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MOSS RIDGE RD/HWY 1 TO MOSS RIDGE CAMPUS/2014
MOSS RIDGE ROAD/ HWY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE/ 2014 ......... . s "s, us i 6c co -L AKL- 61" <-6ed, AO Lk c --e SA MrX G SD tC r, lz e cc) I -e-e KA -e-VX Lo.... . AT k, sk u rl 7-1 I? le -i tz A E C II ITEC T P. Ei C PI GI NEE &ING 2834 Northgate Drive Iowa City, IA 52245 Telephone (319) 354.3040 Fax (319) 354-6921 TO: City of Iowa City ATTN: Mr. Dernv Gannon Iowa ENCLOSED Iowa 52240 TRANSMITTAL LETTER DATE: Au u 6, 2013 PROJECT #: 112327-1 RE: M s Ridge Road COPIES DATE DESCRIPTION 1 08/06/13 Addendum 1 — Iludes updated bid form and sheets C.01, C.02, N.02, N.03, 14, N.16, N.1 , and N.18 - METHOD ❑ Regular P ❑ Regular L COMMENT: Please conte Copy: Transmittal -IC 04110 Shive-Hattery, Inc. ] Overni t ® Hand Deliver ] CourierT ay ❑ Other uestions or need'dny additional information. Signed: iL r� Filairi-w rrr'RY A R C M TYt T 0 R E.+ E N G I N E E R I N G 44 N 11 te;prive toAra Ct IA 245 Y� Talephae (3i , -354-3040 ,Fax (319) 3S4 r c:� TO: Citv of Iowa Citv ATTN: Mr. Dennv Gannon Iowa ENCLOSED Iowa 52240 TRANSMITTAL LETTER DATE: August 6, 2013 PROJECT #: 112 7-1 RE: Moss Ride oad COPIES DATE DESCRIPTION 1 08/06/13 Addendum 1 — Ncludes pdated bid form and sheets C.01, C.02, N.02, N.03, N.14, N.16, N.17, nd .18 METHOD ❑ Regular Mail ❑ Regular UPS COMMENTS: Please contact me if you Copy: Transmittal -IC © 4/10 Shive-Hattery, Inc. Overnight Courier Today E Hand Deliver ❑ Other any questions or need any additional in rmation. Signed: Christopher E. 00 DOCUMENT 00491 ADDENDUM NO. 1 DATE: August 6, 2013 PROJECT NAME: Moss Ridge Road Project— Highway I to Moss Ridge Campus at Rapid Creek Preserve This Addendum forms a part of the bidding and contract documents. This A44ndurn supersedes and supplements all portions of the original bidding and contract documents da d June 21, 2013 with which it conflicts. ACKNOWLEDGE RI 'E1PT OF THIS ADDENDUM IN THE SVC PROVIDED ON THE IIID FORM. FAILURE TO O SO MAY SUBJECT T/BIDDERO DISQUALTFICATION. A. BIDDING REQU1 MENTS 1. FORMOF P OPOSAL—BIDFORa. DE ETE and REPLAtached revised Bid Form. B. DRAWINGS 1. DELETE the fokwing SKeets and REPLACE with the attached revised Sheets: a. Sheet C.01 — EsWated Project Quantities Description Changes — Revised Total Quantity for line item IS — Removal of sign. b. Sheet C.02 Estimat Project Quantities Descri tion of Ch es e' Rev sed Total Quantity for line item 55 —Posts, steel as per plan; itgnsheet — Wood posts for type A or B signs, 4 in. x 6 in.; iter 57 aluminum; and item 60 -. Painted pavement rkings, durable. 112327-1 00491-1 antities c. Sh t N.02 —Pavement Mark\da Description of Changes —ted tabulation of pavement markings. d. Sheet N.03 — "Traffic Signage'ties L v Description of Changes —t d tabulations. 5 7 ' e. Sheet N.14 —Striping and Sigla a Description of Changes —Revised r oval and reinstallation of signs. f. Sheet N.16 — Striping and Siglan Description of Changes —ed remo al and reinstallation of sign. Sheet N.17 — Striping andSigPlanDescription of Changes —ed sign loca 'ons and striping. h. Sheet N.1S — Striping and SigPlanDescription of Changes —ed sign location, nd striping. 112327-1 00491-1 Prepared By: END OF DOC V DOCUMENT 00491 ADDENDUM NO. 1 112,27-1 00491 FORM OF PROPOSAL MOSS RIDGE ROAD PROJECT - HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE CITY OF IOWA CITY NOTICE TO BIDDERS: 3E DO NOT USE THE FORM OF PROPOSAL INCD IN THE BOUND ME OF THE SPECIFICATIONS. SEPARATE COPIES THIS PROPOSAL ARE AINED WITHIN THE BACK COVER OF THIS DOCUk25NT. Name of Address of TO: City Clerk City of Iowa Ci City Hall 410 E. Washingto Iowa City, IA 52240 The undersigned bNer subrrr(ts herewith bid security in the amount of in a Gordan with the terms set forth in the "Project Specifications." The undersigned bidder, hv' g examined and determined the scope of the Contract Documents, hereby proposes to pr AJ the required labor, services, materials and equipment and to perform the Project as es nbed in the Contract Documents, including Addenda and , aN to do all work at the prices set forth herein. We further propose to yIo all "Extr Work" which may be required to complete the work contemplated, at unit prices or ump sums to a agreed upon in writing prior to starting such work. Ln L'J �L 112327-1 FP -1 - ADDENDUM NO.1 ITEM DESCRIPTION 1 CLEARING AND GRUBBING 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW 3 TOPSOIL"'ST IP, SALVAGE AND SPREAD 4 J`ODIFI&D ' S UBBiAS, 5RANI4�R �'N'uy1NDER5, YPE A PAVED:SFzi Z, FR, HOT MIX A HALT MIXTURE, 6 u IN. F 7 RELOCATION OF MAIL BOXES STANDARD OR SLIP FORM PORTLAND CEI, NT CONCRETE PAVEMENT, CLASS C, CLASS 3 8 DURABILITY, 81N. STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 9 DURABILITY, 91N. STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 10 DURABILITY, 10 IN. 11 MEDIAN, P.C. CONCRETE, 4 IN. HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), B1 12 COURSE, 1r2 IN. MIX / HOT MIX ASPHALT MIXTURE (3,000,000 13 INTERMEDIATE COURSE, 112 IN. MIX HOT MIX ASPHALT MIXTURE(3,000,000 SAL), 14 SURFACE COURSE, 112 IN. MIX, FRIC ION L-2 15 TEMPORARY PAVEMENT 16 SURFACING, DRIVEWAY, CL/ASACRUSHED STONE 17 REMOVALS, AS PER PLAN 18 REMOVAL OF SIGN 19 APRONS, CONCRETE, 51N. DIA. 20 APRONS, CONCRE , 361N. DIA. I 21 APRONS, CONCdETE, 42 IN, DIA. 22 APRONS, CONCRETE, 48 IN. DIA, 23 METAL APRONS, UNIT QUANTITY UNIT PRICE TOTAL PRICE ACRE 10 $ $ CY 71500 S $ CY 10600 $ $ CY 4325 $ $ TON 110 $ $ SY 1325 S EACH 1 $ SY 75 $ 5 SY 8850 $ $ Y 4190 $ $ SY 450 $ $ TON 470 i $ TON 4X $ $_ TON 5800 $ 5 BY 235 $ TON 26 $ LS 1 $ S EACH 10 $ \\$ EACH 1 $ $ EACH 4 $ $ EACH 1 $_ $ EACH 2 $ _ $ EACH 3 $ 5 112327-1 FP -2 -ADDENDUM NO.1 24 MANHOLE, SANITARY SEWER, SW -30i, 481N. EACH 9 $_ S 25 MANHOLE, STORM SEWER, SW -401, 48 IN. EACH 1 $ $ 26 MANH LE, STORM SEWER, SW -404 EACH 2 $ $ 27 INTAKE, -509 EACH 3 $ $ 28 INTAKE, SW -5 EACH 7 $ $ 29 INTAKE, SW -51'2,1 IN. EACH 1 $ 30 INTAKE, SW -512,24 IN. EACH 1 $ $ 31 INTAKE, SW -513 EACH 2 $ $ 32 MANHOLE ADJUSTMENT, MAJ R EACH 1 $ $ 33 CONTINUOUS TRENCH DRAIN (50 -20) L 270 $ $ 34 SUBDRAIN, LONGITUDINAL, (SHOUL R) 6 IN DIA. LF 4175 $ $ 35 r"aUBDRAIN OUTLET (RF -19C) EACH 16 $ $ 136 OUTLET (RF -19F) EACH 9 $ $ pp ,-,5UBPP9W r..ST0t1,!SEWER GRAVITY MAIN, TRENCH , (H PE), 20 $ $ . 37 �J21r�_ LF k-'-- ---'STORM:.SEWER GRAVITY MAIN, T NCHED, (HDPE), 38 -T18 IN. r='w LF 185 $ c'v STORM SEWER GRAVITY M , TRENCHED, (PVC), 39 12 IN. LF 60 $ $ STORM SEWER GRAY Y MAIN, TRENCHED, (RCP), 40 2000D (CLASS III), 1 N. L 445 $ $ STORM SEWE RAVITY MAIN, TRENCHED, (RCP), 41 2000❑ (CLAS II), 24 IN. LF 55 $ $ STORM WER GRAVITY MAIN, TRENCHED, (RCP), 42 2000D ( SS III), 36 IN. LF 135 $ $ ST M SEWER GRAVITY MAIN, TRENCHED, (RCP), 43 2 0D (CLASS III), 42 IN LF 1 5 $ $ STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 44 2000D (CLASS III), 48 IN, LF 255 $ $ STORM SEWER GRAVITY MAIN, TRENCHED, (RCAP), 45 2000D (CLASS A -III), 44 IN. X 27 IN, LF 30 $ SANITARY SEWER GRAVITY MAIN, TRENCHED, 46 (PVC), 8IN. LF 155 $ $ 112327-1 FP -3 -ADDENDUM NO.1 112327-1 FP -4 -ADDENDUM NO.1 SANITARY SEWER GRAVITY MAIN, TRENCHED, 47 (PVC), 241N. LF 2090 $ $ 48 PLOWABLE MORTAR CY 12 $ S 49 REVETMENT, CLASS C TON 1330 $ $ Q 50C„JREVETdiEM`.'.t;,L-'ASS D TON 80 $ S :? A ? Q— La.J\\ 51 e RENT AL OF%P,1 VE NENT SY 4300 $ $ 532 SIDE1JVALK;-I-Q,,--CONCREfE 61N. BY 2260 $ $ 53 SIDALK, P':E-CONCRETE. 8 fN. SY 7� $ $ cv \ 54 CURB AND GUTTER, P.C. CONCRET\ 2.5 FT_/LF 1450 $ $ 1 55 POSTS, STEEL, AS PER PLAN \\\\9 $ S 56 WOOD POSTS FOR TYPE A OR B SIGNS, 4 IN. )>, 6 IN,106 '`\8758 $ $ 57 TYPE A SIGNS, SHEET ALUMINUM TRAFFIC SIGNALIZATION 1 $59 CONSTRUCTION SURVEY \S 1 $ S 60 PAINTED PAVEMENT MARKINGS, DURABLE � STAa 165 5 $ I 61 PAINTED SYMBOLS AND LEGENDS, DURAB E EACH 16 �. Jc �\ 62 TEMPORARY FLOODLIGHTING LUMINAIRE EACH 2 \ $ $ 63 TEMPORARY TRAFFIC SIGNALS �/ EACH 2 $ $ 64 TRAFFIC CONTROL 65 FLAGGERS EACH 4 66 PILOT CARS EACH 2 $ $ 67 PAVEMENT SURFACE PAIR (MILLING LIMESTONE) SY 1220 68 MOBILIZATION 7 LS 1 $ IS 69 MILLED SHOULDER RUMBLE STRIPS, HMA SURFACE STA 16 $ ', $ WATER MAIN, DUCTILE IRON PIPE (DIP). \\ 70 �1`R/ENCHED. 121N. LF 2050 $_ �� $ 71 VALVE, GATE, DIP, 12 IN. EACH 9 $ S 72 FIRE HYDRANT ASSEMBLY, WN1-201 EACH 7 $ $ 112327-1 FP -4 -ADDENDUM NO.1 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE: All subcontractors are subjkt to approval by City. The undersigned bidder certi es that this proposal is made X good faith, and without collusion or connection with any other rson or persons bidding Zin work. The undersigned bidder states th t this proposal is maonformity with the Contract Documents and agrees that, in the eve t of any discrep cies or differences between any conditions of this proposal and the Contra Documents epared by the City of Iowa City, the more specific shall prevail. J,. Firm: Signatur . Pr' ed Name: Title: Address: Phone: Contact: 112327-1 FP-6—ADDENDUM NO.1 ,._. 0 N J,. Firm: Signatur . Pr' ed Name: Title: Address: Phone: Contact: 112327-1 FP-6—ADDENDUM NO.1 73 HYDROSEEDING ACRE 10 $ S 74 TEMPORARY SEEDING ACRE 10 $ 75 HYDRIC SOIL, STRIP, SALVAGE/STOCKPILE CY 188 $ $ cv 76 LTER CU\AN EACH g $2 $ SPFACTION OF SUBGRADE FOR 77 SI STA 3 $ $ 78 COE TUBE 12 -INCH DIA./SILT FENCE LF 6570 CLCOMP ST FILTER TUBEISILT FENCE LF 857080 REPOST FILTE TUBEISILT FENCE LF 8570 S81 NEFT. BOX CULV T LS 1 $ $ 82 10 FT. X 5 FT. BOX CULVERT EXiE SION S 1 $ $ 83 WATER MAIN, CATHODIC PROTECTIO DIP 12 IN. LF 400 $ $ 84 INTAKE PROTECTION BAG/FILTER SACK EACH 5 $ 85 MACADAM STONE SLOPE PROTECTION SY 27 $ $ 86 TURF REINFORCEMENT MAT SO 2800 $ $ 87 SILT FENCE LF 2055 $ $ 88 DITCH CHECK(SYNTHETIC - HDPE) LF 580 $ $ TOTAL BASE (use words) (figures) 112327-1 FP -5 — ADDENDUM NO.1 r -- c7 cv (use words) (figures) 112327-1 FP -5 — ADDENDUM NO.1 DOCUMENT 00491 ADDENDUM NO. 1 DATE: August 6, 2013 PROJECT NAME: Moss Ridge Road Project— Highway 1 to Moss Ridge Campus at Rapid Creek Preserve This Addendum forms a part of the bidding and contract documents. This Addendum su , sedcs and supplements all portions of the original bidding and contract documentsZJune013 with which it conflicts. ACKNOWL GE RECEIPT OF THIS ADDENDUM EV THE SPAC1"fHE BID FORM. FAILE TO DO SO MAY SUBJECT THE BIDDER TO DION. A. BIDDING R+ 1. FORD a. PROPOSAL — BID FORM TE and REPLACE with the attached revised Bid Form. B. DRAWINGS 1. DELETE 'the. Sb a. Sheet C.01 Eshma c Descriptir of ha of sign. b. Sheet C.02 — sti tee Deset ton of a steel, s per plan, tem 7 — Type A s m cines, durable. and REPLACE with the attached revised Sheets: Project Quantities iges — Revised Total Quantity for line item 18 — Removal Project Quantities ; — Revised Total Quantity for line item 55 — Posts, 56 — Wood posts for type A or B signs, 4 in. x 6 in.; sheet aluminum; and item 60 —Painted pavement c.o c. Shut N.02 — Pavement Marigne Quantities Description of Changes — d. Sheet N.03 —Traffic Signage ,1 Description of Changes — dated tabulation of pavement-anaekitrgs. htics da d tabulations. rn Sheet N.14 — Striping and Signage Pla Description of Changes — Revised f. Sheet N.16 -- Striping and Signage Plan Description of Changes — Revised n g. Sheet N. t7 —Striping and Signage Plan Description of Changes — Revised sign c: , and reinstallation of signs. and reinstallation of sign. h. Sheet N.18 —Striping and Signage Plan Description of Changes —Revised sign locations 112327-1 00491-1 and striping. striping. DOCUMENT 00491 ADDENDUM NO. 1 Prepared By: Shive-IIattery, Inc. Christopher E. Milner, PE License No. 21326 My license renewal date is December 31, 2013. END Or DOCUMENT 00491 112327-1 00491-2 FORM OF PROPOSAL MOSS RIDGE ROAD PROJECT - HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN TX BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS P POSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington Iowa City, IA 52240 The undersigned in The undersigned bidder, Documents, hereby proposes to and to perform the Project as , and We further propose to contemplated, at unit prices or submits Aerewith bid security in the amount of ance the terms set forth in the "Project Specifications." axamined and determined the scope of the Contract the required labor, services, materials and equipment ed in the Contract Documents, including Addenda to do all work at the prices set forth herein. all "Ex: Work" which may be required to complete the work p sums TV be agreed upon in writing prior to starting such work. 112327-1 FP -1 – ADDENDUM NO.1 �— o v17 t cn ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE 1 CLEARING AND GRUBBING ACRE 10 $ _ $ 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 71500 $ $ 3 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 10600 $ $ 4 MODIFIED SUBBASE CY 4325 $ $ 5 GRAN R SHOULDERS, TYPE A TON 110 $ $ PAVED SH LDER, HOT MIX ASPHALT MIXTURE, 6 6 IN. SY 132 7 RELOCATION OF AIL BOXES EACH 1 $ $ STANDARD OR SLIP ORM PORTLAND CEMENT CONCRETE PAVEME T, CLASS C, CLASS 3 8 DURABILITY. 81N. SY 75 IS $ STANDARD OR SLIP FOR PORTLAND CEMENT CONCRETE PAVEMENT, C SSC, CLASS 3 9 DURABILITY, 9IN. SY 8850 $ $ STANDARD OR SLIP FORM PO TLAND CEMENT CONCRETE PAVEMENT, CLASS , CLASS 3 10 DURABILITY, 101N. SY 4190 $ $ 11 MEDIAN, P.C. CONCRETE, 4 IN. SY 450 $ $ HOT MIXASPHALT MIXTURE (3,000,00 SAL), BASE 12 COURSE, 1/2 IN. MIX TON 470 $ $ HOT MIX ASPHALT MIXTURE (3, 0,000 ESAL 13 INTERMEDIATE COURSE, 1/2I . MIX TON 460 $ $ HOT MIX ASPHALT MIXTU (3,000,000 ESAL), c� 14 SURFACE COURSE, 1/2 . MIX, FRICTION L-2 TON 580 $ CD i$ it 15 TEMPORARYPAVEM T SY 235 16 SURFACING, DRIV AY, CLASS A CRUSHED STONE TON 26 17 REMOVALS, AS ER PLAN 1 $__ C] 18 REMOVALO SIGN EAC 10 $ _ 5 10 APRONS CONCRETE, 15 IN. DIA. EACH 1 $ $ 20 AFRO 3, CONCRETE, 36 IN. DIA. EACH 4 $ $ 21 APR/ NS, CONCRETE, 42 IN. DIA. EACH 1 $ $ 22 APRONS, CONCRETE, 48 IN. DIA. EACH 2 $ $ 23 METALAPRONS, EACH 3 $ _ $ 112327-1 FP -2 -ADDENDUM NO.1 24 MANHOLE, SANITARY SEWER, SW -301,48 IN. EACH 9 $ $ 25 MANHOLE, STORM SEWER, SW -401, 48 IN. EACH 1 $ $ 26 MANHOLE, STORM SEWER, SW -404 EACH 2 $ $ 27 INTAKE, SW -509 EACH 3 $ $ 28 INTAKE, SW -510 EACH 7 $ $ 29 INTAKE, SW -51 181N. EACH 1 $ 30 INTAKE, SW -512,24 N. EACH 1 $ $ 31 INTAKE, SW -513 EACH2 $ u 32 MANHOLE ADJUSTMENT, AJOR EACH 1 $ $ 33 CONTINUOUS TRENCH DRA (500-20) LF 270 $ $ 34 SUBDRAIN, LONGITUDINAL, (S OULDER) 61N. DIA. LF 4175 $ $_ 35 SUBDRAIN OUTLET (RF -19C) EACH 16 $ $ 36 SUBDRAIN OUTLET (RF -19F) EACH 9 $ $ STORM SEWER GRAVITY MAIN, TREN H , (HDPE), 37 121N. LF 20 $ $ STORM SEWER GRAVITY MAIN, TR CHE , (HDPE), 38 181N. LF 185 STORM SEWER GRAVITY MAI , TRENCHED,( C), 39 121N. LF 60 $ $ STORM SEWER GRAVI MAIN, TRENCHED, (RCP), ev 40 2000D (CLASS 111), 151 LF 445 $ © $ STORM SEWER G AVITY MAIN, TRENCHED, (RCP), 41 20W❑ (CLASS III , 241N. IF 55--x_ _1 C') C7 STORM SEW R GRAVITY MAIN, TRENCHED, (RCP), �. 42 2000D (CLA S III), 36 IN. LF 135 f_$r_ tt7 STORM EWER GRAVITY MAIN, TRENCHED, (RCP), r--' 43 2000D LASS III), 42 IN. LF 125 $ ST M SEWER GRAVITY MAIN, TRENCHED, (RCP), 44 20 D (CLASS III), 48 IN. LF 255 $ $_ TORM SEWER GRAVITY MAIN, TRENCHED, (RCAF), 45 OOOD (CLASS A—III), 44 IN. X 27 IN. LF 30 $ $ SANITARY SEINER GRAVITY MAIN, TRENCHED, 46 (PVC), 8 IN. LF 1 $ $ 112327-1 FP -3 -ADDENDUM NO.1 112327-1 FP -4 -ADDENDUM NO.1 SANITARY SEWER GRAVITY MAIN, TRENCHED, 47 (PVC), 241N. LF 2090 $ $ 48 FLOWABLE MORTAR CY 12 $ $ 49 REVETMENT, CLASS C TON 1330 $ $ 50 REVETMENT, CLASS D TON 80 $ $ 51 REMOVA OF PAVEMENT SY 4300 $ $ 52 SIDEWALK, C. CONCRETE, 61N. SY 2260 53 SIDEWALK, P.C. ONCRETE, 81N. SY 75 $ $ 54 CURB AND GUTTER, C. CONCRETE, 2.5 FT. LF 1480 $ $ 55 POSTS, STEEL, AS PE LAN EACH $ $----- - 56 WOOD POSTS FOR TYPE ORB SIGNS, 4 IN. X 6 IN. LF 106 $ - _ $ 57 TYPE A SIGNS, SHEET ALUM UM SF 87 $ $ 58 TRAFFIC SIG NALIZATION 1 $ $ 59 CONSTRUCTION SURVEY LS 1 $ $ 60 PAINTED PAVEMENT MARKINGS, DU BLE STA 165 $ $ 61 PAINTED SYMBOLS AND LEGENDS, DUR BLE EACH 16 $ $ 62 TEMPORARY FLOODLIGHTING LUMINAIRE EACH 2 $ $ 63 TEMPORARY TRAFFIC SIGNALS EACH 2 $ $_ 64 TRAFFIC CONTROL LS 1 $ o r 65 FLAGGERS EACH 4 $-C JL d 66 PILOT CARS EACH 2 $�c-- Chi �.<r- g�-g� 7 + i 67 PAVEMENT SURFACE PAIR (MILLING LIMESTONE) Y 1220 .»z'N CA3 68 MOBILIZATION LS 1 $ r- 69 MILLED SHOULD , RUMBLE STRIPS, HMA SURFACE STA 16 $ $ WATER MAIN, RENCHED, DUCTILE IRON PIPE (DIP), 70 121N. LF 2050 $ $ 71 VALVE, G E, DIP, 12 IN. EACH 9 $ $ 72 FIRE HY RANT ASSEMBLY, WM-201 EACH 7 $ $ 112327-1 FP -4 -ADDENDUM NO.1 73 HYDROSEEDING ACRE 10 $ $ 74 TEMPORARY SEEDING ACRE 10 $ 75 HYDRIC SOIL, STRIP, SALVAGE/STOCKPILE CY 188 $ $ 76 CURB INLET FILTER EACH 9 $ $ SPECIAL COMPACTION OF SUBGRADE FOR 77 SIDEWALK STA 3 $ 78 COMPOST FILT TUBE, 12 -INCH DIA./SILT FENCE LF 6515 $ $ 79 CLEAN-OUT OF COM ST FILTER TUBEISILT FENCE/580$ 0 $ $ 80 REMOVE COMPOST FILT TUBEISILT FENCE0 $ $81 NEW10FT.X5FT.BOXCUL ERT $ $82 10FT.X5FT.80XCULVERTE TENSIOIJ $ $83 WATER MFlIN, CATHODIC PROTE TION, DIP121N.$84 INTAKE PROTECTION BAG/FILTERS CK $ $85 MACADAM STONE SLOPE PROTECTIO $ $86 TURF REINFORCEMENT MAT $ $87 SILT FENCE 5 $ $88 DITCH CHECK (SYNTHETIC - HDPE) $ $ TOTAL BASE 112327-1 FP -5 -ADDENDUM NO.1 (figures) J •^:_: c-., c-- �. t- Q Im �Y Cil C:1 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE: All subcontractors'pre subject to approval by City. The undersigned bi der certifies that this proposal ism a in good faith, and without collusion or connection with y other person or persons bidding the work. The undersigned bidd\tContract s that this proposal is ode in conformity with the Contract Documents and agrees thate event of any discr ancies or differences between any conditions of this proposal anDocument prepared by the City of Iowa City, the more specific shall prevail. E e: Title: Address: Phone: Contact: 112327-1 FP-6—ADDENDUM NO.1 N O zin' • W �a 112327-1 FP-6—ADDENDUM NO.1 U Y OF 10WA,6TY tRTI�ENT PUBLIC WORKS ENGI E ING DIVISION 0 PLANS, SPECIFIC TIONS,PROPOSAL AND CONTRA FON THE M S RIDGEk3�c_,S AD PROJECT HIGHWAY 1 TO MORIDGE CAS AT RAPID CREEK PRE IOWA CIOWA I hereby certify thatthis en lne or under my direct personal u h�F2 Professional Engineer under F STJHER U. = Signature: m - .LL ,INER Name: Chri. YI�.Zfi ` Date: 06 lOtfA _, , My license renewal date is De 112327-1 ing document was prepared by me rvision and that I am a duly licensed laws of the State of Iowa. r E. Milner, PE 11_ i r 31, 2013 SPECIFICATIONS TABLE OF CONTENTS Page Number TITLE SH T TABLE OF C TENTS NOTICETO BID RS........................................................................................... AF -1 NOTETO BIDDERS .................................................... .............................. /_..... NBA FORMOF PROPOSAL............................................................ ........... .............. I... FP -1 BIDBOND............................................................................................................ BB -1 FORMOF AGREEMENT.................................................../...:.............................. AGA PERFORMANCE AND PAYME T BOND.......................,...................................... PBA i CONTRACT COMPLIANCE (ANTI -DISCRIMINATION REQU EMENTS).................................................. CC -1 GENERAL CONDITIONS...................................................................................... GC -1 SUPPLEMENTARY CONDITIONS ............ ..Z ....... ....... .................................... SCA RESTRICTION ON NON-RESIDENT BI I ON NON -FEDERAL -AID PROJECTS..................................................................................................... R-1 TARGETED SMALL BUSINESS (TS; AFFIRMA IVE ACTION RESPONSIBILITIES ON 7NDERAL AID OJECTS ............................. TSBA TECHNICAL SECTION DIVISION 1 - GENERALEMENTS 0 Section 01/AStormwater aryof the Work ......................... .............................0 010,M-1 „ Section 01urement and Payment .................'.............................. a1*_1 Section 01erence Standards........................................................1Q 0-1 ` — Section 01gress and Schedules ........................... :....................... �;g7D1�-1 Section 01ffic Control and Construction Facilities .......................... : <WP15-70-1 9 Section 01rmwater Pollution Prevention Plan ........... :................... .c=7� 179'7-1 r Section 01ormwater Pollution Prevention Plan —tintractor/Subcontractor Certification ...............................017��7A-1 Section 01ormwater Pollution Prevention Plan — Inspection Report 0173713-1 Section 01ormwater Pollution Prevention Plan — Table of ntractor/Subcontractors Implementing Erosion/ Sedimentation Control Measures ....................................... 01737C-1 Section 01737D Iowa Department of Natural Resources NPDES General Permit No. 2 "Storm Water Discharge Associated With Construction Activities.. ........................... 01737D-1 Section 01737E Stormwater Pollution Prevention Plan — 112327-1 Owner Certification............................................................. 01737E-1 DIVISION 2 - SITE WORK Iowa Department of Transportation Standard Specifications (Not Boun Herein and Excluding Section 2554 — Water Mains, Valves, Fire Hydrants, and Appurtenanc Section 02050 Demolitions, Removals and Abandonments ......... ............ 02050-1 Section 02370 Erosion and Sedimentation Control ................. 02370-1 S6,qtion 02660 Accepted Manufacturers for Water Distributio Materials and Water Distribution Specificati ns .................. 02660-1 Sectio r�02661 Cathodic Protection . ......... .................................. I ........... I... 02661-1 Section 890 Traffic Signalization............................................................ 02890-1 Developmital Specification for Portable Temporary raffic Signals for FlaggerStati ns......................................................................................... DS -12032 I 2 Determining the, Slope of Pedestrian Facilities ........................................... Matls. IM 363 112327-1 LU M- j- U ILL- L^ T ». Cp �1 112327-1 NOTICE TO BIDDERS MOSS RIDGE ROAD PROJECT — HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 13th day of August, 2013. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the idderunopened. Proposals will be acted upon the City Council at a meeting to be held in t E ma J. Harvat Hall at 7:00 P.M. on the 20t1"r ay of gust, 2013, or at special meeting ca d for that rpose. The roject will involve the following: 31- of wide new PCC Roadway appr imately 2,100 -feet fro Highway 1 to propo ed Moss Ridge C pus at Rapid Creek reserve Subdiv' ion. Project also includes ighway 1 im ovements, 8 -ft walk, traffic Si als and nterconnect, sanitary sewer, wa r main stormwater system, and detention ba in r ovations. All work is to b one in strict compliance with the plans and s ifications prepared by Shive- Hattery, Inc., to a City, Iowa, which have heretofore b n app oved by the City Council, and are on a for publ examination in the Office of the City lark. Each oposal shall b completed on a form furnish d by the City and ust be accompanied in a ealed envelope, se arate from the one cc ining the proposal, by a bid bond executed b a corporation authorized o contract as a rety in the State of Iowa, in th sum of 10% of the bid. The bid security shall be ade payable to the TREASURER OF THE CITY O IOWA CITY, IOWA, and shall be forfeited to the ity of Iowa City in the event the successful bi er fails to enter into a contract within ten (10) cale dar days of the City Council's award of the con ct and post bond satisfactory to the City ensur g the faithful performance of the contract and inte- nance of said Project, if required, pursuant It the provisions of this notice and the other cont ct documents. Bid bonds of the lowest two or mo bidders may be retained for a period of not t exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council The successful bidder will be required to furnish a bond in an amount equal to one hundred 112327-1 AF -1 o_ r C-) .4c --JL - M C:) 9 ;{ ,•�f-. � ca CZ) 112327-1 AF -2 percent (100°/x) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) years) from and after its completion and formal acceptance by the C�/is Council. The following limitations shall apply to c Project: `,Stage 1 of Phase 1 shall be comp to by November 15, 2013. cL w Stage 2 of Phase 1 shall begin no rlier than CD c.af-- March 3, 2014. Phase 2 shall begin no earlier th September 16, 20\'�3. The Work must corn} nce within 14 calendaiS days of the date of7 the Notice to Proceed,\and must be com eted within 115 working days. Liquidate6Damages' $500 erworking day. The plans,Vecifications d proposed contract documents may be exami ed at the office of the City Clerk. Codes of id plans and specil cations and fore of oposal blanks may be secured at the O ice f City of Iowa City, City Engineer's office, b b na fide bidders. A $50 refundable is required for each set of plans and specifica s provided to bidders or other interested pe son . The fee shall be in the form of a check, m�de p4yable to the City of Iowa City. \ Prospective bid ers are adWsed that the City of Iowa City desir to employ r %Horny contractors and subcontra ors on City projocts. A listing of minority contr ctors can be obtained from the Iowa Depart nt of Inspections arid, Appeals at (515) 281-57 6 and the Iowa Dedartment of Transportatiq�n Contracts Office at (`5.\5) 239- 1422. 11 Bidders shall list on the Form of Propo I the names of /persons, firms, companies or ther parties witO. whom the bidder Intends to sub n - tract. Thisrlist shall include the type of work a approximate subcontract amount(s). The Cgntractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quanti- ties, unit prices and extended dollar amounts. By virtu e of statutory authority, preference must be give to products and provisions grown and coal pr duced within the State of Iowa, and to Iowa d mestic labor, to the extent lawfully re- quired Pirder Iowa Statutes. The Iowa reciprocal reside bidder preference law applies to this Project The d,ity reserves the right to reject any or all proposals, and also reserves the right to waive 112327-1 AF -2 technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK 112327-1 AF -3 ri NOTE TO BIDDERS 1. The successful bidder and all subcontractors are required to s mit at least 4 days prior to aMard three .references involving similar projects, inclu g at least one municipal referdnre. Award of the bid or use of specific subcontrac rs may be denied if sufficient favor abt@eferences are not verified or may be denie based on past experience on projects wi fi the City of Iowa City. 2. References shall be addressed to the City Engine and include the name, address and phone number of the contact person, for City verifi ation. 3. Bid submittals are:\ Envelope 1: Envelope 2: Envelope 3: Bid Bond Form of Proposal 'Faraeted Small Busi 112327-1 NB -1 (TSB) Pre -Bid Contact Information u..j 4 � U O ca N Bid Bond Form of Proposal 'Faraeted Small Busi 112327-1 NB -1 (TSB) Pre -Bid Contact Information FORM OF PROPOSAL MOSS RIDGE ROAD PROJECT - HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE CITY OF IOWA CITY / NOTICE TO PLEASE%0THE OT USE THE FORM OF PROPOSAL INCLUDED THE BOUND VOLUME SPECIFICATIONS. SEPARATE COPIES OF THP PROPOSAL ARE CONTAINTHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder $ . in accc The undersigned bidder, having ex Documents, hereby proposes to provide th i and to perform the Project as describ i and an o do We further propose to do all contemplated, at unit prices or lump to be &th bid security in the amount of terms set forth in the "Project Specifications." Dd and determined the scope of the Contract uired labor, services, materials and equipment the Contract Documents, including Addenda work at the prices set forth herein. 112327-1 FP -1 ich may be required to complete the work I upon in writing prior to starting such work. ca a-Zc-) —t C— --3c"3 o� r— r*t --v roI co?u y: ,- cn ITEM DESCRIPTION 1 CLEARING AND GRUBBING 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW 3 TOPSOIL, STRIP, SALVAGE AND SPREAD 4 MODIFIED SUBBASE 5 GFOMULAR SHOULDERS, TYPE A oz PA rl: 1, Rp _XE D S.k-bIOLDER, HOT MIX ASPHALT MIXTURE, 6 Ua INO— O C? F— RrCOCAFHQI OF MAIL BOXES STNDkCR R SLIP FORM PORTLAND CEMENT WNCRETE' AVEMENT, CLASS C, CLASS 3 8 ©U'RABILITY, 81N. STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 9 DURABILITY, 91N. STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C. CLASS 3 10 DURABILITY, 101N, 11 MEDIAN, P.C. CONCRETE, 4 IN. HOT MIX ASPHALT MIXTURE (3,000,000 ESAL). BASE 12 COURSE, 1/21N. MIX HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), 13 INTERMEDIATE COURSE, 1121N. MIX HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), 14 SURFACE COURSE, V2 IN. MIX, FRICTION L-2 15 TEMPORARY PAVEMENT 16 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE 17 REMOVALS, AS PER PLAN 18 REMOVAL OF SIGN 19 APRONS, CONCRETE, 151N. DIA. 20 APRONS, CONCRETE, 36 IN. DIA. 21 APRONS, CONCRETE, 42 IN. DIA. 22 APRONS, CONCRETE, 48 IN. DIA. 23 METAL APRONS, 112327-1 FP -2 UNIT QUANTITY UNIT PRICE TOTAL PRICE ACRE 10 $ $ CY 71500 $ $ CY 10600 $ $ CY 4325 $ $ TON 110 $ SY 1325 $ $ EACH 1 $ $ SY 75 $ $ SY 8850 $ $ SY 4190 S $ SY 450 $ $ TON 470 $ $ TON 460 $ $— TON 580 8 $ SY 235 $ $ TON 26 $ $ LS 1 $ $ EACH 11 $ $ EACH 1 $ S EACH 4 $ $ EACH 1 $ EACH 2 $ S EACH 3 $ $ 24 MANHOLE, SANITARY SEWER, SW -301,48 IN. 25 MANHOLE, STORM SEWER, SW -401, 48 IN. 26 MANHOLE, STORM SEWER, SW -404 27 INTAKE, SW -509 28 INTAKE, SW -510 29 INTAKE, SW -512,18 IN. 30 INTAKE, SW -512, 24 IN. 31 INTAKE, SW -513 32 MANHOLE ADJUSTMENT, MAJOR 33 CONTINUOUS TRENCH DRAIN (500-20) 34 SUBDRAIN, LONGITUDINAL, (SHOULDER) 61N. DIA. 35 SUBDRAIN OUTLET(RF-19C) 36 SUBDRAIN OUTLET (RF -19F) STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 37 121N. STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 38 181N. STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 39 121N. STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 40 2000D (CLASS III), 15 IN. STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 41 2000D (GLASS III), 24 IN. STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 42 2000D (CLASS 111), 36 IN. STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 43 2000D (CLASS III), 42 IN. STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 44 2000D (CLASS III), 48 IN. STORM SEWER GRAVITY MAIN, TRENCHED, (RCAP), 45 2000D (CLASS A -III), 44 IN. X 27 IN. SANITARY SEWER GRAVITY MAIN, TRENCHED, 46 (PVC), 8 IN. 112327-1 FP -3 EACH 9 $ $ EACH 1 $ $ EACH 2 $ $ EACH 3 $ $ EACH 7 $ $ EACH 1 $ $ EACH 1 $ $ EACH 2 $ $ EACH 1 $ $ LF 270 $ $ LF 4175 $ $ EACH 16 $ $ EACH 9 $ $ LF 20 $ $ LF 185 $ $ LF 60 $ $ LF 445 $ $ N a LF 55 i $ LF 135 $-� n $ C(77�E �("-'S�"f LF 125` W $f� I UT LF 255 $ $ LF 30 $ $ LF 155 $ $ SANITARY SEWER GRAVITY MAIN, TRENCHED, 47 (PVC). 24 IN, LF 2090 $ $ 48 FLOWABLE MORTAR CY 12 s- 49 49 REVETMENT, CLASS C TON 1330 $ $ 50 REVETMENT, CLASS D TON 80 $ $ 51 REMOVAL OF PAVEMENT SY 43 $ $ 52 SIDEWALK. P.C. CONCRETE, 6 IN. BY 2260 $ S LE7 r 53 ShQEWALK P.C, CONCRETE, 8IN. B Y75 $ 5 LLCA l %RB A�L9XUTTER, P.'G CONCRETE. 2.5 FT. 148096 P_QSTS„`�' TEEL, AS PER PLAN7 $CD 56 VVOODPOSTSFORTYPEAORS GNS.4IN.X6IN.10457 TYPE A SIGNS, SHEET ALUMINUM 107 $ $ 58 TRAFFIC SIGNALIZATION / LS 1 5 $ 59 CONSTRUCTION SURVEY LS 1 $ $ 60 PAINTED PAVEMENT MARKINGS, DURABLE 111 STA 156 8 $ 61 PAINTED SYMBOLS AND LEGENDS, DURABLE f ACH 16 $ S I ,\ 62 TEMPORARY FLOODLIGHTING LUMINAIRE If EACH\ 2 $ $ 63 TEMPORARY TRAFFIC SIGNALS EACH 2 $ S 64 TRAFFIC CONTROL LS S S 65 FLAGGERS I{ EACH 4 $ $ 66 PILOT CARS I EACH 2 S 67 PAVEMENT SURFACE REPAIR (MILLING LIMESTONE) SY 1220 S $ 68 MOBILIZATION LS 1 $ S 69 MILLED SHOULDER RUMBLE STRIPS, HMA SURFACE STA 16 S $ i' WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 70 12IN- j LF 2050 $ S 71 VALVE, GATE, DIP, 12 IN J EACH 9 $ 72 FIRE HYDRANT ASSEMBLY, WM-201 I EACH 7 $ $ 112327-1 FP -4 73 HYDROSEEDING ACRE 10 $ $ 74 TEMPORARY SEEDING ACRE 10 $ 75 HYDRIC SOIL, STRIP, SALVAGE/STOCKPILE CY 188 $ $ 76 URB INLET FILTER EACH 9 cn $ SPEC L COMPACTION OF SUBGRADE FOR 77 SIDE WA STA 3 $ $ it 78 COMPOSTRI ER TUBE, 12 -INCH DIA./SILT FENCE LF 515 $ $ 79 CLEAN-OUT OF CO POST FILTER TUBE/SILT FENCE LF 8570 $ $ 80 REMOVE COMPOST FIL R TUBE/SILT FENCE LF 8570 $ $ 81 NEW 10 FT. X 5 FT. BOX CUL RT 1 $ $ 82 10 FT. X 5 FT. BOX CULVERT EXT NSION LS 1 $ $ 83 WATER MAIN, CATHODIC PROTECTI , DIP 12 IN. LF 400 $ $ 84 INTAKE PROTECTION BAG/FILTER SACK EACH 5 $ $ 85 MACADAM STONE SLOPE PROTECTION SY 27 $ $ 86 TURF REINFORCEMENT MAT SO 2800 $ $ 87 SILT FENCE LF 2055 $ $ 88 DITCH CHECK (SYNTHETIC - HDPE) LF 580 $ $ TOTAL BASE (use words) \ (figures) 112327-1 FP -5 00 C�l r r �rr3 -v � w \' cn The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: i, NOTE: All subcontractot�are subject to approval by ty. The undersigned b der certifies that this proposal is made in good faith, and without collusion or connection with a other person or rsons bidding on the work. The undersigned bidderates that thi proposal is made in conformity with the Contract Documents and agrees that, in e event f any discrepancies or differences between any conditions of this proposal and the ontrac Documents prepared by the City of Iowa City, the more specific shall prevail. Firm: Si �ature: 7rinted Name: .n Title: CD Address: \ c Phone: c? r a N Contact: 112327-1 FP -6 as Principal, and as Surety declare that we are held and are firmly bound unto the City of Iowa called "OWNER," in the sum of Dollars to pay said/sum as herein as Principal and Surety further promise and declare that these our heirs, ecutors, administrators, and successors jointly and conditioned on a Principal submission of the accompanying bid, d the Moss Ridge Ro Project — Highway 1 to Moss Ridge Campus NOW, THE (a) If said Bid shA be rejected, or in the alternaj4 ligations shall bind Tlis obligation is for Creek Preserve. (b) If said Bid shallb accepted and the Pr' cipal shall execute and deliver a contract in the form specifi , and the PrincipqYshall then furnish a bond for the Principal's faithful performance f said Project, nd for the payment of all persons performing labor or furnishing materials in co ection therewith, and shall in all other respects perform the Project, as greed t9/by the City's acceptance of said Bid, then this obligation shall be void. Othe 's this obligation shall remain in full force and effect, provided that the liability of the Surety for y and all claims hereunder shall, in no event, exceed the amount of the obligation stated herei . By virtue of statutory authorit , the full ount of this bid bond shall be forfeited to the Owner in the event that the Princi al fails to a cute the contract and provide the bond, as provided in the Project specification or as required law. The Surety, for value Surety and its bond shall in i which the Owner may accept does hereby waive notice of a The Principal and Witness Witness #ved, hereby stipulat way be impaired or of ;h Bid or may execute such time extension. and agrees that the obligations of said Ipd by any extension of the time within contract documents, and said Surety Surety hereto execute this bid bondlijis A.D., 20_ day of 112327-1 BB -1 N > s - c_ (S Principal By r'ri -a (Till (Sea) Surety r B Y (Attorney-in-fact) Attach Power -of -Attorney 112327-1 BB -1 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between e City of Iowa City, Iowa ("City"), and ("Contractor'). Whereas the City has prepared certain plans, specificatio , proposal and bid documents dated theflay of 20, for the Moss Ridge Road Project – Highway 1 to Moss Re Campus at Rapid Creek Preserve, nd Whereas, said pl s, specifications, proposal an bid documents accurately and fully describe the terms and conditi s upon which the Contr ctor is willing to perform the Project. NOW, THEREFORE, IT IS GREED: 1. The City hereby ace is the atta hed proposal and bid documents of the Contractor for the Project, d for t e sums listed therein. 2. This Agreement consists of th f\liowing component parts which are incorporated herein by reference: a. Addenda Numbers :>> b. "Standard SpecificaCI ns for Highw�y, and Bridge Construction," Series of U c� 1— 2012 Iowa Depart ent of Transportatio as amended; i s_ o- C, cL LLJ " Plans, �'-5141 Specifications a Supplementary Conditions; 0 rp LL =j 5. __ e-- Notice to Bidde s; f. Note to Bidder ; g. Performance nd Payment Bond; h. Restrictionfn Non -Resident Bidding on Nan -Federal -Aid Pro%cts,,,i. Contract C mpliance Program (Anti -Discrimination Requirem j. Traffic S4alization Supplemental Unit Prices Form \\ k. Proposal/ and Bid Documents; and I. This Instrument. 112327-1 AG -1 The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors approved by City, to get er with quantities, unit prices, and extended dollar amounts, are as follows (or own on an attachment): 4. Payments are to be Conditions. DATED this city ATTEST: to thg(Contractor in accordance with the Supplementary Mayor City Clerk ATTEST: 112327-1 AG -2 Approved By: City Attorney's Offig 20 C= N TRAFFIC SIGNALIZATION SUPPLEMENTAL UNIT PRICES FORM 112327-1 AG -3 Unit tem Unit Cost Cabinet 8 Contra Iler.. 8 -Phase w/ acase son es Controller and Cabinet - -- Cabinet Modifications (H WY 1 Morlhgate Dr mtersectlo�� $ Vehicle Signal Head - R,YG w,' backplate. LS mast -arm mounted $ Vehicle Signal Head - R,Y,G W hackplate, EA side -of -p e mounted Traffic Signal Heads Vehicle !goal Head -<R,<Y,<G wlbackplate, mast- rm EA mounte $ Vehicle IS nal Head - <R.,Y,IFY.IG wl uackplate, mast - EA arm mown d _ S Vehicle Sigklal Head - R,Y,G.Y>,G> wl S.O.P. Detection Reds Vantagkvector VideolRadar Detections tem Power Supply Electrical Servide EA Handhole — RM48, TYPE 1 Handholes - % Handhole — RM -38. TYPE 2 LS Signal Cable —14 9C', S Signal Cal 147C\ I EA Signal Cable -144C S Communication Cable -14 2C Wire and Cable Tracer Wire -101C (Includes quantities within Luminaire Wire -81C signal poles, mastarms, 1 handholes, and slack) Power Cable -61C LF Ground Wire -61C $ Fiber Optic Cable -12 Singlell2Mit ode LF VideolRadar /{JJ S PTZ Camera / LF 2" HDPE(SDR 11) Trenched {I — S 2" PVC (SC H SO) Trenched Conduit 3" PVC ('SCH 80) Trenched i. $ 4" PVC (SCH 80) Pushed LF Pole Footing -3.5 dia. X 1 � 0" depth $ Pole Fooling - V dia. X 1610' depth Concrete Footings j Pole Footing -3'dia.X0'depth Cabinet Footing w' aluminum user LF Combination Signal Pc�e/Luminaire Arm - galvanized steA wi 40' mast arm ,f LF Combi nation Signal P.o!e Luminaire Arm -galvanized steel Traffic Signal Poles w155'mast arm f LF Combinaton Signal)Pole'Luminai re Arm - galvanized steel $ M70' mast arm LF LED Luminaires ; Misc Color PamTilb706m Observation Camera System LF Traffic Sign R3 -5L Traffic Sign D3-1 (Provided by City) $'Igns -:_ Traffic Sign R10-12 Traffic Sign P110-1OL LF Traffic Sign,' Special( seeslgn"C"sheet N.05) $ TOTAL FPR TRAFFIC SIGNALIZATION LF 81 LL_ 5 � 336 a S 0 N 2 112327-1 AG -3 Unit Quant! Unit Cost Extended Cost LS 1 $ $ LS 1 $ $ EA 7 $ 8 EA 3 $ c EA 3 S S EA 1 $ $ EA 1 $ $ LS 1 S $ EA 1 S $ EA 5 EA 1 $ $ LF 603 $ S LF 929 S $ LF 1,715 S $ OF 667 $ S LF 1,809 $ S LF 1,146 LF 44 LF 613 $ $ LF 915 $ $ LF 1.574 LF 160 LF 592 LF 357 $ $ LF 81 $ 5 LF 336 $ S EA 2 $ $ EA 1 $ $ EA 1 EA 1 $ 5 EA 1 $ S A 1 $ $ EA 2 $ $ EA 4 $ LS 1 $ $ . EA. $ EA EA $ $ EA 3 1 $ 5 EA 1 (numbers) PERFORMANCE AND PAYMENT BOND (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and (insert the Surety, areeld and firmly bound unto the City of called the Owner, ' the amount of for the hereby bind themselves, their heirs, executors, and severally. i *gal title of the Surety) ��_, as Surety, hereinafter called City, Iowa, as obligee, hereinafter for which Contractor and Surety rs, successors and assigns, jointly WHEREAS, Contractor has, as , entered into a (date) written Agreement with Owner for th oss Ridge Road Project — Highway 1 to Moss Ridge Campus at Rapid Creek Preserve; an WHEREAS, the Agreement quires xecution of this Performance and Payment Bond, to be completed by Contractor, ' accordanc with plans and specifications prepared by , which Agreement is by refer ce made a part reof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFO THE CONDITIONS O THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agre ent, then the obligation of this bond shall be null and void; herwise it shall remain in full force a effect until satisfactory completion of the Project. A. The Surety ereby waives notice of any alteration or a ension of time made by the Owner. B. Whene r Contractor shall be, and is declared by Owner to e, in defaul"nder the Agree ent, the Owner having performed Owner's obligations there d'Ahe E�urety may pro ptly remedy the default, or shall promptly:" C " 1. Complete the Project in accordance with the terms and=e dit0is cf' fhe Agreement, or �+ o` �^—et'� 2. Obtain a bid or bids for submission to Owner for complettnq t roiein accordance with the terms and conditions of the Agreement; and uparfinde rmina- tion by Owner and Surety of the lowest responsible bidder, arrange for a coract between such bidder and Owner, and make available, as work progresses (ev though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient 112327-1 PB -1 funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under th Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety sha f be obligated to keep the improvements covered by this bond in good repair for a pe7iod of five (5) years from the date of formal acceptance of th improvements by the O' D. No right of action 'rhall accrue to or for tl other than the OwnC named herein or thj use of any person, corporation or third party heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF T IS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573 Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with t e Principal, including any of Principal's subcontrac- tors, all claims due them for labor perfoed or materials furnished in the performance of the Agreement for whose benefit this bond is, ven. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as I/ vere expressly set out herein. 20 SIGNED AND SEALED THIN �_ DAY OF IN THE PRESENCE OF: Witness Witness (Title) (Surety) n (City, State, it � �Y ur _j j- U (Phone) Ca Gy 112327-1 PB -2 �9�htract Complyance Program � \ o CITY OF IOWA CITY y `� It is the poi' y of the City of Iowa City to require equal e ployment opportunity in all City contract work. This policy proh its discrimination by the City's contractors, c nsultants and vendors and requires them to ensure that applica s seeking employment with them and th r employees are treated equally without regard to race, color, cr d, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's interifipn to assist employers, who ar City contractors, vendors or consultants, in designing and implementing eg6al employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: 1. All contractors, vendors and consulta* requesting to do business with the City must submit an Equal Opportunity Policy�qtatement bef re the execution of the contract. 2. All City contractors, vendors,"r another governmental agency`) Program. Emergency contrac Regardless of the value of the City's Human Rights Ordinance 3. Contracting departments are r are made aware of the City's ( appropriate reporting forms. A and notice of bids. iltants with contracts of $25,000 or more (or less if required by bide by the requirements of the City's Contract Compliance be exempt from this provision at the discretion of the City. t, all contractors, vendors, and consultants are subject to the is codified at Article 2 of the City Code. for assuring that City contractors, vendors, and consultants Npliance Program reporting responsibilities and receive the okrequirements will be included in any request for proposal 4. Prior to execution of the contact, the complete and signed Assurance of Compliance (located on and pages CC -2 CC -3) or oth required material rust be received and approved by the City. 5. Contrasting departments and v0dor compliance d 6.2hich I coEracNs,wendors, are �t in natur ..0steaQuse gg der neutr 7. Lull coRrac—Wrs= vendor ', City's 4umaWAights Otc secti4-3-1. 1 responsible for ai the course of the d consultants must refrain such as those which state signs. and consultants must assure lance. The City's protected c 112327-1 CC -1 questions about contractor, consultant with the City. the use of any signs or designations i Working" or "Flagman Ahead," and subcontractors abide by the listed at Iowa City City Code SECTION II - ASSURANCE OF COMPLIANCE The followilig sets forth the minimum requirements of a satisfactory Equal Employrl4ent Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND C93 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respe to the performance of this contract, the contract/advertising; ultan r vendor agrees as follows: (For the purp ses of these minimum requirements, "contractoncl a consultants and vendors.) a. The cont ctor will not discriminate against any employicant for employment and will take affirmative orfs to ensure applicants and employees ad during employment without regard to their race, olor, creed, religion, national origin, sex, rientation, gender identity, disability, marital status, d age. Such efforts shall include, but mited to the following: employment, promotion, demo ' n, or transfer; recruitment or recruitmrtising; layoff or termination; rates of pay or other forms compensation; and selection for traluding apprenticeship. b. The contractor will, in solicitations or advertiseme s for employees placed by or on behalf of the contractor, state that it is n equal opportunity empl er. Note: Contracts that are federally f ded are subject t Executive Order No. 11246, as amended, and the regulations (see generally 29 .S.C. § 1608 seg.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, a not the Ci , enforces said regulations and orders. 3. Provide a copy of your written Eqal E ployment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephon number and addres of your business' Equal Employment Opportunity Officer? (Please print) Phone number Address 5. The undersig d agrees to display, in conspicuous places at t work site, all posters required by federal and tate law for the duration of the contract. NOTE: e City can provideWssistance in obtaining t e necessary posters. p r a� C= t� -ice o ¢� r M -<r� cn 112327-1 CC -2 6. How does your business currently unions) that you are an Equal Emp The above responses\to questions 1 Opportunity policies. Business Name Signature Print Name LL applicants, employees, and recruitment sources (including t Opportunity employer? 6, are true and correctly reflect our Equal Employment Phone Number Title Date 112327-1 CC -3 2. 3. :! SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your co pany's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources Af employees and to your subcontractors asking their cooperation. The policy statement should recognize nd accept your responsibility to provide equal employment opportunity in all your employment practic s. In regard to dissemination of this policy, this can be done, Pr example, through the use of letters to all Necruitment sources and subcontractors, personal contacts mployee meetings, web page postings, emplo a handbooks, and advertising. EQUAL EMPLOYME OFFICER Designate an equal emplo ent opportunity officer or, a/employees assi someone the responsibility of administering and promoting our company's Equal Emplo nity program. This person should have a position in your organiz\brequired emphasizes the the program. INSTRUCT STAFF Your staff should be aware of to abide bymployment Opportunity program. All employees authorized to hire,promote, or discyees or are involved in such actions should be trained and requirey with your policurrent equal employment opportunity laws. RECRUITMENT (a) (b) (c) (d) (e) (f) (g) (h) Let potential employees know you identifying yourself on all recruitment Use recruitment sources that are Ilk will only perpetuate the current con annually which reaffirms your co i assistance in helping you reach erse applicant pools. Analyze and review your com ny's recruitment procedures to identify and eliminate discriminatory barriers. volved in the employment opportunity goals. criptions to make sure the)\+ requirements to make sure equal opportunity employer. This can be done by ng as "an equal opportunity employer". �Id diverse applicant pools. Word-of-mouth recruitment of your workforce. Send recruitment sources a letter to equal employment opportunity and requests their Select and train persons support equal employmeyy Review Deriodicallv iohMf education and successful job I process to use objective standards and to rtely reflect major job functions. Review accurately reflect the requirements for Review the job plication to insure that only job related estions are asked. Ask yourself "Is this information n essary to judge an applicant's ability to pe arm the job applied for?" Only use job-related is which do not adversely affect any particular g up of people. c Monitor i rviews carefully. Prepare interview questions in advance to assure thatrthev are only iob related. rain your interviewers on discrimination laws. Biased anti, sub inte ws can be a major source of discrimination. Im ove hiring and selection procedures and use non -biased pron licies to increase and/or improve the diversity of your workforce must make sure procedures for selecting candidates for promotion, trs upon a fair assessment of an employee's ability and work record. should post and otherwise publicize all job promotional opportunities employees to bid on them. 112327-1 CC -4 btrartsfer fn" ri training nen ion. panies �ndtainin e based F&mma all panies 1. encqXage all qualified �r t City of °TPA ON 6 Attached for your in rmation is copy of Section 2 — 3 — 1 of the Iowa City Code of Or 'nances hich prohibits certain discriminatory practices in employmen . Pie e note that the protected characteristics include so e of mandated for protection by Federal or State law. As a contracto , consultant or vendor doing business with the City of Iowa City,,y u re required to abide by the provisions of the local ordinance in c njun tion with your performance under a r contract with the City. Ls CD 112327-1 CC -5 LLJ ``',r ? L> ",Q 0 N 112327-1 CC -5 2-3-1 SECTION: 2.3-3: 2-3-4: 2-3-5: 2-3-1: CHAPTER 3 DISCRIMINATORY PRACTICES Employment; Exceptions Public Accommodation; Exceptions Credit Transactions; Exceptions g Or Abetting; Retaliation: EXCEPTIONS: A. It shall be unlawfu for any employer to refuse to hire, crept, register, classify, upgradeor r far for employ- ment, or to otherwise iscriminate in employment against anyother person or to discharge any a ployee be- cause of age, color, tree disabili , gender identity, marital stat nati al origin, race, religion, sex r se ual orientation. B. it shall be unlawful far any lab r rga- nization to refuse to admit to em%an ship, apprenticeship or t fining applicant, to expel any m bar, o otherwise discriminate gainst applic ant for membershi , apprentice- ship or training or any ember in the privileges, rights or nefits of such membership, appren reship or train- ing because of e, color, creed, disability, gender Identity, marital status, national igin, race, religion, sex or sexual o entation of such ap- plicant or memb r. 2-3-1 C. It shall be unlawful for y employer, employment agency, abc organiza- tion or the emplo ees c members thereof, to direct) or indirectly adver- tise or In any o er manner Indicate or publicize th individuals are unwel- come, obj tionable or not solicited for emp yment or membership be- cause age, color, creed, disability, gend identity, marital status, nation- al gin, race, religion, as or sexual or ntatlon. (Ord. 953697, 11-7-1995) O. Employment policies relating to preg- pancy and childbirth shall be governed by the following: 1. A written or unwritten employment policy or practice which excludes from employment applicants or employees because of the employee's pregnancy is a prima facie violation of this Title. 2. Disabilities caused or contributed to by the employee's pregnancy, miscar- riage, childbirth and recovery there- from are, for all job-related purposes, temporary disabilities and shall be treated as such under any health or temporary disability Insurance or sick leave plan available In connection with employment or any written or unwrit- ten employment policies and practices involving terms and conditions of employment as applied to other tem- porary disabilities. E.It shall be unlawful for any person to solicit or require as a condition of mployment of any employee or pro - ti 0 t�7 Iowa city .y 887 "dCi 6 Y rY7 Z W 112327-1 CC -6 2-3-1 2-3-1 spective employee a test for the pres- 2. An employer or employment agency ence of the antibody to the human which chooses to offer employment or immunodeficiency virus- An agree- advertise for employment to only the Ment between an employer, employ- disabled or elderly. Any such employ - merit agency, labor organization or ment or offer of employment shall not their, mployees, agents or members discriminate among the disabled or and art\employee or prospective em- elderly on the basis of age, color, ployee ncerning employment, pay creed, disability, gender identity, mari- or beneli to an employee or pro- tal status, national origin, race, reli- spective a loyee in return for taking / gion, sex or sexual orientation. (Ord. a test for th presence of the antibody/ 95-3697, 11-7-1995) to the human immunodeficiency virus is prohibiteda prohibitions of th' 3. The employment of individuals for subsection do n t apply if the St a work within the home of the employer epidemiologist d termines and a if the employer or members of the Director of Publi Health dent res family reside therein during such em - through the utilizati n of guide nes ployment. established by the Ce ter for DI ease Control of the United tates D part- 4. The employment of individuals to ment of Health and Hu n Se ices, render personal service to the person that a person with a can ion elated of the employer or members of the to acquired immune defici n y syn- employer's family. drome poses a significant risk of transmission of the human i node- 5. To employ on the basis of sex in ficiency virus to other per ons in a those certain instances where sex is a ;,specific occupation. bona fide occupational qualification CD .- reasonably necessary to the normal F. .2Fhe,.Qlowing are exempt d from t c-. operation of a particular business or �rov icins of this Section / enterprise. The bona fide occupational qualification shall be interpreted nar- cb. AhMna fide religiou institution or rowly. itsrr�ational facility association, _ LL eorpaon or society ith respect to 6. A State or Federal program de - any q lifications fqr employment signed to benefit a specific age classi- �ased on religion whe such qualifica- fication which serves a bona fide pub- `Yi'ons are relafed tc bona fide veli- lic purpose, gious purpose. A r ligious qualifica- tion for instructiona personnel or an To employ on the basis of disability administrative offic r, serving in a in hose certain Instances where pres- supervisory capaci y of a bona fide en of disability is a bona fide occu- religious educatio, at facility or reli- pati al qualification reasonably nec- gious institution shall be presumed to essa to the normal operation of a be a bona fide ogcupational qualifica- panic ar business or enterprise. The tion. (Ord. 94-364/, 11-6-1994) bona a occupational qualification shall be interpreted narrowly. (Ord. 94-3647, 1-6-1994) 897 Iowa Ctty 112327-1 CC -7 112327-1 GC -1 sportation amended, e 17 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 SUPPLEMENTARY CON ARTICLES WITHIN THIS of Operations Supervision and Superintendence Concerning Subcontractors, Suppliers d Others Compliance with OSHA Regulations Employment Practices Contract Compliance Program (Anti- iscriminatior Measurement'and Payment Taxes Construction Restriction on Iron and Steel Conditions amendeePanc,-@tier provisions of amende j -fir skMemented remain in Q. ---z u S-1 DEFOIT10a / N I ADD to or CHANGE the fol SPECIFICATIONS. "ENGINEER" shall mean authorized representative "OWNER" and "CITY" and duly authorized ac NS Requirements) nt BiOng on Non -Federal -Aid Projects ng F deral Requirement or supplement Division 11 of the Iowa Department of or'kighway and Bridge Construction," Series of 2012, as Con fact Documents. All provisions which are not so II force knd effect. definitions Director of Public n 1101.03 of the [DOT STANDARD for the City of Iowa City, Iowa or his I mean the City of Iowa City, INwa acting through the City Council "CONTRACTING AL�HORITY," "DEPARTMENT OF TRAN\Dep TATION," or "COUNTY" shall mean the CITY'' "IDOT STANDAR SPECIFICATIONS" shall mean the Iowartment of Transportation "Standard Speci cations for Highway and Bridge Construction�Series of 2012, as amended. \ S-2 LIMITATIONS OF OPERATIONS. Add the following daragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS: Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the ENGINEER. 112327-1 SC -1 S-3 INSURANCE. Q L1 CERTIFICATE OF INSURANCE; CANCELLATION OR MODIFICATION 1. Before commencing work, the Contractor shall submit the City for approval a Certifi to of Insurance, meeting the requirements specif' d herein, to be in effect for the fuI contract period. The name, address and ph e number of the insurance compaand agent must accompany the certifica The liability limits required hereund r must apply to this Project only. 2. The Contra for shall notify the City in writing at I stthirty (30) calendar days prior to any change o cancellation of said policy or polis s. 3. Cancellation or dification of said policy or olicies shall be considered just cause for the City of Iowa ' y to immediately cans the contract and/or to halt work on the contract, and to with Id payment for any ork pertormed on the contract. MINIMUM COVERAGE Any policy or policies of ins rand responsibilities under this contras sha the following type and minimum ariVuj Tvoe of Coverage Comprehensive General Liability Bodily Injury & Prope/DamAutomobile Liability Bodily Injury & Prope Excess Liability Worker's Com sed by the Contractor to satisfy his/her contractual liability coverage, and shall be in Each Occurrence Agqregate age'$1,000,000 $2,000,000 Combined Single Limit age $1,000,000 $1,000,000 $1,000,000 :e as required b Chapter 85, Code of Iowa. *Property Damage 1' bility insurance must pro\ coverage when dete ined by City to be applicable. The Citv reauiresXhat the Contractor's Insurance carrier 112327-1 SC -2 explosion, collapse and underground A rated or hettPr by A M, Ragt CD —iC7O 'C r— r''.t m \ Ln In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: The entire amount of Contractor's liability i the policydon the Certificate of Insure pay damars for which the insured Contrs assumes ability under the indemnity agre amount sh II not be subject to reduction incurred by ontractor's insurer. ance policy coverage limits, identified in must, under the policy, be available to becomes liable, or for which the insured nt herein contained, and such coverage virtue of investigation or defense costs 2. The entire amo\Tt of the Contractor's Iia lity insurance policy coverage limits shall be payable by the Contractor's insurer, wit no deductible to be paid by, or self-insured retention to be att4uted to, the Contr ctor unless this requirement is waived by the City. Contractor's Certificate of Insuran e must set forth the nature and amount of any such deductible or self, insured retenti . 3. If Contractor's liability' surance c erage is subject to any special exclusions or limitations not common f the typ of coverage being provided, such exclusions or limitations shall be noted Nthe Ce ificate of Insurance. 4. The City prefers that Contra for provide it with "occurrence form' liability insurance coverage. If Contractor can on provide "claims -made" insurance coverage, then the ..,Contractor must comply with th ollowing requirements: CT „r a. if the Contractor change ins ante carriers, or if Contractor's insurance coverage canceled, during the ntrac period or within two years after City's acceptance ° _i f the work, Contractor grees t immediately notify the City of such event. © cat= a b:�`tl Contractor's insura ce is Cance d or is allowed to lapse during said period, LL _; �-*ontractor shall be r Alred to obtai replacement insurance coverage to fulfill its -'- 21bligation hereunder N C. If, during said per' d, Contractor volu tarily changes insurance carriers or is required to obtain replacement coverage, from another carrier, Contractor shall either (1) purchas 'tail" coverage from its -first carrier effective for a minimum of two years after ity Council acceptance of'the work, or (2) purchase "prior acts" insurance co)ver from its new carrier, covering prior acts during the period of this Contract fro and after its inception. d. "Tail" or "prior cts" coverage so provided shall have the same coverage, with the same limits, the insurance specified in this Contract, and shall not be subject to any further lijnitations or exclusions, or have a higher deductible or self-insured retention than the Insurance which it replaces. 5. The City reserv�s the right to waive any of the insurance requirements herein provided. The :City also eserves the right to reject Contractor's insurance if not in compliance with the requirhments herein provided, and on that basis to either award the contract to the next low bidder, or declare a default and pursue any and all remedies available to the City. e 112327-1 SC -3 6. In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses reduce the aggregate limits of Contractor's liability insurance below the limits required hereunder, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this C Tact, and withhold pa\with or work performed on the Contract. r 7. In the evenny of the policies or insurance coverage identifi on Contractor's Certificate ance are canceled or modified, the City may i is discretion either suspend Cors operations or activities under this Con;Act, or terminate this Contract, aold payment for work performed on the Costract. 8. The Contractor Liability. C. HOLD HARMLESS list the City of Iowa City as addnal insured for the General The Contractor shall indek ffi ocers, employees, Shiv damage, and expense (inc from, arising out of, or ineur alleging bodily injury, incluc the Contractor's operations or herself or by any Subcor of them. 2. Contractor is not, and Iowa City, Iowa. S4 SUPERVISION AND Add the following CONTRACTOR day, seven day ify, defend and harmless the City of Iowa City and its Vreaso is from any and all liability, loss, cost, attorney's fees and court costs) resulting f any claims, actions, or suits based upon or perty damage rising out of or resulting from ract, whether such operations be by himself yone directly or indirectly employed by either of the IDOT rrfaintain a qualified and r week to respond to er provide to ENGINEER the to be, an agent or employee of the City of ANDARD SPECIFICATIONS: individual. S-5 CONCER SUBCONTRACTORS, SUPPLIERS Add the f owi g paragraph to 1108.01 of the IDOT STA msible person available 24 hours per ncies which may occur after hours. e number and/or paging service of this Bidders shall list those persons, firms, companies or proposes/intends to enter into a subcontract regarding this p by the City and as noted on the Form of Proposal and the Agri ERS. PECIFICATIONS: If no minority business enterprises (MBE) are utilized, the CO documentation of all efforts to recruit MBE's. 112327-1 SC -4 r parto N 0 to whom it as req ad foLappravp C 0 shall fur S-6 COMPLIANCE WITH OSHA REGULATIONS. Add the following paragraphs to 1107.01 of the IDOT STANDARD The Contractor and all subcontractors shall comply with the (General Industry Standard) and 29 CFR 1926 (Constru Contractor and all subcontractors are solely responsible for o The ContractoO or materials that the Project Eng throughout the f not relieve the c laws regarding t S-7 EMPLOYMENT provide Material Safety Data Sheets (M II be at the job site. The Material Safety ering prior to the start of construction Rct. This data is being provided for inf r .rNctor of any obligations for complia e ardpus chemicals and right -to -know. Neither the Contractor nor his/iyer subcontractors, mental condition is such that hi her employment selves or others employed on the �oject. Contractor shall not commit any of th following following clauses in any subcontracts. \ To discriminate against any indi\ because of sex, race, color, relic marital status, age or disability un person or employee. To discharge from employment or religion, national origin, sexual on unless such disability is related to j S-8 CONTRACT COMPLIANCE For all contracts of $25,000 or Contract Compliance Program, S-9 MEASUREMENT AND PA Section 01025, Measure defines all pay items and applicable;, Sections in the C S-19.,TAXES. %sa.rS I ti'..._ cuteactors anwP! p,provq LL x a IFICATIONS: ements of 29 CFR 1910 Industry Standard). The nce with said regulations. j; S) for all hazardous chemicals ata Sheets will be submitted to nd supplemented as necessary national purposes only and does with applicable OSHA and State employ any person whose physical or danqer the health and safety of them - practices and agrees to include the arms, conditions, or privileges of employment nal origin, sexual orientation, gender identity, disability is related to job performance of such to hire any individual because of sex, race, color, gender identity, marital status, age, or disability mance of such person or employee. (ANA- DISCRIMINATION REQUIREMENTS). nor the Contractor hall abide by the requirements of the City's h//ich is included with th se Specifications beginning on page CC -1. r ENT. and Payment, contain\pro ivision 1 of these specifications ids of measurement. Thions of this section will supersede STANDARD SPECIFIC. subcontractors will be provided a Sales Tax Exemption Certificate to supplies, or equipment in the performance o the contract. The Contractor necessary for the certificates to be issued. 112327-1 SC -5 S-11 CONSTRUCTION STAKES. Replace the last paragraph of 1105.06 of the IDOT Standard Specifications with the following: The Contractor shall be responsible for the preservation of stakes an� marks. Any necessary re -staking will be at the Contractor's expense and will be ch ed at a rate of $75 per hour. ! S-12 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAVAID PROJECTS. The Contractdk awarded the project together with all Subcontractors Xall be required to complete the form includ d with these specifications (and entitled the same this section) and submit it to the Engineer be re work can begin on the project. S-13 IRON AND *TEEL MANUFACTURING FEDERAL RECI&REMENT Delete Section 11 OV06 of the IDOT Standard monies. 112327-1 SC -6 .-a 0 �� c. cl>-C -=ice — O t� 5 ,<r n IM RESTRICTION ON NON-RESIDENT BIDDING ON NON -FEDERAL -AID PROJECTS PROJECT NAME: TYPE OF WORK: DATE OF LETTING: \ 1 A resident bidder shall be allowed a' foreign country which gives or require That preference is°equal to the prefi which the non-resident bidder is a res transact business in th1 s state and ha business for at least si months prior case of a corporation, above corporation have at least fifty percent This qualification as residenNidder s subcontractors at the work site until tl I hereby certify that the undersigned from the start of the project until its ce COMPANY NAME: CORPORATE OFFICER: TITLE: DATE: 6/13 data on citynj&gW,aste So.c0rontend doe LU c �> ter LLCD N !ference as against a non-resident bidder from a state or 3 preference to bidders from that state or foreign country. nce given or required by the state or foreign country in :nt. 'Resident bidder" is defined as a person authorized to g a place of business within the state, and has conducted the first advertisement for the public improvement. In the luirements apply as well as the requirement that the its common stock owned by residents of this state. II be maintained by the bidder and his/her contractors and project is completed. a resident bidder as defined above and will remain such pletion. 112327-1 R-1 DOCUMENT 00521 TSB CONTRACT PROVISION SPECIFIC AFFIRMATIVE ACTION RESPONSIBILITIES The following Contkct Provisions are attac Bidders shall compl \with the provisions as 1. Contract Provisions \TargetedSmall Non -Federal and Prol is (for Third -I 2, Targeted Small incorporated into this section of the Project Manual. in these documents. ness (TSB) Affirmative Action Responsibilities on State -Assisted Projects). Contact Information. 112327-1 00521 - TSB -1 l: 3 O UJ C7_ W J} ¢ p U i— C7 cv incorporated into this section of the Project Manual. in these documents. ness (TSB) Affirmative Action Responsibilities on State -Assisted Projects). Contact Information. 112327-1 00521 - TSB -1 DOCUMENT 00521 TSB CONTRACT PROVISION 112327-1 00521 - TSB -2 C=) v In 13 April 2010 CONTRACT PROVISION Targeted Small Business (TSB) Affirmative Action Responsibilities on Non -Federal -aid Projects (Third -party State -Assisted Projects) 1. TSB DEFINITIONI C-1 A T�B..js a small bus ess, as defined by Iowa Code Section 15.102(5), which is 51% or more owned, operated and°aetively mina' ed) -y one or more womep, minority persons or persons with a disability. Generally this is a for- ..c-. prof rfiall t Osin enf rprise under single anagement, is located in Iowa and has an annual gross income of less thjin 3 million dIVa omputed as an av rage of the three preceding fiscal years. ....y o gat 2. TU:REQLL•iIjEM f�FS In all State-aassistet�rcjects ma�e available t rough the Iowa Department of Transportation, local governments have cent affirm`ative action re irements t encourage and increase participation of disadvantaged individuals in business enterprises. These re irements are based on Iowa Code Section 19B.7 and 541 Iowa Administrative Code Chapter 4. These requiremen super ede all existing TSB regulations, orders, circulars and administrative requirements. 3. TSB DIRECTORY INFORMATION Available from: Iowa Department of Inspec ns and Appeals Targeted Small Business Lucas Building Des Moines, IA 50319 Phone: 515-281-7102 Website: htt aldia.iowa. vl a e7. tml 4. THE CONTRACTOR'S TSB POLICY The contractor is expected to promote p rticipation o\dis dvantaged business enterprises as suppliers, manufactures and subcontractors throu h a continuous, positive, result -oriented program. Therefore the contractor's TSB policy shall be: ! \\\ It is the policy of this firm that targeted Small Business�(TSB) concerns shall have the maximum practical opportunity to participate in ccjntracts funded with State- ssisted funds which are administered by this firm (e.g. suppliers, manufactures and subcontractors). The rpose of our policy is to encourage and increase the TSB participatiq In contracting opportunities ade available by State -assisted programs. 5. CONTRACTOR SHALL APPOINT AN EQUAL EMPLOYMENT OPP TUNITY (EEO) OFFICER a The contractor shall designate a r ponsible person to serve as TSB of er to fulfill the contractors affirmative action responsibilities. This perso shall have the necessary statistics, fu ding, authority and responsibility to carry out and enforce the firm's E O policy. The EEO officer shall be resp nsible for developing, managing and implementing the program on a clay -to -day basis. The officer shall also: A. For current TSB information, contact the Iowa Department of Inspectio s and Appeals (515-281-7102) to identify potential maten I suppliers, manufactures and contractors. ' \ B. Make every r -_a- - blTeffort to involve TSBs by soliciting quotations from�them and incorporating them into the firm's bid, C. Make every reasonable effort to establish systematic written and verbal contact with those TSBs having the materials or expertise to perform the work to be subcontracted, at least two weeks prior to the time quotations are to be submitted. Maintain complete records of negotiation efforts. Page 1 TSB Affirmative Action Responsibilities D. Provide or arrange for assistance to TSBs in seeking bonding, analyzing plans/specifications or other actions that can be viewed as technical assistance. E. Ensure the scheduled progress payments are made to TSBs as agreed in subcontract agreements. F. Requiall subcontractors and material suppliers to comply with all contract equal opportunity and affirmE4ive action provisions. 6. COUNTING TSBs PARTICIPATION ON A PROJECT TSBs are to assum actual and contractual responsibilities for provision materials/supplies, subcontracted work or other commercial) useful function. A. The bidder may ount: (1) Planned ex nditures for materials/supplies to b obtained from TSB suppliers and manufacturer or (2) Work to be sub ontracted to a TSB; or (3) Any other comm cially useful function. B. The contractor may count: 100% of an expenditur to a TSB m raw materials. 60% of an expenditure to perform a commercially use Only those expenditures to contract, including those as Work the Contracting Auth The TSB must have a ne e that produces/supplies goods manufactured from ipliers that are not manufacturers; provided the suppliers fiction in the supply process. that perform a commercially useful function in the work of a market outside the con xt of the T: materials from the ori a contractor REQUIRED DATA, DOCUM BIDDERS/CONTRACTORS A. Bidders determined that it involves a commercially useful function. useful role in the transaction of a kind for which there is a i program. For example, leasing equipment or purchasing wokild not count. CONTRACT AW D PROCEDURES FROM ECTS WITH ASSIGNED GOALS Bidders who fail t emonstrate reasonable positive efforts\ contract. Bidder shall complete the bidding documents plu Contact Infor tion". This form includes: (1) Na (s) of the TSB(s) contacted regarding subcon (2) D of the contract. (3) hether or not a TSB bid/quotation was received. (4) hether or not the TSB's bid/quotation was used. (5) The dollar amount proposed to be subcontracted. B. ,Contractors Using Quotes From TSBs be declared ineligible29 be awarded the separate forrr>rgalled "MB Pre -Bid Use those TSBs whose quotes are listed in the "Quotation Used in Bid" colu indicated on the Pre-bid Contact Information form. Page 2 along with a "yes" c ble items. c> -C o �M -0 M PK CO k71 :y c.n ra Use those TSBs whose quotes are listed in the "Quotation Used in Bid" colu indicated on the Pre-bid Contact Information form. Page 2 along with a "yes" TSB Affirmative Action Responsibilities C. Contractors NOT Using Quotes From TSBs If there are no TSBs listed on the Pre-bid Cc effort made to include TSB participation in What pre -solicitation or pre-bid me( Vich general news circulation, tra a yrtised concerning the subcontr WerA written notices sent to TSBs I for th JSBs to participate effective Were iNtial solicitations of intereste Were TSBs provided with adequate of the contract' Were intereste the decision\iia Were interest contractor? Were services and Federal m assistance. ict Information form, then the contractor shall document all project by documenting the following: gs scheduled by the contracting authority were attended? associations and/or minority -focused media were ing opportunities? t TSBs were being solicited and was sufficient time allowed TSBs followed up? information about the plans, specifications and requirements TSBs negotiate+ith in good faith? If a TSB was rejected as unqualified, was ed on an investi tion of their capabilities? TSBs assisted i�obtaining bonding, lines of credit or insurance required by the The above documentation shall re of the project and be available for of minorit, business in 8. POSITIVE EFFORT DOCUMENTATION Contractors are also required to make assigned goals. Form 'TSB Pre-bid C there is no TSB participation, then the contract award. / organization, minority contractors groups; local, State offices or any other organization providing such ontractor's files for a period of three (3) years after the completion by the Iowa Department of Inspections and Appeals. NO GOALS ARE ASSIGNED efforts in utilizing TSBs on all State -assisted projects which are not ,tf�ormation" is required to be submitted with bids on all projects. If hall comply with section 7C. of this document prior to the Page 3 _." C." " LU _J?= Q t - ,s o N' / organization, minority contractors groups; local, State offices or any other organization providing such ontractor's files for a period of three (3) years after the completion by the Iowa Department of Inspections and Appeals. NO GOALS ARE ASSIGNED efforts in utilizing TSBs on all State -assisted projects which are not ,tf�ormation" is required to be submitted with bids on all projects. If hall comply with section 7C. of this document prior to the Page 3 W z Z o] J J Q O Z U F ❑ Q w Z W o0 C) of m Q W H a L 3 3 T m L v E a ❑ ❑ W W OU O§ nz FO U Q j K m gw J m 00 0 ❑F- m Z_ W N 7 z O Q O O❑ } Z a ❑ w WU ❑ Q z w > 0 w U U m w H Z) m > z xRz<o) ❑ U F- C$ D O i y m m SECTION 01010 SUMMARY PART 1 — GENER'AL General descriptio, not all inclusive. A. Base Bid Wory: 1. Install erosl9n controls. 2. Clear and grin strip topsoil, 3. Coordinate utilitkrelocatio 4. Construct sanitary kewer 5. Construct drainage cuiv�i-ts 6. Construct water mainA-ide 7. Grade the site and pr 8. Construct PCC and �MA s 9. Construct traffic si al and THE WORK and prepare the site, with the utility. and storm sewer system. ;tion and subgrade preparation. pavement, sidewalks, and drives. 10. Backfill and grad, the project. 11. Seed, fertilize, mulch and install eros controls for the project. 12. Provide, mai-kin and comply with 'the Stonnwater Pollution Prevention Plan (SNvPPP) thrq{ ghout the duration of the p 4 13. Remove erlon controls upon site stabili: c M. All other w6rk as shown on the plans and 112327-1 01010-1 in the specifications. ; a g p _J> t]h^ O N 112327-1 01010-1 in the specifications. 0101&2 k\ / \cj G 3G 2 m D SECTION 01025 ® MEASUREMEN AND PAYMENT 'ART 1al RAL 1.01 SAIIW1ARY' A. Procedurexand submittal require cuts for schedule of values, applications for payment, and unit pri s. 1.02 STANDARDOFME��VREMENTS: A. Work completed der the co tract shall be measured by the Engineer. Payment will be based on the actua quantity f work performed according to the various classes of work specified unless note in Part of this Section. The Contractor will be given an opportunity to be present during m sure ent. 1.03 SCOPE OF PAYMENT: A. The Contractor shall/ao,oep the compensation as herein provided as fill payment for furnishing materials, t ols and equipment and for performing work under the contract; also, for cosing\ILi ction of the elements, or from any unforeseen difficulties which maycong the execution of the work and up to the time of acceptance. B. Construction items ay be bid um or as itemized work, which will be paid on a unit cost basis. In ei er case, say be required for which a separate pay item is not provided. Cam etion ofthiquired. If a separate pay item is not provided for this work, it is to e considered incidental O the project and no separate payment will be made. l \ PART 2 -PRODUCTS 2.01 NONE PART 3-E< 3.01 PROCEDURE: A. Payment finder this contract shall occur no more than onter month for work completed by the Contractor. Payment is based on an estimate of the t al amount and value of work completVd minus 5% retainage. It is not the City's polio to pay for materials and equipn'�nt stored or furnishings fabricated off site. \ The% retainage will be released 31 days after the project is accepted by the City Council, provided no claims against the project have been filed within 30 days of project acceptance. Chapter 573 of the Code of Iowa will govern the release of retainage and resolution of claims. 112327-1 01025-1 3.02 BID ITEMS: A. GENERAL The following subsections describe the measurement of and payment for the work to be done under the items listed in the FORM OF PROPOSAL,. V. Each unit or lutnp sum price stated shall constitute full yment as herein specified for each item of work completed in accordance wit/additional ings and specifications, including clean up\Nodditional Contractor's responsibility to identions of public and private utilities. compensation will be made erference or delay caused by the t and/or relocation of said utilities. compensation will be made for sts to fix damage caused by the Cont/her Subcontractors. Work asso iate( protected, re o, unless it is lis unsuitable for r necessary, at the with existing item,s o private and/or public property that are to be d, relocated, replace reinstalled or modified is considered incidental as an item in the F RM OF PROPOSAL Existma items damaged or All trees and shrubs "REMOVE" or "CL the Engineer. The p shrubs shall include injury or damage to The prices for for top soil ri PROPOSAL), necessary shee placement ani ion or reinsta tion will be replaced with like item ang�iaintcd, if actor's expe se. j r kall rema' and be protected from damage unless�g�ific'fy noted -as A GRUB" on the project plans and as (A�visa�directMy ;es those items which may have any impact p4iSistwi % tre d om ation for special precautionary measure ire�-to put i ree;As rb or root system. �? cn ems which�i olve grading or excavation shall include compensation and replaceMe t (unless it is listed as an item in the FORM OF deP osal of surplus 0 vated material, handling water, installation of all ng, bracing and tempdra _ fencing around all open excavations and supply, compaction of specified bac till. The price for those items which involve Sur cc removal adjacent to buildings or vaults shall inc de compensation to protect exposed s rfaces from water which may leak or seep into v lts and/or basements. Fv abor, materials and equipment required tobn srfacestothe proper elevation and ity including loading, hauling, and disposal ounsuitable material, below grade ation, borrow and hauling, placing, forming, dryi\FM ering and compaction of fill material, and all such work as may be required to makading work complete with a uniform surface free of rock, broken concrete, treelimbs and other debris is incidental to this project unless it is listed as an item in tOF PROPOSAL. The Contractor must pay for all parking permit fees, meter hoNs, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their id prices. The City will not waive parking fees or fines. Permits paid for by the Contractowill be issued only for construction vehicles, not personal vehicles. \ The Contractor shall be responsible for continuous cleaning of mud and bris off adjacent driveways, streets, sidewalks and private property, when mud and debris Tkdeposited there as a result of any construction activity. The cost of clean up shall be inciden ]. The City shall provide material testing services referenced herein. 112327-1 01025-2 B. BID ITEM DESCRIPTIONS Clearing and Grubbing (ACRE) Unit price includes mate dis se of trees, stumps, n vege ation, rubbish and fi show on the Plans and burvin allowed on the sit on the t it bid price for tl the Moss idge Road con for remova of tree stumps 2. Excavation, Bass 10, Contractor shall complete const requirements of Standard SpcM D, lb of the to materials --- I Department o f I 1, equipment and labor necessary to cut, remove and s, logs, down timber and branches, hedges, blush, shrubs, I fence within the limits of clearing and grubbing or as directed by the Engineer. There will be no burning or Measurement will be by acre and payment will be based number of acres satisfactorily cleared and grubbed along or. No additional measurement or payment will be made ong Highway 1, cost considered included in this item. and Borrow (CY) 4 are: 6,900 cubic yards cut and 71,500 cubic yards fill :). This item will be paid based on the plan quantity for fill 1f 71,500 cubic yards. No measurement will be made. Work n from the existing ground surface to the subgrade for the ki on for borrow where so ordered; excavation for shoulders, itches. culvert inlets and outlets, and intersections all in nt grades and prescribed cross-sections above the finish d 'sposal of all materials, except materials or items for which !rwis- provided. This item also includes all work required to he pr er subgrade elevation and density along the entire cross in surf e free of debris. Scarification and recompaction of nded in this item. The removal of all obstructions within the inchndingVreslopes and backslopes shall be included in this e responsible for Lair ction. Suitable ik Section 2102.02, D, rations or granular soils a Department of Transpi meet the requirements ransnortation Standard S lig suitable borrow materials as required to shall be cohesive soils that meet the of the Iowa Department of Transportation hat meet the requirements Section 2102.02, Cation Standard Specifications. All borrow Section 2102.02, D, 2 of the Iowa Also inclu* is cutting, loading, hauling and grade exc ation. borrow and hauling, pla comnactio of fill material. Approve Contractor -provided borrow pit and mate to this it&. There will be no payment for overhaul. ;at of unsuitable material, below forming, drying, watering and Material and compaction testing, as outlined in the below, shall be performed by an independent t employed by the City. 112327-1 01025-3 as needed, shall be incidental documents and listed at testing laboratory The estimated }uanti' (including 30% s tial (including 30% sln includes all excava'c ipavement, and excA `' slopes, open channel fDconfonnity with aligr Uj � � grade; and removal a is o Cj,�_direct payment otl y..t,3bring the roadway to i 1-9 scamn with a unif r Qsubgrade is also in It d – limits of the proje t, " item. Contractor shall complete const requirements of Standard SpcM D, lb of the to materials --- I Department o f I 1, equipment and labor necessary to cut, remove and s, logs, down timber and branches, hedges, blush, shrubs, I fence within the limits of clearing and grubbing or as directed by the Engineer. There will be no burning or Measurement will be by acre and payment will be based number of acres satisfactorily cleared and grubbed along or. No additional measurement or payment will be made ong Highway 1, cost considered included in this item. and Borrow (CY) 4 are: 6,900 cubic yards cut and 71,500 cubic yards fill :). This item will be paid based on the plan quantity for fill 1f 71,500 cubic yards. No measurement will be made. Work n from the existing ground surface to the subgrade for the ki on for borrow where so ordered; excavation for shoulders, itches. culvert inlets and outlets, and intersections all in nt grades and prescribed cross-sections above the finish d 'sposal of all materials, except materials or items for which !rwis- provided. This item also includes all work required to he pr er subgrade elevation and density along the entire cross in surf e free of debris. Scarification and recompaction of nded in this item. The removal of all obstructions within the inchndingVreslopes and backslopes shall be included in this e responsible for Lair ction. Suitable ik Section 2102.02, D, rations or granular soils a Department of Transpi meet the requirements ransnortation Standard S lig suitable borrow materials as required to shall be cohesive soils that meet the of the Iowa Department of Transportation hat meet the requirements Section 2102.02, Cation Standard Specifications. All borrow Section 2102.02, D, 2 of the Iowa Also inclu* is cutting, loading, hauling and grade exc ation. borrow and hauling, pla comnactio of fill material. Approve Contractor -provided borrow pit and mate to this it&. There will be no payment for overhaul. ;at of unsuitable material, below forming, drying, watering and Material and compaction testing, as outlined in the below, shall be performed by an independent t employed by the City. 112327-1 01025-3 as needed, shall be incidental documents and listed at testing laboratory Compaction Requirements Minimum Range of Moisture Contents for Material Type Standard Proctor Com Taction % and Location Density Compaction Minimum, Maximum Requirement (%) Low Plasticity Cohes' e ithin 1 foot of ished pavement 98 -2 +3 su grade Moe than 1 foot belo pavement 95 -2 +3 sub a e Moderate to Hi h P astici Cohesive At least 1 out below pav ent 95 0 +4 sub ade ranular Within 1 foot finished paveme t 98 -3 +3 subgrade More than 1 foot below pavement 95 -3 +3 subgrad In addition to compact r0 heavy, rubber -tired c nstn of 25 tons). No se rate f included in the cg4t of this 3. Topsoil, StriVSalvage and moisture testing the subgrade shall be proofrolled using n equipment or a tandem axle dump truck (gross weight rent will be made for proofrolling, it shall be qn rsidered Q r' C rea (CY) h_< ::; s /andreading cludes material, equip ent and labor necessary to rerrtr5vc to�oil fhlli to be covered by fill, pr aration o£ vegetation; and as erg, mposi Ling° the topsoil on areas to e seeded and sodded. Ot1tei�itefAN incl'nd� wing, bladmg, disking, and tockpiling. Topsoil shail'be remzaved to a ch depth. This item will be pa based on the plan quantity of cubic yards of topsoil stripped, salvaged and respread. measurement will be made. Modified Subbase (CY) Unit price includes material, equipment and lab necessary to furnish, place, and compact aggregate base as shown on the plans. ther item included is subgrade preparation to 98% Standard Proctor Density. Meas ement will be by volume and payment will be based on the unit bid price for the number of cubic yards satisfactorily constructed. Contractor will be required to rovide rock tickets. The modified subbase material shall meet the requirements f Sections 2115 and 4123 of the Iowa Department of Transportation Standard Specifitions for Highway and Bridge Construction. Granular Shoulders, Type A (TON) Unit price includes material, labor and equipment for placement of granular shoulder. 112327-1 01025-4 Payment for this item will be based upon the number of tons of specified rock used to construct granular shoulders at the specified widths and thicknesses. Compaction and special shaping will not be paid for separately but shall be considered incidental to this item. Granular shoulders shall meet the requirements of Section 2121 with a gradation meeting the requirements of Section 4120.04 (Class A); of the Iowa Department of i'(ransportation Standard Specifications for highway and Bridge Construction. 6. Pa\ed Shoulder, Hot Mix Aspftalt Mixture, 6 In. (SY) Unit ice includes material, equipment and labor necessary to provide, place, and constri t HMA pavement at he locations shown on the plans. 6 Inch HMA shoulder section i eludes 3 inch has , 1.5 inch intermediate, and 1.5 inch surface courses. Other iter included are s arifying and recompacting the subgradc, preparation of surfaces to eceive HMA/placement and compaction of HNIA, tack coat, HMA pavement san les, and HN? testing. Paved shoulders hall me t the requirements of Section 2122 with Hot Mix Asphalt CD meeting the requ ement of Section 2303 (PG -58-28 for base course and 64-28 for intermediate and su face courses); of the Iowa Department of Transportation Standard ,; Ct rx_ Specifications for Hi hN ay and Bridge Construction. d �> UJ o� Measurement and pa rent will be by the square yard of shoulder satisfactorily constructed and teste . easurentent area is to top of HMA shoulder and does not Be yQ —7 �3�e..�� include wedge. Wed e ar - is considered incidental to this item's measurement. WAe �• U °1 T Relocation of Mail oxer (Et CH) cv The unit price sh, 1 be full cot pensation for furnishing all materials and labor for relocation of the ailbox as sh vn on the plans (Sheet A.12). Item also includes installation of ne post of the sam type and size as the existing post. S. Standard or S p Form Portland C ment Concrete Pavement, Class C, Class 3 Durability, 8 I . (SY) 9. Standard or lip Form Portland Cem lit Concrete Pavement, Class C, Class 3 Durability, 9 . (SY) 10. Standard or Slip Fonn Portland Cemen Concrete Pavement, Class C, Class 3 Durability, IP In. (SY) 11. Median, P.4!!!!!!. Concrete, 4 In. (SY) ( o Unit pried includes material, equipment and abor necessary to construct PCC pavement lat the specified width, thickness, and loc tions as shown on the plans. Items include t�x design, tasting, preparing base; sawcutt g, protection of utilities, integral curb, fotin setting, floating and finishing, applicatio of curing compound, jointing, joint wailing, fixture block-out, or any other means n essary to complete the work. Also t eluded with this item are all materials labor, nd equipment to determine pavennt smoothness for mainline pavement and provice for surface correction, as specit�ied. . Contractor may use the maturity method o testing to determine the strength of Portland Cement Concrete, as specified. Aggregate durability class for P.C. Concrete pavement shall be ;lass 3i as specified in Section 4115.010 of the Iowa Department of Transportation Sta Jard Specifications Measurement will be by arca and payment will be based on the unit bid price for the 112327-1 01025-5 number of square yards satisfactorily constructed. Certified plant inspection, pavement thic smoothness measurement and maturity testing be considered incidental to this item. 12. Hot Mix Asphalt Mixture (3,000,000 ESAL), i cores, profilograph pavement not be paid for separately but shall Course, 1/2 In. Mix (TON) Unit price includes material, equipment a d labor necessary to provide, place, and construct HMA pavement at the locations shown on the plans. Other items included are scarifying and recompacting -the s grade, preparation of surfaces to receive LIMA, placement and compaction of A, tack coat, HMA pavement samples, and HMA testing. This item also inc des adjustments to existing utility fixtures, including but not limited to valves to e new pavement or ground elevations as shown on the plans. Measurement 'will e by weight and payment will be based on the number of tons satisfactorily const cted and tested. for field voids and 1 oratory voids will be adjusted by the Pay Factors in Section 2303.05,3 of the Iowa Department of Transportation Standard itions for Highway d Bridge Construction. Unit price ncludes mater 1, equipment and labor necessary to provide, place, and construct pavement a he locations shown on the plans. Other items included axe pre tion of surfaces to ceive HMA, placement and compaction of HMA, tack ,ra avement samples, a d HMA testing. Measurement will be by weight and be based on the nuoftonssatisfactorily constructed and tested. field voids and laborat voids will be adjusted by the Pay Factors ection 2303.05, A.3 of the owa Department of Transportation Standard Specifications for Highway and Bridge C struction. Pavement smoothness for surface course n included in this item and shall be performed by the Contractor in accordance wit ection 2316 of the Iowa Department of Transportation Standard Specifications for Hig way and Bridge Construction. Intermediate and surface courses shall use PG 64-28 �Asohalt binder. Certified plant inspection will not be paid for separa%1y but shall be considered incidental to this item. AA 15. Temporary Pavement (SI) Unit price includes material, equipment and labor necessarxto provide, place, construct, and remove temporary HMA pavement on Modifiliol Subbase at the locations shown on the plans. 6 Inch HMA section includes 3 inc base and 3 inch surface courses. Other items included are preparation of surfaces tk receive HMA, 112327-1 01025-6 N 0 Base con e s/usePG-28 asphalt binder.Certified plawill not be paid for separately but sg11)e Tonsidrincidental to p HotMixAsp,000,000 {r -a13. ESAL), Intermediate Course,n. Ngx (T(14. HotMixAsp,000,000 ESAL), Surface Course, 1/2 ftc-Riix, emiction' e- 2 (TON) cri ry Unit price ncludes mater 1, equipment and labor necessary to provide, place, and construct pavement a he locations shown on the plans. Other items included axe pre tion of surfaces to ceive HMA, placement and compaction of HMA, tack ,ra avement samples, a d HMA testing. Measurement will be by weight and be based on the nuoftonssatisfactorily constructed and tested. field voids and laborat voids will be adjusted by the Pay Factors ection 2303.05, A.3 of the owa Department of Transportation Standard Specifications for Highway and Bridge C struction. Pavement smoothness for surface course n included in this item and shall be performed by the Contractor in accordance wit ection 2316 of the Iowa Department of Transportation Standard Specifications for Hig way and Bridge Construction. Intermediate and surface courses shall use PG 64-28 �Asohalt binder. Certified plant inspection will not be paid for separa%1y but shall be considered incidental to this item. AA 15. Temporary Pavement (SI) Unit price includes material, equipment and labor necessarxto provide, place, construct, and remove temporary HMA pavement on Modifiliol Subbase at the locations shown on the plans. 6 Inch HMA section includes 3 inc base and 3 inch surface courses. Other items included are preparation of surfaces tk receive HMA, 112327-1 01025-6 placement and compaction of HMA, tack coat, special shaped curb, shaping, HMA pavement samples, removal of temporary pavement, and EPVLA testing. Measurement will be by area and payment will be based on the unit bid price for the number of square yards of temporary pavement satisfactorily constricted, tested, and removed. Tern orary HMA pavement shall meet the requirements of Section 2303 (PG -58-28 for ba e and surface courses); of the Iowa Department of Transportation Standard Specific tions for Highway and Bridge Constriction. Certifiedp ant inspection will not be paid for separately but shall be considered incidentalto hisitem. 16. Surfacing, Driv way, Class A Crushed Stdne (TON) Unit price include aterial, labor and e uipment for placement of granular driveway. Payment for this ite 1 will be based up n the number of tons of specified rock used to construct granular '2. inch thick driveway. Compaction and special shaping will not be paid for separately Itshall be cot tdered incidental to this item. Granular driveways steal meet th requirements of Section 2121 with a gradation meeting the requirements f Sec 'on 4120.04 (Class A); of the Iowa Department of Transportation Standard Sp cific tions for Highway and Bridge Construction. © 17.,: Removals, As Per Plan (ES) Ws c a Q . Unit price includes material, qu' ment and labor necessary to remove and dispose of existing stow sewer, flared end ctions, and removal and re-establishing field fence o EN connections with new fie fence. Other items include protection of utilities and r et protection of existing si s. Item r eludes grouting existing pipe (Sheet A.03) and r' removing existing intakef(Sheets A.0 and U.06). Item also includes relocating and o — extending tracer wire to/ sanitary sewe locator (Sheet A.08). Payment will be based Oil percentage completcyfor the lump sat bid price. 18. Removal of Sign 'Unit price includeshnaterial. equipment. and I bor necessary to remove existing signs and posts as show'p on the plans. Other items rcluded are temporary relocations of signs as directed by the Owner's Representative, Xie protection of utilities.. excavation, backfill, removin n ( and disposal of unsuitable tcrials, and incidental concrete. Measurement a d payment will be based on the uni bid price for the number of signs satisfactorily r4 toyed. 19. Aprons, Coinrete, 15 In. Dia. (EACH) 20. Aprons, Cot1crete, 36 In. Dia. (EACH) 21. Aprons, Cgqficretc, 42 Ill. Dia. (EACI1) 22. Aprons. "ricrete, 48 In. Dia. (EACH) 23. Aprons, �etal (EACH) Lnit ice includes material, equipment and labor necessary r provide and install aero s at the locations and elevations as shown on the plans. ther items include exc nation, sheeting and shoring, dewatering, shaping of subg'ade._ bedding backfill. anC hardware. Also includes apron tno wall Nrd pipe comrectors. casurement will be y each, and payment will be based on the unit bid price for the n tuber installed for each size and t ape. The last hyo pipe joints before the apron sectio shall be tied (Iowa DOT Standard Road Plan RF -14, Type 3 Connect on) and is incidental to these 112327-1 01025-7 items. 24. Manhole, Sanitary Sewer, SW -301,48 hr. (EACH) Unit price shall be full compensation forfurnishing all als and labor for installing sanitary manholes and appurtenances of the give materitype and size including excavation, sheeting and shoring, dewatering bedding, ackfill, compaction, joint sealant, exterior joint wrap, precast concrete adjusfinV rings, frame and cover, chimney seals and other miscellaneous related work incl ding testing. Measurement will be by each, and payment will be based on the un' bid price for the number of sanitary sewer manholes satisfactorily constructed. 25.nhole, Storm Sewer, SW -401,48 In. (EACH) 26. Ma sole, Storm Sewer, SW -401, 601n. (EACH) Unit p ice includes material, equipment and lab/necessary to excavate, bed, install, and b filIl storm sewer manholes in the loc tons shown in the plans. Other items include\toexpose g, bedding, backfill, to porary sheeting and shoring, hand excavatise utilities, protection a d temporary support of existing utilities, protectios, repair or roots, re val and disposal of unsuitable material, incidente, concrete fillet, c paction, precast concrete adjusting ringsmanholeame, connection storm sewers, and other items necessary forconstruce manhole. Me ement will be by each, and payment will be based onbid price for e number of storm sewer manholes satisfactorily construc 27.Aln e, SW -509 (EAC 28.e, SW -510 (EACH) 29.e, SW -512, 18 -In. CH) 30.e, SW -512, 24-I . (EA H) 31.e, SW -513 (E H) price in odes material, quipntruct an ackftll stomt sewe intalfill, mporary sbecting and sh(cti and temporary support f 1 of unsuitable material, intie and casting, and connections of and payment will be based on tactorily constructed. Manhole Adjustment, Major (EACH) 0 y�� c —icy :Crn -v C> in and labor necessary ; Z excWate, ted! ;s. Other items include dewaterinW,, bedding, -ing, band excavation to expose utilities, existing utilities, sawcutting removal and nal concrete, concrete fillet, reinforcement, itorni sewer pipes. Measurement will be by unit bid price for the number of intakes Unit price includes material, equipment and la r necessary to adjust the vertical elevations of existing manholes to finished grade.ther items include removal of the existing casting, adjusting rings, and/or top conical ection; furnishing and installing adjustment rings, furnishing and installing new cas g where noted on the plans, installing new chimney seal (sanitary sewer manholes ily), excavation, backfill, and compaction. Measurement will be by each and payment ill be based on the unit bid price for the number of manholes satisfactorily adjusted. 33. Continuous Trench Drain (500-20) (LF) Unit price shall be full compensation for furnishing all ma rials and labor for installing continuous trench drain of the given type and size 1'11 th appurtenances. 112327-1 01025-8 Includes trench forming, elbows, grouted joints, surface casting, and special eomiections. PCC concrete to construct curb around continuous trench drain shall be paid for under the curb and gutter item. Trench drain shall be designed, manufactured, and supplied by one of the following: - Zum Industries, Inc. or a design ted distributor, telephone (815) 806-9826 - BT. Inc. or a designated distrib (or, telephone (708) 862-7870 - ubbell Power Systems, Inc. o a designated distributor, telephone (865) 635- The unit price hall be full compensation for fitmi.hing all materials and labor for installing subdoin outlets and appurtenances of the iven type and diameter. Item includes excavating to expose existing subdrain, bac ill, compaction and coupling. Measurenientjwill be based upon the number of pr cr extensions satisfactorily completed. 1 t Constructior% of the subdrain outlets shall be in accordance ith the Iowa Department of Transpo�iation Standard Road Plan RF -19F unless othe vise noted. Extension shall be long enough to daylight Subdrain to widened embanknr nt foreslope. 37. Storm Sewer Gravity Main, Trenched, (I IDPE), 12 In. (LF) 38. Storm Seder Gravity Main, Trenched, (HDPE), 18 In. (LF) 39. Storm Sewer Gravity Main, Trenched, (PVC), 12 In. (LF) 112327-1 01025-9 - Ap roved equivalent. Measurcn exclude the spa e across outlet connection. or shall 34. Subdrain. Lo nitudinal, (Shoulder 6 In. Dia. (LF) Unit price steal be full comp sat'ion for furnishing all materials and labor for installing subdrai of the given t 'pe and diameter with appurtenances- Includes trench excavation, chspos of execs excavated material, furnishing and placing plugs, elbows, tees, end cap . groutecoints. filter fabric, special connections, furnishing and placing porous beddin , clean) ut assemblies, and finishing the surface as directed by the Eneineer. Pipe and pipe finings . iall be Polyvinyl Chloride (PVC) corrugated pipe ct Ld -i 4 manufactured by Contech struction Products.. Model: A-2000, Advanced Drainage o Systems, Model: ADS N -I , o- Hancor, Model: HI -Q as specified. c a Measurement shall exclue the s1 cc across intakes. 35. Subdrain Outlet (RF -19 ) (EACF1) This item includes 1 labor equip r ent, tools, materials, core drilling, bends, backfilling, compacti n, rodent guards, grout. saddles, and all other miscellaneous work as necessary t connect the subdr,'n to intakes. Measurement will be based upon the number of proper connections to i takes. I Construction of thel subdrain outlets shall be t accordance with the Iowa Department of Transportation Standard Road Plan RF -1 C and Statewide Urban Design and Specifications Fig 4040.233 unless otherwise noted. 36. Subdrain Outlet (R F -19F) ("EACH) The unit price hall be full compensation for fitmi.hing all materials and labor for installing subdoin outlets and appurtenances of the iven type and diameter. Item includes excavating to expose existing subdrain, bac ill, compaction and coupling. Measurenientjwill be based upon the number of pr cr extensions satisfactorily completed. 1 t Constructior% of the subdrain outlets shall be in accordance ith the Iowa Department of Transpo�iation Standard Road Plan RF -19F unless othe vise noted. Extension shall be long enough to daylight Subdrain to widened embanknr nt foreslope. 37. Storm Sewer Gravity Main, Trenched, (I IDPE), 12 In. (LF) 38. Storm Seder Gravity Main, Trenched, (HDPE), 18 In. (LF) 39. Storm Sewer Gravity Main, Trenched, (PVC), 12 In. (LF) 112327-1 01025-9 40. Storm Sewer Gravity Main, Trenched, (RCP), 2000D (Class II1), 151n. (LF) 41. Storm Sewer Gravity Main, Trenched, (RCP), 2000D (Class II1), 24 In. (LF) 42. Stone Sewer Gravity Main, Trenched, (RCP), 2000D (Class Ill), 36 In. (L 43. Storm Sewer Gravity Main, Trenched, (RCP), 2000D (Class III), 42 In. F) 44. Stq Sewer Gravity Main, Trenched, (RCP), 2000D (Class iii), 48 . (LF) 45. Stu Sewer Gravity Main, Trenched, (RCAP/(Class ) 44 In. Y 27 In. LFUnit pr ce includes material, equipment and lto excavate, bed, install and bac fill storm sewer pipe. Measurementnd type of pipe will be along the ipe centerline. Measurement shall ce across manholes and intakes. ere the pipe discharges to a ditch oasurement will be to the end of the ipe, exclusive of aprons. The followiAg items shall be considered in de tal unless they are included with other items listed i the FORM OF PROPOS a. Adapte, collars, bends, cc ec ons, core drilling, and tapping required for connects ns to adjacent s sewer, dissimilar pipes, manholes, or other appurtenYndleoted ' e Tans. b. Trench cl ing furnishing necessary equipment and labor including he 'ng and shoring. c. Trench bre for safety and to minimize disturbance to features to be saved. d. Exploratding hand excavation) digging requBd to rdetesmine location structures or potential conflicts, includit t k�i' itis n e. Furnish' s, tees, fittings, joint materials, and ap e}t ans. I— f. g• j SuppA, placement a d compaction of specified pipe bedrgg material( sta ard,' or select m serial within the pipe envelope =rdin co e er asements. cn u ly, placement and c action of standard backfill and granul3ar backfill terial. Granular backfill aterial shall be used in trenches under or within 5 t'eet of pavement or as othe ise indicated.or specified on the plans and by the Engineer. Dewatering trenches and ea associated structures including required. Temporary connections, piping, a required to construct pipe, intakes, ons for pipe, intakes, masrholes and ping pumps, piping, well points, etc., as Frost excavation, frost ripping, frost an with cold weather. Testing of sewers as required. Temporary support of existing utility mains Repair or replacement of utility services dar rg for bypassing sewage flows as and associated structures. or other activities associated service lines. by the Contractor. Permanent connections and stubs with caps for suNPpump, drainage, and field tiles of various sizes, including backfill as specifiedV the Engineer. 112327-1 01025-10 46. 47 o. Connection of storm sewer to existing structure including core drilling, concrete removal and disposal, grouting, adapters, and collars. P. Flowable mortar backfill and bond breaker at locations specified on the plans. Sewer Gravity Main, Trenched, Polyvinyl Chloride Pipe (PVC), 8 In. (LF) Unit )ice shall be hill compensation for fr installi PVC Truss sanitary sewer pipe and diameter: Item includes trench excavation, sh and gran ttar backfill, compacting, water tight work includ\ng testing. The length of pipe inst structure to 0nter of structure. Sanitary Unit price shall '�c installing Contech Ec and appurtenances otl sheeting and shoring, cap, pipe connection mortar backfill and b Main, Trenched, full compensation the given type including testing. The structure to center of stn existing s breaker, 6wth of 48. Flowable Mortar (CY) Unit price includes material, 'z- at northwest corner of Non U flowable mortar in storm se' j trench backfill flowable me items. Revetnnent, Class C (TOY 50-P Revennent, Class D (TOj�) Unit price includes 12 inch thick maea plans (Sheet U.05). subgradc; macadaty and provisions tq/l construction actii4it ishiuR all materials and labor for rtenances of the given type and and shoring, bedding, standard and other miscellaneous related shall be measured from center of Chloride Pipe (PVC), 24 In. (LF) fo furnishing all materials and labor for s, b4odel: A-2000 PVC sanitary sewer pipe diameter. Item includes trench excavation, dam in trench at creek crossing, water tight re, standard and granular backfill, flowable acting, and other miscellaneous related work installed shall be measured from center of tent and labor necessary to install flowable mortar Drive and Highway 1. Item does not include titary sewer, and/or water main trenches. Cost of Videred to be included in cost of other contract nliterial, equipment an din base of the t) pe ind /Other items include ex base and top dressing, ftl eep rock from being co :s. Measurement will b labor necessary to install revetment and ated, and in the location shown on the e cation, preparation and shaping of the to fabric, supply and placement of rock, ntat ninated with soil during subsequent e by -eight of revetment, established by rock tickets pr vided in the field at the time of made for 12 V ch thick macadam base and top dre item. Pay n nt will be based on the unit bid price satisfacto y constructed. i 51. Removal ofPavement (SY) No measurement will be considered incidental to this number of tons of revetment Unit price includes material, equipment and labor iiecessAp locations shown on the plans, including full depth Pont i depth Hot Mix Asphalt, raised medians, driveways, panting Other items include saweutting, removal and disposal of all r proposed saw cuts must be approved by the Engineer, and 112327-1 01025-11 to remove pavements at I Cement Concrete, full ots, and curb and gutter. tterial from the site. Alt rmoval operations shall confbnn to the construction phasing noted on the plans or as otherwise approved or directed by the Engineer. Measurement will be by area and payment will be based on the unit bid price for the number of square yards of pavement satisfactorily removed. Sidewalk, P.C. Concrete, 6 In. (SY) Sidewalk, P.C. Concrete, 8 In. (SY) F„ Unit price includes material, equipment and labor necessary to FconStrnet Portland Cement Concrete Recreational Trail at the specified widths, thic)frresses, grades and cations shown on the plans. of r items included are sawcutting, preparation and co rpaction of subgradOt�e, prat ction utilities, form setting, supply, placement ar finishing of concrete, applic tion of curing compound,jointing,jointsealing, an >ztureblock-out. Measure ent will be by area and payment will be ba d on the unit bid price for the number o square yards of sidewalk satisfactorily c structed at the specified widths, thicknesses, longitudinal and transverse grades, an ocations shown on the plans. P. C. ConcreN shall be Class C. .A sidewalk shall bX Class 3i as specified in Transportation St dard Specifications. Pavement sm Specifications 54. Curb and Gutter, P.C. Unit price includes and gutter at the Other items subbase at n curing, joint shaping to e: width and,4i standar ur will b asec durability class for P.C. Concrete 4115.01C of the Iowa Department of C= shall be ev uated for sidewalk perZ3urrents'towa DOT ll. >C? Y cY-C in re , 2.5 Ft. (LF)e -<rrin� -o M 1, uipment and labor necessary to c¢3p¢taet eencret sr rb ed wi hs, thicknesses and elevations atirt 6iP the p S. eavation required to place forms and'' o preppe granular quire0 elevations, ,to ing, supply, placement and finishing of concrete, ig/tifidjoint sealing, an backfilling at curb lines. Also includes special ting intake on Sheet U. , special forming and variable curb gutter pan pth for trench drain on Sh et U.08, and transitions from sloped curb to 1. Measurement will be by 'near foot along face of curb and payment on the number of linear feet o curb and gutter satisfactorily constructed. 55. �Asts, Steel, As Per Plan (EACH) Unit price includes material, equipment, and la Nr necessary to satisfactorily erect sign posts. Item includes galvanizing and other de ils necessary: Measurement and payment will be based on the unit bid price for the n ter of sign posts satisfactorily complete and erected in place. 56. Wood Posts for Type A or B Signs, 4 In. X 6 In. (LF) Unit price includes material, equipment, and labor necessN sign posts. Item includes treatment necessary to provide the erected in place. Measurement will be by linear foot and do placed to depths greater than 1 foot more than the specified 1 be based on the unit bid price for the linear foot of sign posts place. 112327-1 01025-12 to satisfactorily erect nr posts complete and otinclude any parts ii mm. Payment will mp ete and erected in 57. Type A Signs, Sheet Aluminum (SF) Unit price includes material, equipment; and labor necessary to furnish, fabricate, and erect the signs complete. Item includes furnishing of the blank, application of ective sheeting, application of the screened message, and all inqunting hardware. Measurement and payment will be in square feet of sign area completed in place based the nominal dimensions of the signs. 58. Traffic Signalization (LS) Unit pr e includes all labor and materials detailed the Plans and Specifications. provided r Sheet N.04. This item inc Northgate D 've intersection as well as fl north of the in ersection. Payment will be sum bid price. 59. Construction Sutve\ (LS) ,.r Lump sum price construction survey will be based on pct L) i -= cwt >-(8 Painted Pavement A t~-< r install the traffic signalization system as he estimate of traffic signal quantities is des the proposed interconnection to the advanced warning sign assembly located ased on percentage complete for the lump ICS material/0r equipment and labor necessary to provide staking layofor all components of the project. Payment ke complete the lump sum bid price U t Unit price includes material p pavement markings as shown c reviewing layout with Owner' providing and establishing traf be based on the equivalent len, tabulations. Payment will be satisfactorily placed. 61. Painted Symbols and Unit price includes pavement marking sy and field reviewing preparation, and prow Measurement and pa symbols satisfactorily 62. Temporary Flood[] 63. Temporary Traffic (STA) ipment and labor necessary to place durable plans. Other items include marking out and field esentative, cleaning and surface preparation, and rtrol barricades during curing. Measurement will 4 -inch wide solid line. Refer to `N' Sheets for i the unit bid price for the number of stations Durable ial, equipment \ I'd labor necessary to place durable as shown on the Tans. Other items include marking out it with Owner' epresentative, cleaning and surface and establishing tra re control barricades during coving. will be based on tl unit bid price for the number of Luminaire (EA) s (EA) Unit price include/ material, equipment and labor n est floodlighting an< traffrc signals. Items include m 'nt controller, sig a heads, traffic detection system, signal 1 energy, and th cost of removing temporary devices fro contractor sh 1 supply their own breaker box and power n o existing Crty or DOT owned circuits to supply power for ary to provide temporary wining and servicing the rerator, costs for electrical the construction site. The ttcr and shall not connect mnorary devices. Measurement and payment will be based on the unit bid Temporary Floodlighting Luminaires and Traffic Signals used for the duration of the project. 112327-1 01025-13 for the number of blies satisfactorily 64. Traffic Control (LS) The lump sum price for this item will be for furnishing, installing, maintaining, moving, relocating, and removing all traffic control devices including barricades, temporary barrier rail, safety fencing, drums, lights, arrow boards, signs, flaggers, and orange safety fence. Item includes obliteration of existing pavement markings for staging, temporary pavement markings for staging, and restortion of pavement markings obliterated during construction staging. Temporary oodlightng, traffic signals, flaggers, and pilot cars shall be paid for under separate N items. Refer to the `T sheets for additional details. Refer to sheets A.03 to A.0 for temporary barrier rail. artial payment for traffic control will be based on the e/mated percentage of work c repleted at the time of submittal of the application tor/payment. Final payment will beade upon completion of all work on the proje required by the contract; full payVent will be made for this contract item, inc ding any amount not paid as a 65. Flaggers EA) 66. Pilot Cars EA) o 4 r c� c Unit price in Ludes material, equipmen and labor necessary totdQde ggers atki pilot cars. — i�� o Measurement an payment will e based on the unit bid pric8 tin th?�jrum el rMf flaggers provided nd pilot car operated for up to 2 work shifii-Oacc&rplis tjic Stage 4 lane closure . Any a' ditional shifts for the Stage 4 lane=dlos=8*will not be paid for. ca 67. Pavement Surface Rep (Milling Limestone) (SY) Unit price include materia equipment and labor necessary to mill Hot Mix Asphalt Surface Course t locations , town on the plans. Other items include sawcutting, and removal and tsposal of all rNateriall from the site. All proposed saw cuts must be approved the Engineer, and emoval operations shall conform to the construction phasingAloted onthe plans or N otherwise approved or directed by the Engineer. Meas ement will be by area and ayment will be based on the unit bid price for the nu er of square yards of pavemen satisfactorily milled. Mobilization (LS) See Iowa DOT Standard Specification Nection 2533. Also included are costs for bonding, meetings, permits, maintenance Dred, and demobilization. Also includes material, equipment, and labor necessary to provide, install, and maintain the components shown on the SWPPP Plans (\-,J�-ciludessilt fence, filter tube, intake protection, turf reinforcement mat, and ditchnd Specifications, and within the erosion control pemtit, including inspectporting requirements. Partial payments shall be made as follows: 25% of this item when 5% of the origisum is earned. 75°% of this item when 25% of the original project 's�un is earned 100% of this item when 100% of the original project s* is earned. 112327-1 01025-14 C, LU ri< 0 69- Milled Shoulder Rumble Strips, HMA Surface (STA) Unit price includes material, equipment and labor necessary -to mill rumble strips in HMA surface and apply diluted asphalt emulsion to the milled shoulder rumble strips on HMA surfaces by means of a bituminous distributor. Measurement and payment tyad be by the station, in feet, shown on the contract locuments, measured along each cVge of mainline pavement. No deduction in measu,7lement will be made for gapped 70. WatoXMain, Trenched, Ductile fron Pipe (DIP), 12 4. (LF) Unit pri\da ludes material, equipment and la Class 53 main as shown on the plans. Ott disposalterials, trench excavation, dewau placemeompaction of bedding, standard and bonk . fittings, bends, thrust blocks polystyram, esting, disinfection, and re connectif new ater main to existingjoint soleves as own in the plans. M a Cif— pipe cene, from e s of pipe to ends o pi bid priche number linear feet satisf cto-kb Valve, IP, 12 -In. (F CH) or necessary to install Class 52 and i - terns include protection of utilities, gs temporary sheeting and shoring, nd granular backfill, flowable mortar tracer wire, polywrap, blue extruded oval of excess spoil. Also includes r main pipe with megalug restrained irement of the pipe will be along the Payment will be based on the unit lv installed. Unit price includes material, e ipment and labor necessary to install water valves in the locations shown on the pla . O er items include protection of utilities, valve boxes, and other items necessary or nstallation of water valves. Measurement will be by each, and payment will be b s d on the trait bid price for the number of water valves satisfactorily constructed. 72. Fire Hydrant Assembly, WM-201 Unit price includes material, assemblies in the locations sl protection of utilities, anchor depth of anchoring pipe ar components to connect the f fittings, thrust blocks; peal ipment nd labor necessary to install fire hydrant n in the ans per Sheet U-01. Other items include be, barrel ext rasions sufficient to achieve proper but height of f hydrant to tl vel or porous valve and appurtenances, nd tracer wire each and payment will 46 based on the unit assemblies satisfactorily /hstalled. 73. Hydrosceding hvdrant above finished grade, and ,,a let main, including anchoring pipe, \-kfill material, fire hydrant auxiliary tial boxes. Measurement will be by )r price for the number of hydrant Unit price includes aterial. equipment, and labor necevsary to complete and maintain hydro -seeding of sturbed areas as shown on the plans. Other items include removal of rock and other debris from the area, protection of tre . repairing rills and washes, preparing the sgedbed, furnishing and placing seed, inclu ing any treatment required, furnishing and'placing fertilizer and mulch, and furnishing eater and other care during the care period. Also included is a one-year guarantee co mencing with acceptance of the project by City Council. No distinction in unit price shall be made for various seed mxtures specified on the drawings. No additional payment will be issued for areas dis \b d by the Contractor 112327-1 01025-15 74. %< outside the constriction easements. Measurement will be by area and payment will be based on the unit bid price for the number of acres satisfactorily hydro -seeded. rte: Water may be obtained at the Contractor's expense at the bulk water fill station sated at 1200 S. Riverside Drive or 2401 S. Scott Blvd. All water must be paid for advance at the City Transit Division at 1200 S. Riverside Drive or at the Revenue vision or Housing Inspection Services located at City Hall at 410 E. Washington seeding (ACRE) Unit pri includes material, equipment, and labor nec/areas t lete and maintain tempora\care outside seeding window of disturbshown on the plans. Item dolude areas permanently seeded witdates. Other items include f rock and other debris from the arn of trees, repairing rills andpreparing the seedbed, furnishing seed, including any treatmen, furnishing and placing fertilizer nd furnishing water and otheing the care period. No additional paym�rr construction easemc the unit bid price for window in order to pr( will be issued for areas . Measurement will be he number of acres s Vtemporary estalaYst Note: Water may be obtain located at 1200 S. Riverside in advance at the City Trans Division or Housing Inspec Street. Hydric Soil, Strip, Unit price includes firom d sturbed wet and hauling, depo directed by the item will be id salvaged and espre 'Gybed by the Contractor outside the arca and payment will be based on ctorily seeded outside the seeding KtheCoactor's expense at the bulkavater >zF} station 1 S. Scott Blvd. All wal est lZe paid for 1200 S. Riverside Drive;li r: tliae` evenlocated at City Hall at Qqg. Washinddoand labor necessary to remove'' ,ydric soil la d cuts, or areas to covered by fill, preparation of vegetation, ting, and stockpiling e hydric soil west of paving limits as gineer. Topsoil shall be r roved to a uniform 6 -inch depth. This based on the plan quanti of cubic yards of topsoil stripped, ad. No measurement will be ade. 76. Curb hzlpiFilter (EACH) Unit rice includes material, equipment, and labor nossary re ove erosion control devices at the locations indictedn t e Engineer. Erosion control for areas disturbed by caret s shall be at the Contractor's expense. Measurement will be be based on the unit bid price for the number of each type o ents installed, maintained, and removed. Partial paymshall be 60% of this item after installation 100% of this item after maintenance and removal 77. Special Compaction of Subgrade for Sidewalk (STA) to install, maintain, and he plans or as directed by actions of the Contractor y each and payment will take protection devices ade as follows: Unit price includes material, equipment and labor necessary to prepare 112327-1 01025-16 under the 8' wide sidewalk in accordance with the limits shown on the S Sheets. Other items include supplying water as required to bring subgrade moisture content to within specified limits. Measurement will by by stat on. Payment will be based on t c unit bid price for the number of stations sat sfactorily prepared. 78. C npost Filter Tube, 12-lnch Dia./Silt Fence F) 79. Cie out of Compost Filter Tube /Silt Fence (I 80. Rem ve Compost Filter Tube / Silt Fence (L ) Unit pri6e, includes material, equipment remove erosion control devices at locatic Engineer. rosron control for areas di: shall be at th Contractor's expense. Me based on the u it bid price for the numl fence satisfactoiVy installed. cleaned -op for clean-out shafNbe per plan quanti be made for muhip C]can-outs durir 81. New 10 Ft. X 5 Ft. BACulvert (LS� inA labor necessary to instal, maintain, and Ir, indicated on the plans or as directed by the rbed by careless actions of the Contractor surcnrent will by length and payment will be ,r of linear feet of compost filter tube or silt , and removed. Measurement and payment No additional measurement or payment s% ill construction. Unit price includes materrYl. equip rent and labor necessary to construct t0 ft. x 5 It. box culvert as shown on th\- V Shtets. Item includes aprons, w in2wals, construction points, pipe penetrations, grot c rerete, and reinfotcmg. Item also includes structural excavation and baclsll assirnatcd on Shect V.04. Payment will be based on percentage complete for the lunT sum bid price. 82. 10 Ft X 5 Ft. Box C lvertE ��7-Unit rice includes material �- p W , ulvert apron and wingwall hown on the V Sheets. I y-QuIvert removal, sawcuttind, r� ��onstruction joints, railini- Stec train, grout, concrete I ns n (LS) uip nt and labor necessary to demolish existing box nd co tract a 10 ft. x 5 ft. box culvert extension as includ _ demolition of existing wingwall and partial drilling, ep y, protection of utilities, aprons, wingwalls, base plates f railing, block out curtain wall around 6" and reinforcer . Payment will be based on percentage complete for the turrip supe bid price. 83. Water Main, Cathodic Unit price includes shown on the plans. trench excavation, compaction of tracer wire, pr removal of ext of existing han removal of 1 s< includes comte restrained j oint along the pipe' the unit bid p{i DIP 12 In. sial, equipment and h ter items include prote atering, temporary s standard and granular necessary to install water main as of utilities, disposal of materials, I and sliming, placement and ; 11 1, finings, bends, thrust blocks, \kap, blue extruded polystyrene fo m, testing, disinfection, and s)spoil. Cathodic protection nems enc de pipe bonding, relocation ale, anode test station, isolation test state n, flange isolation kits. and ncnt of existing water main and disconnec on of pipe bonding. Also ons of new water main to existing water rain pipe with megalug slid sleeves as shown in the plans. Measure lent of the pipe will be Acrline. from ends of pipe to ends of pipe. Pa ment will be based on for the number of linear feet satisfactorily insta cd. 84. Intake Protection Bag/Filter Sack (EACH) Unit price includes material. equipment and labor necessary to install, maintain, and remove erosion control devices at the locations indicted on the plans or as directed by 112327-1 01025-17 the Engineer. Erosion control for areas disturbed by careless actions of the Contractor shall be at the Contractor's expense, Measurement will be by each and payment will L e based on the unit bid price for the number of each type of intake protection devices installed, maintained, and removed. Partial payments shall be made as follows: 60% of this item after installation 100% of this item after maintenance and removal 85. N�acadam Stone Slope Protection (SY) Uni pries includes material, cquipment, and labor neves ary to supply and install msca m stone slope protection at the locations shown n the plans. Other items nclude filter fabric and anchoring devices. Erosion c ntrol for areas distnrbed by careless ctions of the Contractor shall be at the Contr otor's expense. Measurement VIII be do rmined Uy the actual area covered, and p meat will be based on the unit bid price fo e number of square yards of macada stone satisfactorily hrstalled. 86. Turf Reinforcer%ent Mat (SQ) Unit price includes aterial, equipment, and abor necessary to supply and install the specified turf reinfo ement mat a�t the to tions shown on the plans. Other items include excavation, st les, anchoring d ices, anchoring slots, terminal folds, lap joints, and maintenance. rosion cont�o for areas disturbed by careless actions of the Contractor shall be at the 'ontractor's expense. Measurement will be determined by the actual area covered, a paym t will be based on the unit bid price for the number of squares (1 square 100 quare feet) of turf reinforcement mat satisfactorily installed and maintained. 87. Silt Fence (LF) Unit price includes mateflat, egrupm it locations indicated one plans or as areas disturbed by Aeless actions of expense. Measurcylent will be by length price for the numVer of linear feet of silt f 88. Ditch Check (9ynthetic— HDPE) (LF) and labor necessary to install silt fence at ected by the Engineer. Erosion control for e Contractor shall be at the Contractor's d payment will be based on the unit bid enc satisfactorily installed. Unit pric includes material, equipment and labo necessary to install and remove ditch c ecks at locations indicated on the plans as directed by the Engineer. Erosi r control for areas disturbed by careless actions f the Contractor shall be at the /nd actor's expense. Measurement will be by length d payment will � based on nit bid price for the number of linear feet of ditch eck s;fiaetotly installed emoved. n —n c -I o �M o w 11/00 y ehacerP,engivaer\zpers-ii\01025_do 112327-1 01025-18 SECTION 01090 REFERENCE ST PART l - GENERAL 1.01 GENERAL: A. Titles of Sections and Paragraphs: Ca tions accompanying specification sections and paragraphs are for convenience of r ference only, and do not form a part of the B. Applicable Pu ications: Wheneve in these Specifications references are made to published specifi pions, codes, st dards, or other requirements, it shall be understood that wherever nodate is spe ifted, only the latest specifications, standards, or requirements of the spective i suing agencies which have been published as of the date that the Work is' advertis d for bids, shall apply: except to the extent that said standards or require el s m be in conflict with applicable laws, ordinances, or governing codes. No requ e ins set forth herein or shown on the Drawings shall be waived because of any provi n of, or omission from, said standards or requirements. s c� C. Srpetialists, Assignments: It certain instances, specification text requires (or N—no—ies) that specific work is to e assigned to specialists or expert entities, who must i N)J mgaged for the perfot ance that work. Such assignments shall be recognized WtP )ecial requirementsver whic the Contractor has no choice or option. These c�u�rements shall not be interpreted as to conflict with the enforcement of building U. and similar regu tions governt the Work; also they are not intended to intsere with local u on jurisdiction . ettlements and similar conventions. Such assignments are intend d to establish whi patty or entity involved in a specific unit of work is recognized s "expert" for the indt ated construction processes or operations. Nevertheless, the fin- responsibility for fa -llment of the entire set of contract requirements' remains vith e Contractor. 1.02 REFERENCE SPECIFICA ONES, CODES, AND STANDA S: A. Without limiting t c generality of other requiremen of the Specifications, all work specified here't shall conform to or exceed the requt merits of applicable codes and the applicable r gpirements of the following documents. I . American skociation of State Highway and Transportation fficials (AASHTO). 2. American oncrete Institute(ACI). 3. American, ociety for Testing Materials (ASTM). 4. Iowa Dei rnncnt of Transportation Standard Specifications 0 T) and current a plemental Specifications 5. Airier' an ational Standards Institute (ANSI). 6. American aterWorks Association (AWWA). 7. American Welding Society (AWS). 112327-1 01090-t 8. Federal Specifications (FS). 9. National Electrical Safety Code (NESC). 10. Iowa Occupational Safety and Health Act of 1972 (IOSHA). 11. Manual of Accident Prevention in Construction by Associated eral Contractors of America, Inc. (AGC). I 12. Americau Disabilities Act (ADA). 13. Standards and Codes of the State of Iowa and the Ordina es of the City of Iowa \ttherloSwtandards ya. 14. and Codes which may be applicable o acceptable standards of industry for,equipment, materials, and installation rider the contract. B. In case of c nflict between codes, reference standards, rawings and the other Contract Docutnents, t most stringent requirements shall gove All conflicts shall be brought to the attentionVn e Engineer for clarification a directions prior to ordering or providing anyrials or furnishing labor. T e Contractor shall bid for the most stringent requits. C. The Contracto1 construct the Work ecified herein in accordance with the requirements ontract Documents an the referenced portions of those referenced codes, standardsp cifications listed h cin. D. References her"OS Regulatio for Construction" shall mean Title 29, Part 1926, Construcafety at Health gulations, Code of Federal Regulations (OSHA), including all chand am linen thereto.E. References her"OSHA Sta ds" shall mean Title 29, Part 1910, Occupational Safety and Heandards, Cc of Federal Regulations (OSHA), including all changes and aents there 1.03 REGULATIONS RELATED TO MATERIALS. A. The Contractor is respo4sible that a work included in the Contract Documents, regardless if shown or/not, shall comp with all EPA, OSHA, RCRA, NFPA, and any other Federal, Sta ,and Local Regul ions governing the storage and conveyance of hazardous material including petroleum p ducts. B. Where no sI piping and st piping and to which cannot PART 2— PROD UC Not Used PART 3 — Not Used regulations exist, all chcm' a i underground locations mus in separate concrete trenches :trated by the chemicals, unless END OF SECTION 01090 112327-1 01090-2 1, hazardous, and petroleum product be installed with double containment a d vaults, or with an approgd lining ived in writing Withe Offer. dici- -=s c-) o c,, SECTION 01310 PROGRESS AND SCHEDULES PART 1 - GENEI 1.01 SL,V IARY: A. Prepare, sub%it and update as B. Time is of th essence. Mini disruption is a h h priority. Sch 1.02 W&WITT.4LS: A. The Contractor shall su mit prior the proposed work with e cone proposed dates and duratio s of st approved by the Engineer. B. The Contractor shall submit throughout the project. schedule of the work. inconvenience, disruption and duration of of work shall be planned with this in mind. the Pre -Construction meeting a detailed schedule of ng operation identified. The schedule shall include closings. Work may not begin until the schedule is construction schedules at two week intervals PART2-PRODUCTS None. PAR -11-3 - TXECUTiON ~_ all aIIE SGS PRIOR TO CONST IiCTION: ria Q C.;1 t= t\ �Y. Pre -Construction mce nig will be held prior to beginning work. t2 P&OGRSc S OF WORK.• The Work shall TbeVompleted in accordance with the 3 to " ' Sheets for 1 tail on work within each phase). L) working day will tie charged ged on work completed after the in the Notice to Bidders. Phase 1: Beain3 at "Notice to Proceed." and is to be cc contract allowance specified in the Notice to Bidders schedule listed below (refer ed damages of $500.00 per ng clays allowance specified within the working days Phase 2: Begins on September 16, 2013 and is to be completed within the total project working days contract allowance specified in the Notice to Bidders B. No work shall be done between the hours of 10:00 p.m. and 7:00 an i, without the approval of the Engineer, with the exception of saw cutting freshly poured concrete and Stage d construction operations. 112327-1 01310-1 C. Work will proceed in a well organized and continuous manner to minimize the disruption to the general public (both pedestrian and vehicular). I D. Restoration activities will follow closely behind the work evgn if multiple mobilizations are E. It is ant Nipated that some utility conflicts may occur whicP may not be taken care of ahead of time. The Contractor shall work closely with the tility companies to aid in these relocations o keep the project on schedule. 11/00 nnorcd,,, ..fkpera-i01310.&o 112327-1 01310-2 w 0 w cz C_ ErT-J v M CJ a cn W TRAFFIC PART 1 - 1.01 SUMMARY. A. Furnish, Remove 1.02 REFERENCES: SECTION 01570 AND CONSTR and maintain traffic control work is completed. A. IDOT Standard B. U.S. Department of Transportation Fe( Traffic Control Devices�Vr Streets and C Traffic Control Notes on PART 2 -PRODUCTS 2.01 1"TERIALS: ' A.� itffie control devices may be cw o•� Uj ii ! ameard Specifications. o U w - B. — �OdF-5onstruction fence shall b new and LL r{ ted by the Engineer. u PART 3 ZEXECUTION 3.01 TECHNIQUES: 1 ON FACILITIES facilities required for the work. Highway Administration "Manual on Uniform ways," 2009 Edition, as revised. used, but must meet the requirements of the MOT fastened to approved posts and installed as A. Except as amended it/this document, the work in is section will conform with the following divisions anyl sections of the IDOT Standard S ecifications: Division 11. General Requirements and Covenants. Section 1 10P.09. Barricades and Warning Signs. Division 25. N i4llaneous Constriction. Section 2,628. Traffic Control. 3.02 MAINTENANCE OF A. The Contracto shall monitor the condition of traffic control and c times, includ' ig non -work hours. Repair, replace and maintain as 3.03 EXCAF'ATIONS: 112327-1 01570-1 facilities at all U13/U-2 deemed annrgnriate by !V r-- =gy m � M cn w SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN PART1 GENERAL 1.1 DESCRIPTION 1.2 This Stomrwater Pollution Preventio Plan (S WPPP) has been prepared to satisfy the requirements of the Iowa DepartmenI of Natural Resources (Iowa DNR), General Permit No. 2, for "Stonnwater Dischrges Associated with Industrial Activity for ,Construction Activities." Refer to S etion 01737-D. B. Ci ractor shall be responsible for limitsidentified on the Stormwater C. In addition to the requirements requiremerulS of the General Pe regulations. _ SITE DESCRIPTION tation of the SWPPP within the contract Prevention Plan. us Section. Contractor shall comply with all No. 2 and with applicable Iowa DNR and US EPA A. See Cover Sheet of tkrawings fof general location map. B. The site consists of appoximat ly 15.53 acres, and is located in the NW and SW Quarter of Section 36, ToNnsl p 80 North, Range 6, West of the 5th Principal Meridian, Johnson County. o a City, Iowa. The site consists primarily of infrastrucnne development. as �C. The activity at this site will of utility and roadway construction. It is anticipated 3 acres of the site will be disturbed during the 'Tement runoff coefficient is 0.27 and it is rXoff coefficient will be 0.41. after major ural controls. tr uctural controls. to be stabilized. 8. Stormwater discharge locations. the following: E. Stonnwater runoff prom the site will discharge to the storuiVwer and will ultimately discharge to Rapid'Creek. F. Soils information tan be obtained from the soil boring reports. This information can be obtained firom,'the Engineer as requested. G. No runoff wareey quality data is available for this site. 1.3 CONTROLS j 112327-1 01737-1 r :=that approximately 14.01 o rye""construction activities. The n }:-expected that the post-dev C) t✓ --D, >-t'rhe Stonnwater Pollutionll v 91. Drainage patterna. cam. Approximate slope c� 3. Areas of soil dismt 4. Locations of struct 5. Locations of ni(un-s 6. Locations of �rcas 7. Surface drairiagew of utility and roadway construction. It is anticipated 3 acres of the site will be disturbed during the 'Tement runoff coefficient is 0.27 and it is rXoff coefficient will be 0.41. after major ural controls. tr uctural controls. to be stabilized. 8. Stormwater discharge locations. the following: E. Stonnwater runoff prom the site will discharge to the storuiVwer and will ultimately discharge to Rapid'Creek. F. Soils information tan be obtained from the soil boring reports. This information can be obtained firom,'the Engineer as requested. G. No runoff wareey quality data is available for this site. 1.3 CONTROLS j 112327-1 01737-1 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN A. Major soil disturbing activities at the site will consist of clearing & grubbing and excavation backfill for utility and roadway construction. For these activities, the erosion/sedimentation control measures, both structural and non-structural, and implementation of these controls is described herein or is shown on the Stormwater Pollution Prevention Plan. 1.4 POST A. of PART PRODUCTS NOT USED PART 3 EXECUTION STORMWATER PLAN -development stonnwater manage em plan consists of maintaining the system sewers, intakes, and vegetative c ver. It is anticipated that this plan will he goal of 80 percent removal o total suspended solids. o O s 3.1 GENERAL EROSION/SEDIMENI A. During construction act i 1. A sign or other i construction s' e. a. A c y0" Io a Depar b. oject des( C. e current CONTROL MEASURES tic -3, a ` M b M w rn the following practices will be observed: must be posted near the main entrance of the sign or notice must contain the following information: completed Notice of Intent (NOI) as submitted to the I of Natural Resources (IDNR). )ti r and permit number. cati of the S WPPP and name and telephone number of a contact person scheduling viewing times. 2. /Contractor linear projects, the signor n ice must be posted at a publicly accessible ation near the active part of the onstruction site. 3. is responsible for installa 'on and maintenance of a rain gauge. The n gauge shall be installed in an area iee of obstructions. Rain gauge will be utilized for inspection purposes to dete ine the amount of rain deposited after a storm event. Identify the location of the ain gauge on the Drawings. Ensure proper disposal of construction site aste materials. No waste materials will be disposed of on-site. The Co tractor shall comply with all applicable local, state, and federal requirement regarding the disposal of excess and waste materials. Contractor shall pro ide to the Owner the locations where waste materials will be disposed o 5. Prevent off-site tracking of sediments and generatic of dust. Stabilized construction entrances or vehicle washing racks shoul be installed at locations where vehicles leave the site. Tracked sediment will be -emoved from the surrounding roads, drives, and parking lots by the Contra or. Identify all locations of stabilized construction entrances on the Drawin s. Implement dust control measures where dust is generated. Frequent wat ing of the site, sprinkling/irrigation, vegetative cover, mulch, wind breaks, tilla e, stone, and spray -on chemical soil treatments (palliatives) are possible dust c trol measures. If the dust control is not acceptable it shall be changed as'directed by the Owner's Representative. x 112327-1 01737-2 32 SECTION 01737 STORIv1WATER POLLUTTON PREVENTION PLANT 6. Treat or dispose of sanitary waste generated on-site in accordance with state and local waste disposal, sanitary sewer, or septic regulations. Identify all locations of portable restroom facilities on the Drawings. Portable restroom facilities must not be located near drainageways. 7. Prevent contain nation of allowable nun-stormwater discharges. Identify on the Drawings allocations of allowable non-stormwater discharges. Allowable non-stormwater iseliarges include, but are not limited to, water flushed from r\ water lines, paywent and equipment washing (where no spills or leaks have Iuniess the spilled material has been cleaned up) where no detergents otpther sm'factits are used, and uncontaminated groundwater (dewatering). 8. Ide ktiify all locatIous of stockpiled material on the Drawings. Contractor shall prov all erosi n%sedimentation controls as necessary to contain material on site. 9. ldentify�ll loca ions of concrete, paint. and grout washout areas on the Drawings.AThe. e areas shall be protected at all times. Contractor shall haul off all waste°m aerial on site. Contractor is required to install a sign that designates theashout area. 10. identify locatioi of contractor taydown/equipment storage. Contractor shall provide all erosm (sedimentation controls as necessary to contain materials on site. DESCRIPTION OF A. Minimum erosion/s( Contractor's respom controls shall be ins and according to d I. Install inu before the �. Do not dis 3. Cover or 4. Time con: weather e' 5. Delay con project wl 6. Do not rad finally stA ientation cb;iurol devices are shown on the plans. It is the ity to controNrosion and sediment on the site. Additional :d as needed Asatisfy this requirement. All controls shalNe in accordance with Section 02370 - tion Control. 1 controls shall be inac ordance with Section 02370 - Erosion rporate all temporary stabilizing �rd n control features into the project a\ following guidelines: protection and down slope and side nd disturbing activity occurs. rb an area until it is necessary for eoi permanent he earliest practicable time perimeter controls to proceed. )ilizc disturbed areas as soon as possible. X fiction activities to limit impact from seasona climate changes or Its. uction of infiltration measures until the end of t e construction upstream drainage areas have been stabilized. ve temporary perimeter controls until after all upst am areas are ized. 3.4 TOPSOIL PRESERVATION 112327-1 01737-3 c'7 C:7 B ,r- Stabilization Contrc ' FES=Erosion and Sedirne L'y= C:�c, uti'Stnictural Controls. and Sedimentation 34— :;!SEQL�_NCE OF MAJORf 0 �A. Contractor shall inc and according to d I. Install inu before the �. Do not dis 3. Cover or 4. Time con: weather e' 5. Delay con project wl 6. Do not rad finally stA ientation cb;iurol devices are shown on the plans. It is the ity to controNrosion and sediment on the site. Additional :d as needed Asatisfy this requirement. All controls shalNe in accordance with Section 02370 - tion Control. 1 controls shall be inac ordance with Section 02370 - Erosion rporate all temporary stabilizing �rd n control features into the project a\ following guidelines: protection and down slope and side nd disturbing activity occurs. rb an area until it is necessary for eoi permanent he earliest practicable time perimeter controls to proceed. )ilizc disturbed areas as soon as possible. X fiction activities to limit impact from seasona climate changes or Its. uction of infiltration measures until the end of t e construction upstream drainage areas have been stabilized. ve temporary perimeter controls until after all upst am areas are ized. 3.4 TOPSOIL PRESERVATION 112327-1 01737-3 3.5 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN A.( Topsoil shall be preserved on all construction sites unless land use precludes this practice. B. IV areas where 4.0 inches of topsoil existed prior to any sopldisturbing activities, the in rimum depth of topsoil required to restore the site afte 'soil disturbing activities hav ceased is equal to, or greater than, 4.0 inches of top oil unless otherwise dente ied on the Drawings. C. In areas ere less than 4.0 inches of topsoil existed rior to any soil disturbing activities, t e minimum depth of topsoil to restore t e site after soil disturbing activities have ceased r , equal to, or greater than, the depth f topsoil that existed prior to soil disturbing acti ties unless otherwise identified n the Drawings. D. In areas where les than 4.0 inches of topsoil xisted prior to any soil disturbing activities, a soil s y is required to be co ucted by properly qualified personnel who regularly conduct soil urveys as part of t eir normal job duties. This requirement is only applicable if the D wings do not i entity a required amount of topsoil and the Contractor only intends OX restoring t e site to the depth of topsoil that existed prior to soil disturbing activities. e result of the soil survey shall become part of the Stormwater Pollution Prevcn ion P and shall indicate the depth of topsoil at a suitable number of points on t to consistent with standard engineering practices established for the size of the si . The Contractor is responsible for paying all fees associated with this service. E. The final depth of topsoil i to be me cared after the soil has been compacted and shall include the soil containe many sod th has been placed on the site. F. The type of topsoil at a site after soil dis bing activities have cegQtWd final stabilization has bee achieved, shall be simr r to that which existsi57istgin the + 3 general area of the rte. MAINTENANCE �� a M o� A. Maintenance nd repairs of erosion and sedimentation ontrols sh4fl ee in accordance with Sectio 31 25 00 - Erosion and Sedimentation Co rot. W cn B. The Con actor will be required to maintain all erosion and edimerttation controls in proper orking order, including cleaning, repairing, or repla ' rg the controls until final C. Rpfer to Section 3125 00 - Erosion and Sedimentation Control fo sediment cleaning om controls requirement. If not specified, cleaning of sediment co\site. gin when the controls have lost 50% of their capacity. D'. The inspection reports can be used to record scheduled maintenance E. The Contractor will maintain records of the construction activity on e records will be used to make sure that areas, where there is no consty, will be stabilized within the required time frame. The SWPPP will be updated to include, at minimum, the following information: 1. The dates when major grading activities occur in a particular area. 112327-1 01737-4 3.6 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN 2. The dates when construction activities cease in an area, temporarily or pennancntly. 3. he dates when an area is stabilized, temporarily or permanently. 4. (The dates when erosion/sedimentation controls are installed and removed. F. For the S�PPP to be effective. the plan must accurately reflect the construction site features an operations. When the Contractor observes deficiencies in the plan or that the plan is n effective in minimizing pollutant ischarge� from the site, the plan must be updated an changed. Any changes that may e required to correct deficiencies in the SWPPP, no d during an inspection, should' made as soon as practical after an inspection, but in o case later than four (4) days after the inspection. In addition, the SWPPP will be updated to: 1. Include contractors identified after thbmittal of the Notice of Intent. These contractors N�ill certify the plan and h/edentified as co -permittees. 2. Identifyany c uge in ownership orsference of the permit and permit responsibilities. t SPILL PREVENTION AND CLE\NUP VIEAS7ed /S A. The Contractor must inctude'�n the S WPhe Material Safety Data Sheets (MSDS) for all waste materials cxpectl to be ston site, with updates as appropriate. 3.7 The Contractor is required to f isI aid sealed storage shed located near the c ns shall be relocated as necessary for o sir contain_ but not be limited to the fol wl y ^n ,1. Garbage can uj . ��2. Gloves L pr3. Safety goggles Broom and dust pan p/ Oil absorbent clay chips or pads install a spill kit. The spill kit shall be a ruction trailer or fueling area. The spill kit action. At a minimum, the spill kit shall a items: caCD i. The spill kit shall be restocked as supplies amused. D. The Contractor is required Yo install a sign that esignates the spill kit shall be identit, ed on the Drawings. E. The Contractor will be rIquircd to report any spills f hazardous condition to the Owner's Representative. ' possible, but not morel than six (6) hours after the onskt IDNR and local sheriffs office or the office of the sh notified by the Ow er. F. The Contractor ust modify the SWPPP within 14 calem condition. Tb"o SWPPP shall describe the release and the the spill kit. The location of substances that may create a owa law requires that as soon as of a hazardous condition the she the affected county be release as well as the date that the release occurred. Steps of such releases are to be identified in the plan and impler INSPECTIONS 112327-1 01737-5 clays of a hazardous cumstances leading to the \oreventthe reoccurrence 3.8 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN A. The Contractor shall designate one qualified person to be the Stormwater Coordinator. This person will be required to provide inspections for the Contractor as well as maintain the SWPPP and all required documentation. B. Inspections shall be provided by the Contractor 4o shall inspect disturbed areas of the construction site that have not been fully stabiliz d at least once every seven (7) calendar days. The S WPPP Inspection Report f rm in Section 01737-B - Stormwater Pollution Prevention Plan - Inspection Report hall be completed for all inspections. C. strnbec pr ipitat t1hest D. Structur correctly. areas and areas used for the )n shall be observed for evic ;e system. of materials that are exposed to or the potential for, pollutants entering control measures shall be obs ed to ensure that they are operatiifE E. Accessible di preventing signl c F. Locations where v sediment tracking. O H. J. C. b ::RE C --) c locations shall e observed to determine effecti caf ss in - impacts to r eiving waters. --tom o r- M Cr*t cles enter exit the site shall be observed for Linc` of offws 1� cn W The Contractor will prep -e n The report will: report the or qualifications of person 1 in I identify any damages o deficik be taken to modify po ution ec Inspection Report f will be inspection report of the pollution control measures. e of the inspection; provide the name(s) and ing the inspection; include the date(s) of the inspection; cies in the control measures; identify what actions will n of practices; and certified by signature. The SWPPP co leted for all inspections. Based on the res is of these inspectio s, the Contractor shall make revisions as required to prot et receiving waters wit 'n four (4) days of the date of such inspection. Results of th se inspections shall be record on copies of the inspection form provided o other standard format and kept in he Contractor's field office until the project is ompleted. Contr for is required to provide inspections until c site has reached final stab' ization and the Notice of Discontinuation (NO has been filed by the Owner's TION The Owner is responsible for submitting the Public Notice ofSttoimwater Discharge, the Notice of Intent and the Notice of Discontinuation. The Owner is responsible for paying the fees for publishing the PubNotices and for submitting the Notice of Intent. The Owner is responsible for resubmitting for an extension if necessary. resubmittal fees will be paid by the Owner. 112327-1 01737-6 3.9 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN D. The Contractor is responsible for keeping the NPDES permit up to date. E. The Contractor is responsible for the implementation and maintenance of all mcasures identified in this SWPPP. F. The Contractor and all subcontractors comi),S�)ubcontractors, on site to perform soil disturbing etivities or unplementing erosion/sedimenon control measures are required to cektify the SWPPP by signing the certificatstatement in Section 01737-A - Stor�ztvaler Polk+tion Prevention Plan -CaetariSubcano-actor Certification one (t) w�pk prior to start of construction. The PPP Certification Statement form at the end of is Section shall he completed by throughout the duration of the proje t, before conducting any work a the site. The signed copies shall be kept with this S PP in the Contractor's fiel office until the project is completed. 0 0 Ci- ,I- Be Contraett tr, Subcomractors implem sting erosion/sedimentation controls on site are mz -I uired to sign�thc Table of Contiacto -/Subcontractors Implementing Erosion Control a- m easures locate in Section 01737-C Stormuater Pollution Prevention Plan - Table CD �� Contractor/Sebe inn'actor Implc m .wnW ErosionlSednnentation Control Measures. . _q on revic�cof the S PP, the Q1 737 -E- ,Sforn�vater olhnion 0 c., RETENTION OF RECORDS A. A copy of this SWPPP, inclu in shall be maintained at the cons initiation to the date of final sta B. A copy of this SWPPP, incl and records of all data used permit, will be kept for a pe finally stabilized. shall sign the Owner Certification, Section tion Plmt - Owner Certification. all reports and certifications required by the SWPPP :tion site by the Contractor from the date of project g a`1reports and certifications required by the SWPPP )rep to the Notice of Intent to be covered by the of at thpst three (3) years from the date that the site is C. A copy of the Notice of haunt must be mAded in the SWPPP. D. All SWPPP plans and Natural Resources and (MS4) upon request. E. Provide a copy of any S1S'PPP Certification `. Representative. 3.10 FINAL STABILIZATION ciated records mus be made available to the Department of operator of the semi �ipal separate storm sewer system fications to the Stol of 'ter Pollution Prevention Plan, all mcnt fortes, all SWPPP I spectioil Reports and the Table of Implementing Erosion Co rol Measures to the Owner's A. Final stabilizatiotv'is reached "I en all soil disturbing activi completed. This%includes the establishment of a uniform p unpaved areas dot covered by permanent structures or equi stabilization uteasures (i.e. rip -rap, gabions or geotextiles). approved by the Oticne>'s Representative. 112327-1 01737-7 at the site have been vial vegetative cover for of permanent tal stabilization must be SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN B. Upon approval by the Owner's Representative, the Contractor is required to remove all temnnmry ernsinn/seriimentntinn enntmk 0]737-8 been tinuation DOCUMENT 01737-A STORMWATER POLLUTION PREVENTION PLAN CONTRACTOR/SUBCONTRACTOR CERTIFICATIO NAME OF PROJECT: MOSS RIDGE ROAD PRO CT HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPIDC K PRESERVE Certification Statement , I certify under penalty of law tfill understand the terms and condi ns of the General National Pollutant Discharge Elimination System ( DES) permit that authorizes t1/storm water discharges associated with industrial activity from the constru tion site as pan of this certif ation. Further, by my signature, I understand that I am becoming a coN rmittee, along with the wner(s) and other contractors and subcontractors signing such certificatib is. to the Iowa Depai hent of Natural Resources NPDES General Permit No. 2 for "Storm Water DischarKAssociated with rdustrial Activity for Construction Activities" at the identified site. As a co -permittee, [ ndcrstand that ,and my company, are legally required under the Clean Water Act and the Code of Towa, o ensure co pliance with the terms and conditions of the Storm Water Pollution Prevention Plan deve ped and this NPDES pcnni[ and the terms of the NPDES permit. DESCRIPTION OF CONSTRUCTION CONTRACTOR%SUBCONTRACTOR NAME COMPANYNAME G, r' BY THE FOLLONVINL G NO. SIGNATM I DATE KEEP A COPY OF THIS SIGNED CERTIFICATION WITH THE STORM"' POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY " REPRESENTATIVE. 112327-1 01737-A-1 THE OWNER'S DOCUMENT 01737-13 STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT NAME OF PROJECT NAME OF INS DATE OF CURRENT WEATHER CONDITIONS WEEKLY SWPPP REVIEWED AND INSPECTION AFTER Yes I No TED SNCE LAST TION Yes/No Yes / No VT OF PRECIPITATION DURATION OF STORM EVENT Erosion/Sedimentation �e Change in Control Observed Control Measure l lean -u Re uired'? Tyne Required? ❑ Ditch Checks Yes / No Yes 1 No ❑ Silt Fence Yes /No Yes I No ❑ Compost Filter Tube Yes / No Yes / No ❑ Stabilized Construction Entrance Yes I No Yes INo ❑ Temporary Seeding Yes / No Yes ; No ❑ c Mulching/Compost Yes / No Yes / No CD pp��'�❑� •• Permanent Seeding/Soddin Yes / No Yes I No c Er[;s'fatt Control Blanket s / No Yes 1 No i� ,Deeming Filtration s /No Yes i No a lntt�?rotection BaQFilter Sack Ye\,No Yes / No L�LaE^��gJ.Concntte, Paint an Grout Washout Area YeYes I No ❑ Sedimentation B in YeYes, No ❑ Curb Inlet FilteV Yes,' N Yes' Aro ❑ Transition Mf Yes / No Yes /.No ❑ Clean-up of/koadways/Parking Lots/ Yes / No Yes / No Driveway�I Observations of DisVharge Locations i 112327-1 01737-B-1 DOCUMENT 01737-B STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT Observations of Erosion/Sedimentation Control Measures L Is uncontained sedim(!Vt leaving the site? If yes, describe where and ydhat changes will be made to erosion/sedimentation ntrol devices. / Recommended Revisions to the Inspection Report Certitl+ ation Statement I certify under penal of law that this document and all attac eni supervision in ace dance with a system designed to assure tha qu evaluated the in rmation submitted. Based on my inquiry of th system, o/lislubmitting persons directly responsible for gathering the info the best oowledge and belief, true, accurate, and complete. penalties false information, including the possibility Signature M 7D were prepared under my direction or ified personnel properly gathered and -son or persons who manage the cation, the information submitted is, to Bmaware that there are significant ine and imprisonment for knowing Date KEEP A COPY OF THIS CERTIFIED REPORT WITH THE STORMW PREVENTION PLAN ON THE .JOB SITE. SUBMIT A COPY TO THE i REPRESENTATIVE. 112327-1 01737-B-2 POLLUTION R'S SECTION 01737-C STORMWATER POLLUTION PREVENTION PLAN TABLE OF CONTRACTOR/SLBCOIS�WCTORS IMPLEMENTING EROSION/SEDIMENTATION CONTROL MEASURES NAME OF PROJECT: MOSS RIDGE R AD PROJECT AY 1 TO MOSS RIDGE CAMPUS ATR ID CREEK PRESERVE On the following cha\ indicate the name of each Contractor orVubcontractor who will implement erosion/sedimentation �pntrol measures and which measure the , will implement. KEEP A COPY OF THI$ TABLE WITH THE STORMWATER PO PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S 112327-1 01737 -C -I PREVENTION NTATIVE. Cl) CD Uj r etc S�.1 h - _ KEEP A COPY OF THI$ TABLE WITH THE STORMWATER PO PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S 112327-1 01737 -C -I PREVENTION NTATIVE. SECTION 01737-D IO«'A DEPARTMENT OF NATO L RESOURCES NPDES GENERAL PER IIT NO. 2 'STORK RATER DISCHARGEASSOCIATED WITH �.nmri i'iTi��i n TRITTTT'O Effective - October 112327-1 01737-D-1 to October 1, 20i 7 r7 LL =A - October 112327-1 01737-D-1 to October 1, 20i 7 I NATI A DEPARTMENT OF N4TURAL RESOURCES POLLUTANTI) SYSTEM GENERAL P EFFEC I1 OCTOBER 1, 2912 ATER D FOR I ELIMINATION NO.2 DATES ,311 OCTOBER 1, 2017 502 EAST 9th STREET DES IMOINES, I01VA 50319 515-281-7017 FAX515-28t-8895 s�ww.iowadnr.gov/water/stormwater/indes.html ITH _j v� cv FOR I ELIMINATION NO.2 DATES ,311 OCTOBER 1, 2017 502 EAST 9th STREET DES IMOINES, I01VA 50319 515-281-7017 FAX515-28t-8895 s�ww.iowadnr.gov/water/stormwater/indes.html ITH 0 W CL- u ,.s PART L G.OVU.hk E rL kA. PERT&I- A ..... B. ELIGTZ I LITYP....... C. REQUIRING AN IN D. AUTHORIZATION.. NPDES GENERAL ERM TABLE OF CO TEN UNDER THIS PERMIT...................... nI .............................................................. DUAL PERMI 1L........ ... ........................ ......................... IT NO.2 TS PART IL NOTICE OF INTE%T(-N'OI) REQUIREMENT'S............ A. DEADLINES FOR FILING AICE OFANTENT ............................. B. FAILURE TO NOTIFY ................. C. CONTENTS OF THE NOTICE OF D. WHERE TO SUBMIT .................. E. RENOTIFICATION ...................... F. TRANSFER OF COVERAGE UND G. NOTICE OF DISCONTINLATIO? PART HI. SPECIAL COND NUMERIC LIMITATIONS.. THIS MAN 1 .1 ........................ 1 ........................1 ........................ 2 ....................... 2 ....................... 2 ....................... 2 ....................... 2 ....................... 3 ....................... 3 ....................... 3 ....................... 4 PRACTICES, AND OTHER NON - ..........I ...................... I..... 4 A. PROHIBITION ON NON-STf RM WATER DISCHARGES......................................................................4 e B. RELEASES IN EXCESS OFf REPORTABLE QUAN"I'ITIES.'......................................................................4 PART IV. STORM WATEk POLLUTION PREVENTION PLANS..................................................5 A. DEADLINES FOR POL/UTION PREVENTION PLAN PREPARATION AND COMPLIANCE ....................5 B. SIGNATURE AND PLLLrXN REVIEW.......................................................................................................... J C. KEEPING PLANS CRRENT................................................................................................................. 5 D. CONTENTS OF THE POLLUTION PREVENTION PLAN......................................................................... 6 PART V. OF RECORDS........ 10 PART VI. STANDtV12D PERMIT CONDITIONS................................................................................11 r' A. DUTY TO COIAIPLY............................................................................................................................. 11 B. CONTINUATION OE THE EXPIRED GENERAL PERMIT ..................................................................... 11 C. NEED "EO HALT OR REDUCE ACT] V FEY NOT A DEFENSE................................................................ 11 D. DUTY TO Ml UATE................................................................ E. DUTY TO PROM E INFORMATION ......................................... F. OTHER INFORMAT N............................................................. G. SIGNATORY REQUI RE IEN'fS.................................................. H. CERTIFICATION...................................................................... I. OIL AND HAZARDOUS SUB TANCE LIABILITY ........................ J. PROPERTY RIGHTS ................................................................. I{. SEYERARILITY........................................................................ L. TRANSFERS ............................................................................ M. PROPER OPERATION AND MAIN ENANCE .............. ...........� N. INSPECTION AND ENTRY . ................ ......................... ..........i .. O. PERMIT ACTIONS.......................................................... �...... P. ENV] RONMENTAL LAWS ....................... .................. ............ PART VII. REOPENER CLAUSE PART Vlll. DEF1N ii ...---------------------- ........................................... ..................................... ------------------ ...... ............................... ........................ ................. ......................... ............ ................... .......�.. ............................. .........13 .........13 IOwA DEPARTMENT OF NATLRAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CO6S'I RI CTION ACTIVITIES EFFECTIVE DATE - OCTOBER 1, 2012 TO OCTOBER 1, 2017 PART I. COVERAGE UNDER THIS PER -MIT B. sign water discharges associated with industrial activity for construction activities A. PERMIT _ REA This permit covers all areas of which re covered by an existing individual the State o 'Iow'a. NPD permit or which are issued a. permit in \� actor ante with Part I.C. of this permit. B. ELIGIBILITY 1. A. Except fore�hyscharges identified trader - Parts I.B.2. and 33., this permit may authorize the dischNge of sterna water associatedwith indu ial activity f om construction sites, (those sites or eominon plans of development or salehat will result in the disturbance of one or mare cres total land area), ("hereafter referred to as torm water discharge associated with indust II activity for construction activities) occuniag after the effective date of this permit (in\'1' discharge's occurring= after the effective this permit where the construction was initiated before the effective datepermit), including stern water discarge associated with industrial activity from areas that are dedicated to producing earthen materials, such as soils, sand and gravel, fol use at a single construction site. I B. This permit may authorize storm fer discharge from a construction site tl t is mixed with storm water discharge ass rated with industrial activity from source other than construction activities provided/hat the storm water discharge from thendustrial (non -construction) source is in ompliance with the terms of a NPDES ger /1 -al permit, other than this general permit, r individual permit authorizing such discharge. In addition; the st rm water o�� than from construction, Shall be in coinyhance with Part IN-.D.6'-.f'his permit.tj 2. f ,LI-NIITxTIO?4§4-\ CON ER GE The following ��� p-t'rni 'tvat®�ischargVs associated with "` ndustrial adf i' for construction activities ..�. rc mEuth'gL8d by tyis permit: F— ;f6nnUa r d,(scharges that are mixed with-Zurces 2 Don -storm water other than discheM es idell cd in Part III.A.2. of this permit; water discharges authorized by an 2 individual NPDES permit will be to apply for coverage under this I permit as the existing individual expires; and c. storm water discharges associated with industrial activity for construction activities that the Iowa Department of Natural Resources has determined to be or may reasonably be expected to be contributing to a violation of a water quality standard. D. new or expanded "storm water discharge associated with industrial activity" that discharges to Outstanding Iowa Waters or to Outstanding National Resource Waters. 3. EXCLUSIONS The following "storm water discharges associated with industrial activity" from construction activities do not require a NPDES permit: discharges from agricultural and silvicultural activities including stone water runoff from chards, cultivated crops, pastures, range la ds, and forest lands, but not discharges fro concentrated animal feeding operations as '\ tried iu 40 CFR 122.23, concentrated aquati production facilities as defined in 40 CFR 2.24, discharges to aquaculture projects defined in 40 CPR 122.25, and discharges Tom sihicultural point sources as defined in 4 CFR 122.27. C. 1. The Department may require any person authorized by this permit to apply for and obtain an individA NPDES permit. The Department may rdquhe any owner or operator authorized to"discharge under this permit to apply for an individual NPDES permit only if the owner or operator has been notified in writing that a permit application is required. This notice shall include a brief IOWA DEPARTMENT OF NAI'LTRAL REsoUR<: Es NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL AC'rIVTTY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE -OCTOBER 1,2012 10OCTOBER 1, 2017 statemen of the reasons for this decision, an applicatio form, a statement setting a deadline to the owner or operator to file the application, ud a statement that on the effective date of the individual NPDES permit, coverag under this general permit shall automatically erminate. If anowner ox operator fails to sub 't an individual NPDES permit application regli ed by the Department under this paragraph, co rage of this general permit automatically is to inated at the end of the day specified for bmittal of the individual NPDES anulication. PART 11. NOTICE/OF M -FENT (NOI) REQUIREMENTS A. INTENT For storm Aater discharge associated with industrial ctivity for construction activities where nstluction begins after October 1, 1992, construction activities shall not coin ence until an authorization has been ss d for the project by the Department. 2. Any person authorized to dischar under this B. AILLRE To NOTTFY Dischargers who fail to permit may apply for an individu I NPDES notify the Department of their intent to be permit. In such cases, the discha cr shall covered, and discharge pollutants to water of submit the following in accordance\4)'n the the United States within Iowa, without an requirements of subrule (567}-64.3(the NPDF,S permit, are in violation of the Clean Iowa Administrative Code: Water Act and the Code of Iowa. A. an individual application, using FomT 1 and EPA Form 217, and, B. all applicable fees identified in (567)--64.16 in the Iowa Administ Code. / 3. When an individual NPDES pert is issued to a discharger covered under is general penuit, the applicability of this cncral permit to the individual NPDE permittee is automatically terminated o the effective date of the individual NPDES ermit. When an individual PD permit is denied to a discharger her 'itse subject to this permit, the apph ability of this penuit to the individual NP S permittee is automatically terminated the date of such denial, unless otherwise ecified by the Department. ,K discharger must submit a Notice of Intent (NOI) in accordance with the requirements of Part Il of this permit in order for storm water discharge associated with industrial activity for construction activities pursuant to Part I.B. of this permit to be authorized to discharge Trader this general penuit. 2 C. CONTENTS OF THE NOTICE OF INTENT A complete Notice of Intent shall include the items described in Parts II.C.I., II.C.2., and 11.C.3. of this permit. 1. A completed Notice of Intent WI) form, DNR Form 542-1415, $Vied in7ccordance with Part VI.G. of-Xieper' t. \as miation on the form sft ll i4clude� wing: i7~ - -i C2 6 a t— Name, address, a d cab171i o truction site for whin; s nota leattrn s itted. The locauolj ."should lie provided e 1/4 section, township, range,and the ty in which the stonn water discharge is B. e owner's name, address, telephone number, and stank (federal, state, private, public or ther entity). c. The arae, address and telephone number of a opera ox (contractor) that has been identific\revention g a role in the storm water pollutiplan for the site required undD.7. of this permit. Contractors identified after the submittal of ted Notice of Intent shall be idenpollution prevention plan. IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHA RGEASSOCLYrEDYbITn INDUS IRIALACTIVITY FOR CONSTRUCTIONACT[VITIES Er'FECTIVE D VEL -OCTOBER 1, 2012 TO OCTOBER 1, 2017 D. The type of discharge (now of existing as%elated to October 1, 1992); whether or not the scharge is to a municipal separate storm sewer vstem; the date the discharge is to m coment :he permit status of the discharge, and, the Man of the receiving waters. E. An indicatia\as sting quantitative data is available the concentration of pollutants in sdischarges and a summary of availg data. (Existing data should not d as part of the NOI. it should retof the Pollution Prevention Plan). F. A brief description of theroject, an estimated timetable for major activt'es; and, an estimate of the number of acres ofto site on which soil will be disturbed. G. A certification that. compliance Gull). through G.(4). are met: c.(1). the pollution prevention plan tas been developed before this Notice of Int t is submitted to the Department; G.(2). the pollution prevention p n will be implemented on October 1. 199 for any existing storm water discharge asso ated with industrial activity for constructio activities. For a storm water discharge ass ciatcd with industrial activity for construe on activities that commence after October 1, 1992, the pollution prevention pla shall be implemented with the start of construction activates' r�� 1. G.( -!E ? ipts, Notice Intent will be included �neorporat d into the pollution pre atiot� 15�.n and vill be updated as F��'•°� required; aT4< ::D G.(Qjd the si0lides water pollution pre0ntion plan Compliance with section 467A.64/of the Code of Iowa and local sediment and erosion plans and are consistent witl}/the requirements of Part IV of this general permit. 3 2. A LICABLE FEES The applicable fees sne6fied in Iowa Administrative Code 567.-- 64.1 3. PU IC NOTIFICATION A demonstration that th public notice specified in Iowa A. ministrative Code 567--64.6(1)"c°(2) was bashed at least one day, in at least two ewspapers with the largest circulation in the area in which the facility is located or the activity will occur. WHERE 10 SUBMIT Facilities which discharge storm water associated with industrial activity for construction activities must submit items described in Parts IEC.I., 2., and 3. of this permit to the Department at the followine address: Storm Water Coordinator Iowa Department of Natural Resources 502 E. 9th St. Des Moines, IA 50319-0034 E. RENOTIFICATION Prior to the expiration of an authorization issued under this general permit, the permittee is required to resubmit a Notice of Intent (no additional public notices are required) with the Department for coverage under the new general permit. if a uew general permit has not been reissued \ad to the expiration of the cunclu permit, rovisions and coverage of the current P t are extended until replaced by the ion of a new general permit. E. PERMIT For stormwater discharge associated with in us ia] activity for construction activities � here the ownership changes, the Depart nit must be notified of the title transfer with t 30 days. Both the previous owner(s) anthe new owners) are responsible for to ,e the Department of the transfer andhe new owner's name and contact infonnatio . This requirement shall be satisfied upon th Department's receipt of the notification of this infotnlation by either the previous owner(s) or the new owner(s). If a storm water discharge associated with industrial activity for construction activities is covered by this general permit, the new IOWA DEPARTMENT OF NATURAL RESOIIRCF.S NPDES GENERAL PERMIT No, 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL AC'rIVITV FOR CONSTRUCTION ACTT V ITTFS EFFECTIVE DATE - OCTOBER 1, 2072 TO OCTOBER 1, 2017 owner(,) s all be subject to all terns and conditions o this general permit. A copy of the notice o 'transfer that was sent to the Department sh I be included in the pollution prevention plan. For construction activity which is part of larger common plan of development such a a housing or commercial development project, ' a permittee transfers ownership of all or y part of property subject to this pennit, be the permittee and transferee shall be responsi e for compliance with the provisions of this ermit for that portion of the project whi has been transferred including when th transferred property is less than one acre in a a. If the new owner(s) agree in writing to e solely responsible for compliance wi the provisions of this permit for the pr erty which has been transferred, then the exi i g permittee(s) shall be relieved of responsib' 'ry for compliance with this permit f t transferred property, from and after e date the Department receives written once of transfer of responsibility. A c py of the notice of transfer of responsibi ity shall be included in the pollution preve tion plan. G. 1. Within 30 days after mal stabilization at a construction site (a defined in Part VIII of his permit), the perator or owner of the facility shall submit a Notice of Discontinuatio to the Department. 2. The Notice of Discontinuation shall include the folio mu information: A, the name of the owner/operator to which permit was issued; B. the general permit number and permit authorization number; C. the date the construction site reached final stabilization; and, D. the following certification signed in accordance with Part VLG. of this permit: "1 certify under penalty of law that disturbed soils at the identified facility have been finally stabilized and temporary erosion and sediment 4 control mealurt have been removed or will be removed t an appropriate time. I understand t at by submitting this Noiice of Discontinu ion, that I am no longer authorize to discharge storm water as socia d with industrial activity for const ction activities by Iowa Department of Na. ral Resources General NPDES Permit N 2. and that discharging pollutants from torm water associated with industrial activity to waters of the United States is unlawful under the Clean Water Act where the discharge is not authorized by a NPDES permit." Iv a PART 111. SPECIAL>ZVOITIQ, MANAGEMENT PRACTICE; <ANo OTI� V9 NON-NUMERICLIMITATIONP 1�9 :<R -0 ` � f A. PROHIBITION ON NON-Si4p—mW_ DISCHARGES vt .r - 1. All discharges authorized by this permit shall be composed entirely of storm water except for non -storm discharges listed in Part III.A.2. Discharges from fire fighting activities; fire hydrant flushings; waters used to wash vehicles in accordance with Part IV.D.2.c.(2).; potable water sources including waterline flushings; irrigation drainage; utine external building washdown which d es not use detergents; pavement washwa[ers wh re spills or leaks of toxic or hazardous mat\flos ave not occurred (unless all spilled matas been removed) and where deteare not used; air conditioning con; springs; uncontaminated gror, and foundation or footing drains whes are not contaminated with prot ials such as solvents; may be authby this permit provided the non- storr col ponent of the discharge is in comwith art IV.D.5. ofthis permit B. RELEASES IN UCESS OF REPORTABLE QUANTITIES Any owner or oI erator identified in the pollution prevention plan is ubject to the spill notification requirements as sp ificd in 4558.386 of the Iowa Code. Iowa law requir that as soon as possible but not more than six hours after the onset of IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 STORM W ATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECLIV E DATE -OCTOBER 1, 2012 TO OCTOBER 1, 2017 a "hazardous condition" the Department and local sheriffjj} Office or the office of the sheriff of the B. SIGNAT 'RE AND PLAN REVIEW affected county be notified. /it \ 1. Thep shall be signed in accordance with The stoi`$, water pollution prevention plan described PartLG., and be retained at the construction in Part IV'Qf this permit must be modified within 5 site rom the date construction activities begin calendar dayslof knowledge of the release to provide to e date of final stabilization. a description 61�he release and the circumstances leading to the relexsse and to identify and provide for 2. he pennittee shall make plans available to the implementation\ of steps to prevent the the Department upon request, or in the case of reoccurrence of such 2 leases and to respond to such a storm water discharge associated with releases. industrial activity for construction activities which discharge through a municipal separate storm sewer system with an NPDES permit, to PART IV. STORM TER POLLUTION the municipal operator of the system. PREVENTION PLANS 3. The Department may notify the permittee at A storm water pollution prevenn n plan shall be any time that the plan does not meet one or developed for each construction site -overed by this more of the minimum requirements of this permit. Storm wateepollution prevent' plans shal Part. After such notification from .the be prepared in accordance with good ,gineerir Department, the permittee shall make changes practices. The plan_shall identify potential urces f to the plan and shall submit to the Department pollution which may reasonably be expected t a ecu a written certification that the requested the quality of the stone water discharge fro the changes have been made. Unless otherwise construction activities. In addition, the pla. s 11 provided by the Department, the permittee describe and ensure the implementation of p actic shall have 3 business days after such which will be used to reduce the pollutants IT storm for notification to make the necessary changes. water discharge associated with industrialtivity construction activities at the constluctiol 'site and to 4. All storm water pollution prevention plans assure compliance with the terms and editions of received by the Department from the this permit. Facilities must implement 1e provisions permittee are considered reports that shall be of the storm water pollution preventio plan re one available to the public under Section 308(b) of trader this part as a condition of this ermit. the CWA and Chapter 22 of the Code of Iowa. However, the permittee may claim any A. DEADLINES FOR POLLUT ON PREVENTION Orion of a store, water pollution plan as PLAN PREPARATION AND OMPLIANCE nfidential in accordance with Chapter 22 of th Code of Iowa and Iowa Administrative 1. POLLUTION PRE `ENTION PLAN CO (561)--2.5. PREPARATION DEA INE. The pollution prevention plan shj1 be completed prior to C. KEEPING PLANS CURRENT The permittee the submittal of an -0I to the Department to shall a rrd the plan whenever there is a be covered und� this pern,it and shall be change in esieir construction, operation, or updated as appx riate. maintenanc which has a significant effect on the potential r the discharge of pollutants to 2. Prn1LUTION • PREVENTION PLAN the waters of i United States and which has PLIA.& DEADLINE The pollution not been address in the plan or if the storm 4R pl enfi ftlan shall provide for compliance water pollution pr ention plan proves to be WE , tha.„Icn`us and schedule of the plan prior ineffective in elim ating or significantly W to the inIdion of construction activities. minimizing pollutants rpm sources identified 7in Part IV.D.2. of this permit, or in otherwise �'•& achieving the general objectives of controlling pollutants in storm water discharge associated () c> 5 D. 1. IOWA DEPARTMENT OF NA I'URAL RFS0GRCES NPDES GENERAL PE UNIIT No.2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - OCTOBER 1, 2012 TO OCTOBER I, 2017 with i dustrial activity for construction activities - In addition, the pollution prevention plan shall be updated to: expeditious change the site map to include changes at he site, include contractors identified after he submittal of the Notice of Intent as Co -pe ittees, described in Part IV.D.7. of this pe it; identify any change in ownership or transt ence of the permit and permit responsibilities, or, if required, by the occurrence of a haz dons condition (as defined in Pant VIII of this permit). Amendments to the plan y be reviewed by the Department of Natural esources in the same maturer as Part IV.B.2. PLAN. The storm water pollul plan shall include the following SITE DESCRIPTION Each plan shall prdyide a description of the following: A. a description of the nature of construction activity; R. estimates of the total area of the sit nd the area of the site that is expected o be disturbed by excavation, grading, r other activities; C. an estimate of the runo coefficient of the site after constructi activities are completed and existing ata describing the soil or the quality of discharge from the site; D. a site map Indicating drainage patterns and approxi ate slopes anticipated after major n- activities, areas of soil disturba e, the location of structural and nonst [ural controls identified in the plan, the ocation of areas where stabilization ctices are expected to occur, surface waters (including wetlands), and locations where storm water is discharged to a surface water; and E. the name of the receiving water(s) and the ultimate receiving water(s). 0 2. CONTROLS Each plan shall include a description of controls that will be implemented at the construction site: The plan will clearly describe the intended sequence of major activities and for each activity, the appro nate control measures and the timing during e construction process that /scription easures ill be implemented. (For ple, peril ter controls for one portion of te will installed after the clearing and ing cessary for installation of the re, t before the clearing and grubbing h remaining portions of the site. er controls will be actively maintained inal stabilization of those portions of the Siupward of the perimeter control, orary perimeter controls will be ed after final stabilization). The ption of controls shall `'dress the ing minimum commsrents: t C"1c A. EROSION AND SEDIN16T_MON'T1 S +� CD A.(1). STARILIZATIQWc PRACTICES description of tcmpor jand' merledt stabilization practices, rp 8i—ngrsite-spec- c scheduling of the implementn of the practices. Site plans should 4ensure that existing vegetation is preserved where attain\after ble and that disturbed areas are ilized. Stabilization practices may ude: temporary seeding, permanent ing, mulching, geotcxtiles, sod ilization, vegetative , buffer strips, tection of trees, preservation of mature elation, and other appropriate measures. t as precluded by snow cover, i xtion measures shall be initiated on all urb d areas as soon as practical but in no wh e construction activity will not occur a peri of 21 or more calendar days later the 4th day after no construction vity has curt on such area. Where the ation of st ilization measures by the 14th after no c shuction act vity occurs is luded by sno cover, then stabilization sures shall b nitiated as soon as ticable thereafter. A.(2). STRUCTURAL 'PRACTICES A description of structural practices to the degree attainable, to divert flows from IOWA DEPARTMENT OF NATURAL RESOLRCES N PDES GENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED AA ITn INDUSTRIAL ACTIN'IT) FOR CONSTRCCTmN ACTIATHES EFEECTIPC DATE -OCTOBER 1, 2012 "fO OCTOBER 1, 2017 exposed soils, store flows or otherwise limit runoff from exposed areas of the site. Such practices may include silt fences, earth dikes, brush barriers, drainage swales, sediment traps, c ek dams, subsurface drains, pipe slope drain level spreaders, storm drain inlet protection, TON outlet protection, reinforced soil retaining sys"lesms, gabions, and temporary or permanent sedlTerit basins. Structural practices should be p Fed on upland soils to the degree attainable. e installation of these devices may be subject t Section 404 of the CW.4. A.(2).(a). For common drai ge locations that serve an area with more than 0 disturbed acres at one time, a temporary orenTra I sedi Nt basin providing 3,600 tubi feet of storage per acre drained shall be p v'ided ? °' wheHrattaih''v"rrH1,1: until final stabilization the site bee chicved. The 3,600 cubic et of strung ea per acre drained does n t .� app�to k�lou from offsite areas and flows\ frotirpristt..reas that are either undisturbed U. or shave t ,one final stabilizationwhey suc17_T$lows diverted around the sedime t bas+2 For drainage locations which s 'e more than 10 disturbed acres at one tim and Where a temporary sediment basin pr -i ding 3,600 cubic feet of storage per acre aired is not attainable, sediment traps, silt en, or equivalent sediment controls arc cloned for all sideslope and downslope bou daries of the construction arca. A.(2).(b). For drainage oca ions serving 10 or fewer acres, sedim t naps, silt fences or equivalent sedi/d-lislope ntrols are required for all sideslope aboundaries of the construction a sediment basin providing for 3,60feet of storage per acre drained. A.(2).(c). Unless infeasible, the following measures sha f be implemented at all sites: utilize outle structures that withdraw water from the ,•surface when discharging from basins, p�ovide and maintain natural buffers around Aurface waters, direct stone water to vegetated areas to increase sediment removal and maximize storm water infiltration and minimize soil compaction. Topsoil shall be 7 preserved at all const action sites unless land use precludes the pr Tice. The requirement topreserve topsoil S. all be met only when the depth of topsoil aft t soil disturbing activities have been compl ted and final stabilization achieved for the ermined activity is equal to, or greater tha . 4.0 inches, including soil contained in d, on all areas of the site where the surface of the ground disturbed for the permitted construction activities is exposed and not overed by concrete, asphalt, gravel or oth such material and wbere 4.0 inches or more of topsoil existed prior to the colmencement of soil disturbing activities I t are permitted under the current permit uthorization for the site. On areas wlterc less than 4.0 inches of topsoil existed prior to the commencement of soil disturbing activities that are permitted under the current permit authorization for the site, the minimum depth of topsoil after soil disturbing activities have been completed and final stabilization achieved for the permitted activity shall be equal to, or greater than, the depth of topsoil that existed prior to the commencement of soil disturbing activities that are permitted under the current permit authorization for the site. The final topsoil depth is to be measured after the soil has been compacted in a fashion generally considered adequate for an established lawn and so that the expected settling that will occur after measurement will \andial al and shall include the soil in any sod that has been placed on The type of topsoil at the site after bing activities have been completed l stabilization achieved for the activity Shall be similar to that is or existed in the general area of For construc\nactivity which is part of a larges cotmnodevelopment, such as a housing or cal development project, in which a nagrees in writing to be solely respor compliance with the provisions oermit for the property which has been tran,, fierred or in which the new owner has obtained authorization under this permit for a lot or 'lots („as specified in subtitle 567-64.6(6) of the Iowa Administrative Code), the topsoil preservation IOWA DEPARTMENT OF NATUBA[. RESOURCES NPDES CENERAL PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSIRIAL ACTIV [TY FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE -OCTOBER 1, 2012 TO OCTOBER I, 2017 quirements described above must be met no storm water discharges that will occur after la'T than at the time the lot or lots have construction operations have been completed. rea ed final stabilization as described in this The instal ation of these devic* may be Perin . subject to Section 404 of the CWA. This For sit where less than 4.0 inches of topsoil permit on addresses the installation of storm is to be i lace after soil disturbing activities water In agement measures, and not the have been ompleted and final stabilization ultimate operation and maintenance of such achieved for the permitted activity, a soil stnletu es after the construction activities have survey condo ed by properly qualified been ompleted and the site has undergone personnel who r ularly conduct soil surveys fin stabilization. Permittees arc only as part of their n rural job duties must be re onsible for the installation and conducted prior to commencement of soil aintenance of storm water management disturbing activities t t are permitted under measures prior to final stabilization of the site, the current permit auth rization for the site. The results of the soil srvey sha11 become and are not responsible for maintepWce after part of the Pollution Preven .on Plan and shall storm - water discharges—,associ5Fed with indicate the depth of tops I at a suitable ndus al activity have 4z ( mFEatcd f number of points on the site commensurate the site. I= o �—.t with standard eu ineerin practices n—< R. 1 , Such practices uT O P a}+.`anel r�'e: storm established for the size of the sites water detention structufesgrlcl-aging ✓-t The topsoil preservation re Herne ponds); storm water retentg%trucises; described above shall be implemen d r attenuation by use of opt vegetal d swedes projects that have not receive an and natural depressions;—and irifiRation of authorization under this permit prto runoff onsite; and sequential systems (which October 1, 20t2. The topsoil pre Evan n combine several practices). A goal of 30 requirements are not require to b percent removal of total suspended solids implemented for projects that ave been from those flows which exceed authorized prior to October , 2012. In predevelopment levels should be used in residential and commercial velopments, a designing and installing storm water plat is considered a projee For other large management controls (where practicable), areas that have been aut prized for multiple - Where this goal is not met, the penniace shall construction sites, in uding those to be provide justification for rejecting each started at a future da , such as those located practice based on site conditions, at industrial facili 'es, military installations and universities, new construct on project Is.(2). Velocity dissipation devices shall be not yet surveye and platted out is considered placed at discharge locations and along the a project. T s stipulation is intended to be ngth of any outfall channel as necessary to interpreted as requiring the topsoil p vide a non-erosive velocity flow from the preservat n requirements on development std Lure to a water course so that the natural plats d construction activities on other phys al and biological characteristics and exte ed areas that may have several functi s are maintained and protected (e.g. co traction projects permitted under the marine ce of hydrologic conditions present me authorization to be implemented on prior to the initiation of construction those projects not yet surveyed and platted out activities). prior to October 1, 2012 even if other plats and construction activities in the same C. OTHER NTROLS development or other extended area were authorized prior to October 1, 2012. C.(1). WASTE ISPOSAh All wastes composed of buil 'ng materials must be B. STORM WATER VZANACEMENT A removed from the itc for disposal in description of measures that will be installed permitted disposal faci 'ties. No building during construction to control pollutants in material wastes or unused uildine materials 0 IOWA DEPARTMENT of NATURAL RESOURCES NPDES GENERAL PE.RYIFF No.2 STORM WATER DISCHARGE ASSOCIATED WITH I NDCSI IRAL ACTINrY FOR CONS 'IRLCTIos ACTIVITIES EFFECTIVE DATE- OCTORER 1, 2012 TO OCTOBER 1, 2017 1 t shall be buried, dumped, or discharged at the warrant them, regular inspections are not site, required on ar as that have been stabilized c.(24 Off-site vehicle tracking of with a perenni vegetative cover of sufficient . sediments shall be minimized. density to pre ade erosion. C.(3). Tfit plan shall ensure and demonstrate c�lnphance with applicable State or local waste `disposal, sanitary sewer or septic system regulations D. APPROVED STATE. OR LOCAL PLANS Facilities which disch ge storm water associated with industi-TV activity for corfst5uction activities must"include in their stints W atct pollution pre cnlion plan props lurQy taztd requirements Xen app]reablf�JOirr and erosion s e plans or Uj stafirt W�anagement plans ap\orlo Stmt dr) local officials. reyuLre �ertP specified in sedi LLen7gLon �p}a�, site permits or st manav... ge ieriltplans approved by Staoffals thA are applicable to surface water resources are, upon submittal of an NOI to be authorized to discharge under this permit, incorporated by reference and a enforceable under this permit even if they rc not specifically included in a storm V ter pollution prevention plan required and this permit. Operators of facilities seeking terative permit requirements shall Submit a individual permit application in accordan e with Part I.C.2. of this permit along witl a description of why- requirements in ap oved State or local plans should not be applicable as a condition of an NPDES pet be/applicable MAINTENANCE A description of procedures to maintain in good/id effective operating conditions vegetatio , erosion and sediment control measuics and other protective measures identifico in the site plan. 4. INSPECTIONS /(ualified personnel (provided by the discjargcr) shall inspect disturbed areas of tlh/ construction site that have not been stabi ized with a perennial, vegetative cover of sufficient density to preclude erosion at least once every seven calendar days. Unless erosion is evident or other conditions 9 A. DiStni ed areas and areas used for storage of materials that are exposed to precipitat n shall be inspected for evidence of, or th it for, pollutants entering the drama systern. Erosion and sediment conn measures identified in the plan shall be c served to ensure that they are operating co ectl . Where discharge locations or P rots arc accessible, they shall be inspected o asccatain whether erosion control measures are effective in preventing significant impacts to receiving waters. Locations where vehicles enter or exit the site shall be inspected for evidence of offsite sediment tracking. B. Based on the results of the inspection, the description of potential pollutant sources identified in the plan in accordance with paragraph IV.D.1. of this permit and pollution prevention measures identified in the plan in accordance with paragraph 1V.D.2. of this permit shall be revised as appropriate as soon as practicable after such inspection. Such modifications shall provide for implementation of any changes to the plan within 7 calendar days following the inspection. A report summarizing the scope of the i \einspection, ectionnamc(s) and qualifications of pemaking the inspection, the date(s) ofion, major observations relating toplementation of the storm water prevention plan, and actions taken in acwith paragraph IV.D.4.a. of the pl be made and retained as part of thwater pollution prevention plan for at least thnkc years atter final stabilization has been aehlved and a Notice of Discontinuahm has been submitted to the Department. AThe report shall be signed in accordance wit Part VI.G. of this permit. 5. NON -STORM WATER DISCIIAR(;ES Except for flows From fire Fighting activities, sources of nor -storm water listed in Part lll.A.2. of this permit that are combined with stone 6. 7 IOWA DEPARTMENT OF NATURAL REsoURCEs NPDES GENERAL PERMFr No.2 STORM WATER DIscDARGE ASSOCIATED WITH INDUSTRIA!. ACTT W TV FOR CONSTRUCTION ACTIVITIES EFFECTIVE DATE - OCTOBER 1, 2012 TO OCTOBER 1, 2017 water d charges associated with industrial activity in constrction activities must be identified t the plan. The plan shall identify and ensure e implementation of appropriate pollu on pre ration measures for the non- stormwater cc onent(s) of the discharge. AND DEDICATED CEM!) -T PLANTS This permit may only author ze a storm water discharge associated with ' dostria' activity from a construction site that 's mixed with a storm water discharge from an industrial source other than construct ion other than construction, ere: A. the industrial source Ater than construction is located on the sameate as the construction activity; B. storm water discharges associate with industrial activity from the areas of the ite where construction activities are occurring Ne in compliance with the terms of this perri and, / c. storm water discharges associate with industrial activity from the areas o the site where industrial activity o er than construction are occurring (in uding storm water discharges from d tcated asphalt plants and dedicated cc rat plants) are in compliance with the t sand conditions, including applic"' NOI or application requirements, of different NPDES general permit or indiv ual permit authorizing such discharges. Z The storm water pollution prevention plan must clearly identify for each measure in the plan, the contractors) and/or subcontractor(s) that will implement the treasure. All contractors and subcontractors identified in the plan must sign a copy of the certification statement in Part IV.D.73. of this permit in accordance with Part VI.G. of this permit. Upon signing the certification, the contractor or sub -contractor is a co -permittee with the 10 owner and other co -permittee contractors. All certifications must be included In the stone water pollution prevention plan. ff a. CERTIFICAFI'ON STATEMENT All /nation ctors and su contractors identified in a water pol ution prevention plan in dance with art IV.D.ZA. of this permit sign a cop of the following ratification ent befo conducting any FTdlcssional e at the ite identifteg-4)g4e st�'m w31 tion pr • 'ention plan: erti under penal�6M law that s - d the terms an . �ncittip" of h 1 National Pollut , Dischat �� . Dat on System ( P S) penxt t that rizes he stone water charges iated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co -permittee, along with the owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No. 2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co -permittee, I understand that I, and my company, are legally required mtder the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit." Pe certification must include the name and t le of the person providing the signature; the na e, address and telephone number of the con acting firm; the address (or other identfying description) of the site; and the date t certification is made. PART V. RETENTION OF RECORDS A. The permitte shall retain copies of storm water pollutio prevention plans and all reports required N this permit, and records of all data used to coi"Aplete the Notice of Intent to be covered by this permit, for a period of at IOFN; DEP dRTN1ENr OENATI RAL RESoui2cEs NPDESGENERALPERMIT NO.2 STORPr NATER DISCI I ARGEASSOC1ATEn 119TH ISIMS ITnAL ACTIVITY FOR CONSTRI.( PION ACTIVITIES EFFECTIVE DATE-OCTORER 1, 2012 TO OCTOBER 1, 2017 least three years from the date that the site is if this permit has not yet been modified to finally stabilized and a Notice of meporate the requirement. DicOntinuation has been submitted to the B. C ilMAT (ON OF THE ExPIRED GrNERAL R. If there \a construction trailer, shed or other covered str Iture located on the property the pennittcc sh I retain It cope of the storm water pollutio\revention ntion plan required by this permit atstruction site from the date of projeion to the date of final stabilization. re is no construction trailer, shed ocred structure located on eak properpe rittee shall retain a cop!P of tl�t a readily available alteniatn nfed b. the Department and]Uiov-ifor inspection on request, if thean taJirrarntained at 3n -site location SLICES aCA rate office, it steal be provided --� forallspeC[lon no later than three ours after beirig�reclLiytt<d. C. ADsSEs All written eorespondc cc to the Department should be sent to the following address: Storni Water Coordinator Iowa Department of Natural Resources s02 E. 9th St. Des Moines, IA 50319-0034 PART VI. sTANDARD PERMIT CONOITIONS A. DCTY TO COMPLY /� 1. The permittee must cotpply with all conditions of this pernn�. Any permit noncompliance constitutes/a violation of the Code of Iowa and the Chan Water Act and is grounds toy enfore;, cut action: for termination of cover, e under this general pcmrit: or, for denial f a request for coverage under a reissuedgeq"era] permit. 2. Toxic POLLUYANTs The permittee shall comply with ef%. ucnt standards or prohibitions established udder section 307(a) of the Clean Water Act CLAVA) for toxic pollutants within C. PER n'r This permit expires on October 1, 201. An expired general permit continues in fore until replaced by adoption of a new genual permit. uENBE It shall not be a defense for a ermittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. DUTY TO d11TIGATE The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. E. DDTY 'PO PROVIDE INFORMATION The permittee shall famish to the Department, within three hours. any information which the Department may request to determine compliance with this pennit The pernuttee shall also furnish to the Department upon request copies of records required to be kept by this permit. OTHER INFORMATION When the pcntnittee becomes aware that he or she failed to submit any relevant facts or submitted incorrect information in the 'Notice of Intent or in any other report to the Deparunent, he or she shall Vomptty submit such facts or information. G. SI6"ATORY REQUIREN1ENTs All Notices of Inten stornT water pollution prevention plans, reports certifications or information either submitte to the Department or the operator of a m unici I separate storm sewer system, or that this p ° Nit requires be maintained by he permittee, sit 11 be signed in accordance with rule 567— 64.3 S) of the Iowa Administrative Code as follows. the tine provided in the regulations that 64.3(S) Identitil "619"atories qj operation establish these standards or prohibitions, even permit aI t licaii ons. `The person who signs 11 IOWA DEPARTMENT OF NATLRAL RESOURCES NPDES GENERAL. PERMIT NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES EFFECTIvF DATE - OCTOBER 1, 2012 TO OCTOBER 1, 2017 the a plication for an operation permit shall significant penalties for submitting false be: information, including the possibility of fine and imprisonment for knowing violations." a. Corp ations. In the case of corporations, I. OIL AND HAZARDOUS SUBSTANCE LIABILITY a principa executive officer of at least the Nothing in this permit shall be construed to level of vie resident. preclude the institution of any legal action or relieve the permittee frm any responsibilities, b. Partnership In the case off a partnership, liabilities, or penaltie to which the permittee a general partner, is or may be subject nder section 311 of the Clean Water Act. c. Sole proprietors 'ps. In the case of a sole o proprietorship, the pr rictor. S. PROPERTY RIG I'S e issuarree of this permit does not onveyiMEbrojLMy rig7of d. Public facilities. In the case of a any sort, nor any excllrsiv.�d ptxvllegeg,--mr municipal, state, or othe public facility, by does it autho ze any,'m td pr v>' to pr erty either the principal execut e officer, or the nor any in asion of per5,Q> ri hts, n ranking elected official. infringe nt of Federal,"SIM or lar rcgulati s. C,> e. Storm water discharge a ociated with u, industrial activity from construe 'on activity. K. SEV BILITY The provisions of -this permit In the case of a storm water discharge at severable, and if any provision of this associated with industrial activ from Emit, or the application of any provision of construction as identified in 4 CFR this permit to any circumstance, is held 122.26(b)(14)(x), either the owner of t e site invalid, the application of such provision to or the general contractor. other circumstances, and the remainder of this permit shall not be affected thereby. The person who signs NPDES reports shall the same, except that in the case of a L. TRANSFERS This permit is not transferable to corporation or a public body, monitoring any person except after notice to the reports required under the terms of the permit Department. The Department may require the may be submitted by the person who is discharger to apply for and obtain an responsible for the overall operation of the individual NPDES pemtit as stated in Part I.C. facility from which the discharge origi ed. H. CERTIFICATION Any pe on signing documents under paragraph G. shall (make the following certification: T certify under p alty of law that this document and all ttachments were prepared under my ection or supervision in accordance Kith a system designed to assure that quay ed personnel properly gathered and evah cd the information submitted. Based my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are 12 PROPER OPERATION AND MAINTENANCE The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related ppurtenances) which are installed or used by t e pe mittee to achieve compliance with the co ditions of this permit and with the req 'rements of storm water pollution prev tion plans. Proper operation and mainte ance also includes adequate laboratory controls and appropriate quality assurance procedur Proper operation and ma requires the operation of backup or auxilia facilities or similar systems, installed by a ermittee only when necessary to achieve co Bance with the conditions or this permit. IOR'A DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PEILtIFF No. 2 STOR61 NATER DISCHARGE ASSOCIATED Is ITR INDUSTRIAL ACTIN I'fY FOR CONSTRUCTION ACTIVITIES EFFEC'rlvE DATE - OCTOBER 1, 2012 TO OCTOBER I, 2017 N. INSPECIION Amt ENTRY The permittee shall e Department or an authorized allf threpr ative of EPA. the State, or, in the case a facility which discharges through a municip separate storm sower, an authorized representat `e of the municipal operator or the separate stop sewer receiving the discharge, Upon the preselAetion of credentials and other documents as may e required by law, to: 1. Enter upon the pertee's premises A here a regulated facility or ac 'vity is located or conducted or where reco ds must be kept under the conditions of this p relit; 2. Have access to and copy reasonabl times, any records that must be ke t under [ conditions of this permit; and, 3. Inspect at reasonable tunes any facile or equipment (including monitoring and c trol equipment). O. P6%TmT ACTIONS Coverage un r his peer+?it TranI;-be terminated for call" The film o� a:jequest by the permit e for a pa C- tdtb�uinuance, ora notit cation of p1 t no changes or ntieipatcd n-Nxcot lece does not stay try permit LL c�Kditier`<w y P. F4�TRO1'1114 `sNTAE LAMS No c dition of this p¢lv Ut shall release the pern tree from any responsibility or requiretne s under other environmental statutes or reg nations. PART N'll. REOPENER CLAU E If there is evidence indicating potential or realized impacts or water quality du to to any storm water discharge associated with vndustrial activity for construction activities cove `d by this permit, the owner or operator of such discharge may be required to obtain individual Perini in accordance with Part I.0 of this permit. PART VIII. DEFI SJ�LONS "Best Management Practices" ("BMPS") means schedules of activities, prohibitions of 13 )nia tices, maintenance procedures, and other agement practices to prevent or reduce the ution of waters of the United States. BMPs also ide treatment requirements, operating edures, and practices to control plant site nmoff, age or leaks, sludge or waste disposal, or nage from raw material storage. "Construction site" means a site or common plan of devclopment or sale on which construction activity, including clearing. grading and excavating, results in soil disturbance. A construction site is considered one site if all areas of the site are contiguous with one another and one entity owns all areas of the site. "OYYA" or "Clean Water Act" means the Federal Water Pollution Control Act. "Dedicated portable asphalt plant" means a portable asphalt plant that is located on or contiguous to a construction site and that provides asphalt only to the construction site that the plant is located on or adjacent to. "Dedicated portable concrete plant" means a portable concrete plant that is located on or contiguous to a construction site and that provides 'oneretc only to the construction site that the plant is lG ated on or adjacent to. "Dedicated sand or gravel operation" means an op ation that produces sand and/or gravel for a single c struction project. "De artment" means the Iowa Department of Natural Reso roes. "Final tabilization" means that all soil disturbing activit s at the site have been completed, and that a unifomh erennial vegetative cover with a density of 70% for he arca has been established or equivalent stabiliza'om measures have been employed or which ha been returned to agricultural production. "Hazardous coedit n" means any situation involving the actual, immin I. or probable spillage, leakage, or release of a bazar us substance on to the land, into a water of the state, r into the atmosphere, which creates an immediate or tential danger to the IOw,1 DEPARTAIENT OF NAIURAL RESOURCES NPDES GENERAL PERIDI1T NO. 2 STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACT] VITIES EFFECTIVE DA'Z'E -OCTOBER 1, 2012 TO OCTOBER 1, 2017 public health ok,, safety or to the environment. "Hazardous substance" means any substance or mixture substances that presents a danger to the public heal or safety and includes, but is not limited to, a substan e that is toxic, corrosive, or flammable, or that is T irritant or that, in confinement, generates pressure through decomposition, heat, or other ans. The following are examples of substances A ich, in sufficient quantity may be hazardous: acids; alkalis; explosives; fertilizers; heavy etals such as chromium, arsenic, mercury, lead d cadmium; industrial chemicals; paint thi ers; paints; Pesticides; petroleum products; poison radioactive materials; sludges; and organic solvents. "IIazardous substances" may include any azardous waste identified or listed by the administra r of the United State Environmental Protection Agenc under the Solid Waste Disposal Act as amended the Resource Conservation and Recovery Act of 19 , or any toxic pollutant listed under section 307 of e federal Water Pollution Control Act as amended January 1, 1977, or any hazardous substance designated under section 311 of the federal Wa r Pollution Control Act as amended to January 1, 77, or any hazardous material designated by the s retary of transportation under the Hazardous atcrials Transportation Act (49 CFR 172.101). 4 _B.381 1 1991 Code of Iowa "Municipality" means a A, town, borough, county, parish, district, associgfion, or other public body created by or under St46 law. "NOP' means ticc of Intent to be covered by this permit (see P9d It of this permit.) "Outsta ing Iowa Waters" means those waters whit onstitute an outstanding state resource such as aters of exceptional recreational or ecoloo' al significance. These waters are identified in ppendix B of the Iowa Antidegradation plementation Procedure manual. "Outstanding National Resource Waters" means those waters which constitute an outstanding national resource such as waters of national and state parks and wildlife refuges and also waters of exceptional recreational or ecological significance. These waters are identified in Appendix B of the 14 Iowa Antidegradation Implementation Procedure manual. 1 "Permittee" means the ¢wner of the facility or site. r "Qualified perso el" means those individuals capable enou and knowledgeable enough to perform the re Ired functions adequately well to ensure complian e with the rele�llt permit conditions and re irements of t�Re Iowa Administrative Code. -+ n C "Runoff oefficient" m�e actior� total rainfall t will appear at�,e�cori�yanc4 as runoff. �rn —o M " torm Water" means stSrY�i` wathr ru e snow cit runoff, and surface run6ff and Lhninage. .c - "Storm water discharge associated with Industrial activity" means the discharge from any conveyance which is used for collecting and conveying storm water and which is directly related to manufacturing, processing or raw materials storage areas at an industrial plant. The teen does not include discharges from facilities or activities excluded from the NPDES program under 40 CFR part 122. For the categories of industries identified n paragraphs (i) through (x) of this definition, the t nn includes, but is not limited to, storm water di 'larges from industrial plant yards; immediate ace s roads and rail lines used or traveled by carriers of r materials, manufactured products, waste materi or by-products used or created by the facility; aterial handling sites; refuse sites; sites used for t e application or disposal of process waste waters (as fined at 40 CFR part 40]); sites used for the storage d maintenance of material handling equipment; sit used for residual treatment, storage, or disposal; hipping and receiving areas; manufacturing b 'ldings; storage areas (including tank farms) for ra materials, and intermediate and finished products; a areas where industrial activity has taken place in th past and significant materials remain and are exposed ostonm water. For the categories industries identified in paragraph (xi) of this defin ion, the term includes only storm water discharges From all the areas (except access roads and rail lin) that are listed in ntence the previous sewhere aterial handling IOWA DEPARTAWNT OF NA MR.M. RESOERCEs2&DES GENERAL PFa vDT No. 2 STORvI w' ATER DISCHARGE ASSOCIATED WITH tNDnSTRIAL ACTIVITY FOR CONSTRUCTION ACTI) FLIES EFFECTIVE DATE - OCTOBER 1, 2012 TO OCTOBER 1, 2017 equipment ora ,ities, raw materials, intermediate products, final products, waste materials, by- products, or in strial machinery are exposed to storm water. Fo the purposes of this paragraph, material handling Tctivities include the storage, loading and unloadin transportation, or conveyance of any raw material, ukermediate product, finished product, by-product, or \Waste product. The terns excludes areas located on Opt lands separate from the plant's industrial activr es, such as office buildings and accompanying pa iug lots as long as the drainage from the excluded\(' is not mixed Tvith storm water drained from ve described areas. Industrial facilities (ig industrial facilities that are Federally. Stmunicipally owned or operated that meet thil ion of the facilities listed in these paragr)-(� of the definition) include those facilitignate under 40 CFR 122.26(a)(1)(v). The folcatego ies of facilities are considered to be enin "indu_uial activity" for purposes of this def (i) Facilities subject to storm water et limitations guidelines. new source perfon standards, or toxic pollutant effluent standards 40 CFR Subchapter N (except facilities with pollutant effluent standards which are exe under category (.ri) of this definition)! (ii) Facilities classified as Standard/Industrial Classifications 24 (except 2434), 26 (exc pt 265 and 267). 28 (except 233 and 285), 29. 31 . 32 (except 323),33.3441,373; (i lt. Fa'c'ilities classifig(l as Standard hdtiquial'I'Jasstfi,.ations 1U thr.ugh 14 (mineral ro�i stry)�{nclutdiap active i inactive murine ations (c!tiyPt— for arms of coal mining tions no ��gr friceti g the definition of a rerrl-ainati¢a aida—uiZer 40 CFR 434.11(1) because ;i,4,erfoa Wnefi 4:Ejd is red to the facility by the appropriatr-SIVICR�aau orny has been released, or except f oras of not coal mining operations which have been released fy)m applicable State or Federal reclamation requircAcnts after December 17, 1990) and oil and gas cXpploration, production, processing, or treatment opcpations, or transmission facilities that discharge sten water contaminated by contact %kith or that has cline into contact with,- any overburden, rare material, intermediate products. finished products, byproducts or waste products located on the site of such operations', (inactive mining 15 operations arc mu ing sites that are not being actively Erimcd. but t hich have an identifiable owner/operator; in ctive mining sites do not include sites where tannin claims are being maintained prior I) - to disturbances associated with the extraction, beneficiation, or processing of mined materials, nor sites where mit mal activities are undertaken for the soli purpose maintaining a mining claim); (iv) azardous waste treatment, storage, or disposal f ellities, including those that are operating under i enin status of a permit under Subtitle C of (v) Landfills, land application sites, and open d rps that receive or have received any industrial rites (waste that is received from any of the facilities described under this subsection) including those that are subject to regulation under Subtitle D of RCRA; (vi) facilities involved in the recycling of materials. including metal scrap yards, battery reclaimers, salvage yards. and automobile jLinkyards, including but limited to those classificd as Standard industrial Classification 5015 and 5093; (vii) Steam electlie power generating itics, including coal handling sites; (viii) Transportation facilities classified as Stan and Industrial Classifications 40, 41. 42 (except 4221 225). 43, 44, 45 and 5171 which have vehicic nlainter rice shops, equipment cleaning operations, or airpor deicing operations. Only those portions of the faeilir that arc either involved in vehicic maintenane (including vehicle rehabilitation, mechanical repairs, painting, fueling, and lubrication), c uipment cleaning operations, airport deicing operatic is. or which are otherwise identified under paragrap (i) -(vii) or (ix)-(ei) of this deffirition are also fated with industrial activity; (ix) Treatmat works treating domestic sewage or any ocher -ewage sludge or wastewater treatment device or . 'stem. used in the storage treatment, recycling. an reclamation of municipal or domestic sewage. inclu ng land dedicated to the disposal of sewage sludge hat are located within the confines of the facility, witch a design flow of 1.0 mad or more, or required', to have an approved pretreatment program under 40 CFR 403. Not IOIi'A DEPARTMENT OF NATURAL RESOERCES IN PDES GENERAL PERMIT NO. 2 STORM WATER DiSCHARGE ASSOCIATFD WITH INDUS TRIAL ACTIVITY FOR CONS FRUCTION ACTIVITIES FFFECTivE DATE - OCTOBER 1, 2012 TO OCTo ITER 1, 2017 included are farm lands, d estic gardens or lands used for shtdge manager nt where sludge is beneficially reused and whiare not physically - located in he confines of the fa ility, or areas that are in compliance with 40 CFR 503; (x) Construction activity i eluding clearing, grading and excavation activities e cepa operations that result in the disturbance of less an one acre of total land area which are not part of a larger common plan of development or sale; (m) Facilities under Standard Industrial Classifications 20, 21, 22, 23, 2434, 25, 2 , 267, 27, 283, 285, 30, 31 (except 311), '323, 34 (exc t 3441), 35, 36, 37 (except 373), 38, 39, 4221-42('and which are not otherwise included w thin cat cries (it) -(x)); "Storm water discharge associated industrial activity far construction activities" m activities that fall under subparagraph (x) in definition of storm water discharge associated industrial activity. "Topsoil" tneans the fertile, uppermo part of the soil containing significant organ matter largely devoid of debris and rocks ioften disturbed in cultivation. "Uncontaminated group water" means water that is potable for human meets the nanativc water quality standards in su I e 567-61.3(2) of the Iowa Administrative Cod contains no more than half the listed concent tion of any pollutants in subrule 567-61.3(3) o the IAC, has a pH of 6.5-9.0 and is located in so' or rock strata. 16 rw a r C a L-7 r— M 0 DOCUMENT 01737-E STORNIWATER POLLUTION PREVENTION PLAN OWNER CERTIFICATION 1 NAME OF PROJECT: MOSS RIDGE ROAD ROJECT HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID EEK PRESERVE Cerfitication Statement I certify under pcn'Mty of law that this document and all attac/ity ere prepared under my direction or supervision in accor,ance with a system designed to assure thed personnel properly gathered and evaluated the informattin submitted. Based on my inquiry ofn or persons who manage the system, or those persons erectly responsible for gathering thetion. the information submitted is, to the best of my knowledge Qtd belief. true, accurate, and comaware that there are significant penalties for submitting fats information, including the possfine and imprisonment for knowing violations. ADDRESS/DESCRIPTION OF THE SITE NAME COMPANY NAME COMPANY ADDRESS SIGNATURE c• / i . I 0- J CD i L C)Bit r o 112327-1 01737-E-1 NO. DATE SECTION 02050 ONS, REMOVALS AND ABANDONMENTS P T I GEN , L I ��.. � g- 14�I S/111iR1: \ "-� It.- a 12grnish labor, -materials, tools and equipment to �emove existing paved surfaces as =" ° indicated and specified. 7 cs: �urnish labor, matt rials, tools and equipment remove existing stonn sewer pipes, sanitary sewer pipes,intakes, and drainage strut es as indicated and specified. 1.02 REFERENCES: A. MOT Standard Specifications. 1.03 QIALITYASS URANCE: A. Disposal sites shall comply wifk/allallicable Iowa Department ofNatural Resources and United States Environmental ProAgency re�ilations. B. Comply with all state and localces pertaining to hauling and disposal of rubbish, broken concrete, asphalt, stone,castings, and other waste or debris resulting from work on the project. PART2—PRODUCTS 2.01 MATERIALS: A. Granular backfill mater 1 shall consist of Class A Crushed Stone, ]DOT Standard Specification Section 4 0.04 and Section 4109, Gradation -No. 1 1. B. Explosives shall not used for demolition. PART 3 — EXECUTION t s 3.01 TECHNIQUES: A. Except as a nded in this document, the work in this section will conform with the following di isions and sections of the IDOT Standard Specifications: Division 1�4. Strictures. gection 2401. Removal of Existing Structures. Divi gaon 25. Miscellaneous Construction. Section 2510. Removal of Pavement. Section 2511. Removal and Construction of Sidewalks and Recreation Trails. 3.02 INSPECTION: �I" 112327-1 02050-1 A. Limits of demolition shall be per 3.04 of this section. The Engineer reserves the right to revise demolition limits if required by the nature of construction. 3.03 PROCEDURES: A. Utilities 3.04 U_ C. 1. Notify all corporations, companies, individuals and state or local a iorities owning pipelines, water lines, gas mains, buried and overhead elecit' facilities, elephone, cable television, fiber optic, and other public or private ities shown o the drawings or otherwise known or discovered to be in the pro' t area. 2. Wh active utilities are encountered, promptly take necessa neasures to support and p tett said utilities and maintain them in service. 3. If active tilities are damaged or interrupted as a result f work on the project, take appropria measures to restore service immediately estoration of utility services under these ircumstances shall be /for act s expense. 4. Active utilities hown on the drawilocated, or which require relocation due to unforese circumstances os, shall be relocated in accordance with instructions m the Enginee, the respective utility owners shall be responsible to pe orm relocatiotheir facilities. The Contractor shall cooperate with these forts in evele way and shall not be entitled to additional comnen sat Site Protection Measures 1. Refer to Traffic Control 2. Barricade and fent open excava non -working hors and when not warning dcvicgKa4jacent to excav resulting from such relocations. O � D� C details. n� ,.<r— ons or depressions result' r� on cork �g vorking in immediate arca�Preuj re de suitable y ati and work areas. cry r 3. Warning vices shall be kept operatio 1 during all non -working and non-active /Disposals ial or debris shall be buried within the roject work area. No material or all be burned within the ro'ect worarea. All unsuitable material from demolitions and removals shall be auled to and disposed of at a or- furnished site approved by the Engin r or to the landfill. The Contractor shall pay the current nppmg fee at the land 1 1. AND RE41OV4LS. A. Pavement and Sidewalk Removals 1. Removal shall be to the limits noted on the plans or as directed b the Enginecr. 2. Pavement removal shall include brick, P.C. Concrete, and C. Concrete pavements, driveways, alleys, parking lots, and sidewalks. Removal o hip seal or aggregate surfaces is not considered pavement removal. 111234-0 02050-2 3. Sawcuts shall be approved by the En eer. 4. Removal operations shall conform t construction phasing noted on the plans or as directed by the Engineer. R. NSewer Abandonment and Removal l . Removal shall be at the locatio s and to the limits noted on the plans or as directed by the Engineer. 2. Nckfill under and within feet of paved surfaces shall be Class A crushed stone cot patted to 9_5% Stam rd Proctor Density. The top 12 inches directly below pave surfaces shall be lass A crushed stone compacted to 98% Standard Proctor Densi .Other excava ons shall be backfilled with suitable excavated material, cot )ac -d to 90% St dard Proctor Density. 3. Sewers to \e aban ned, but not removed, shall be filled with an approved non - shrink tlowa le in tar and bulklheaded at each end with concrete. 4. Select castings all be delivered to the pollution control plant at 1000 S. Clinton Street or as dire d by the Engineer. 111234-0 02050-3 21 111234-0 02050-3 SECTION 02370 EROSION AND SEDIMENTATION CONTROL PART � GENERAL 1.1 DESCRIPTION 1.2 Work Included: I . This section encompasses the work pollution control measures which sl �\ work shall consist of ftunishing, uv \ temporary control measures as nee( polluted stonnwater from the const Representative. The control of st erosion/sedimentation control de ,cssary to install temporary stonnwater be required of the Contractor. This ling, maintaining. and removing to prevent the discharge of silty or [ion site, or as ordered by the Owner's nater pollution through the use of shall be in accordance with these S SSNding, Fettilizing; and Mule ing. w .._t >= L-1tStonowaterD tenti o n Basins >_ 1. Conflic with federal, state - local laws, rules or regulations. ca= a. the event of cot ict between these requirements and pollution c cot not laws, rate , or regulations of federal, state or local agencies, the t ore restrict 'e laws, rules or regulations shall apply. C. Method oflvleasurement 1. Refer to Section of Payment SUBMITTALS A. Submit manufacturer's eat log\taandnstallation instructions for all applicable erosion/sedimentation co trol pB. Cer ifica ion and Sampng: ThRepresentative reserves the right to sample and test any material o fered foeptance will be based on the certification and the results of any testy the Ownsentative may perform. PART PRODUCTS 2.1 MATERIALS A. Stabilization C ntrols 1. Shall he in accordance with Section 416\preluded lowa DOT Standard Spe#ications and the Iowa Constrictiorosion Control Manual. Di u'bed areas of the construction site not be redisturbed for 21 days or�ore must initiate temporary and perstabilization measures by the day after the last disturbance, excepluded by snow cover. In the vent of snow cover, stabilization measbe initiated as soon as practical thereafter. The following stabc urols will be used on the site.aTemporary Seeding.1) Perennial ryegrass, 40 cre (I 1 ,per 1,000 sq ft). 2) Oats, 48 Ibs per acre (1.2 lbs per 1,000 per ft). Plant March 1 to May 20. 112327-1 02370-1 SECTION 02370 EROSION AND SEDIMENTATION CONTROL 3) Sudan grass, 35 lbs per acre (0.8 lbs per 1,000 sq ft). Plant May 21 to August 14. 4) Winter rye, 64 lbs per acre (1.6 lbs per 1 0 sq ft). Plant August 15 to September 30. b. Mulching 1) Shall be material free from noxious eds consisting of hay, grain straw, wood chips or bark, wo d cellulose fiber, wood excelsior, and gravel or crushed to k. 2) Application rates: Shall be in ac rdance with Section 2.3 of the Iowa Construction Site Ero on Control Manual. a) Dry straw: Apply 1- 2 to 2 tons per acre; 70 pounds per 1,000 sq ft. Sur mulching can be applied either by machine or h• The straw needs to be anchored to the soil. One ethod of anchorage is pressing the straw into the oil with a mulching tiller. Mulching applied at tl correct rate will allow approximately 50% of th soil to be visible. b) Hay: A ly 2 tons per acre; 90 lbs per 1000 square feet. T e remainder of application is the same as c) W d chips or bark: Apply 10 to 12 tons per acre. plication by machine or hand. d) ood cellulose fiber: Must be applied with a hydroseeder. Requires 1,000 to 1,200 lbs per acre. ulching must be applied after the seed and fertilizer h ve been incorporated into the soil. W d excelsior: Apply at a rate of 2 tons per acre. Thi, naterial lasts longer than straw and is free of weed It can be applied by machine or hand. Like straw i hould be incorporated into the soil. C. Compost: Shall be in acco ance with the Urban Standard Specifications for Public I rovements Manual (SUDAS) -Division 9, Site Work and Landscapin Section 9040. 1) Minimum organic ma er shall be 30% (dry weight basis) as determined by loss of i ition. 2) Moisture content shall be ss than 60% and the proggct shall be loose and friable, not du ty. Cj i- 3) ph: 6.0 to 8.0 Ay c -)-G 0 4) Physical contaminants shall be ] ss than1 °/ w ht basis). Q ��+7 d. Permanent Seeding cn 1) The seed shall be purchased from an tablished seed dealer or certified seed grower, shall meet the re irements of the Iowa 112327-1 02370-2 SECTION 02370 EROSION AND SEDIMENTATION -a F—ri CV Department of Agriculture regulations, and sl%all be labeled accordingly. 2) Seed Mixtures and Seedinig Dates: a) Type 1 (PermaneptLawn Mixture): Seeding Dates: Marc6t I—llrfgr 31, 4ugust 10— September 30 Common Name Application Rate lb/acre Kentuck Blue rass Cultivar 65 Kentuck Bluegrass Cultivar 65 Kentuck Bluegrass Cultivar 65 Creeping Red Fescue 2 e -Leafed Perennial R Sgrass 20 inc-Leafed Perennial R e ras s` 20 nual Rvegrass 40 1 Chw, three different cultivars- of 'entucky Bluegrass, at tis poundslacrc Cath. Ghoosa 'o different cultivars n Fino-Laafed Perennial Ryegrass, ai 2D poundslacca each. b) Ty (PermanentCool-Season Mixture for Slopes an Ditches): Seedin " ates: . s7arch l — Mary 31, Au,gusr 10 — 5'e terraber w Common Name Application Rate lb/acre Fawn Fescue 65 Rve rass erennia 45 Birdsfoot Trefoil m ire 5 Annual R e rass 40 2. All temporary needed to acct B. Structural Controls 1. Practices used areas, to store degree attar a. Cor p ii nation e\SC ols shall be removed and disposed of as date fnarestoration. the constructio\s'te to divert flows away from disturbed vs, or to limit tcharge of pollutants from the site to the ost Filter Tube: Shall be n accordance with the Urban Standard ications for Public Improv ments Manual (SUDAS), Division 9 Work and Landscaping, Sec ion 9040 and meet all of the ements of paragraph 2.IAlc fthis Section. 7) Flow rates: AASHTO NI 29( 2) Strength: The sneng h of the na prevent tearing, ripping, or othr throughout the intended period 4 3) Biodegradability: The tube shall that are biodegradable. Products approximately six months. tetial shall be sufficient to significant damage made of natural materials dl begin to break down in b. Erosion Control Blanket (Turf Reinforcement Mat) 112327-1 02370-3 SECTION 02370 EROSION AND SEDIMENTATION CONTROL 1) Erosion control blanket shall be North American Green Double Net, model SC150BN or approved equ 1. C. Stabilized Construction Entrance 1) Maintain existing pavement or provide 6" the k layer of 3" clean stone for a minimum of 50' inside ent ance. 2) Geotextile filter fabric must be installed b ow stone. d. Ditch Checks 1) Silt fence ditch checks shall becons eted in accordance with silt fence specifications. 2) Shall be Georidge by Nilex, or a roved equal. e. Silt Fence 1) This specification provide riteria for self-supporting geotextile silt fence, also eferred to as fabric or engineering fabric. 2) The geotextile shall free of any treatment or coating which might adversely at r its physical properties after installation. Unless otherwis specified, geotextile shall be furnished in 6 -inch (900 ) width rolls. 3) otextile r s shall be famished with suitable wrapping for pr ection gainst moisture and extended ultraviolet exposure prio to acement. Each roll shall be labeled or tagged to provi product identification sufficient for inventory and qua ' ontrol purposes. 4) P is: S el posts must be used. Posts shall have a minimum ngth of -inches (I524mm) and be of sufficient strength to resist dama during installation and to support applied loads. 5) Prefabricate ence: Prefabricated fence systems may be used provided they eet all of the above material requirements. Geotextiles will ave the following physical properties: a) All filter brie shall comply with the Specifications set forth b the Iowa Department of Transportation. b) Grab strengt shall be 100 pounds (445 N) minimum in accordance •ith ASTM D4632. C) Grab elongatio shall be 50 percent maximum for self supported fence t accordance with ASTM632. d) Filter efficiency sh Il be 50 percenEoaximm�rt in accordance with A M D5141.� e) Ultraviolet degradati at 500 hourg'shsill a`X be le s than 70 percent strengt retained i0crch :c wii17— ASTM D4355. -4� v £ Intake Protection Bag :7—Z,;Y7. ca I) Shall be Dandy Bag by Dandy Produ s or (trove&qual. Ua g. Curb Inlet Filter 1) Curb inlet filter shall be Silt -Saver, model-300F1F or approved equal. 112327-1 02370-4 2. \ PART 3 EXECUTION SECTION 02370 EROSION AND SEDIMENTATION CONTROL h. Filter Sack 1) Filter sack shall be Flexstorm Inlet Fjlter by [islet and Pipe Protection, Inc. (IPP) with standard %oven bag. 2) All structural controls- shall be rernov d by tk p Contractor once final stabilization is complete. All temporary structural controls shall be removed to accommodate final site restoration. 3.1 GENERAL EROSION\AND SEDIMENTATION 3.2 A. General 1. Qualified p sonnel (provided by the of the consn Lion site that have not everyseveri ca ndar days. 2. Contractor shall imit the surface are. provide immediat permanent or tet prevent contaminat It of adjacent or other areas of wat - in p Chi S- v B` <r Limitation of Area Disturbed C7 1. The surface area o/ity ble earth naterial exposed at one time by clearing and grabbing, by excaby fill, or y borrow shall be minimized at all times without written apof the Own is Representative. 2. The maximum quf exposed ar may be increased or decreased based on weather condifonstruction pro edw'es or site conditions by Owner's Representative. Ra 3. Contractor shall mcorp r - fcamres into [he project. :�4. Minimum erosion and sc ;-��, It is the Contractor's resp Additional controls disposed of as needed IREMENTS tor) shall inspect disturbed areas "final stabilization" at least once erodible earth. The Contractor shall uy pollution control measures to is of other watercourses, lakes, ponds, e all knianent erosion and sedimentation control the e rliest practicable time. Inc ration control devices are shown on the plans. I. ility to control crosion and sediment on the site. lie as required to satisfy this requirement. C. Rivers, Streams and I poundments L Construction operations in rivers, streams, an impoundments shall be restricted to hose areas which must be entered r the constmction of temporary r permanent structures. 2. Frequent, ording of live streams with construction quipment shall be D. Borrow and Iyaste Areas 1. All n -site borrow and waste areas, shall meet the regain vents of the crosion an sedimentation controls as identified in the SWPPP. C ttractor shall oxide all erosion/sedimentation controls as necessary to co ain material on TEMPORARY SEEDING A. Construction Requirements 112327-1 02370-5 shall disposed of as needed IREMENTS tor) shall inspect disturbed areas "final stabilization" at least once erodible earth. The Contractor shall uy pollution control measures to is of other watercourses, lakes, ponds, e all knianent erosion and sedimentation control the e rliest practicable time. Inc ration control devices are shown on the plans. I. ility to control crosion and sediment on the site. lie as required to satisfy this requirement. C. Rivers, Streams and I poundments L Construction operations in rivers, streams, an impoundments shall be restricted to hose areas which must be entered r the constmction of temporary r permanent structures. 2. Frequent, ording of live streams with construction quipment shall be D. Borrow and Iyaste Areas 1. All n -site borrow and waste areas, shall meet the regain vents of the crosion an sedimentation controls as identified in the SWPPP. C ttractor shall oxide all erosion/sedimentation controls as necessary to co ain material on TEMPORARY SEEDING A. Construction Requirements 112327-1 02370-5 3.3 3.4 3.5 SECTION 02370 EROSION AND SEDIMENTATION CONTROL 1. Seeding will be a continuous operation on all cut and fill slopes, and borrow pits during the construction process. All disturbed areas hall be seeded within fourteen (14) working days after last construction activi 2. Prepare a seedbed to a depth of 6 inches. Apply 6 inche. of topsoil. 3. Roll the area to be seeded with an approved cultipacker. \7.Tillt seed with an approved seeder. e seeded area. If the seeded area is relatively 11 t, the seeding operation leted. ng will be beneficial if the area seeded is ste per than a 3:1 slope or outh or southwest. The rate of application � 1-1/2 tons per acre or 70 1,000 sq ft. mulched area with a mulching tiller. B. Maintenance 1. The Con\damaged.. ll be required to water days aftespread. The seedbeds equivale-in (3tnm) of water p _ 2. The Conall be required to m w and 4 incoht. 3. The Conit be required to cplac becomes. MULCHING A. Construction Requirements I . Mulching willbe a < pits during the const within fourteen (14) distribute the mulch 2. Work the muh lcint into the soil by m to minimize Zarallc act sect mp 3. Crimulch ay lawn areas that are seeded within 7 ll be watered daily to provide the day. and maintain vegetation between 2 all seeding that is defective or ral o s operation on all cut and fill, slopes and borrow uc on p cess. All disturbed areas shall be mulched v rking d s after last construction activity. Uniformly ,er the req 'red areas at the rate specified in 2.1.A.I.b. the soil v\, ith mulch tucker designed to anchor the mulch 3 of dull blades r disks. Operate equipment in a manner nent of the soil nd disturbance of the design cross - and PERMANENT SEEDINGAND FERTILIZING the slope. A. Comply with reg(uirements of Iowa DOT Specification, Section 2601. Measurement coons do not apply. and Payme7,reas B. All seeded shall bewatered in accordance with Iowa OT Specifications, Section 2 , Paragraph Q. c7 COMPOST Fl ER TUBE z C7 C— i A. A. Con itions Where Applicable: _ -- 1. Slopes less than 10 0 grade. -t o 2% Around intake structures. ;f rn m B. Construction Requirements: ca: 112327-1 02370-6 9P 3.6 3.7 3.8 C. 4. 5. 6. SECTION 02370 EROSION AND SEDIMENTATION CONI'RO Pneumatically fill mesh filter tube of size and 1 n-th as indicated on the plans. Excess tube material shall be tied off and stak d at both ends. Maximum compost tube spacing: � Vo not use in areas of concentrated it ended to control and filter sheet)j Co tpost filter tubes should be pl�- In o er to prevent water flowing ai , the en upslol e to place at a hih 'vaintenance 1. The Contra or shall inspect (Ft) Slope 12" or Greater 0-2`6 JTLibDiameter 125' 2-59'0 as determined by the 75' 5-109% �0' Vo not use in areas of concentrated it ended to control and filter sheet)j Co tpost filter tubes should be pl�- In o er to prevent water flowing ai , the en upslol e to place at a hih 'vaintenance 1. The Contra or shall inspect Compost filter tubes are only i using "smiles" and j -hooks. and the ends of compost filter tubes, point elevation. compost filter tubes immediately after each shall be immediately corrected by the d/when the control has lost 33% of its capacity. �{rll remain in place until the site has been stabilized zr's Representative. Upon removal, the Contractor of any excess silt accu nulations, grade and dress the c Owner's Representative and establish vegetation a ce with the contract requirements. filiXr tubes shown on the plans may be increased or decreased at the dire ion of t Ownc s Representative based on weather, construction proced res, and ac' 1 site conditions that occur during constriction of the roject. Total q amity adjustments less than 10 percent of the plan quantity shall be made at no dditional cost to the Owner. 5. Compost filter tubes may spread ou 'n place as a soil enhancement. EROSION CONTROL BLANKET (TURF MAT) A. Installation of erosion ontrol blanket shall be in actor ante with the manufacturer's specifications and del ils. STABILIZED CONSTRU ' ION ENTRANCE ti A. Maintenance x, 1. The cor ition of the aggregate needs to be monitored dAl}y to prevent tracking or floc 4 of mud onto the surrounding roads. drives. and pat''king lots. 2. Acc2ulation of mud must be removed and more asgregateladded as needed. DITCH A. Conditions Where Applicable 112327-1 02370-7 rainfall event.Any de] Contractor. — 2- Sediment shall be cm( The compost filter br as determined by the shall remove and dispc area to the satisfaction < on all bare areas in ace esBE 4. CD The quantities of com Compost filter tubes are only i using "smiles" and j -hooks. and the ends of compost filter tubes, point elevation. compost filter tubes immediately after each shall be immediately corrected by the d/when the control has lost 33% of its capacity. �{rll remain in place until the site has been stabilized zr's Representative. Upon removal, the Contractor of any excess silt accu nulations, grade and dress the c Owner's Representative and establish vegetation a ce with the contract requirements. filiXr tubes shown on the plans may be increased or decreased at the dire ion of t Ownc s Representative based on weather, construction proced res, and ac' 1 site conditions that occur during constriction of the roject. Total q amity adjustments less than 10 percent of the plan quantity shall be made at no dditional cost to the Owner. 5. Compost filter tubes may spread ou 'n place as a soil enhancement. EROSION CONTROL BLANKET (TURF MAT) A. Installation of erosion ontrol blanket shall be in actor ante with the manufacturer's specifications and del ils. STABILIZED CONSTRU ' ION ENTRANCE ti A. Maintenance x, 1. The cor ition of the aggregate needs to be monitored dAl}y to prevent tracking or floc 4 of mud onto the surrounding roads. drives. and pat''king lots. 2. Acc2ulation of mud must be removed and more asgregateladded as needed. DITCH A. Conditions Where Applicable 112327-1 02370-7 3.9 M C. SECTION 02370 EROSION AND SEDIMENTATION CONTROL The silt fence fabric may be eliminated for grades of 2 percen or less. A silt fence ditch check can be used on all ditches. Georidge ditch check spacing shall be computed as follows: Ditch Grade (%) Approximate Spacing (Ft) Construction Requirements 1. Silt fence ditch checK shall be constructed of wire supported or self -supported material. a. Stake sp eing s 11 be 5 foot maximum (1.5m). b. Silt fe e shall b installed as described herein. 2. Installation f Georidge ditc checks shall be in accordance with the manufac ei s specifications. 3. Erosion ontrol blanket shall bestalled prior to the installation of ditch 1. Iytch checks shall be checked for sediNent accumulation after each significant 2. Sediment shall be removed 2 times per in th or when it reaches one-half of the original height. 3. Additional removal of accumulated sediment requested by the Owner's Representative will be paid per cubic yard (cubs meter). Sediment removal will include disposal in a locate in where it will not erode into construction areas or water courses. 5. Regular inspections shall be made to insure that the c lower than the edges. Erosion around the edges of the immediately. T FENCE A. Conditions Where Applicable 1. Along the toe of fills over 10 feet (3m) in height. 2. Along the right-of-way line. 112327-1 02370-8 0 cheek is I LM corrMni ZZ w 1 75 1.5 55 2 35 3 25 4 19 5 1 6 2 A1010 9 8 7 Construction Requirements 1. Silt fence ditch checK shall be constructed of wire supported or self -supported material. a. Stake sp eing s 11 be 5 foot maximum (1.5m). b. Silt fe e shall b installed as described herein. 2. Installation f Georidge ditc checks shall be in accordance with the manufac ei s specifications. 3. Erosion ontrol blanket shall bestalled prior to the installation of ditch 1. Iytch checks shall be checked for sediNent accumulation after each significant 2. Sediment shall be removed 2 times per in th or when it reaches one-half of the original height. 3. Additional removal of accumulated sediment requested by the Owner's Representative will be paid per cubic yard (cubs meter). Sediment removal will include disposal in a locate in where it will not erode into construction areas or water courses. 5. Regular inspections shall be made to insure that the c lower than the edges. Erosion around the edges of the immediately. T FENCE A. Conditions Where Applicable 1. Along the toe of fills over 10 feet (3m) in height. 2. Along the right-of-way line. 112327-1 02370-8 0 cheek is I LM corrMni ZZ w M SECTION 02370 EROSION AND SEDIMENTATION CONTROL 3.Parallel to streams. 4. Around intake structures. i I Construction Requirements 1. Silt fence spacing on slopes: 2. Th\Contractor shall ins loca\sbafis itsdirected by placsite cleari stresydraulic a fenc� buried compacted ov r the le m nt Interval (Ft) 3. 40 ry 0 5060100150 t...... =)5 L Cm LU n W* 2. Th\Contractor shall ins loca\sbafis itsdirected by placsite cleari stresydraulic a fenc� buried compacted ov r the le together. Post spacing steal installations. For ground line. For ground line. Wh approved by the i1 a silt fence as shown on the Drawings, and at other t g( Owner's Representative. Silt fence shall be in g and grading. Fence construction shall handle the d sediment loading. Geotcxtile at the bottom of the a trench. The trench shall be backfilled and the soil textile. Overlapping geotextile shall be spliced exceed 8 feet (2.4m) for self supported fence hine installation, posts shall be embedded 28" below It installation, posts shall be embedded 40" below the is encountered posts shall be installed in a manner epresentative. Closer spacing, greater embedment depth and/or v der posts s all be used as necessary in low areas and soft or swampy grout to ensure a quate resistance to applied loads. Lower edge fabric shall be pried in a minimum 12" (305ntm) deep trench. The geotexti e fabric shall be to across the bottom of the 4" wide trench. The gcotex le shall be securely tened to fence posts on the upside of the slope. C. Maintenance I . The Co tractor shall inspect the silt fent after each rainfall event. Any deficit cies shall be itrunediately corrccte by the Contractor. 2. Sedi ent shall be removed when the contr has lost 50% of its capacity. 3. Silt f nee shall remain in place until the site s been stabilized as determined by tle Owner's Representative. L pon removal, the Contractor shall remove air dispose of any excess silt accumulations, gra e and dress the area to the satisfaction of the Owner's Representative and est lish vegetation on all bare areas in accordance with the contract requirements. 4. �flie quantities of silt fence shown on the plans may b increased or decreased / at the direction of the Owner's Representative based on'\eather, construction rprocedures, and actual site conditions that occur during c nstruction of the project. Total quantity adjustments less than 10 percent of the plan quantity shall be made at no additional cost to the Owner. 112327-1 02370-9 3. ry 0 t...... .r L Cm LU n W* Q 3F� LL 4. 5. 06. 0 cam.+ together. Post spacing steal installations. For ground line. For ground line. Wh approved by the i1 a silt fence as shown on the Drawings, and at other t g( Owner's Representative. Silt fence shall be in g and grading. Fence construction shall handle the d sediment loading. Geotcxtile at the bottom of the a trench. The trench shall be backfilled and the soil textile. Overlapping geotextile shall be spliced exceed 8 feet (2.4m) for self supported fence hine installation, posts shall be embedded 28" below It installation, posts shall be embedded 40" below the is encountered posts shall be installed in a manner epresentative. Closer spacing, greater embedment depth and/or v der posts s all be used as necessary in low areas and soft or swampy grout to ensure a quate resistance to applied loads. Lower edge fabric shall be pried in a minimum 12" (305ntm) deep trench. The geotexti e fabric shall be to across the bottom of the 4" wide trench. The gcotex le shall be securely tened to fence posts on the upside of the slope. C. Maintenance I . The Co tractor shall inspect the silt fent after each rainfall event. Any deficit cies shall be itrunediately corrccte by the Contractor. 2. Sedi ent shall be removed when the contr has lost 50% of its capacity. 3. Silt f nee shall remain in place until the site s been stabilized as determined by tle Owner's Representative. L pon removal, the Contractor shall remove air dispose of any excess silt accumulations, gra e and dress the area to the satisfaction of the Owner's Representative and est lish vegetation on all bare areas in accordance with the contract requirements. 4. �flie quantities of silt fence shown on the plans may b increased or decreased / at the direction of the Owner's Representative based on'\eather, construction rprocedures, and actual site conditions that occur during c nstruction of the project. Total quantity adjustments less than 10 percent of the plan quantity shall be made at no additional cost to the Owner. 112327-1 02370-9 SECTION 02370 EROSION AND SEDIMENTATION CONTROL 3.10 INTAKE PROTECTION BAG 3.11 3.12 A. Conditions where applicable: for use with flat grates (including round) and curbs. B. Construction Requirements: . Contractor shall install an intake protection bag /shownonrawings and at other locations as directed by the Owner's Rep2. Remove grate from frame and slide into intakep3. Tuck the enclosure flap inside to completely enc4. pile holding the lifting devices, place the grate C. CURB INLET FILTER A. Conditions where I: C. shall remove all accumulated / d nii bag as required. ippli able: for useith. curb intakes, Y,. Construction Requiremen' 1. Contractor shall i other locations as 2. Identify opening required. 3. Completely fill/ 4. Secure the op ivc 5. For larger o et n and debris from the intake rb inlet filter as shown on the Drawings and at iy the Owner's Representative. s to determine how many curb inlet filters are .)ck cha bcrs at each end of the curb inlet filter, of the r6Xk chambers with tie wires. simply placX curb inlet filters end to end. Maintenance i 1. Contr shall remove all accumula. inl�osiltioccn r as required. 2. AS(C urb inlet filters for cuts, abras as necessary. 3. ontinue use of curb inlet filter if it FILTER sediment and debris from the curb and proper installation. Replace or e a traffic hazard. A. /tallation of filter sack shall be in accordance with the nd details. END OF SECTION 112327-1 02370-10 l.. specifications N b d r �i CR Cai Accepted [� `Qistributiont nufacturers for Water aerials Per Specifications - 02660 C% , a Lu a J� R O ®•F 1.. GJ 6n - 1 O N nufacturers for Water aerials Per Specifications - 02660 Y Department of Public Works Iowa Citv Water Division (Revised 2/1/2013) Accepted Products for Water Distribution Materials American, C Class 52 for Class 53 for pipe C900 thickness class [icy ti1101/HVV VVH—HG1.J 1/1.1J1 n, McWane, and US Pipe piping unless otherwise indicated or from structures and bolted or restrain IaaJ 1JV 1 — L (6" thru 10") 1111 \VV• LUl.11ll. 11 V11 4allLLalLL Al\VlIA �� ♦♦ —AL 1.1Vf1i11V 3" to 24"-350 psi (Ductile Ir n Compact) AW WA .153, 350 psi Clow, Tyler/Union, U.S. Pipe, r Sigma TAPPING SLEEVES: Full Bo Ductile Ir With Stainless Steel and/or NSS Cor -Blue Nuts and Bolts fA 12" and Amer or under pavernent Mueller - H615, Kennedy, Tyler/Un n, Am rican Flow Control - Series 2800, or U.S. Pipe - T-9 Smith Blair - 662 or 663, Ford FAST, Smith Blair -665 or Cascade CST -F, areas / Nuts and Bolts) Ebaa Iron Sales Inc. — 1100 Smith -Blair -261, 304, Romac SST, JCM-432 nitrile gaskets to be used in L.U.S.T. es for ductile iron for PVC Romac S S 1 VALVES: esili nt Seated Gate Valves ANSI/AWW — C509 Clow F-2641% K nedy 8571 SS, Mueller Resilient Seat - A 360-20, or U.S. Pipe US 0-23 without accessories or USPO ?0 -with a ecssories VALVES: uttertl ANSI/AWWA 0504 Class 150B Clow, Pr t, Mueller, Kennedy, M & H, DeZurik or Val -Matic N Ci G ur Accepted Products for Water Distribution (Revised ff/1/2013) Clow — F-264 VALVE BO: Tyler — (Serie East Jordan S HYDRANT' Clow F-2545 Mueller— T-2360-16; Kennedy page 2 SS. U.S. Pipe — A-USPO-16 5 & Item 666A, Range 51" P 71") 8555 & Item 666A — Range/5 I " to 71" Mueller Super CerAurion 250 Standard solid black sleeV— Tyler/Uni5-1442, Griffin Bolted Straight Coupling ith stainless reel bolts and nuts — Smith -Blair 441 or Romac Style 501 U.S. Filter, WaterPro or Utility cast-iron lid—minimum 18" loi Twister DB Plus Wire - Valvco —95E —2'/z" ID with lockable POLYWRAP: 8 mil polyethylene encase me t \ WIRE: j For Direct Bury: / #12 AWG single solid pper conductor, 30 mil J For Directional Bury #12 AWG copper-cla stainless steel core, 45 mil J Kris Tech, Copperh d or approved Equat GROUND ROD: 3/8" diameter, 60 steel rod uniformly coated with copper c� -GROUND4 CLAMP: "T�iglipeitdl�;'aotTosion-resistant copper alloy ooc2p}�d''1y?[f. Iowa Model Y34 and YI =r r7CD s CD cs N insulation, blue in color o insulation. blue in color bonded electrolytic (Revised 21112013) Page 3 Accepted Products for Water Service Parts AY McDonald 845 Ford 202BS \` Smith Blair 325 `Nth nitrile gasket to be used in L.U.S.T. areas Mueller B-25008, After January 4, 2014ue to new Federal Law— no lead ass alloys) Mueller B -25008N BALL CURB VALVES: SI/AWWA C800 Until January 4, 2014 Mueller B-25209, AY McDon Id 6100Q After January 4, 2014 (Due to n w Federal 1 w- lead brass alloys) Mueller B25209N, AY McDonal 76100Q A C800 — cotter pin AY McDonald 5601 and 5603 with 5 ()S/5' shut off rod ti 0 c> � jY S,J (n Uf fications - 02660 \CITY OF IOWA CITY SECTION 02660 W PARTI GENERAL 1.1 SUVEWARP: A. Furnish, install and test DISTRIBUTION distribution system as 1.2 REFERENCES. A. This specification references t e following currents. hr their latest edition, the referenced documents form a pa of this sp cification to the extent specified herein. In case of conflict, the requireme is of t s specification shall prevail. One copy of all references marked with a *** sh be kept on the site, readily available and accessible to the Contractor dining nual working hours. Copies may be obtained from the organizations or from the o a City Water Division at cost plus 15%. R City of Iowa City 1. Reference Manua .City Code of O dinances Chapter 3, 4, & 10, Iowa City Municipal De ' Standards, Ea Excavating, Backfill & Grading Speci/PSpecifications Section 02220, Acce ted Products for Water Distribution Mater — Section 2660, Water Distribution - Section 02660ervice Work for Contract rs Specifications - Section 02665, Iowater Division Policies & Procedures Manual, Backflow Ordinpter 5. C. American/National Standards Institute and Ameri,4 Water Works Combined 1. ANSI/AWWA-C104/A21.4: Cement -Mortar L i4g for Ductile -Iron Pipe and Fittings for Water ANSUAWWA-C105/A21.5-99: Polyethylene En\seent for Ductile -Iron Pipe Systems 3. ANSUAWWA-C110/A21.10: Ductile -Iron and n Fittings, 3 -inch through 48 -inch, for Water and Other Liquids 4. ANSUAWWA-C111/A21.11: Rubber -Gasket or Ductile -Iron Pressure Pipe and Fittings 5. ANSUAWWA-C150/A21.50: Thickness Design of Ductile- on Pipe WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14/11 Page 1 of 17 ti 0 Q �-- r c3a and "specified? 1.2 REFERENCES. A. This specification references t e following currents. hr their latest edition, the referenced documents form a pa of this sp cification to the extent specified herein. In case of conflict, the requireme is of t s specification shall prevail. One copy of all references marked with a *** sh be kept on the site, readily available and accessible to the Contractor dining nual working hours. Copies may be obtained from the organizations or from the o a City Water Division at cost plus 15%. R City of Iowa City 1. Reference Manua .City Code of O dinances Chapter 3, 4, & 10, Iowa City Municipal De ' Standards, Ea Excavating, Backfill & Grading Speci/PSpecifications Section 02220, Acce ted Products for Water Distribution Mater — Section 2660, Water Distribution - Section 02660ervice Work for Contract rs Specifications - Section 02665, Iowater Division Policies & Procedures Manual, Backflow Ordinpter 5. C. American/National Standards Institute and Ameri,4 Water Works Combined 1. ANSI/AWWA-C104/A21.4: Cement -Mortar L i4g for Ductile -Iron Pipe and Fittings for Water ANSUAWWA-C105/A21.5-99: Polyethylene En\seent for Ductile -Iron Pipe Systems 3. ANSUAWWA-C110/A21.10: Ductile -Iron and n Fittings, 3 -inch through 48 -inch, for Water and Other Liquids 4. ANSUAWWA-C111/A21.11: Rubber -Gasket or Ductile -Iron Pressure Pipe and Fittings 5. ANSUAWWA-C150/A21.50: Thickness Design of Ductile- on Pipe WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/14/11 Page 1 of 17 0 E 4 PRIEW; M 6r 6. ANSUAWWA-C151/A21.51: Ductile -Iron Pipe, Centrifugally Cast, for Water or Other Liquids ANSUAWWA-C153' A21.53: Ductile -Iron Compact F' ings, 3 -inch through 24 -inch, and 54 -inch through 64 -inch for Water Serville S. ANSL'AW WA C502: Dry -Barrel Fire Hydrants 9. XNSPAWWA C504: Rubber -Seated Butterfly V es 10. A 'WA C509: Resilient -Seated Gate Valves to ater Supply Service. 11. A FAWWA C510 Double Check Valve Ba -flow-Prevention Assembly N 12. ASNAWWA C511 Reduced -Pressure rincipal Backflow -Prevention 13. ANSU�tsv iTA C550: Protective Epoxy terior Coatings for Valves and 14. ANSUAWWA C600***: Installation f Ductile -Iron Water Mains and Their Appurtenanc s 15. ANSUAWWA C651** : Disinfec ng Water Mains 16. ANSUAWWA C900: Polyviny Chloride (PVC) Pressure Pipe, 4 -inch through 8 -inch fo Water Distri ution American Water Works 1. AWWA Manual M231 2. AWWA Manual M17 Fire Hydrants American Society for 1. ASTM D2241 A."nufacturers Stan Eah-- MSS -SP -58 >-2r> MSS -SP -6 P Iii -Bell PVC Pi e 'VC Pipe -Design and Installation Installation, Field Testing, and Maintenance of Hangers and Hangers and Association: 1. UNI -B-3-88 Recommended F Chloritie (PVC) Pressure Pipe with WWA Standard C-900. Materials Design and Manufacture Selection and Application for the Installation of Polyvinyl �I diameters 4-36 inch) complying 1YATFN DI STRMUTION- ci ry OF In W A C.I'rY - 03660 02114111 Page 2 of 17 1.3 SUBMITTALS. Submit to the Engineer the following drawings or details for approval prior to installation. One copy of each with the approval stamp shall be jcept at the work site at all times. j B. PIARs for initial operations and final operations: Spq6al prepared drawings and type list of sequences of steps are needed prior to any operation of water distribixion system. Submit 2 weeks prior to date o planned operation. C. Shop, W 1. 2. 3. 4. 5. 6. 7. Pipe lily' Bolts 1\ Joints Tapping Drawings or Construction Plan/showing: N with valves, fittings an ydrants shown Thrust block dd Special backfill D. Certificates: Sworn ce standard for all piping c� -r -cc- =� _ couplings, special piping materials. --q C-3 o gals and d ails a' cn �I fie e of shop tests showing compliance with appropriate 1.4 QUALITYASSURANCE: A. Engineer reserves the right to spect and test by independent service at manufacturer's plant or lsewhere at gineer's expense. B. Contractor shall con ct visual inspectio before installation. 1.5 TIME: A. All work which equires shutdown of activ water mains must be completed as quickly as pos le to minimize inconvenien to the consumers and risk to the community. B. Amount of vance notice required to the Iowa Cit Water Division when materials or services re supplied by the Division are listed be w. Serve notice to the Water Division 356-5160. 1. or tapping service, provide 24 hours notice. 2. For notice to customers of disruption of water s ice, provide 48 hours notice. This work will be completed with the assist nee of Water Division personnel. 3 For review, comments, and approval of plans of oper ion, provide 3 days notice. 4. For locations of underground facilities, provide 48 hours n ice. 02/14/11 WATER DISTRIBUTION- CITY OF IOWA CITY"- 02660 Page 3 of 17 PART PRODUCTS 2.1 All prAicts used for this work shall be from the list of/Accepted Accepted Products for Water Distributiob and Water Service Materials" contain in the Iowa City Water Division Reference Manual. 2.2 DUCTILL'4J \F1FL: A. Pipe shall & AWWA C151, Class 52.� B. Pipe is to hav\ce or binnninou enamel coating and a standard cement mortar lining in accoth AWWA C�04. C. Pipe suspendructures a d bolted or restrained joint pipe, unless otherwise indicated or shall be c ss 53. D, Pipe is to be complete tiitith all/necessary joint gaskets, lubricants, glands and bolts. 2.3 DUCTILE -IRON PIPE JOINTS \ A. Single rubber' -gasket pus -on joints or mechanical joints shall conform to ANSPAW WA C111/A21 Furnish with all necessary hardware and gaskets. B. Bell -and -spigot pipe joi s shal conform to ANSI A21.6 or ANSI A21.8. C. For boltcd/restrained mechanicsVjoint, use Griffin Bolt -Lok restrained joint or approved equal, (Clas 53). D. For unbolted/restraiAed mechanical j int, use Griftin Snap -Lok restrained joint or approved equal, (C ss 53). E. Do not use drilled& tapped retainer glan F. Plain end of py�sh-on pipe factory urachi ed to a true circle and chamfered to facilitate iitting,gasket. 2.4 POLYVINYL CALO DE PIPE: A. Pipe shall c nfornr to ANSPAWWA C900 a shall be thickness class DR 18 (Class 150)./All pipe shall have the same outside mensions as ductile -iron pipe. B; B., PVC pipe will be ex oleui LU , + E J >Q�t5dc/sa< a N 02M4111 materials shall not be used in any arca w ere there is likelihood the pipe posed to concentrations of pollutants com ised of low molecular weight products or organic solvents or vapors. shall not be installed under public roadways ad shall not be used around i or other small radius curves. es. NV'STYK DISTRBL710A-UI'fAFIOWA(I'[Y-92660 Page 4 of 17 2.5 FITTINGS: A.ll fittings shall conform to ANSUAWWA C110/A21.10, with pressure rating of ass 350 for 3" to 24". B. \-11 oint fittings shall be ductile iron compact ANSU "WWA C153/A21.53 or dndard ANSUAWWA C110/A21.10. Large Fitt gs, 12 -inch througlm 20- incductile iron standard ANSUAWWA C110/ 1.10. Swivel tees shall be ducstandard ANSUAWWA C110.A21.10 ere ductile iron is not ava., offsets), cast iron standard ANSU A C110/A21.10 shall be pro C. All fittings sh 1 be bituminous coated ins e and outside and shall be furnished complete with cessary accessories inc ding plain rubber gaskets, ductile iron glands, NSS Cor- lue bolts and nuts. V rift' the gasket seats are not made irregular by improper; ion of the lining aterials. 2.6 RESILIENT SEAT VALkF VAL BOXES: A. Gate valves shall cto A SI/ C509. 1. Valves shall be line size gate valves with epoxy coating inside and outside and conta' airless steel nuts and bolts. 2. Valve bodies s 1 be uctile iron or cast iron. Working pressure of the valve shall be at ]ea 200 psi. 3. Valve/8ha ave a stand d 2 -inch square operating nut and shall open left. 4. Valvebecapable f being repacked or replacing o -rings under pressu5. Valvebe non -rising st with the stem, nut and thrust collar made of B. Butterfly alves shall conform to ANS WWA C504, for buried service, Class 150B. 1. Valve seat to be installed on disk or v ve body. 2. Butterly valves shall not be utilized ' sizes smaller than 16", unless so noted on the plans. Working pressure of the valve shall beat ast 150 psi. 4. Valves shall be short body pattern with mec apical joint ends. 5. Shaft seals shall be o -ring type. 6. Valve shall have manual operator with a " square operating,.put for operation of the valve and shall open left. q 7. All interior and exterior cast iron, ductile iron r steel �ce�hall painted with an epoxy coating and contain stainless feel bowqhd tints. _cn WA "IFR DISTRIBUTION- CITY O IOWA CITY - 02660 02/14/11 Page 5 of 17 2.7 C. Tapping Valves shall be as specified for resilient -seated gate valves with the exception that one end shall be mechanical joint and the o ler end shall be flanged to match the tapping sleeve and shall have oversize seat rigs to permit entry of the tapping machine cutters. 1\ Tapping valves be 175 psi minimum wo „_2_.,- Valves shall be epoxy coated inside and CL- 1sj �lts. CD V ves shall be furnished with all joint y Boxes hI t'v HYDRANTS: Specification standard: Type of shutoff: be 2 -piece or 3 -piece with stainless steel nuts and range 51" to 71". Use lids marked ANSUAWWA Standard C502 Type of construction: Bre k flame or break bolt above the ground line and a bred awall y] stem connection. All bolts to be stainless steel. Main valve opening: 4?/ Tel s for 12" water main and under 5'/3 inches for 16" water 7a T and above Nozzle arrangement 3 no zle. To 2//2 -inch hose nozzles and one 4% -inch and size pw er nozzl with caps attached with chains Nozzle thread: N�ional Standa Hose Threads Type of inlet connection: Mechanical Joint Size of inlet connection: 6 inch i Depth of bury: Depth of bury shall be6 et Direction of opening: Open to tight (clockwise) Packing: Conventional or O -Ring \ Size and shape of I 1', inch, standard pentagon \ operating nut: Working pressure: / 250 psi Color: I Safety Red WATER DISTRIBUTION- CITY OF IOWA CIIY - 02660 02/14/11 Page 6 of 17 28 2.9 02/14/11 SPECIAL FITTINGS. A. Special pipe fittings must be approved by the Engineer. B.( Special fittings must be the same diameter, thickness and pressure class as standard \ fittings. i C. \ Special fittings may be manufactured to meet requirements of same siecifications as tandard fittings except for laying length and types of end cormectigh D. FukBody Tapping Sleeves: 1. hall be mechanical joint, split construction wit! nd gaskets, manufactured t fit cast iron or ductile iron pipe. Branch all have a flange fitting to ma h the tapping valve. 2. Shal eet the OD requirements for Clas. , B, C, or D pit cast pipe. 3. Shall b furnished complete with all ac ssories. 4. Require for 12" and larger pipe or t der paving. 5. Shall hav stainless steel or NSS r -Blue nuts and bolts. E. Stainless SteelXlanips: g Sleeves: 1. Shall bc ated wit ductile -iron flange and stainless steel bolts. 2. Shall mO requi ements for class A, B, C, or D pit cast pipe. 3. Shall bhed r tete with all accessories. 4. Nitrile s shall e used in L.U.S.T. areas (leaking underground storage tank ar F. Stainless Steel lamps:1. All staiteel, single sec 'on, double section, or triple section, depending upon siain.2. Shall hinless steel bolts a d nuts. GASKETS, BOLTS, NUTS, AND THREAD A. Mcchanig !joints made with: 1.Bolts: NSS Cor -Blue. 2. Stainless steel bolt studs with SS nuts end 0 B. 11 thread rod used to restrain fittings shall be stain ess steel withaS trutsnrnd 3I4"diameter. Viz? —I x r- rri -7o M cr1 Q1 WATER DISTRIBUTION- In'OF IOWA CITY -02660 Page 7 of 17 2.10 TRACER SYSTEM: -A\. Tracer Wire for Direct Bury: 1. #12 AWG single solid copper conductor 2. 30 mil high molecular weight polyethylene (HM PE) insulation Blue in color. B. Tra r Wire for Directional Boring: 1. 2 AyfG copper -clad stainless steel re 2. 4 it high molecular weight poly ylene (MMWPE) insulation 3. BlueNin color , C. Ground Rod: ' 1. 3/8 inch dia e bonded electr D. Ground -rod Clam E r ir C.,UJ - CJ CL- C=' 60 inch of lova Box: with City of Iowa City rod uniformly coated with metallically copper all oy. Accepted Products for Water Distribution Products for Water Distribution WATER DISI HiBLiTION- CITYOF IOWA CIT]' -02h60 02/14111 Page 7A of 17 P 1. High-strength, Splice Kit: 1. Comply2inal Materia Tracer Wire Te E r ir C.,UJ - CJ CL- C=' 60 inch of lova Box: with City of Iowa City rod uniformly coated with metallically copper all oy. Accepted Products for Water Distribution Products for Water Distribution WATER DISI HiBLiTION- CITYOF IOWA CIT]' -02h60 02/14111 Page 7A of 17 2.11 L UMBER: Lumber for bracing or supports shall be hardwood. (i.e. oak, mapl ). Do not use creosoted lumber in contact with piping materials. 2.12 WATE . A. Re 'onable amounts of water will be provided for use i the final operations of wate main flushing, disinfecting and testing. Prior no ice must be given to the Water ivision. B. Contractol will not be charged for the water used long as there is reasonable care to control a d conserve the rate and volume use . If there is waste or carelessness, Contractor w1 be charged for water. PART 3 EXECUTION 3.1 REFERENCESAND DOMENTS: A. Contractor must have 11 required d the work. B. Valves, fittings, hydrants a ctile ANSPAWWA C600 except not on the site before commencing with pipe shall be installed in accordance with C. PVC pipe must be fun 'shed d installed in accordance with AWWA M23, /to AWWA-C605 Uni-Be PVC Pipe Association UNI -B-3-88 except as erein. D. ctor must pr pare and retain \ab "as -built" drawings on the job site with te and cu nt information oocation of all valves, pipe and special ction Be res. Examples of sTr ed features would be: Offs sin alignment. Ch ges in depth, depth grea8 fe t or less than 5 feet o S tial fittings or constructials. c T 3.2 RECESTORAGE AND HANDLI ^'h d A. ity may mark materials whfound on the job siLKXnd which eined to be defective ornot a. The mar g may b2 dbrie 2thThe Contractor shall prompve defective or una�5prove4-:mat e site. erl v, B. / While unloading PVC piping materials: 1. Do not allow the pipe units to strike anything. 2. Do not handle pipe units with individual chains or \singeables, even if padded. 3. Do not attach cables to pipe unit frames or banding forWATER DISTRIBUTION-TIY - 02660 02/14/11 age 8 cf 17 3.3 C..._ Within the "Storage" language of AWWA M23, change D. Within the "Handling" language of AWWA M23, change to "shall." to "shall." LOCATION, LIGNMENT, SEPARATION & GRADE. A. Water n ins, valves, hydrants, and special fittings all be installed in the locations shown on he plans or as directed by the Engineer B. Contractor s all have all buried utilities loc ed by the 1 -800 -ONE -CALL service and shall do xploratory excavation as n essary to determine specific conflicts between existi utilities and new wat rain. No extra compensation will be allowed for the e loratory excavations. C. Water main shall be� nstalled a mi/eet. um depth of cover of 5'/ feet. Generally, the maximum depth shall lot exceed 7 D. Water mains crossing se er set ices, storm sewers or sanitary sewers shall be laid to provide a separation of t le st 18 inches between the bottom of the water main and the top of the sewer. WI e local conditions prevent this vertical separation, the water main shalt not be ply d closer than 6 inches above a sewer or 18 inches below a sewer under any c cut stances. Additionally; one full length of water pipe crossing the sewer shall bye cent ed at the point of crossing so that the water pipe joints will be equal dista4ce as taps possible from the sewer. The water and sewer pipes must be adequ el i suppo ted and have pressure tight joints. A low permeability soil shall e sed for b ckfill material within 10 feet of the point of crossing. E. No water pipe shah' pass through ore\ba ntact with any part of a sewer manhole. A minim uttl horizontal separatit shall be maintained. F. Sewer force main /and water mains shalted by a horizontal distance of at least 10 feet tut ss: 1. the orce main is constructed on materials meeting a minimum p essure raring of 150 psi and eats of Section 8.2 and 8.4 of e "Iowa Standards for Watest bution Systems' and LU " —J>' the saver force main is laid at least 4 linear fectrom the water main. }- U a N . W -\TER DISINI BUTIO\= CITY OF IOWA CIT)'- 02660 Page 9 of 17 02!14!11 G. Gravi sewer mains shall be separated from water mains /an nce of at least 1 feet unless: 1. t e top of a sewer main is at least 18 inches belthew er 11 and 2. the s wer is placed in a separate trench or in the bench of un isturbed earth at a minimum horizontal set from the wa r main. When it is impossl le to obtain the required horizonta Vlearance of 3 feet and a vertical clearance o 18 inches between sewers and ter mains, the sewers must be constructed of w er main materials meeting bqX the minimum pressure rating of 150 psi and the re irements of Sections 8.2 a96 8.4 of the "Iowa Standards for Water Supply Dist ibution Systems". Howe r, a linear separation of at least 2 feet shall be provide H. Should physical conditio s exist such that YKceptions to Sections 3.3 Part F and 3.3 Part G of this standar are necessary, e design engineer must detail how the sewer and water main are t be engine d to provide protection equal to that required by these sections. I. Sewers constructed of standar sew' r materials shall not be laid within 75 feet of a public well or 50 feet of a priv to ell. Sewers constructed of water main materials may be laid within 75 feet of a lie well and within 50 feet of a private well but no closer than 25 feet of either. J. All PVC water main and du the it n water main with greater than 400 feet between features that extend to the trface ( ch as hydrants or valve boxes) shall be marked with a wire for the entire ngth to m e electronic location possible. 1. The wire shall e installed co inuously as the pipe is backfilled. The wire shall be fixed o the side of the ipe at a position of 2 o'clock or 10 o'clock and attached ith duct tape even 5 feet. 2. The insulaf n shall be protected prevent accidental grounding. Make few splices d splice the wire tog ther using a Twister DB Plus Wire WA"f ER DISTRIBUTION- Cl fY OF IOWA CITY - 02660 02/14/11 Page 10 of 17 C3 r'• C'> —rrs o r-� cn cr, WA"f ER DISTRIBUTION- Cl fY OF IOWA CITY - 02660 02/14/11 Page 10 of 17 3. Bring the wire to the ground surface at each fine hydrant and loop wire in a Valveo tracer wire terminal box. These boxe. /shall be located between the hydrant and the hydrant valve with at least t/o feet of extra wire inside the box. Install the terminal box pespendicuF from the hydrant and parallel with the valve box, one -foot from the by nt base. The tracer wire terminal box must be installed flush with the fini ed grade. If there is no fire hydrant within 500 feet; bring the wire to the trface in a "daylight box" which is a 11 -size valve box (Tyler Series 685 - Item 666A, Range 5l" to 71" or East Jo an Series 8555 —Item 666A) a mark the drawings appropr ately. 3.4 PIPE BEDDING AV BACKFILLING: A. Ductile -iron pt bedding shall confot to the project plan details or as otherwise specified or dl ed by the Engineer. B. PVC pipe bedding Sall conform t UNI -B-3-88 laying condition Type 2 including hand excavation for e bell hol s. The bedding shall be loose, natural, fine soil which is compacted b sand to ping ori the soil along the sides of the pipe to the top of the pipe. C. Trench width within the pip envelope shall conform to the plans or as directed by the Engineer. D. Set valves and hydrants o/preca concrete bases. 3.5 PIPE RESTRAINT.- A. ESTRAINT:A. Thrust Restraint: 1. For pipe concrete diameter r.; �, joints wi hardwoo Referent c Do not tr, C:) i- Socket Pipe CD �CD 1 Wh( na er than 10" diame�r, concrete block shall be used, placing the to k next to the ftttmb and undisturbed soil. For 10" and larger �10 e, blocking shall be by ast-in-place concrete. Cover fittings and mil, polyethylene beI e placing concrete. Brace fittings with to prevent shifting befo placing concrete. See Iowa City Manual for detail infonnatio on thrust blocks — Figure 7.1. it excess concrete on top of prfte and fittings. Tie Rods, and Bridles: Vc indicated or necessary to prevent jo its or sleeve couplings frons ng apart under pressure, provide suitable ocket pipe clamps; tie rods, )ridles. Bridles and tie rod diameter shall bet least 3/4 in. except where replace flange bolts of smaller size with nut o �cach side of flange. WATER DISTRIBUTION, CTT OF IOWA CIT - 02660 02114/11 Page'{ 1 of 17 3.6 3.7 02/14/11 C. Dead Ends L Pipe ends or fittings left for future connections shal using materials supplied by the pipe manufacturer. 2. ll pipe ends or fittings left for future connection D. All fittings for\vater main shall be restrained with JOINTS AND COUPI A. Push -on Joints: 1. 2. 3. N T1 A. be plugged or capped be blocked against and thrust blocks. Inspect bell grooves clean to assure c plete gasket seating. Use extreme care to pre ent separation joints already installed. Do not use push -on jo' s when bon g. Griffin Snap -Lok shall be used in casing with locking rubbers. Mechanical Joints: 1. The range of torqueXed tening bolts which is indicated in ANSUAWWA C600 may be someffected by the temperature. On cold days, more torque may be rcq ' 2. Use extreme ca hon when ears of the fla ges. An ave 18 inehes. 3. On PVVipe connections to MJ j� pipe to et full pipe diameter in the 4. Do pot deflect pipe at joint. Sleeve-T�pe Coupling: cast iron fittings to avoid breaking the :r should not use a wrench longer than cut the bevel off the end of the PVC 1Clean pipe ends for distance of 12 inches. \ 2. Use soapy water as gasket lubricant. 3 Carefully mark and place the sleeve coupling in :D CONNECTIONS UNDER PRESSURE: Follow manufacturer's installation instructions. Tapping mains for new connections 1 -inch to 12 -inch in diame er shall be done by the Water Division. This includes connections made on publicanrivate mains. C. A new and site specific tapping application must be prepared for eac tap regardless of size, and submitted to the Water Division. The tapping applica'on must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. WATER DiSTRIB UTION CITY OF IOWA CI X Y -02660 Page of 17 +v C'7 �f t C t <� --q O r-` centertha'oint.rTI W Cnn Tapping mains for new connections 1 -inch to 12 -inch in diame er shall be done by the Water Division. This includes connections made on publicanrivate mains. C. A new and site specific tapping application must be prepared for eac tap regardless of size, and submitted to the Water Division. The tapping applica'on must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. WATER DiSTRIB UTION CITY OF IOWA CI X Y -02660 Page of 17 3.8 POLYETHYLENE ENCASEMENT- A. All open cut installed ductile iron pipe and fitt�ngs shall be wrapped with two layers of an 8 mil polyethylene encasement in accordan e with ANSI/AW WA C105/A21.5-99 installation methods. This includes any ductile ron laid in cul-de-sacs or other small radius areas where PVC main could not be 3.9 HYDRANTIM] A. Handle N_ until they vandals. B. Before E. F G. ALLATION: refully to avoid breakage and ,are installed. Protect stored h clean piping and Z-4,hstall hydrants awa from the curb i.�lm7,vto vehicles. A se back of 4 ft ue-partment of Transpo a Y{rient the hydrant so the least 18 inches above fini 6 inches above ground. T to flanges. Keep hydrants closed from dirt, water, ice, animals and of any foreign matter. ae a sufficient distance to avoid damage from from the curb line is recommended. Iowa requires a 9' setback. nozzle faces the street. Outlet nozzles shall be at Lind. The break -off flange should be no more than I be no obstructions to fire hose connections. The base elbow shall be h ced on solid precast concrete blocks on firm, undisturbed soil. The barrel f th hydrant shall be firmly braced against the back of the trench wall withpre-caseeme blocks to resist thrust at the pipe connection. The base and lower barrel hall be ba tlled with 5 cubic feet of washed gravel or 1 inch crushed rock to allo water to rel se from the hydrant drain. Install the hydrant plum %p�. Drainage stone nd soil backfill around the barrel shall be firmly compacted to pr vide good lateral s port for the hydrant. This is essential to the performance of thgbreak-off flange. 3.10 WATER MAIN OPERAS A. All work which it require the notice, B. An accurate and Division office t operating the active approval and assist ale copy of the "as -built" to using the water supply. water distribution system will the Water Division. must be on file in the Water WATER DISTRIBUTION- CITY OF IOWA CITY - 0-660 02114/11 Page 13 of 17 C. If requested by the City, the contractor will work with Water Divisi personnel to submit a plan for initial operations and a plan for final operat' s to the Water Divis'on for approval. The plans shall include a drawing and ed list of actions which . ow all the significant steps necessary to connec to the existing water distributr�n system or conduct the filling, flushing an testing operations. The purpose o oth plans is to minimize the impact of s e interruptions and pressure and flow varions on the water distribution system d existing customers. 3.11 DISINFECTION FDR\TABLEWATIERSSYSTE. A. General 1. Upon cof a neater main or when repairs to an existing m are shall be disinfected according to instructioANSUand the following specifications. B. Special Disinfection 1. Exercise cleanliness construction. Protect pipe interiors, fittings and valves against cont inafio . 2. The minim/ith niform co entration of available chlorine used for disinfection e 50 mg/L. se either the granulated/tablet or continuous feed methododifications a described in 3.11 C or D below. 3./hydrant hlo ' ated water shall be retai ed in the main at least 24 hours, during h ti e all valves and hydrants in the section treated shall be operated in t disinfect the appurtenances. t the end of this 24 hour period, the water shall contain no less tha\25L chlorine throughout the of main. 4. the retention period, flush the heanated water from the main the chlorine concentration in the ing the main is no higher 3 mg/L and the water appears cleana minimum velocity of 2.5 er second in the main through an of less than `/4 of the main eter. For 6 -inch through 12 -inch water mains, a single 2'/ -inch fire nt opening is adequate. Water entering stormsewer system shall be orinated by a method approved by the Engineeflto prevent downstream onmental damage (i.e. fish kills). N _ 4 n= -7i -r :e �-< =t c-> o M I� WA'fliR nIS'I'R03UTION- CITY or IOM CITY - 02560 02/14/11 '-�Pago 14 of 17 5. After final flushing and before the new water main / connected to the distribution system, two consecutive sets of accept le samples, taken at least 24 hours apart, shall be collected from the new in. At least one set of mples shall be collected from every 80/atast t of the new water main. p s one set from the end of the line aone from each branch. Del ver the sample to the University Hboratory at Oakdale for anal, is. Allow approximately 5 days fors. If the bacterial sample shows he absence of coliform organismsstatic test may proceed. C. Tablet Method of Chlorine Application 1. Use ANSIrAWWA C651, howe/rslowly fill the main (less than 1 cubic foot per second) with system w er, pushing out as much air as possible. Do not wash out the tablets. D. Continuous Feed Method of Chlori e Application 1. Prior to applying ehlari , do a preliminary flush at a minimum velocity of 2.5 feet per second in ie main through an opening not less than not less than 1/4 of the main dian xcr.,For 6 -inch through 12 -inch water mains, a single 2'/2 -inch fire hydra `openiag is adequate. 2. Add the water d chlorine solution with the required concentration to fill the main corn rely. � 3, L3 ,� � ; 'Yllmg the water in: �i Fill th newly constructed water mairt,system slowly using treated public water nder low pressure and low flow. The objective is to displace air with V' CO ' wat While avoiding dame e to new construction, customer services, and p t g ad' ring property due to the release of airand water. Public Works staff t st be on site to assist with operation of tete system valves and hydrants ring this operation."- 2. Open one hydrant (completely) at the end of the main or at a high point on the main which is to be filled. Open a filling ' valve (the smallest one available') slightly. Allow the water main to fill and slowly release the air. /When the main being filled has released nearly all, air, surging should diminish and water released from the hydrant should flow in a steady stream. Monitor and control the released water to minimize damage. wATFu DISTRIBUTION- CITY OY IOWA CITY - 02660 02114/91 Page 15 of 17 R C 02/14/11 3. After a few minutes of steady state operation, open all other valves slowly and then open the initial fill valve completely, while regulating the flow h}dram to mnuirrize damage. When the main has been filled, open ar d close all hydrants sequentially to force fresh water progressively thro 11 each ection (new and old) of water main which was shut down to re ace fresh ter into each section. 4. Aftedear water and a fresh chlorine odor are observed each hydrant, shut down draut flow slowly and allow water flow cease and internal pressur\te . For water main replacement nly, each water service connecttested at a sill cock and ob crved by the Contractor to veri fyasure and flow. Pressure and L:1. Conduc pressure an leakage test in accordance with ANSI/Aand ANSUA A C605. 2. Pressure test off thedrants r furnish and install temporary testing plugs or caps. Furnish pre sure pumps, pipe connections, meters, gauges, equipment, potable wate d labor. Use only potable water for testing. 1 Test after disinfection op ations are successfally completed. If testing operations require re >nsuu ion or repairs during which the interior of the pipe is exposed to c ntaminatn n, disinfection will be required again. 4. Keep the water ain full of ware for 24 hours before conducting combined pressure and le- age test. 5. Pressure a d leakage test consists of fit 't raising water pressure at the lowest point of ction being tested to 150 psi i emal pressure. 6. Failu to achieve and maintain the specifi d pressure for at least two hours witro additional pumping means the water lain has failed to pass the test. 7. 1 the water main fails the pressure and leaka e test, locate, uncover, and epair or replace defective pipe, fitting or joints. onduct additional tests and repairs until water main passes the test. Operations: .., _o All valves shall be located and tested to verify operatio o rthee box lid, insert the valve key and open and close each va o the uN s and record the results. --t o M ,::Tz WA'1 ER DISTRIBUTIO\N- CF1 Y OF IOWA CITY - 02560 Page 16 of 17 D. Hydrant Operations: 1. After the hydrant has been installed and the main and hydrant have been pressure tested, each hydrant shall be flushed and checked for proper operation. 2. emove a nozzle cap and open the hydr slowly and fully. Check the d ection of opening as marked on the top. o not force the hydrant in the op ping direction beyond full open as 1 dicated by sudden resistance to turn ng. 3. After hygrant has been flushed, clo it and check for drainage. This is done by placing the hand over the no- le opening and checking for a vacuum. Then cheeNthe hose thread for p per fit. 4. Replace noz�c cap, then open ydrant again and inspect all joints for leaks. E. Flow Test: 1. Flow tests shall b can Icted to verify all components of the water system are fully open and o er tional and to determine the fire flow capacity. 2. Public Works staff rsonnel must be on the site to operate the system valves and hydrant dt�ing this test. 3. A hydrant flow test n6y be conducted on the hydrant at the extreme locations for istance highest elevation to determine the fire flow capability of 1e system. tatic and flowing pressures and flow rates shall be recorded, 11 a copy fo arded to the Water Division. WATER DISTRIHLITnON- CITY OF IOC? A MY - 02660 02/14111 Page 17 of 17 UJ tiC�) 7" U ps, L+L M o N WATER DISTRIHLITnON- CITY OF IOC? A MY - 02660 02/14111 Page 17 of 17 SECTION 02661 CATHODIC PROTECTI A. Pipe Contl airy Bonding for Ductile Iron Pipe all be completed as shown below m Drawing #: 310-1: Ductile lr,5n Pipe Bonding Push -on Size: # AVVG 7 -strand copper lnsula sn: HMWPE Cdbl f ength� 18" (min.) flu terper Pipe Joint: 2 l afion: At top of pipe S rfa ae Prep: Remove asphalt coating on pipe 4ethod: Exothermic weld dd Coating; Mastic,, Gap 112327-1 02661-1 B. Insulated Rubber & Tape Splice for Sacrificial Anode Cable Connections shall completed as shown below in Drawing #1 it 10-2: --ft-- Anode lead Wire Anode Header Cable sealant �Mm MEMMW-* MNA Copper Compression Crimp 1" to expose Crimp Splice procedure Remove approximately 1" of cabl conductors by inserting them equ, conductors firmly in place using a can be removed. A minimum of 2 connection by pulling on the cables. insulation to expose cleanpper conductors. Join the arca into the compres ' n connection sleeve. Crimp m'ng toot that require a complete crimp before the tool quall spaced crimp ' dents is required. Test the crimped Splice Roughen the cable insulation 2' beyond the nd f the exposed conductors. Ensure that the entire surface over which the tape will be pptied i clean using a lint free cloth. Do not use solvents. Apply a high-voltage rubber t e one-half l\coafin all bare conductors. This tape should be tensioned as recommen d by the manuhalf-lap the tape to produce a uniform buildup to 1-1/2 times ca a diameter over ththe splice with ends tapered a distance of approximately 1 in over the original jacrubber tape with two layers of vinyl pressure -sensitive to one-half lapped. Covee tape wrap with a fast -drying electrical sealant such as So tchkote Brand electri. ru 0 Q) ZZ 77 GJ C r1 CR 112327-1 02661-2 C. Isolator Test Stations shall be completed as shown below: 1. Without Tapping Tee (Drawing # 13110-5.A): 'finchBackfll! t i 17.\ it �r � Insula' Copoaer Te Wires c Burl Test Sta41'un En osure x --(See .13110-8) i Exothernn c'Weld Connection(S) f \ �— Undisturbed Earth i Va on ma ;e -" g. 13110 -2 i .� 36- J o t— _ . ference Electrode LL �.3 Plan View F \ Limit of Excavation 1123_'7-I 02661-3 2. At Tapping Tee (Drawing # l3l 10-5.B): Trench BacicBil lnsu ted Copper ' st Wires Tapping Sleeve(ree Ex_ ;V C Ex. Test Station Enclosure (See Dwg. 113110-8) Exotherrric Weld Pipe Bedding 11 I 1 f=1 Pipe 1I I -I Tl -=1 11.1-1 I.1=1 —1 I. l=l �i�di�t�,�t Earth Lirriit of Excavation too °stinq main P'g anode installed at pipe depth withconnection to existing main / Buried FIK_ j r s Dung. 13110-9}r.- 910-TIV . t 112327-1 02661-4 M n _ l ci r - R ferBr 4El trodetj a r � M � a M x co ua o, 3. Isolator Test Station Terminal Board Installation Details, Structure Connections, and Color Codes (Drawing 413110-5.C): i CLEAR Polycarbonate Ternunal Board I----IwIORA GE screw -on cover (not shorn) Front Side: 114-20 Binding Posts i(D Backside. 114-20 hex nuts on 114-20 x 1" ( screws w'lock washer & fiber washer i #12 AtAJG (Blue) to Ups+.reairu'New Water Main 412 AVG (White) to t vnstreamPEAst ng)Nater.a n 414 AVVJ: (Yetiow) to Reference Electrode i ?mentai #12 AtidG (Red) Ancde Lead Wire: into TS but do NOT connect to terrmnal Board �►— Coilec Nut Locking Ring 3y (rmm rtal) PVC Pipe (White) a — TOW y � U LL N 112327-1 02661-5 D. Anode Test Stations shall be completed as shown below: 1. Anode Test Station (Drawing #13110-7.A): Test Station Enclosure Trench ckfill (See Wig. 13110-8) Collector Cable to Add'I Anode(s) Insulated Copp —C ode Horizontally on Trench Bottom WI s r t - Undisturbed Earth 12 Looped Return CableAseparation mit of Excavation i Add'I Anode(s) atnsulated Splice Min. 10' SpadngsDwg• 13110.2) i Exothermic Weld nnection(s) --1 6' max. N — _ :—Reference Electrod (optaosite siW and approx. between S; — c71 Plan Mew a �= 112327-1 02661-6 2. Anode Test Station Tenninal Board installation Details, Structure Connections, and Color Codes (Drawing# 13110-7.13): X / C1 2 _ \ `l" NQ CLEAR Polycarbonate Terminal Board wlRED screw -on cover (not shown) Front Side: 114-20 Binoing Posts Backside: 1/4-20 hex n is on 1A-20 x 1" screws Mock washer & fiber washer #12 AWG (Blue) [o ew Water Main Shunt Resistor (o pasite side to Wires) Shorting Bar ppasite side to wires} #8 AWG ( �d} to Anode(s) -##8AWG lue} to New Water Main i#1�t A'JV (Yeik v) to Reference Electrode Collect Nut Docking Ring Y PVC Pipe (White) 112327-1 02661-7 >: C:3 J C3V-- =>-U >- 7-3 s q r., CLEAR Polycarbonate Terminal Board wlRED screw -on cover (not shown) Front Side: 114-20 Binoing Posts Backside: 1/4-20 hex n is on 1A-20 x 1" screws Mock washer & fiber washer #12 AWG (Blue) [o ew Water Main Shunt Resistor (o pasite side to Wires) Shorting Bar ppasite side to wires} #8 AWG ( �d} to Anode(s) -##8AWG lue} to New Water Main i#1�t A'JV (Yeik v) to Reference Electrode Collect Nut Docking Ring Y PVC Pipe (White) 112327-1 02661-7 E. Plush -Mounted Enclosure for Cathodic Protection Test Station Terminal Board and Wires shall be completed as shown below in Drawing #13110-8: s(go) Q2 0_09 ZTest Station & . Terminal !Board I I I -I I I .� 1 �' I Install top of test station head with a minimum Of V separation from bottom of enclosure cove Polycarbonate Cover (CLQ) Polycarbonate (reefer to individual test s 114-20 hex nut on 114-20 x 1" w/l/4" lockwasher & backuol All hardware shalllde nickel -plated or stainless st as specMed, Nut 1-96ing Ding 3.9' PVPTipe (min. 24" depth below enclosure) I y SII � u I I%IIID <1 Illy � I II II II 112327-1 02661-8 1TLx14"Wx12"H Polyethylene Housing w/Lockable Cover 1�/ 3 vel Baseto Sup�¢rt �ra Enclo �, C-) G ::� Q —M C ^ CTI n F. Flange Isolation Kits shall have O -rings custom specified to be greater than the inside diameter of flange so that it is compressed by the flange faces. Flange Isolation kits shall be completed as shown below in Drawing #13110-9. 1 Flange Side A I Flange Side B l- / - - - 1 -Single-Side Isolation —Type F Ring Gasket 0 w CD -� Type E Full Face Gasket_ Two -Side lsolation Required In Flange spec. Flange Size Flange Rating Flange 0,D. Flange I.D. Bolt circle' City. Boit Hele/1� Flange Bolt fp7 Bolt Hole 0s/ Flange Thickness (A) Flanges Thickness {B) to Properly Size a 112327-1 02661-9 Isolation Kit SECTION 02890 TRAFFIC SIGNALIZATION PART 1 1 GENERAL 1.01 - Section Includes A. electrical / B. Cc duit /J C. Concrete Bases and Handholes D. Poles !!/ E. Signals f F. Mast Arms G. Tontrokr i H. .iber,�Flptic CabA\ Lidetb��Fcaffic Detecfon System 1.02Dcser-tptioDaj 'Work " s A.—JIe�l � .a. sThis it�lrn includes fiunis ng and installingall electrical components in accordance with the ,� ontract Documents. B. Conduit This item includes furnishing a d ins allit accordance with the Contract Do tents. C. Concrete Bases and Ilandhotes �\ This item includes furnishing nd Lista' signals in accordance with the ontracN, D. Poles \\ This item includes furmsling and insta accordance with the Cont- ct Documents. E. Signals This item includes flu/aishing Documents. �J F. Mast Arms This item includeiffurnishing Documents. G. Controller conduit fittings associated with traffic signals in bases and handholes associated with traffic the poles associated with traffic signals in and installing th��gnats in accordance with the Contract and installing the Mast arms in accordance with the Contract This item in, udes Punishing and installing controllers iil Documents./ 1. Fiber Opti�clCable This itena'tncludes installation. termination, and testing fibers. 112327-1 02890-1 accordance with the Contract March 15, 2004 1.03 - H. Video Traffic Detection System This work shall consist of furnishing and installing a system that detects vehicles on a roaday using only video images of vehicle traffic and includes all hardware, software, Pent, labor, and materials necessary to complete the fully functioning system in place. A. Subtikit tes results as set forth in the Contract Documents. B. Submit per- lcate of compliance indicating the materials incorporated into the Work comply with the Con act Documents. C. The substitutio of materials is allowed as set forth in General Conditions. D. Supplier shalt' mit five (5) copies of Shop Drawings of Signal Poles an Mast Arms to the ENGINEER for'r view prior to tnanufacture of the mast arm Conditions Manufacture shall not begin until the hop Drawings have been approved by the ENG ER. The intent of the ENGINEER's revie and approval is to assist the supplier in inte reting the Specifications. Shop Drawing appro 1 shall not relieve the supplier of the re onsibility for errors in the Shop Drawing or the r uirements of the Specifications. E. Submit catalog cuts of e ch component incorporated into e project, showing the selected equipment meets the speci ations. 1.04 - Delivery, Storage and Handling A. Deliver only materials that full confo has been approved as set forth in ner 1. The Bidder awarded the Contra t name of the equipment manufac proposes to install. Before begin submit three copies of the equ' materials supplied by the CON 2. Prior to ordering any materi, the manufacturers of all elec 'cal e complies with the Specif ations. to or for which substitution �Ikomplete the equipment list by writing in the nd catalog number of each item listed which he Work on the Project, the CONTRACTOR shall t list, and three copies of catalog cuts for all CTOR shall provide certification from the conduit, and cable stating said material /and re material in accorda e with the manufact rers' recommendations and in locations ich will minimize the nterference with operatio , minimize environmental damage, and tect adjacent areas. move and dispos of unacceptable materials from th site in accordance with the Contract cuments. o Cr 1.ing and Co icts c� c hedule W rk to minimize disruption of public streets and fa 'lities.sconti e Work which will be affected by any conflicts disco ered or-" hares needed aceo odate unknown or changed conditions and notify the E GINL� � M 1.quirements4e use of explosives is not permitted unless prow ded for in the sp c al provins of the ntract Documents.l work and materials incorporated into this Project shall conform to a applicable local, te, and Federal requirements. C. The CONTRACTOR shall be prepared to furnish, upon request from the GINEER, a sample for evaluation, of any item or material which he proposes to furnish for this roject. D. Any modifications of the installation are subject to the approval of the ENGINEER. 112327-1 02890-2 March 15, 2004 E. Unless otherwise specified in the Contract Documents, the installation of all signal equipment shall be in accordance with the Traffic Signal Manual of the International Municipal Signal Association (IMSA). F. The painted surface of any equipment damaged i/ments g or in allation shall be retouched or re ainted in a manner satisfactory to the ENGI PART2 P ODUCTS 2.01- Electrical A. Service C ductor (Power Cable) shall be 600 ve onductor cable shall comply with 4185.12 of to Standard Specifications and shallisted for type `USE." The sheath shall be blac for the positive cable and white for ative cables. B. Signal cable slt Il be solid and conform to the rats of IMSA 19-1 or 20-1, or latest revision thereof. The number andsize of conducl be as specified on the plans. C. Loop detector lea in cable shall conform to theents of IMSA 50-2, latest revision thereof. n UJ .j D. Detector loop wire sh 1 conform to the The encasing tube shall e polyvinyl ct and holes shall be a flexibembedding E. Connectors shall be eithe insulated connectors. The spring shall e sharp —The set screw connectors shall c GSS app roved equal. ._ Co erectors shall be approved by th N F� Ciyrtanication and Interconnect a e 1,_Eper Optic Cable shall be h, D t_, -mode nests of IMSA 51-5, latest revision thereof. Detector loop sealant in pavement saw cuts ; steel connectors or insulated set screw round edges will not be approved. GINEER prior to incorporation in the Work. (For Underground Installation) 3 cable with 12strands of Multi -model 12 strands of 2S' Jacket. The overall jac7iUmmunication shall be A o weight polyethylene. G Self -Supporting (Figure 8) of virgin, black, low density, high molecular 1. Self -Supporting (Fi re 8) communicatipn Paragraph 2.01E to communication and assembly is not req red to be packed with pe 2. Self -Supporting (F gure 8) communication ca of extra high strAngth, '/4 inch, 7 strand,. C cable shall meet all requirements of erconnect cable except that the cable ileum jelly. shall contain a messenger cable made ,SIA galvanized, steel of 6600 pound breaking strengty. H. Tracer wire shall beta #10 AWG wire single conductor, s\randed copper, Type TH11IN, with UL approval and o ange jacket. 1. Ground rods sha be high strength steel rods ctdth chembonded copper coverings to provide high co ductivity and to prevent electrolytic acton. \Rods shall be full length as shown on the ans and shall have a nominal diameter of five -d ehths inch unless otherwise specified. Gr and rods shall conform to the requirements of 11TA specification No. 62- 1956. \ J. All ground/wires shall be #6 AWG, bare, solid annealed coppe\the_r�ational nless otherwise specified qn the plans. K. All electrical equipment shall conform to the standards of Electrical Manufacturers Association ('NEMA). All Work shall conform withuirentents of the National Electrical Code. All miscellaneous electrical equipment shall be approved. 112327-1 02890-3 March 15, 2004 L. Circuit breakers shall conform to manufacturer's requirements. M. Video Traffic Detection System: Iteris system is preferable 1. Cameras shall have color video. 2. As an option, programming the system shall be available with the computer. Using a RS -232 communication link, the following capabilities shall be available s minimum: a. Continuous or single video snapshots. The user shall be able -to s lit both the resolution and quality of the image. h p b. Remote detection zone setup. 3> Detector File upload/download = i d. Ability to store the snapshot image, rTl a M e. curity Protection to Prevent Unauthorized Remote Access. IK CO 3. The sys n shall detect vehicles in real time as they travel across ac' deteetb_t?zone. 4. The cyst shall have an RS -232 port for con ions with an external computer .T system shall be Ethernet ready. 5. The systems\11accept new detector patterns /antemral computer through the RS -232 porthat computer uses the unications protocol for downloading atterns. 6. The system sits detector patterns to anuter through the RS -232 port when rehen that computer uses thmunications protocol for uploading detector pat ms. 7. Up to 144 detection zot es shall be suit the site and the desir vehicle i 8. Detection zones may be A� single detector output chantu 9. When a vehicle is detected symbol on the video overlay 10. Detection shall be at least degradation possible under reduce visibility. Detect' t or end and each detection zone can be sized to iregion. together to indicate vehicle presence on a f a detection zone, the detection zone will flash a to confirm the detection of the vehicle. accurate in good weather conditions, with slight weather conditions (eg. rain, snow, or fog) which aN is dependent upon camera placement, camera quality /xisting tion zo c location, an these accuracy levels do not include allowances for occloor deo due to tamer location or quality. 11. The sysp vide 32 channels of ection to either a NEMA TS 1 port or a NEMA 12. The sysprovide dynamic zone recon uration (DZR) to enable normal director operatiosting zones except the one bet g added or modified during the setup process.tem shall output a constant call r any detection channel corresponding to a zonodified. 13. Detec 'on zones shall be directional to reduce false Ntections from objects traveling in /direions other than the desired direction of travel in e detect on area. 14.ystem shall process the video input from each caa at 30 frames per second. 15.ystem shall output a constant call for each enabled d tector output channel if a loss /of video signal occurs. The system shall output a constan call during the background learning period. 16. The system shall operate satisfactorily in a temperate range fr n —34 C to +74 C and a humidity range from 0%RH to 95%RH, non -condensing a set forth in NEMA specifications. 112327-1 02890-4 15, 2004 17. The system shall include an RS 232 port or serial communications with a remote computer. This port shall be a 9 pin female "D" subminiature connector on the front of the system. The system shall have Ethernet card, ie, (edge connect). 18. The system shall include a ports for transmitting TSI and TS2 detections to a traffic controller. The TS1 port shall be a 37 pin female "D" connecto on the front of the system. The TS2 port shall be a 15 pin female "D" connector on th from of the system. 19. The video inputs to the system shall include transient voltage sup ression and isolation. Amplification that shall assure the I volt peak to peak Ni eo sifmal integrity is maintained despite vide cabling losses and externally induced ansients. The amplifier shall have a minimum common mode rejection at 60 Hz of 90/113. 20. The sys i enclosure shall be bonded to a good earth grou�yfl. 21. The front ace of the system shall contain indicat ons t /enable the user to view real time detecti is for up to 8 detector output channels at mime. 22. The video ca eras used for traffic detection shall b burnished by the system supplier and shall be qua fled by the supplier to ensure prop r video detection system operation. 23. The camera shall reduce a useable video imaQ of the bodies of vehicles under all roadway lighting c ditions, regardless of aim- of day. The minirmmn range of scene luminance over whit the camera shall pro ce a useable video image shall be the minimum range from 'ght time to day ti e, but not less than the range 0.1 lux to 10.000 lux. 24. The camera shall include uto-iris con of based upon average scene luminance and spall be equipped with an aut -iris lens tK 25z rhe camera shall include a va able/focal length lens with variable focus that can be LAJ CL Di without without opening up the a cera housing, to suit the site geometry. 0 2(�'. 'tXhe camera electronics shall incl AGC to produce a satisfactory image at night. 27r—,T.he camera shall be housed in environmentally scaled enclosure pressurized with dry ---D tsas to minimize the formatio of condi ate and extend the life of the camera and lens. 0 the housing shall be field r�tatable to a low proper alignment between the camera and the traveled road surface. 28. The camera enclosure sh be equipped xi \011 shield. The sunshield shall include a provision for water div rsion to preventom flowing in the cameras Field of view. The cancra enc sure with sunshiee less than 6" diameter, less than 26" long, and shall iveiglh ess than 12 pounds camera and lens are mounted inside the enclosure. 29. The camera enclo. Ire shall include a thermostatical v controlled heater to assure proper operation of the -ns iris at low temperatures and pre gent moisture condensation on the optical faceplat of the enclosure. 30. When mounte outdoors in the enclosure, the cancra 11 operate satisfactorily in a temperate ra 'e from —34/C to +55/C and a htnnidity rang from 0°,o RR to IOW I') RH. N. Pan-Tilt-Zo n Camera shall be installed. Must work with the intent "Axis system". 2.02 - Conduit A. Galvanized gid steel conduit (R.S.) shall meet the require"' is of ANSI Standard Specification C 80.1, latest revision. The number and size of conduit shall be as called for ys. on the plaConduit shall be of standard len.-th with each length bean g the UL approved label. B. Polyvinyl Chloride (PVC) conduit shall be Schedule 80. Conduit shall be of standard length with each length bearing the UL approved label. 112327-1 02890-5 March 15, 2004 C. Conduit fittings shall conform to the requirements of ANSI Standard Specification C 80.4, latest revision. All fittings used with rigid steel conduit shall be galvanized steel. Fittings of aluminum or zinc alloys are not acceptable. D. Unless otherwise specified, all conduit used for the electrical system shall be galvanized rigid ste Laving the Underwriters Laboratories approval. E. Conduit 1couplers shall be threaded -type. 2.03 - Concrete Bas s and Handholes A. Concrete r bases shall be Class "C" structural concrete, C-4 mix. B. Reinforcem t for bases shall meet the requirements of Section 2404 of the IDO Standard Specifications or Highway and Bridge Construction, Current Series. C. Plastic loop ha holes shall be Pencell PE -10, FiberProTek FC1800, Strong ell(Quazite) PT/LT, or an appy ved equal. D. Precast concrete ndholes shall be placed on course aggregate b e, Iowa DOT Specification 4109, adation No. 5. E. Lid for precast tonere handhole shall be cast-iron. Cover shall be ype `C' (checkered top), with minimum wer ht 165 pounds. Manufacturer's name an `TRAFFIC SIGNALS" lettering shall be cast on t of the cover F. Precast concrete pipe used i G. Handhole cable hooks shall constructing handhole shall be TYKe 2000-D. 2.04 - Pole and Mast Arm Assembly A. General 1. The mast arms, support poles, octagon steel poles of the anc minimum of 7 gauge fabricated welded vertical seam, unless of mast arms shall be fabricated i ASTM A595, Grade C, and A6( of A588, Grade D), andthe structural steel. After man ae r I/accordingS A 153. � cc"3-<rshall be continuous ei rout#he poles and rnast',trrrscehall f steel sheet with_ofle conf�4a�uous arc vby the ENGINEER. The—poles and 'corrosion resistant steel meeting requirements of e 4 sheets (with minimum chemical requirements a flange plates shall be fabricated from A588 po s and mast arms shall have a minimum yield strength of 48,000 p.s.i. T e base plate s all be attached to the lower end of the shaft by a continuous arc weld o oth the inside a outside of the shaft. It may be permissibl o fabricate poles and ast arms by welding two sections together. The method used f r connecting the sections tall result in a smooth joint and shall be factory welded follows: a. All longi dinal butt welds, except within or e foot of a transverse butt -welded joint, shall i ve a minimum 60 percent penetra 'on for plates 3/8 inch and less in thic ess, and a minimum of 80 percent netration for plates over 3/8 inch b. 11 longitudinal butt welds on poles and arms w hin one foot of a transverse butt - welded joint shall have 100 percent penetration. c. All transverse butt welds for connecting sections s\1owa 100 percent penetration achieved by back-up ring or bar. d. All transverse butt welds and all specified 100-pertration longitudinal butt welds on poles and mast arms shall be exampercent by ultrasonic inspection according to the requirements of AWS Welding, fabrication, and inspection shall conform to tepartment of Transportation Supplemental Specification for Structurseparate Specification. 112327-1 02890-6 March 15, 2004 LU _j Personnel performing nondestructive testing shall be qualified in accordance with the American Society for Nondestructive Testing Recommended Practice No. SNT-TC-lA and applicable Supplements B (Magnetic Paricle) and C (Ultrasonic). Evidence shall be presented for approval of the ENGINEER, concerning the qualifications. A report shall be required showing that welds have been inspectednd either found satisfactory or found unsatisfactory but repaired and reinspected and f and satisfactoiv. The cost of al�nondestructive testing shall be paid by the supplier an will be considered incidental. 2. Po manufacturers shall certify that only certified wel ng operators in accordance with Iowa Department of Transportation Supplemental ecifleation for Structural Steel were ed. The welding consumables used shall be i accordance with the approved list furnish by the Iowa Department of Transportatio B. Mast Arms .N I. The mast arms shall be desia ed in ace rdance with the AASHTO Standard Specifications for Structural Supports for ighway Signs, Luminaries and Traffic Signals and des gned to support traffic sig als and'or signs as shown on the attached tabulation. They�shalI be certified by the: abricator that the mast arms are capable of withstanding wind up to 100 miles per lout without failure. The length of the mast arms shall be as spAified on the Sched e of Prices. 2. when loaded with thy$ signals and sig the mast arms shall have a slight rise. Unloaded the utaxinttun angle N tween the nr st arm and horizontal shall be 4 degrees, unless approvcd by the ENGIT R. C. Poles 77 E The pole shall be designe to 4rpport the mast arm so when it is equipped with the traffic signals and/or signst erll provide a minimum of 15.0 feet and a maxnnum of 19.0 feet clearance from the s ect surface to the bottom of the signal heads or signs. 2. The pole shall be equippe 2 tth rico reinforced handholes with covers (4"x6-112" mnimum). One handhole hal be located 13 inches above the base and 130 degrees With respect to the mast ar�5. The accord handhole shall be located directly opposite the traffic signal mast ann.ecurhig he cover to the pole shall be done with the. use of simple tools. 3. A Ing shalt be provide m the pole ba e near the handhole to permit connection of a 46 ANUG grounding wire D. Signal Pole and Mast Arn Loading 0 1 Traffic signal pol�'_ and mast arms sha be fabricated according to the standard �1Sec f cat ons asstf ring the following signal tcad and signing loads: Maximum L ding far Arms 36 to 47 Feet ong c t� d 1 tion head 12 ft Y� N F. �>" 5 -section It ad on end, 24 x30 sign Bente ed rt. m oar , _ -sec, to vinboard, 3 ection head 24 ft. inboard. 18'x6 " metro sign centered 23 ft. inboard, 2 3 -section pole mounted heads, 2 2 -sectio pole mounted pedesn'ian heads, C) huninair . 6" bacicplates on all signal heads. b: Maxinin Loading for Arms greater than 47 Feet 5 -sector head on end, 24"00" sign centered 2 inboard, 24"00" sign centered 14 ft, inboard, section head 36 ft. inboard, 1 S"x60' metro sign ce pole mounted heads, 2 2 -section pole mounted backplates on all signal heads. Pole and Mast Arm Nonmed Signs 112327-1 O2890-7 inboard, 3 -section head 12 ft. action head 24 ft. inboard, 3 - ed 28 ft. inboard, 2 3 -section striae heads, luminaire, 6" March 15, 2004 1. The CONTRACTOR shall furnish and install all mast arm mounted and pole mounted signs shown on the traffic signal plans. All signs shall conform to the Manual on Uniform Traffic Control Devices. Prior to fabricating the street name signs, the CONTRACTOR shall submit Shop Drawings to the ENGINEER for review, detailing the legend, sign dimensions, and sign colors, and materials. Street name signs shall use Clearview font with the first letter being upper case and the others being lower case. 2. Sign mounting may be either a manufactured mounting bracket from a vendor or support \J-h assembled by the CONTRACTOR. All steel support bracketry shall be ed and the banding shall be stainless steel. Either method shall hold the sign place in winds up to 100 mph. The above Work shall include furnishing and g all necessary signs, mounting brackets, stainless steel banding, anis neous hardware to complete the sign installation in place. k wire support shall be provided 6" to 12" above and 90 degrees with respec toing for each mast arm and luminaire arm. The J -hook shall be a curved /8" teel bar. F. Finish 1. Where Calle for on the plans, the poles and mast arms shall be weaering el. 2. Where called r on the plans, the poles and mast a/remo al a» steel p�4c following: a. Surface Prepa tion - _' o �...- Steel plates sh 11 be blast cleaned as necessa s-6l�ed-irill e, impurities, and n -metallic foreign materials.ly-wel fluxi 11 be removed. cn The iron or steel sha 1 be degreased by immersiolution, pielded by inunersion in sulfuric cid, and rinsed cleanfrol effects of the caustic or acid solutions by im ersion in a fresh wate Final preparation shall b done by immersi in a concentrated zinc ammonium chloride flux solution with n acidity m ' tained between 4.5-5.0 pH. The assembly shall then be air d 'ed to rei ve any moisture remaining in the flux coat and/or trapped within the pro uct. b. Zinc Coating The assemblies shall be hot- ipp d galvanized to the requirements of either ASTM A123 (fabricated produc or A M A153 (hardware items) by immersion in a molten bath of prime vestern gra e zinc maintained between 810-850 degrees Fahrenheit. Maxim n aluminum co tent of the path shall be controlled to 0.01% and Flux ash sh be skimmed fro the bath surface prior to immersion and extraction of t assemblies to assure a bris free from coating. 3. Where called f on the plans, the poles and ast arms shall be powder coated over galvanized pe the following: a. Surfa- Prenaration 7St plates shall be blast cleaned as necess5 y to remove rolled -in mill scale, 1purities, and non-metallic foreign materials.�q\f`ter assembly, all weld flux shall be removed. The iron or steel shall be degreased by immersion in bestic solution, pickled by immersion in sulfuric acid, and rinsed clean from any r sidual effects of the caustic or acid solutions by immersion in a fresh water bath. Final preparation shall be done by immersion in a eoncentr ted zinc ammonium chloride flux solution with an acidity maintained between 4. -5.0 pll. The 112327-1 02890-8 15, 2004 assembly shall then be air dried to remove any moisture remaining the flux coat and/or trapped within the product. b. Zinc Coating The assemblies shall be hot -dipped galvanized to the requ' ments of either ASTM A123 (fabricated products) or ASTM At 53 (hardware ' ems) by immersion in a molten bath of prime western grade zinc maintaine between 810-850 degrees Fahrenheit. Maximum aluminum content of the patp(shall be controlled to 0.01% d Flux ash shall be skimmed from the bath rface prior to immersion and .hex action of the assemblies to assure a debris fre coating. < 70 oat er �. p �-� �O All gaIN sized exterior surfaces visually exp ed shall be coated with a Urethane or _o =� -Triglyci -1 Isocyanurate Polyester Powder o minimum film thickness of 2.0 mils. The coatis is to be electrostatically ap ted and cured in an oven by heating the x.a steel substra to between 350 and 400 gr6es Fahrenheit. —' d2 Color s� The finished coli shall be a Green loiely matching other poles in use in the City which are Vahnon s Green pitts 7 -g65. e. Packaging pt All parts shall be ptac aged, ratiiped, or cradled in a manner which will insure arrival at the destination 1vitl urdamage to the surface. G. HardwareA i 1. The mast arms and poles sh I "I equipped with all necessary hardware, shims and anchor bolts to provide for a o ate installation without additional parts. 2. The anchor bolts shall meet th rcquements of ASTM A36 or approved equal. 3. Bolts attaching the arm /to lie pole \\ hall meet the requirements of ASTM A325 or approved equal. i 4. The anchor bolts shale or dip galvanized for a minimum of 12 inches on the threaded end. The anchor bo s fall be threaded a inimunr of 6 inches at one end and have a 4 inch long 90 dor b d at the other end. e Fabricator shall submit drawings for the anchor bolts and as plate design. All hardy ;arc shall be steel, hot dipped galvanized meeting the req r tents of ASTM A153, Cla�ss D, or shall have an clectrodeposited coating of the s iyy coating thickness, and so desixned for this purpose. 5. Anchor bolt c ,,s, pole top covers, and mast arch end covers shall be gray cast iron castings cc �r hing to ASTM Designation: A4k, Class 30. Items supplied with weathering 'e 1 poles shall be painted to match thee, weathering steel poles. Items supplied It powder coated galvanized poles shall N powder coated to match the poles. , H. LuminaireE tecy ion 1. All m �t rm assemblies will require luminaire extensions a noted in the plans. The pole f r tc luminaire extension shall provide a continuous sha as required for the mast arnr. 2. Th Vole for the luminaire extension shall be vertical, unle-s approved by the E� GINEER. Luminaire arm shall be a single curved arm, unless oth wise noted on the p,ns. 3. lte end of the luminaire arm shall provide a 30 -ft. luminaire mounting height, milers otherwise noted on the plans. 112327-1 02890-9 March 15, 2004 2.05 - Signals A. General 1. The signal heads shall be complete with all fittings and brackets for complete installation. Each signal shall consist of a main body assembly, optical its, necessary screws, wing nuts, eyebolts, etc., and shall be delivered complete assembled. All ar ware including hinge pins, wing nuts, eye bolts or latch bo shall be made of a solid non -corrosive metallic material to prevent seizure or co osion by the elements. Each 'gnal shall be smooth both inside and outside ands 1 contain no sharp fins or project ns of any kind. The doors and visors shall be flblack. All metal parts shall be paint d with one coat of primer and two coats of a h' h grade Federal Black enamel. All parts of the vehicle signals shall be in co in Ii ce with the last ITE Report on Adjustabl Face Vehicle Traffic Control Signal I S. 2. The electri 1 and optical system of the signal he d shall be designed to operate on 115 volt, single ase, 60 Hertz alternating current. 3. All exterior s faces shall be black. 4. Main Body A sembly of the signal unit all consist of one or more po{ysarbonate sections have i tegral cast serrations so r en assembled with the ptgper br3kets they may be adjuste in increments and Ice ed securely to prevent mo�a� The sectis shall be designe so that when as led they interlock with one a�iaTTer.�ll joys, between sections hall be waterpro The sections shall be held Tillrqy t2gethei"117 locknuts or other cans approved the ENGINEER. Any open enan asseml signal face housing hall be plugg d with an ornament cap and gasket, rn " 5. Doors and Optical U its cti= r ;� a. The doors shall b made f polycarbonate. Each door shall be of the hill ed type and shall beheld c sed y a wing nut or other approved means. The hinge pins shall be designed s th the doors may be easily removed and reinstalled without the use of special to . Each door shall have a polycarbonate visor designed to shield each lens. Th side of each visor shall be flat black. b. The optical system ial be so designed as to prevent any objectionable reflection of sunrays even at ti es o the day when the sun may shine directly into the lens. When the door the op 'calunit is closed, all joints in the assembly between the interior and ext for of the effector shall be closed against suitable gaskets in order that the units ay be dust ' t. Between the door and the lens, there shall be a neoprene gas tsecurely fast ed around the outer surface of the lens. Said gasket to be engag by the rim of t reflector holder when the door is closed to render the union b tween the reflector Ider and the door assembly dust tight. c. The refle - or shall be parabolic in esign and made a specular Alzak aluminum. d. The refl ctor holder shall be of no -ferrous or rust proofed metal and designed to separat y support the reflector an socket in proper relation to the lens. The reflec r holder shall be hinged to the eft -hand side of the signal body when viewed from he front. On the right-hand side, he reflector holder shall be held in place by a sp ing catch or other quickly releasable Weans. e. B r the hinge device and the spring catch\)r equivalent shall be of a flexible nature w ich will permit the reflector holder to e pushed inwardly for at least one- xteenth of an inch and to align itself correc with the lens when the door of the ptical unit is closed and pressed against the r of the reflector holder. By such /means, the joint between the reflector holder an the lens shall be rendered dust - tight. It shall not be necessary to remove any sere or nuts in order to swing the reflector holder out of the body section to obtain ace to the light socket. 112327-1 02890-10 March 15. 2004 U f. The socket shall be arranged with a lamp grip so it will be it possible for the lamp to be loosened by vibration. 6. The wire entrance fitting shall be made of malleable iron or her approved material equipped with a standard 1-1/2" pipe fitting for attachment to he signal head. It shall be provided with weatherproofing means so that when it is ttached to the top of the signal a weatherproof assembly results. Positive lacking ears shall be provided so that the signal cannot loosen from the fitting. The frtti g shall be provided with an insulation bushing at the point where wires enter. Th fitting shall be provided with self-locking features to prevent the signal head f m turning out of directional justment in a strong wind. It shall be painted in col r to match that of the signal. 1. In a ition to meeting the requirements of Se cti n A., Vehicle Signals shall meet the follow g requirements: a. All ignal indications shall use Light/Emitting Diode (LED) Vehicle Signal Modu s. All lenses shall be prismatic and long range. The lenses shall be 12 inches diameter. All lenses shall b made of vandal resistant polycarbonate or acrylic astic free from bubbles a d flaws. The lenses shall meet the light transmitti 'ty and chromaticity st tdards established by the ITE Standard for Adjustable ace Vehicle Traffic C ntrol Signal Heads. b. Visors shall e of the tunnel typ not less than eight inches in length and shall be designed in a anner such tha the visor may be easily installed or removed from the signal head. c. A terminal block hall be n,/tinted in the back of the second section of the signal head. The terming locks tall be secured at both ends. d. Signals shall be shi ed ompletely assembled with tunnel visors attached to the signal door. C. Pedestrian Signals 1. In addition to meeting the eq rements of Section A., Pedestrian Signals shall meet the _ following requirements: cj a. Pedestrian signals all const t of two signal sections with rectangular lenses and mounting attachm nts. The up er section shall display a "Hand/Man" symbol and a. c a shall display a "c unt down time " symbol: The lower section shall be a count down LU c �t— timer. The t ea ections shall be olysuch design and construction as to fit rigidly and C- securely toget r with or without a spacer. No spacer shall be more than 'h inch 3 thick. The si als shall operate with ED. LL t-- 7 U The lenses s �all be either sanded or p 'smatic lenses. The lenses shall be made of Nvandal resisJlant polycarbonate or acrylic lastic. The symbols on these lenses shall be at least 2 inches high and shall be signed to produce a maximum visibility both day d night. The Walk symbol sha I be White LED modules and the Don't Walk sy bol shall be Portland Orange LEL. Both messages shall be screened on the len—'s with a material which will not cr\ck or peel. The background or field wound oth messages shall be black. c. Eacziiltlin,g fmal lens shalt be equipped with a visor t of less than seven inches in length, whiencloses the top and both sides of the lens. ally D. OpticLi Signal Heads 1. Optically limiting signal heads shall meet all of the app cable requirements of Section A through Section B except as hereafter provided: a. Optically limiting signal heads shall permit the visibility one of the indication to be determined optically. The field of light coverage v ttically, laterally,. and 112327-1 02890-11 March 15, 2004 longitudinally shall be controllable within one degree of any axis, without the use of tunnel visors or louvers. The projected signal indication shall be visible or selectively veiled anywhere within 15 degrees of the optical axis. b. The signal section shall be provided with a rigid connection that permits ilting from at least nine degrees above to nine degrees below the horizontal while intaining a common vertical line through couplers and conduit. Head assemb es shall be adaptable for mounting on conventional mounting fixtures or in co ination with conventional signal sections. The signal section shall be capable mounting and servicing with ordinary tools. The optical system shall include 120 volts, 150 watt, three pro sealed beam lamp with an average rated life of 6,000 hours with an integra reflector, and optical inviter -diffuser, an objective lens, and optical masking tape The optical limiter -diffuser combination shall pro de an imaging surface, at focus on the optical axis for objects 900 to 1,20 feet distance, and permit an festive veiling system to be selectively appl d as determined by the desired vi 'bility zone. The optical limiter shall b composed of heat resistant glass and rovided with positive indexing mean . H. Theo 'ective lens shall be a high resol ion, planar incremental lens herrned lly sealed with a flat lamin of weather resistant acrylic plastic. The vi signal indication shall at least 10-3/4 inches in diameter for circular in ations, and the visib e arrow indication shall conform to the requirements f the Institute o ransportafron Engineer's Standards. d. A voltage reducer, sh 11 be suppli d to provide dimming of all the optically limiting signal lamps as the , bient 1' t intensity drops below approximately three-foot candles. e. Each signal housing shal e constructed of die-cast aluminum conforming to the Institute of Transportati gineer's alloy and tensile requirements and shall have a chromate preparato treat nt. The exterior of the signal -housing, lamp housing and mounting flang shall be ished with a high quality baked enamelrgrime and finished painted fl black. The ns holder and interior of the sjnal homing shall be optically flat ack.� L f Each signal I s shall be equipped ith a visor, which enclos�s> tojf and I sides of the ns. The interior and exte for color shall be optical E. Mounting Assembl' s :Ctr, t I_ Mounting a ernblies shall consist of 1-1/2 inc standard pipe and fi9#Rps. �Tl near gs shall be s fabricated such that they provide lumb, symrnetricai:arran�erment, and securely fabricated assemblies. Construction s all be such that all coiductors are cone, ed within assemblies. Cable guides sha be used to support and protect cond ctors entering assembly through poles. All eads shall be coated with rust pre entive paint during assembly. 2. pport brackets, trunnions, and fittings shall be made f cast aluminum, steel, or cast non. Bracket parts except for stainless steel parts shall be iven one prime coat of metal primer and two coats of high quality Black exterior enamel. 3. Mounting assemblies shall be watertight and all open sebme is of the fittings shall be plugged with an ornamental plug and a gasket. 4. Mast arm mounting brackets shall be furnished with a complet adjustable stainless steel strap around arrn, malleable clamp casting, vertical support be, top and bottom signal head support with set screws, bolts, hole with rubber gromm in mast ann, and all incidentals necessary for complete installation. 112327-1 02890-12 March 15, 2004 5. Brackets for mounting the signal head on top of a pedestal shall provide support for both the tap and bottom of the signal head. F. Each signal shall be packed or crated separate and complete by itself. The outside of each package Pr" crate shall clearly show the manufacturer, type, cat` log number, Purchaser purchase i rder number and project. Mounting attachments may be s ipped separate from the signals, bu't the boxes or crates shall be marked clearly with theame information as the signals. Mounting attachments of different types shall not be mixe/ in one box or crate. 2.05.1— Traffic Signal LED's J A. LED Vehicle $ienal Module ` A. LED Vehicle Traffic Signal Modules shall comply wish the latest revision of the "Equipment\and Material Standards of the Institute of Tr sportation Engineers: Chapter 2a: VTCSH I art 2: Light Emitting Diode (LED) Vehicle/Signal Modules (Interim)" Note the folio` mg: • "Section S.Dimming (Optional)" is not requi d. • "Section 5.8 ailed State impedance (Optio 1)" is required. • Compliance wit all other sections of this sta lard is required. 2.0_5.2 - Backplates A. Backplates shall be 0.125 i ch thick thermoplast' and provide a minimum of a 5 inch black field around the assembly. rners of the back ates shall be rounded with a 2% -inch radius. B. Backplates shall be supplied th attaching b is or screws in sufficient quantity to securely _ hold the backplates to the signal Heads. 2.05.3—cAIuminum traffic Signal Pedestal T}p pedestal shaft shall be fabrica d of (aluminum tubing with a wall thickness of not less CZZ tl w Q.125 inches. Shaft shall have a\br shed aluminum finish. �> 1 ,1k shaft shall be attached to a squar cast -aluminum base with a handhole. The size of the }rnflliole shall be at least 8!! inches,6yX�G inches and equipped with a cover, which can be a ely fastened to the base with t�e uof simple tools. A Lug shall be provided near the �Uthatrtfkole to permit connection of VV6 Agrounding wire. ` The length of the pedestal, frotu�the bonot of the base to the top of the shaft, shall be 10 feet. The top of the shaft shall,Aave an oute diameter of 4'./z inches and shall be designed to receive a pole top mounting b L cket to a traf t signal. D. Pedestals shall be equipped ,6th all necessar. hardware, shims and anchor bolts to provide for a complete installation V/,ithout additional pas. E. The pedestal base shall be designed to mount%n four "',-inch anchor bolts spaced evenly around a 12'/4 -inch diameter bolt circle. 2.115.4 — Pedestrian Push Button Detectors A. Pedestrian push button detectors shall be of the dire t push without levers, handles or toggle switches. Buttons sl/'all be ADA approved, (ie, E Ez conmiunicator Navigator 2 wire push button station,,). The City of Iowa City shal l prov de custom voice message detail sheet. Push button detecl6rs shall be quality Yellow exterior e antel. 2.06 - Controllers / A. General Desigtf Requirements 1. Purpose? It is the purpose of Section A of these spNifications to set forth minimum design/and functional requirements for all actuate controllers included in this specOcation. 2. Electrical Requirement 112327-1 02890-13 March 15, 2004 a. Power Nominal Voltage and Current. The controller shall be designed to operate from a nominal 120 volt alternating current, 60 hertz power source. ii. Voltage and Current Ranges. The controller shall operate satisfa orily ,ithin a voltage range of 95 to 135 volts alternating current and a ' quency r, age of 57 to 63 hertz. b. Controller Connections. NEMA Connection Requirement. The ntrollcr shall contain a 'rcular twist lock type connector meeting the requ' ents of Part 3, Section TS 1-3.05 'Pin Connections", paragraph A. N Traffic Control Systems Sta and TSI -1983. c. Overcurreat rotection. The controller shall contain f nt panel mounted AC power' input fu c of suitable size to provide over-curr t otection. d. Automatic Reo 'entation. Lithe event of a powe nt option, the controller shall be capable of a to at' reorientation upon po r r urnption and shall require no manual initiation r switching. 3. Constancy of Intervals Minimum Requirements. e length of any interval or timing setting shall not change by more than +-100 milli conds from its set value, so long as the voltage and frequent of the power supply rd the ambient temperature inside the controller cabinet remain ithin the tolerances pecified in these specifications. 4. Interval Sequence a. General. The controller , required in the following t b. Required Interval Sequ programmable to provide overlaps as described in control systems. c. Skipping of Actuated Ph terminating phase, neith - next traffic phase, the tc interval sequence. Wever, once u causing the termin on may not be This does not,/ho,preclude the use position, shall phase to be disp been received.5, Interval Settillnctions Ovid he proper intervals and interval sequence as of ese specifications. he phase and interval sequence shall be o tlrr'ough eight phase dual ring operation with 4 test revision of the NEMA Standards for traffic prior to the end of the green interval of the or pedestrian memory indicates a need for the h comprise that phase shall be omitted from the green interval has been terminated, the phase or itted. 6 o recall switches which whZin the276n" lay even though no detectoatkjp hadt1 —t -=tc-:� CD <r— a. Provisi for Setting. The controller shall rovide for the sett;;g ' each intim, porta of interval, or function by means of ositive setting onr_a lyboayd. /meaning eyboard entry shall have a as friendl interface such t rl`aY in e y case the of a number being displayed shal be clearly evident with66-t reference the sequence of key strokes preceding th display and without reference to a anual or insh2iction sheet. The metlro of finding current data and of anging data shall be intuitive to the extent at little or no training is required d keystroke sequences do not need to be memorized except for security access codes. b. Location of Controls. The interval and function co trols shall be located on the front of the controller and shall be properly designa d as to the function each control performs_ 112327-1 02890-14 March 15, 2004 c. Required Intervals/Functions and Ranges. The required intervals, portions of intervals, and Americus for each phase of operation are listed in Table l , TABLE Functions and Timing to be Provided On Each Phase of Operation Minimum Range Increment (Sec.) mimum Initial aximum Initial fled initial Per Actuation ss�-e Time ini1� Gap 1 —99 C_-1-. 0-99 0-9 0-9 0-9 Time ToXeduce to Minimum Gap 0-9 Time Befoh Reduction 0 -99 Time Before educti Maximum 1 Maximum 2 Yellow Change Red Clearance Walk Pedestrian Clearance Red Revert (One Per * \, d. Interval and Funftion hid i. IndicatioLong life provided and appri detcnmr atton -- op contai d therein. Ir e. f. Pha�c(s) next Nsc(s) in service 0-99 1-99 1-99 0-9 0-9 0-99 0-99 tnitial may have fixed value of 30 Sec. h tial interval ehicle interval ellow change interval .Maximum termination .Gap termination 1.0 1.0 0.1 0.1 0.1 0.1 1.0 1.0 1.0 1.0 0.1 0.1 1.0 1.0 1.0 emitting diode indications or approved equal shall be Iv labeled on the controller to facilitate the Land termination of the intervals and functions oiNhall include but not necessarily be limited to the .Ped .Hold .Red c ii. Call Indication. hidication shall be provt e�d on the controller to display presence of vehicle call including memory an detector actuations and presence of a pedestrian call when pedestrian timing fimc ons are included. Vehicle Recall Switch(s). A recall switch shall b provided for each actuated vehicle phase which, when asserted, shall cause the au uratic return of the right-of- way to that phase in accordance with the specified intery 1 sequence. Maximum Recall Switah(s). The recall switch(s) shall p vide a maximum recall position which when asserted for a phase, shall cause the\automatic return of the 112327-1 02890-15 March 15, 2004 C_-1-. CD ra C:) _ . 3. o 41 N e. f. Pha�c(s) next Nsc(s) in service 0-99 1-99 1-99 0-9 0-9 0-99 0-99 tnitial may have fixed value of 30 Sec. h tial interval ehicle interval ellow change interval .Maximum termination .Gap termination 1.0 1.0 0.1 0.1 0.1 0.1 1.0 1.0 1.0 1.0 0.1 0.1 1.0 1.0 1.0 emitting diode indications or approved equal shall be Iv labeled on the controller to facilitate the Land termination of the intervals and functions oiNhall include but not necessarily be limited to the .Ped .Hold .Red c ii. Call Indication. hidication shall be provt e�d on the controller to display presence of vehicle call including memory an detector actuations and presence of a pedestrian call when pedestrian timing fimc ons are included. Vehicle Recall Switch(s). A recall switch shall b provided for each actuated vehicle phase which, when asserted, shall cause the au uratic return of the right-of- way to that phase in accordance with the specified intery 1 sequence. Maximum Recall Switah(s). The recall switch(s) shall p vide a maximum recall position which when asserted for a phase, shall cause the\automatic return of the 112327-1 02890-15 March 15, 2004 6. right-of-way to that phase for the duration of the maximum green interval in accordance with the specified interval sequence. g. Vehicle Detector Non -Lock Memory Switch(s). A switch shall be provided for each actuated vehicle phase which, when placed in the non -lock position, shall cause the vehicle detector memory circuit for that phase to be disabled. h. Pedestrian Recall Switch(s). A recall switch shall be provided for each actuated phase that includes pedestrian interval timing function, which when asserted, shall cause the automatic return of the controller to that phase and related pedestrian interval(s). i. Flashing of Pedestrian Clearance Interval Functions. Means shall be provided to ontrol the flashing of pedestrian signals during the pedestrian clearanc� interval(s). a. Ger ral. The controller shall be provided with suitable load switc es, external to the c troller\accord for closing and opening signal light circuits. Such s all be sufficient in quaprovide the interval sequence as described in Subs tion A.4.2 of this specifiSolid state load switches will be required for soli state controllers. b. ClosinOpening of Circuits/Minimum Capacity. Th closing or opening of signalshall be positive without objectionable d intervals, flickering of lights, icting signal indications. Each switch all have a capacity of not less thm res of incandescent lamp load at 12 olts AC. c. NEMe Si al Load Switch(s). External ja mounted load switches shall be providccord ce with Part 5, "Solid -St Load Switches", Sec. TS 1-5.01, NEMic Contr 1 Systems Standards, T -1983. 7. MMU Minimum Require ents. For actuat controllers of solid state design and construction or actuated c trotters unli ' rg solid state load switches, a separate external signal monitoring vice steal e provided to monitor the ocLmTcnce of conflicting Green or in indt ation ad shall cause the signalsq o info flas�„rin operation should such conflicts sed. This shall conform to , N-�vIA T� 1983. ThAi r shall have an D Screen and Ethernet port. c�-< 8. Flashing ols — ic7 <r a. Miniquiremen . Means xternal to the controller shall4c pmvid o �_ permiubstitut n of flashin signal indications for thrrbrml3specd intervnce. he indications to e flashed shall be as specified here or in the includsequence chart on the lans.All signals shall flash red. `i. Fate. Flashing shall be at t rate of not less than 50 nor more than 60 flr minute with approximate] 50% on and 50`,'/0 off periods. Flashing ranot vary so long as the po r source remains within the specified Capacity. The operation of the flashing ci uit shall be accomplished in such a manner as to avoid undue pitting or burning r other damage to load switches at 10 amperes of tungsten lamp load at 120]ts, 60 hertz AC for 50 million times. b. Control of Flasher Mode. i. Police panel switch. Operation of flash mode from police panel shall put operation of controller into Stop Time Mode. ii. Inside switch. An "auto -off -flash" mode switch shall be provided inside cabinet. 112327-1 02890-16 March 15, 2004 c. Flashing of Vehicular Signals. Flashing of vehicular signal indications shall be obtained from one or more flashers. each of which is a self-contained device designed to plug into a panel in the controller cabinet. If the flashing is provided by two flashers, they shall be wired to assure that the flashing of all lenses on the same approach is simultaneous. d. Flashing of Pedestrian Signals (Pedestrian Clearance). When pedestrian interval timing functions are included, means shall be provide to permit flashing of the DON'T WALK pedestrian signals during the pedestrian c earance interval. e. Solid State Flasher. A solid state flasher with no con act points or moving parts s It be provided. The solid state flasher shall utiliz zero point switching. This sha conform to Part 8, �TEVIA Traffic Control Syster} s Standards, TS1-1983. �9. Manual Cr trot. j a�Manual ontrol Enable. When specified, man al commands shall place vehicle calls and-destrian calls (when pedestrian till i ing is included in the controller's LLJ c� sequence of peration) on all phases, stop c troller timing in all intervals except p� vehicle cleara ees, and inhibit the operati of the external advance input during ` ``v vehicle clearane . r * }w Operation Withou Pedestrian Timing. When concurrent pedestrian timing is not 4ZD provided, one actua 'on of the intery advance input shall advance the controller to Green rest, from whi it will im diately select a phase next and advance to the Yellow Vehicle Clear, �e, subjee to the constraints of concurrent timing c. Operation With Pedest ',in T ming. When concurrent pedestrian service is provided, two sequential ac is tions of the interval advance input shall be required to advance through a Green terval, the first actuation shall terminate the WALK interval, and the secon sh 11 terminate the GREEN interval including the Pedestrian Clearance Int %al. d. Automatic Timing VehicleA Change/Clearance Intervals. All Vehicle Change/Clearance In rvals shall be tinted internally by the controller. Actuations of the interval adv a�fcc input during chicle Change/Clearance intervals shall have no effect on the co troller. 10. Stop Timing. Suita e input from auxiliary quipment or other external sources, shall cause cessation of ontroller timing during as. rtion of such input. Upon removal of such input assert' n, the interrupted interval, w ich was timing, shall resume normal timing. Provisi s shall be made to insure that the is no conflict between the various inputs' to this action which would result in a stop ' ne signal for one ring affecting the condition of tj�e other ring. 11. Coordination a. Mini t um Requirements. Means shall be provided Nvi t)iin the controller to permit its inter onnection into a coordinated traffic signal system when coordinating devices are added. As a minimum, this should include the provision of Yield circuit or Hold ei cuit. accessible to interruption by commands external to the controller. b. old Feature. The controller shall contain a Hold Feature which when asserted for a particular phase shall hold that phase in a rest condition. Upon release from the Hold, the phase shall iuunediately advance into the appropriate clearance interval or J other unexpired portion of the green, provided there is an actuation on an opposing phase. c. Force -Off Feature. The controller shall contain a Force -off Feature which, when asserted shall cause termination of the current phase provided that phase is in the 112327-1 02890-17 March 15, 2004 extension portion. In no case shall assertion of force -off cause termination in a clearance interval or during a minimum green for vehicles or pedestrians. d. NEMA Coordination Requirements. In addition to the minimum coordination requirements specified above, the controller shall contain the coordination features for the applicable configuration included in NEMA Traffic Control Syst ms Standard TS1-1983. Closed loop Compatibility. The controller shall be fully compatible with n Eagle Signal Company computer controlled signal system. It shall allow fu use of all ptional functions of that computer system. ( Tactics ) 12. Envir mental and Testing. a. Minimum Requirements. i. neral. The controller shall maintain all of its pro armed functions and timing intervals when the ambient temperature an tumidity are within the spec ied limits of this specification. ii. Ambi t Temperature. The operating ambient mperature range shall be from -30 de es to +165 degrees F. ii. Coolin eating Devices. No heating or ogling devices other than standard vent an(s) hall be required for proper o ration of the controller. IV. Humidity. e controller shall be des' red to operate properly within a relative humidity rang of 0 to 95% up to 1 degrees F. b. NEMA Requirement i. Environmental an Operating The controller shall fulfill the environmental and operating requi ments described in Part 2, Section 1, "Environmental and Operating Standa s" MA Standards TSI -1983. ii. Testing. The controller all fulfill the testing requirements as described in Part 2, Section 3, "Test Pr ce ures", NEMA Traffic Control Systems Standard TS1- 1983. 13. Cabinet Basic Constructio The controlle and all associated equipment shall be provided in weatherproo eYal cabinet of can -cut design and appearance. The controller cabinet m t be large enough o accommodate a future master control unit (under s arate contract, unless pecified in the plans). Cabinet shall have a 16 channel ack panel. The cabinet mu be fiber ready and video re0.dy anr>�thernet ready ith 1 Comtrol Rocketlinx ES 510 Ethernet switch with §)00 m€r§GIBX's incl ed. c d -+ :;z a. cc:1 i. onstruction Material. The cabin\d-1,t"fan ll be constructed�,AAheF or east aluminum. Door. A hinged door shall be prermitting comlettactes torth I of cabinet. When closed,d or shall fit closely torgasketing material, making the cabinet weathd st resistant. The do r shall be provided with a strong lock and key. The door shall be designed to be onl with the standard controller cabinet key currently used by the CIowa ity. A sample key will be made available to the successful biddiii. Auxiliary Door. A small, hinged andted "door lrdoor" shall be included on the outside of the main controlleThe auxil ary door shall not allow access to the controller, its assoequipment, or exposed electrical terminals but shall allow access toall switch pa el and compartment 112327-1 02890-18 March 15, 2004 containing a signal shutdown switch, a flash control switch, and other specified functions. The auxiliary door lock shall be equipped with a strong lock utilizing keys of a different design from those provided for the main cabi et door. The auxiliary door lock shall be designed to be open d only with the standard 'auxiliary door key used by the City of Iowa City. A sample key will be made available to the successful bidder. iv. oor Stop. The controller cabinet door shall be pr vided with a stop and catch ar angement to bold the door open at angles f both 90 degrees and 180 deg\eees,f 10 degrees. V. Mouthing Shelves. The cabinet shall cont n strong mounting tablets) or sliding\vay(s) to accommodate the mourttin of the controller and all included auxiliar}\equipmenf. The mounting facilit s shall permit the controller and/or auxiliary s�quipment to be withdrawn root the cabinet for inspection or C) maintenance, without breaking any ectrical connections or interrupting operation ofthe controller. rn l ' vi. Mounting Screoys. Screws used or mounting shelves or other mounting © � f� purposes shall nod rotrude bcyon the outside wall of the cabinet. _— �- vii. Outlet and Lightir� An electrical outlet shall be furnished and located in an �p accessible place near�he lion of the cabinet and each cabinet shall be provided CD with LED cabinet ]iging mounted in the cabinet in a manner which will r provide adequate lights;tt service all parts of the cabinet interior during nighttime hours Size, Ty $ and Mounting. i. Size. The cabinet sh. bepf such size to adequately house the controller, all associated electrical device and hardware, and other auxiliary equipment herein specified. ii. Mounting. The cabinet shall \be arranged and equipped for concrete base mounting. Base -hould be flush width the ground and a riser installed. Sufficient galvanized a ,hor bolts, clamps;�nuts, hardware, etc., as required for the specified mo nting type shall be furlaished with each cabinet. iii. Cabinet sh have a Ccmtrol Rocket 14 E58510 Ethernet switch for communication with City's Ethernet system'=.with 3 100 meg sfp devices. b. Ventilatio/. Two thermo atically controlled duct fan units wi a minimum rating of 100 CFM in free ah sh 1 be installed in the cabinet to provid forced air ventilation through the cabinet. he fan unit shall be mounted to the insi e top of the cabinet and shall be easily re oved and replaced without having to disnt1e any part of the cabinet or exhaus dA uct system. The thermostat controlling the f Vs shall be manually adjustable to tun%on between 90 degrees F and 150 degrees F w ith\a differential of not more than 10 d erees F between automatic turn -on and turn-off. Th fans shall intake air though filte-eed vents located near the bottom of the cabinet or�abinet door and exhaust it th ugh a weather-proof,, screened duct located near the to of the cabinet. Fiberglass t e dry filters shall be used to cover the air intakes into the buret. These filters shall Ac easily removed and replaced and be of standard dimension1contmercially available. The filters shall be provided with positive retainment on all sides to prevent warpage and envy of foreign matter around the edges. \ c. Connecting Cables, Wiring and Panels. 112327-1 02890-19 March 15, 2004 i. Connecting cables. Electrical connections from the controller (and auxiliary devices when included) to outgoing and incoming circuits shall be made in such a manner that the controller (or auxiliary device) can be replaced with a similar t without the necessity of disconnecting and reconnecting the individual fires leading therefrom. This can be accomplished by means)a� a rnuiplclug,a spring -connected mounting or approved equivalentrangemcntorre lation shall be made with connecting cable plug and coucr jack as d cribed in Subsection 2.2., Section A of this specification. In a dition to the above, a mating plug/cable assembly shall be rovided for all conn ctors on the controller (or auxiliary device). ii. Panels and Wiring. Each cabinet shall be fumislied dh suitable, easily accessib�rz iring panel(s). All panel wiring shall be neat arranged and firm. a) WiTerminals. Terminals shall be provided as a minimum, for the with N.E.C. cartridge fuse re Fircuit breaker, with integral power tine Terminal, u fused, for the neutral side Terminals an bases for signal load sp circuits. Terminals and se Terminals for de c Terminals for all r Terminals for all cc Terminals for all N Terminals for all it which may be in ac for signal >r cables. fuse, power line switch or line switch, for the incoming incoming power line. and outgoing signal field and outgoing signal field circuits. au. nary- equipment. m nitor inputs and outputs. fined inputs and outputs id outputs defined by the controller manufacturer to the NEMA defined inputs and outputs. b) Clearance Betwee Term als. Adequate electrical clearance shall be provided bciwee terminals. The controller, auxiliary equipment, panel(s), terminals and ier accessori s shall be so arranged within the cabinet that they will faci tate the entrane and connection of incoming conductors. c) Signal Circ it Polarity. The or going signal circuits shall be of the same polarity the line side of the ower service; the common return of the same p arity as the grounded sid of the power service. d) Grou in Conductor Bus. An eq ipment grounding conductor bus shall be ovided in each cabinet. The b s shall be grounded to the cabinet in a approved manner. d. Fusing a Surge Protection. i) In ming AC Line. Suitable overct ethods described in Subsection A. Branch AC Circuits. Suitable overcurrent pr for each of the following AC power line input 1. Controller mechanism 2. Cabinet fan 3. Conflict monitor 4. Detector amplifiers 5. Flash transfer 112327-1 02890-20 rotection, utilizing one of the shall be providect�a,%vith led Q) r ;tion devices 11provr e r tits: c-)-< =� �s o r ryM ©� ca ut cn March 15, 2004 0 LLJ ..j LL iii) Light & Outlet Fuse. A 15 ampere fuse and indicating type of fuse holder, wired in advance of the main circuit breaker for protection of the AC power input circuits to the cabinet light and the convenience duplex receptacle shall be provided.The Cabinet lighting shall be a LED type. iv) Surge Protection. High energy transient surge protection shall be provided on the incoming AC power lines in order to minimize potential controller damage. This shall be a gas discharge lightning arrestor - 200-4 volts. A second such device shall be provided on the AC power line to the cc troller unit. Must have ED indicator. e. Paintr g. The cabinet shall be natural; unfinished uminum. All mounting a air chin tits shall be natural, unfinished aluminum o finished with two coats of ca high gra aluminum colored paint. ca . ¢ Plastic En lope. A heavy-duty clear plastic envel pe shall be securely attached to a - W,- the the inside w 11 of the cabinet door. Minimum dit ensions shall be 11 inches wide x CD c D t— t4 inches deeltt. Cabinets Ita 11 h ve a battery back system r -t shall run or flas the signals. Batteries a exterior mount ca et.UPS shall be Ether et ready. 14. Guarantee. The equips ent all e new. ol the latest model fabricated in a first-class workmanlike i a o quality material. The manufacturer shall replace free of charge to t ny part that fails in any manner by reason of defective material or workid nship wi in a period of 18 months from date of shipment from the supplier's factory, b t exceed one year from the date that the equipment was placed in operation after 15. Wiring Diagrams and Docun One documentation package additional copies will be sup following list of items for th conflict monitor, load switc' a) Complete schematic rap automatic transfer switch. The unit i shall be mounted in a small side furnished sh nncr from g c purchaser not and supplied in each controller cabinet and three office use. Each package will consist of the \ind load facility and for each model of controller, b) Complete physical d scription of ur c) Complete installati n procedure for d) Specifications an assembly proce and current for unit supplied. any attached or associated equipment required for opt tion. e) Complete mai enance and troubleshooti\1p roce f) Warranty and uaxantee on trait, if any. g) Complete p fonnance specifications (both e ctr h) Comple[e arts list -listing full names of ;ei universal art numbers such as JEDEC; RF-TM4, i) Pict/raffic of components layout on chassis or circ\ j) Comstage-by-stage explanation of circuit th B. Multi -Phase Actuated Controllers(SEPAC M52 wi 1. Pu/ated It is the purpose of this section of the sr de nd operating requirements for multi -phase ac traffic signal controllers. 2. General Design Requirements. The General Design specification shall apply in addition to certain c requirements hereinafter described. 112327-1 02890-21 cal and mechanical) on unit. dors and pans not identified by or EIA. it boards. Vcryand operation. .Sla firrnwarc) fications to set forth minimum ,C) through eight phase) traffic ,ments in Section A of this operational and functional March 15, 2004 _' a. NEMA Design Requirements. The controller shall be designed in accordance with the applicable requirements, included in NEMA Traffic Control System Standard TSI -1 b. Control er Interchangeability. Interchangeability of controllers furnished under this specific ion shall be achieved by connector plug interchangeability as designated in Part 3, N A Traffic Control Systems Standard TSI -1983. c. Maximum ontroller Dimensions. The controller shall be no more than 19 inches wide, 13 inc es high and 11 inches deep. Operational Requt ements. a. Mode of Ope tion. The controller shall provide the multi -phase operation described in Su ections land 2 of this section of the specification and sl all be . fully activated wit means of receiving actuations on all phases. The traffi signal controller shall be apable of Volume Density operation. The controllers Il have variable initial and ime waiting gap reduction features. The-controlt c hall also have dual maximu extension capability. Controller shall ib readd Ethernet ready 3>=4- b. The controller shall al, permit a non -actuated mode of ope�' c;m—any Mf is phases by assertion of th vehicle recall function (or pedestrian fuxlgtion yn such function is present) the desired phase. It c. Call to Non -Actuated Mo e. The controller shall feat e an'-ijiput which, when asserted, shall permit the se ection of note -actuated m e of operation any of its phases. d. Operation With Auxiliary F ctions/Devices. e controller shall be capable of having its basic operation e anded or au ented by the addition of auxiliary functions or devices. e. Minimum Green i. Actuated Phase. The minima Been shall consist of an initial portion Only, or a separately set Minimum C e function. If pedestrian functions a provi ed and a pedestrian actuation is received, the Minimum Green shall onsist of a WALK interval plus a Pedestrian Clearance interval. it. Non -Actuated P ase. In the non -a tyated mode of operation, the Minimum Green on the on- actuated phase sl )1 be equal to the values described for Actuated P ses in the preceding para. -aphs or shall be equal to a separately set Minima Green function. I. Unit Ext sion. The actuation of a vehicle d ector during the extendible portion of an act A ted traffic phase having the right -of -N k y shall cause the retention of right- of- y by that traffic phase for one Unit Ext nsion portion from the end of the �Auation but subject to the Maximum (extension limit). g/Maxinnun (Extension Limit). The Maximum or to maximum duration of time the right-of-way can e successive detector actuations spaced less than a Un t h. Initiation of Maximum (Extension Limit). The Tann limit shall commence (1) with the first actuation or on a traffic phase not having the right-of-way or (2) interval if an actuation or other demand for righ registered on a traffic phase not having the right Maximum may commence at the end of the initial nor 112327-1 02890-22 ision limit shall determine the extended for a phase having Extension portion apart. of the Maximum or extension ther demand for right-of-way t the beginning of the Green - -way has been previously o way or, alternatively, the :ioi of the Green interval if an March 15, 2004 actuation or other demand has been previously registered on a traffic phase not having the right-of-way. i. Transfer of Right -of -Way. The actuation of any detector on a traffic pha e not having the right-of-way shall cause the transfer of the right-of-way to that raffic phase at the next opportunity in the normal phase sequence provided that ere has been an expiration of a Unit Extension portion with no continuing acro ion or an expiration of the Maximum (extension limit) timing on the preceding rase having the right -of- way. j, ange Clearance Interval(s) Prior to Transfer. The transfer of C„ ht -of -way to any (7) con icting phase shall occur only after the display of the appropriate change ,ocleara cc interval(s). Re:an sence of Actuation. �. r' i`i Minitn Rest. In the absence of detector ac tion or assertion of recall . _ o switch(s the right-of-way indication shall rem " (rest) on the traffic phase on T 7—c7 which the st actuation occurred. LL U ii. Rest in All- ed. In the absence of dere r actuation or assertion of recall switch(s), the mroller, after display of t appropriate clearance interval(s) on the last phase avmg the right -of -w• shall rest in Red (and associated Pedestrian DON' WALK indicatio on all phases until detector actuations are received. 1. Memory Feature. Unless reel de the operation of non -memory feature, the following memory retention hall b rovided in the controller. i. Memory Change During 1- rr cc Inten al(s). An actuation received during a change clearance interval a traffic phase shall cause the right-of-way to return to that phase at th no opportunity in the normal phase sequence. ii. Memory If Phase Ter in teAy Maximum (,Extension Limit). If the right-of- way is transferred y Pie operton of the Maximum or extension limit, the traffic phase losii right- f way shall again receive it without further actuation at the n t pportunity m c normal phase sequence. m. Pedestrian Timing pef aeon. When pede trian timing functions are specified in the General Design e fiirements, Section yA of this specification, the following pedestrian Punct' n aeration shall be prmi d. i. Pedestriat TiZning With Non -Actuated Kase. In the non -acetated mode of operatio WALK interval shall be'provided simultaneously with the associa d inintum Green interval of thnon-actuated phase. A flashing ;ON' }ALK Pedestrian Clearance Interval\shall follow the WALK interval, duri g ltich the Green traffic phase continues o be displayed. ii. Pe e tian Timing With Actuated Phase. 'hen pedestrian actuation is r c red, a WALK interval shall be provided co currently with the associated on traffic phase interval. A flashing DON'T ALK Pedestrian Clearance teal shall follow the WALK interval during wh ch the Green traffic phase > 6minues to be displayed. 3. Condition in Absence of Pedestrian Call. In absence o ' pedestrian actuation or assertion of pedestrian recall function, pedestrian sig a1s shall remain in a DOAr'T WALK condition. iv. Recycle of Pedestrian Functions. In the absence of opposing phase demand, it shall be possible to recycle the pedestrian interval functions to succeeding pedestrian actuations without change in vehicle indications. 112327-1 02890-23 March 15, 2004 v. Pedestrian Actuation Memory. Pedestrian actuations received by a phase during steady or flashing DON'T WALK indications of that phase shall be remembered and shall cause the controller to provide pedestrian timing functions for that phase at the next opportunity in the normal phase sequence. V . Non -extension of Pedestrian Intervals. Successive pedestrian actuations shall not cause extension of the pedestrian intervals. n. Ad need Operational Features. When certain advanced operational features are sped ed in the General Design Requirements, Section A of this spe ification, the contro r shall provide the following operation. i. Volu e Density Operation. a) Va 'able Initial. Utilizing the specified mode select d to provide this fund 'on, the controller shall enable an increase in ming of the Initial portio of the Green interval of a phase based upo the number of traffic actuati s stored on that phase during its YELLOW and RED interval. b) Time iting Gap Reduction. Utilizing th functions specified, the controller hall enable a reduction in the Ext sion portion of the Green interval of he phase having the right -of- w y in proportion to the time elapsed from the registration of an actuatio on an opposing phase or from the beginning f the Green interval, whit ver occurs later. ii. Dual Maximum (E erasion Limit) Operati n. Assertion by external command for the operation o a Maximum II ction for a phase shall cause the controller to provide e timing value or that function in lieu of the normal maximum value. _ o o. NEMA Operational Require r rats. In ddition to the basic operai2mil re.�Suircnlgp,�ts specified above, the controll sl 1 provide the operation, tPtuFes for thr applicable configuration include 'n the NEMA Traffic Contro1__S_Ater?& Stan= TSI- 1983. —tt�„• 4 4. Functional Requirements. '� M a. Basic Fwictional Require rats. Fun tional requirements for th I+u9ti-lob e traf c actuated controller shal e as speci d in the General Design Requirements in Section A of these spe fications. `, b. NEMA Functional equirements. In ad tion to the basic functional requirements specified above, he controller shall p vide the functional features for the applicable con f ration, included in the N MA Traffic Control Systems Standard TSI -1983. c. Overlaps. ^hen required by the interval se uence chart in the General Design Require nts section of these specifications, erlap(s) shall be provided by the contra r and may be implemented via internal o xternal logic. ;an ance operation. P emption. A minimum of two preemption inputs hall be provided. These shall e designed for railroad or emergency vehicle pree rption and shall provide the ability to set the delay before start of preempt seque cc and the duration of the preempt sequence. It shall also be possible to define the tatus of each phase as red, green, flashing yellow, or flashing red during the preempt n period and to provide orderly transition into and out of the preemption period. b. Coordination. The controller shall be capable of emulating a dial/3 split/3 offset pretimed controller coordinated with a 9 wire interconnect systei . c. Time Base Functions. The controller shall have the capability to provide internal time based coordination. In addition it must provide a minimum of two auxiliary 112327-1 02890-24 March 15. 2004 outputs controlled by the time base coordination which can be fully programmed on a time basis to control external devices on a cycle by cycle, time of day, day of week, and/or holiday schedule on an annual basis. 6. Remote Flash. A remote flash input is required which will provide for the remote implementation of flashing operation consistent with the requirements of the MUTCD. This shall include a means of programtning a "Flash Entry Phase"' and a "Flash Exit Phase." 2.07 - Inductr -e Loop Vehicle Detector. Not normally used. A. Desi Requirements 1. Op ation a. G feral Sha be card rack style. The d actors shall be designed to operate with loop . �d lead-in wire combinations having wide variation in electrical characteristics The electrical characteristics are a fin\Ied-m the length and width of the loo , the length and type of lead-in wires, anactors. The detector shall oper to with the usual configurations of loops anwires, standard with the TV artment, which have a 40 to 700 microheninductance. The dete1 provide reliable detection and maintain an output indication for a period of not less hall three (3) minutes fr5r a vehicle that causes a 0.02% change in the total inductanc of the loop and lea -in system as measured at the detector loop —input terminals. Th detector /hallxide operation as above with a loop system uhaving any or all of th followicteristics: 1) A shunting resistan e of 1ms or greater to a con non or circuit ground bus. - 2) A loop system quality Facof not less than 5.0, when connected to the LL C)A" detector being tested. is defined as the ratio of the resonant operating s frequency over the half- wer bandwidth. 31 A total or equivalent dtt once within the range of 40 to 700 mtcrohennes at the detector loop inp teritu als. A sensitivity adjusur ei}y or sclect� r shall be provided to allow 'selection of a high, medium or low sensitii , ty adjustme t. b. Loop En/dn an Detector Sensin Circuits. The detector shall provide reliable detection d motor vehicles. The detector shall provide an input (switch Closure n vehicles are passing r stopped over the loop and shall detect all vehicles ver the loop at speeds u to 80 miles per }tour. i) Turnen first turned on, while ming or being tuned, the detector shall provtinuous output pulse (switXh closure), plus a visual indication, in bothence and pulse mode's of operation. On power failure, orloop failuould cause the inductance to xeced the tuning range, the detector mu place a continuous call. ii) F equenev. To prevent mutual interference crosstalk". the detectors shall be rovided with a three position frequency mode witch on the front panel. it Automatic Tuning. The detector shall be desig ed to be initially tuned to the loop and provide for automatic drift compensation` iv) Weather. The operation of the detector shall not baffected by changes in the inductance of the loop caused by environmental Manges, such as rain, hail, snow, temperature humidity, nor shall the sensitivity be markedly affected. 112327-1 02890-25 March 15, 2004 c. Accuracy. The detector shall be able to detect all licensed vehicles, including motorcycles, accurately. 2. Detector Output. The detector output (switch closure) to the associated traffic control equipment shall be provided by means of a relay. The relay shall have a mechanical life of at least 1,000,000 operations. The contacts shall have a rating of at least 1.0 ampere at 120 volts AC or DC. 3. ower Supply. The detector shall be designed to operate on a 110 commercial 60 -hertz wer line over a voltage range of 100-125 volts. The primary of the power supply tr nsformer shall be fused with a 1/4 inch diameter, 1 1/4 inches long, 250 volt fuse of sui ble current rating. An extractor -post fuse- holder shall be provided. The fuse ratin shall be marked by the fuse holder. 4, Visua Indicator. A long life light emitting diode shall be used to provide a visual indican of each vehicle detection. Lamps shall be easily replaceable with tit the use of tools. he indication must be readily visible in the indirect sunlight. All indicat lights shall have a minimum design life of 20,000 hours rated voltage unless an O -OFF switch is provided to control the lights. If an -OFF switch is provided, the esign of the lights need be only 1,000 hours at rated r ltage. 5. Dielectric Stre th. The detector shall withstand a diclectri� strength test of 1,250 volts, 60 hertz p second, AC applied between the 120 VAC ne-supply circuit and the tenninals for the e tcrnal loop for a period of one minute 6. Interchangeability a d Design Life. All modules and c portents of the same type shall be interchangeable. The design life of all compo ents, under conditions of normal operation, shall not be ess than five years. o 7. Delay Call. The detec feature, shall be capable predetermined period of second minimum on the during the green interval B. Enclosure when specified of he bid form, to hai�taj"Dcjayed.(.fll" -igznoringavehic actuation un less itpe�iisrsjforyrorethala ne. The pred ermined time shall be ad�rAle8om 0IM-25 nt panel. he "Delayed Call" featured be mope ve 1. General. A dustproof, meta] os' the detector. The enclosur shall c field cabinet. The detec r shall n t 2. Detector Units. Det or units shal four loops) in ser' s or parallel or visual indicatio of a call and w adjustment. e related to the amplifier. r ri -0 ue shall be provided to enclose" -all elecfr'ibal parts of V.J designed for placement on a shelf in a weatherproof be position sensitive. be designed for use with loop combinations (two to nes-parallel). The detector model shall have a I ll not require external equipment for tuning or 3./ies all size enclosure and the esirable. Single detector unit eep.4.ch detector shall be marked er, and serial number. The ll be included in the marking. to stack the enclosures, one on top of I not be larger than 6 inches by 3 inches the manufacturer's name, model, catalog, kcal input rating (voltage, frequency, and C. j4ut/Output Receptacle L Function Assignment. Input and output connecti0 s for the detector shall be made to a type MS-3102-A184P box receptacle with 10 trial contacts. A plastic cover shall be provided on the receptacle. The pin positions oft input output connector shall be assigned as follows: 112327-1 02890-26 March 15, 2004 2. Plug1\and Cable. A plug, type M5 -3108-B with type IPS insert, with 10 female contacts shall be furnished, wired, leads of leads of #1 AWG stranded, color -coded wire with 300 volt insulation. A type MS -3057-10 'able clamp and boot shall be provided for strain relief. The leads shall be 5'0" in 1 ngth, the first 16 inches of leads, from the p g, shall he enclosed in cotton braiding No terminals are required on the leads. D. Components 1. Inductors and Tr rsfornrers. All inductors d transformers shall have their windings insulated and shall\be impregnated to excl de moisture. All wire leads shall be color coded. 2. Resistors and Capacitdrs. All /capa and capacitors shall be insulated and shall be marked with their resistance ornce value. Resistance and capacitance values may be indicated by th&,Radonics Television Manufacturer's Association {RETMA) color codes. Ali elecapacitors shall be marked to indicate polarity and voltage. 3. Printed -Circuit boards. All p rated -circuit boards shall be at least 1/16 inch thick and shall be made of glass-clo silicone. National Electric Manufacturers Association ass o (NEMA) type G-10 glxy or equivalent. The conductor material shall be copper, 0.0027 inch thick, havi a weight of 2.0 ounces per square foot, with a protective solder coating. All pr'tted-circuit board connectors (male and female) shall be gold plated ove/tOpre p base. The printed circuit -boards shall be securely mounted in such a wagent flexing or bending of the boards, and shall be easily removable for serviciacement. 4. Wiring. Annecting wire shall be insulated #22 AWG or larger, suitable for 180 degrees F .5. Solid Stata. CompTransistors, integrated circuits, or semi- conductor diodes shall be used/tor all amplifying, detecting, rectifying, counting logic, and regulator circuits. Yvacuum or gas tubes shall be used except for pilot lights. Transistors, grated circuits, and diodes shall be marked with their type number and shall be Ypes listed by the Radio Electronics Television Manufacturer's Association (RLT1b1A). No electromechanical timers, synchronous motors, or relays shall be employed, except as specified in Section 1-B. b. Proprietary parts. All electronic and electrical components must be of standard manufacture and available from a source other than the manufacturer of the loop detector unit. 112327-1 02890-27 March 15, 2004 Pin No. Function A 120 VAC (-) CLI B Output Relay Common e�) C 120 VAC (-) �rD Input from Loop CL —E L�j input from Loop +>: F Output Relay N.O. Relay N.C. S�—C� G Output LL t—Q A Chassis Ground 7 G�" I Spare J Spare 2. Plug1\and Cable. A plug, type M5 -3108-B with type IPS insert, with 10 female contacts shall be furnished, wired, leads of leads of #1 AWG stranded, color -coded wire with 300 volt insulation. A type MS -3057-10 'able clamp and boot shall be provided for strain relief. The leads shall be 5'0" in 1 ngth, the first 16 inches of leads, from the p g, shall he enclosed in cotton braiding No terminals are required on the leads. D. Components 1. Inductors and Tr rsfornrers. All inductors d transformers shall have their windings insulated and shall\be impregnated to excl de moisture. All wire leads shall be color coded. 2. Resistors and Capacitdrs. All /capa and capacitors shall be insulated and shall be marked with their resistance ornce value. Resistance and capacitance values may be indicated by th&,Radonics Television Manufacturer's Association {RETMA) color codes. Ali elecapacitors shall be marked to indicate polarity and voltage. 3. Printed -Circuit boards. All p rated -circuit boards shall be at least 1/16 inch thick and shall be made of glass-clo silicone. National Electric Manufacturers Association ass o (NEMA) type G-10 glxy or equivalent. The conductor material shall be copper, 0.0027 inch thick, havi a weight of 2.0 ounces per square foot, with a protective solder coating. All pr'tted-circuit board connectors (male and female) shall be gold plated ove/tOpre p base. The printed circuit -boards shall be securely mounted in such a wagent flexing or bending of the boards, and shall be easily removable for serviciacement. 4. Wiring. Annecting wire shall be insulated #22 AWG or larger, suitable for 180 degrees F .5. Solid Stata. CompTransistors, integrated circuits, or semi- conductor diodes shall be used/tor all amplifying, detecting, rectifying, counting logic, and regulator circuits. Yvacuum or gas tubes shall be used except for pilot lights. Transistors, grated circuits, and diodes shall be marked with their type number and shall be Ypes listed by the Radio Electronics Television Manufacturer's Association (RLT1b1A). No electromechanical timers, synchronous motors, or relays shall be employed, except as specified in Section 1-B. b. Proprietary parts. All electronic and electrical components must be of standard manufacture and available from a source other than the manufacturer of the loop detector unit. 112327-1 02890-27 March 15, 2004 6. Temperature. The temperature of components shall not cause any appreciable reduction in component life when the detector is operated in an ambient temperature from 20 degrees to 180 degrees F. E. Workmanship 1. The encloser -and all modules shall be fabricated, assembleZandwireda workmanlike annerF. Documentation 1. Contents. A docmentation package shall be supplied in each contrhe inductive loopvehledetectors which shall consist of the following a) Complete schem is diagram, accurate and current for unit s plied. b) Complete physical ascription of unit. c) Complete installatio\sp re for unit. d) Loop specificationsassembly procedure. e) Complete maintenaoubleshooting proced es. f) Warranty and guarait, if any. g) Complete performacations (both el trical and mechanical) on unit. h) Complete parts list -11 names of ve dor 'and parts not identified by universal part numbs JEDEC MyVor EIA. i) Pictorial of components layo on j) Complete stage -by -stage expla ati 2. Number of copies. At least three fu 1 unit model shall be supplied to the E 2.08 - Equipment And Materials A. Equipment and materials shall/ft' existing equipment, or equipmeethe product of reputable manufaof the ENGINEER. PART EXECUTION 3,01 - General A. The CONTRACTOR complete and operati Contract Documents/ -cuit boards. theory and operation. m packages for each detector sensing ack unless the plans proy.)de fo=-die use of others. New equipment aBaateEals sh e ical equipment and shall ��th� proval f c-�-C -r— v C-0Ln v It furnish and install all e uipment and materials ne nary for a signal installation as show on the plans and described in the B. The CONTRAC R shall be a licensed electrical cyntractor in accordance with City Ordinance and aAherence to local Building Code shall be et. C. CONTRACT Qualifications Trained an experienced personnel shall supervise the fiber optic cable installation. Qualified echnicians shall make the cable terminations and plices. The CONTRACTOR upon re east of the ENGINEER shall provide documen ation of qualifications and experi ce for fiber optic equipment installations. The ENGI EER shall determine if the /ce ACTOR is qualified to perform this work. The CONTR CTOR shall have attended d fiber optic training class mandated by the specifications rior to starting work. NTRACTOR will be responsible for incidental sidewalk moval and replacement to complete the signal construction. All waste maters 1 and debris shall be of at a sanitary landfill at the CONTRACTOR's expense. ental parts which are not shown on the plans or specified h -ein, and which are necessary to complete the traffic signal, or electrical systems, shall be fun shed and installed as though such parts were shown on the plans or specified herein. All ystems shall be 112327-1 02890-28 March 15, 2004 iz LU LAS complete and in operation to the satisfaction of the OWNER at the time of completion of the work. F. The CONTRACTOR shall perform all work required and furnish all labor, materials, equipment, tools, transportation and supplies necessary to complete the wo in accordance wit Contract Documents. The ENGINEER or his representative shall h ve full freedom to bseive all phases of the work performed by the CONTRACTOR a d to discuss all matt rs dealing with the quality and progress of the work G. The S andard Specifications for Highway and Bridge Construction, Trent Series, Iowa Depart cnt of Transpoi ation, as modified by these contract docume is shall apply to this Special F�ovi Sion. The above specifications are refined to as the Standard 21"andard Specifications shall not apply to this section. 1 The- fcAwing Iowa Department of Transportation Si ra1s6 be considered apart of these Special Provisions. t' a)>w Specif ation 5025 r o SupplenVirta 1 . Construlon coq SpccificalI t d) General Su H. The installation of t Uniform Traffic Cont I. The video detection documented in install J. Miscellaneous Equipe Part I of the Specifications shall Specification for Traffic C trols for Street and Highway and Maintenance Operations, Nlkch 26, 1991. 5040 Ientental Specification for ,onstruction Projects,, January 7, 1992. e signals and signs sh be in conformance with the "Manual Of S�1 Devices for Streets d Highways", 1988 edition, latest revision. 'rstem shall be ins lied as recommended by the supplier and as tide materials prov' ed by the supplier. The CONTRACTOR sh equipment to make a o standard sheets, standard industry. furni/ad d install all necessary miscellaneous connectors and fete operating installation in accordance with the plans, �ific, special provisions, and accepted good practice of the 3.02 - Qualifications, Service Calls, An Varranty A. CONTRACTOR's personn areucquired to be knowledgeable of the traffic signal controller operation and wiring. C strollr manuals and wiring schematics will be provided to the CONTRACTOR for his se on they project. These documents must be returned undamaged at the end of the project. `t B. The Traffic Engi Bering Depa ment will provide part-time observation of the CONTRACTOR's oxk. The Depa,ment's representative will be available during normal working hours (7:00 A.M.-3:30 P.M.) to review the CONTRACTOR's work. CONTRACTO shall provide four ho rs advance notice to the Department for review of the wny ork. Aservice calls or revie of the CONTRACTOR's work outside of the Department', normal working hours will e billed to the CONTRACTOR. C. The Traff Engineering Department w 1 during e project. If it is deters rn < CONT CTOR's work, then the CONTRA( equi ment required to correct the ntalfimctio- D. The CONTRACTOR shall guarantee all his or materials as specified in the Contract Does 3.03 - Concrete Rases For Poles And Controller continue to provide service call maintenance 1 that the malfunction was caused by the ,TOR will be billed for the materials, labor, and 112327-1 02890-29 and `or damage. ork against defects due to poor workmanship March 15, 2004 A. Concrete bases for poles and controllers shall conform to the plans and Section 2403 of the Iowa DOT Standard Specifications. B. Excavations for bases shall be made in a neat and workmanlike manner. Whenever the excavation is irregular, forms shall be used to provide the proper dimensions of the foundations below grade. Construction of the bases may require hand excavation to verify location of utilities. C. e material for the fomes shall be of sufficient thickness to prevent warping or other Ie ctibns from The specified pattern. The forms shall be set level and mea shall be provi d for holding them rigidly in place while the concrete is being placed. en located n a co inuous sidewalk area, the top of the pole bases shall beset flush with t e sidewalk or D. All reinforcing bars, conduits, ground rods, and anchor bolts shall be A stalled rigidly in place beforeoncrete is placed in the forms. Cap and protect conclm ends before placing concrete. E. Anchor bolts f\spe nal poles or the controller shall be set in p cc by means of a template constructed tohe anchor rods in accordance with the anufactuier's requirements. The top of theall not vary more than 1/4 inch. The enter of the template and the center of the coase shall coincide unless the ENGI ER directs otherwise. F. The top of the base shaN be finished level and the top e ges shall be rounded with an edger having a radius of 1/2 i ch. The exposed surface the base shall have a wood floated surface finish. Exposed oncrete surfaces shall cured using white -pigmented curing compound or plastic film nleting the requirem is of Article 4106.02 of the Iowa DOT Standard Specifications. G. The bottom of the foundations Where the foundation or base ca obstruction, the CONTRACTOR may be designated by the ENGIN] H. After the concrete is placed in the eliminate all voids. I. After the foundation or base has bases s all rest securely on firm undisturbed ground. t be nstructed as shown on the plans because of an 1 uy other effective methods of supporting the pole as 9fn, 't shall be vibrated with a high-frequency�gbrator to c� n pour , absolutely no modificatioi y t may made. It the anchor bolts, co dun, or any p rt of the foundation or bamiinsfaled iYSmn incorrect manner as detenni ed by the ENGI ER, the cntire foundatrore u� b shad be removed and a new found on or base installed. he CONTRACTOR s�ear�ll colf replacing work deemed satisfactory by the ENG EER. �? c,s J. Unless otherwise spec' red, anchor bolts for poles w ere arms are to be:perpcndldular to the centerline of the stre shall be installed so that a line hrough the center of one-unchor bolt farthest from the c -b and extended through the center the adjacent anchor bolt closest to the curb will be erpendicular to the centerline of the s eet to within two degrees of arc unless otherwis snecified. K. Prior to setti poles, the anchor bolts shall be covered in su a manner as to protect them against dam ge and to protect the public from possible injury. L. Each ba- location shall be approved by the ENGINEER pr r to construction. Base dimens' ns shown on the plans are minimum dimensions and based n stable soil conditions. Shou extremely loose or sandy soil be encountered, the CONTRA OR shall contact the EN INTER for necessary base alterations. M. ere shown on the plans, the CONTRACTOR shall remove the top o xisting mast arm footings, anchor bolts, and conduits to 36" below the existing top of b or edge of pavement elevation. Waste materials shall be removed from the site an disposed in accordance with local regulations. Backfilling for the removal shall be performed with 112327-1 02890-30 March 15, 2004 mechanical compaction equipment meeting the requirements for backfilling conduit. The upper 6" of the removal area, if outside the proposed pavement, shall be backfilled with black irt. 3,04 - Handholes A. Handhole\shall be either built in place in an excavation made in a /wornlike manner orshallbe' precast unit conforming to the requirements of the planB. When the u e of fortes is required, they shall be set level and thickness to prevent %A a pt ig or other deflections from the specified pattern. Al be provided for holding the rigidly in place while the concrete is being placedC. The ends of all nduit leading into the handhole shall fit approximes beyond the inside wall. A d in conforming to the dimensions shown on thee constructed in the bottom of th> handhole unless otherwise specified. 7 D. Frames and covers or handholes shall be set flush with the dewalk or pavement surface. When installed in a earth shoulder away from the paver nt edge, the top surface of the handhole shall be app oxinrately one inch above the surfa of ground. When constructed in unpaved driveways, tl e top surface of the handhole s 11 be level with the surface of the driveway. E. All conduit openings in the handholes shall be /sead with an approved sealing compound after the cables are in pla e. This compound sha readily workable soft plastic. It shall be workable at temperatur s as low as 30 degreend shall not melt or run at temperatures as high as 300 degrees Plas is loop handhole struction shall meet the requirements for the precast handhole detail in tl plans except tl t cable hooks will not be required. Openings for conduit access shall be dr leZ.. e outside diameter of the conduit. F. Grout conduit access after inst cont, G. Install galvanized cable hooks i with the handhole. 3.05 - Conduit A. Conduit shall be placed as showns. B. Unless approved by the ENGIuit shall be installed without change in direction directly from one structure tohange in direction may, be allowed for physical restrictions such as right-of-�%� restrigtions, utilities, location of roadway slopes, retrofitting existing conduit stubs, and c/ tain shot sections of conduits. C. Nipples shall be used to eurinate cutntand threading where short lengths of conduit are required. Where it is nee scary to cut an thread steel conduit, exposed threads wit be field galvanized. I D. All conduit and httin s shall be free from\systt`e119�,bY and rough places. Standard manufactured elbows, nipples, to reducers, bends, cos, union, etc. of the same materials and treatment as the st I ight conduit pipe shall bly connected to the conduit. E. All conduit ends hall be provided with a bto protect the. cable from abrasion, except ,for open ends o conduit being placed for fse. Bushings shall have grounding fittings cwhich shall b/ connected to the grounding a #6 ground wire as contained in these spcclfi ationg. Fri AI W'd tduiyhlaced for future use shall be threaded ad capped with threaded metal pipe caps. (i�All� tll�its shall drain, except for specific Ioc4tions approved by the ENGINEER. �_ C CTOR will not be allowed to bend conch, upward to accomplish the conduit --i old es shown on the handhole details. 112327-1 02¢90-31 March 15, 2004 3.06 - Trenching And Backfilling For Traffic Signals A. Secure written approval of the City prior to any trenching or excavation within the drip line of any tree. 7 Trenches shall be excavated to such depth as necessary to provide 12 inch to 18 ch cover over the conduit. All cinders, broken concrete or other hard abrasive mate als shall be removed and shall not be used for backfill. The trench shall be free of such aterials before e conduit is placed. No conduit shall be placed prior to inspection o the trench by the C. All t nches shall be backfilled as soon as possible after installa ' n of conduit. Backfill materia shall be deposited in the trench in layers not to excee inches in depth and each layer she be thoroughly compacted before the next layer is p ced. Hard materials shall not be placed a thin 6 inches of the conduit. D. Whenever ex vation is made across parkways, gravel iveways, or sodded areas, the sod, topsoil, crushe stone and gravel shall be replaced restored as nearly as possible to its original conditio and the whole area involved all be left in a neat and presentable condition. Conere sidewalk pavements, and ba courses and bituminous surfaces shall be replaced with new m terials and the cost shall b incidental to the work. 3.07 - Pushed Conduit A. It is intended that all co duit be placed Y rthout disturbing the existing pavement, and the term "pushed" is used. shed" condu' shall be placed by jacking, pushing, boring or any other means necessary to plVac it without cutting or removing pavement. B. Removal of pavement wilr approval of the ENGINEER. Replacement of removed pavement will be g to plan details and no additional payment will be made. C. Plan quantities for pushed de at least two feet of pushed conduit behind each curb. D. The maximum conduit dept at handoles for all conduits, including pushed conduit, is as shown on the plans. CO TRACTOR uust push a mole (without conduit) at least four (4) times before considerati n will be given at an upward bend in the conduit. 3.08 - Electrical A. All conductor/s'nal combinations shall be hown on the plans. No substitutions will be permitted. Eahead shall be wired s arately from the handhole compartment in the pole base to thead. B. The signal cabodes shall be as follows: Iowa City ft turn signal; 2 tape =Through signals; 3 c =Right tum sigtr�l. 4 l be color coded as follows: C3 8 =? s` /BIU— Corner; outheast Corner; --4c-, pouthwest Corner; orthwest Corner. c7ZZe tapes shall be similarly color coded. W run 4 conductor cable Green Ball- Green Fellow Ball - Black 112327-1 02890-32 Ma ch 15. 2004 Red Ball - Sig. Common - 7 conductor cable Green Ball - Yellow Ball - Red Ball - teen Arrow - Y .11ow Arrow - FY a)q:ow - 9 Conductor Cables Pedestrian Signals Walk—main st Don't Walk— main st Walk - side st Don't walk - side st Sig. Connuon - Pushbutton - main st Pushbutton — side st PB Common - Red White Green Orange Red Blue Black White & W/BK Black when used Green C. One electrical splice in the handhole compartment of the Pole b4se will be allowed for the signal circuit wiring. All signal circuit cable runs shall be one continuous length of cable 112327-1 02890-33 March 15. 2004 LU °" � C:) L;� t— � LL ~� t� r 0 N iY Red White Green Orange Red Blue Black White & W/BK Black when used Green C. One electrical splice in the handhole compartment of the Pole b4se will be allowed for the signal circuit wiring. All signal circuit cable runs shall be one continuous length of cable 112327-1 02890-33 March 15. 2004 from the connections made in the handhole compartment of the signal pole bases to the terminal compartment in the controller base. Street lights will be fused with a 5 amp fuse in each pole ase using a Type HEB-AA Fuseholder. D. Conductor roupings and splicings may be made in the terminal compartment in the controller ca 'net. E. The loop dote for lead-in cable shall be one continuous length of cable fro re terminal compartment o the controller cabinet to a splice made with the loop dete r wires in the first handhole o pole base handhole compartment provided adjacent t e loop detector. Details of the loo\ofble. ector splices are shown on the plans. F. Cables shall be pthrough conduit by means of a cable grip gned to provide a firm hold upon the ear covering of the cable or cables, with a mum of dragging on the ground or pavemThis shall be accomplished by means reels mounted on jacks or other suitable de. Frame -mounted pulleys, or other su ble devices shall be used for pulling the cable conduits into handholes. Only ve' table lubrie nits may be used to facilitate the pullif ble. Contractor shall leave a p' string in each conduit. Each signal cable be 'dentified with the City's to ng spec in the controller cabinet,handholee ba e handhole, pedestal ban ole and at any splice orjunction location. Identifin ties hall be provided bot n the cable from the controller and the cables leading to eads f r a splice in a pole ase handhole. In addition, the cashall b identifiedine handhole and at the pole bases using colored tape as fos: 1 tape = Left turn signal; 2 tape Thro h signals; 3 tape = Right turn signal. Tapes shall be color coded as follows: Blue = N 'C mer; Orange = Southeast Corner; Yellow= Southwest Corner; Green = Northwest Corner. ideo cable tapes shall be similarly color coded. c� G. Cable slack/Ctioli�\ be as follows: o r four feet in oles = c D-1 two feet in bases two feet in tminal c mpartmeor oft controller base tt�' o i No slack wi11uw in the loop detect lead-in cable after the initial ce _ �1 H. Connectors be the proper size for the lumber and size of the wires: 5ein&'bnnec`t@�. I. Wire ends thoroughly cleaned after t e insulation is stripped off to insw complete contact witer wire, or the connector. I strands are damaged when the insulation is removed, thtion of the cable must be discar ed. Nicked or damaged conductor strands will not be tted inside of cormectors. Loos wire ends shall not be used as "shims" to in akc a cown. J. Electrical ape shall not be applied to the finished c nections. Signal cable insulation shall extend neath the insulated portion of the connecto . Any connection with exposed bare wi/ved 11 be redone by the CONTRACTOR. K Coconnect onsmust be arranged so that they w 1 not be in contact w th the metal onnections in the poles shall be pointed up top vent accumulation of moisture in tl�e connection. f L. Loop detector splices shall be capable of satisfactory operati sunder continuous immersion f in water. M. Cable connections in signal heads and controller cabinets sh It be made at the terminal blocks provided for this purpose. All stranded wires inserted un r a binder head screw shall be equipped with a solderless pressure type spade connector with pre -insulated shank. All solid wire shall have an eye and shall not have a terminal connector. 112327-1 02890-34 15, 2004 N. Service cable shall be continuous from the disconnect switch located on the service pole to the terminal compartment of the controller cabinet. O. Interconnect cable or fiber shall be continuous from controller to cot troller.A tracer wire shall beinstalled in all conduits with signal cables, detector lead-in cab s, or cotmnunication cables, e tracer wire shall be identified in the controller cabinet, h ndholes, and poles by means of entification tags. The tracer wire shall be spliced int e handholes to form a continuous t twork. The tracer wire shall have an orange jacket. 3.09 - Pole Erection A. A11 pales are 'ibe erected vertically and securely bolted o the cast -in-place concrete foundations at the cations shown on the plaits. B. Leveling shall be a omplished by the use of nuts on e anchor bolt. One nut shall be turned on each ancho bolt and the pole placed in positi n on these nuts. The top nuts shall then be placed loosely and the pole adjusted to the v rtical position by adjusting both the Lipper and lower nuts. C. After the pole is securely astened, install metal s ips in the area between the pole and the base. The metal strips and method of a taclm nt shall be approved by the ENGINEER. D. Each pole shall be grounde front the pole to he foundation ground rod by a No. 6 AWG bare copper ground wire. E. Poles shall be placed so that �noi c-jndicated on the plans. F...:Thc- Pin .ndations must be given se :"holes a're to be set back from the cu iso thaatghey are plumb with traffic ,� �r-' a ive�e centerline of the street a GPo�Just be erected so that die aecom7ffendation for raking spiouh "'plumb \N hen the load is appli d. and/or attachments are correctly oriented, as 91- s to cure before poles are erected. The center of the a distance shown on the plans. Poles shall be erected ;pals installed, in line, and all the same relative height with the mast arms correctly oriented as shown on the be H. Mast arm assemblies shat e furnished al used painted mast arm a emblies are spc( the mast arm assemblies vith the following with traffic signal heads. The manufacturer ,d when setting the pole to assure that it is installed by the CONTRACTOR. When gre- ed, the CONTRACTOR shall prime and paint I. Remove all rust scale, and loose pain from the surface by sanding or power tool cleaning (SSPC- P-3). CONTRACTOR use care when power tool cleaning to avoid burning, polis ng, or grinding surface dit into the existing paint surface. Hand tool cleaning (SSP -SP-2) will be allowed only t areas accessible to power tool cleaning. 2. Remove al chalking, dirt, and other fore an material from the entire surface by applicatio of petroleum solvent (i.e. paint thu mer, mineral spirits, etc.) and wiping the entire sur ace with clean rags. 3. All bar metal surfaces exposed by the cleaninAperation shall be spot primed the same day to void flash rusting. 4. After the primed areas have dried, apply one coat o finish paint. 5. Priy{ter and paint must be approved by the ENGINE R. 3.10 - Loop Dete ors A. Loo detectors shall be installed in accordance with the pl as Adjustments in the locations sh 1 be made to minimize the location of the loop wire acro s construction joints. Locations o -h/be shall be subject to the approval of the ENGM The cabinet end of the cable shall be clearly tagged identifying the loop. 112327-1 02890-35 March 15, 2004 B. Th lot for the loop shall be constructed as per plan. The slot shall be completely clean of all Ouse debris and have a smooth bottom. C. Ne PCC pavement shall not be sawed until seven days after pour unless approved by D. Loop d ectors shall. be connected to the controller with shielded cable. No splices will be allowed i this cable. E. Upon cont eting the loop installation in the field cabinet and prior to sealing the loop in, the pavement, dr CONTRACTOR shall notify the ENGINEER who may meter the loops by test instruments c able of measuring electrical values of installed loop wires and lead -i s to measure induc AC voltage, inductance in microhenries, high -low "Q" indication, 1 kage resistance in me aohms, and the resistance of the conductors in ohms. 1. An acceptab load installation shall be defined as follows: a) Induced vo tage test: No deYlectio on the pointer of a volt meter b) Inductance: The inductanc reading on the loop tester is approximately c calculated value or with approval o the ENGINEER is between 100 mh and 2 mh. c) Loop Q: Deflection of the p nter to the upper side of the scat . d) Leakage to Ground: Deflection of the poin r to above 100 c) Loop Resistance: o r ', approximately the The resistance readinYbelo90 calc�facteyd v e. 2. An unacceptable loop indefined as follows: -t a) Inductance: n'< =1 n p The inductance readior above 250 mh. �� M b) Leakage to Ground: Deflection of the poiegaohms. est c) Loop Resistance: /optically he resistance rea ng is 50% more t n calculated. 3.1 signal faces an indicators shall be furnishc by the CONTRACTOR and installed as wn on the pla . Pole mounted signal heads a d pedestrian push buttons are shown on plans and s rematic drawings in schematic fonr only. Pole mounted signal heads are erally into ed to be mounted on the face of pole vith respect to oncoming traffic. (Sea al Hea ousting Details.) Modifications to this a e required when the view of the pole nted final indication is blocked. (See Paragraph 3. IE). Pedestrian push buttons shall nst ed on the, face of the pole in 90° increments with �espect to the mast arm. The push o shall be located on the pole face so the arrow on the 10-4 sign directs pedestrians to ppropriate crosswalk. optically limited signal heads shall be properly masked t limit their field of view as cted by the ENGINEER.kplates shall be installed and properly secured for the traffic si, al heads. .signal heads shall be kept securely covered until such time as he signals are put into operation. 112327-1 02890-36 March 15, 2004 E. The location of signal heads in which the view of the indications is blocked or partially blocked by utility poles, trees or other physical obstructions shall be adjusted to a location approved by the ENGINEER. Standard heights and locations shown on c plans are typical for unobstructed locations. Signal heads installed without approval o the ENGINEER, which in the opinion of the ENGINEER are obstructed, shall be relocated at the ONTRACTOR's expense. Holes in the poles due to this signal relocati n shall be plugged it a manner acceptable to the ENGINEER. 3.12 - Controlle A. The c troller cabinet shall be mounted with the back of the cabi et toward the intersection such tha the signal heads can be viewed while facing the contro r. B. All field w ing must be directly attached to the wiring lugs. Attachment of wiring shall be in a neat an workmanlike manner. All connections at the ca troller shall be done by City Traffic Engin ring personnel. C. All conduit op ings in the controller cabinet shall sealed with an approved sealing compound. This ompound shall be a readily workab at temperatures as low as 30 degrees F and shall not met or nun at temperatures as high a 300 degrees F. D. All wiring diagram seraicc manuals, instruc 'ons for installing and maintaining the equipment and advice s to timing and operati n shall be delivered to the ENGINEER in good condition. E. The ENGINEER or his re esentative shall i spect the installation before activation and shall be present at the time the ntroller is ac vated to assure that the controller is installed in accordance with the manufac rer's reco mendations. 3.13 - Ground Rods A. Ground wires shall be connecte t ground rods with one piece nonferrous clamps which employ set screws as tightening d -ices. They shall be outside the controller base with a # 6 wire. and use a conduit as an en r int into the cabinet. Connections to ground rods need not be taped. B. Each steel pole or pedestal sh 1 be firm v connected to the ground rod provided, by means of the grounding terminal spec fied in these special provisions. Placing the ground wire under c_- an anchor bolt nut, anchor olt cover, or sir ilar device will not be permitted. 4 Et}Irapnrerit Nesting Th,6,eesult of all testin shall be recorded alon with date of test, name of person performing tetaT�nd name, mo el number, serial number f equipment used during test, and any other _J o pachtut infornrati and data. 44tlietmhe COST CTOR's work is complete a Ln the project is open to normal traffic, the LL C7IRACTO shall notify the ENGINEER in wrt "ng the date the signal will be ready for N testing. C. Initial traffic ignal timings and timing adjustments will\be performed by the ENGINEER. D. Upon cone ence of the ENGINEER, the CONTRACTOR shall place any signal in operation r a consecutive 30 -day test period. Any fadu or malfunction of the equipment supplied or installation performed by the CONTRAC1OR shall be corrected at the CONT CTOR's expense and the signal tested for an addit nal 30 consecutive day period. This n ocedure shall be repeated until the signal equipment h s operated satisfactorily for 30 consecutive days. E./aa e signal is to operate independently of other signals or sign 1 systems, it shall be tested single installation. e signal is part of a system, the test period shall not be starved until all signals in the system are ready to be tested. The system shall be tested as a unit. 112327-1 02890-37 March 15, 2004 G. The CONTRACTOR shall initiate correction of any failure malfimetion of the signal installation within 24 hours of notification by the ENGINEER. The ENGINEER will correct any failure or malfunction of the signal installation not investigated by the CONTRACTOR within the above time period, and will deduct its expenses from the CONTRACTOR's final 11. Gr and testing shall conform to Section 2523.21 of the Iowa DOT Standa/trash for ' lhway and Bridge Construction. 3.15 - Clean -Up A. Upon com letion of the work in this Section, remove from the site all rab resulting fro t operations. Leave the site in a neat and orderly condition. PART 4 - METHOD OF NVASUREMENT AND BASIS OF PAYMENT 4.01 - Method of Payment for Traffic Signalization A. This item will be the lump B. Advance Loop Detection ; system. 4.02 - Basis of Payment for Advance Detection System for Traffic Signali be as follows: n. This item will lump sum for the advance detection A. Payment for Traffic Signalization labor, and materials necessary to i signal system, including but not Ii luminaires on combination street cabinets, coordination with uti miscellaneous hardware,/1tCM. are system in plata This iteciti described in the followin B. Payment for Advance equipment, labor, the advance loop installed in the 1}t defector units t Ila nc esaa S al] e full compensation for supplying all equipment, sst I, erect, and operate a complete, fully functional traffic to tatrafiic signal poles, mast artns, bases, signal lights, fight/si al poles, wiring, conduits, handholes, controllers, S, video etection system, testing, and all other or any of er items necessary to complete the traffic signal :ally excto s the Advance Loop Detection system ).Detection System sh 1 be full compensation for supplying all rials necessary to instal all conduit and handholes required for shown in the plans. This I em includes inductive loops plent, loop wiring, loop conduit, UC handholes, loop sealant, loop traffic signal cabinet, system testin and all other materials and fora frilly functional Advance Loop erection system in place.o C7 r END OF SPECIAL PROVISION I 112327-1 02890-38 --+n o �+ r- tTr CamC4!3`c -o vl 15, 2004 Iowa Department of Transportation DEVELOPMENTAL SPECIFICATION FOR TEMPORARY TRAFFIC SIGNALS FOR Effective Date October 16, 2012 ER STATIONS DS -12032 (New) THE STANDARD SPECIFICATINS, SERIES 20121 ARE AMENDED BY THE FOLLOWING MODIFICATIONS AND ADDITION THESE ARE DE ELOPMENTAL SPECIFICATIONS AND THEY SHALL PREVAIL OVER THOSE PU ISHED IN THIE/tTANDARD SPECIFICATIONS. 12032.01 DESCRIPTION. Provide a portable temporary traffic signal s to for a ore-lane/two-way temporary traffic signal operation used in conjunction with a flagger a or pilot car operation. This work is to provide greater advance visibility to the flagging operation. Apply Article 2528.03, H of the Standard 12032.02 EQUIPMENT. Provide a system meeting the A. Two or more self-contained yailer mounted ur • Single -signal head sys m: signal head pc • Two -signal head syst m: one signal head the center of the tra el lane and the other B. Meet the physical dis ay and operational req to Part 4 of the MUT D. C. Signal heads � Traffic Control D. Signal heads, E. The operati/ F. A solar except as modified in this specification. consisting of one or two signal heads. on each side of the roadway. I on a mast arm capable of extending over =ad mounted on the same trailer. of conventional traffic signals according 2 inch (300 mm) lenses and complyin with ITE Specification for'Vehicle al Heads' and NEMA Standards TS1 a d TS2. with visors and back plates. temperature range at least -30°F to 120°F ( system to facilitate battery charging. to 50°C). G. A min um of 20 hours backup reserve battery supply and the capacity of operating with a 120 volt ower supply from a generator or electrical service. `` Cn LLI 4" C:D LL"- c P0�2V1 Iowa Department of Transportation DEVELOPMENTAL SPECIFICATION FOR TEMPORARY TRAFFIC SIGNALS FOR Effective Date October 16, 2012 ER STATIONS DS -12032 (New) THE STANDARD SPECIFICATINS, SERIES 20121 ARE AMENDED BY THE FOLLOWING MODIFICATIONS AND ADDITION THESE ARE DE ELOPMENTAL SPECIFICATIONS AND THEY SHALL PREVAIL OVER THOSE PU ISHED IN THIE/tTANDARD SPECIFICATIONS. 12032.01 DESCRIPTION. Provide a portable temporary traffic signal s to for a ore-lane/two-way temporary traffic signal operation used in conjunction with a flagger a or pilot car operation. This work is to provide greater advance visibility to the flagging operation. Apply Article 2528.03, H of the Standard 12032.02 EQUIPMENT. Provide a system meeting the A. Two or more self-contained yailer mounted ur • Single -signal head sys m: signal head pc • Two -signal head syst m: one signal head the center of the tra el lane and the other B. Meet the physical dis ay and operational req to Part 4 of the MUT D. C. Signal heads � Traffic Control D. Signal heads, E. The operati/ F. A solar except as modified in this specification. consisting of one or two signal heads. on each side of the roadway. I on a mast arm capable of extending over =ad mounted on the same trailer. of conventional traffic signals according 2 inch (300 mm) lenses and complyin with ITE Specification for'Vehicle al Heads' and NEMA Standards TS1 a d TS2. with visors and back plates. temperature range at least -30°F to 120°F ( system to facilitate battery charging. to 50°C). G. A min um of 20 hours backup reserve battery supply and the capacity of operating with a 120 volt ower supply from a generator or electrical service. `` DS -12032, Page 2 of 2 12032.03 A. Noti the Engineer at least 48 hours prior to the use of the signals for timing a proval and verific tion. Have a qualified vendor representative on site to perform the in iti set up and enter the timi parameters. B. Set up and evel the portable traffic signal installations in a manner the gineer approves. C. Program all po able traffic signals for red flash upon startup, conflict r power failure. Program the portable tra c signal System is to dwell in all -red. D. Comply with the fo owing: 1. Signal heads pos ioned over a road surface are mount a minimum of 15 feet (4.6 m) from the bottom of the s nal head to the top of the road s ace. 2. All other signal headsNre mounted at a minimum/ 8 feet (2.45 m) from the bottom of the signal head to the top the ground surface. / 3. The flaggers at each endf the work area c trol the portable traffic signals. The flagger can only activate or extend the een indicatio 4. The yellow indication is apXnctionor seconds. 5. The minimum green time iThe green time can be extended in 2.5 second intervals by the flagger to e traffic queue to travel through the flagging operation. E. In the event of a traffic signal mcontinuous red flash mode, have flaggers perform on a 24-hour, 7 day a week bas re made and the traffic signals are fully functional. 12032.04 METHOD OF MEASURNT. Measurement for Temporary Traffi Signals will be accord g to Article 2528.04, A, 4, of the Standard Specifications. 12032.05 BASIS OF PAYM5EMT. r ay�Tiem w[ I VI IJp0iaiy IF Iila uiyncm 'vrm uc aCAwi un Ly ul AI iIGF 526-vo, A, 4, ui the Standard Specifications. // _ N b © C3 r C_ r— cn to Iowa Department of Transportation Office of Materials April 16, 2013 New Issue ***THIS IS A NEW IM. - PLEASE READ CAREFI DETERMINING THE SLOPE OF PEDESTRIAN SCOPE Pedestrian facilities inXI trails, curb ramps, and accessible by all people requires pedestrian fe requirements for the co and create consistently standard fortaking mea PURPOSE ie, but are not limited to, sides ruing spaces. It is important th #varying levels of mobility. The l6cs to be accessible. T tru tion of pedestrian facilitie . ;ces i�le pedestrian facilitie sta rement�s to verify complian e. The purpose of this document is to procedure to be used for verifying APPARATUS 1. A 48 inch digital inclinometer (dig 2. A 48 inch bubble level and RECORD FORMS level) Matls. IM 363 sl shared use paths, recreational t he State's pedestrian facilities are mericans with Disabilities Act (ADA) contract documents specify the In order to fulfill these requirements, ewide. this document will establish a e recommended equipment and required of the pedestrian facilities. ring tape. an accuracy of 1 degree (0.18%) or less, or 1. Pedestrian Facility Slopes f rm (See Page 3 of this Ifs) CALIBRATION OF LEVEL 1. Thec igital level shall be calibrated a minimum of manufacture'r's recommendations prior to inspection, Thegublg,k a - for ertd tc>ass <Z '-Rec"ojd CiW1 I be visually checked on a level surface bubble indicates level in both directions. daily and in accordance with la sure the calibration area is results on Pedestrian Facilities Slope form. 1 direction and turned end April 16, 2013 New Issu@ 1. Curb Rkmps and Turning Spaces: Matls. IM 363 A. 1 measurement at each location where slopes are indicated in the contract B. Any area\of concern determined by visual observation. 2. Sidewalks, sha d use paths, and recreational trails: A. 1 at each end every driveway; and B. 1 at a maximum terval of 100 feet, if equal to or less than 1/4 mile in length; or C. 1 at a maximum in rval D. Any areas of concern e E. A minimum of 3 measu NOTE: Measure both cross above. 3. Documentation of 1/4 miles, if more than 1/4 mile ined by visual observation. it locations per project. >/ and longitudinal slopd at each location identified For curb ramps and turning spaceN measur ents shall be documented on a copy of the S -sheet drawing(s) or Tab 113- . Th S -sheet drawing(s) or Tab 113-10 shall be signed and dated, and indicate their any name. The S -sheet drawing(s) or Tab 113-10 shall then be submitted to the C tracting Authority. For sidewalks, shared use pa documented on the Pedestrian indicating the points where the Slope form and drawing(Xle The Pedestrian Facility Contracting Authority. hs and ecreational trails, measurements shall be acilities lope form with a copy of the drawing(s) 'IVneasureme is were taken. The Pedestrian Facilities be signed arV dated, indicating their company name. form and dra ing(s) shall then be submitted to the The Contracting Aut rity will perform quality ass.\rC measurements inclwing areas of concern determin curb ramps and t ning spaces, the Contracting Autho drawings or Ta 113-10 when satisfied with complia paths, and re eational trails, the Contracting Authority Facility Slo s form when satisfied with compliance. +N ce on a minimum 10% of the by the visual observation. For y will sign and date the S -sheet For sidewalks, shared use ui sign and date the P.�destrian r c3 w - cn tc April 16, 2013 New Issue Matis. IM 363 3 o Y i E L J Q LL z Q v L W � � Q o W Y o [w v� � o o. 0 � o 0 U c 0 a 'c d Y N N _ Y / U O L Q m C Sk y Y u �O N a` U 3 Z Li CD (D H 0 > H CJ z 0 G) I— W LLJ tY I -- C/) 0 0 d JOHNSON COUNTY - INE■ INTERSTATE 80 LOCATION MAP SCALE 0 800 1600 ZZO S?CE IN FEET MILEAGE SUMMARY 1 PLANS OF PROPOSED IMPROVEMENTS FOR: MOSS RIDGE ROAD PROJECT HIGHWAY I TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESE f DIV//I / LOCATION I UN. FT. I MILES — OSS RIDGE ROAD STA 121+25 TO 141+70 2,045 0,387 — HIGHWAY 1 IMPROVEMENTS STA 83+50 TO 106+50 2,300 0.436 P r C Ni,rc rY r t. t Y G � M I E I I N.c ENGLISH PCC STREET CONSTRUCTIO PCC/NMA WIDENING & LAY 1123 THIS PW EC COVERED BY THE IOWA DEP ENT NATURAL RESOURCES NPDES NERAL PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT NO. 2 AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS A PART OF THESE CONTRACT DOCUMENTS. 1) 1 X `11 APPROVED FOR LETTING CI`W,ENGINEER OF IOWA CITY, IA DATE I INDEX SHEETS NO. DESCRIPTIO A TITLE SHEET, EXISTING CONDITIONS, SI EP AND DEMO B TYPICAL CROSS SECTIONS C QUANTITIES AND ESTIMATE REFERENCE, SWPPP .................................................................. D .....----- A........ VING PLAN AND PROFILE — HIGHWAY I E PAVING PLAN AND PROFILE — MOSS RIDGE ROAD F ............... TEMPORARY PAVEMENT G _..._........................._....__._................ .........._ . __ - SURVEY CONTROL AND ALIGNMENT H RIGHT—OF—WAY AND EASEMENTS J ..... ........ TRAFFIC CONTROL AND STAGING .............................. L . .. . GEOMETRIC, HINTING, AND STAKING M STORM SEWER MS SANITARY SEWER MW .............. ......... ...... ---- I -- --- WATER MAIN N TRAFFIC SIGNALS, SIGNAGE, AND PAVEMENT MARKINGS _..._. R..... SITE GRADING S ........... ......... ......... ..I...... ............ SIDEWALK --'-"" T EARTHWORK QUANTITIES UDETAILS ......... SW -102 V ----------- ----------_----_....... .......... ....... BOX CULVERT SITUATION PLANS W CROSS—SECTIONS — HIGHWAY 1 X CROSS—SECTIONS — MOSS RIDGE ROAD, HIGHWAY 1 SIDEWALK ISSUE DATE: JUNE 21, 2013 IOWA ONE CALL a 1-800-292-8989 — The Ut2Rias as shorn mi thy- &—bt; woe 4M..,d Tran 1Ge ElonnoVon a+eH�IR 1Ns b not lnPlial b Mtended to tw the canplefe irrcnlay of et bas bt if aea It U the tllmta/co. (o . s resp..Po to vaiy the locotbn of d Uuff n (rfieOr shorn a rpt and protest soil ut8ltin Gan eny danaga. CITY OF IOWA CITY .0", FESSIOgr "' Q0,9 , ... , :O• F ze :CHRISTOPHER E:y a- MILNER :;r 21326. ,c Pages or sheets covered I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the Stele of Iowa. NQ1°tUro Dote CHRISTOPHER E. MILNER, P.E. panted or Typed Noma My license renewal date is December 31, 2013 r this seal: ,\0 OfESstp/V w//& TOTAL SHEETS 191 PROJECT NUMBER RM - 3715(656)--gD-52 PR T IDENTIFICATION NUMBER 112 27-1 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the Stele of Iowa. NQ1°tUro Dote CHRISTOPHER E. MILNER, P.E. panted or Typed Noma My license renewal date is December 31, 2013 r this seal: ,\0 OfESstp/V w//& 1 hereby certify that this engineering document was STANDARD ROAD PIANS prepared by me or under my direct personal supervision ywa_.• .Fye; The following Standard Road Plans shall he c°nsltlered appf.hle to const .n work an this project NUMBER DATE NUMBER DATE NUMBER DATE BA -401 D416-13 51-101 0421-09 TC -202 Oq-16-13 PM -1U) 0436-13 51-111 10-20-09 TG211 04-1742 PM -111 10-16-12 51-131 10-1&11 TC -218 0416-13 PV -12 0417-12 SW -101 042149 TC -233 0416-13 PV -101 0417-12 SW -102 _____9 TC -273 N-20-10 PV -102 _FV 0416-13 5W-103 0421-09 TC -902 0417-12 -104 _WF 04-19-11 SW -104 0421-09 TC -918 10.]6.12 3 SO-]8-li SW-0OS 04H -C4 TC -439 30-16-12 RF -5 0416-13 5W-509 10.18-11 RF14 0416-13 SW -5]0 10-18-11 RF19C 10-15-12 SW -512 IP20-09 RF19F SO-Sfi-12 SW -513 04-21-09 RM -42 10-18-11 sw-60A. 1azD-09 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the Stele of Iowa. NQ1°tUro Dote CHRISTOPHER E. MILNER, P.E. panted or Typed Noma My license renewal date is December 31, 2013 r this seal: ,\0 OfESstp/V w//& 1 hereby certify that this engineering document was ,``\' • q prepared by me or under my direct personal supervision ywa_.• .Fye; and that I am a duly licensed Professional Engineer under r g . the laws of the State of Iowa V ; BRIANJ. m °-=+• WILLHAM A� Jul 220134:17 PM 17122 •. .. gno res Dote .,,. BRIAN J. WILLHAM, P.E. ',"v7jvJY H7( tlicense W*ttv My renewal date is December 31, 20133 Pages or sheets covered by this seal: N—SHEETS 10% '' 1 hereby certify that this engineering 66ment"A8 mm Q�` . • ` • . L+ prepared by me or under my direct b lbs ofrvlson.,, • • • ¢` iM and that I am a duly licensed ProfessitIft En Leer un�fer !•• ptjJl'(Tff •• 2 the aws of the ate of Iowa. r................... .MEtTEME9ER:. _� 2D396 ° re "7Dot ATTHEW A. METTEMEYER, P.Ev _+++r .. .9e$ ., .. 1 +«.rep+`� My license ewal date is December 31, 201¢ rHr Pages or sheets covered by this seal: V— ETS PROJECT NUMBER RM -3715(656)--9D-52 SHEET NUMBER A.01 1 d e s N O d NOTE: CONTRACTOR SHALL FIELD LOCATE FIBER OPTIC AND ELECTRIC LINES PRIOR TO INSTALLING TEMPORARY BARRIER RAIL (TBR) TO ENSURE TBR PLACED NORTH OF EXISTING UTILITIES \. Az Ir _` p i I\ i --------- - _ T.C. -- TREES (0.66 ACRES)_ - — - - it. .r-'" l = -^`. — ' REMOVE_105LFOF_FIELDFEfJCE REMOVE TREES (0.10 ACRES) REMOV ES AND ST S (0.19 ACRES) REMOVE 20t LF (INCLUDING F.E.S.)' \ 121+00 , A, 122+00 \ 123+00 OF 24" RCP STORM SEWER. 24+00 25+00 \ \ \ EXISTING HANDHOLE AND FIBER \ \ \ OPTIC TO BE PROTECTED IN \ 312.5 LF TE RARY BARRIER RAIL (TBR) _PLACE. ABANDON IN PLACE 10 L \ STANDARD ROAD PLAN BA -401--__ \ — — MINIMUM OF 24" RCP STORM' SEWER AND FILL ENTIRE PIPE _ - -BACK TO INTAKE WITH 2 — _ NON -SHRINK GROUT` PRaVIDE ( - - -SMOOTH-FLUSH-WALL FINISH ON - - -- -_ REMOVE 165 LF OF FIELD FENCE - -INSIDE WAKE WALLS __ _--- -- -L -- -- - ` - - - - - - -_- -EXISTING - =- -- ----- t - f -FO- 4 _ --- HIGH PRIORITY FIBER OPTIC REMOVE 16t LF I' I - -( G• E' LINE. CONTRACTOR TO PROTECT (INCLUDING F.E.S.) OF 18" RCP STORM SEWER. SITE PREPARATION AND DEMOLITION: MOSS RIDGE ROAD SHIVE-FIA'IT EFZY C RVWAIAIn Clry.4. Oa sdea lA adm+ Wy.M X94 NVY�b GNq ne City, v 6P MN IL•30.* al lL. CNcepgL piB7961a01a. rex �iW 8W6BPI nRAWN nv. nrJ --os-2-03 JOHNSON COUNTY Nm ECT 112327-1 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA: 121+W-125+25 NCCr �' a na mrM seccn " — a¢xcu an ee are. «-r-oma a \ ` NOTE: CONTRACTOR SHALL FIELD LOCATE FIBER OPTIC AND ELECTRIC LINES f "'. PRIOR TO INSTALLING TEMPORARY BARRIER RAIL (TBR) TO ENSURE TBR PLACED NORTH OF EXISTING UTILITIES REMOVE TREES (0.39 ACRES, i (A.04 -A.05) 1 4"4 y ` f i T.C.E.- 1 �i�N""•�9►f•�i�w0�i►�i�;��1�,��,';eii''e�iieG��=40is�i�;oial�p�l�i�►$=isr0, STUMPS DOWN TO EXISTING GRADE 5FTOF FIBERO •• NOT FULLY REMOVEREMOVE (INCLUDINGOF STORMRCP PREPARATIONSITE mwa® TU (A,O, 1 225 LF TEMPORARY BAF STANDARD ROAD -PLAN 1 CAUTION: COORDINATE DINATE PIPE RAIL (TBR) REMOVAL LIMITS WITH NEW A-40 MANHOLE CONSTRUCTION `i I METHOD -REVIEW SHEET M.05 PRIOR TO REMOVAL / 132+00 OPERATIONS 133+00 i ---------------- - -. - -Fo-- - EXISTING HIGH PRIORITY FIBER OPTIC LINE; CONTRACTOR TO PROTECT SH I V CI I STT CRY G r R,p A • q M A ppL Mpyyq A gyp yrypy, 891 ryW� p pLg q CRy p y 6gyy ➢FAWN Hr. A. ➢ATEi p _9019 PRO CT N MRER £ET TOTAL -- - w a el°°"'9p°q a • cM1kapo, IL bei aelawo ` PGx Nm7 s5�-BSI wECKcn en ce. ➢aTE� osxo-xm9 JOHNSON COUNTY -- 112327-1 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLRION STA: 129+50-133+50 "n s�Ers A.OS I w� 4.a x> -4R7 © § \ \ .<r1-1 =o C I --- -----------------+ REMOVE TREES (0.01 ACRES) / r i I CAUTION: COORDINATE DINATE PIPE RAIL (TBR) REMOVAL LIMITS WITH NEW A-40 MANHOLE CONSTRUCTION `i I METHOD -REVIEW SHEET M.05 PRIOR TO REMOVAL / 132+00 OPERATIONS 133+00 i ---------------- - -. - -Fo-- - EXISTING HIGH PRIORITY FIBER OPTIC LINE; CONTRACTOR TO PROTECT SH I V CI I STT CRY G r R,p A • q M A ppL Mpyyq A gyp yrypy, 891 ryW� p pLg q CRy p y 6gyy ➢FAWN Hr. A. ➢ATEi p _9019 PRO CT N MRER £ET TOTAL -- - w a el°°"'9p°q a • cM1kapo, IL bei aelawo ` PGx Nm7 s5�-BSI wECKcn en ce. ➢aTE� osxo-xm9 JOHNSON COUNTY -- 112327-1 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLRION STA: 129+50-133+50 "n s�Ers A.OS NOTE: CONTRACTOR SHALL FIELD LOCATE FIBER OPTIC AND ELECTRIC LINES PRIOR TO INSTALLING TEMPORARY BARRIER RAIL (TBR) TO ENSURE TBR PLACED NORTH OF EXISTING UTILITIES FEET REMOVE TREES (0.42 ACRES) (A.06-A.07) — REMOVE 60 LF OF FIELD FENCE 1 t NEW FIELD FENCE (85 LF) REFER TO DETAIL 11U.07 A.. - i I R.O.W.- EXISTING HIGH PRIORITY FIBER OPTIC AND ELECTRIC CONTRACTOR TO / / MOVE 220 LF OF FIELD FENCE PROTECT 133+00 i 134+00% / 135+00 300 LF TEMPORARY BARRIER RAIL (TBR) - — - — — i FSTANDARD ROAD PLAN BA-401 --,err-- -- - - i i 1 ` REMOVE TREES AND STUMPS (1.09 ACRES) (A.06-A.07) � � I SITE PREPARATION AND DEMOLITION: MOSS RIDGE ROAD SHIVCFIATTE--RY � RWft A, �cft A ' DY �A p°^K� �84NatlWftP W b .b 5? I DRAWN By' ATJ DATE ObE493 JOHNSON COUNTY , r C ; ,� a r.. e n e , ry e F. x � n G M°R'4, IL • Sbon* al 11 • f1Yn0o, R � :91W 5549010 • Fa (m86488Y1 i-DATE, CEN DATE, C6-E'. E013 PROJECT NUM&R -E- I 112327-1 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA: 133-50-137+50 1111110, m SCALE IN FE-cT I REMOVE 80 LF OF FIELD FENCE i r y SITE PREPARATION AND DEMOLITION: MOSS RIDGE ROAD / - REMOVE TREES (0.42 ACRES) (A.06 -A.07): / 14 1 1 , 1 1 S I t r � i SITE PREPARATION AND DEMOLITION: MOSS RIDGE ROAD / - REMOVE TREES (0.42 ACRES) (A.06 -A.07): REMOVE TREES AND STUMPS (1.09 ACR (A.06-4 .07) } I /- - 140+00 ` 1 % �' I �R 00 O>w I I I J i I r I I II f I 1 it }i I i I l SHIVGtIAfTC-RY GgetftoM1N`WncEf.PP I DNp W..B BBBANDtCg6WPipw atA DRAWN DY, All DATE.�_13-2913 RB3ECTxuxBERJ SHEET I T➢T& Nome, N., ewoNigWq B.`gicaRyL Pf®BBN-Boyo.F CHI81BE4880 JOHNSON COUNTY --- 112327-1 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA:137+50-142+00 Na sxzzrs CHECKED BY. Clm DATE. 06-13-2013 A07 I � i 1 / I 1 ! / r REMOVE TREES AND STUMPS (1.09 ACR (A.06-4 .07) } I /- - 140+00 ` 1 % �' I �R 00 O>w I I I J i I r I I II f I 1 it }i I i I l SHIVGtIAfTC-RY GgetftoM1N`WncEf.PP I DNp W..B BBBANDtCg6WPipw atA DRAWN DY, All DATE.�_13-2913 RB3ECTxuxBERJ SHEET I T➢T& Nome, N., ewoNigWq B.`gicaRyL Pf®BBN-Boyo.F CHI81BE4880 JOHNSON COUNTY --- 112327-1 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA:137+50-142+00 Na sxzzrs CHECKED BY. Clm DATE. 06-13-2013 A07 SCALEIN FEE7, I / S a REMOVE EXISTING 6 -INCH HMA PAVEMENTJ� z % / REMOVE 10' x 5' BOX i jjl MILL 1.5 -INCH HMA SURFACE COURSE , , i / ` CULVERT AND HEADW l Ai. �-' (SEE V- ETS) phi CL- �s> RELOCATE SANITARY LOCATOR ` "—�/ % C3 3 VA AND EXTEND TRACER WIRES I- N 622680.61 , f/ i / T R.O.W S 7 E'2187560.32 }�n? --A G — r c ) cn Imo) --� _— •, —1 _ _—_—_-__._ ---T = —rr—. ��— — __ - __ '-- 1085 .08 083+00 1084+00 108 0 X12.00' L SAWCUT 1086+00 ;' r' _ 1 7+00— _ '-- - - 83+00 _ 56+00 ry i / ADJUST HAND HOLE _ „' ELEVATION TO MATCH NEW GRADE SAWCUT AND REMOVE J „%r SAWCUT AND REMOVE 4-INCH e 6 -INCH CURB ° " REMOVE 6 -INCH CURB PCC MEDIAN J - - — — - _ =T MOVE INTAKE �— — — — — — - -,T— SHEET UI — -- �, S S NOTES: SEE L SHEETS FOR DITIONAL GEOMETRIC CONTROL FOR \ REMOVAL LIMITS CITY OF IOWA CITY WASTEWATER DEPARTMENT TO TEST TRACER ' WIRE PRIOR TO COMPLETION OF SANITARY LOCATOR VALVE RELOCATION. i' SITE PREPARATION AND DEMOLITION: HIGHWAY 1 SHEET MTAL SHIVC-hiAiTERY CaEVRlq AI10IMY.AICRIMahee &AVhDMta 2891 h� !�'�6EA5 DRAWN By, PTJ pATLp5--2013 PROJECiNUMHER SITE PREPARATION AND DEMOLITION STA: 83+00-87+50 N0. I EFTS Md'vy lL�BbomlgMn4�GxapgK (SyN.3p�p. Fu (8Mh 9NAD21 _. JOHNSON COUNTY 112327-1 A.OB r_ n. s CHECKED BY, CAN DATE, W-fl"hl➢ i -� EXISTING S 1 REMOVE FLAT T AND REPLACE WITH CONICAL SECTION, AND RATS M ELEVATION 0.2FT± TO `J ELEVATION 685.0. FIELD RIFY DEPTH OF FLAT TOP SECTION PRIOR TO ORDERI CONICAL SECTION. NO CONSTRUCTION STAG LIFT STATION PAVEMENT. l T 1081 9 -T 12.0.00''L L a = = -FCS— - - T- - _. T— —_T— I _ a_ -- — _ -- Tr REMOVE EXISTING HMA PAVEMENT )KL 1.5 -INCH NMA SURFACE COURSE — -;-C— L,S ESLQV =703.3ERNEAD UTILITY LINFO� -- EXST 1089+53.T4 --- I t- ss+oo — - _ �� ] W 0 n 1 REMOVE 4 -INCH -- PCC MEDIAN LMILL 1.5 -INCH HMA - 1087+63.89 SURFACE COURSE SAWCUT AND REMOVE._ REMOVE EXISTING 10" PGC -1.50'L 6 -INCH CURB WITH 3" HMA SURFACE. — - _ T — - -TT_-EXST R.O.W. SITE PREPARATION AND DEMOLITION: HIGHWAY 1 REMOVE 4 -INCH PCC MEDIAN -�, - BE REMOVED ALONG _moo WEST SIDE OF HWY 1 ��f� r- 6 J 92+00 - 5HIVE-FIATTERY Cb wdw A, �Cft A•om ..0 B e.R6Dp,kC 2994 NtlNPb ERAbOQ%PhB 6]26 DRAVN BY i nTi DATE.....2013 PRDJECi NMBER MIA IL, lbon* ary IL•CNoapgR 0�aw-aDlo�r-u(s�as 021 CHECKED BY�c. HTE. o6 -1a ma ( JOHNSON COUNTY 112327-1 SITE PREPARATION AND DEMOLITION STA:87+5D-91-50 v 3 � , TREE STUMPS SHALL % -�, - BE REMOVED ALONG _moo WEST SIDE OF HWY 1 ��f� r- 6 J 92+00 - 5HIVE-FIATTERY Cb wdw A, �Cft A•om ..0 B e.R6Dp,kC 2994 NtlNPb ERAbOQ%PhB 6]26 DRAVN BY i nTi DATE.....2013 PRDJECi NMBER MIA IL, lbon* ary IL•CNoapgR 0�aw-aDlo�r-u(s�as 021 CHECKED BY�c. HTE. o6 -1a ma ( JOHNSON COUNTY 112327-1 SITE PREPARATION AND DEMOLITION STA:87+5D-91-50 v 3 � , TREE STUMPS SHALL -�, - BE REMOVED ALONG _moo WEST SIDE OF HWY 1 ��f� r- 6 J 92+00 - 5HIVE-FIATTERY Cb wdw A, �Cft A•om ..0 B e.R6Dp,kC 2994 NtlNPb ERAbOQ%PhB 6]26 DRAVN BY i nTi DATE.....2013 PRDJECi NMBER MIA IL, lbon* ary IL•CNoapgR 0�aw-aDlo�r-u(s�as 021 CHECKED BY�c. HTE. o6 -1a ma ( JOHNSON COUNTY 112327-1 SITE PREPARATION AND DEMOLITION STA:87+5D-91-50 Il \ - tel`\ SCALE IN FEE- Lu '"REMt E ING HMA PAVEMENT U. `Z - - R.O.W.— -R.O.W-- - - - R.O. W. - \ - ,. r. - - A7�te,,,, - - - , F.J.-� .-. - - - --FC- - -- - REMOVE 36" F.E:S. FOR EXTENSIONFS _ —QF —FC --. �E �� - � _ Oz- -r-`J= _ _ _ _� P-3 oL -� / = .,- _ _ - F _ -a _ _ _ -�-� �- -------T-----------T -'. 93+61-30� ~ - _ -POO0 1092+00 1093+00 4.26'R-\- - _ __ _ . - - - - - -1095+00 - I -1 I Mtl , z =17z REMOVE EXISTING SA UT PAVEMENT - - - + 940 95 +00 - - - -HMI 92+00 93+40.93 % 11.63:R - - - REMOVE 4 -INCH - - - - - - 93+41.14 - - �- PGC MEDIAN- ca�6 - - -_-_—_ 93+41.26 30.01'R eO r- — %-,EXSTR.O.W. - --h -- - MIL 1.5 -INCH HMA SUR CE COURSE AND DEMOLITION: HIGHWAY 1 - SAA0 TOTAL 1�`'1�L, �y�S�IITryE�/PREPARATION / SHI E IAT 1 S_P4 T 1 tl41A•Iw2 d1V. U..MMOM51A I FNM He1K(Y. Bv: BB94 N]tl1WIB IXI•R bxs CMA KM 6]215 DRAWN BY- All DATES 26-13-EM3 JOHNSON COUNTY I PRO.£CT NUMBER 712327-1 SITE PREPARATION AND DEMOLITION STA:91-50-95-50 No. SHEETS I A.10 V A _ Wft IL • BbaMnpbl IL, Chl B IL 019195F9W0 Fex 3CN'B9B1 CHECKED BYE CEM DATE, M-13-2213 I .. � _,SCALE IN FEET - R.O.W.-r `� '' \ . - - -MILL 1.5 -INCH HMA r \ ~ SURFACE COURSE TREE STUMPS SHALL -,REMOVE EXISTING BE REMOVED ALONG REMOVE 36" F.E.S. FOR EXTENS�ON ;I o- _HMAPAVEMENT` -FC- - - - - -FC- ` WEST SIDE OF HWY 1 - - - - - FO - - - FO- -FOS - EXST R.O.W. r x - -- _ FP_ F0 T- - r '- G - - - TGI= - T- - - -T -T- - - _-_ - _ j-- i - _ - - - - - -- - L-7-- '(09.8+36 65 - _ - -. - - -- 10;03'-L.- + - — i 1 1095+56.47 SAWCUT -- - I - --- - 0.8TR +-- - --�- - - - - { - _4498 95+00 96+00 = 97+00 36.70��L�� 98+00 99+00 SAWCUT _ 8.03'L - 12.07' R - - -`� - _- - - - MILL 1.5 -INCH HMA X x_ _ - - _ _ XST W x - E - - -� SURFACE COURSE ' TREE STUMPS SHALL REMOVE EXISTING REMOVE 36" F.E.S. FOR EX ON BE REMOVED ALONG HMA PAVEMENT SIDE OF HWY 1 SITE PREPARATION AND DEMOLITION: HIGHWAY 1 SHIVC-FIATTE-RY - �u �w hM a' �U NoI IL • 6ba'iumn n., cRx w c 1� �8 ➢�I" 4 % RRAb ➢RAY -N)E ➢ATEl➢6-13-03 tem 5r>ti9W➢ ` FU W� a64aR2� ascREn ars c CATS, os-la-zoia JOHNSON COUNTY PROJECT NUMBER 112327.1 SITE PREPARATION AND DEMOLITION STA: 95+50-99+50 _T No. A. 1 i"6L s�EETs �.1 15 � KSCALE M -TET / e4 —R.O.W.kL 2—FC— tisCZTRE VE EXISTING—HMA P EMENT C%F�=—i �— -- —FQ——�d �/— — ._ - __FQ. - —FO—FCI— EXST R.O.W. �� _ �e. T T .. r. II 1 + 10.00'L /�� \ 1100+00 To- 1102+00 1103+00 ' 99+00 WCUT 100+00 901+0� 102+00 103+00 _ r EXSTR.O.W. MILL 1.5-INCH HMA — REMOVE EXISTING SURFACE COURSE HMA PAVEMENT -- RELOCATE MAILBOX LOCATION TO BE APPROVED BY ENGINEER SITE PREPARATION AND DEMOLITION: HIGHWAY 1 HEET TOTAL SHIVEHATf`ERY - MpitlyV IOeG U•DM NOM4A &MOHBttM.� M31 NortgOB PAy IOWG CM. M: W&A, IT • a IL • IL D") awsMO • Fu t3103643an MNNA3N�1 GYEGpq ➢AVN BY ATJ ---- : CHECKED BYE CE ➢A p_13-20t3 DATE. ll.-M3 JOHNSON COUNTY PROJECT MM➢ER ---- 112327-1 SITE PREPARATION AND DEMOLITION STA: 99+gp.103+3p Nn SHEETS A 12 1 � $CPI£ IN f£ET �, f — — —FO— — — — — —FO— — — — -- FO — — FO— — -- —..-0— — — _ ----FO ---_ — T - CE- E OF_ -F -FO . -FOk, -fD _ _ _ FO F� _�— -F�J- , c — — —T — — — - — —T— — — — T t _c — - —T— — — — T — — — — —T— — — — — — y _ — '�~ _ _ _• � — � _ - Illl I' �— __ / __._ — _ — � _ — _ — ._ — __ — �_ _ __. � '_ —_ _— -- —_ _— — -- _-- — _ — � —ISS'. I � —G • Y m 11 -- _ -- — —. — — — — -- — — --_ — --- — -- — _ _.. 1- 11:,1 : __ — — — — .-- - — — II I1 _ w 1103+00 i 1104+00 1105+00 1106+00 1107+001107+54 \11 11r,-. 103+00 104+00 SAWGUT 105+00 106+00 106+39.98 107+00 107+54 R - T a- , T _ �k 7 _ T ,�---12.00' ��� r1 T�mt-tri-„�-�,_ �_ T , EXST R.O.W. - REMOVE EXISTING HMA PAVEMENT i PREPARATION AND DEMOLITION: HIGHWAY 1 �SITEy� SHIVEFIHp•ry1 Iy�ERT IE, 6bon*, e L, Lhl � C81B1 �� Fex C8� 961-88� 8Rp`FN 8TH AT9 DATES 06-13-3013 JOHNSON COUNTY PR¢ECi NMBER ----' 112327-106-]9-E019 SITE PREPARATION AND DEMOLITION STA:103+50-107+54 SHEET N4 TOT& $H�Ts LHELKE➢ HTi c[ ➢RTE A.13 O Longitudinal subdmin 3' -On from N. ROW back of curb from Station from Md-ofc+75.r tborain 8" tram beck N arb all other locatbns: ;. Subdminsntake oourleij�t. Station >r ^..124+50,126+75;5119.4 64. See ) E'ShegtgYorlo�tirnit;<;h*r to 1 cj d �'5 4.01 O FUTURE S, ELECTRIC, T 8 CABLE `\�� 000 IIIIIII \ S SEWER `') 124+5 '26+75 y� SHEE 1 WATER MAI MW SHEETS EXCAVATION, CLASS 10 ROADWAY B BORROW GRADE PCC 6" INTEGRAL PCC CURB AND GUTTER t-6" DEPTH MODIFIED SUBBASE 2 COMPACTEDTO95% STANDARD PROCTOR DENSITY -TOP i FOOT OF SUBGRADE TO BE COMPACTED TO 98% 1 STANDARD PROCTOR DENSITY. SUBGRADE TO BE COMPACTS T095% STANDARD PROCTOR DENSITY BELOW IFOOT DE n Station to Station SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12" AND RECOMPAC T098% L STANDARD PROCTOR DENSITY BETWEEN STATION 121+27.06- 121+50, ',25+25-126+00, AND 127+75-128+50. WORK CONSIDERED INCLUDED IN COS EXCAVATION, CLASS 10, ROADWAY AND BORROW ITEM. TYPICAL PAVEMENT CROSS SECTION - MOSS RI 1 I NDT TO SCALE In Subdrain intake outlet W Station 10•-0" 137+90. See"E"Sheemfor 1 4' -6 - location. Referto Standard Road I I Pian RF -19C. 1 " FUTURE �\ GAS, ELECTRIC, I TELE 8 CAB — \\� 000 —III EXCAVATION, CLASS 1 ROADWAY B BORROW W 10 ROADWAY `-- MW SHEETS PCC 6"INTECI CURB AN 2.00% 6" DEPTH MODIFIED SUBBASE COMPACTED TO 95% STANDARD PROCTOR DENSITY TOP 1 FOOT OF SUBGRADE TO BE COMPACTED TO 98% 1 STANDARD PROCTOR DENSITY. SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY BELOW 1 FOOT DEPTH Station to Station 131+75 j 138+98.85 2 TYPICAL PAVEMENT CROSS SECTION - MOSS RIDGE ROAD TO COSCALE 33'-0" 24" S. ROW 8'-0" 4.00 6" PCC? i 35'f I I -.______t II- I =L /POROUS BACKFILL 72,5,7 EXISTING GRADE (1"1'P.) GRADATION NO. 29 ___—_— _____ G' PERFORATED SUBDRAIN Foreslope Alternate (EACH SIDE) Station to Station 126+00 127+80 1z• SANITARY SEWER, TYP MS SHEETS 12" S. 8'-6" 1.50% 2.00% 4.00% l_ Y -III ,��� /J - _— POROUS BACKFILL EXISTING GRADE (TYP.) GRADATION NO. 29 PERFORATED SUBDRAIN SANITARY SEWER, TYP - MS SHEETS Station to Station to on Silt338+90 LFeet 5 131+75 _ 133+55 138+05 1 133+55 6+62.96 5 136+62.96 .85 PCC 6"INTECI CURB AN 2.00% 6" DEPTH MODIFIED SUBBASE COMPACTED TO 95% STANDARD PROCTOR DENSITY TOP 1 FOOT OF SUBGRADE TO BE COMPACTED TO 98% 1 STANDARD PROCTOR DENSITY. SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY BELOW 1 FOOT DEPTH Station to Station 131+75 j 138+98.85 2 TYPICAL PAVEMENT CROSS SECTION - MOSS RIDGE ROAD TO COSCALE 33'-0" 24" S. ROW 8'-0" 4.00 6" PCC? i 35'f I I -.______t II- I =L /POROUS BACKFILL 72,5,7 EXISTING GRADE (1"1'P.) GRADATION NO. 29 ___—_— _____ G' PERFORATED SUBDRAIN Foreslope Alternate (EACH SIDE) Station to Station 126+00 127+80 1z• SANITARY SEWER, TYP MS SHEETS 12" S. 8'-6" 1.50% 2.00% 4.00% l_ Y -III ,��� /J - _— POROUS BACKFILL EXISTING GRADE (TYP.) GRADATION NO. 29 PERFORATED SUBDRAIN SANITARY SEWER, TYP - MS SHEETS Station to Station R Feet 131+75 138+05 15.5 138+05 1 138+95 15.5-21.5 138+95 138+98.85 21.5 SHIVI_I IQI 1 nR4" BY• CEN LAE j PRC -'ECT NUMBER O SHEETS Ry Cedrlaga4 U.loha Cy:u"or Malw,w BnNe wnaf: trc 'G&44 Nor9pb 0iM lwx CAb; mxa 6B1N5 __ _ JUNNSUN COUNTY 112327-1 TYPICAL SECTIONS - MOSS RIDGE ROAD Moa'A IL BbaNryM It • CMce9o, t pml 961-BDIC • Fmt B� 161EB21 B 61 ,IrrM IL. Q%1A SEE R SHEETS FOR 4' B" GRADING CONTOURS BEYOND N. ROW ® 9 -INCH PCC 4.00% FILE GRADE 6" INTEGRAL PCC CURB AND GUTTER 2.00% 2.00% FUTURE GAS, ELECTRIC •DEP �♦ TELE 8 GABLE �.� 6 ODIFIED SUBBASE EXCAVATION, CLASS To — 1 C ACTE 95% STANDARD N ROADWAY & BORROW ROCTOR DEN -------------- WATER MAIN, TYP TOP 1 FOOT OF S RADE TO BE COMPACTED TO 98% MW SHEETS STANDARD P TOR DENSITY. SUBGRADE TO BE COMPAC TO Y. CARD PROCTOR DENSITY BELOW 1 FOOT DEPTH �1 Type A-2wbd.mdeanoutat Station l0 StationStation 141+00. See "E' Sheets for Ima6on. ReferWSUDASAgure 138+98.85 141+10.73 4040232. TYPICAL PAVEMENT CROSS SECTIONy eYOSS RIDGE ROAD 3 I NOT TO SCALE 8'-6" POROUS BACKFILL GRADATION NO. 29 — 6" PERFORATED SUBDRAIN (EACH SIDE) 1.50% s. EXISTING GRADE (1'IP,) NOTE-. SIDEWALK ELEVATION DEVIATES FROM TYPICAL SECTION AT STATION 140«00. REFER TO SHEET 5.02 FOR SIDEWALK PROFILE _ W t~7 CO _ co f VC: SHIVC-HIATTC-RY GavPeRNeA bnCtt A,DUHMMP 'IVRNY•� PH�N�IeI>d64W' cftM EI DRAWN BY, CEN ME, 06-13-2013 PROJECT NEI T TILT S eman% a• Baoeagft, IL. CART "L (9V7)d5NaM, FeS(8�aw.eev cnEcrcca ev�a➢B anrEes-1H-HoiH JOHNSON COUNTY 112327-1 TYPICAL SECTIONS -MOSS RIpGE ROAD Hf1? z�a o 4'.(Y' -_�2a a -o a. -o„ 2,-6. uv. VO.I- 1j --5-INCH PCC 3.5:1 to 15:1 .... �, ( 6 -INCH PCC 1 HIGHWAY 1 15py t.50% PROFILE OE 1.50%, 1.50% TIE TO Syzr-._+M'3 � PROFILE GRADE I 160°! 1� - -n .51)% d g.7 • \ Imo\ 'UNIFORM TRANSITION CROSS SLOPE FROM 1.50% LEFT TO 1.50% RIGHT STATION 290400 to 290415.23 i STORM SEWER SEE M SHEETS EOAD , CLASS 10 Station to Station EXISTING GRADE (TYPJ Sta ntO Station —EXISTING GRADE (TYPJ ROAD &BORROW EXCAVATION, CLASS 10 ROADWAY & BORROW 283+48.83 285+37.97 285+37.97 290+15.23 TYPICAL CROSS SECTION - HIGHWAY, 1 SIDEWALK 9' % NOT TO SCALE I 6 -INCH P( 2.Do%^ TSo% EXCAVATION, CLASS 10 ROADWAY & BORROW TYPICAL CROSS SECTION - HIGHWAY 1 SIDEWALK ` %NOT ?0 SCALE ti Station to Station 290+15.23 291+00.00 TIE T VARIES O 4OSS RIDGE ___________I, XISTING GRADE (TYP) AiERY RPF A•CmIAIam*A BNN.W*v,�IR NaduUMCft6� t�UiEJOHNSON COUNTY POJECTN712327-1 TYPICAL SECTIONS-HIGHWAYiSIDEWALKSHVCIMdM IL Blomftm mIL \ I I NN. SHE H.03 Oi Longitudinal joint 'L-2', RT. or 3 'KT -2'. Referto Standard Road 3-22.4 Plan PV -101. Raferto L Sheets for additional jointing details. M Feet Transveree joint'CD' spaced at 2D' 11.0-0 nominal. Refer to Standard %ad 1087+63.89 Reel Refer to L Sheeffi for 1087+63.89 additional joir"ting debils. Q 6' Sloped Curb. Referto Standard Road Plan PV -102. ® Existing subdraid insallaCon. Extend outlets. Refer to Standard Road Plan SOUTH RF -19F. See Table RFforlocations. HMA LEXCAVATION, CLASS 10 ROADWAY & BORROW SOUTH BOUND 12' SB THROUGH TRAFFIC LANE i 12'S5 THROUGH TRAFFIC LANE L Feet SB Station to Station 3 1085+36.08 1086+36.05 3-22.4 1086+36.05 1089+44.77 M Feet SB Station to Station 11.0-0 1085+36.08 1087+63.89 10.5-0 1087+63.89 1089+53.78 VARIES I _ - - 27 I F I LJ Ipl EXISTING 10" PCC WITH 1.5° HMA INT. AND 1.5' SURFACE COURSES f FW i LL LFY•1:1YSN X•I•P1:1.9 � IZ NS LEFT TURN LANE 4' PCC MEDIAN FYRI=SN:lalgxH.],iIJ:1Nlq.i[•sFYA"9YdN.kla.l9:l•ItlC•)Y.]gdF91i� SB Station to Station 1085+36.08 1 1089+44.77 NORTH BOUND NB 12' NB THROUGH TRAFFIC LANE 2'GRANULAR 7�Z0%,'_____________VARIE3l l NG 6' HMA EXISTING 10' PCC WITH 1.S SHOO HMA I O j SHOULDER INT. AND 1.5"SURFACE COURSES LJ Table RF - Subdrain Ext. Locations 1086+50± 1 1087+00± 1111114111 1. 1 "s1121Ill 14NLvtX•I•lEl:b9A SB Station to Station 1089+44.77 1 1090+92.84 NB Station to Station 89+49.91 190+75.01 7l TYPICAL PAVEMENT CROSS SECTION - HIGHWAY 1 AT MOSS RIDGE ROAD INTERSECTION 7NOT i0 SCALE ��J r- L F i• IyEtl'.4T TERY c4dv aepda w, lowx cny w , pm Nara w I aM9dYRY IY 2634 r tat a,i , b city. ;e W 51246 ➢RFYH BY, CER "ATE. n 2_203 PROJECT NUMBER ( '., ' JOHNSON COUNTY 112327-1 TYPICAL SECTIONS-HIGHWAY1 NOM sHEEis n .: , , : .. „ . _ ., uoM a. anomresRt IE • cnceBy L (afW a..+-soEo , F. prel s54-enl arEa¢n nn J.DATE. os-"3-zBla ' I B.04 TYPICAL PAVEMENT CROSS SECTION - HIGHWAY 1 SB WIDENING, AL LEFT TURN LANES 6 D SOUTH NORTH 2'GRANULAR BOUND BOUND MOSS RIDGE ROAD 1T SB THROUGH TRAFFIC LANE 12'SB THROUGH TRAFFIC LANE VARI 12NBLEFTTURNLANE 12' NB LEFT TURN LANE 12' NB THROUGH TRAFFIC LANE 12'NB THROUGH TRAFFIC LANE 6'PAVEDSHLDR 3D JOINT SEE L.06 KT -2 JOINT 1/� SEE L.06 LJ 13° PCC PAVEMENT VARIES 1 MATCH EXST --*.IPROFILE E MATCH P R FILE RADE EXST �� 14_�70_ _-_ __ ___ _ _ VARIES► a .. <. e _ ___ __ _ __ t_ t7m ______________4 ���-II�Ih11 III___ 1 � EXISTING B'HMA 161 IBBABE SHOULDER L J -- -iii- -TT,. I VARIES, 9.9'-143' 2' 11j I-Trj j TINGL5" SURFACE COUR0" PCC WITH SES S INT 4 EXISTING Y HMA INT EXISTING SHOULDER EXISTING 'PCCWITHI.S'HMA MILL AND REPLACE 1 F HMA SURFACE COURSE INT. AND 1.5' FACE COURSES LJ 1111114111 1. 1 "s1121Ill 14NLvtX•I•lEl:b9A SB Station to Station 1089+44.77 1 1090+92.84 NB Station to Station 89+49.91 190+75.01 7l TYPICAL PAVEMENT CROSS SECTION - HIGHWAY 1 AT MOSS RIDGE ROAD INTERSECTION 7NOT i0 SCALE ��J r- L F i• IyEtl'.4T TERY c4dv aepda w, lowx cny w , pm Nara w I aM9dYRY IY 2634 r tat a,i , b city. ;e W 51246 ➢RFYH BY, CER "ATE. n 2_203 PROJECT NUMBER ( '., ' JOHNSON COUNTY 112327-1 TYPICAL SECTIONS-HIGHWAY1 NOM sHEEis n .: , , : .. „ . _ ., uoM a. anomresRt IE • cnceBy L (afW a..+-soEo , F. prel s54-enl arEa¢n nn J.DATE. os-"3-zBla ' I B.04 4' DITCH PROFILE GRADE'. I ,WA 4.01 e VARIES iA.fi4 1 EXCAVATI LASS 19 ROAOWAY 860 VARIES 2.5' 94+00.00 GRANULAR SHOULDER iO Lo `1%�1nel john ,'RTS © Existing subdrain instalation. Extend 21 Refer to and R outlets. Refer to Standard Road Plan PIdh+P4N 01. Rei oL Sheet's,) RE 19F. See Table RE for lceatlons. for additional jointl,delails. O Continuous Trench DOLE, See Sheet OZ Transverse jost'(4B94aced at 20' U.OB for details. Mammal. Refer to Standard Road© Plan PV -101. Refer to L Sheets for Milled Shoulder Rumble Strip with l2 additional jointing details. Gaps every 48'. Refer to StandaM Read Plan PV -12. See Table MSRS O6"Sleped Curb. Refer to fer locations. Standard Road Plan PV -102. Table MSRS - Milled Shoulder Rumble Strips 1095+10 to 1099+89.78 93+40 to 99+20 101+50 to 106+40 TRAFFIC LANE I 12' SB SOUTH, BOUND I PAINTED TURN LANE OFFSET 12' NORTH BOUND I 2-12' TRAFFIC LANES SHOULDER Table RF -subdrain Ext. locations 1093+901 1094+10± /1 TYPIrAI PAVEMENT CROSS SECTION - HIGHWAY 1 Q1 NOT TO SCALE SL ( SB Station to Station Feet 18 - 12 1093+61.22 1094+60.00 12 1094+60.00 1099+89.78 e' (DITCH PROFILE GRADE 6:1 EXCAVATION, CLASS IO J ROADWAY & BORROW 2.5" GRANULAR SHOULDER SB Station to Station Eeet -10 1 1095+56.47 F 1099+1 .0R) i SB Station to Station to EXISTING 10" PCC WITH INT. AND IS" SURFACE (TO BE REMOVED) fb'Y SB LEFT TURN LANE SOUTH I NORTH BOUND BOUND 1 12' T FFIC LANE I \^J _ 1_ 9 NS THROUGHIMERGE LANE VARIES PROFILE GRADE _' I I PROFILEGRADE�MA�CR MATCH EXST� of G, L - - i� '••II___I_+_________________________\I- L-EVA I 4 EXISTING 8.5" HMA BASE WI -1 INT. AND 1.5" SURFACE COURSES (STING 6 HVlt{ TTT SHOULDER LJ EXISTING 19' PCC WITH 1.5" HMA INT. AND 1.5' SURFACE COURSES MILL AND REPLACE 1.5" HMA SURFACE COURSE lation to Station SUBGRAOE COMPAC ED TO 86 STANDARD PF 99+20.00 SB Station to Station 1,06+40.00 1093+61.22 1 1099+89.78 TYPICAL PAVEMENT CROSS SECTION - HIGHWAY 1 SB WIDENING I NOT TO SCALE fi.Yi.lfla\AaF9i NB WIDENING 12N 4" PCC MEDIAN T GRANULAR ' VARIES -0. I 1 I I I EXIST 'NG6'HMA i SHOULDER LJ EXISTING 10" PCC WITH 1.5' HMA INT. AND 1.5" SURFACE COURSES NB Station to Station j 90+75.01 1 93+44.84 a0%y EXISTING 6" HMA SHOULDER 4:1F.RFSCOpF H]:Ultll\- L 6" MINIMUM MODIFIED SUBBBASE EXCAVATION, CLASS 10 ROADWAY & BORROW W Feet VARIES V -• FOR GEOMETRIC DETAILS VARIES 2.5' 94+00.00 auu.vu.our... ru..uou.".w...su..va o.um�o...u•..u•.. 94+00.00 VARIESSEE 1-07 ,�\�� g VN:1\LtiiGY 95+00.00 99+50.00 2 99+50.00 101+00.00 10 101+00.00 C:000::V:il�' =�. SHOULDER Table RF -subdrain Ext. locations 1093+901 1094+10± /1 TYPIrAI PAVEMENT CROSS SECTION - HIGHWAY 1 Q1 NOT TO SCALE SL ( SB Station to Station Feet 18 - 12 1093+61.22 1094+60.00 12 1094+60.00 1099+89.78 e' (DITCH PROFILE GRADE 6:1 EXCAVATION, CLASS IO J ROADWAY & BORROW 2.5" GRANULAR SHOULDER SB Station to Station Eeet -10 1 1095+56.47 F 1099+1 .0R) i SB Station to Station to EXISTING 10" PCC WITH INT. AND IS" SURFACE (TO BE REMOVED) fb'Y SB LEFT TURN LANE SOUTH I NORTH BOUND BOUND 1 12' T FFIC LANE I \^J _ 1_ 9 NS THROUGHIMERGE LANE VARIES PROFILE GRADE _' I I PROFILEGRADE�MA�CR MATCH EXST� of G, L - - i� '••II___I_+_________________________\I- L-EVA I 4 EXISTING 8.5" HMA BASE WI -1 INT. AND 1.5" SURFACE COURSES (STING 6 HVlt{ TTT SHOULDER LJ EXISTING 19' PCC WITH 1.5" HMA INT. AND 1.5' SURFACE COURSES MILL AND REPLACE 1.5" HMA SURFACE COURSE lation to Station SUBGRAOE COMPAC ED TO 86 STANDARD PF 99+20.00 SB Station to Station 1,06+40.00 1093+61.22 1 1099+89.78 TYPICAL PAVEMENT CROSS SECTION - HIGHWAY 1 SB WIDENING I NOT TO SCALE fi.Yi.lfla\AaF9i NB WIDENING 12N 4" PCC MEDIAN T GRANULAR ' VARIES -0. I 1 I I I EXIST 'NG6'HMA i SHOULDER LJ EXISTING 10" PCC WITH 1.5' HMA INT. AND 1.5" SURFACE COURSES NB Station to Station j 90+75.01 1 93+44.84 a0%y EXISTING 6" HMA SHOULDER 4:1F.RFSCOpF H]:Ultll\- L 6" MINIMUM MODIFIED SUBBBASE EXCAVATION, CLASS 10 ROADWAY & BORROW W Feet SB Station to Station 0-6 93+40.00 94+00.00 6 94+00.00 95+00.00 5 - 9 95+00.00 99+50.00 2 99+50.00 101+00.00 10 101+00.00 _106+39.84 Table RF - Subdrain Ext. Locations 93+90± 1 94+10± 100+50± 102+50±'106+00± Sl••iiVCl-•IA�T-E RY GMm Raft IA, wNa U, OM mall BnNHWBy, 1. 2aW NMhpeb Ote,Iwz dMIMT 64215 ORRMNHY, CEN ➢ATE I-E-^�y1g; I PROJECT NUMBER � � I Ne � SHEEi$I MOMgI al�oeR. Clm�t I 188 01u "96+eHzl JOHNSON COUNTY ---- 11232]-1 TYPICAL SECTIONS -HIGHWAY( .=_H. .. �r,. ,. m B.OS r N_ o_ M 0 N co ESTIMATED PROJECT QUANTITIES HWY 1 AREA -WORK WITHIN IOWA DOT ROW MOSS AREA -WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE ck; -"-`}ITEM NO;-�IIE DE ITEM UNIT DIVISIONI DIVISION2 DIVISION DIVISION4 TOTAL QUANTITY AS BUILT QUANTITY ADI -085000 1 CLEARING AND GRUBBING ACRE D 10 0 jym 8. 10 2<� s x-2102-2710070 E NATION, CLASS 10, ROADWAY AND BORROW CY 7000 64500 0 � 0 71500 v~•- 2105-8425015 TOPSOIL, TRIP, SALVAGE AND SPREAD CY 2800 7800 0 0 10600 4 J M MODIFIED SUB E CY 2050 2275 0 0 4325 r�*.vn '2121-7425010 GRANULAR SHOULD , TYPE A ., 110 0 0 0 110 6 2122-5500060 PAVED SHOULDER, I -IDT MI PHALT MIXTURE, 6 IN. BY 1325 0 0 0 7 2213-7100400 RELOCATION OF MAIL BOXES EACH 1 0 0 0 1 8 2301-1033080 STANDARD OR SLIP FORM PORTLAND C ENT CONCRETE PAVEMENT, GLASS C, CLASS 3 DURABILITY, B IN. SY 75 0 0 0 75 9 2301-1033090 STANDARD OR SLIP FORM PORTLAND CEMEN ONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 91N. BY 470 0 0 8850 10 2301-1033100 STANDARD OR SLIP FORM PORTLAND CEMENT CON 7E PAVEMENT, CLASS O, CLASS 3 DURABILITY, 101N. SY 4190 0 0 0 4190 11 2301-4875004 MEDIAN, P.C. CONCRETE, 41N. BY 450 0 0 0 450 12 2303-0041500 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), BASE COURSE, 1721. IX TO 470 0 0 0 470 13 2303-0042500 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), INTERMEDIATE COURSE, 1 MIX TON 460 0 0 0 460 14 2303-0043502 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), SURFACE COURSE, 112 IN. MIX, F TION L-2 TON 580 0 0 0 580 15 2304-0101000 TEMPORARY PAVEMENT SY 0 ' 0 235 0 235 16 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 26 0 0 0 26 17 2401-6750001 REMOVALS, AS PER PLAN LS 0.5 0.5 0 0 1 18 2401-6745910 REMOVAL OF SIGN EACH 10 0 0 0 10 � 19 2416-0100015 APRONS, CONCRETE, 15 IN, DIA. EACH 0 1 0 0 i 20 2416-0100036 APRONS, CONCRETE, 361N. DIA EACH 3 1 0 0 4 21 2416-0100042 APRONS, CONCRETE, 421N. DIA EACH 0 1 0 0 _ 1 22 2416-0100048 APRONS, CONCRETE, 481N. DIA. EACH 0 2 0 0 2 23 2417-0225000 METAL APRONS, 3 0 0 0 3 24 2435-0130148 MANHOLE, SANITARY SEWER, SW -301, 481N. EACH 1 8 0 0 9 25 2435-0140148 MANHOLE, STORM SEWER, SW -401, 48 IN,,-' EACH 0 1 0 0 1 26 2435-0140400 MANHOLE, STORM SEWER, SW -404 EACH 2 0 0 2 27 2435-0250900 INTAKE, SW -509 EACH 1 2 D 0 3 28 2435-0251000 INTAKE, SW510 EACH 0 7 0 0 7 29 2435-0251218 INTAKE, SW -512, N. EACH 1 0 0 1 30 2435-0251224 INTAKE, SW 2, 241N. EACH 0 1 0 0 1 31 2435-0251300 INTAK , W-513 EACH 0 0 0 2 32 2435-0600020 HOLE ADJUSTMENT, MAJOR EACH 1 io: 0 1 33 2502-2308110 CONTINUOUS TRENCH DRAIN (500-20) LF 270 0 0 270 34 2502-821 6 SUBORAIN, LONGITUDINAL, (SHOULDER) 61N. DIA LF D 4175 0 0 4175 35 250 220193 SUBDRAIN OUTLET (RF -19G) EACH 0 16 0 16 36 502-8220197 SUBORAIN OUTLET (RF -191) EACH 9 0 0 0 9 37 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED, (HOPE), 121N. LF 20 0 0 0 20 38 2503-0111018 STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 181N. LF 185 0 0 0 188 39 2503A112012 STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 121N. LF 60 0 0 D 60 40 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS III), 151N. LF 0 445 0 0 445 SHIVCFI R1'I C—RY �� H+Pd A • ID a pY.IA • Md MOMR Ifl „k; „;,;,_,.,,,.T„;,;,, ,,,,,,,,, Mal'vg, IL•elama,gian IL Cl,k,aa Stfl HBpery.l= 2 M NshpW DmE b 6V, Ipwa 52M 16tW s5aswo. eax ts>m ssa-5szf 5 A SYi CEM NTE p6-212013 JUHNSUN COUNTY R - — 112327-0 ESTIMATED PROdEGTQUANTITIES THT G.01 TOTAL aEaEo pn PATE, 15 IH-EKa ESTIMATED PROJECT QUANTITIES HWY 1 AREA -WORK WITHIN IOWA DOT ROW MOSS AREA -WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE ck; -"-`}ITEM NO;-�IIE DE ITEM UNIT DIVISIONI DIVISION2 DIVISION DIVISION4 TOTAL QUANTITY AS BUILT QUANTITY ADI -085000 1 CLEARING AND GRUBBING ACRE D 10 0 0 10 2<� s x-2102-2710070 E NATION, CLASS 10, ROADWAY AND BORROW CY 7000 64500 0 � 0 71500 v~•- 2105-8425015 TOPSOIL, TRIP, SALVAGE AND SPREAD CY 2800 7800 0 0 10600 4 J 15-0100000 MODIFIED SUB E CY 2050 2275 0 0 4325 r�*.vn '2121-7425010 GRANULAR SHOULD , TYPE A TON 110 0 0 0 110 6 2122-5500060 PAVED SHOULDER, I -IDT MI PHALT MIXTURE, 6 IN. BY 1325 0 0 0 7 2213-7100400 RELOCATION OF MAIL BOXES EACH 1 0 0 0 1 8 2301-1033080 STANDARD OR SLIP FORM PORTLAND C ENT CONCRETE PAVEMENT, GLASS C, CLASS 3 DURABILITY, B IN. SY 75 0 0 0 75 9 2301-1033090 STANDARD OR SLIP FORM PORTLAND CEMEN ONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 91N. BY 470 0 0 8850 10 2301-1033100 STANDARD OR SLIP FORM PORTLAND CEMENT CON 7E PAVEMENT, CLASS O, CLASS 3 DURABILITY, 101N. SY 4190 0 0 0 4190 11 2301-4875004 MEDIAN, P.C. CONCRETE, 41N. BY 450 0 0 0 450 12 2303-0041500 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), BASE COURSE, 1721. IX TO 470 0 0 0 470 13 2303-0042500 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), INTERMEDIATE COURSE, 1 MIX TON 460 0 0 0 460 14 2303-0043502 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), SURFACE COURSE, 112 IN. MIX, F TION L-2 TON 580 0 0 0 580 15 2304-0101000 TEMPORARY PAVEMENT SY 0 ' 0 235 0 235 16 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 26 0 0 0 26 17 2401-6750001 REMOVALS, AS PER PLAN LS 0.5 0.5 0 0 1 18 2401-6745910 REMOVAL OF SIGN EACH 10 0 0 0 10 � 19 2416-0100015 APRONS, CONCRETE, 15 IN, DIA. EACH 0 1 0 0 i 20 2416-0100036 APRONS, CONCRETE, 361N. DIA EACH 3 1 0 0 4 21 2416-0100042 APRONS, CONCRETE, 421N. DIA EACH 0 1 0 0 _ 1 22 2416-0100048 APRONS, CONCRETE, 481N. DIA. EACH 0 2 0 0 2 23 2417-0225000 METAL APRONS, 3 0 0 0 3 24 2435-0130148 MANHOLE, SANITARY SEWER, SW -301, 481N. EACH 1 8 0 0 9 25 2435-0140148 MANHOLE, STORM SEWER, SW -401, 48 IN,,-' EACH 0 1 0 0 1 26 2435-0140400 MANHOLE, STORM SEWER, SW -404 EACH 2 0 0 2 27 2435-0250900 INTAKE, SW -509 EACH 1 2 D 0 3 28 2435-0251000 INTAKE, SW510 EACH 0 7 0 0 7 29 2435-0251218 INTAKE, SW -512, N. EACH 1 0 0 1 30 2435-0251224 INTAKE, SW 2, 241N. EACH 0 1 0 0 1 31 2435-0251300 INTAK , W-513 EACH 0 0 0 2 32 2435-0600020 HOLE ADJUSTMENT, MAJOR EACH 1 io: 0 1 33 2502-2308110 CONTINUOUS TRENCH DRAIN (500-20) LF 270 0 0 270 34 2502-821 6 SUBORAIN, LONGITUDINAL, (SHOULDER) 61N. DIA LF D 4175 0 0 4175 35 250 220193 SUBDRAIN OUTLET (RF -19G) EACH 0 16 0 16 36 502-8220197 SUBORAIN OUTLET (RF -191) EACH 9 0 0 0 9 37 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED, (HOPE), 121N. LF 20 0 0 0 20 38 2503-0111018 STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 181N. LF 185 0 0 0 188 39 2503A112012 STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 121N. LF 60 0 0 D 60 40 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS III), 151N. LF 0 445 0 0 445 ESTIMATED PROJECT QUANTITIES HWY 1 AREA - WORK WITHIN IOWA DOT ROW MOSS AREA - WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE �, . ITEM NO ITEM CODE ITEM UNIT DIVISION 1 DIVISION 2 DIVISION 3 .� DIVISION 4 TOTAL QUANTITY AS BUILT QUANTITY N p' 03-0114224 2503-0 4236 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 241N. STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 361N. LF LF 0 58 55 1 77 0 0 0 0 55 135 2503-011424 2503-0114248 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (GLAS5111), 421N. I TORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 48 IN. LF LF 0 0 125 255 0 0 0 0 125 255 " 46'^" 2503-0116244 2504-0114008 STO SEWER GRAVITY MAIN, TRENCHED, (RCAP), 2000D (CLASS A -III), 441N. X 271N, SANITARY ER GRAVITY MAIN, TRENCHED, (PVC), 8 IN. LF LF 0 0 30 0 0 0 0 155 30 155 47 2504-0114024 SANITARY SEW VIN MAIN, TRENCHED, (PVC), 241N, LF 0 0 164 1926 2090 48 2506-4984000 PLOWABLE MORTAR CY 12 0 0 0 12 49 2507-0800032REVETMENT, CLASS C TON 441 889 0 0 1330 60 2507-6800042 REVETMENT, CLASS D TON 0 80 0 0 80 51 2510-6745850 REMOVAL OF PAVEMENT BY 300 0 0 0 4300 ' 52 2511-7526006 SIDEWALK, P.C. CONCRETE, 61N. BY 319 1094 190 657 2260 53 2511-7526008 SIDEWALK, P.C. CONCRETE, 8 IN. S 47 0 28 II 0 I 75 I 54 2512-1725256 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 1480 0 0 0 1 1480 55 2524-9265010 POSTS, STEEL, AS PER PLAN EACH 0 7 0 0 7 56 2524-9275222 WOOD POSTS FOR TYPE A OR B SIGNS, 4 IN. X 61N, LF 104 0 0 0 104 57 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM SF 67 40 0 0 '''. 107 582525-0000100 TRAFFIC SIGNALIZATION LS 1 0 0 0 i 59 2526-8285000 CONSTRUCTION SURVEY LS 0.5 0.5 0 0 1 60 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 133 23 0 0 156 61 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 11 5 0 0 16 62 2528-8400157 TEMPORARY FLOODLIGHTING LUMINAIRE EACH 2 0 0 0 2 63 2528-8400256 TEMPORARY TRAFFIC SIGNALS EACH 2 0 0 0 I 2 64 2528-8445110 TRAFFIC CONTROL LS 0.9 0.1 0 0 1 65 2528-8445113 FLAGGERS EACH 4 0 0 0 4 66 2528-8445115 PILOT CARS EACH 2 0 0 0 2 67 2531-5200010 PAVEMENT SURFACE REPAIR (MILLING LIM ONE) SY j 1220 0 0 0 1220 68 2533'4980005 MOBILIZATION LS 0.5 0.5 0 0 7 69 2548-0000100 MILLED SHOULDER RUMB RIPS, HMA SURFACE STA 16 0 0 0 16 70 2554-0112012 WATER MAIN, TRE D, DUCTILE IRON PIPE (DIP), 12 IN. L 0 0 25 2025 2050 71 2554-0207012 VALVE, G ,DIP, 121N. EACH 0 0 7 2 9 72 2554-0210201 F HYDRANT ASSEMBLY, WM-201 EACH 0 0 1 e 7 73 2599-9999 HYDROSEEDING ACRE 2 8 0 0 10 74 2,5W6599002 TEMPORARY SEEDING ACRE 2 8 0 0 10 75 2599-9999003 1 HYDRIC SOIL, STRIP, SALVAGE/STOCKPILE CY 0 188 0 0 188 2599-9999005 CURB INLET FILTER EACH 1 8 0 0 9 I 77 2599-9999017 SPECIAL COMPACTION OF SUBGRADE FOR SIDEWALK 2 0 1 0 3 78 2599-9999201 COMPOST FILTER TUBE, 12 -INCH DIA./SILT FENCE JE:� 1300 5215 0 1 0 6516 79 2599-9999202 CLEAN-OUT OF COMPOST FILTER TUBEISILT FENCE 1710 860 0 0 8570 80 2599-9999209 REMOVE COMPOST FILTER TUBE/SILT FENCE LF 1710 68 0 0 8570 SHEET T�TPL SHIVCt IAS C r-_RY Cagier FapYb.U•ww cq,w•oee Moawa lA n',crr,x c:': xe,:,, .:::a [.Y,.rti MOYp,0.•BbwMplary N.. Ctlg IL aH BT C 'AT°' -13-2N PROJECT NUMBER I eit ftv..an 28,W Nm"u CRA IbM Cay, bxa 6tZe6 ,JOHNSON COUNTY 112327-1 1810)8SH , Fem18l�36a68'L� CHr,^,SEO BY, :OB .... ➢PTE, C6-13-2013 NO. ESTIMATED PROJECT QUANTITIES C.02 SHEETS ESTIMATED PROJECT QUANTITIES HWY 1 AREA -WORK WITHIN IOWA DOT ROW MOSS AREA -WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE ITEM NO. ITEM CODE ITEM UNIT DIVISION 1 DIVISION 2 DIVISION 3 DIVISION 4 TOTAL QUANTITY AS BUILT QUANTITY 41 25 114224 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS III), ?41N. OF 0 55 0 D 55 42 2503-01142 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS III), 361N. OF 58 77 0 0 135 43 2503-0114242 M SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS 111), 42 IN. OF 0 125 0 0 125 44 2503-0114248 STORMS ER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS Ili), 481N. LF 0 255 0 0 255 45 2503-0716244 STORM SEWER VITY MAIN, TRENCHED, (RCAP), 20000 (CLASS A -III), 44 IN. X 27 IN. LF 0 30 0 46 2504-0114008 SANITARY SEWER GRA MAIN, TRENCHED, (PVC), 8 IN. LF 0 0 155 155 47 2504-0114024 SANITARY SEWER GRAVITY MA RENCHED, (PVC), 241N- LF 0 764 1926 2090 s a ��-46 2506-4984000 PLOWABLE MORTAR CY 72 0 0 0 72 e rUJI "-A9 2507-6800032 REVETMENT, CLASS C TON 441 889 0 D 1330 2507-6800042 REVETMENT, CLASS D 0 80 0 0 80 a Q x--:57 2510-6745850 REMOVAL OF PAVEMENT SY 4300 0 0 0 4300 I ff x.� -Si 2511-7526006 SIDEWALK, P.C. CONCRETE, 6IN. SY 319 1094 190 657 2260 C 'S3 2511-7526008 SIDEWALK, P.C-CONCRETE, BIN. SY 47 D 28 0 75 c -•a 54 2512-1725256 CURB AND GUTTER, P.G. CONCRETE, 2.5 FT. OF 7480 0 0 0 1480 55 56 2524-9265010 2524-9275222 POSTS, STEEL, AS PER PLAN WOOD POSTS FOR TYPE AOR B SIGNS, 4 IN. X6 IN. EACH LF 3 706 6 0 0 0 0 0 9 106 57 2524-9325001 TYPE ASIGNS, SHEET ALUMINUM SF 47 40 0 0 87 58 2525-0000700 TRAFFIC SIGNALIZATION LS 1 0 0 0 7 DD 59 2526-8285000 CONSTRUCTION SURVEY LS 0.5 0.5 6 0 1 60 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 142 23 0 0 765 � 61 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 77 5 0 0 16 I 62 2526-64b0157 TEMPORARY FLOODLIGHTING LUMINAL H 2 0 0 tl 2 63 2528-6400256 TEMPORARY TRAFFIC SIGNALS EACH 2 0 0 0 2 64 2528-8445110 TRAFFIC CONTROL LS 0.9 0.1 0 0 1 65 2528-8445113 FLAGGERS EACH 0 0 0 4 66 2528-8445115 PILOT CARS EACH 2 0 0 0 2 67 2531-5200076 PAVEME URFFlCE REPAIR (MILLING LIMESTONE) SY 1220 0 0 0 1220 68 2533-4980005 MO RATION LS 0.5 0 0 1 69 2546-0000100 ILLED SHOULDER RUMBLE STRIPS, HMA SURFACE STA 16 0 0 0 16 70 2554-01720 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 12 IN. OF 0 0 25 2025 2050 71 2554-0 072 VALVE, GATE, DIP, 121N. EACH 6 0 2 9 72 2X4-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 0 0 1 6 7 0 8570 73 2599-9999001 HYDROSEEDING ACRE 2 8 0 0 70 74 2599-9999002 TEMPORARY SEEDING ACRE 2 8 0 10 7 2599-9999003 HYDRIC SOIL, STRIP, SALVAGE/STOCKPILE CY 0 188 0 0 188 76 2599-9999005 CURB INLET FILTER EACH 1 8 0 0 9 77 � 2599-9999017 SPECIAL COMPACTION OF SUBGRADE FOR SIDEWALK STA 2 0 1 0 78 2599-9999201 COMPOST FILTER TUBE, 12 -INCH DIA./SILT FENCE LF 7300 5215 0 0 8515 79 80 2599-9999202 2599-9999209 � CLEAN-OUT OF COMPOST FILTER TUBE7SILT FENCE REMOVE COMPOST FILTER TUBE+SILT FENCE ' LF OF 1710 6866 0 0 8570 SHIVChIATiC-RY CdwRarftTA,Trn CM1,,A,DeMdmylA - W" IL • Btoo gro IL I CMwn L SNa-ffiw,Ine 8 NaWWeUN%bwaOW,,1m 5Y2A (a1, a595890 •Pea (3i8} a5M6321 RgWABY Oa 21-2013 JOHNSON COUNTY PR]JECTNVN6ER 112327-1 ESTIh1ATE0 PROJECT QDANTITIES NOET 0.02 SHETDTEYS EtEEKEo en as nuiE� 8s -2I -E 1710 6860 0 0 8570 F._-7 ti m c+7 co 0 N Do c E U ESTIMATED PROJECT QUANTITIES HWY 1 AREA -WORK WITHIN IOWA DOT ROW MOSS AREA - WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE ITEM NO, ITEM CODE ITEM UNIT DIVISION 1 DMSION 2 DIVISION 3 DIVISION 4 TOTAL AS BUILT QUANTITY QUANTITY 83 2599-9999309 WATER MAIN, CATHODIC PROTECTION, DIP 121N. LF 0 0 400 0 400 84 2599-9999105 1 E PROTECTION BAG/FILTER SACK EACH 1 4 0 0 5 85 2601-2638620 MACAD STONE SLOPE PROTECTION BY 27 0 0 0 27 86 2601-2643401 TURF REINF EMENT MAT SQ 560 2240 0 000 87 2602-0000020 SILT FENCE LF 410 1645 0 0 2055 68 2602-0000120 DITCH CHECK (SYNTHETIC- PE) OF 110 470 0 0 580 SHIVCFIA-TTC-RY FtVkfkR`� City, A`Dew A FJiN fty.� 2894N.VWWDN4MMl IVNM16 DRAWN BY, C!M LIEi�_ia_Bp� PROJECT NUMBER N� V,ETS AL NbMC`BboAtV�4R`CthaY4R pre1851-9oia`F�z -8Bm cMECNEn en +oe BAT 112327-1 JOHNSON COUNTY 112327-1 ESTIMATED PROJECT QUANTITIES CO3 1004A MOD 10-29-02 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DE TION NO.= a I'GEF♦"{'eODE DESCRIPTION 14 2303-0043502 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), SU C OURSE, 112 IN. MIX, FRICTION L-2 ITEM INCLUDES THE SECOND 1.5 -INCH LIFT OF E OVERLAY. INCLUDES HIGHWAY 1 SB WIDENING AREA, HIGHWAY 1/MOSS RIDGE ROAD INTERSEC N P EL REPLACEMENTS, AND HIGHWAY 1 NB WIDENING AREA. ALSO INCLUDES MILL AND REPLACE AREA LQG+ TIO REFER TO TYPICAL GROSS SECTIONS ON "B" SHEETS AND PAVING PLAN AND PROFILE ON "D" SHEETS SO IN UDES 2 -INCH SURFACE PAVING SECTION ON LIFT STATION. REFER TO SHEET U.04. QUANTITY BASED,A1J 155 PC ER IOWA DOT DESIGN MANUAL SECTION 18.4 2ey$8860001 CLEA G AND GRUBBING REFER "A"SHEETS. _ j--,. -- 2r-0070 �- EXCAVATION, C 5 10, ROADWAY AND BORROW REFER TO TABULA NON "T" SHEETS. B IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AN OFF 517E BORROW AREA. BORROW SHAL E SUITABLE SOILS MEETING THE REQUIREMENTS OF SECTION 2102.02, D, 2. OF THE IOWA DOT RD S. NO OVERHAUL IS REQUIRED ON THE PROJECT. STANDASPECIFICATI f I 15 2304-0101000 TEMPORARY PAVEMENT ITEM INCLUDES MODIFIED S BASE, HMA PAVEMENT, HMA CURBING, AND REMOVAL OF TEMPORARY PAVEMENT. REFER TO SHEET F.01, 3 j 2105-8425015 TOPSOIL, STRIP, SALVAGE AND 5 D QUANTITY INCLUDES STRIPPING 6-I ES OF TOPSOIL FROM THE AREA WITHIN THE NEED LIMITS AND STOCKPILING THE MATERIAL WITHIN THE RIGHT -OF- Y OR TEMPORARY CONSTRUCTION EASEMENT. TOPSOIL SHALL BE RESPREAD AT A MINIMUM DEPTH OF 6 -IN ES ON THE DISTURBED FORESLOPES, DITCH BOTTOMS, AND BACKSLOPES. I THIS QUANTITY DOES NOT INCLUDE A SHRI GE FACTOR. REFER TO THE "C" SHEETS. I 16 2315-8275025 SURFACTEM NCINWAY, CLASS A CRUSHED STONE U DS 2.5 NCH CLASS A CRUSHED STONE AT DRIVEWAY. REFER TO SHEET D.05. 4 2115-0100000 MODIFIED SUBBASE REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEET 17 2401-6750001 R OVALS, AS PER PLAN EFER TO "A" SHEETS. w 5 2121-7425010 GRANULAR SHOULDERS, TYPE A REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS. 18 2401-67 910 REMOVAL OF SIGN INCLUDES ALL WORK NECESSARY TO REMOVE ROADWAY SIGNAGE. REFER TO TABULATION 190-62 ON SHEET N.03. REMOVAL AND REINSTALLATION OF SIGNS IS INCIDENTAL TO THIS BID ITEM. I i 6 21225500060 PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 61N. REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS. ....._ 19 2416-0100015 APRONS, CONCRETE, 151N. DIA. REFER TO SHEET M.02. J i 7 2213-7100400 RELOCATION OF MAIL BOXES REFER TO SHEET A.12. 20 2418-0100036 APRONS, CONCRETE, IN. DIA. REFER TO SHEETS M.O5,S, M.07, AND M.08. 8 2301-1033080 i STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 8 IN. ITEM INCLUDES LIFT STATION DRIVEWAY (DOES NOT INCLUDE 8 -FOOT WIDTH SIDEWALK). SEE SHEET U. 21 2416-0100042 APRONS, CONCRETE, 421N. DIA. REFER TO SHEET M.03. 9 2301-1033090 �{ I STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 D ILITY, 91N, ITEM INCLUDES MOSS RIDGE ROAD PAVING. REFER TO TYPICAL CROSS SECTIONS ON " " HEETS AND PAVING PLAN AND PROFILE ON "E" SHEETS. THIS QUANTITY INCLUDES THE AREA OF THICKENED P EMENT AT THE CONNECTION TO HIGHWAY 1 PAVING. 22 2416-0100048 APRONS, CONCRETE, 481N. DIA, REFER TO SHEET M.04. 23 2417-0225000 METALAPRONS, REFER TO SHEETS M.09 AND U.08. 10 2301-1033100 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEME , CLASS C, CLASS 3 DURABILITY, 101N. 1 ITEM INCLUDES PCC BASE PAVING ON HIGHWAY 1. INCLUDES SBWIDENING AREA AND HIGHWAY 1/M0SS RIDGE ROAD INTERSECTION PANEL REPLACEMENT AREAS, REFER TO TYP CROSS SECTIONS ON "B" SHEETS, PAVING PLAN AND PROFILE ON "D" SHEETS, AND "C' SHEETS FOR GEOME TAILS, 24 24 0130148 MANHOLE, SANITARY SEWER, SW -301, 481N. REFER TOMS"SHEETS. ' 11 2301-4875004 MEDIAN, P.C. CONCRETE, 41N. ITEM INCLUDES HIGHWAY 1 RAISED M N ON SOUTH AND NORTH LEGS ON HIGHWAY VMOSS RIDGE ROAD INTERSECTION, REFER TO TYPIC ROSS SECTIONS ON "B" SHEETS, PAVING PLAN AND PROFILE ON "D" SHEETS, AND "L" SHEETS FOR GEOMETRIC OF ILS. 25 2435-0140148 MANHOLE, STORM SEWER, SW -401, 481N. EFER TO SHEET M.02. 1 26 2435-0140400 MANHO , STORM SEWER, SW -404 REFER TO EET M.04. 12 2303-0041500 HOT MIX ASPHALT TURE (3,000,000 ESAL), BASE COURSE, 1/2 IN, MIX ITEM INCLUD .5 -INCH HMA BASE PAVING SECTION ON HIGHWAY 1 NB WIDENING. REFER TO TYPICAL CROSS SECTION "B" SHEETS. ALSO INCLUDES 2 -INCH BASE PAVING SECTION ON LIFT STATION. REFER TO SHEET U.04. QUA Y BASED ON 150 PCF PER IOWA DOT DESIGN MANUAL SECTION 1B -L 27 2435-0250900 ''. INTAKE, SW -509 REFER TO SHEETS M. M.05, AND U.06. 13 2303-0 0 I HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), INTERMEDIATE COURSE, 1/21N. MIX 1 ITEM INCLUDES THE FIRST 1.5 -INCH LIFT OF THE MHA OVERLAY. INCLUDES HIGHWAY 1 SB WIDENING AREA, HIGHWAY 1/MOSS RIDGE ROAD INTERSECTION PANEL REPLACEMENTS, AND HIGHWAY 1 NS WIDENING AREA. REFER TO TYPICAL 28 2435-0251000 IN -510 TAKE, O SHE l CROSS SECTIONS ON "B" SHEETS. ALSO INCLUDES 2 -INCH INTERMEDIATE PAVING SECTION ON LIFT STATION. REFER REFER TO SHEETS M.01, M.05, AND 6. TO SHEET U.04. QUANTITY BASED ON 150 PCF PER IOWA DOT DESIGN MANUAL SECTION 18.4. I SHEET TQTPL SHIVCFEATTC—FZY 1,ft A, CIH'E2 AUNy IL • 9bwNrylw IL Gka6u 2 WW1961dn1D ` Fu pW1251-0621 nanwul a crM o- TEI 16-111.ao GCC�NED BVD uB-DAT_ X1- 2013 �OHN$�N COUNTY Ec 112327.1 ESTIMATE REFERENCE C 6Q O Eh C) O N (`J I 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 29 2435-0251218 INTAKE, SW -512,18 IN. REFER TO SHEET M.09. 30 2435-0251224 INTAKE, SW -512,24 IN. REFER TO SHEET M.02. 31 2435-0251300 INTAKE, -513 REFER TO EETS M.03 AND M.05. 32 2435-0600020 MANHOLE ADJUSTMEN OR ITEM INCLUDES ADJUSTMEN EXISTING SMI -11. REFER TO SHEET A.09 AND MS.06. 33 2502-2308110 CONTINUOUS TRENCH DRAIN (500-20) REFER TO TYPICAL CROSS SECTION 8 (B.05), STAKIN YOUT (L.07) AND TRENCH DRAIN DETAIL (U.08). 34 2502-8212036 SUBDRAIN, LONGITUDINAL, (SHOULDER) 61N. DIA. REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS AND PAVING P PROFILE ON THE "E" SHEETS. CLEANOUT ASSEMBLIES ARE INCIDENTAL TO THIS ITEM. 35 2502-8220193 SUBDRAIN OUTLET (RF -19C) REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS AND PAVING PLAN AND PROFILE ON THE "FTs. 36 2502-8220197 SUBDRAIN OUTLET (RF -19F) REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS AND PAVING PLAN AND PROFILE ON THE "D" SHEETS. 37 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED,(HDPE), 12 IN, REFER TO SHEET M.09. 38 2503-0111018 STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 181N. REFER TO SHEET M.09. 39 2503-0112012 STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 121N. REFER TO SHEET U.08. 40 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS 111), 151N. REFER TO SHEETS M.01, M.02, M.05, AND M.06. 41 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D SS III), 241N. REFER TO SHEET M.03. 42 2503-0114236 STORM SEWER GRAVITY MAIN, TRENC , (RCP), 2000D (CLASS 111), 361N. REFER TO SHEETS M.05, M.07, AND ^. 8. 43 2503-0114242 STORM SEWER GRV6 MAIN, TRENCHED, (RCP), 2000D (CLASS III), 421N. REFER TO SHE .03. 44 2503-0114248 RM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 481N. REFER TO SHEET M.04. 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 45 2503-0116244 STORM SEWER GRAVITY MAIN, TRENCHED, (RCAP), 2000D (CLASS A -III), 441N. X 271N. REFER TO SHEET M.05. 46 2504-0114008 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 81N. REFER TO SHEET MS.06. 47 2504-0114024 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 241N. REFER TO 'MS' SHEETS. 48 2506-4984000 FLOWABLE MORTAR REFER TO SHEET D.01. 49 2507-6800032 REVETMENT, CLASS C REFER TO SHEET U.05. 50 2507-6800042 REVETMENT, CLASS D REFER TO SHEET U.05. 51 2510-6745850 REMOVAL OF PAVEMENT ITEM INCLUDES REMO F HMA PAVEMENT, PCC BASE/HMA SURFACE PAVEMENT, AND MEDIAN PAVEMENT. AREA INCLUDES HIGH SB SHOULDER REMOVAL AREA, HIGHWAY 1/MOSS RIDGE ROAD INTERSECTION PANEL AND MEDIAN RP4015ALS, AND HIGHWAY 1 NS SHOULDER REMOVAL AREA. SAWCUTTING IS INCIDENTAL TO THIS ITEM. REF "A' SHEETS. 52 251 006 SIDEWALK, P.C. CONCRETE, 61N. REFER TO THE "B" SHEETS, "D" SHEETS, AND "S" SHEETS FOR PLAN LOCATIONS AND GEOMETRY. 53 2511-7526008 SIDEWALK, P.C. CONCRETE, 81N. ITEM INCLUDES ONLY THE 8 -FOOT WIDTH SIDEWALK HATCHED AS 8" PCC ALONG THE NEW HMA LIFT STATION PAD. FER TO SHEET U.04. 54 2512-1725256 CURB AND GUTTER, P.C. CO ETE, 2.5 FT. QUANTITY INCLUDES 889 LF TO CQ STRUCT THE SOUTH SIDE HIGHWAY 1/MOSS RIDGE ROAD INTE�ECTION MEDIAN CURB AND GUTTER AND 576 OF TO STRUCT THE NORTH SIDE HIGHWAY 1/MOSS RID, ROAD Ih'17 RSECTION MEDIAN CURB AND GUTTER. LENGTH UDES TRANSITIONS FROM 6 -INCH SLOPED CU TO 6-114M STANDARD CURB. "++._C"1 S-- 55 2524-9265010 POSTS, STEEL, AS PER PLAN REFER TO TABULATION 190-51 ON SHEET N.03.r` 56 2524-9275222 WOOD POSTS FOR TYPE A OR B SIGNS, 4 IN. X 6 IN.• - REFER TO TABULATION 190-51 ON SHEET N.03.� 57 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM REFER TO TABULATION 190-66 ON SHEET N.03. 58 2525-0000100 TRAFFIC SIGNALIZATION REFER TO "N" SHEETS AND TABULATIONS ON SHEET N.04. �I••IIVCI I/-i-11'"E:R�/ Ctlb ApGy6 y�, 4ml Cly. yY,py MpyR4 y� glyrl.fbtlp�,,yp 'mygN pgM14lwq �bt pAy 6Hpg6 ➢RAWN HYD CEu ➢ATE, W -.1p2013 PR➢JECT NUMBER I AAL Ma'°R`a�°°"' '�^`�'�°°��L m 'sa➢`1*"�H�� CHECKED BY, ZB DATE. 06-u-BR3 JOHNSON COUNTY 112327-i ESTIMATE REFERENCE CDS SNEEis 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 59 2526-8285000 CONSTRUCTION SURVEY TEMPORARY SEEDING 60 C%J 2527-92I3117 P TED PAVEMENT MARKINGS, DURABLE REF TO TABULATION 108-22 ON SHEET N.02. SEEDING WINDOW PRIOR TO PERMANENT SEEDING. REFER SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS _ Uj a W 252 - X63143 coL-3(•"- PAINTED SYMBO AND LEGENDS, DURABLE REFER TO TABULAT 108-29 ON SHEET N.02. 75 2599-9999003 j t1p, !3252t4 157 _ �- TEMPORARY FLOODLIGHTING LU IRE REFER TO THE "J" SHEETS FOR TRAFF ONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILI STOCKPILING AT WEST END OF PROJECT ITS. QUANTITY DOES NOT INCLUDE SHRINKAGE FACTOR. REFER TO N 63 2528-8400256 TEMPORARY TRAFFIC SIGNALS REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFOR ON. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. lz 76 2599-9999005 64 2528-8445110 TRAFFIC CONTROL REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. REFER TO SETS A.03 TO A.O6 FOR TEMPORARY BARRIER RAIL. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PR CT IF NIGHT WORK IS UTILIZED. QUANTITY INCLUDES C INLET FILTERS AT ALL NEW STORM SEWER INTAKES ALONG MOSS RIDGE ROAD AND 65 2528-8445113 FLAGGERS REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICA N DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. QUANTITY INCLUDES ALLOWANCE FOR 2 FLAGGER BE USED FOR 2 WORK SHIFTS AS PART OF STAGE 4 TRAFFIC CONTROL (107). PREIDURING-CO UCTION SHEET C.16 FOR CURB INLETS ALONG HIGHWAY 1. REFER TO STORMWATER POLLUTION 66 2528-8445115 PILOT CARS REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APP TO THIS PROJECT IF NIGHT WORK IS UTILIZED. QUANTITY INCLUDES ALLOWANCE FOR 1 PILOT CAR TO BE USED R 2 WORK SHIFTS AS PART OF STAGE 4 TRAFFIC CONTROL TO SHEET FOR CURB INLET FILTER DETAIL. SEE PROJECT SPECIFICATIONS SECTION 02370, I 67 2531-5200010 PAVEMENT SURFACE REPAIR (MILLING LIMESTONE) ITEM INCLUDES MILLING EXISTING HMA SURFACE (A 1.5 -INCH REMOVAL DEPTH)ALONG HIGHW BETWEEN 1085+40t TO 1087+60, 1087+60t TO 1089+50t, 1089+50t TO 1092+70±.1095+60± TO 1099+90t, AND 93+40 O 99+20x, REFER TO THE"A"SHEETS. SXCIAL COMPACTION OF SUBGRADE FOR SIDEWALK 68 25334980005 MOBILIZATION 78 2599- 201 69 2548-0000100 MILLED SHOULDER RUMBLE STRIPS, HMA SURFACE REFER TO "B" SHEETS AND STANDARD ROAD PLAN PV -12. QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF DISTURBED AREA. REFER TO STORMWATER 70 2554-0112012 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP IN. ITEM INCLUDES CLASS 52 AND CLASS 53 WATE AIN ALONG MOSS RIDGE ROAD. REFER TO'MW" SHEETS. COMPOST FILTER TUBE AND SILT FENCE DETAILS. SEE PROJECT SPECIFICATIONS SECTION 02370. 71 2554-0207012 VALVE, GATE, DIP, 121N. REFER TO "MW" SHEETS. ZZ CLEAN-OUT OF COMPOST FILTER TUBE/SILT FENCE 72 2554-0210201 FIRE HYDRANT ASSPNfBLY, WM-201 REFER TO"MW" EETS. POLLUTION PREVENTION PLAN - PREIDURING-CONSTRUCTION SHEETS C.10 TO C.21. SEE PROJECT SPECIFICATIONS 73 2599-0999001 YDROSEEDING QUANTITY INCLUDES ALL DISTURBED AREAS FOLLOWING FINAL COMPLETION OF CONSTRUCTED ITEMS. ITEM INCLUDES 6 ACRES TYPE 1 AND 4 ACRES TYPE 2 SEEDING AS DESIGNATED IN THE STORMWATER POLLUTION PREVENTION PLAN- POST -CONSTRUCTION SHEETS. REFER TO SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS SECTION 02370. 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIP 74 2599-9999002 TEMPORARY SEEDING QUANTITY INCLUDES ALL DISTURBED AREAS REQUIRING TEMP RY SEEDING TO BE ESTABLISHED OUTSIDE SEEDING WINDOW PRIOR TO PERMANENT SEEDING. REFER SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS SECTION 02370. 75 2599-9999003 j HYDRIC SOIL, STRIP, SALVAGEISTOCKPILE QUANTITY INCLUDES EXISTING IMPACTED W NO AREAS. ITEM INCLUDES STRIPPING, SALVAGING, AND STOCKPILING AT WEST END OF PROJECT ITS. QUANTITY DOES NOT INCLUDE SHRINKAGE FACTOR. REFER TO SHEETS C.10 TO C.14. SEE IOWA DOT ANDARD SPECIFICATIONS SECTION 2105. lz 76 2599-9999005 CURB INLET FILTER j QUANTITY INCLUDES C INLET FILTERS AT ALL NEW STORM SEWER INTAKES ALONG MOSS RIDGE ROAD AND EXISTING STORM SE INTAKE ON HIGHWAY 1. REFER TO STORMWATER POLLUTION PREVENTION PLAN - PREIDURING-CO UCTION SHEET C.16 FOR CURB INLETS ALONG HIGHWAY 1. REFER TO STORMWATER POLLUTION PREVENTION P N - POST -CONSTRUCTION SHEETS C.22 TO 0.26 FOR CURB INLETS ALONG MOSS RIDGE ROAD. REFER TO SHEET FOR CURB INLET FILTER DETAIL. SEE PROJECT SPECIFICATIONS SECTION 02370, I 77 2599-9999017 SXCIAL COMPACTION OF SUBGRADE FOR SIDEWALK EFER TO 'S" SHEETS. SEE IOWA DOT STANDARD SPECIFICATIONS SECTION 2511 I 78 2599- 201 COMPOST FILTER TUBE, 12 -INCH DIA./SILT FENCE QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF DISTURBED AREA. REFER TO STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION SHEETS C.10 TO C.21. REFER TO SHEET C.36 FOR COMPOST FILTER TUBE AND SILT FENCE DETAILS. SEE PROJECT SPECIFICATIONS SECTION 02370. 2599-9999202 CLEAN-OUT OF COMPOST FILTER TUBE/SILT FENCE QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF DISTURBED AREA. REFER TO STORMWATER POLLUTION PREVENTION PLAN - PREIDURING-CONSTRUCTION SHEETS C.10 TO C.21. SEE PROJECT SPECIFICATIONS SECTION 02370. 80 2599-9999209 REMOVE COMPOST FILTER TUBE/SILT FENCE QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF DISTURBED AREA. REFER TO STORMWATER POLLUTION PREVENTION PLAN -PRE/DURING-CONSTRUCTION SHEETS C.10 TO C.21. SEE PROJECT SPECIFICATIONS SECTION 02370. 81 25 -9999010 NEW 10 FT. X 5 FT. BOX CULVERT REFER TO'V" SHEETS FOR BOX CULVERT INFORMATION. SEE IOWA DOT STANDARD SPECIFICATIONS SECTION 2403. STRUCTURAL CONCRETE SHALL BE CLASS "C." I 82 2599-9999110 10 FT. X 5 FT. BOX CULVERT EXTENSION EFER TO "V" SHEETS FOR BOX CULVERT INFORMATION. SEE IOWA DOT STANDARD SPECIFICATIONS SECTIONS 2403 A14D 2414. STRUCTURAL CONCRETE SHALL BE CLASS "C." I 83 2599-9999309 N, CATHODIC PROTECTION, DIP 121N. LU S WATER MAIN ALONG HIGHWAY 1. REFER TO MW.00 AND MW.06. SEE PROJECT SPECIFICATIONS S 02 AND 02665. NPREIDURING-GONSTRUCTI 84 2599-9999105 ROTECTION AG(FILTER SACK Y INCLUDES I AKPROTECTION BAGS AT ALL NEW AND EXISTING STORM SEWER AREA INTAKES ALONG DGE ROAD AND GHWAY 1. REFER TO STORMWATER POLLUTION PREVENTION PLAN - j ING-GONSTRUCTI SHEET C.10 FOR EXISTING INTAKE ALONG MOSS RIDGEROAD. REFER TO STORMWATER ON PREVENTION PL - POST -CONSTRUCTION SHEETS 022, 023,AND C24 FOR INTAKES ALONG MOSS RIDGE D SHEET C28 FOR IN E ALONG HIGHWAY 1. SEE PROJECT SPECIFICATIONS SECTION 02370. Qe➢er ReP85 N • b Gy, U , W BNy+4 U mt.4wfty. m 2 W"ft DNA IoM Cipt bxa 6HTA6 DRA4N HYD CEM ➢PTEA ➢s-21-203 I PROJECT NUMBER I ESTIMATE REFERENCE N➢, SHEETS SHIVChIATT C-RY JOHNSON COUNTY 2327-1 GO6 Molyq lL•ObdEJ,p1aA 1L.GYupo, N. �10851�W. Fa Rid1951-8�1 OTE i m M r M O N Cl) I 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 85 2601-263862 MACADAM STONE SLOPE PROTECTION NTITY INCLUDES 8 -INCH THICK MACADAM STONE AND FILTER FABRIC INSTALLATION AT RADIUS RETURNS OF MOSS E ROAD AND HIGHWAY 1 INTERSECTION. REFER TO SHEET C.29. 86 2601-2643401 TURF REINFORCEMENT QUANTITY INCLUDES EROSIO TROL BLANKETS IN ALL GRASSED AREAS GREATERTHAN 10% SLOPE AS DESIGNATED IN THE STORMWATER LUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS. REFER TO SHEETS C.22 TO C.33. SEE PROJECT SP CATIONS SECTION 02370. 87 2602-0000020 SILT FENCE QUANTITY INCLUDES SILT FENCE AT EXISTING AND PROPOSE RMWATER DISCHARGE POINTS. REFER TO STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONS TION SHEETS C.11, C.12, AND C.14 FOR LOCATIONS ALONG MOSS RIDGE ROAD AND SHEETS C.16 TO C.21 FOR L TIONS ALONG HIGHWAY 1. REFER TO DETAIL ON SHEET C.37. SEE PROJECT SPECIFICATIONS SECTION 02370. 88 2602-0000120 DITCH CHECK(SYNTHETIC - HDPE) QUANTITY INCLUDES GEORIDGE DITCH CHECKS ALONG HIGHWAY 1 DITCHES. REFER TO STOR TER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS. REFER TO DETAIL ON: C.37. SEE PROJE SPECIFICATIONS SECTION 02370, L SH I VCF14 i f CRY aeu raper w • iv n ary, u • ma ew.a w shhkFWHNBA R` 2& Wpb C I b Oft b 62245 LDM4wN 31, By DpiE! DL -13-2013 PROJECT NUMBER Q >E£ B CEO �J09 nnre wCcoB-v3-zou JOHNSUN COUNTY 112327-i ESTIMATE REFERENCE PROVIDE 12" COMPOST FILTER TUBE LEGEND OR SILT FENCE ALONG EDGE OF DISTURBED AREA. SEE DETAILS 1 _ -- PROJECT SITE _ _ _ _ _ _ 12" COMPOST FILTER AND 2 SHEET C.36, TYP. 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N \. .\893:§8'RIR,. .68CT.73'tE'8 `RCP\(�t,j u. .+\. i '}' EXISTING STORM SEW \ AND INTAKE,` - EXISTING CONTOUR, TYP STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING - CONSTRUCTION: MOSS RIDGE ROAD SHIVEHATI"C-RY a ar nwu N, nw as a 19: YN a"�'w Im �N.2oft `�b 04.10" 6 yvMg we ���}�N wo [crM u MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN g „•� - hI*A L` owdowlL,GbptL 0q 164i010`Ra bq 86440 a¢fSDm't Dtm o6-19-Htu JOHNSON COUNTY tt2327-0 STA: 127+00-125+25 C40 NN\ \ t LEGEND \till j 11 \ /! ►1.1"i".i�.• �i:" .'••t.'.•.• � 1\\i�54.:-1.�t i\ illitit\\\`OVA / / • j• f • ; " I ' t . ' i t. ' ' ' t' i" t i —\ 1(i PROJECT SITE 12" COMPOST FILTER rr r` t ' /• d.� ~ 1' t t i" ( ' 1' t. ' E ) 1, TUBE OR SILT FENCE t w r f rri DISTURBED f + t I j. + f i • t. i i. " (. i `� / & AREA yl/ • t\�\ �.�. • �1. wvtievvtvwk. SILT FENCE �����o'!•I�•J�•/•.t.•l.•t.�} .i�-."•i•.•1.��...t•11:1' I� �`�x �\\v DIRECTION OF \ �•.'•':.,'�-'�r"%.',� t t t ) �') G �� .�' ) . ' i/'• f . ' i . ' i . ' I. i I• '� / �.� \\\\ 6.0% -DRAINAGE EXISTING GRADE LQ T'!TI•i.1. \\ �• \ \. � "y."�•°\_•.�•.\\•.� •y••( .y.'rlco.l:v� ��^I t N j / / '----.—_ -- °�\ /�/�.,.'" .• .' - j ,I ' • . 1 '. \ '• ' y • ' .i• " \ '. \ .` /.!. ' / �j' j f ' !" J PROVIDE 12" COMPOST FILTER TUBE ir OR SILT FENCE ALONG EDGE OF t 1 r, • i I \ '\ \ .!•! r' j , ' � f •j" } DISTURBED AREA, SEE DETAILS 1 V. \ . ' y \ . \ .\' j! !,Ilj jl t AND 2 SHEET C.36, TYP.uj 1 i:l t y . \ . \' ; \ • y . \ . • 11 i l irr! f ( / 7 / ' / \ PROVIDE SILT FEN ONG �/ f % ' 11'• I / \f BANK OF D E WAY. s o{ �.. ' rri• tt'\\il .l'•ty ,•.. \. �. �. iii.rl•rrr.(�r." ��/•. o / i ( / so I' ca '•. "I. SEE DE 1/C 36 TYP t I t � ' L \.\�t1�\'t• i.t�. '•l�.'•i' .'1.�'t�' �. � •+lid' •7ti � �••1 t•'1�°,• t r / � � � � 1 It i .. .., r=;=�`-�-. 1. t C• t 1 't" '• : t \ \ \\ i \ .1 • ! t -C.E.— - 1 t' •\, � � • .1'.t' 1• .. '• :}. • • . t " . '• •t. •. " • . t • .. • 1 ' l\�`�.\\•l '�' ,~. t • ; y • •\. ', •}. _ / ! �-`�i I 1 t.. ttt' �. • . •. 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' " / 1• I: � •. � + ( .r' 1 � —.-�•, ,, �� •. ... /1 1••J."•f. !1//J!/j / 'j�!!/jI• J ��/•"�/'•I. {LIT.+" i.� t• s-•�,�1J'(/i •"•., y. i +' � pct /!!. J , /! • ! . rd • .o. • . , �. _ .i ( .j•I•i i. •�•i�(+.� • .�I'�•>>:�,'•.4�-�Jl' �/, . • / : t .1; • /fid-. t '. j � '/' •. / / lid,/ 1 ./_ i/• /y / t � • . ;i. ..i' . '•'`� °� �,1. � . •I. • .i .i' I ! :�� ..r . ,, / 1. l .� jdj/ /! . j ! . j/ t f / o �" -,� _-_tom(: _ ! • ... • • • • I .. • .. I _ � ��. a,.a�.-� : - `' •' ����/ t "— _ — co+. rj (jjjj• s`�. ff� i raj J /1 /. f { !— _� // t�',\ � \ \ .y't � J! ;�-`. +'1Jr.— i !.r -- • .' ..-- r .r r'.- r .-• Pj �.,,,1 � I �.G.�^Y rr ''� r"3 C.. EXISTING STORM SEWER, TYP as 'sg lir EXISTING CONTOUR, TYP �} STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD z~= i, II SFHIVEFIATirRY Foftm,� MK,q M* N BM1 m�X� low 616 /� cMe vnE p�,q �y Px0.E[i NMeEM MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN S JOHNSON COUNTY 112327-1 ciccKcp sn Z :z py-yrxala STA: 125+25-129-50 C.11 \ Z C I -4Z V 9' 1 � �• kith. .if i• `.. ...,,'f i' i r��f �t \� \, �, (` \ j` PROVIDE SILT FENCE ALONG \\ . • . ' „ _ BANK OF DRAINAGE WAY. s; / ��� • .. _�-r;� �r � SEE DETAIL 1/C.36, TYP. � i , f I I' . / .--.t � S./ f 1 LEGEND i PROJECT SITE _ _ _ _ _ 12" COMPOST FILTER DISTURBED TUBE OR SILT FENCE "� AREA SILT FENCE DIRECN OF 6.0°° EXISTING GRADE I i PROV 12" COMPOST FILTER TUBE I \� s j i I O ILT FENCE ALONG EDGE OF v �� ISTURBED AREA. SEE DETAILS 1 i AND 2 SHEET C.36, TYP. . . r k% A (O. tOCO V1. /. - _' -•S �'C� ,,; . _ - -=.''xce.. ___ - -880_ 77 -=-683-_ '_ - - - - - - - - - -' .-_ -. _ _ ®•- ..._.._.. __.. __ .__ _- - -684__ .. ------ - 7 EXISTING STORM SEWER, EXISTING CONTOUR, TYP l \\ gh _ STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD mipiwx CNY IYpIb.N.im�QY.N•Om N+MN &M/Mnr,SR f/DItMiW OL{bM CIy41Tm®16 °Wi�rr' c"'e mn' °T MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN EIffEtt SHIVC—FIATTC-1�Y nEegxs. ce nnmasuim3 JOHNSON COUNTY 112327-1 STA :129+50-133+50 CA2 N0§lLl8bmd bl L,0Wq L by!61-0010• A am E6liYPl A EXISTI�UR, TYP `\ PROVIDE 12" COMPO ILTER TUBE OR SILTFENCE ALO DGE OF DISTURBED AREA. SEE DETAILS 1 AND 2 SHEET C.36, TYP. -------�,—J——_— R,Cr.W. 1 LEGEND a PROJECT SITE SILT FENCE 12" COMPOST FILTER 6.0%o TUBE OR SILT FENCE EXISTING GRADE DEXISTING IMPACTED DIRECTION OF WETLAND DRAINAGE — % \ 7 \ %' 6s HYDRIC SOIL STOCKPILE: 86 r CONTRACTOR TO STOCKPILE HYDRIC SOIL AT A LOCATION / APPROXIMATELY 650' SOUTHWEST OF MOSS RIDGE ROAD STA. 129+00. \ CONTRACTOR TO COORDINATE LOCATION WITH MOSS RIDGE CAMPUS AT RAPID CREEK CONTRACTOR TO VERIFY THE EXACT LOCATION. SILT FENCE \� TO BE INSTALLED ALONG PERIMETER OF STOCKPILE. SEE DETAIL 1/C.36. �\ STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD . . . . •�'�. � 1. ! % • ( o rT7 ( —RY YOr N•bw axN•ow ww.N wavaft ft m mmoW011wiIw9.'gr. ew ws9a MW' cMa Wfle69E09 � �� MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN T Tog s SFiIVCFIATF" W*%L,8b.*,g L•CJ4�04L 0YlHl0D,fixbRi64lYi CMExO�-ccm ��� JOHNSON COUNTY --- 2327-1 STA: 133+50-137+50 G13 LEGEND . . . . . . . . . . . . . . . ......... . . . ....... ............ . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I /. . . . . . PROJECT SITE 12" COMPOST FILTER ...... PROVIDE 12" COMPOST FILTER TUBE ............... ...... ...... ............. ............ TUBE OR SILT FENCE OR SILT FENCE ALONG EDGE OF . . . . . . . . . . . . . . . . . . . . . DISTURBED DISTURBED AREA. SEE DETAILS I ...... ............... AREA rkrauNAAM160 SILT FENCE AND 2 SHEET C.36, TYP. .. . . . . . ....... . . . . . . . . . . . . . . . .. ............ .... EXISTING 6.0%- EXISTING GRADE ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1� IMPACTED -�< . . L - —J\j— DIRECTION OF . . . . . . ... . . . . . . I '9 . . . . . . . . . . . . . . . WETLAND ....... l.. . . . . . . A- . ............... ........ ...... . . . . . . . . . . . . . . . . . . . . -\ . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . PROVIDE SILT HYDRIC S STOCK, • ..... CONTRALTO ST PILE HYDRIC SOIL AT A LOCATION FENCE ALONG APPROXIMATE 0' SOUTHWEST OF MOSS RIDGE ROAD STA. 129+00. .... BANK OF DRAINAGE . . . If . . . . . . . . . . . . CONTRACT 0 ORDINATE LOCATION WITH MOSS RIDGE CAMPUS AT ...... WAY. ..... SEE DETAIL TOR TO VERIFY THE EXACT LOCATION. SILT FENCE ........... ........ .... .. ....... •RAPID EKCONT ............ 11C.36, TYP. TO INSTALLED ALO PERIMETER OF STOCKPILE. SEE DETAIL 1/C.36. ............. -T ......... ................ ....... ........ I ...... ..... ........ ....... 19, ........... ............ /ro ......... .......... ............ ..... .............. . . ...... ........... If '/' . ...... .... . ... ....... ...... ...... ...... z.. ............ ...... ..... ...... .............. .. ........... .......... .. 1 / • • it ........... ....... ....... �4 ------ ... ....... 7— ......... ........... X............. I ........ ........... ............ ...... I EXISTING CONTOUR, TYP ..... .. ... ........ .............I . ............... ... .......... ................ ...... 14 . . . ... f. ' .'.......... .— ... .... .... 1-144 .............. ....... I... V. ........ sir ............ . ........ ...... STRIP, SALVAGE AND STOCKPILE .......•I r TOP 6" OF WETLAND HYDRIC SOIL .......... ..... ...... / ........ AT WEST END OF PROPERTY ....... �4' ....... ....... ...... ......... ... -ta ' - -" - .... 44 .... I .... . 4 .... ........... ....... ........ .!.......+....... .. I ..... /- -/ - - 0—/ 4-4— ....... I .... .............. ...... ... - - --- -- ---- ----- . .. . . . . . .. . . . . . . . . 1 . ....... . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . ..... ... ..... . . . . . . . . . . . . ........... fill/ STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD SHIVEFIATTERY 006-11-11ft� II%Iww' Pa JOHNSON PlmJECi COUNTY ""s"' 112327-1 MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN � m .. H STA: 13]+50-192+00 M*AL-- I L, CNIms; L Do OU460•Is" so / f O LEGEND / / PROVIDE 12" COMPOST FILTER TUBE / OR SILT FENCE ALONG EDGE OF PROJECT SITE STABILIZED / DISTURBED AREA. SEE DETAILS 1 CONSTRUCTION EXISTING AND 2 SHEET C.36, TYP. ' D DISTURBED aENTRANCE AREA CONTOUR, TYP / s = �^''-_ r r ,. "►•� ' •�• / - DIRECTION OF/ _ ... •.�-• T /. y. . °fJE" 4T 12" COMPOST FILTER DRAINAGE/. /682-85 IE TUBE OR SILT FENCE�!. . . . . . . . . . . . . . �. I. . . . . J. .. /. 6.0% EXISTING GRADE .,�.._�_.�.E-^- �„ .. a T t� .. ....� . �. . • . ♦ ... . r.l,�-•--�./��...—��—` r ^ �,n •�.. r!� `.'. . . . . . . . . . . . . . . . . . . . . Z' . . . . . . . . . . . . . . . . . ./. . . . . . . . .f, . . . . . . . . . . ` ® _....�—'"""�_'* ♦ 1. . . . . . . . . . . . . r/ . . . . . . . . . . . . .-,,. . . . . . . �. . . . �.r f . f /. /.! . / .. .... / j. . . . . . . . . . . ... ... .. . — . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . <. . . . . . . . . . . . . . ... ../ . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rr. . r t` � �.•.'.•�•.—. .�...•... •....•.. •... .. Jam.•. .'... .l/. �.�•. .� •. .r •.. . . . . . .•... •r. .. r•_,_. ..+.":'. J -.r .�. .�..y /. r.7 ♦... • < . . . . . . . . . . . . . . . . . y..+^ . . . . . . . ♦ . . . . . /. . /' ./. ... ................... .. . ... . . .� --. _..�.:i �. • . .. . . . . . . ... .._. m................. .. . ._ . ` . • . .�r:/ • /.% �% .... ...... _ _ ............. �,..../. M1: ........... f. ...:.. ...... . , . . . . . v � .� .® 77 . . . . . . . . . . • ! % f t . r. ✓ /. /! ................ — ........ f... ............/ ... _....... /. ......... off..... <. �sl. / L' ..........1. , f .... .i.. _ ✓ / /6 Olt ..'. 1...........r ............. E ......'..;____ ��✓..... /•.'.'.'.'.'.'..'.'.'.. ...... .. r �.:�'.'.'!.��..,�. ..' .... i J . .�... i........�.....Ij......i......I• � / / /...... . y ' y PROVIDE 25X50' MINIMUM . . . . . . . . . . f. .. . . . . . .. .�. � �/...../........STABILIZED CONSTRUCTION .. • X �. J• - � / . . . . . . . . . ENTRANCE. DRESS WITH NEW . . . . t / .....E ......1 .............. /............. 1 1. 1......... ,'.. . . . .�. . . . . / STONE AS REQUIRED TO / . t ft7. . . . . . . ..... _ . . . . . . . PREVENT TRACKING ONTO / .. s a .J.N. ro./..........f C / �.�_. �-..�. �`, ..�. f ' ,HIGHWAY 1. IF MODIFIED OR ✓� J . � � c'1•'.� � % �, t f 1. . . . . . .�. .l J. REPAIRED, SEE DETAIL 2(C.37.i.. . . . ........ � \..... ir.......... i./.. ........... m �... ....g.. .. .........../..... .... .` .. .. .. .... /. t...... ..... �.......1..............................�..'... ... 1:. �....... a.. i .... /...../............ ,... . � .'.1. .j. '.�. �,. off/-�o. STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD SHIVEFIATTERY e7' bEO6-9-2N3 TJOHN$ON COUNTY 112327-1 R MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN NyN L • "m,igot L • C1Yaq t pq "f410.p • Rs Wi NFEYti ���p p1.� �M p� Qy�a."La STA: 199*50 -141*00 7 EXISTING CONTOUR, TYP o® I" EXISTING STORM SEWER AND INTAKE = PROVIDE 12" COMPOST FILTER TUBE �> OR SILT FENCE ALONG EDGE OF C:) DISTURBED AREA. SEE DETAILS 1 AND 2 SHEET C.36, TYP. / •� • ",`-'-686-�- .._..-..._._ �.-. -`688..x..... ��. ®:.-' REGULAR CLEANUP OF DIRT AND DEBRIS IS REQUIRED. CONTRACTOR SHALL USE ALL METHODS NECESSARY TO PREVENT / TRACKING ONTO HIGHWAY 1. ✓ 83+00 °d HIGHWAY 1 � O r .- � 2,y ," r• " STORMWATER POL ZIA I/ / / / T FENCE ALONG DRAINAGE WAY. AIL 1/C.36, TYP.— EXISTING BOX CULVERT r -683- \sa _ '� ' til \ ...s � J`� �•, a�� 4 . . . . .86+00. N PREVENTION PLAN - PRE/DURING-CONSTRUCTION: �WGHWAY 1 — --'� — ` -- OT I - i U . . • 87+00. . a ----- PROJECT SITE DISTURBED AREA SILT FENCE 6.0%- —�!' 12" COMPOST FILTER TUBE OR SILT FENCE EXISTING GRADE DIRECTION OF DRAINAGE Sf r-- i�Y pp y" �' " w� P5o ECT xua x I HIGHWAY 1 STORMWATER POLLUTION PREVENTION PLAN I i SI CYaMo ft LN.Iwn alf.NaDw NpIKN ew•Lwrn YN 8d lMYM� am iofw UpL low fP816 �-� JOHNSON COUNTY 11232]-1 Ipy L BomFpb� L • Qb�,i}t L I WO N'490q • Na OY 861d1l1 :mi BY iNTfl 06-13-2013 I STA: 83+00 - 8]+50 f C i6 (((�, a PR VIDE .��i . .,'. . . y /. rte. . .1. �' . . r. �.. BANK OF I(il x(01( SEE DETAILDRAINAGE 36, TYP.Y. ♦1 . \ 4� . . . . . . . • • • f !: • : ..... . .' • . `� .<1 . d ♦, ",'. . . r. . r . . . . . . . . . . . . . . . 686- �(�I ((i PROVIDE 12" COMPOST FILTER / ♦ ✓• . . . . . . . . . . . . . . . . ((�'( TUBE OR SILT FENCE ALONG EDGE ( ♦ ' . .w .� , . / . . . . . . . . y . . . . . . . . . . . . . . CONTRACTOR �. . �(� f OF DISTURBED AREA. SEE TAILS j / �• . , . . . . . ti /�f1 AND 2 SHEET C.36, TYP. ♦ ' , ' .�`� �. sai .� . \• �. . f ( / f r STAGING AREA �. r r r r r . . .i. . . . . . f. O •� �` ,� .X. ✓✓PROVIDE 25X50' MINIMUM .. . ( _ 1 _ .f STABILIZED CONSTRUCTION . . . . ' NO CONSTRUCTION % / / d . ' . . ENTRANCE. DRESS WITH NEW STAGING(LAYDOWN ON / ( STONE AS REQUIRED TO ' ' . . ~ '- `� ` ' ./. . . . . . . . . . . . . . . . . . . . \. LIFT STATION PAVEMENT � . ! \� � PREVENT TRACKING ONTO '-=--�---� • - f / % I' • ' ' ' ' ' HIGHWAY 1. IF MODIFIED OR L KIT, PORTABLE RESTROOM r(• • • . •,,. • r• • • • . • �,! . �, ", ' , ,, �.` . • . • / . . . . REPAIRED, SEE DETAIL 2(C.37. 'FACILITIES AND CONCRETE . . . .J •. . fl /. T . s .r. ' I/. ... y ' - WASHOUT TO BE LOCATED WITHIN .' _ _ CONTRACTOR STAGING AREA. --" RELOCATE AS REQUIRED FOR " . . - T. �.._..j. . . . L � � v Q "CONSTRUCTION, TYP ~ ti 1 V. ~ . . . . L �� - - EXISTING CONTOUR, TY P . " . .1+0 c� c REGULAR CLEANUP OF DIRT AND DEBRIS IS - _ _ = • Q ' REQUIRED. CONTRACTOR SHALL USE ALL -EXt5TING RM METHODS NECESSARY TO PREVENT VERT - HIGHWAY 1 `` e -<r - TRACKING ONTO HIGHWAY 1. _r HIGHW r STORMWATER POLLUTION EVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 LEGEND PROJECT SITE STABILIZED CONTRACTOR STAGING AREA FOR CONCRETE, PAINT A GROUT CONSTRUCTION SPILL KIT TO BE PORTABLE RESTROOM FACILITIES, WASHOUT AREA. T WITH DISTURBED AREA ENTRANCE INSTALLED AND TEMPORARY FUEL TANKS, WASTE 18" STACKED COMPOS OMP SILT FENCE RELOCATED AS CONTAINERS AND OTHER HAZARDOUS FI © FILTER TUBES. CONTRACTOR REQUIRED FOR 12" COMPOST FILTER 6.o°k CONSTRUCTION CHEMICALS. PROTECT WITH 1 12" TO HAUL OFF WASTE MATERIAL. r r r r TUBE OR SILT FENCE EXISTING GRADE COMPOST FILTER TUBE. RELOCATE AS RELOCATE AS REQUIRED FOR -f�� DIRECTION OF DRAINAGE REQUIRED FOR CONSTRUCTION. CONSTRUCTION. SHIVC-1 IATTC-RY CWNpYN crag N.OrYNyN 90-H WM 90R�m9 JOHNSON COUNTY 112327-1 HIGHWAY 1 STORMWATER POLLUTION PREVENTION PLAIN - _ MOLAL•9ca,tgMtL.Qia9gL 9Y9M8 ,F ftw. 49-1 p®�g�, ceu q.�p N-N,�9 STA: 87-5!1-81x50 ', GAT \ PROVIDE 12" COMPOST FILTER TUBE \ OR SILT FENCE ALONG EDGE OF \ DISTURBED AREA. SEE DETAILS 1 AND 2 S14CET C.36, TYP. .7 P E 25'X50' MINIMUM •—STBZED CONSTRUCTION N CE. DRESS WITH NEW �� . \ �; ' . • ` ' ' -- �' -i•6TONP—AS REQUIRED TO RREVENT TRACKING ONTO HIGHWAY I. IF MODIFIED OR - \ REPAIRED, SEE DETAIL 2/C.37, \.\ '�"' 0 16 ]0 ss� EXISTING STORM CULVERT, TYP ' HIGHWAY 1 REGULAR CLEANUP OF RT AND DEBRIS IS n REQUIRED. CONTRA OR SHALL USE ALL METHODS NIECES RY TO PREVENT TRACKING ONT IGHWAY 1. ' � _ ._ .� ._688•- — _ _ '-_ --• _ s — _' ' =_•_-687-'.---.a�,-^ `,_- ..R �_'r-. -" `_ .�.. � "� ' ,--686— -_-•. - _.._. � �,...�F� ..,_ x_•...._686 �-'_,.: •.._ ^' � �, x—x PROVIDE SILT FENCE DITCH CHECK WITHIN DRAINAGE WAY. SEE DETAILS 1/C.36 AND 3/C.37, TYP. x STORMWATE OLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGNCOMPOST LEGEND — PROJECT SITE _ _ _ _ _ _ s.o% STABILIZED EXISTING GRADE DISTURBED �e AREA 4 ENTRANCE �- DIRECTION OF SILT FENCE / e Ctlr IYNO�N�M0�5N•O�MOY�aN 81NMIYYry4Ye 8N4 Ng1ylY 0M1bw C44�lilM ��'' cue �'m os-1a'ems SHIVC-h1AiCERY JOHNSON COUNTY IpR61E[T MMFR 112327-1 HIGHWAY I STORMWATER POLLUTION PREVENTION PLAN pip s STA: 91+50-95+50 C.18 �L-9bm*ol�1L C1o�pat owassao�o �aoo aoz �, rxv nnr� o6-IaM9 ss� EXISTING STORM CULVERT, TYP ' HIGHWAY 1 REGULAR CLEANUP OF RT AND DEBRIS IS n REQUIRED. CONTRA OR SHALL USE ALL METHODS NIECES RY TO PREVENT TRACKING ONT IGHWAY 1. ' � _ ._ .� ._688•- — _ _ '-_ --• _ s — _' ' =_•_-687-'.---.a�,-^ `,_- ..R �_'r-. -" `_ .�.. � "� ' ,--686— -_-•. - _.._. � �,...�F� ..,_ x_•...._686 �-'_,.: •.._ ^' � �, x—x PROVIDE SILT FENCE DITCH CHECK WITHIN DRAINAGE WAY. SEE DETAILS 1/C.36 AND 3/C.37, TYP. x STORMWATE OLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGNCOMPOST LEGEND — PROJECT SITE _ _ _ _ _ _ s.o% STABILIZED EXISTING GRADE DISTURBED CONSTRUCTION AREA 4 ENTRANCE �- DIRECTION OF SILT FENCE / DRAINAGE Ctlr IYNO�N�M0�5N•O�MOY�aN 81NMIYYry4Ye 8N4 Ng1ylY 0M1bw C44�lilM ��'' cue �'m os-1a'ems SHIVC-h1AiCERY JOHNSON COUNTY IpR61E[T MMFR 112327-1 HIGHWAY I STORMWATER POLLUTION PREVENTION PLAN pip s STA: 91+50-95+50 C.18 �L-9bm*ol�1L C1o�pat owassao�o �aoo aoz �, rxv nnr� o6-IaM9 PROVIDE 12" COMPOST FILTER TUBE SILT FENCE ALONG EDGE OF DIS BED AREA. SEE DETAILS 1 " . AND 2 S T C.36, TYP. PROVIDE SILT FENCE DITCH CHECK WITHIN DRAINAGE WAY. SEE DETAILS 1/C.36 AND 3/C.37, TYP. - -'' 'I••f 1'4.1.1.°I��k I'. \ m r HIGHWAY 1 X� EXISTING CONTOUR, TYP EXISTING STORM CULVERT, TYP STORMWATER-POLI-UTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 LEGEND PROJECT SITE ODISTURBED AREA SHIVC-HA-TC-FLY lrno.ccrrume - - a,n��.aewnpa, L. alege.L leq ae4.aoa.iix 0q ael.eea, ueenmrc a¢-u-eou JOHNSON COUNTY / t :xri c— c*) _ —i c) r `rTt 'tJ r r m r HIGHWAY 1 X� EXISTING CONTOUR, TYP EXISTING STORM CULVERT, TYP STORMWATER-POLI-UTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 LEGEND PROJECT SITE ODISTURBED AREA SHIVC-HA-TC-FLY lrno.ccrrume - - a,n��.aewnpa, L. alege.L leq ae4.aoa.iix 0q ael.eea, ueenmrc a¢-u-eou JOHNSON COUNTY ... _ 12" COMPOST FILTER 6.0% TUBE OR SILT FENCE CeT717N SILT FENCE II' DE DRRAINAAINA GE 1123271 HIGHWAY 1 STORMWATER POLLUTION PREVENTION PLAN $TA:95+50-99+50 C.1 / t :xri c— c*) _ —i c) r `rTt 'tJ ... _ 12" COMPOST FILTER 6.0% TUBE OR SILT FENCE CeT717N SILT FENCE II' DE DRRAINAAINA GE 1123271 HIGHWAY 1 STORMWATER POLLUTION PREVENTION PLAN $TA:95+50-99+50 C.1 I, iiIII I III I \ PROVIDE 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF DISTURBED AREA. SEE DETAILS 1 AND 2 SHEET C.36, TYP. I ' L,p /j 15 EXISTING STORM CULVERT EXISTING CONTOUR, TYP el ell — — — — — — — — — — — — — — — — — ----------------. -------------- — — — — — — — — — — — — — — — -- — — — — — — — — _— — 7— — — — — — — — — — — — — — -- — — — — — — — — — — — — — — --- — — EGULAR CLEANUP OF DIRT AND DEBRIS IS UIRED, CONTRACTOR SHALL USE ALL HIGHWAY 1 ME DS NECESSARY TO PREVENT TRACK G ONTO HIGHWAY 1. 1V < Q.9% 01 6' --T d N PROVIDE SILT FENCE DITCH CH K z WITHIN DRAINAGE WAY. SEE DETAILS 1/C.36 AND 3/1 P. STORMWATER POLLUT10 REVENTION PLAN - PRE/DURING-CONSTRUCTION: IGHWAY 1 LEGEND PROJECT SITE. 12" COMPOST FILTER . . . . . TUBE OR SILT FENCE DISTURBED AREA XE -vvvvvvv%Al SILT FENCE DIRECTION OF 6.0% EXISTING GRADE DRAINAGE milli, SHIVr--FIATTERY swaimill In m Nimill l li'm m Im fill JOHNSON COUNTY mlrqpliNAw IN si HIGHWAY I STORMWATER POLLUTION PREVENTION l 112327-1 STA: 99-50 -1p3+50 J1 �l=! 7— I Ar~ I EXISTING STORM CULVERT,TYP EXISTING CONTOUR, TYP ti------ — — — -✓— — — — — — - --------- _---- — — — — — — — ®-- — — -------'— — — — — — — — — — — — — — ---------- -------------- -------------- - -- -- ------- - ----- -- — — — — — — — — — — — — — — — — -- — — ----- — — -- - — — — — — --- — — — — — — — — — — — — — — — — --- — — — — — — — — — — — PROVIDE SIL C WITHIN I ,RAIN'GNAG DETAILS 1/C.36 AND DITCH CHECK Y. SEE HIGHWAY 1 z ll -v. m +X "cl Pia RFs STORMWATER POLLUTION PREVENTION PLAN - PRE/DU RUCTION: HIGHWAY 1 REGULAR CLEANUP OF DIRT AND DEB E E T7 5ETALL REQUIRED. CONTRACTOR SHN.L�� ALL METHODS NECESSAR IrREVENT '� 1. TRACKING ONTI I- ---------------- - - - - - - - - - - - - - - - - - --------------- Ry 1k:== A 1 9*.4bmm Nftm D" a cu � iimii 1 err' HIGHWAY I STORMWATER POLLUTION PREVENTION PLAIN Ift JOHNSON COUNTY 112327-1 STA: 103-,50 -107,IM G.21 mmim, ZZ pzmm� F^Ift R' � Cft ldftL-- I- - �*I CD LEGEND PROJECT SITE 6.0%- EXI GGR-� DISTURBED AREA DIRECTION INAGE = DRAINAGE' -OVVVVVVVV~ SILT FENCE Ry 1k:== A 1 9*.4bmm Nftm D" a cu � iimii 1 err' HIGHWAY I STORMWATER POLLUTION PREVENTION PLAIN Ift JOHNSON COUNTY 112327-1 STA: 103-,50 -107,IM G.21 mmim, ZZ pzmm� F^Ift R' � Cft ldftL-- I- - �*I \\\ \) INSTALL EROSION CONTROL BLANKET IN ALLLEGEND 'PROPOSED REVETMENT ! GRASSED AREAS GREATER THAN 10% SLOPE. I 1) J INSTALL NORTH AMERICAN GREEN DOUBLE — PROJECT SITE12" COMPOST FILTER TYPE 1 INTAKE PROTECTION BAG OR ! NET EROSION CONTROL BLANKET, MODEL — — — — TUBE OR SILT FENCE SEED MIX 3 FILTER SACK TO REMAIN UNTIL o } EROSION SC150BN, OR APPROVED EQUAL. EROSION THE SITE HAS BEEN STABILIZED _6: - CONTROL BLANKET TO BE INSTALLED CONTROL INTAKE PROTECTION PROPOSED AND APPROVED BY THE OWNER'S _ I< L MMEDIATELY AFTER COMPLETION OF FINAL 7 BLANKET _ — — — _ 6 BAG OR FILTER SACK PAVEMENT REPRESENTATIVE, TYP /ffjf �y GRADING AND HYDROSEEDING, TYP JDIRECTION OF - - - _ - - - - - _ CURB INLET FILTER s.0%" PROPOSED STORMWATER �� — r,v.ri, fi \\ :� e• DRAINAGE 12" @.`CO1Sr1POS_i FI� BE OR SILT FENCE �.� -- ` GRADE r` \ i r DISCHAfM E POINT i INT AL ED(k Of€ TU D AREA TO REMAIN �� = -- -- - - �.� �— R � � C, ` UN HE $ITE BEEN BILIZED AND / — o ` TD _ AP VED YT�WNERS PRESENTATIVE. rr. j ♦ + � . .. DEA IT(�T!$L CONTROL O HILLSIDE T �s a...►. . . .. • Q `bsg'. �`* TO Mt[91MI EDIMENT TRAN ORT. SEE DETAILP • r � ,� \I' = "•` -•' • s, � --•-' • _ *-- - 'PROPOSED CONTOUR, TYP �,,,. _ ``r' p ��i✓ A .�sr..q,.'•I " '?'� Y •�L•-LTi'-.�. •1�Yw. V 1.♦�.a. "ter.' HRUV " - < f +."+' OR AILLL PROPOSED OPENER t \ �• b`$54 REFER TO SHEET y :' THROAT CURB INTAKES. C.35 j1�ea9a INT9EEH 4 ' ,INLET PROTECTION TO ro J- ' FOR SURFACE 1 i REMAIN UNTIL THE SITE HAS RESTORATION \ NOTES z t.'+ BEEN STABILIZED AND +` '. l �• i'. . , •, APPROVED BY THE OWNER'S l ;• t.�. REPRESENTATIVE. SEE ', , r • ♦ ",`DETAIL 1/C.37, TYP. •- = • �'" 'PROPOSED STORM �. • t SEWERAND INTAKE, TYP t " — 12 0 �\ 23+00 . 124+ 1 +� \ \ 121+00 ,., f \ i ! ti, \ \ \ \ ,-- --.�6-----_,'.'ter `\ -- — --- '\. -'•-'-+ :.:-„-.,.-,.-..` :'�+ � .'�`.\'+ .'�.'.'y'.:. r'eA.: • +'.`.•.`i.'+�` ♦'1' 94 jo ••_y ..�\ -''N'� .'y-`r',- igzy`-.e+ + ..•�x—._y'^+-•- +'r'-a a-- .� .+. _ "`� dRIW'[ ,'ter_ •. + ♦ .\ �♦^`:.• •_..._.—„.._-,,, .•,;.`,;i2glE+��yp'� F3'(. .'+I"r .7`.• �.•. `.` ,.,�•.�♦� PR VIDE INTAKE PROTECTION BAG OR FILTER SACK .'� PROPOSED SIDEWALK FOR LL PROPOSED AREA INTAKES. INLET PROTECTION AND ROADWAY, TYP TO R AIN UNTIL THE SITE HAS BEEN STABILIZED AND EXISTING CONTOUR, TYP APPRO ED BY THE OWNER'S REPRESENTATIVE. \ EXISTING STORM SEWER \ AND INTAKE, TYP STORMWATER POLLUTION PREVENTION PLAN - POST-CONSTRUCTION: MOSS DGE ROAD , mm VF -1-la-GlNkuRY dar 1YOMR N • law aicN • on Moir N BIMtMIM b >� NOAaW NfiR low a4A bN MM16� W' tMe p” 06-1}QN2 JOHNSON COUNTY Pw.FC1 N� 2327-t v� MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN gyp, ;g STA: 121+00 -125.25 C.22 Mw. L I �.om L, Chow, i. �,a,,,,,o„�� , ce” 1_' - M REFER TO SHEET C.35 t FOR SURFACE RESTORATION NOTES -12" COMPOST FILTER TUBE LEGEND jlljl l /r OR SILT FENCE ALONG EDGE OF DISTURBED AREA PROJECT SITE _ _ _ _ 12" COMPOST FILTER 111 l ! \ TO REMAIN UNTIL THE SITE ^ ` TUBE OR SILT FENCE HAS BEEN STABILIZED AND EROSION t ~ APPROVED BY THE O CONTROL , .. _ , , _ , _ INTAKE PROTECTION i I WNER'S BLANKET BAG OR FILTER SACK ` i { RE ENTATIVE. PROVID DITIONAL O TYPE 1 .......... CURB INLET FILTER : CONTROLS T LLSIDE TO SEED MIX 6.0% PROPOSED GRADE HELP MINIMIZE S ENT t I 'r TRANSPORT. SEE DE _ — — — — _ PROPOSED J`- DIRECTION OF e 1/C.36, TYP PAVEMENT DRAINAGE STORMWATER DISCHARGE POINT, TYP •; l , s :1 '' I+'.` / \ I\ / f ��t PROPOSED REVETMENT, TYP I I I I I' n`s� `-••'.`. tr/` ` ` ``�'`. �'' �s / \ Avjv/ / �w� I r 1 f 1 (i (/1 J f / /� / f f3 *pU y 1 \ 4 \ $ -Wg -` `, .,, . i,i; , r •A`� / l 1 ` f 1' �c�0 1 l \ I l I I (( 'ghhf \ \ ` .~��r�.W► t f . PROVIDE C INLELTER FOR PROPOSE EN THROAT \ \l \ y� \ , ` � ;' y • .� ?i 1 I 'CUR INT .I TPROTECTION If \\\\l\ Y •`- _ ' �` •� \ \ �\ \ 4 �1 l ! TO UNTILT SITE HRS BE STABILIZED AND PROVED THE OWNER'S RE PRE NTATIVE.`r. `- y y l 11 1 j 111 1 1'1 T ''1 / SEE DETAIL 1/C.37, Rte-✓. � ,_ ,., sl 1 1` 1 Iktll`l\, `,• � • ;. f�. ,� t, ^�'' ','•{' f :` I 1 11 1' �'l'll�~ J/Tell+p 1j1�t -- r ``!` `,� ,}-• . t `. • '.-•+� `. ` . � -.. J � - - -..1, R � t f I!r jr r 1 r f --�.-f l / � �� ^ � � r d I 1 j ,,iii /moi 8I+ �.' .. - :ter^..-- ',` 1. - ' ,.��•� -• t ••,'f :'•G' •. ,�J -;�,L' /.¢'j - . '�.-•! ' f %! / Imo- ( ( /f bag 1 I I (l I 1 ! 1 i 1 6 � 1 ✓` . l � � �, r , � ` . t ` •t ` "•1•,' f •'I' '.i •' 11 r,�1 ' , `j ! j / j y '. r ° �' `''� • •,I, - 1. y r'� ` ��-.---�.� _ ` ��Jf �' f , `y' •F �•- �•/ -� � 'I•'i•'' r,� • r' _-- � III � �- �:•:._����. 1 .6°jry` r ,� • � • '. -r.� . •�rr rl�-y r j - f •, : •-}. • � �;• ,� ` . �e�o-_:.�; , kt ... = ss� +" �� �'�`' `� '_ EXISTING STORM SEWER7. AND INTAKE, TYP f n� t /` . j . f '// �y '���`_'�' f Rl°'o'/.� 1l = ;`• ` % i_/ ✓ `! :�' �:' r \\ I r/ / 0 .�/� r�T�, Ij1 :' 17• J -` s `' ``•+r.r �`� �` j PROPOSED PROPOSED STORM ' *d •i ` r r �1 ✓ y r` _ ✓,N :"` �'6agA f6$� 6iCONTOUR, TYP SEWER AND INTAKE, TYP l < < ? "D+ r' '' ' • �' r ' J �° 9 INSTALL EROSION CONTROL BLANKET IN ALL GRASSED PROVIDE INTAKE PROTECTION BAG OR AREAS GREATER THAN 10%p SLOPE. INSTALL NORTH FILTER SACK FOR ALL PROPOSED AREA `" \l PROPOSED SIDEWALK ry 5 - `� �"�� r AMERICAN GREEN DOUBLE NET EROSION CONTROL 60 INTAKES. INLET PROTECTION TO REMAI .- ' ``— - AND ROADWAY, TYP BLANKET, MODEL SC15013N, OR APPROVED EQUAL. EROSION s UNTIL THE SITE HAS BEEN STABILIZEDv _ r CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER EXISTING CONTOUR, TYP / of AND APPROVED BY THE OWNER'S — — _ _ W .�^'" ~� j COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP " x -- -� REPRESENTATIVE, TYP. ��` ! j l 1t } . fJ s N STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD iOSSRIDGEROADSTORMWTERPOLLUTIONPREVENTIONPANSHVCFIATTE2Y pbM•bNNINRN NNgYMbpRbLp0N JOHNSON COUNTY 112327-1 STAt25+25 -129+5G.23hill, L • pblftlbL • pL by U44WO • ro m�pC zz = s IM LEGEND \ "ate,•, 'FR, r s LEGEND \�\\tN EXISTING STORM t \\\t\1 \r a v + i; ` SEWER, TYP 1 j r / / / / PRO T SITE _ _ _ _ _ 12" COMPOST FILTER r TUBE OR SILT FENCE ER ION _ _ _ _ — PROPOSED PAVEMENT \� \ 1� 4 L �1. , ,I j j�� j f !f j ftj ( ji ( "- , �"��j•s NTROL 9 BLANKET .......... CURB INLET FILTER REFER TO SHEET C.35TYPE1 ,,,,,,,,,,,,,,,,,, FOR SURFACE DITCH CHECK SEED MIXRESTORATION NOTES 12`COMPOST FILTER TUBE OR SILT rI _-6.0%_j IJ FENCE ALONG EDGE OF DISTURBED ` INTAKE PROPOSED GRADE \ N //s AREA TO REMAIN UNTIL THE SITE HAS , , r , , r , , PROTECTION BAG t � f PROPOSED BEEN STABILIZED AND APPROVED BY OR FILTER SACK –PV— DIRECTION OF REVETMENT, TYP ' / THE OWNER'S REPRESENTATIVE. n DRAINAGE \px ^ t \ 1 / (,"/J 'r' PROVIDE ADDITIONAL CONTROLS TO 0 ORMWATER HILLSIDE TO HELP MINIMIZE SEDIM PROVIDE GEORIDGE DITCH CHECKS, OR APPROVED EQUAL, Tf IN SWALE. GEORIDGE DITCH CHECKS SHALL NOT BE SPACED / DIS ARGE POINT, TYP a TRANSPORT. SEE DETAIL 1/C.36 P rl MORE THAN 75 FEET APART. SEE DETAIL 41C.37, TYP. , ��` �rwia J �wr•W•� J trL/ a.. J :•7 iii ' { { •• f 'T _� .! r..l' ..mac"'—Y--`�— i , •-�` • • '�, • y • a • a • ♦^r `t -- -- r ' lam. ♦� bill 0.7% 0.7% r g8 6g'i 132+00 � 133+00 0 — _ —_�'PROPOSEDSTORM SEWER AND INTAKE, TYP --�— w 'i � t//"rI v _ _ — _ _ — _ _ 'x`� � -a a �„-.�-c `— -m a v.s--�'Y'"♦. _w �a .rr�_ ._.... y T y_a. w w w .a i • �♦ • • a fa ♦ Y a — a lr a ♦ q:R w i....t_ •, ♦ ♦ r awS-a r: 'ti' f f R •..w � a a •a � • a � a � r �._ �R a a w • �M' •R r w •� •�iVY • � a 4� r a•t 4 Y -•�j '�f - r `V • w ` e-r a• a • • w w r as a a w a a ar ♦♦• aa• w • r r♦ ♦ • • a • • ♦ a • • a • a r r INSTALL EROSION NTROL BLANKET IN ALL GRASSED PROVIDE INTAKE PROTECTION BAG . AREAS GRE ER THAN 10% SLOPE. INSTALL NORTH FILTER SACK FOR NEW AREA INTAKE. PROVIDE CURB INLE FILTER FOR ALL PROPOSED PROPOSED CONTOUR, TYP AMERICA REEN DOUBLE NET EROSION CONTROL THIS CONTROL TO REMAIN UNTIL THE OPEN THROAT CURB 1 AKES. INLET PROTECTION r" TO REMAIN UNTIL THE SI HAS BEEN STABILIZED \ EXISTING CONTOUR, TYP BLANKET, MOD SC150BN, OR APPROVED EQUAL. EROSION SITE HAS BEEN STABILIZED AND AND APPROVED BY THE O ER'S PROPOSED SIDEWALK CONTROL ANKET TO BE INSTALLED IMMEDIATELY AFTER — APPROVED BY THE OWNER'S _ _REPRESENTATIVE. SEE DET 1/C.37, TYP. \ COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP REPRESENTATIVE, TYP — _ AND ROADWAY, TYP STORMWATER POLLUTION PREVENTION PLAN - POST-CONSTRUCTION: MOSS RIDGE ROAD SHIVCi IAifE:RY BIMMtlWMM 2034 awmn.a.Mww�s sal .anxvxen Itl,�L•Blmffynt L•QYpggL pp sa a Fax WY lia l p —uc[BY PROJEC! NU6FR JOHNSON COUNTY 112327-1 MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PIAN STA: 129.50 -133+50 LEGEND -- PROJECT SITE 12" COMPOST FILTER TUBE OR SILT FENCE EROSION CONTROL — ` -" — — — PROPOSED PAVEMENT B ET 6.0% PROPOSED GRADE f -- 12" COMPOST FILTER TUBE OR SILT REFER TO SHEET C.35 FENCE ALONG EDGE OF DISTURBED FOR SURFACE AREA TO REMAIN UNTIL THE SITE HAS RESTORATION NOTES BEEN STABILIZED AND APPROVED BY TYPE 1 THE OWNER'S REPRESENTATIVE. SEED MIX DIRECTION OF DRAINAGE PROVIDE ADDITIONAL CONTROLS TO f HILLSIDE TO HELP MINIMIZE SEDIMENT GEORIDGE TRANSPORT. SEE DETAIL 1/C.36, TYP : • ; :: • ` .................. s•aaaa•a.a•.•. DITCH CHECK jot r `�' �.i....•�,.B..r Lig 1=i",4 •�`%jir ! \�� ''-, . • f �..^.C.bo 00 137+ CD f �+00 688 136 133+00 / 6$ 134+09 ✓ ! ✓ ° l / f l �° _ _ '" ! j I , : :. Ile --_...e--v--- ------ �� ✓ / ✓� ff ;_..• '` ��-:-�.`�:- -:�; ;',:ter' ,;,••• :;� 08 '-"�•-:`,'' - ---- _.� — — — — — __ � _ — __ .� .� -.- � -� ,^m ,... -' ✓ ,� \ ` • • . • • , d 683, a � &81; _ � (�, •� a . ., w .,._ _� ---�---'--�-...:..6� •" • `. � ``&8865 .. :,`, ; ' ���; v. _ . �, _... .� -, a J a y. r` :-s'� a - � � • i iJ'� aa�•�L' • r � 4 `"r.�'a : • • ; : _-a +_. �`' ,-a..- � :—..� a� a ; y • ' a • ,M.4 s ' ♦ a ` a ' ` a ` ( ( � 'L` ` a ' a ( PROPOSED CO UR, , �► PROVIDE GEORIDGE DITCH CHECKS, OR APPROVED EQUAL, ( ( TYP INSTALL EROSION CONTROL BLANKET IN ALL GRASSED / -a IN SWALE. GEORIDGE DITCH CHECKS SHALL NOT BE SPACED o �-''� MORE THAN 75 FEET APART. SEE DETAIL 4/C.37, TYP. f AREAS GREATER THAN 10 /o SLOPE. INSTALL NO -.� , 1 PROPOSED SIDEWALK AMERICAN GREEN DOUBLE NET EROSION CO OL' Ioi ( AND ROADWAY, TYP j/ jff BLANKET, MODEL SC1508N, OR APPROVED QUAL.( EROSION CONTROL BLANKET TO BE INSTALLED — ( j( EXISTING CONTOUR, TYP Ili f IMMEDIATELY AFTER COMPLETION OF FINAL GRADING n I ( ( ( AND HYDROSEEDING, TYP STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD SHIV[-:FIA-i EP, b P.PKAM. CWAIA o.MOB.SM MLNbt - BnxbvBBrow4bwaBb,.BWB MnI Mripbyy� rBLBx xBmx MOSS RIDGE ROAD STORMINATERPOLLUTIONPREVENTION PLAN Y1 L• Bbw&*M L•pbpgL OY BB4BB0• Rx"WIIIM{ =By,: mao-iaemr JOHNSON COUNTY 1123271 STA: 133+50-137+5D C.25 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF DISTURBED t i AREA TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. PROVIDE ADDITIONAL CONTROLS TO / HILLSIDE TO HELP MINIMIZE SEDIMENT TRANSPORT. SEE DETAIL 1/C.36, TYP CW.. PROVIDE CURB INLET FILTER FOR ALL PROPOSED 11i� OPEN THROAT CURB INTAKES, INLET PROTECTION TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED oo AND APPROVED BY THE OWNER'S t �� REPRESENTATIVE. SEE DETAIL 1/C.37, TYP. / r N r / ER TO SHEET C.35 FOR SURFACE RESTORATION NOTES 1 1gg+00 � LEGEND PROJECT SITE EROSION CONTROL RL ANKET PE 1 SEED MIX 12" COMPOST FILTER TUBE OR SILT FENCE — — — — — — PROPOSED PAVEMENT ---------- CURB INLET FILTER 6.0% PROPOSED GRADE ��- DIRECTION OF DRAINAGE / 5 PROPOSED CONTOUR, / / TYP / EXISTING CONTOUR, TYP 14 00 PROVIDE 8" MACADAM ' ' f STONE PER [DOT �g �/ �111j i,' E a'•`•'• S SPECIFICATION 4122.02, TYP / PROPOSED / BOX CULVERT 6 ✓ •j6f // . INSTALL EROSION CONTROL _.: i r^` •.1•'•'.BLANKET INALL GRASSEDAREA •"'_^•••••••••••+•••` >(/ / / GREATER THAN 10% SLOPE. INSTALL + �', .:•'•' NORTH AMERICAN GREEN DOUBLE _____• - •= �_ -_ \ , / / f/ NET EROSION CONTROL BLANKET, PROPOSED 44 MODEL SC15013N, OR APPROVED EWALK AND EQUAL. EROSION CONTROL BLANKET •`•:• �• ROA 6� :•:•_•`• t, '+',d •' TO BE INSTALLED IMMEDIATELY • _ i- •---- " r • ". re AFTER COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP ,����',�`•• •�••-�; =� ,jlli ,1111'1 �� //{ ;?>-� !� / /%��/.a STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD 51-1IVEFIA"fTERY om. noft Nko..wrw el.4bsom n rw ne�or urw a. �snr aas mnw�sn ova mm. IM'L•.oiY1►a1L•dLrpp L OY�• FmbP� I dECI¢O", Z' mm JOHNSON COUNTYPcT NIIUFIt 712327-1 MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PSN STA: 137-50 -142+00 ` r N r / ER TO SHEET C.35 FOR SURFACE RESTORATION NOTES 1 1gg+00 � LEGEND PROJECT SITE EROSION CONTROL RL ANKET PE 1 SEED MIX 12" COMPOST FILTER TUBE OR SILT FENCE — — — — — — PROPOSED PAVEMENT ---------- CURB INLET FILTER 6.0% PROPOSED GRADE ��- DIRECTION OF DRAINAGE / 5 PROPOSED CONTOUR, / / TYP / EXISTING CONTOUR, TYP 14 00 PROVIDE 8" MACADAM ' ' f STONE PER [DOT �g �/ �111j i,' E a'•`•'• S SPECIFICATION 4122.02, TYP / PROPOSED / BOX CULVERT 6 ✓ •j6f // . INSTALL EROSION CONTROL _.: i r^` •.1•'•'.BLANKET INALL GRASSEDAREA •"'_^•••••••••••+•••` >(/ / / GREATER THAN 10% SLOPE. INSTALL + �', .:•'•' NORTH AMERICAN GREEN DOUBLE _____• - •= �_ -_ \ , / / f/ NET EROSION CONTROL BLANKET, PROPOSED 44 MODEL SC15013N, OR APPROVED EWALK AND EQUAL. EROSION CONTROL BLANKET •`•:• �• ROA 6� :•:•_•`• t, '+',d •' TO BE INSTALLED IMMEDIATELY • _ i- •---- " r • ". re AFTER COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP ,����',�`•• •�••-�; =� ,jlli ,1111'1 �� //{ ;?>-� !� / /%��/.a STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD 51-1IVEFIA"fTERY om. noft Nko..wrw el.4bsom n rw ne�or urw a. �snr aas mnw�sn ova mm. IM'L•.oiY1►a1L•dLrpp L OY�• FmbP� I dECI¢O", Z' mm JOHNSON COUNTYPcT NIIUFIt 712327-1 MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PSN STA: 137-50 -142+00 .1 PROPOSED PAVEMENT 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF DISTURBED AREA TO t ,4I.__ REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE 12" COMPOST FILTER PROJECT SITE TUBE OR SILT FENCE EROSION CONTROL R IKFT � PROPOSED PAVEMENT 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF DISTURBED AREA TO t ,4I.__ REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE 12" COMPOST FILTER &0% TUBE OR SILT FENCE A— — — — — -- — PROPOSED PAVEMENT GEORIDGE DITCH CHECK \ DIRECTION OF DRAINAGE TYPE 1 SEED MIX REPRESENTATIVE. PROVIDE ADDITIONAL_ gat REFER TO SHEETS C.35 686 i CONTROLS TO \ — HILLSIDE TO HELP l FOR SURFACE MINIMIZE SEDIMENT RESTORATION NOTES --6g3'® � BLANKET TO TRANSPORT. SEE DETAIL 1/C.36, TYP AFTER COMF 6__ AND HYDRO t PROPOSED ROADWAY, TYP --- N PROPOSED CONTOUR, TYP EXISTING CONTOUR, TYP 684 -------------- INSTALL s / INSTALL EROSION CONTROL BLANKET IN ALL GRASSED AREAS GREATER THA 4,Q%SLOPE. INSTALL NORTH AME G DOUBLE NET EROSIO ROL BLANK MODEL SC150B r 88 f 1 i / P VIDE GEORIDGE DITCH CHECKS, OR APPROVED t EQUAL, IN SWALE, GEORIDGE DITCH CHECKS SHALL NOT BE SPACED MORE THAN 75 FEET APART. t SEE DETAIL 4tC.37, TYP. - s 20 IMMEDIATELY _ _ 4-1— FINAL GRADING i )6cq 0 a / zcl 1391 — _ �i t — 1 14 00 STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD SHIVEI-IATfC--RY CttlM1iaYkk•k QMk•O..M*tN aft4w.X.o amNta- oft MxagaMa w --a g ° osuear JOHNSON COUNTY PA0��TN _ MORA L. BbWi*l L. CNi L a14aa l FntdYww CFEdRD Bn c Miff 06-Lt-iltl J •�a r rrr e-) 11232'T i I MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN STA: 139+00-141+00 PROJECT SITE 12" COMPOST FILTER _ _ _ _ _ _ TUBE OR SILT FENCE EROSION CONTROL - - - - - - PROPOSED PAVEMENT BLANKET INTAKE PROTECTION TYPE 1 BAG OR FILTER SACK INSTALL EROSION CONTROL BLANKET IN ALL 12" COMPOST FILTER TUBE 66% PROPOSED GRADE ° ' '0 GRASSED AREAS GREATER THAN 10% SLOPE. OR SILT FENCE ALONG EDGE " INSTALL NORTH AMERICAN GREEN DOUBLE OF DISTURBED AREA TO /I PROPOSE VETMENT, TYP r / NET EROSION CONTROL BLANKET, MODEL REMAIN UNTIL THE SITE HAS / g SC1508N, OR APPROVED EQUAL. EROSION BEEN STABILIZED AND S MWATER DISCHARGE POINT a CONTROL BLANKET TO BE INSTALLED APPROVED BY THE OWNER'S PROPOSED BOX CULVERT '�►� IMMEDIATELY AFTER COMPLETION OF FINAL REPRESENTATIVE, TYP �/ T� GRADING AND HYDROSEEDING, TYP ' . ✓ ` \ .....683— ` c+ .''..� -_ _ '... o _ `_ 687 . P . r 6.-®-•-•— — •— +-. -�- =. " -s. '< • < — _ so z.._ .c P . ••� `/' •--x.,_.. < •�. ' •-< •�l _a y • . � •• X688 — — — — . _ _ - b.. . r - ti TYP ` ` r ------------------ --_"- REFER TO SHEET C.35 PROPOSED CONTO ate— ---- m� FOR SURFACE RESTORATION NOTES PROPOSED WALK r r l % A 9N dime ND RO WAY, TYP a EXISTING BOX CULVERT- \ � - PROVIDEINTAKEP T TION BAG OR �g \ FILTER SACK FO ALL PR OSED AREA _ ----___---- --=_===v�-- -_ -_ - - - - _ — - - - - - - - — - 83+00 INTAKES. INL PROTECTIO O REMAIN - _ _-_- - - - - - --- - - - - �� - - _ _ _- -8OB � - - - UNTIL THE E HAS BEEN STA IZED - - - _� _- _ Z 87+00 AND AP OVED BY THE OWNER' _ _'�='- REP ENTATIVE. e ` EXISTING STORM SEWER °� HIGHWAY 1 AND INTAKE, TYP % m A " EXISTING CONTOUR, TYP z _ STORMWATER POL TION PREVENTION PLAN - POST-CONSTRUC N: MOSS RIDGE ROAD LEGEND PROJECT SITE 12" COMPOST FILTER _ _ _ _ _ _ TUBE OR SILT FENCE EROSION CONTROL - - - - - - PROPOSED PAVEMENT BLANKET INTAKE PROTECTION TYPE 1 BAG OR FILTER SACK SEED MIX 66% PROPOSED GRADE -f\f- DIRECTION OF DRAINAGE SHIVCtIATTC-F?Y d�M�M•MEgµN•0"1tlrM ga�lYeYµboamt"u�prmfttwcga.��Els mw" c.e "'�'�1 9 �� I I HIGHWAY 1STORMWATERPOLUMONPREVENTIONPLAN SAL + `abs` ft � �� �— mm W JOHNSON COUNTY 112327-1 STA: 83+00-87150 C.28 A k/14/ r --J— — o W7 PROPOSED REVETMENT, TYP r W 9C�$ r IN w f`♦, ``, �` �``l'M, ```'•• `R. `` 1 �` `' "'✓ —687.... 1 r • REFER TO SHEET C.35 \ { \ FOR SURFACE PROVID GEORIDGE DITCH RESTORATION NOTES CHEC , OR APPROVED �+ EQ L, IN SWALE. •ti �� ,;. �. :� Y F . / I I ORIDGE DITCH CHECKS EXISTING CONTOUR, TYP ,` •i, •: p,•:. � • �rn SHALL NOT BE SPACED _ MORE THAN 75 FEET APART. • :'" ` — SEE DETAIL 4/C.37, TYP. _........687 •• �r:,; �, •,:. , `•, ,,�+•,, •--_Ix---x_ _ 686 688 • 4 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF DISTURBED AREA TO REMAIN UNTIL THE SITE HAS — — — — _ — — — — — — — — — BEEN STABILIZED AND APPROVED BY _— _— - - - - — — —— _ _ _ _ _ _ _ _ . THE OWNER'S REPRESENTATIVE, TYP — — — — — — — — — — — — — — — — — — — — — — — — — 1 a 88+00 89+00 — — — � — — — — — — INSTALL EROSION CONTROL BLANKET IN ALL GRASSED AREAS GREATER THAN 10% SLOPE. INSTALL NORTH AMERICAN GREEN DOUBLE NET PROPOSED SIDEWALK EROSION CONTROL BLANKET, MODEL SC1506N, OR APPROVED EQUAL. AND ROADWAY, TYP EROSION CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP // STORMWATER POLLUTION PREVENTION PLAN - POST-CONSTRUCT,K)N PROVID " MACADAM + -- — . STON ER ON 4 \\\I N SP IFICATIID 4122.02, TYP cf ' —689— -_ I 90+00 +7-j HIGHWAY 1 PROPOSED CONTOUR, TYP HIGHWAY 1 HIGHWAY 1 LEGEND PROJECT SITE _ _ _ _ _ 12" CO T`MTE TUBE Q4ILT`-FENC� OEROSION — — — — CONTROL — P PAVEMENT BLANKET GEO ri Ro177 ............... TYPE 1 ... DITCI HECFc- SEED MIX 6.O%o PROPOSED GRADE —AV-- DIRECTION OF DRAINAGE SFiIVC-FIA'1`1"E:RY c akt ftL all ow. qpL , IA yL yp�yN gp cue mm HIGHWAY 1 STORMWATER POLLUTION PREVENTION PLAN Y. hM1 •N WIIpY MAIOM Cptbw WdM a-L4HEs PW.ECf M1NeFR �Tg _.�...�;: /.e`��.mmkyvl�•ab.pu� dY lQN010. Ra OD awaY¢i roc uan can mT�as-u-eua JOHNSON COUNTY - 1�zszz-� STA: B7+so-91+so c.z9 LL L-----689-- REFER TO SHEET C.35 OR SURFACE R TORATION NOTES \ PROVIDE GEORIDGE DITCH \ CHECKS, OR APPROVED \ EQUAL, IN SWALE. \ GEORIDGE DITCH CHECKS \ SHALL NOT BE SPACED MORE THAN 75 FEET APART. \ SEE DETAIL 4/C.37, TYP. 7. \ M ,♦ �� 12" COMPOST FILTER TUBE OR SILT FENCE / - ALONG EDGE OF DISTURBED AREA TO REMAIN UNTIL THE SITE HAS Bi STABILIZED AND APPROVED BY THE OWNE 'S REPRESENTATIVE. PROM E ADDITIONAL `® CONTROLS TO HILLSID O HELP MINIMIZE SEDIMENT TRANSPO SEE DETAIL 1/C.36, TYP t EXISTING CONTO TYP •� o -684 (o bb?, 14 I- _. - PROPOSED - - - - - - - -'- 4 C TOUR,TYP- ----- - -- -- "177-7 VJ 686 \ _ - 687---__ - - ® PROPOSED REVETMENT, TYP - - - '-- - - - j STORMWATER y - _ DISCHARGE POINT 95+00 93 CD - PROPOSED STORMS RAND FLARED END TIO TYP o .- HIGHWAY 1 EXIST STORM SEWE - - _ PROPOSED - - �' - - _ - - - - a AND INTAKE, TYP ROADWAY, TYP INSTALL EROSI CONTROL BLANKET IN ALL GRASS - -- __ AREAS G TER THAN 10% SLOPE. INSTALL NORTH _ - _.. - --B86- - r _ AME N GREEN DOUBLE NET EROSION CONTROL _. _ - _._687 __ _ - r_ BLANKET, DEL SC150BN, OR APPROVED EQUAL. EROSION _ _ -_ - '- '-• --- - - CONT l BLANKET TO BE INSTALLED IMMEDIATELY AFTER T "` '- • - - - -7- - _- C LETION OF FINAL GRADING AND HYDROSEEDING, TYP =-,- - =-x -- LEGEND R POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: HIGHWAY 1 �- PROJECT SITE EROSION CONTROL BLANKET PROPOSED PAVEMENT 12" COMPOST FILTER TUBE OR SILT FENCE GEORIDGE DITCH CHECK 6.0% PROPOSED GRADE - J\f - DIRECTION OF DRAINAGE SHIVEFIAT` r--RY O! lYpMN•br�Cq N °�4tlgN a4wftgY n 204 Nu4- oftC14bw 6f2M � u"e umob-shro�° I PF6ECT N/au l HIGHWAYt STORMWA ER POLLUTION PREVENTION PLAN �' saY s� %„ - N�yL AeaNIpb1L CNp L IM8114400BSbY 464lYtl °1ECINy an m ,}4019 JOHNSON COUNTY 112327-1 STA: 91+50-95+50 C.30 PROPOSED / R NT, ]71 f STORMWATER DISCHARGE POINT TYP 12" OST FILTER TUBE OR SILT FENCE AL EDGE OF DISTURBED 1�i� -!moi ��� AREA TO REMA NTIL THE SITE HAS PROPOSED STORM SEWER AN .. BEEN STABILIZED A PPROVED BY `- -' FLARED END SECTION P pI "r T THE OWNER'S REPRESE TIVE, TYP 'IT., 678 677677 - - 67 684 - -- - x.- -- --F- -- - - 9. ------ w .. 680 - 678 i - 685� - - - - - 681 - - - - F}-� - j �w �1 s7;_, 679, 680 686 6 682 n Sad 683 7 " _-,- - - - - - _ _ _ -x-681- - - - - .. - 84 685 - . _, y _-`_`..--ry_--: -w .w.. 682 "68 �"''�.,� 6 - - PROVIDE GE O GE DIT EXISTING STORM SEWER 95+00 96+00 ` 97+00 CHECKS, O APPROVED EQ L, 98+00 99+00 AND INTAKE, TYP - F---- I-- - - I-- -f-{111G''W"l -----INSWA .GEORIDGEDITCH -I— - -I - - CHE SHALL NOT BE SPACED EXISTING CONTOUR, TYP REFER TO SHEET C.35 M E THAN 75 FEET APART. / FOR SURFACE„o E DETAIL 41C.37, TYP. - - r RESTORATION NOTES =07 _77 _ _ - - PROPOSED CONTO TYP INSTALL EROSION CONTROL BLANKET IN ALL GRASSED AREAS GREATER T 10% SLOPE INSTALL NORTH AMERICAN GREEN DOUBLE NET EROSION CONTROL BLANKET, ODEL FFm PROPOSED R DWAY, TYP SC150BN, OR APPROVED EQUAL. EROSION CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP STORMWATER POLLUTION PREVENT N PLAN - POST -CONSTRUCTION: HIGHWAY 1 LEGEND ' - 4y` PROJECT SITE _ _ _ _ _ _ 12” COMPOST FILTER f -F PROPOSED D GRADE s.oi. .................. GEORIDGE DI_H CHECK EROSION TUBE OR SILT FENCE —"- CONTROL - - - - - - PROPOSED PAVEMENT -ni!'- DIRECTION OF DRAINAGE BLANKET SHIVCi IATI IWRY o.r wauaw"a. as w'o. ua.�a Ln r Lnn n' re mm HIGHWAY I STORMWATER POLLUTION PREVENTION PLAN BMw#Ybrµ lMpY Ohl bw Gq; Mn @216 _ °sas-eeia JOHNSON COUNTY crm.Lcr Mix ..c�.;:: NNyL imiga.L•CJbpa.L pq!l40PiG•R1[pq 861dP21 G,Fy�p gy, 112327-1 STA 95,50-99,50 C331 S�Ett - - - 15 km� Il 677' 6.78 ���--67 679,- 6 79, "6 —682 -PROPOSED REVETMENT, TYP - STORMWATER DISCHARGE POINT PROVIDE GEORIDGE DITCH CHECKS, OR - PROPOSED STORM \ / APPROVED EQUAL, IN SWALE. GEORIDGE = SEWER AND FLARED - --x - - �' "- - - — DITCH CHECKS SHALL NOT BE SPACED END SECTION` x ti MORE THAN 75 FEET APART. SEE DETAIL REFER TO SHEET C.35 PROPOSED FOR SURFACE NOTES RESTORATION CONTOUR, TYP ` INSTALL EROSION CONTROL BLANKET IN ALL GRASSED - - _ _PROPOSED - _ _ _ - - ®- _ _ - - __ - AREAS GREATER THAN 10% SLOPE. INSTALL NORTH _ - - - - -- - ROADWAY, TYP __ - s� - -- - - -- - - - - - - -- _ AMERICAN GREEN DOUBLE NET EROSION CONTROL - _ BLANKET, MODEL SC150BN, OR APPROVED EQUAL. EROSION - _- -EXISTING STORM LY AFTER - - - - SEWER, TYP Z! 99+EXIST G CONTOUR, TYP 101+00 t STORMWATER POLLUTION PREVEN ON PLAN - POST-CONSTRU T CONTROL BLANKET TO BE INSTALLED IMMEDIATE COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP AY 102+00 103+00 ON: HIGHWAY 1 LEGEND �- PROJECT SITE EROSION CONTROL BLANKET GEORIDGE DITCH CHECK - - - PROPOSED PAVEMENT 6.0%- PROPOSED GRADE DIRECTION OF DRAINAGE �� m- --- �pgp,[�1 � HIGHWAY 1 STORMWATER POLLUTION PREVENTION PLAN (—�$ Moeftl SHIVC- IATTERY o�erx or.v a. ap N•ww.Lw 1 MWHWW, see�w�cr. moa Cftc w>»s b"e"en ---P° JOHNSON COUNTY 2327-i 1011%L mm*40AL CW e L bq 1649e1e Wow eee40 G1EfXEeM wl;L STA: 99+50-10.3*50 C32 til /11It tljt ��' �ttt 11111 III I 1 r ` � 1a �i . STORMWATER DISCHARGE POINT �f I EXISTING BOX CULVERT EXISTING J x !! > _ CONTOUR, TYP --_— —a t PROPOSED —4— ROADWAY, TYP 4—ROADWAY,TYP 103+00 u , s F 104+00 — 680---= EXISTING `SEWER \ _ f � _REFER SHEET C.35 � — — -- FOR SURF -- — RESTORATIO OTES PROPOSED CONTOUR, rX 1115+00 e t t / YNE IM ikET t � INSTALL EROSION CONTROL BLANKET IN ALL GRASSED AREAS GREATER THAN 10% SLOPE. INSTALL NORTH AMERICAN GREEN DOUBLE NET EROSION- - CONTROL BLANKET, MODEL SC150BN, OR APPROVED- - EQUAL. EROSION CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER COMPLETION OF- - FINAL GRADING AND HYDROSEEDING, TYP " HIGHWAY 1 106+00 107+00 107+54 REFER TO SHEET C 35 FOR SURFACE RESTORATION NOTES .._— e.. i STORMWATER POLLUTION PREVENTION PLAN - POST / HIGHWAY 1 PROVIDE GEORIDG ITCH CHECKS, OR APPROVED EQUAL, IN ALE. GEORIDGE DITCH CHECKS SHALL N BE SPACED MORE THAN 75 FEET APAR .SEE DETAIL 4/C.37, TYP. LEGEND PROJECT SITE — PROPOFS PAVEMENT GEORIDGE DITCH CHECK 6.0°° OPOSED GRADE DEROSION CONTROL DIREG NOF BLANKET DRAINAG F-IIVEI-IA-rERY` C�M1I4 N.Iww tlp�N.Or Yi�M aMNtllepM 8A%tMpY plop aGq�pw ppL16 'SVM BYE U+a nn�r g�iy ° Pim.cCT xarent " 271 HIGHWAY STORMWATER POLLUTION PREVENTION PLAN "*%LlBb A�"�L 0liaw 1 r 01111111544 l acG¢n an am nm os-u-�Ls _ JOHNSON COUNTY STA: ER PO LUTION r C PROJECT SITE — PROPOFS PAVEMENT GEORIDGE DITCH CHECK 6.0°° OPOSED GRADE DEROSION CONTROL DIREG NOF BLANKET DRAINAG F-IIVEI-IA-rERY` C�M1I4 N.Iww tlp�N.Or Yi�M aMNtllepM 8A%tMpY plop aGq�pw ppL16 'SVM BYE U+a nn�r g�iy ° Pim.cCT xarent " 271 HIGHWAY STORMWATER POLLUTION PREVENTION PLAN "*%LlBb A�"�L 0liaw 1 r 01111111544 l acG¢n an am nm os-u-�Ls _ JOHNSON COUNTY STA: ER PO LUTION STORMWATER POLLUTION PREVENTION NOTES 1. EROSIONlSEDIMENTATION CONTROL MEASURES ARE REQUIRED REGARDLESS OF THE TIME OF YEAR. THIS 13, A 12" COMPOST FILTER TUBE MAYBE SUBSTITUTED FOR SILT FENCE WHEN SLOPE OF GRADE IS LESS THAN PLAN`AWY ITS ASSOCIATED REQUIREMENTS FOR THE PERMIT MUST BE IMPLEMENTED DURING WINTER 10%. COMPOST FILTER TUBES MUST BE STAKED IN PLACE. CL LJ _,,.* 2. ER TO FICATION SECTIONS 01737, 01737-A, 01737-B, 01737-C, 01737-D, 01737-E AND 02370 FOR RM T LL UTION PREVENTION PLAN, NPDES GENERAL PERMIT NO.2 SUBMITTAL REQUIREMENTS ERI IMENTATION CONTROL TECHNICAL SPECIFICATIONS. u 3. IT IS TH1`TCONIPCT 'S RESPONSIBILITY TO CONTROL EROSION/SEDIMENTATION ON THE SITE AT ALL TIMES.iE CONTROL M SURES IDENTIFIED ON THE PLAN AREA MINIMUM. THE CONTRACTOR SHALL PROVIDE ADDITIONAL ERO ON/SEDIMENTATION CONTROL MEASURES AS NECESSARY TO FULFILL THIS REQUIREMENT. 4. EXCEPT AS PRECLUDED BY SNO OVER, THE CONTRACTOR IS REQUIRED TO USE STABILIZATION CONTROLS ON ALL DISTURBED AREN OF THE SITE REGARDLESS OF THE TIME PERIOD BEFORE THEY WILL BE DISTURBED AGAIN, IN THE EVENT WT CONSTRUCTION ACTIVITY WITHIN A DISTURBED AREA WILL NOT OCCUR FOR A PERIOD OF 21 OR MORE C%REIRED AR DAYS, THE CONTRACTOR SHALL INSTALL STABILIZATION MEASURES NO LATER THAN THE 14TH DR CONSTRUCTION ACTIVITY CEASED IN THAT AREA. REFER TO SPECIFICATION SECTION 31 2500 FOSTABILIZATION CONTROLS NOT SHOWN ON THIS PLAN. 5, IN THE EVENT THAT SOILS LEAVE THE SITE, CLEA P OF ALL SURROUNDING ROADS, DRIVES AND PARKING LOTS SHALL BE PERFORMED ON A DAILY BASIS ATA INIMUM AND UPON REQUEST BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMEN S TO BE SCRAPED OF DEBRIS AND MUD AND BROOMED CLEAN. MUD TRACKS ARE TO BE REMOVED AS HEY ARE CREATED. 6. MAINTAIN SILT FENCING AT ALL TIMES IN AN UPRIGHT POSITI CLEAN SILT FROM FENCING/COMP T FILTER TUBES ON A REGULAR BASIS AS PER THE SPECIFICATIO SILT FENCES MUST BE CLE ED OUT WHEN THEY ARE 50% FULL. COMPOST FILTER TUBES MUST BE CL NED OUT WHEN THEY 33% FULL. 7. CONTRACTOR TO LOCATE/RELOCATE SILT FENCING/COMPOST FILTER UBES AS NE SSARY THROUGHOUT THE PROJECT TO CONTROL EROSION/SEDIMENTATION. 8. REMOVE ALL TEMPORARY EROSION/SEDIMENTATION CONTROLS, NOT C OUT TO REMAIN, AFTER SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENT E. 9. ALL EXISTING STORM INTAKES WITHIN THE PROJECT AREA MU BE PROTECTED ROUGHOUT THE DURATION OF THE PROJECT. AREA INTAKES SHALL BE PR CTED BY INTAKE PRO CTION BAGS/FILTER SACKS. OPEN THROAT INTAKES SHALL BE PROTECTED CURB INLET FILTERS. ALL N INTAKES MUST BE PROTECTED UPON INSTALLATION. THESE PROTECT MEASURES ARE TO REMAIN IN P CE UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 10. CONTRACTOR TO USE EXTREME CAUTION AUTIO HILE IN SILT FENCE OR OTHER EROSION/SEDIMENTATION CONTROL VICES TO NOT DAMAGE UNDERGROUND UTILITIES. 11. WHERE WATER IS PUMPED F506 EXCAVATIONS ON SITE, PROVISIONS SHALL BE MADE TO REMOVE SEDIMENT FROM THE WA3ER BEFORE IT IS RELEASED INTO THE STORM SEWER SYSTEM. METHODS INCLUDE: DEWATERI AGS, ADDING FLOCCULANTS TO SILTY WATER AND PLACING A FILTER FABRIC BARRIER) ROUND E PUMP INLET. THE COMBINATION OF THESE METHODS HELPS TO REMOVE SEDIME FROM THE WAT THE MOST COMMON METHOD INCLUDES PLACING CHITOSAN GEOTEXTILE TREATME BAGS WITHI HE DEWATERING BAG AND INSTALLING AN ADDITIONAL INTAKE PROTECTION BAG AT THE NEARES OWNSTREAM INTAKE. 14. SANITARY WASTE DISPOSAL: ALL LOCATIONS OF PO TABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON THE PLAN (RELOCATE AS REQUIRED FOR CONSTR TION). IN THE EVENT THAT PORTABLE RESTROOM FACILITIES ARE USED ON-SITE, THE CONTRACTO IS REQUIRED TO INSTALL A 12" COMPOST FILTER TUBE AROUND THE FACILITY TO MINIMIZE THE RADVS OF THE AFFECTED ZONE IN THE EVENT OF A SPILL. WASTES SHALL BE COLLECTED AND DISPOSED OF I OMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. PORTABLE RESTROOM F ILITIES MUST NOT BE LOCATED NEAR DRAINAGE WAYS. 15. IDENTIFICATION OF ALLOWABLE NO-STORMWATER DISCHARGES: DURING CONSTRUCTION THE NON-STORMWATER DISCHARGE , HICH INCLUDE WATER FLUSHED FROM WATER LINES, PAVEMENT WASHING (WHERE NO SPILLS LEAKS HAVE OCCURRED, UNLESS THE SPILLED MATERIAL HAS BEEN CLEANED UP), VEHICLE W ING, AND GROUNDWATER (DEWATERING), SHOULD BE DIRECTED AS MUCH AS POSSIBLE TOWARDS V TATED AREAS AND AWAY FROM DRAINAGE WAYS. REFER TO THE IDNR NPDES GENERAL PERMIT N .2 FOR ALLOWABLE NON-STORMWATER DISCHARGES. i LLUTION A SPILL PREVENTION PLANNING: POTENTIALLY HAZARDOUS MATERIALS ON THE NSTRU ION SITE INCLUDE FUEL, LUBRICANTS, CURING COMPOUNDS, FERTILIZERS, GREASE AND EA SOLVENTS. THE CONTRACTOR STAGING AREA FOR PORTABLE RESTROOM FACILITIES, ORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS MUST BE PROTECTED A 12" COMPOST FILTER TUBE AT ALL TIMES (RELOCATE AS REQUIRED FOR CONSTRUCTION). ALL ASONABLE PRECAUTIONS WILL BE TAKEN TO PREVENT SPILLS. ANY SPILLED MATERIAL WILL IMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES, DETENTION BASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BE CLEANED AND, IF NECESSARY, SOIL REMEDIATION PRACTICES WILL BE USED. A RECORD OF SPILLS WILL BE MAINTAINED BY THE PRIME CONTRACTOR. 17, CONCRETE, PAINT AND GROUT WASHOUT AREA: PROTECT WITH (2) 18" STACKED COMPOST FILTER TUBES. IF A PUMP TRUCK IS USED ON-SITE AND UNABLE TO USE THE WASHOUT AREA, THE CONTRACTOR SHALL DIG A PIT FOR WASTE MATERIAL. CONTRACTOR TO HAUL OFF ALL WASTE MATERIAL. ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BE PROVIDED BY THE CONTRACTOR AND IDENTIFIED ON THE PLAN (RELOCATE AS REQUIRED FOR CONSTRUCTION). THE CONTRACTOR IS REQUIRED TO INSTALL A SIGN THAT DESIGNATES THE WASHOUT AREA. 18, SPILL KIT: THE LOCATION OF THE SPILL KIT MUST BE IDENTIFIED ON THE PLAN. THE SPILL KIT SHALL BE A SEALED STORAGE SHED LOCATED NEAR THE CONSTRUCTION TRAILER OR FUELING AREA. THE SPILL KIT SHALL CONTAIN, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A GARBAGE CAN, GLOVES, SAFETY GOGGLES, BROOM AND DUST PAN AND KITTY LITTER. THE SPILL KIT SHALL BE RESTOCKED AS SUPPLIES ARE USED. THE CONTRACTOR SHALL INSTALL A SIGN THAT DESIGNATES THE SPILL KIT. RELOCATE AS REQUIRED FOR CONSTRUCTION. 19. DUST CONTROL: THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES WHERE DUST IS GENERATED. FREQUENT WATERING OF THE SITE, SPRINKLING/IRRIGATION, VEGETATIVE COVER, MULCH, WINDBREAKS, TILLAGE, STONE AND SPRAY -ON CHEMICAL SOIL TREATMENTS (PALLIATIVES) ARE POSSIBLE DUST CONTROL MEASURES. IF THE DUST CONTROL IS NOT ACCEPTABLE IT SHALL BE CHANGED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 20. STOCKPILED MATERIALS: CONTRACTOR TO IDENTIFY ALL LOCATIONS OF STOCKPILED MATERIALS ON THE STORMWATER POLLUTION PREVENTION PLAN. CONTRACTOR SHALL PROVIDE ALL EROSION/SEDIMENTATION CONTROLS AS REQUIRED TO CONTAIN MATERIALS ON-SITE. AT A MINIMUM, THE CONTRACTOR IS REQUIRED TO PROVIDE SILT FENCE/COMPOST FILTER TUBES AROUND STOCKPILED SOILS BEFORE STOCKPILE IS RE -SPREAD. CONTRACTOR IS ALSO REQUIRED TO COVER ALL STOCKPILED SOILS IF RAIN IS FORECASTED. 12. WHERE WATER IS RELEASED FROM A DEWATERING SYSTEM, PRECAUTIONS SHALL BETAKEN TO ENSURE THAT EROSION GULLIES DO NOT FORM. ONE METHOD IS TO PIPE THE WATER DIRECTLY INTO A STORM 21 SEWER STRUCTURE. WATER MUST BE FREE OF SEDIMENT PRIOR TO DISCHARGING INTO THE STORM SEWER. OF MAJOR ACTIVITIES: INCORPORATE ALL TEMPORARY STABILIZING AND PERMANENT DIMENTATION CONTROL FEATURES AT THE EARLIEST TIME PRACTICABLE. SHIVE:I-IA7`TCERY w.c+i GpYcP�RN NflW1]-ER9 JOHNSON COUNTY\ 112327-1 I STORMWATER POLLUTION PREVENTION PIAN Q. 3 kloftL L'0*L N THE CITY OF IOWA CITY IS THE APPLICANT FOR THE NPDES GENERAL PERMIT NO. 2 AND THE CONTRACTOR AND ALL SUB -CONTRACTORS ARE REQUIRED TO SIGN ON AS THE CO -APPLICANT. ALL RECORDS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE AS THEY ARE PRODUCED. SEE SPECIFICATIONS FOR CONTRACT FULFILLMENT REQUIREMENTS. SITE INFORMATION: TOTAL PROJECT AREA = 15.53 AC TOTAL DISTURBED AREA = 14.01 AC PRE -DEVELOPMENT COEFFICIENT = 0.27 POST -DEVELOPMENT COEFFICIENT = 0.41 CLOSEST SURFACE WATER ACCEPTING SITE DISCHARGE = RAPID CREEK NOTE: CONCRETE SLURRY AND DUST FROM SAWCUTTING ACTIVITIES IS PROHIBITED FROM ENTERING THE STORM SEWER SYSTEM. ALL STORM INTAKES LOCATED NEAR SAWCUTTING ACTIVITIES ARE REQUIRED TO BE PROTECTED. SAWCUT SLURRY AND DUST MUST BE CONTAINED AND DISPOSED OF OFF-SITE. A TEMPORARY 8" COMPOST FILTER TUBE MAY BE REQUIRED. SURFACE RESTORATION NOTES ALL DISTURBED AREAS NOT PAVED, OR HARD SURFACED ON THE SITE SHALL RECEIVE A MINIMUM 6" OF TOPSOIL AND HYDROSEEDING. ,ALL AREAS TO BE SEEDED SHALL USE TYPE 1 OR TYPE 2 SEERMIXTURE (SEE SPECIFICATION SECTION 02370 FOR MORE FORMATION ON SEEDING). SEE STORMWATER POLLUTI REVELATION PLAN - POST -CONSTRUCTION SHEETS FOR CATIONS OF TYPE 1 SEED MIX. ALL OTHER GRASSED AREAS T IDENTIFIED AS TYPE 1 SEED MIX SHALL BE TYPE 2 SE MIX. 3. SCARIFY AREAS TO RECEIV OPSOIL TO A DEPTH OF 3". REMOVE ALL STONES, WOOD ANQOTHER DEBRIS LARGER THAN 2" FROM AREAS TO RECEIV PSOIL. DO NOT / COMPACT TOPSOIL. 4. HYDROSEEDING SHALL BE DONE IN ACCORD E WITH THE SPECIFICATIONS PRIOR TO THE INST A NOF THE EROSION CONTROL BLANKET. 5. APPLY FERTILIZER AT MANUF TURER'S RECOMM RATES. 6. GEORIDGE DITCHCoIfECKS LOCATED WITHIN TYPE 1 SEED MIX AREAS AR O BE REMOVED ONCE THE GRASS IS FULLY STA ZED AND MOWING IS REQUIRED. GEORIDGE DITCH 9RECKS LOCATED WITHIN TYPE 2 SEED MIX AREAS ARE REMAIN IN PLACE UPON COMPLETION OF THE PHASING NOTES THIS PROJECT WILL BE CONSTRUCTED OVER SEVERAL PHASES. EROSION/SEDIMENTATION CONTROL DEVICES IDENTIFIED ON THE PLAN WILL BE IMPLEMENTED ON A PER PHASE BASIS TO ALLOW FOR MAXIMUM PEDESTRIAN ACCESS AND EASE OF CONSTRUCTION. 2. UPON COMPLETION OF EACH PHASE AND APPROVAL BY THE OWNER'S REPRESENTATIVE, EROSION/ SEDIMENTATION CONTROL DEVICES MAY BE REMOVED/RELOCATED. SHIVEFIATTERY aarxsuLu,m.aba.orwnrN aL.+bBnnBq{NaBpYM�bBaCLSbB.BPBN �vxsn ma wmvzeu wm�crNn skins - - Moft L• Bbol&,M Lftew B61-0BBI pEpB9 Dy�cem MiFi OF�9-ml3 JOHNSON COUNTY 112327-1 STORMWATER POLUTION PRFVCW*N PLAN f. 15 c 3 c I WIRE \Ai2— R CORD POST CORD AND PLACE AROUND SECURE WITH WIRE. POST TOP VIEW FABRiCORDC:e\///— WIRE FRONTVIEW 8'SRACING MAX _f ENGINEERING 1 1 FABRIC GROUND Z � o LINE T iv DO m r LU 4 O TRENCH BOTTOM 5 DETAILS OF SILT FENCE SILT FENCE DETAIL E NOT TO SCALE STAKE COMPOST FILTER TUBE— SIDE VIEW w iL U)woU , E-Ziq in PXACE ADDITIONAL COMPOST MATERIAL TO FILL THE SEAM BETWEEN THE TUBE AND THE GROUND GROUND LINE COMPOST FILTER TUBE DETAIL L NOT TO SCALE `—GROUND LINE 12" MIN DEPTH BY 4" MIN WIDTH TRENCH ENGINEERING FAB BE FOLDED ACRQF BOTTOM OF TFONi PEI TO DISTURBED AREA COMPOST TUBE GENERAL NOTES: 0 SECURE TOP OF ENGINE FABRIC TO STEEL POST. (DTfENGINEERING FA IC TO BE FOLDED ACR BOTTOM OF ENCH. O EN EERING FABRIC SHALL E A MINIMUM 36" WIDTH. FOR MACHINE INSTALLATION, POSTS SHALL BE 4 EMBEDDED 28" BELOW GROUND LINE. ALL COMPACTION SHALL BE ACCOMPLISHED BY DRIVING OVER EACH SIDE OF SILT FENCE 2-4 TIMES WITH DEVICE EXERTING 60PSI OR GREATER. OFOR TRENCH INSTALLATION, POSTS SHALL BE 5 EMBEDDED 28" BELOW THE TRENCH BOTTOM. ALL COMPACTION SHALL BE ACCOMPLISHED WITH A MECHANICAL OR PNEUMATIC TAMPER. \ F�Osl OF \\O TOP TOP VIEW COMPOST FILTER TUBE TO BE STAKED IN PLACE (STAKE EVERY 8' FOR ADDED STABILITY) AREA TO BE PROTECTED SHIVCiIATT� N` �a'0i '�� a +brx�Ys � ���Gft �a���en c"e n�nlroF�-tee JOHNSON COUNTY �T tt2327-t STORMWATER POLLUTION PREVENTION PLAN CFY L,L,` c.36 Sl STORM INTAKE DEFLECT CURB INLET FILTER \ PROVIDE REQUIRED OVERFLOW OFFSET STABILIZATION POCKETS TO BE FILLED WITH #57 CRUSHED STONE OR EQUIVALENT. SECURE POCKETS WITH TIES. CURB INLET FILTER CURB INLET FILTER DETAIL NOT TO SCALE NOTE: POINT 1 MUST BE A MINIMUM 6" HIGHER THAN POINT 2 TO ENSURE THAT WATER FLOWS OVER THE SILT FENCE AND NOT AROUND THE ENDS. INSTALL SILT FENCE PER DETAIL 1/C.36 — SILT FENCE INST NOT TO SCALE POINT 2 7i71►w, 3" CLEAN STONE 6" MIN INSTALL GEOTE)MLE FILTER FABRIC BELOW STON NAT OIL STABILIZED CONSTRUCTIO ENT NCE/ CONTRACT STAGING �y AND LA OWN AR G NOT TO SCALE AT STORMWATER DISCHARGE POINT NOTE: POINT B MUST BE EQUAL TO OR HIGHER THAN POINT A TO ENSURE THAT WATER FLOWS OVER THE GEORIDGE AND NOT AROUND THE ENDS. INSTALL GEORIDGE PER MANUFACTURER'S SPECIFICATIONS - GEORIDGE DITCH CHECK NOT TO SCALE "s POI FEN SHIVCF IAifCRY aaM mL u0.*O nL"Cld www 9+w+Y rnm se�wecr. ow. e�aa e. ease nwxmm a w E as rzau vxo ccr umers ml I6YA 6.11m�hyog L.abpgL pyapl -wcnll lN4 — ce" mm ab-Lts JOHNSON COUNTY 112327-0 STORMWATER POLLUTION PREVENTION PIAN m a LEGEND PAVEMENT SED PCC MEDIAN ENT HMA SURFACE r PR\IG CC PAVEMENT RETING PCC MEDIAN COCC BASE WITH HMAVEMENTRETIN MA SHOULDER COHMA S FACE PAVEMENT MILACE EXIS GHME COURSE PA MENT ACC ASPHALT 15KV 15 KILOVOLT ELECTRIC ABAN ABANDONED DIA DIAMETER DIP DUCTILE IRON PIPE DRN DRAINAGE ESMT EASEMENT EXST EXISTING FO FIBER OPTICS IE INVERT ELEVATION LF LINEAR FEET MH MANHOLE OE OVERHEAD ELECTRIC PCC PVC RCP R.O.W SAN SD STRM T.C.E. TELU TEMP UE WAT PORTLAND CEMENT CONCRETE POLYVINYL CHLORIDE PIPE REINFORCED CONCRETE PIPE RIGHT-OF-WAY SANITARY SEWER SUBDRAIN STORM EASEMENT 3ROUND ELECTRIC MAIN UTILITIES - - OE -- OVERHEAD ELECTRIC DELINEATION E - - - - - UNDERGROUND ELECTRIC HANDHOLE - - FO - - - - FIBER OPTIC DUCT BANK EXISTING RIGHT-OF-WAY TELEPHONE PEDESTAL 0 UTILITY POLE T - - UNDERGROUND TELECOM - - PROPOSED RIGHT-OF-WAY FIRE HYDRANT =01, I DOT CURB INLET - G - GAS MAIN -------- TEMPORARY CONSTRUCTION EAS ENT SANITARY SEWER -- = EXISTING STORM SEWER --------------- STORM SEWER EASEMENT STORM SEWER - - - - - - STORM SEWER AND DRAI GE EASEMENT OMN UNKNOWN MANHOLE ----------- SUBDRAIN - - - - - - SANITARY SEWER EA MENT _ W - WATER MAIN S ---------------------- STORM WATER D ENTION FACILITY EASEMENT SUBDRAIN EXTENSION CONTRACTOR TO - - - - - EXPOSE AND EXTEND EXISTING SUBDRAIN TO FORESLOPE GENERAL SITE MAILBOX 0 DECIDUOUS TREE SINGLE POLE SIGN CONIFEROUS TREE CONTROL POINT TREE LINE SHRUB O SANITARY MANHOLE To TELEPHONE MANHOLE U RELOCATE UTILITY POLE BY OTHERS H H RELOCATE HANDHOLE BY OTHERS SHIVC--FIAT EERY DRAWN En CEN DAIS CE Am PROJECT NUMBER I I NO Corer R96m.,w•war. C6Y.U•Cw MWMw 9ksHeMaft hn 9691 NaN6Y1M RNq lon Cb: bva 69216 J4NS'UN COUNTY 112327-0 PLAN AND PROFILE LEGEND AND SYMBOL INFORMATION SHEET MtlM,L &ovrtgb6lL C1MapgR 91B18649W0 Fax C11W 8WAetl E 9 I 0.00 UTILITY SYMBOLS GUY WIRE LH HANDHOLE LIGHT POST 77 TELEPHONE PEDESTAL 0 UTILITY POLE V VAULT BOX FIRE HYDRANT =01, I DOT CURB INLET [� VALVE CURB INLET VV WATER MANHOLE G INTAKE - CIRCLE OMN UNKNOWN MANHOLE u DRAINAGE MANHOLE INTAKE -RECTANGLE ELECTRICAL MANHOLE INTAKE - SQUARE O SANITARY MANHOLE To TELEPHONE MANHOLE U RELOCATE UTILITY POLE BY OTHERS H H RELOCATE HANDHOLE BY OTHERS SHIVC--FIAT EERY DRAWN En CEN DAIS CE Am PROJECT NUMBER I I NO Corer R96m.,w•war. C6Y.U•Cw MWMw 9ksHeMaft hn 9691 NaN6Y1M RNq lon Cb: bva 69216 J4NS'UN COUNTY 112327-0 PLAN AND PROFILE LEGEND AND SYMBOL INFORMATION SHEET MtlM,L &ovrtgb6lL C1MapgR 91B18649W0 Fax C11W 8WAetl E 9 I 0.00 / S �U ! , � EXST 6CAEIN,= _- -T- - - -� y-- OE- D_ D_— �.' 686_- 7RUTTED - - - -688 FILL EXISTING -- -_ - ' AREA WITH STA: 1083+51.15 c0 - - - FLOWABLE MORTAR BEGIN PROJECT iC \ SB CONSTRUCTION CL 00 1083+00 1084+00 1085+00 h 1086+00 Sawcut ,� - -- - 4 7+00- - v - STA: 1085+36.08 --- _ -- a. BEGIN SB PAVING - - -- - - - -""-_ --- 83+00 r8# — ole - ---- - - -- - ---- » - -- - - - - -- --- -- F 3� Curb Tr sition - 4 w From 6" Standard to 6" S ed _ - v°- 6" o� �� 6" Sloped Curb ��-'� ��_ CURVE DATA (CIO ,) - C10 ( } i NB PR FILE GRADE LOCATION PV_1 - n PV -102 PC: 1086+76.54 A = 14°32'03.97" ry � � ��% a� " " T = 409.98' O 6� ee ' Replace Intake L = 815.56' z_ +----- --- - —_ See Sheet U.06 R = 3214.98' - --.— y ,,,� I E = 26.04' PAVING PLAN VIEW: HIGHWAY 1 700 700 695 - - 695 E I14G NB GRADE (T�;P} v 690 - - r� - . 690 685 ?7 U 685 680 _ _ ,. N v N W� o (D 13 6L) N er r- rn (O 1n rn V m (`S m r v O us O r O m O o1 M680 0 O 0iO) 61 OJ CO 03 V OOD 0 C13 Cd N 00 00 W rn W ep p OD [) 10 O M 00 CO CO m00 00 00 CO OD O0 00 CO 00 M1 f� 0J 00 W m� m m m m CO 0 00 DID 83+00 84+00 85+00 86+00 87+00 87+50 PAVING PROFILE VIEW: HIGHWAY 1 V. 1" = 10' N: 1" = 30' 5HIVCFIATTI=RY �P�U �YU`� bM1U >.e;..,,.c s:r�..�:vi.1"e Mo6m.c.Bbontpiwl il"cNce6gd �'wMeY.HM.' 2➢3ANSMU1NMMft{b 61216 (sfW Fax (sm795ia�n DRAWN BY, B PATEpA_13-2013 JOHNSON COUNTY PRpE NUMBER] -- 112327.1 HIGHWAY 1 PAVING PIAN AND PROFILE STA:83+80.87+50 EE No, TOTAL sHECTs we__.1. Iw ar,Te�ps-�a-zoi3 0.01 CURVE DAT (C6) \ EE r �EXST R.O.W.—Ij { ! c°o c°o o ©= 8°40'19.76 1 rc$ CURVE DATA (C5)' i T = 118.22' 4 = 1°40'27.78" I L = 235.98' R = 1559.10' L = 94.83' w E=4.48' R = 3244.98' w. �el' E=0.35' 73 PT STA 141+ 21589 688. 687 •7r -- ' — — I X.j --_-- _ _- --- ` _r PAVING PROFILE VIEW: HIGHWAY 1 SHIVC-FtATTCF2Y D v"Dr, ceu DnrEe6l pas PR ECTNun9ER H{GHWAYtPAVINGPANANDPROFILE STA: 87+36-9N50 ceder wwalu•wwe 6nnu•6ee wawu alar ..im aasEwwtl�re 6a a•bea 6M. roea �% ----. JOHNSJN COJNTY 112327-1 wDML eigrr l IL akgALL bhB78648W0 F'ae RW 86x 1 D 6-13- 700 700 - _ -:BEGIN .. B DITCH B TTOM _ _ . 695 695TA' S 90 75 00 _ -. ---- - -ITCH ELEV; 87,50 _ - BO M TYP) -_. - 69 690 — _ —_. — — ---- — _. _1.58°/s 685 685 EXISTING N GRADE (T P) _ _ _ . ..... _ _. _ - -- o- r N 0 680 0 0 f N m v E6 co r C) L9 0 m r rn� rn 0) co co OD co 60 6o ao ro a3 co ) co c6 ai 0 co coo 6033 n c6 W co c6 co ro m co c6 co w m w c6 ao m 6o m co co 0 m co - w <0 m m m 0 co m o m co m coo cc6o 89+00 90+00 91+00 91+75 87+25 88+00 PAVING PROFILE VIEW: HIGHWAY 1 SHIVC-FtATTCF2Y D v"Dr, ceu DnrEe6l pas PR ECTNun9ER H{GHWAYtPAVINGPANANDPROFILE STA: 87+36-9N50 ceder wwalu•wwe 6nnu•6ee wawu alar ..im aasEwwtl�re 6a a•bea 6M. roea �% ----. JOHNSJN COJNTY 112327-1 wDML eigrr l IL akgALL bhB78648W0 F'ae RW 86x 1 D 6-13- ------------ • 00 CURVE' ` . �r:I• . . ,tel••• 1 • : r♦ r`1,�r r i • : 1 11 •.::•� • 11 1 :. .-30.00 MM o�� �4..•� .•y . ♦ .. . 0 11 BEGIN TAPER -E = Z48' 684 •: i• Ir • 1 11- s 1 � — 1 •s ppi■ajs �H■�' �s • �'S`��■F.rii++K9rMgP■Ills�iq� •I;T. >: ha�r�,m_ �g�F ■_�i�—■�i' sr- , rrR,�d ■■ � IXa�9._=.:-�. °e.^il..rL'ir-rc�--7°f �lLc:_ m �>f!■H�sifirrl��- —=. _ f m2 ��- �...■ ..ems i e Map ���•_ ii.r.�■� In —A +� Sawcut 92+00 93+00 94tOO 95+00 CURVE DATA (C7) ♦ 1 PROFILE GRADE LOCATION—/ 3000.00'-- r -_--=_ - -- — - . 687 •:.685 L ry •:1 •1 /r it . . •� •, it li •: I • , •: it _. 11 11 , 11 11 • r . a... .. .. .. .. :. �. R.- . _ , , -. R.O.W.- - _ 1 +,_ NO \\j Is 0 co 67 9 SCAE IN FEET Z (o i '-- r- _ 00,: i + n 6 EXST R.O.W. —.- — - - - - - - _ -, 685- RAT _ _ rn r J � Y.m• __ _ — ... i .� - ti— —_ ---- — -. .682' -ca_ _..:1 -. J, � _ _ — _. O- .— ,. -- __ .... __. - - ------683_..--�___ In �p Sawcut-9SB CONSTRUC NCL-- , - --_ — -- - --F -- -- —I--_— — -_ 96+00 -� ----- — 97 0 - 98+00 / / / 99+00 Sawcut 95+00 ` NB PROFILE GRADE LOCATION �- LLL t T I r I (C9) Jr ---- - - r - - - 6A -- --_ - 5 Fn ---=685 -- - —683 re., - - - - - - TU161.29' 680` ` m I-------_-- _ -- - i� -. - 322.52' 679 _ --- _ - �R=6500.00' ��� , —679- — - - — _ - _ E=2.00' ) 6 f - PAVING PLAN VIEW: HIGHWAY 1 O O Co. O W N Do O 0000 N \ �+ Do O+ O DO 695 !O.- + ; Do O + CO O + _ _ - ((00 69 _ w rn > rn w - _ . - - - - PROPOSED NB fJu - J w- w .tu w F w DITCH B TOM (TYP - w 69 0 690 >.. - a .. � > _ v)- . CL - - - - 685 685 _ --- - ------ - --- -- -1.00% - SB NO8, DITCH 0% o" 3 20% ------ _ ----- - ---- ----- --------------------- . 68 0 680 _ o >: 1 6.32°l0" 24°s_ _ PRO OSED SB --EXISTI G NB GRA E .........- _ - e_2 - - ITCH BOT M TYP - - - • • 675 ° 675 _ _ _ .. _ PVI ELEV::6 _ - 1 - PVI ST .99+30.001-. $TA; 99 11. - _-.00- _��L _ PVIPVI ELE :677.65 ELEV: 73.06 670 �. o o .. _ o o - n m v 04 o? 670 1 co� co � d� � v w co O o N O o N O . (� 06 06r (r0 ^ r Do 10 N *DoDo N N� M CJ ED M c 00 N N N N r r aD O(o O ODo O :. CO Do � to O Do O O O O co DODo DODo 00 (0.'' O Do O O O 97+00 98+00 99+00 99+75 95+25 96+00 PAVING PROFILE VIEW: HIGHWAY 1 V_ I' _ 10' 'D SHIVETGFY H. 1= _ 30 o¢avxHY. a oare - ]HNSOaR°JECT NUMBER N COUNTY t12327-1FIA SNEET i°'FL HIGHWAY iPAVING PLAN AND PROFILE STA!95*50-99*5 ¢E -1�23 Atlh, IL •BbaN1XVM1R•GYCBp2.IL 1 (310) •C Lo o� to — —FO— —FO— — — — y FG^ —. —➢ — F -�- — 679 • . N �. V8 SCALE IN FEET _ . X - I \ee OE — —F OF — OF 1 E ;OE o- - _ 6$1 68p — \ T T - - - h - - -682— I _ - - - - 683 - oo + 684 - - - -- - _ - STA:1099+89.78. -- - -- oEND SB PAVING - 0 - _. - 2.5 -INCH DEPTH o� mm vo m� NB PROFILE GRADE LOCATION / - ° 1 O+OpMATCH GRANULAR DRIVEWAY TT EXISTING LIMITS 110 00 HIGHWAY 1 CL 11p2+00 1103+00 99+00 100+00 Sawcut 101+0� DR WAY HP RIDGE 102+00 103+00 - STA AHEAD: 1099+96.80 683.2± O 684.0:t STA BACK: 1099+89.78 _ _ _ r --�-_ - - - - - - �! } 683683 - - - - - 681 682 v_ - - - 682 681 680 680 �� r." M O S 680 \ 679 g}^' 81 _ ti .. 69 7 X - �; 682 - - - - - -- STA: 99+20.00, 30.00' R _PC" BEGIN TAPER T PAVING PLAN VIEW: HIGHWAY 1 O O m O O t0O m q W N O Wpl- O 61 O O O O - 695 + 49 —+ cho + o r > o r > _ _ - ------ 695 -i PVI STA: 9+30.00 J _ PROPOS DNB J 690 ww PVI ELEV: 677.65 w F uWJi _- - DITCH BOTTOM (TYP) a_ _ Q - - -a 690 EXISTING NBlHIG WA,Y_1 CL 685 _ - - --- --- 68 5 680 o --- ---- = --- ----- -1.00% _ ------ 24 o ---' -- _- ------- - ---- E STING GRA EL DRIVEW Y - --- - -- --- -- - --o� 80 G DE TO MATCH EXISTI G 1fi°!a END SB DI CH TO _.. - ---. _, - -_ta... - PRO SED SB + �.�. 675 ITCH BOTTOM (TYP): ELEV. 9:11 _ ' l 670 Co CR It 00 CN U0 LID Co co cl) 00 470 C6 h OD OD 00 CD m cl cq C6 0c) O Lo O N O h O co co O co l' CD to b D aD m hm r h CID co CD o m cm s co � 99+25 100+00 101+00 102+00 103+00 �3+75 PAVING PROFILE VIEW: HIGHWAY 1 `~ V: 1"=10' H: 1"=30 SHIVCIlATTC-R`r ae]GlbgEgU•IwMd.N•DelAkiqU .,, i"",";,,;� ",,,,, ,:.., . ,;. MOIM B.•agmglaM1R•cnc.po,R SMbbGM.Yn XBBNWapOpgpeCygq5E4g5 laf&ss�soa•R<fan�aw-BB2T ➢RPVNBY ceM ➢TEpyT320t3 JOHNSON COUNTY PWJECTNCMBER --- 112327-1 HIGHWAY 1 PAVING PLAN AND PROFILE STA: 9950-113+5° METE' Nn snTs CNECNED SYS 1. DATE. 0503-2013 LM F1 1 i �i �� J A 0 5 � 30 s SCAM IN FET p OE C — o T— T= —_ T-- —T—— —G— — — — -- —T— — — — — OJSTA: 6+400 D — n �- \ �...� It—-- L..--- -- ----- -- — -- — - .�-— NB PROFI GRADE LOCATION/ y FIELD ENTRANCE �F IN PLACE 1105+00 HIGH 1 CL 1106+00 1107+00 �' 1107+54 103+00 � 1104+00 PROTECT - PO4104+00 105+00 106+00 107+00 107+54 103+00 ti Sawcuk 686 _ >>��_--_------ F. ---- --685_._ - - ._. - - - - ._. - ---- - -- - >� 683 ° _ -._ _ _ -- --- 683' - _ - - --- --- -- --r>es ---- -- -- 682' - _-1r r-�� Y -. _ - --682- _- _ ---- ----------- - - 681 _ 680 °k'� RFs_ __ _ - - ------ - _ -. - _-- - - - - - - - -- STA 106+46.6 -- - \� - -_ - - - 5- ENDTAPER _ I r� _ _ _ _ _ _ _ _ _ _ _ _ z_-- - ---- -_ PAVING PLAN VIEW: HIGHWAY 1 700 700 �- ....... o _ _ . _ . -. �. w _ . - _ 695 695 B0 T OM w----- r .w w_ r. ..w. . _: XISTING N HIGHWAY 1 Ct.GRADE - STA:,10 +40.06 .. � ¢ F a F w �_ � t- � _ - ELEV:6 1.83 690 690 >._- >- .n _ > _ -_- _- - ---- - - _.._. CL _ .. -- --- _.. 685 685 - --- __ -- - .9Eo0 --- -------- -----,-_ — — — — . .... _ 1.43 /0 - ----- =--= - ---- -- - _ 680 680 0---- __ 5% 00 11py 675 675....... P OPOSED N _ - - -- - DI GH BOTTO {TYP} - _ - - 670 670 N N N ` CO to 1� 61 b- r `- LO (h O N r O d' O I,- N ? r 0) -1 tD O O W N co r p O N 104 O V -r �; to D) to Oj N r0 (h to O W p W O - (o rco coto co t` co OD OD n W CO to oo (D M I ( to 00 CD O O (D CD O coto c coo c00 tco oo cto cr0 1OD (DD cOD (DD 107+00 107+50 103+25 104+00 105+00 106+00 PAVING PROFILE VIEW: HIGHWAY 1 V: 1"=10' H: 1"=30' SHIVEHATTE-RY ceav tau bxe CAn a,[w n�au Pax Nampen mq nAe cly. p.�HypS ➢_PVN BY. 2a DATE -_ -as-u-Hou JNNNSON COUNTY PROJECT -"'➢' 112327-i NG SHEETS HIGHWAY I PAVING PLAN AND PROFILE STA:103+50-107.54 D.11$ "G Mp1¢,q LL, BICM'Yynj IL pYxpq IL (w 4& 3010 ` FM � H , CHECNE➢ HY• .ti9 ➢ATEA M-18-2. a �— k STA 121+07.08 \ BEGIN PROJECT , 687 685 'r 685 SCA' E IN FEE' 11 -- - - - 695 I \ 324 LF6"SID�_; I- -- �--- o -- --- -_ - res 121+00 I �n n \ 1 + PROFILE RADE LOCA 24}- 1 LF 6' SD -` - - 221 LF 6" y 125+00 - Lq cli -- - - LF — ----- --� [ — — _--- _ F-6" 8D - - —� — — CAP END 697 P - - - OFSD STA 121+27.06 j BEGIN PAVING MMH J F --FO-69 6F . 8RIM x j+ r- �Rcp FI _ —1f I c' \ PAVING PLAN VIEW: MOSS RIDGE ROAD ao 0 0 UD N + CO N } W BEGIN PAVING STA: 121+27.06 a ELEV: 698.95 > a 700 700 _ -.. _PROPO 3ED EL- 695 _ - GRADE (TYP) - 695 - -------------- _ _1.03%_. 690 - -- - - --- - 69 685 - - _ • 685 E (TY P) .... _ 68017 C! Lo ' c r` c `q rn ` cv `° `" E.y ' 'cl)� v N o m `° -- � � 680 . rn co M ci n r rn 49 ti CD U) d' �r 7 � rn (D � N o c� CO m (O d1 (P fCi 01 CO 05 07 63 110 10 00 V d. W M Kl th W N co N N N (h O1 CO CO CO (D c0 CD CD CO CO (6 fD CO CO a) (D (O (O CA CO !D CO � (P f4 0) (O CO 121+00 122+00 123+00 124+00 125+00 125+50 PAVING PROFILE VIEW: MOSS RIDGE ROAD V: 1'=10' H: 1"=36' SHIVCFIATTERY • ¢. v.: e. Cetiv RSR A,p CA,A:=M • s _v e. v :: c I1o1rIn IL `HbaMyaq IL • CAieeaq L BAlH"bry•M 2U{NMFpte pNq by Cl py 62216 ➢RAYN HY ATJ (8181 as+ada ` FeR prat a54evn ecLxE➢ en cen ➢piE p_J3 013 DarE, os-i3-zm3 JOHNSON COUNTY PRNCECT NUMBER ---- 112327-1 MOSS RIDGE ROAD PAVING PLAN AND PROFILE STA: 121+00-125+25 SHEET N, TOLaL v�EETs 2.01 9685 N \ \ 1 I �— — -R.O.W - 218 LF 12 0 4& J/ ROFILE GRADE LOC�TION T.C.E.-- i \ f r ' / / `�' J .�' .may iagK,�2` -, 1 C �� F.' •� C'' i l � � � � .v ��;i � SOPLE IN FLET PAVING PLAN VIEW: MOSS RIDGE ROAD 700 700 _ ------------ . 695 695 o _:PROPOS b� 1.75/0 "- -1.03%. - —GRADE( : P) _ .. �___ -=-- 690 690- __ T 685 685 PVI TA: 125+25. 0 - .PVI LEV: 692.00 EXISTING --- - _ - RADE TYP 680 680 _ -- _ : - - 675 675 .._--. - - - -- 670 670 j 00 W W (o V d; N �'? W OD Co� N cli ~cq CNI O Ch O M n O °p N Lo^ to M O 0) O 0) O N W W ^ OJ r` ^ n ^ n N N pj N O N Q Ln CO i � p O 0) O) ' cc) co 0) 00 1N, co CID (D O � O (D 0) olW d) O) co 0) 0) d) O O � c0 O f0 0) (O m 0000 10 O Eo CO to �c0 O cD c0 W c0 cD c0 c0 c0 ol m 0) O 127+00 8+00 129+00 129+75 125+25 126+00 PAVING PROFILE VIEW: MOSS RIDGE ROAD _ V: 1'= 10' H:'."= 3d _ CJ _pZ�/ CWx ilRmcw•bn Cily,w•oee MoYw.w eMSHelten. trc aa9l NaYgete ogre, baa CAI. lana 6x2a6 IR1 qV. HP AT3 DATFi 06-13'3 �' - PRO:EC UMBER JOHNSON COUNTY --._ SHEET IDiPL 112327-t MOSS RIDGE ROAD PAVING PLAN AND PROFILE STA: 125+25-129*50 Ho. suEETs E.02 t r N s Moh IL • e TtpbA LL • CMRpg i 19101 SFA'BD,D • RX (818) 8H48Y21 CHECKED BYE e[`e DATE W-13-2°13 d T.C.E.- ---------------- 675 / r I J 675 / / 675 / 1 I 1A4E IN FEET STA: 131+75.00, 15.50 L STA: 133+55.00 685 BEGIN TAPER 685- ND TAPER N 685 R.O.W., " -�h'-�---- —1X__1�"W- —•--�'iM-- 1 _1�"-W----- +OOr_ 723`+5 _ . 464 LF 6" SD'2 - - - -- - - 29 M M OF[L DE LOCATION U) _ +00 132+00 133+00 132+44.02, 45.61'— ' `" �: • .� _ - . .w ,_ . ..,. .... SD ANGLE POfNT _ 627 LF 6")SD 687 - - -- - -- - �#9 - _- - - - --684=- 685 - - _ — ----- - - — — _ _ -Fo = - `ro r- - -r -_- - --- 290 LF6"SD 1.00°la Fo E SHEET U.07 PAVING PLAN VIEW: MOSS RIDGE ROAD 690 _ PR POSED ... 690 _ :.. -1.03% G DE (TYP) 0.73°Io 685 _ _ - _ _ _ 685 680- _ r m - - . _ 680 _._ _ a - _ C6 m+ ui 675 co _ _-- �� EXISTING M _ c U -- -,-- ----- - . _ -- -- - 675 .:: _ G DE (TYP). _ 6$ m LP STA: 13 +52.45. &Ijw - Q 670 C} _ O _ ... - m PVI STA: 131+46.00 w - - _"' 67 0 _ PVI ELEV: 85.60 99 665 _ K: 42.04 - -. _ _ _ 66 75' 660 _ "' Do O cNo O M °? CADo °) DO M cM') °? Oh tf? O `h° Ocli O m h ID O O N r O h660 CV N h CO CO CO h CID h Cp l!7 V C7 ,t) h (Tl C3 O h N h W h W r., tb h h" O h Do h h h h h- h h h h6 I- h CD Lo h t0 CO co O O O O co co co CO O f0 CO c0 O CO O co fp CO O (ODO CO 00 h (p Cp h 00 h co O (4 O Cd O CO CD CO 129+25 130+00 PAVING PROFILE VIEW: MOSS RIDGE ROAD 131+00 132+00 133+00 133+75 V. 7"=10' H; 1'=30' 5H I V CHAiTCRY WV Pe Bd5 U' IWM Q . N • OM Mq A — M*, IE, 9bT`�ViQt E'Q� p- Nvtlyie BMtl Hetl9µ kµ B&N p y qq CRY. tp Bgp<B PRAWN BY nTi ppTE 06-13 E0t3 (91�9515010� F. MBB1AB2f ICNECKED BP GFM DATE. o6-v-xm3 JOHNSON COUNTY PRpJECT N NHEft -' 112327-1 MOSS RIDGE ROAD PAVING PLAN AND PROFILE STA:129+50-133+50 EET 03 i0igl SHEETS 0 15 Ir^ -� !STA: 136+62.96, 27.50' L s�>� /`� 675--% I y +�� BEGIN TAPER I �(PIS F STA:3+55.Q9, 27.50' L E�fD TAPER _ —W— -- _ �I2-VfB4 �8- — — VF r a 137 +00 a — 618 LF 6" SDS' " _ 'GRADE _ F PR'O LOCATION � �..... — -- _•_� .� _ .� ,.-_ - .. �, 1n 1 v C 136+0�� _ �.. C4 1f1 133+00 F 13 00 35+00 j L) am �— 685 ' 627 LF 6"SSP¢— _ r, -- — 687 iiiiiiiijillillill! I'll - 686 - — " — — — — — -- — — — STA 134+5 ROVIDE "END OF RUN" CLEANOUT _ — — — —` — — — — — -- — , � CONNE ION AND TYPE A-1 CLEANOUT TYP, J ;..—.�--- � -T.C.E.- _ 290 LF 6' SD @_1yQ0% ----- EAC IDE ( SUDAS4040.232 PIPE INVERT 682.5-----' ) - _ SEE SHEET U.07 _ _ __ � — r' — — — — L— — —----�-- OTECT IN PLACE l i PAVING PLAN VIEW: MOSS RIDGE ROAD O M L6 I co 700 700+ Old 695 695 - PROPOSED - - _- u~i a o - GRADE(TY) 690 690 - - - - _ .73°fo - 685 685 _ _ _ ....... _ _ _ _ =---- _--- ---- 680 680 _ EXISTING : - - - GR NDE TYP - 675 r 675 --- 670 J670 c� m r� nv , oo c m m N Cl) o u� rn o m 0 o d o o co o 4 M o r o v n i, M °D 6 °J CNo aD co °� °O 00 W - 47 IfJ! c9 r. � 1 00 W 00 t W W N co W WCID OD N N co co cO CID W J t0 CO ICO , CO CD c�0 CSO CID 136+00 137+00 137+50 133+25 134+00 135+00 v PAVING PROFILE VIEW: MOSS RIDGE ROAD — V: 1" = 10' H: 1" = 30' _ 5H1VC�IAFFERY � �.n �V.w. �e Mo�au SM.-HMm. o -a aB9c NixfO%wta bn oM�rowa 6z7A6 nRAVN s. a*+ uarc os -is -zeta JOHNSON COUNTY PROJECT NUMBER SHEET — 112327-1 MOSS RIDGE ROAD PAVING PLAN AND PROFILE STA: 133150-137150 No. E.04 ( r.EEI ixEErs . -.e<. -_ 'r.:ani n•:. e.a� MdM. IL, Bb..*V dt L. pbep4lL pmlawsaa•Few U18)5518921 CHECKEn bY� cEn, nA'E�O6-13-E%3 2 �� . �. r �s•�, , •, 3 �.�'L`5r. ri .moi:. �., tl.�� / �.ia � -- _ � . qtr• �irr'�;,�f: '11.,G�3rs/� � �r�trN'h2•C rm..+� cI. : • �/ � i � r • �t •' a ti � �- _e • 116851 , .. _ ., ; i,� -. -... .:1 .. -_• ,�• 111 1Oi'"'�• 1•e675 ® c.70 1 -. •-�i - -p —9 I SHIVEHa 1ATI, I- �2tlll'l 112327-1 I 1 MOSS RIDGEAD PAVING PLAN I..,FILE 0 a rn M r3 0 N N m cm 3 0 LL 0 U 3 g M N r U iu a D- 21 21 a L EXISTING RAISED MEDIAN REMOVE TING VARIES _ RIES—{ cJt"' +11.16 +72.41 18.99' LT 13.80' LT 688.03 86+ +39.53-/ NB PROFILE GRADE LOCATION 9.53' LT 688.19 TEMPORARY HMA / EXISTING CURB REMOVE 7i 12" MODIFIED SUBBASE PERMANENT DUAL LEFT TURN LANE PAVEMENT SUBGRADE COMPACTED T 95% STANDARD PROCTOR DENSITY REMOVE EXISTING 6" STANDARD CURB ZRIOR TO PLACING MPORARY PAVEMENT 21.97' 687.97 +78.87 13.70' LT 688.24 SHAPE HMA TO MATCH OF EXISTING CURB AND INTAKE 18.34' LT 688.37 NOTE: 6" SLOPED CURB A SS NORTHERN LIMITS OF TEMPORARY PAVEMENT FROM STATION 86+39.53 TO ST ON 87+18.11 SHALL BE PLACED DURING STAGE 3 CONSTRUCTION. PAVEMENT: HIGHWAY 1 90+00 6" MODIFED SUBBASE COMPACTED TO 95% STANDARD PROCTOR DENSITY SPECIAL SHAPED -3" HMA BASE COURSE I NMA CURB 3" HMA SURFACE COURSE rmwN 9n t- DATE. SHIVC-PIs�TICRY cetl wgaw•loacd.w•va.;,ha A WIM44 ,ft z Nwt, W +alowc%1.,,Bxzs d v,. w.r,..,.J�e-I. n., +[er i.,. Witt IL• BbwNyNA 1L•CNmpq IL (81018649W0• Fax L'11B186MdB2 CNECKEO dP Joe DATE NOTE: TEMPORARY PAVEMENT LIMITS SHALL MATCH EXISTING RAISED MEDIAN AREA ON NORTH LEG OF MOSS RIDGE ROAD AND HIGHWAY 1 INTERSECTION. TEMPORARY PAVEMENT: HIGHWAY 1 92+00 NOTE: ALL TEMPORARY PAVEMENT SHALL BE PLACED DURING STAGE 1 CONSTRUCTION AND REMOVED FOLLOWING COMPLETION OF STAGE 2 CONSTRUCTION DURING STAGE 3. \ iriftO.lEcc NIWBER 1 112327-1 JOHNSON COUNTY TEMPORARY PAVEMENT F.01 SECTION A -A VIEW SCALE IN FEET +11.16 +72.41 18.99' LT 13.80' LT 688.03 86+ +39.53-/ NB PROFILE GRADE LOCATION 9.53' LT 688.19 TEMPORARY HMA / EXISTING CURB REMOVE 7i 12" MODIFIED SUBBASE PERMANENT DUAL LEFT TURN LANE PAVEMENT SUBGRADE COMPACTED T 95% STANDARD PROCTOR DENSITY REMOVE EXISTING 6" STANDARD CURB ZRIOR TO PLACING MPORARY PAVEMENT 21.97' 687.97 +78.87 13.70' LT 688.24 SHAPE HMA TO MATCH OF EXISTING CURB AND INTAKE 18.34' LT 688.37 NOTE: 6" SLOPED CURB A SS NORTHERN LIMITS OF TEMPORARY PAVEMENT FROM STATION 86+39.53 TO ST ON 87+18.11 SHALL BE PLACED DURING STAGE 3 CONSTRUCTION. PAVEMENT: HIGHWAY 1 90+00 6" MODIFED SUBBASE COMPACTED TO 95% STANDARD PROCTOR DENSITY SPECIAL SHAPED -3" HMA BASE COURSE I NMA CURB 3" HMA SURFACE COURSE rmwN 9n t- DATE. SHIVC-PIs�TICRY cetl wgaw•loacd.w•va.;,ha A WIM44 ,ft z Nwt, W +alowc%1.,,Bxzs d v,. w.r,..,.J�e-I. n., +[er i.,. Witt IL• BbwNyNA 1L•CNmpq IL (81018649W0• Fax L'11B186MdB2 CNECKEO dP Joe DATE NOTE: TEMPORARY PAVEMENT LIMITS SHALL MATCH EXISTING RAISED MEDIAN AREA ON NORTH LEG OF MOSS RIDGE ROAD AND HIGHWAY 1 INTERSECTION. TEMPORARY PAVEMENT: HIGHWAY 1 92+00 NOTE: ALL TEMPORARY PAVEMENT SHALL BE PLACED DURING STAGE 1 CONSTRUCTION AND REMOVED FOLLOWING COMPLETION OF STAGE 2 CONSTRUCTION DURING STAGE 3. \ iriftO.lEcc NIWBER 1 112327-1 JOHNSON COUNTY TEMPORARY PAVEMENT F.01 ALIGNMENT COORDINATES NAME PT START STATION PT START Y (Northing) PT START X (Easting) PT END STATION PT END Y (Northing) PT END X (Easting) BEGIN CURVE STATION BEGIN CURVE Y (Northing) BEGIN CURVE X (Fasting) PI STATION PI Y (Northing) PIX (Fasting) END CURVE STATION END CURVE Y (Northing) END CURVE X (Easting) L1 121+00.00 622628.17 2185951.58 126+4. 622628.17 2186493.84 100.95 Cl 126+42.27 622628.17 2186780.07 127+98.87 622628.17 2186650.45 129+46.16 622716.07 2186780.07 L2 129+46.16 622716.07 2186780.07 134+78.46 623014.81 187220.64 C2 134+78.46 623014.81 2187359.13 135+71.18 623066.84 2187297.38 136+62.96 623136.00 21 3 L3 136+62.96 623136.00 2187359.13 136+64.44 623137.10 2187360.12 03 136+64. 623137.10 2187782.63 139+42.69 623344.64 21875 141+28.02 623199.15 2187782.63 L4 141+28.02 623199.15 2187782.63 142+28.48 623146.61 2187868.26 ALIGNMENT CURVE TABLE NAME Ac T LENGTH RADIUS E Cl N72° 55'47.41 "E 156.61 303.89' 510.00' 23.50 C2 N48" 48'44.72"E 92.72 184.50' 750.00' 5.71 C3 N81" 38'46.61"E 278.24 463.57' 333.00' 100.95 -, P ----------------- 10 _ 173++00 -124-+00 lZ' T SHIVChIATrr-RY C �w'hL N �'On � 8 'R6Nan.k 26H NNHAM�64n..dObM 6225 DRAWN BY. nil DATE p6 -t3-2013 ROJECTNNNHER ET iHTPL `°" raan",a•epm�Dun c,cR�+wa F. CHEERED BY. ceM DATES W -13-B013 JOHNSON COl1NTY --- 112327-1 MOSS RIDGE ROAD CL ALIGNMENT GEOMETRY .0 I STEEis G.01 ALIGNMENT COORDINATES NAME PT START STATION PT START Y (Northing) PT START X (Easting) p STATION PT END Northing) PT END X (Fasting) BEGIN CURVE STATION BEGIN CURVE Y (Northing) BEGIN CURVE X (Fasting) PI STATION PI Y (Northing) PIX (Fasting) E STATION E ENDCURVE Y (Northing) X (Eastiinng) L7 83+00.00 622509.82 2187552.64 85+03.98 622697.3 2187632.79 C10 85+03.98 622697.38 2188044.45 89+13.95 623074.39 2187793.89 93+19.53 623398.89 2188044.45 L8 93+19.53 623398.89 2188044.45 107+53.89 624534.22 2188921.0 _ _ = 91+00 92+00 A0 - =I—I I V LtIH I I 1 --KY u RKAU W. BRm cay. A . oro NkANBB u I a NBINRY Ae amR wraft ake n Day. awx sans DRAWN BY. al BATE. .. c �';: m Mckq IL LL. DhWeyq ll. c1%8E+w. Fes(8@I86�fi821 CHECKED BY CEM DPTFi ALIGNMENT CURVE TABLE NAME oc T LEN RADIUS E C10 N300 24' 17.96"E 1 409 815.56' 1 3214.98' 26.04 I — *97+00 _ 98+00 99+00 100+0 101+00 _=f1 0 T_ zEn - l b f _.rd k? M JOHNSON COUNTYRRoaEE' NNER � - 112327-0 JIM 7 NB CONSTRUCTION CL ALIGNMENT GEOMETRY PROPERTY OWNERS: 1) NCS Pearson Inc 5601 Green Valley Dr Bloomington, MN 55437 2) Llewellyn, Neal N; 1/2 Hills Bank & Trust Co; Trustee Otologic Medical PC 401 K Profit Sharing Plan; 1/2 590 W Forevergreen Rd North Liberty, IA 52317 3) Moss, Stephen A; Moss, David G 3354 Kenruth Cir NE Iowa City, IA 52240 4) Fuhrmeister, Leo H; Fuhrmeister, Deanna M 3292 Highway 1 NE Iowa City, IA 52240 QUARTER SECTION LINE STORM SEWER AND DRAINAGE EASEMENT � TEMPORARY CONSTRUCTION EASEMENT (T.C.E.) ^O /xoO , TEMPO RY / CONSTRUCTI EASEMENT (T.C.E.) STORM SEWER ---------_/ O�/x00 AND DRAINAGE �Q 49 � EASEMENT O��' / —_/ ' O14a+ 4 � o0 3 _ -_ i - --- 12`5+600 •- L- STORM SEWER EASEMENT RIGHT OF WAY PLAN VIEW (FOR INFORMATION ONLY) SHIVE-FIATTERY C RWA U,I CIV. N, CM M*^A B Fhflfs. ft 2B&I NvtlgekM4oe LMA bxa BYA6 AVN BY, Pii HATE. p�t3 0t3 MO IL. BbdNproq IL I CNoe L 69181 B54BBIB. Fi[iB101 B54BBHi LNELICH HYD G- RATES %-I3IIIIB v J MID-SECTION LINES O' SANITARY SEWER o� EASEMENT �bh i O �x JOHNSON COUNTYPRacT NUM.. r 1i23z7-i RIGHT OF WAY INFORMATION Q�x rn T5CPLE IN !I£i STAGING NOTES 1. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC (MINIMUM LANE WIDTH= 11 FEET) FROM SAM TO TPM DURING ALL STAGES OF THE PROJECT. IF THE CONTRACTOR DESIRES TO REDUCE TRAFFIC TO ONE LANE, THIS MAY ONLY OCCUR DURING STAGE 4 BETWEEN 7PM AND SAM. DAYTIME CONSTRUCTION HOURS: SAM M TWO-WAY TRAFFIC REQUIRED NIGHTTIME CONSTRUCTION HOURS: 7PM TO 6AM, ALTERNATING ONE-WAY TRAFFIC ALLOWED (STAGE 4ONLY) 2. PROJECT STAGING IS INTENDED TO COMPLETE HIGHWAY 1 P EMENT WIDENING AND RESURFACING, PAVED SHOULDERS AND AGGREGATE SURFACE SHOULDERS WHILE MAINTAINING T FFIC THROUGHOUTTHE PROJECT DURATION. TRAFFIC CONTROL PLAN ce-91-e8 HIGHWAY 1 AT ALL TIMES, AT LEAST ONE LANE OF TRAFFIC SHALL BE MAINTAINED IN EACH DIRECTION WITH THE EXCEPTION OF STAGE 4 CONSTRUCTION OPERATIONS. MOSS RIDGE ROAD NO TRAFFIC CONTROL PROVISIONS ARE REQUIRED ALONG MOSS RIDGE ROAD. MOSS RIDGE ROAD CONNECTION TO HIGHWAY 1 TO OCCUR DURING STAGE 2 CONSTRUCTION OPERATIONS. ROAD CLOSED SIGNS MOUNTED ON.SYPE III BARRICADES TO BE PLACED ALONG HIGHWAY 1 AT MOSS RIDGE ROAD AT COMPLETION OF STAGE 2 AND AT STA 121+50 ON MOSS RIDGE ROAD AT COMPLETION OF PHASE 2. ROAD CLOSED SIGNS AND TYPE III BARRICADES TO REAAAI ND BECOME PROPERTY OF THE CITY OF IOWA CITY UNLESS OTHERWISE DIRECTED BY THE ENGINEER. STANDARD ROAD PLANS 1054 LIMITS IS 45 MPH. EXISTING R LH SPEED ' taae n Toe tOtloslag TC sena: StaMaN ROe4 Plans apply N HE9cC®Bel waA on MIs p(a'e NUMBER DATE TIRE TG202 0Y1&13 SHOULDER CLOSURE ONE LANE TC -218 Cai6-13 LANE CLOSURE WITH PILOT CAR AND FIAGGER OPERATED SIGNAS TC@93 C4-16.13 PAVEMENT NARKING OPERATIONS TWO-LANE TC93 04-2040 CONSTRUCTION SITE ENTRANCE TC118 1b1&12 LANE CLOSURE ON UNDIVIDEDHIGHWAY 3, TRAFFIC ACNIS TO ENTAANCE DRIVES ARE TO BE MAINTAIN ED TO RMIT RESIDENT ANDIOR BUSINESS TRAFFIC ACCESS ! EXISTING REGULATORY SPEED LIMIT FOR S8 TRAVEL WITHIN PROJECT LIMITS IS 45 MPH. EXISTING R LH SPEED ' OJECT. AT ALL TIMES' THISJISPREMENT IS APPLICABLE DURING ALL STAGES\EA j END LIMIT FOR NS TRAVEL FROM STATION 83 TO STATION 90 IS 45 MPH AND 55 MPH FROM STATION 90 T ORTH END OF 4. 1MiRACTQ'�TOC UCT AND MAINTAIN TEMPORARY HMA PAVEMINIMUM DEPTH OF 6 -INCHES. REFER TO 6T(KiING NOBS AING PLANS FOR TEMPORARY PAVEMENT LOHIS REQUIREMENT IS APPLICABLE DURING PROJECT LIMITS EXISTING ADT IS 8,300. t AGES OF CO TION WHERE TEMPORARY HMA PAVEMENTED TO CARRY VEHICULAR TRAFFlC. 5. (OFFS O ABdANC�IP}J TRAFFIC GREATER THAN A NOMINAL 4INCHES ARE NOT OWED DURING NON -WORKING PHASING PLAN WQWRS. A G5ANUUVZSHeLDER FILLET SHALL BE PLACED AT A WIDTH OF SIX TIMES T THICKNESS OF THE DROP-OFF. THE PROJECT SHALL BE SPLIT INTO 2 PHASES. PHASE 1 SHZCONSISTLL WORKALONG HIGHWAY 1, MOSS RIDGE j NG SIGNAGE G% TING WITH TRAFFIC CONTROL SIGNAGE SHALL BE COVERED FO HE DURATION OF STAGE ROAD INTERSECTION AND PAVING TO STATION 1.41.+OOt. CONTAINING LONFLICT1 v1ESSAGE. PHASE 2 CONSISTS OF MOSS RIDGE ROAD WEST OF STATIOALL COMMENCE AFTER SEPTEMBER 15, 2013. O ed STAGE 1 —PHASE 1 NOTE HIGHWAY? �' 1T NORTHBOUND TRAFFIC IS SHIFTED 10 -FEET TO THE INSIDE NORTHBOUND LANE USING TC41.9 BEGINNING ATTHE NORTH RADIUS RETURN OF THE fi' 71' STAGE 1 SHALL BE COMPLETE SHLDR I SOUTH BOUND NORTH BOUND �I VARIES IN WIDTH _ HIGHWAY 11NORTHGATE DRIVE INTERSECTION. NORTHBOUND TRAFFIC IS SHIFTED AN ADDITIONAL 2 -FEET TO THE INSIDE NORTHBOUND LANE BY NOVEMBER '.5, 2013.TRAFFIC LANE TRAFFIC LANE STAGE 1 WORKAREA BETWEEN STATION 92+00 AND 93.00, THE REMOVAL OF EXISTING PCC MEDIAN (STATION 85+00 TO 89+90 AND STATION 90+30 T091+20) AND REPLACEMENT OF PCC -BASE, HMA -SURFACE CHANNELIZER PAVEMENT, AND SLOPED CURB SHALL BE CONSTRUCTED UNDER TRAFFIC AND REQUIRES CHANNELIZATION DEVICESATTHE EXISTING NB INSIDE TEMPORARY 8 C (TYP) LANE CURB LINE AND SB INSIDE LANE CURB LINE. SLOPED CURB ADJACENT TO TEMPORARY PAVEMENT FROM STATION 85+60 TO 87+20 SHALL BE DOUBLE YELLOIN I ',� SOLID LINE`_ ' CONSTRUCTED IN STAGE 3. _ �- ( THE NB LANE WIDENING, SHOULDER PAVING, AND MILL AND REPLACE WORK FROM STATION 93+40 TO 106+40 SHALL BE CONSTRUCTED UNDER TRAFFIC AND REQUIRES CHANNELIZATION DEVICES ALONG THE EAST EDGE OF THE EXISTING NORTHBOUND LANE. WHEN NOT ON SITE, THE -----------'-�--- EXISTING 2-12'10" PCC WITH 3° HMA MAXIMUM ALLOWABLE DROP-OFF BETWEEN THE HMA SHOULDER AND ROADWAY EDGE IS SURFAC -AND i� 243' HMA SHOULDERS (TYP) Q EXISTING CENTERLINE MARKINGS BETWEEN STATION 93+40 AND 106+40 SHALL BE OBLITERATED AND TEMPORARY DOUBLE YELLOW SOLID LINES TEMPORARY STRIPING SHALL PLACED 1 -FOOT WEST OF EXISTING CENTERLINE TO SEPARATE THE OPPOSING LANES TRAFFIC. AND MILL AND REPLACE HMA SURFACE COURSE E HE EXJ TWIN BE COMPLETED USING TC -233. CHANNELIZATION DEVICES SHALL BE PLACED ALONG THE EDGE OF THE EXISTING NORTHBOUND OUTSIDE LANE LINE COMPLETED TO SEPARATE THE NORTHBOUND TRAFFIC LANE FROM THE WORK ZONE LOCATED ON THE EASTERN SIDE OF NORTHBOUND TRAFFIC. HMA PAVEMEN MODIFIED SUBBAS - EXISTING PCC MEDIAN FROM STATION 85+60 TO 87+20 AND STATION 90+70 TO 91+20 SHALL BE REMOVED AND REPLACED WITH TEMPORARY HMA HMA PAVED SHOULDER -' -- PAVEMENT TO BE USED IN STAGE 2. SEE SHEET F.01 FOR DETAILS. EXISTING STORM INTAKE AT STATION 87+05 SHALL REMAIN IN PLACE FOR THE DURATION OF STAGE 1 CONSTRUCTION. CONSTRUCTION STAGING IN THIS STAGE, THE EAST SIDE PAVEMENT WIDENING IS COMPLETED, SUBDRAINS OUTLETS EXTENDED, CULVERT EXTENDED, AND SHOULDERS TYPICAL SECTION HE EXISTING RAISED PCC -MEDIANS ARE REMOVED WITH THE EXCEPTION OF THE WESTERLY CURB LINE TO BE REMOVED AS PART OF STAGE 1 STAGE 2 EDGE LINE STRIPING ALONG NORTHBOUND WIDENING FROM 93+40 TO 106+40 SHALL BE PLACED. NO MERGE SYMBOLS SHALL BE PLACED AS PART OF STAGE 1 CONSTRUCTION. NO STRIPING WITHIN THE DUAL NORTHBOUND TURN LANES SHALL BE PLACED AS PART OF STAGE 1 CONSTRUCTION. POST STAGE 1 CONSTRUCTION NORTH BOUND AND SOUTHBOUND TRAFFIC SHALL RETURN TO THEIR PRE -CONSTRUCTION EATTERNS. TEMPORARY DOUBLE YELLOW SOLID LINES PLACED 1 -FOOT WEST OF EXISTING CENTER E BETWEEN STATION 93+40 AND 106+40 SHALL BE REMOVED. CENTERLINE MARKINGS BETWEEN STATION 93+40 AND 106-47LL BE RESTORED TO THEIR ORIGINAL MARKING LOCATION. EXISTING SIGNAGE SHALL REMAIN IN PLACE FOR POST STAGE 1 COI STAGE i SHALL BE REMOVED. NO WORK SHALL OCCUR ALONG THE O JT. TRAFFIC CONTROL DEVICES USED IN THE POST STAGE 1 CONSTRUCTION LAYOUT. STAGE 5- PHASE 2 MOSS RIDGE ROAD CONSTRUCTION WEST OF STATION 141 -00t SHALL BE CONSTRUCTED IN THIS STAGE. THIS STAGE SHALL NOT COMMENCE UNTIL AFTER SEPTEMBER 15, 2013. A ROAD CLOSED SIGN AT THE INTERSECTION OF HIGHWAY 1 AND MOSS RIDGE ROAD INTERSECTION SHALL REMAIN IN PLACE FOR \ THE DURATION OF THIS STAGE. ORANGE CONSTRUCTION FENCE SHALL BE PLACED ALONG STORM SEWER INSTALLATIONS AS DESIGNATED IN THE °M" SHEETS. ` ORANGE CONSTRUCTION FENCE SHALL BE CONSIDERED INCLUDED IN THE TRAFFIC CONTROL ITEM. TRAFFIC CONTROL DEVICES SHALL BE PLACED ALONG THE NB LEFT TURN LANES AND SB RIGHTTURN LANE ALONG HIGHWAY 1 TO PROHIBIT TURN MOVEMENTS ONTO MOSS RIDGE ROAD. THESE SIGNS SHALL REMAIN AND BECOME PROPERTY OF CITY OF THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE ENGINEER- TC-273 NGINEER TC-273 SHALL REMAIN IN PLACE DURING STAGE 5. h N M N NIMBER LL __......._ '.. _ ceu BFtei . SI—II�/C—hli\\r�—CRY � R.oBa A I B"' ONY.. u, o.° Wk^ A I Btm"ne -N" NSA "anal Wna� M'aaa MS "'AWN By _ .s 13-2 ola JOHNSON COUNTY -..<x rng uar-_mc'inl. nx. �+.. WIft L,BbrnrVIm41L,CNcaMIL (9N7361S010°Faagfl798468Bt �.. CHECKED BT JOB OPTEI OE1s-2➢13 112327-1 TRAFFIC CONTROL PLAN - STAGING NOTE STAGE 2 SHALL BEGIN NO EARLIER THAN MARCH 3, 2014. HIGHWAY 1 STAGE 2 - PHASE 1 4 12' 12' 6' SOUTHBOUND TRAFFIC SHALL BE SHIFTED TO THE EASTERLY SIDE OF THE EXISTING ROADWAY CENTERLINE AT THE NORTH END OF THE PROJECT LIMITS. THE SOUTHBOUND TRAFFIC WILL USE THE INSIDE NORTHBOUND TRAVEL LANE AND THE NORTHBOUND TRAVEL WILL USE THE OUTSIDE ORKAR EA TRAFFIC LANETRAFFIC LANE SOUTHBOUND NORTHBOUND SHLDR NORTHBOUND TRAVEL LANE. RK AR,. SOUTHBOUND TRAFFIC WILL SHIFT BACK TO THE WESTERLY S1DE OF THE EXISTING ROADWAY CENTERLINE AT THE SOUTH END OF THE PROJECT LIMITS. THE EXISTING PCC MEDIAN WILL BE CROSSED USING TEMPORARY HMA PAVING PLACED AS PART OF STAGE i CONSTRUCTION. THE EXISTING CURB INTAKE ON THE WEST SIDE OF THE EXISTING PCC MEDIAN SHALL REMAIN IN PLACE AND BE DELINEATED FOR THE DURATION OF 442"CHANNETIZER STAGE 2 CONSTRUCTION. C-Cl'P.) - TEMPORARYDOUBLE YELLOW NORTHBOUND TRAFFIC IS SHIFTED 12 -FEET TO THE OUTSIDE NORTHBOUND LANE USING TC -019 BEGINNING AT THE NORTH RA N OF THE SOLID LINE HIGHWAY 1(NORTHGATE DRIVE INTERSECTION.___TEMPORARY DOUBLE YELLOW SOLID LINES WILL SEPARATE THE OPPOSING LANES OFT IC BETW TION 93+40 AND 106+40. TEMPORARY -----'—_L —J \�� STRIPING PLACED DURING STAGE 1 SHALL BE REMOVED PRIOR TO PLACEMENT OF AGRE 27 RY STRIPING. TEMPORARY STRIPING EXISTING 2-12' 10" PCC WITH 3" HMA PLACEMENT AND REMOVAL SHALL BE COMPLETED USING TC-233.SURFACE AND 2-6'3'HMA SHOULDERS iVARYING WIDTH NB HMA LANE AND 6 'F, THE WORK ZONE FOR STAGE WILL CONSIST OF ALL SOUTHBOUN t�oWORK WEST OF SAWGUT LINE ALONG THE WESTERN EDGE OF THE orr oeve6nun,r one unen eno�..r� SHOULDERS CONSTRUCTED AS PART OF STAGE 1 EXISTING SOUTHBOUND TRAVEL LANE. HMA PAVED SHOULDER, SOUINTERSECTION. PCC PAVEMENT BASE, HMA-SURFSHOULDER NORTH OF INTERSECTION CONSTRUCTION STAGING TYPICAL SECTION STAGE 2 IN THIS STAGE, THE WEST SIDE PAVEMENT WIDENING �MPLETED, SUBDRAIN OUTLETS EXTENDED, NORTH MEDIAN TRENCH DRAIN CULVERT OUTLET INSTALLED, CULVERTS EXTENDED ANDS 'OF PAVED. SANITARY SEWER, WATER MAIN, SIDEWALK, LIFT STATION ACCESS, AND TRAFFIC SIGNALIZATIONfINTERCONNECT ALO IGHWAY 1 WILL BE CONSTRUCTED. THE TRENCH DRAIN CULVERT OUTLET SHALL BE TEMPORARILY PLUGGED PRIOR TO CONNECTION TO THE NCH DRAIN IN STAGE 3. NO ADDITIONAL MEASUREMENT OR PAYMENT WILL BE MADE FOR PLUG. MOSS RIDGE ROAD INTERSECTIO�^ING TO STATION 141+00; WILL BE CONSTRUCTED TO FINISH ELEVATION DURING THIS STAGE. LANE LINE STRIPING ALON UTHBOUND WIDENING SHALL BE PLACED. NO TURN LANE SYMBOLS SHALL BE PLACED AS PART OF STAGE CONSTRUCTION, HIGHWAY 1 E 12' VARIES IN 12' 6' SOUTHBOUND WIDTHNORTHBOUND SHLDR STAGE 3 - PHASE 1 TRAFFIC LANE STAGE 3 TRAFFIC LANE WORK AREA FOLLOWING COMPLETION OF STAGE 2, SOUTHBOUND TRAFFIC WILL BE SHIFTED TO THE WESTERLY SIDE OF CENTERLINE ONTO THE STAGE 2 CONSTRUCTED IMPROVEMENTS. CHANNELIZATIONS DEVICES SHALL BE PLACED ON THE EASTERLY SIDE OF SOUTHBOUND TRAFFIC, 42" CHANNELIZER 42" CHANNELIZER 80' C -C (TYPJ 80' C -C (TYP.) NO BOUND TRAFFIC WILL BE THE SAME AS STAGE 2. NORTHBOUND TRAFFIC IS SHIFTED 12-FEETTO THE OUTSIDE NORTHBOUND LANE G TC -419 BEGINNING AT THE NORTH RADIUS RETURN OF THE HIGHWAY 1/NORTHGATE DRIVE INTERSECTION, CHANNELI IONS DEVICES SHALL BE PLACED ON THE WESTERLY SIDE OF NORTHBOUND TRAFFIC. __ -- ______ T IN THIS STAGE,T MA -SURFACE COURSE WILL BE MILLED AND REPLACED FROM STATION B9+50 TO 93+50 AND PCC MEDIAN WILL / -- J BE CONSTRUCTED O E NORTH LEG OF THE MOSS RIDGE ROAD INTERSECTION. TRENCH DRAIN IN CURB AND GUTTERTO B i INSTALLED AND CONNE TO TRENCH DRAIN CULVERT OUTLET INSTALLED IN STAGE 2. "� f \\ TEMPORARY PAVEMENT BETW STATION 85.60 AND 87+20 SHALL BE REMOVEDAND PCC CURB AND MEDIAN SHALL-QBj C__ ..c-. MILL AND REPLACE HMA -SURFACE COURSE CONSTRUCTED ALONG THESE LIMI INTAKE AT STATION 87+05 SHALL BE REMOVED AND REPLACED. :�.'-- C —i LANE STRIPING AND SYMBOLS SHALL BEP ED WITHIN THE STAGE 3 CONSTRUCTION LIMITS. {i'^{ -- r-- rn CONSTRUCTION STAGING c s, TYPICALzz SECTION STAGE 3 t..3 SHIVC—FIAiiCERY Cotler FAPM u,b City, N, CBB"o V. Md IL•Sb.Tlq yILIC ,,%L NOTE CONTRACTOR SHALL CALL IOWA DOT MAINTENANCE SUPERVISOR TRAVIS NITCHER AT 319-626-2386 48 HOURS PRIOR TO PLACING STAGE 4 TRAFFIC CONTROL DEVICES. 9Nw Hellery, 1- 29816bM9eM CrM4 bwe Cty. bwe 68216 9RAVN By cew DATE, 019) %1'��' Paz �B51-8811 CNEIXEO 9Y, .,oB DATE, JOHNSON COUNTY STAGE 4 - PHASE 1 OPERATED SIGNALS NORTHBOUND AND SOUTHBOUND TRAFFIC WILL REQUIRE A LANE CLOSURE WITH PILOT CARAN DFLAG USING A PILOT CARPER TC -218. THE FLAGGER STATION SHALL BE LIT AT NIGHT PER THE REQUIREMENTS HAPTER 6E OF THE MUTCD AND SECTION 25280F THE IOWA DOT STANDARD SPECIFICATIONS. CONSTRUCTION REQUIRING THIS RATION SHALL BE COMPLETED IN ONE WORKING DAY. CONSTRUCTION OPERATIONS EXCEEDING ONE DAY REQUIRING THE USE OF -218 SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE CITY. IN THIS STAGE, THE HMA -SURFACE COURSE WILL BE MILLED AND REPLACED FROM STATION 95+60 T099+90. MEDIAN STRIPING FROM STATION 93+50 TO 101+50, TURN LANE SYMBOLS FOR SOUTHBOUND RIGHT TURN, TURN LANE SYMBOLS FOR NORTHBOUND LEFT TURNS, AND SYMBOLS FOR NORTHBOUND MERGE SHALL BE PLACED USING TC -233. LANE STRIPING AND SYMBOLS SHALL BE PLACED WITHIN THE STAGE 4 CONSTRUCTION LIMITS. SIGNAGE SHALL BE PLACED ALONG THE HIGHWAY 1 CONSTRUCTION LIMITS. TEMPORARY STRIPING BETWEEN STATION 93+40 AND 108+40 SHALL BE REMOVED AND PERMANENT STRIPING SHALL BE RESTORED. TC -233 SHALL BE USED TO PERFORM THESE OPERATIONS. PRDJECT 1123274 1 TRAFFIC CONTROL PLAN - STAGING IN PLACE 4 -INCH DOUBLE YELLOW CENTERLINE ALONG TEMPORARY HMA PAVEMENT �j EXISTING m POST STAGE 1 CONSTRUCTION LAYOUT TO RTING LANE -REDUCTION ARROWS REMAIN PLACE E LINE AND LANE E STRIPING S N SHEETS 111 ] 5H IVCHAT [-:RY Cotler bP tld U • IPM M, IA • O mokm U I BMT fty Sn 2351 wuaN EMq Brza yy vw EY1 3 BPAVN BY. cE. DAM 06-13-2013 c.xr+cc a...rvor. pie:; MOM1M D_•Blmrt�plcp lL. CMOepgL (910)yW-yqp. yk (81�$tgp21 _... JOHNSON COUNTY TNJttBEft '... CHECKED BY, Ntl .AM %-134014 112327-1 LEGEND POST StAGE 1 CONMuC noN LAYOUT .11 TRAFFIC CONTROL DEVICES LEGEND b TRAFFIC SIGN X DRUM • 42" CHANNELIZER ® ARROW BOARD 4— DIRECTION OF TRAFFIC MOSS RIDGE ROAD ROAD KRK AHEAD AN 0�1 ROAD WORK AHEAD BE PREPARED TO STOP STAGE 3 CONSTRUCTION PLAN VIEW f NTS SHIVE—FIATTERY CMUP.,IEAA`b CftA`DSMokgA PNeMgy,M 289414 M"Drt4baCB bxn6RM6 BPAVNBY, CEM BATE, �:'n,I Ie r I - -,, sr. ea I c Mdse, IL, N0.40M ILCW m L QIN 961-8010`F (e1B)eBa•B@1 .— tldCKEO BY ID BE PREPARED -0 STOP / / LJ -i IANE %/ CLOSED AHEAD JOHNSON COUNTY xmacr MnBCR_. 71232]-1 Qp v q 1 NOTES TRUCKS NRNING AHEAD ROAD ROAD AURK AHEAD OR ADVANCED SIGNING TYPES AND L CATIONS, TAPER LENGTHS, AND CH NELIZING DEVICES AND LOCATIONS APPR CHING THE CONSTUCTION WORK ZONE, REFER OWA D.O.T. STAND ROAD PLANS. d INFORMATION OW IS SCH TIC ONLY. IN CASE OF CONFL TANrRD ROAD}PLAN REQUIREMENTSS ` VE +_ LEGEND "'¢c SOUTHBOUNq„7j'A 'L is E ..� ..f." NORTHBOUNRAVEL LANE +a WORK AREA 1 HOT TRAFFIC CONTROL PLAN - STAGE 3 JNo PROFILE GRADE LOCATION -BEGIN SB PAVING 1085+36.08, 34.00' LT CURB BREAK POINT 1086+18.19, 1.10' RT SAWCUT PC 1085+42.07, 23.00' LT 1p86+00 1086+36.20, 23.48' LT o c �Q { _—__ q1' ---------- :,. B GIN CURB TRANSITION -SAWCUT 1085+13.88,11.671 RT END CURB TRANSITION - 1085+18.83, 10.86' RT 1087+00 NB PROFILE GRADE LOCATION/SAWCUT \\1END CURB TRANSITION — — — — — - - 85+14.99, 1.09' LT BEGIN TAPER AND CURB TRANSITION — _ — — — — — 87+00 85+10.00, 0.79' LT 86+00 - - — — BEGIN-GURB JOINT 85+00 85+03.97, 0.91' LT GEOMETRIC LAYOUT: HIGHWAY 1 1087+88.96, 34.00' LT N `END TAPER 87+50.00, 24.00' LT -----------88+00 -- PAVING LIMIT N 5.23, 31.92' LT DIUS RETURN o NOTE: DIMENSIONS ARE TO FACE 1090+00 1090+ .84, 0.00'LT of 3" HMA BASE, 1 2' HMA 1 1091+00 �11�i 1 2" HMA SURFACE CgtS PAVING LIMIT -t"'""- 1090+54.97, 29.57' LT 2.0' RADIUS POINT 1 SAWCUT PTi 90+75.01, 3.00' LT PCC 1090+39.7, 4.62' RT PAVING LIMIT 90+79.34, 20,51' LT 1091+89.76, 30.00']_T / PAVTNfrL•1�t41i _ - � _-- {--- _' -__--- _ -------- 90+27.581,13.74'LT -----__-1 - PAVING LIMIT PAVING LIMIT 90+26.20, 1.96' RT 90+66.37, 1.50' RT PAVING LIM 9.00' PAVING LIMIT POE 142+28.48 MOSS RIDGE ROAD 90+78.54 .54' LT 89+87.91, 17.07' LT = POC 90+11.70 NB HIGHWAY 1 ; 90+00 !—_------------ c TAPER 6.00' LT 1088+37.51 34.00' LT RADIUS RETURN 1089+44.77, 34.00' LT 2.0' RADIUS POINT 1089+53.84, 3.00' RT 89+00 PAVING LIMIT 89+49.91. 19.94' LT o is x 10" PCC BASE, 1 2" HMA INTERMEDIATE, 121. HMA SURFACE COURSE TE 4" PCC MEDIAN BEGIN TAPE1 1092+80.00, 30.00'L 1093+00 ND TAPER 93+45:0 16.00' LT N FACE OF CURB AND BACK OF CURB TANGENT STA 90+75 01 TO 92+25 Tp R 7.0' RADIUS POINT 91+00 — — -- — — 93+44.84, 8.00' LT SB PROFILE GRADE SAVING LIMIT 8986.56, (5.00' 92+pp -- — — — NB PROFILE GRADE LOCATION — — — _ ' 93+pp --- �— 1 ----__ GEOMETRIC LAYOUT: HIGHWAY 1 - --- _ iHIVEFIA-IA-RY �P4a• awn axa Oe• Wlee a py 6 Dft Mx an ➢qTE, oy1} - ,. ,. .., w:.:.. �.:: ebwxr9loA M1, fa+•ew ti &YYH°• 90. xe92 wuaero ana Iva C9v m19 P9o�ECT nuw9En - _.. ,; N IL, 13q}3N iff10�Fex 198}8548921 CHECKED HY I- TE aaea ��HN$UN COUNTY - 1123274 GEOMETRIC OFfAIIS.Hf.HWdVt SHEET SHEE 01 D I p .LZ IN FEET 9:2 = Z, _ 1p p n r M 1.29' LT j� 93+54,12, _ 1.50' RT ON t _ r 9 e I- C, C, c C 0 15 JO 1095+00 1096+00 1097+00 1098+00 CNI b I I I L 2 110 ED 0) c; oi 1 i c) c6 � RT o -2 4� SB PROFILE GRADE LOC 10N NIB PROFILE GRADE LO _ION7 - - - - - - - - - - - - - - - - - - - - -------------- - - - - - ---- -------- - - - - - - - - - - - - - - - ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 98+00 9 0 96+00 95+00 F 10" PCC BASE, 1 "' HMA INTERMEDIATE, 2 i 2 7777�, " MA BASE, 1 "' HMA INTERMEDIATE, FULL DEPTH HMA, NO I - ----- HMA SURFACE COURSE 4" PCC MEDIAN JOINTING LAYOUT: HIGHWAY 1 21 MA JOINTING REQUIRED 9AU 1098+00 1099+00 1100+00 1101+00 1102+00 c- to SID I- c� - RT - Lt-� Ll�l i + \--SB PROFILE GRADE LOCATION ------------------------------------ - - NB PROFILE-qF�kD.E-LOCATjQN- - - - - P - - - - - - - - - - - - - - - - - - - - - - - - - - - - m 101+00 +00 100+00 99+00 98+00 JOINTING LAYOUT: HIGHWAY 1 5HIVE-:FiATTE-:FZY eft, A, O MHNW &YTHeb M 89 WMplppgpMaty. p 52A6 DRA`R BY, MM 777ATE, 777 DATE 06 M7 FioinE E.Ml. 31. 1.B JOHNSON COUNTY 112327-1 JOINTING DETAILS - HIGHWAY I ��BER L."03 N m) o 0 m NN a co cm 3 J ❑ U m 3 N m N U rn U U) a o: N E U 122+00 c ts.. ti � � c w 123+00 125+00 SCA JOINTIN 126+0p JOINTING LAYOUT: MOSS RIDGE ROAD 127+00 RIDGE ROAD PROFILE GRADE LOCATION 1. �L LONGITUDINAL JOINTS SHALL BE EITHER KT -2 OR L-2 UNLESS INDICATED OTHERWISE. 2. AL TRANSVERSE JOINTS SHALL BE CD JOINTS WITH A MAXIMUM 15' SPACING UNLESS INDICATED OTHERWISE. 3. IF A INT LENGTH IS 2', A C JOINT SHALL BE USED INSTEAD OF A CD JOINT. 4. REFER O STANDARD ROAD PLAN PV -101 FOR ADDITIONAL DETAILS. 5. JOINT Dlbl SIONS ARE TO BACK OF CURB. 129}00 L-2 SHIVC-FIAiTE:RY CetlubpW4A`mwBpryu`on on.0 Bnrommmia 2191nrcnWreoR.wlmrLlb.rowBBazB ITHECBBr, DATE, Wft IL`BlocBp IL `ClYrap4 IL (91619648➢10`Fex f91B)B64BB11 CHECKE➢en +➢e ➢ATE L-2 128+00 15' JOHNSON CDUNTY PR➢jECT NUMBER m 131JXp0 / / / / / -MOSS RIDGE ROAD PROFILE -GRADE LOCATION / / JOINTING DETAILS -MOSS RIDGE ROAD 130+00 131+ 132+00 133+00 134+00 A ,5 SCALE IN llEi MOSS RIDGE ROAD PRO GRADE LOCATION :�_ v in is i• � r, Lo ai L-2 Lo 0 o co Tn L 2 i� o iv a 20 0 is co od cIi co m ai L-2 L-2 _ L-2 11.6'co - - - ----JOMTING LAYOUT' 135+00 ROAD 9:: PCc 136+00 137+00 ~19.0 1� r— L-2 61 cclj L 2 I L -z L_2 �, , --------- -- - - - - - -- -- RIDGE ROAD PROFILE GRADE LOCATION 0 C -S Al£ I'i'cE —i f'> o� T39x pp \ Tp9\ JOINTING LAYOUT: MOSS RIDGE ROAD SH I VEhIA7 TERY LeOe, R! M6 A, lI City. BA , p MI A BprsJ Ilw Bp RIU Nor#W. q q py tl y by 542 6 ORAYN BYi CATEi �y}3013 RBJE N MBER WbIIA IL, B%Xrrka RIL, CrraBgIL f9fW B61d016, Ree pml aeMauzl --_ JOHNSON COUNTY -- ' cnccREB en .oa DATES os -,e -tom 112327-1 JOINTING DETAILS -MOSS RIDGE ROAD LOS rel 0 IS Jp S�P� 1087+00 +44.77 1089+00 690.52 689.09 688.83 1086+00 / e i o / /f * ` - - CQ C1; f � 'ar UNIFORM TRANSITION ; ; -CN C15ocvi cq 1085+00 ✓ .: ---" ' - m -- - - 688.41 688.46 --------- 688.81 688.93 - - - - - - - - - - - - - - - - 689.33 - W X 22.00' LT +36.05 688.55 - b o Q 22.50' LT 22.96' LT o d w 688.77 68 " ` 24 QO' LT - - +36.08 +36.08 689.07 N 9 m _ 24.00' LT 688.62 CONSTANT 688.78 99 689.17 'N 689.15 23.00' LT _ _ � - � ° � 17.65' LT 688.51 2% SLOPE � N UNIFORM 00 689.13 __ -- - - - I- - 12.10' LT 688.34 r TRANSITION -- 688.21 1 _ __ �- ----�` 688.14 .99 688.03 3.39' LT 688.14 7.35' LT 688.45 688.29 QNB PROFILE GRADE LOCATION -_ ------------------------------------------------------ --- UNIFORM TRANSITION TO 2% _ ________________ --- "---- - 88+00 89+00 - SB PROFILE GRADE LOCATION ---------_ 87+00 NOTES: " --------------- gg+00 1. CROSS SLO S DESIGNATE ITH ±ARE TO MATCH EXISTING CROSS SLOPE OF ABUTTING PAVEMENT. __--------"- 2. ELEVATIONS FERENC ORM GRADE ELEVATION AT FACE OF CURB. 85+00 3. STATION OFFSE A AT +00 OR +50 UNLESS DESIGNATED OTHERWISE. STAKING LAYOUT: HIGHWAY 1 4. A UNIFORM TRANS ON SHALL OCCUR BETWEEN DIFFERENTIAL CROSS SLOPES UNLESS DESIGNATED OTHERWISE. +87.91 689.31 10" PCC BASE, 1 2' HMA INTERMEDIATE, 1090+00 +92.84 1 2" HMA SURFACE COURSE 689.961091+0()�,-? -� 3" HMA B E, 1 2" HMA INTERMEDIAT 1 2" H SURFACE COURSE 4" PCC MEDIAN44 E 4-- SG.I"e IN FLET o e 109 0 _ o ++ 0 co N m c i o l 0 689.79 Q c Q ^ UNIFORM TRANSITION TO 2.0--f- C +8465 "n Aci 1093+00 STATION 1094+50 TO 109,9-bR _ '-w- - +15.85 - 689 58 2.0% ± NORTH OF 109P®@6 689.5--�,.._ � c? o� _ o 689.57689.44- - - - -` _ -H 1689.37 _ _ - ©a' 1094+ n � +27.58 to ' - - _ ; _ 689^85 - _ m 0 0�,: c R� QE _ 689.45 cv 689.40 I r N , - - - - - - -689.95CG -689.7$ _ _ _ ' "'-- 689.65 �'+�, SF rt o° +26.24 689.45 _ 689.45 o 689.14 +78.54 +86.56 689.51 689.60 689.60 Q89.55. 689.60 h°689.53. , - _ _ � ry 688.95 689.40 - - _ +75.02 689.60 - 90+00 ---------------- 689.48 689.43 - --- 6 - 09 - - J +75.02 91+pp ----- ---- --- ` ; 689.36 ----------------- SB PROFILE GRADE LOCATION - -f- -- _ 92+pp - ---___ - -- NB PROFILE GRADE LOCATION STAKING LAYOUT: HIGHWAY 1 sa+o-o---------__ '------___ - SH I VEHATTE-RY cea� owee w w»n a , u . m. nates w ar.ne�z m 2W Nv ple CT; pp �X vxy 62N5 RRMN HY CEM p TE• pE-(3-g 3 PR°£ MR®ER - - - - "`•' """Li91 naay.�� BI00RkI IL I ChIoM IL fslBla w` Fa'l�elew'eezi accxHn er•+ve HgTU 06-Ea-aoia JOHNSON COUNTY -- 112327-i STAKING DETAILS- HIGHWAY I sHocT s°�crs WE d r STORM SEWER GENERAL NOTES 1. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 2435,2503, AND 2552 OF THE IOWA DOT STANDARD SPECIFICATIONS ANDD TAILED SPECIFICATION REQUIREMENTS PREPARED FOR THIS PROJECT. 2. ALL STORM SEWERS SHALL BE CLASS III RCP UNLESS NOTED O RWISE IN THE PLANS. 3. BACKFILL WITHIN 3 FEET OF MANHOLE AND INTAKE WALLS SHALL BE MPACTED USING PNEUMATIC OR HAND TAMPERS ONLY TO ENSURE PROPER AND UNIFO COMPACTION OF BACKFILL AROUND STRUCTURE. 4. ALL STORM SEWER SHALL BE BACKFILLED WITH SUITABLE BACKFILL MATER// COMPACTED IN ACCORDANCE WITH SECTION 2552 OF THE IDOT STANDARD SPECIFICATIONS. STORM SEWERS SHADED ON THE PROFILE VIEW SHALL BE WITH EITHER OF THE FOLLOWING COMPACTED TO 95% STANDARD PROCTOR A. SUITABLE EXCAVATED MATERIAL AS DEFINED BY SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATIONS. IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN, B. CLASS I CRUSHED STONE AS SPECIFIED IN SECTION 2552.02,13.1 OF THE IOWA DOT STANDARD SPECIFICATIONS. STORM SEWERS CROSS HATCHED ON THE PROFILE VIEW SHALL BE BACKFILLED WITH CLASS I CRUSHED STONE AS SPECIFIED IN SECTION 2552.02, B.1 OF THE IOWA DOT STANDARD SPECIFICATIONS, COMPACTED TO 95% STANDARD PROCTOR DENSITY. SEE BACKFILL HATCHING LEGEND. 5. ALL STORM SEWERS SHALL BE PROVIDED WITH CLASS R-2 TRENCH BEDDING PER IOWA DOT STANDARD ROAD PLAN SW -102, UNLESS NOTED OTHERWISE. 12. FLOWABLE MORTAR BACKFILL SHALL BE USED BETWEEN ALL EXISTING OR NEW UTILITIES WHERE REQUIRED COMPACTION CANNOT BE OBTAINED. FLOWABLE MORTAR SHALL BE FORMED AND SHALL HAVE BOND BREAKERS BETWEEN MORTAR AND ALL UTILITIES AND/OR STRUCTURES. MAXIMUM COMPRESSIVE STRENGTH OF 90 PSI. BACKFILL LEGEND BACKFILL WITH FLOWABLE MORTAR AND PROVIDE BOND BREAKER AT PIPES CROSS HATCHED PROFILE (CLASS 1 CRUSHED STONE) 8. ALL STORM MANHOLES ARE 48" UNLESS DESIGNATED OTHERWISE ON THE PLANS. ALL STORM MANHOLE CASTINGS SHALL BE TYPE R-1642 PER NEENAH CONSTRUCTION STEEL POST CASTINGS WITH CITY OF IOWA CITY LOGO ON MANHOLE COVER. STORM MANHOLES ARE SW401. WOODEN 2x4 CONTINUOUS TOP AND BOTTOM RAILS 9. THE APRON SECTION, AND THE LAST 2 PIPE JOINTS BEFORE THE APRON SHALL BE TIED (RF -14, TYPE 3 CONNECTION). (SECURE FABRIC TO RAIL) PLASTIC FENCE FABRIC 10. STATION/OFFSET INFORMATION RELATED TO THE LOCATION OF THE APRON SECTIONS -- IDENTIFIES THE DOWN STREAM INVERT LOCATION OF THE APRON SECTION. (COLOR ORANGE) CD (3) TIES PER POST e 11. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR C-) -- ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY F "� o t- THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE i NCRETE BASE �rri M BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCE TO - THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERG UND 3>' FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AV ABLE SURVEYS _ -rr--T ' r AND RECORDS, AND THEREFORE THEIR LOCATIONSMUST BE CONSID ED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN T CONSTRUCTION EXISTING G E AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN O HOWN HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR ISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS RADDITIONAL ORANGE CONSTRUCTION FENCE TAIL COMPENSATION WILL BE ALLOWED TO THE CONTRACT FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. SHIVCFIA1-fC-F2Y CetlMR�dDB`ba b. `OxMYKN Abi'A IL•BbdNpldS IL�CMwpgLL OPNHeBYK� d9 NMgee "bbA M1 Rm6A26 (810)854HOIB�Fas tBW1961-0921 ffiUYNBY ATJ ➢ATE p_,}2013 JOHNSON COUNTY PROJECT NUMBER' 112327-1 STORM SEWER GENERAL NOTES SHEET NC. TUTPL /SHEETS CHECKER Hn CEN HATE 06-S-2VtH M.00 •v ➢ 13 3D _ -. senc��� \ ,t 73 \\ C) n STORM PLAN d' o I 6" SUBDRAIN INTAKE 3.2B r 3 T7 STA: 126+55.06 O OFFSET: 102.07 Z Z INTAKE 3.1 INTAKE 3.2A I I m0 WtoZ STA: 126+75.00 p WK'S CnZ TA: 126+75.05 � OFFSET: -15.50 O ET: 15.50 � m N Q pOj _ wy STORM MH #3 : N <; 0 to i n q r r ---------- STA: 126+73.02 REVETMENT (U.05) OFFSET: -47.28 m �fS U � W •Y � j1 I 732+00 I 32+25 IN) Cf) W W W � � � W W I � Imo, it Y OUTFALL3 -o Y STATION = 126+70.15 W Y m t15 Q cG r Cl) K C) OFFSET = 84.37' LT / �. _-CN I / d' O 3 T7 co O O 730+00 STORM PROFILE 731+00 732+00 732+25 v: I = lu W. I = du -- SH!YE-FIATTE-RY CNNV A`QMC%V'°GMMM;A MC 8881 NH VMRM4 WG Ck b96LA5 DNPVN ➢PLEi 06-f3-2013 9LTN ER :.,_ M ]L,Bb.* L a m!L area s6�-mai vu (IS)ss+.aaxt ----._ _ _ JOHNSON COUNTY eeEceED er ce" 112327-0 STORM SEWER PLAN AND PROFILE -MOSS RIDGE ROAD rro. TOT& M 02 O t0 Z Z I I m0 WtoZ p WK'S CnZ p m N Q pOj _ N <; 0 to i n q r r ri'J in in `S+ CA in iry Lo r m �fS U � W E"%tL _ IN) Cf) W W W � � � W W Y W O Y V W Y m t15 Q cG r Cl) K O Q IQ— - d r2 y 0rsr ¢ of rN O it Obi t00. 0 S�h:7 Z •7 f;DS cu I o 0,0 W tl m m ? O 00 OO r- I— cn W m m co v) _ U) m m 700 700 New Water 695 ___—_-- _ __,�— _ ______ - 12 DLA: 695 PROPO ED GRADE C c 690 -- - -- - - - - _ -- — - 690 A``� y 6 LF of 15" RC C'") -C _ . _ ST RM @ 1.00 a 15' F.E. _ . - IE = 674.29 t p 685 - -_ - - 685 -Cr- m per, c'a 680 - - - -- � 680 ........ New anitary.- _- 675 EXISTIN GRADE _ _ __ __ _ 4" DIA w TP3'� ---__-.w 675 31 LF of 15 RCP 8 LF of 15" LF 15" RCP 670 STORM @ .00% TORM 1. 0% STORM @ 1.00°fo In 61 00 !, . n d. N m N V Q? N N CO ml D) 670 m W m (o co OD m O m co m m ^r- 00 (oOOCfl O O co O ��OO CID CO O 730+00 STORM PROFILE 731+00 732+00 732+25 v: I = lu W. I = du -- SH!YE-FIATTE-RY CNNV A`QMC%V'°GMMM;A MC 8881 NH VMRM4 WG Ck b96LA5 DNPVN ➢PLEi 06-f3-2013 9LTN ER :.,_ M ]L,Bb.* L a m!L area s6�-mai vu (IS)ss+.aaxt ----._ _ _ JOHNSON COUNTY eeEceED er ce" 112327-0 STORM SEWER PLAN AND PROFILE -MOSS RIDGE ROAD rro. TOT& M 02 STORM PLAN NOTE 3 PROTECT EXISTING HIGH PRIORITY FIBER OPTIC LINE 750+00 NOTE 1 NOTE 2 STA: 129+20.08 EXISTING DRIVE TO REMAIN OPEN AT ALL TIMES 695 690 685 680 675 CONTRACTOR TO LOCATE FIBER OPTIC 670 LINE BY HAND EXCAVATION AND PROTECT AT ALL TIMES. X x yx OUTFALL 5 4 STATION = 129+73.58 OFFSET = 83.47' LT --------------- Dx- ILI REVETMENT (U.05) r / OUTFALL 4 STATIO X2)+84.54 OF = 79.62' LT 695 690 685 680 675 670 ------ _._.._ _ _-. _.48"F.E.S. TE=670.63 65 NOTES: 1. NO UNATTENDED OPEN EXCAVATIONS ALLOWED FOR STORM MANHOLE WORK ADJACENT TO EXISTING DRIVE. FENCE SHALL BE CONSTRUCTED BETWEEN THE DRIVEAND T E EXCAVATION (DETAIL 1, S ET M.00) AND MAINTAINE,4XAN UPRIGHT POSITIO ALL TIMES. 2.CONTRALTO PROTEC EXISTING IS OR VE AND REINS L. (IN NTAL TO ST S WORK. 3. RY CONSTRUCTION oEMENT - NO DISTURBANCE OR CONSTRUCTION STAGING ALLOWED OUTSIDE THIS EASEMENT CAUTION: SOUTH SLOPE REPRESENTATIVE MUST BE ON SITE PRIOR TO/DURING ANY EXCAVATION ACTIVITIES CROSSING HIGH PRIORITY FIBER OPTIC LINE. FIBER OPTIC LINE MUST NOT BE DISTURBED. c? c.,, M N N r Lo coCD co lz \ -- r O) M N N r Lo coCD co rte.. O) V �' co CD `— co C6 mN tio � to (`N') o � �co ^P ED I`. � � � � ti � c c:)r9 C (D co (D '0 (o (o co w W co STORM PROFILE 750+00 751+00 752+00 752+50 V: 1"=10' H: i"=30' SHIVEHATt"ERY Gl4Gt R13fR A`kn `CY1AMVq 4 Rp[ M1M.W $91 NutlGGI!UAWtlCd. M 64&S RAWN HYi ATJ ➢qTE Wy3-2N3 PROJECT NUMBER SHEET TWAL ' "'""611"1I M.1WA IL, BbwTiamnL�dimWh "B�'F"` JOHNSON COUNTY 112327-1 STORM SEWER PLAN AND PROFILE -MOSS RIDGE ROAD Hu, SHEETS cnecrcEn en �u ngrE➢6-13-2013 M.04 OPEN - r OPEN AT ALL TIMESI Trp I � NOTE NOTE 2 HC.4E I" ��. r � OTECT EXISTING HIGH C.j PRI ITY FIBER OPTIC LINE x� INTAKE 2.4 EX j 720+00 I AKE 2.3 s a STA: 13 .18 r OFFSET:4 0 r INTAKE 2.2 r STA: 131+54.00 OFFSET: 15.50 f I T � STORM PLAN u� v 690 685 680 675 CAUTION: SOUTH SLOPE FI 670 OPTIC LINE WITHIN EXCAVATION LIMI CONTRACT O FIELD 665 VERIFY L EXISTING UTILITIES AND PROTECT AT ALL TIMES. ..1 +00 r� oI wl N 6" SUBDRAIN; w ( REVETMENT (U.05) STA: 131+54.00 INTAKE 2.2A STA: 131+70.00 OFFSET: -15.50 -/jOUTFALL 2 STATION = 131+73.85 OFFSET = 69.34' LT LO LO L6 c w --------- v c0 m Y Q 3 Z w I U) N 0) II W3: o W U) z O II Z I- P In In - - ❑ _ O " co m ( 14w W cV(n 81'W WN (n W N CO Lw_W_ Z_ (0 !!1 W YQ (n c0 CO 7 M W U) W Q Y (n LOU) QSc O�C0 I- In II Do II coNvY Q v� Q 0 d X X21 �cs r�m Z o r- Ocor�- nOn� W co of t0 c0 (0 U) 0' Lu c0 t0 — to LL co c0 Cn LL Co c0 - - ---PROPOS D -GRADE__ -- - -- - — - - - Wafe New -- -- 12" _DIA + . _. - F -off 24' - - -- - STORM USE SHORING -TO. _-_--- -- --- PRO ECT FIBER LNe Sanitary- -` --------- _ - -OPTIC ` - OPTICLINE36" 24 IA F S IE-= 67 .51 _ 26 LE_ T34" x 26 ° BCP -ARC _ -_. _T _ - — - --- _ . . -- -ST RM @-0174°J° - -31 LF of 36" RGP ..TRENCH ACKFILLTO EXIST NNG-GRADE -- -STO 40.61% FOLLO CLASS R-5 10 co TO cl? com CID I m o m w °D co w w CIO co ~ w 0 720+00 tzi+uu STORM PROFILE V: 1"= 10' R: 1"=30' SHIVC-FSAT7'CRY camacw.w.oncaxw °«bo au 1 8M9YMry.IM 2B81NpgAbCMgbNd. xn641A5 ➢FAWNHY, Ai: ➢ATE 0613-2013 a.4cn.iitre,c.:n:; aN;z',"ry WIlmL`B L,CFJC ML p1N 951=90/O FAIL 101%961-0821 LHE[NE➢HY, CEM DATE' W-13-2013 JGNNS[IN CFUNTY 690 685 680 675 670 65 660 722+00 NOTES: 1. NO UNATTENDED OPEN EXCAVATIONS ALLOWED FOR STORM MANHOLE WORK ADJACENT TO EXISTING DRIVE. FENCE SHALL BE CONSTRUCTED BETWEEN THE DRIVE AND THE EXCAVATION (DETAIL 1, SHEET M.00) AND MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES. 2. TEMPORARY CONSTRUCTION EASEMENT - NO DISTURBANCE OR CONSTRUCTION,STAGING ALLOWED SIDE THIS CAUT10 . SOUTH SLOPE REPRESENTATIVE MUST BE ON SITE PRIOR TO/DURING ANY EXCAVATION ACTIVITIES CROSSING HIGH PRIORITY FIBER OPTIC LINE. FIBER OPTIC LINE MUST NOT BE DISTURBED. v, ui 00 o o Lu M M U) Q N U)W W W Q O 5 LO 'i W m Z �Or-n d Z (n LL c0 m to 700 i co 700 C> u UJ cn . 695 '--- 695 U) t7 - Q�a 690 — 1� - 690 685TILF --------- 685 680 - - -- 680 675 -- — 675 15 R P TORM @ 0. % 670 670 C9 o 0 0 rn rn 0 co 0 L6 v 0 (0 m , 10 '723+00 723+50 PR°IECT� 112327-1 STORM SEWER PLAN AND PROFILE - MOSS RIDGE ROAD IMI— C 30 MENIn x STORM PLAN / INTAKE 1.2 STA: 137+90.00 OFFS :15.5 0 675, 0 675 0 ��r Ne Storm UUc�i� Y 4irn o1w wZ x 5' BOX CULVERT (SEE V -SHEETS) 67 of ti PROPOS GRADE - r U�w 690 5 LF of 15" RCP 665 w 1I LO @ 6.42% 665 o � r - -- - z_ U) o 660 690 �60 690 68-- v 685 680 F-1 $PJ 675, - 675 � ��r Ne Storm UUc�i� Y 4irn 10' x 5' BOX CULVERT (SEE V -SHEETS) 67 of ti PROPOS GRADE - - 670 690 690 5 LF of 15" RCP 665 STORM @ 6.42% 665 - - .................. -- - 665 660 660 �60 m tC) v N IZ W W DO 03 D to 710+00 710+25 STORM PROFILE V: 1"-10' H: 1"=30' SHIVE-FIA-ITIERY c u, W.n M, u,o to A art.Hemr.w arw wuoel"a*A lwn cay,bW, szaw nanvn en AT, M��_�3 e h, JI IL, 3b..I L, Clim L f31� 961 H010 , Fm[ HH9d@I CIECIQH HYD c, OATEN -13-2013 JOHNSON COUNTY 685 ------ 685 680 IE 67' REVETMENT (U.05) 675 - OW � ��r O w UUc�i� Y 4irn o= F of ti PROPOS GRADE z CO w co 690 690 685 ------ 685 680 IE 67' REVETMENT (U.05) 675 - 675 � 670 670 ew Storm 10'x 5' BOX CULVERT (SEE V -SHEETS) 665 -- -- 665 5LFof15"RCP STO RIM @ 11.48% 660 660 tC) 0,� N DO co DO D U1 700+00 700+25 cJ c. s' 3I� ,y � 112327-1 1 STORM SEWER PLAN AND -PROFILE -MOSS RIDGE ROAD 'K\ I PROTECT EXISTING HIGH PRIORITY FIBER OPTIC LINE xa E IN FEE: REVETMENT (U.051 _ -I - I e- 7) 1 N - T.C.E.- CAUTION: SOUTH SLOPE n 3 in REPRESENTATIVE MUST BE ON SITE PRIOR TO/DURING N = STATION 0 9 0 p ANY EXCAVATION ACTIVITIES -r Cs 790+0t )FFSET - CROSSING HIGH PRIORITY IL%J FIBER OPTIC LINE. FIBER a R I I I ��� OPTIC LINE MUST NOT BE uj G^ yr _ \ DISTURBED. HWY 1 N. 36" F. .3.) 1 STA: 1099+14.99 � a OFFSET: 57.43'R 1 1 � i I HWY 1 N. 36" OUTFALL STATION = 1099+17.14 T iE(TY E PC- 2� SW-211) AT CONNECTION STORM PLAN 695 695 690 _.__ .-- - - ----__ ..__.__ _ 690 . ..CONT CTOR SHAL CLEAN OU PIPE- PRIG 685 _ _ _._ _ _.... _ -:. __-------TO EX TNG CUL . (16fCTD ERTTAL TO 3 ' 685 9 LF of 3 \ RCP BID ITEM) -- 680 TOR - 5°10-- _ -._. _ _ _ 2 ofi36" RCP - 680- ST - ----- - -- I� TRM 93% _ - - �- --- - - -- 675 � - --a --_ _ -- i - 675 IE 676.18 _ is - L36_ F.E S IE = 676.69 -: - 670 - - - ._. - 673.6 670 SOOT i SLOPE FIBER OPTIC LINE 656+ CONT CTOR TO FIELD VERT Y ALL EXIS NG- - - 5 j L36" F E S IE = 613.06 665 _ ,--PROTECTlES_AND PR :TECLAL9' MES.- __ -- I,--- - --- -- - ----- 665 - - - -- - -- -- - — - - - . -. - 660 660 655 655 (h N d' � V M N Lo CV ED� t� CM® r� N O �. �• !r 10 ^ [fl r 7C4��tot_ ('0 �, r 00 So CC) CID So oo to 790+00 791+00 79 792+33 STORM PROFILE __. VI 1" _ 10' IT: = 30' 1 SHEET T°THL SHIVC�"IJ�T�-CRY ➢xnvw ar, .•T+ ➢nrees-lazma w°�ECT NLJQEz STORM SEWER PIAN AN�PROFILE -N. 36"HWVI CROSSING . SHEETS cease "eNaa w. lme clry, w •use Nates w 4 ernsHNlaey, to �3! NaMQpls °ma lwa cIM. N.,a mP JNHNSCN COUNTY - .12327-7 � : n . 2 i'. 11 .11 .0' a e'� l e MOVq IL • BbwNrytM k. Chkxpl lL pD) 95130.10 1 Fex MW 361.9"81 '.. [HECKE➢ HP CE`n ➢PTEA 06--:]-2013 M.07 x II �i +I it STORM PLAN I ,• PROTECT EXISTING HIGH PRIORITY FIBER OPTIC LINE I /r• CAUTION: SOUTH SLOPE REPRESENTATIVE MUST BE ON SITE PRIOR TO/DURING 0 ANY EXCAVATION ACTIVITIES o CROSSING HIGH PRIORITY FIBER OPTIC LINE. FIBER OPTIC LINE MUST NOT BE DISTURBED. REVETMENT (U.05) t HWY 1 36" S. OUTFALL STATION = 1094+08.10 CIPFCGT = dR FR' 1 T x„ SCALE IN FEET 795+ d �I I x II �i +I it STORM PLAN I ,• PROTECT EXISTING HIGH PRIORITY FIBER OPTIC LINE I /r• CAUTION: SOUTH SLOPE REPRESENTATIVE MUST BE ON SITE PRIOR TO/DURING 0 ANY EXCAVATION ACTIVITIES o CROSSING HIGH PRIORITY FIBER OPTIC LINE. FIBER OPTIC LINE MUST NOT BE DISTURBED. REVETMENT (U.05) t HWY 1 36" S. OUTFALL STATION = 1094+08.10 CIPFCGT = dR FR' 1 T r.} 700 700 _ cn ro - - 695 ---- ---- __ — - - -- - _ —� ----- - --- ------- r 695 690 ------- 690 -EX f 36" RC ST `- RM 41° 685 @ M.4 685 ------ E 682 85- ___ -- - — 680 ---- 4 36 F. .S. -1E = 68146 675 --+ -- ----_ - - �. 675 670 670 0 OT In 61 CR p 0 O) 0 C. V � cl) O N h co N p 0 d. 0 0 SID ED mcli 00 d(o ; N c'j O 04 Ci O ci (v O O 00 ED ED ED SID ED ED co ED 00 co So ED SO ED 796+00 797+00 797+38 795+00 STORM PROFILE V: I" = 10' H! i" = 30' 5HIVC-1`IATfCRY ° FkpklkA,b °Ib,lA•°slh e A MR IL I emaNpnn L • Chl a B. SHSHMeyM NMNVRWIRDI4xBQptImaW2W HRAVNBY nil nAE061}43 PROJECTNTHER IBroI sz/sow ` Fu L6rs7 s6i-0B21 wECHEn nr rFu DATE M -13 -SM JOHNSON COUNTY -- 112327-1 STORM SEWER PIAN AND PROFILE -S.36" HWY 7 CROSSING r¢ OTAL xxEEra WEB CONNECT TO EXIG 18" HUPC STAT( 795+85.84 n (ZGT = In no, C �t ::r t Q r1 1083+00 STORM PLAN USE 13' SECTIONS TO ACHIEVE 570' RADIUS BEND 18" RF -5 STATION = 1085+36.24 nFFRFT = 64 39' LT J ►1W.t,tets „ �..:. --E- 12" RF -5 j STATION = 1085+72.58 � f T OFFSET = 64.35' LT — - 18" SW-512asp � i�i,.i�7 WISTATI• 1085+65 �'A!, 4♦ �' OFFSET 44.60'LT RM, ��` B —T PIPE, ONLYEND SECTION I TO BE EXPOSED. g — -—------------------� — —� -- y -- — — —— 1084+00 1085+00 1086+00 `--� ���_� 107+00 NOTES: 1) HDPE STORM SEWER SHALL BE CORRUGATED EXTERIOR AND SMOOTH INTERIOR CONFORMING TO THE REQUIREMENTS OF SECTION 4149.03D OF THE IOWA DOT STANDARD SPECIFIC 2) HDPE STORM SEWER SHALL BE PROVIDED WITH CLASS F-2 TRENCH BEDDING PER IOWA DOT STANDARD ROAD PLAN SW -103. 0 BER TO BE FORMED TO MEET c� z z DING REQUIREMENT co¢�� 695 695 `too 185 LF F 18" HDPE A NO PIPE- ECTION-. 'S a g eco U) (D 700 UIS a = 687.62 -12" H PEO @ 0. 5% 6956 0 695 — IF 684: 690 690 - — - — - - - -- -- 690 —_ - ..--------.-.. ... -_ 680 ... — - -- 680 12" F.E. IE -- 4 O -- — 675 670 ------------ � gj 00 U6 coco (oO 799+00 799+45 685 � 685 680 — O NECTTO-E — — — (STING— -- __ _ __ _ w_ -- 18rFE.S.`-. X84:79 - _ 680 18' DPE PIPE ITH ADS _ .. - PAR #1 81,5AA _ R _ OVE 1�E L;. __ -_ _.__ r— 675 0 675 6 670 O N W to CO CO O O r M M N d' M ch M O) O V N % 00 co 0) CC)00 DOO calm co 00 —co co 010 co co c O co 00 r9 OD to O co 00 CD ito to O f0 co to O c0 w 795+00 796+00 797+00 797+98 STORM PROFILE SHIVC-i iATI CRY ➢RAYN HY niv ➢ATE PP ➢[CT N nB R j aam rapes, u. lw.a ay, u • or Mdms u aM++1tt•r. to eHHt Natlgero �1x, w.s cel, lvx. tme � az-�-Eoia JOHNSON COUNTY -- 112327-1 — daa, a aoaNn�m a cRmaa t- 01ro Hsreao , Ru p� at+aHHl � er 7 � STORM SEWER EXTENSION UNDER SIDEWALK 0 to c� z z Z co¢�� LLI U to `too Q nw 11 'S a g eco U) (D 700 -12" H PEO @ 0. 5% 6956 0 695 IF 684: 5 690 690 685 685 680 — - -- 680 12" F.E. IE = 684. 4 675 -- — 675 670 670 � gj 00 U6 coco (oO 799+00 799+45 STORM SEWER EXTENSION UNDER SIDEWALK 1. SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 2435, 2504, AND 2552 OF THE IOWA DOT STANDARD SPECIFICATIONS (SERIES 2012) AND DETAILED SPECIFICATION REQUIREMENTS PREPARED FOR THIS PROJECT. 2. SANITARY SEWERS SHALL BE A-2000 PVC PIPE (OR DESIGNATED ON THE PLANS AND SPECIFIED IN SE( EQUAL) OR POLYVINYL CHLORIDE TRUSS PIPE AS IF THE IOWA DOT STANDARD SPECIFICATIONS. PNEUMATIC OR HAND TAMPERS ONLY TO ENSURE PROPER AND UNIFORM COMPACTION OF BACKFILL 4. ALL SANITARY SEWER SHALL BE BACKFILLED WITH MATERIAL COMPACTED IN ACCOR CE WITH SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATION. SANITARY SEWERS SHADED ON THE PROF VIEW SHALL BE BACKFILLED WITH EITHER OF THE FOLLOWING COMPACTED TO 95% STANDARD PROCTOR DE BACKFILL LEGEND • CROSS HATCHED PROFILE (CLASS 1 CRUSHED STONE) A. SUITABLE EXCAVATED MATERIAL AS DEFINED BY SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATION. IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN, B. CLASS I CRUSHED STONE AS SPECIFIED IN SECTION 2552.02, B.1 OF THE IOWA DOT STANDARD ' SPECIFICATIONS. SANITARY SEWER CROSS HATCHED ON THE PROFILE SHALL BE BACKFILLED WITH CLASS 1 CRUSHED STONE AS SPECIFIED IN SECTION 2552.02, B.1 OF THE IOWA DOT STANDARD SPECIFICATIONS,COMPACTED TO 95% STANDARD PROCTOR DENSITY. SEE BACKFILL LEGEND. 5. ALL SANITARY SEWER SHALL BE PROVIDED WITH CLASS F-3 TRENCH BEDDING PER IOWA DOT STANDARD ROAD PLAN SW -103 UNLESS NOTED OTHERWISE. 6. THE END OF ALL SANITARY SEWER SERVICES MUST BE MARKED WITH A WOOD 2 X 4 LOCATION POST PAINTED GREEN. 7. SANITARY SEWER CLEANING, INSPECTION, AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH 2504.03,L OF THE IOWA DOT STANDARD SPECIFICATIONS. 8. ALL SANITARY MANHOLES ARE 48" DIAMETER UNLESS DESIGNATED OTHERWISE ON THE PLANS. NITARY MANHOLE CASTINGS SHALL BE NEENAH R-1642 WITH CITY OF IOWA CITY LOGO ON MANHOLE VER. SANITARY MANHOLES ARE SW -301 MODIFIED AS SHOWN ON SHEET U.01. 9. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, ORE UNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRALTO O NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE TRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERV ES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. I POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF ICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DE RMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADD ONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY SED BY SUCH WORK. 10. FLOWABLE MORTAR BACKFILL SHALL BE USE"ETWEEN ALL EXISTING OR NEW UTILITIES WHERE REQUIRED COMPACTION CANNOT BE OBTAINED. FL9.WABLE MORTAR SHALL BE FORMED AND SHALL HAVE BOND BREAKERS BETWEEN MORTAR AND ALL 'UTILITIES AND/OR STRUCTURES. MAXIMUM COMPRESSIVE STRENGTH OF 90 PSI. C3 nc- r - --I C13 -}Ca o syr— SF'i NLi—IA'�1-CR f CB1fl Wft K' pAg Ct(, AN py MOM. K BMS ff,, pA, BB51 N.",KW LMe, µalp CJy. Mn 5?Ng DRAWN BY- ATJ DATE OE -(3.2013 PROJECT NUMBER I SHEET TOTAL MOM R I BOW*gti a. ChIBIBi R pIP7a51-aBIB�Fex pIB1364pB0 cx2cREn BY, cEx mTDoBIa-xala JOHNSON COUNTY 112327-1 SANITARY SEWER GENERAL N01 ES NO SHEETS 04 C; A� q 97, /b Wp SCALE IN FT'T ... . ... f� 12 2 R.O.W. 4- "v 91 121+00 122+00 123+00 124+00 \1 125+00 600+4 601+ UO3+00 SIDEWALK tzf-T�_21\07_.Cfl ��F04g= –69;� 696 —695-- 694 R.O.W. 93 – SMH #1 STA: 124+75.00 I m C:, 22.50'R 699 69a — OFFSET: 22.50 - `'SANITARY PLAN_ W 04 M: C) Z? 01) W W U) W Z - �; CD EO =C) 00 CO T 6- (0 (0 705 705 700------- . .......... . - . - - 700 ---- --- New or rn -- -- -------- ---- -- F42-' DIX 6 95 695 --- --- ---- 690 -- ---- --- -- - ------- - XISTING GF. m.i�-, Pk )P E D -GRADE --- ------- ---- 690 ---- - -. ------- ------ 685 685 ------ -------- _T69 -0-0i z4v --- ---- --- 680 680 - - - - ------ PLUG ENE ------- - -WATE HT CAF. 675 675 f.6 - — - ------ — — - ---------- ........... 670 670 Cl) 00 Lo Ci CN '0 . CC) cq cq (0 1, r"! C4 C� OF) Lf) Lr) It 06 "t cao, 00 00 (3) 01 0) 03 0) C6 0) cc 1 I-- 0) r- 01 co 0) al 0) 0) 0) 0) 0) 00 a) DO 0) 00 CD CID 01 (0 a) (0 ID (D 0) rD CD J a) co m (0 (0 10 (o W to to �0 CID co 10 �0 to (0 I co 600+00 601+00 602+00 603+00 604+00 604+25 SANITARY PROFILE V, 1` = 10' H: I"= 30' SHIVr_-FIATT1-:RY �tft� ��DdMI.Cft�� M -13-201a JOHNSON COUNTY ROJECT NUMBER 112327.1 SAN,TARY SEWER PLAN AND PROFILE VE671 TOT& 0 SHEVS STA:6M+00-604-25 MS Moly IL, BW.VOM IL L CECKEI) Byi C- WTz 0�3-2013 ■ PN , Q O — T 1 Fa 7..A�-.A��TTiC 2 10 ��-'_ (i f k(]� \ /r/�- -. •''J% / G. f \ 'r 927+00 Nl 5+00 126+00 T SMH#4 STA: 128+50.00 + /" 0FFSET:22.50 -_� SMH # SMH #3 j� STA: 126+5. 0 STA: 127+17.71 i _ _ } OFFSET: 22.50 OFFSET: 22.50 SANITARY PLAN 3:w �z 4t N V Vk N N - TY r d' tl- rn 0 r MOW_w_ W-- — `5 = m OOj W__ N N McoW W y� 11 m N 0) ((} it o� W � II m N 705- w Z ap �r-t- d- O' to to - w Z 00 `a0 N 7 Of to (o W Z co ��h�- d- X to co - ------ - 705 EXISTING GRADE _ _.. PROPOSE DE - 700 - --..----- _ -- ._ --.--- ------------ ._ __ - _-- -- -_- ---- __, , __p.,_.___ _ ___ ____- - __-- . __..-- ----- _----------- ___-_... - 700 695 - - - - - --- - --- - - --- - : -------- -------------- , . - -- - -- --- - - - -- - -- 695 .--- 690- ______ - --- ---- - 690 _ New Sto m F15" DIA _.. 685 -- -- - - --------------- - - -- --- - - ---s `--_ ,_ - _-__ -�_ _.-=---- - ------- --- -- - --- --- - �------ ---- -- ---- 685 175 LF OF 4" A-2000 SAN @ 0.40% _ 138 LF OF 24" A-2000 AN @ 0.40% _ -- - -- - - - �_ __ww - -- -- 680 --- -- --- - - �. - 680 _....�_�..._ - __. .._ 675 - — - - --�_..�e� _, . — -- - - - - -- - - 675 670 , r_N O7 c0 d.co N N N co L V^ m N O O N O O 1` to CO V V r 0) O O m F, t` d Lo co m m O) co N 0) V m (V oD W (y V' 0) N N 0) m W W (o co m p t` ti co W O) m OT O 0j O D> m 0i co W CO t0 m O O (fl (0 co 0) O (D O) co m oo KD co 0) O� CO 0) m(o 00 W (D co of co W co co 00 r', f� �1 O 604+00 (o O O 605+00 O �o 606+00 O O 607+00 W co O f „y 60@+ SANITARY PROFILE =t10' H: 1" = 30' -'_ 11, TV:11" SHIYCIIQI1EF4Y _ CObIflGgEM1p•bhLCgA.MMOFNgM N"ayi•am"egm"n.•a2mwK $M!&XgM 289{Nwlg phgb GAyWL62216 p10)86+mD r-."dre)s6(-elm DRPWNBY RfJ NT p6-12013 PROJECT JOHNSON COUNTY 1{2327-i SANITARY SEWER PLAN AND PROFILE STA:604*00-608*23 ET SEE No sHEETs M5 02 GiCKE➢ HT- ce MITEP 06-1320{9 'fir 12 +00 130+00 131+00 132+00 133+00 (SMH 05 ---- --- --- 8+00 STA: 131+00.00 .mwa-mon— 609+00 OFFSET: 22.50 6 1 Z+UU I 61UTUU—F b3,3.+uu w-- D4 137+00 4h 1:2 R�.. it 1 136+00 ,f 133+00 134+00 ' 135+00 l �! ,-- SMH #6 STA: 135+00.00 STA: 136+60.77 SMH #7 - OFFSET: 20.50 � OFFSET' 6 oboes 1 _ G — —E J� SANITARY PLAN ' — E— — — —� �, 'iA 1 SCAIE IN 1 ---._._-- Fo E— — � l t�ui Z U) W N N N N my W W W 00 W W U) y 7 c�9 � U) � � m CY) 3:Lf) V 695 LU Z vCi CD � cp Lli Z CN C-4 �Ixcom - - 695 690 ---PRO OSEDGRA E EXI TINGGRAD --- 690 685 -----------------_.._. -- - - - - ------- -- - ---------, - - -- -- — - -- -- ------ ---- --- -- 685 -- - ---- 4 'f LpOF 24" A-- -2--0--0--0 SAN ----0.40113 - -- - - - - -_ - --- -- - - 680 165 LF OF24"A20.0SAN@1.6 %,:. -- .-_ ---- --- - -- — -- - - - ---------- - - 675 -------- ------ - -- --�- _ - - - - 675 670 - --- -- -------- ------- ---- -- ----- - --- - --------- - - - - ---- � - 670 ------ ------ ------- - - 665 __.._ --------------------- ----- --- -- ------ ______--__ _ ---- -------- _ - ------- - ------ --__�: ______-- �- -- -- --- ---- --\5-5 _.�. 665 660 N O O u] co N N f� O N O coLC) H. (") to c0 coO M M W V V N c0 �1' coCD Lo COO V d N N N 1 •- ch O P- co 1" r- r` rl' " t` ~ ti 00 N 0 N O W N 00 CO It W V O M COW N W0 O n . IIII I+. C4 Y.- 2 (b f". � O� f� O !� O 1� O c0 O� W (0 � CO W cp W O CO O co W O co coO O OJ c CCID crD O c O� O 612+00 613+00 614+00 615+00 61 19,0 II 1 SANITARY PROFILE a V. 1" = 10' H: 1" = 30' - - - SHI}(CpIA7TCRY--wI%A,—,x,..w`o. Be NqW - - �r e r a �. o B aw a ` ehN+Man IL `ChbW IL BMOAMXMy. be 2&9lNWpeb PA4 kmOC QG2US 00) 8548WU •rax (801881-Wti WAVN BY RTJ GATE �_I}2013 [.ECHE. Hn cEN HATD M U-21313 DN$NN CUUNTY PR"JECTNNHER 112327-1 SANITARY SEWER PLAN AND PROFILE STA:612+00 - 61+25 SH IRS 04 OT i3 1,618+00 SMH #8 �I STA: 140+96.02 M OFFSET: 95.66 i i l 11 \ i \ 619+00 SMH #9 - - �.- STA: 1+34.30 cC=-.+ `•. TONI+E--DAi OFFSET:108.05 1 O O c SANITARY PLAN s ELI 0 z U)i Z= 6N .ON ANN p �coW W W �' ch�W W ( w CD ((O W ' El) z co0 CD d' (occo Z V C' (DD co 695 695 690 - - - - - - ---- __._ - --- - - _� __.---- -' 690 I ING G DE _... 685 - - -- --- - - T 685 - - -- - - - 680 - - -- - _ - - 680 1 LF OF. _ - 4' A 2000 SA - -- - 675 - - -- — - 33� 24 A-20 0 SAN fl°� -. - - -____ -_ _-- __ - 0.42% 675 o n _ _ - ---._w -- - ------ - -- --- -- - --- - - ---- 670 - - - 670 10' x 6' x TR NCH-WIDT PR POSED G DE _ BENTONITE DAM _ - - -- _- ----- _ -- _ _- ----- --- - --_ - _--- ----- - __...,-- _-- 665 660 ----- 660O Ll) N N co M Cl) co c0 Oj O O O p5 00 c0 cp cl; m N O Lc] _ ` N N N C7 O.j c1' '4 LO L6 (O co CO N 00 c0 co W co W (� O N 00 CC) Ep c0 °0 00 '0 00 00 co 00 EO o0 c0 (O CO O co O co co co O O O cD O O O O (O O CO O O O O O co (D 616+25 617+00 618+00 64+00 619+75 SANITARY PROFILE V: 1" = 10' H: 1" = 30' SHIVGhIl�iICFY CmvReptl A`IwaGM,U•°wMaYWu BnneNe"(y �91NaMWa°M1wbxeCb,bee512ib 'vrs— ' - onr:ca_la_2013 PaocEcrnunaEnl SANITARYSEWER?LAN AND PROFILE 5TA:616+25-619+]5 '- Malft IL Bbprtgl[ry R•GNt9'4 1995/5010 FB5 p10)B61'BaTI CNECNED BY, sv DAM cs-O-W3 JDHNSGN C�'�UNTY i 112927-i N- r 630+00 RJ SMH #9 STA: 141+34.30 OFFSET: 108.05 6$6 EXISTING SMH 1 ADJUST, SEE A.09 � liFFSm- SCALE A: 1oo IN FEET SANITARY PLAN i D SANITARY PROFILE V: i" = 10' H: 1" = 30' SHIVC-HA-rTC-RYCeW68gaEU bweGµU OeeMtNtU BNwH01W.Ya 2BH�MtlgeMRAbaCB oxafi221B HRNVNBY. ATI DATE. M-13-2013 _ WIND, IL, IL, Bb.*VW L • CWae L (8YB) B64H010 Faz 01B18M-8821 CHECKED BY, CEN HATE, DGi3-2m3 JOHNSON COUNTY PRHJECT NOMHER 112327-1 f SANITARY SEWER PLAN AND PROFILE STA:630+00.633+75 CONNECT TO EXISTING MANHOLE w 3: W3: rq z Cn (SAWCUT OPENING) WITH SW -211 = z w W z o v z a 4CA v CONCRETE COLLAR. MODIFY/ADD o `v iv c o 00 clit c�1 c6 w w w= � M w INTERIOR GROUT TO PROVIDE 0 m 'e w w w w ' DO u) Do _ _ _ y n n n U) - FLOWLINE. z 9 - - - - N m Dm U) 11 F,Co U) U) �� CD to w PROPO D GRADE z So��n`r- w er CD Co m z Do�onon X It re Co Co XISTING GRADE w -- - ���n ?w �r X Co CD C0 Co - -- 695 695 -- 690 New Water -- .� - -- - -- --- - - - - : a _ — 690 _ 12" DIA - _ _ 685 --- - . _.�._ ____ - -- -- - ---------- - _ _.�_,_�_� _ 685 6 7.00+ - 680 -- - 55tf - - - 685.00± - 680 VC TRUSS --- AN @ 5 00 1 LF OF 675 - _- - ---- ------.- __. __. _______ ._ _ _ __ 4" A-2000 SA -- �-_ _ � , 675 `- 0-.42°l0 AP D WITH _ o 670 W R TIGHT CA 670 =1E8"PVC _- . � wl ._ ---_0:4 wl 665DD O '- Co O Co m N CD O m O m v n pp C� y cD co 0 o n DID O n m 00 N r ti DO N co W CID r Co m 00 r o Co DID c7 N n Co W O Lo 00 V' v CO `T' 1 DO n vCID O v O) v Do V ri ®v "' —OO Lr-.., Qf co 10to m 'D<0 O coto Q) W m co 00 m e0 co O 00 w G7 ° ap 630+00 631+00 632+00 633+0033+may SANITARY PROFILE V: i" = 10' H: 1" = 30' SHIVC-HA-rTC-RYCeW68gaEU bweGµU OeeMtNtU BNwH01W.Ya 2BH�MtlgeMRAbaCB oxafi221B HRNVNBY. ATI DATE. M-13-2013 _ WIND, IL, IL, Bb.*VW L • CWae L (8YB) B64H010 Faz 01B18M-8821 CHECKED BY, CEN HATE, DGi3-2m3 JOHNSON COUNTY PRHJECT NOMHER 112327-1 f SANITARY SEWER PLAN AND PROFILE STA:630+00.633+75 WATER MAIN GENERAL NOTES WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF IOWA CITYUNICIPAL DESIGN STANDARDS AND DETAILED SPECIFICATION REQU)IMENTS PREPARED FOR THIS PROJECT. 2. WATER MAIN SHALL BE DUCTILE IRON PIPE AS DESIGNATED ON THE PLANS AND SPECIFIEDIN SECTION 02660 OF THE PROJECT SPECIFICATION. 3. TRENCHED WATER MAIN PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE WITH THE EXPTION OF Y RESTRAINED PIPE. ALL RESTRAINED JOINT PIPE IS TO BE CLASS A wt? Uj ALfzk7U jl),E IRON PIP NO FITTINGS SHALL BE DOUBLE POLY -WRAPPED WITH A 16 k8L P> THYLENE E ASEMENT PER THE SPECIFICATIONS (EXCLUDES CAT-HOO t<PROTECTED PI - MW.06). ALLPOL_HALL BE NSS COR- UE. 6. BACKFILL WITHIN 2 FEET OF FITTING AND APPURTENANCES SHALL BE COMPACTED USING PNEUMATIC OR H D TAMPERS ONLY TO ENSURE PROPER AND UNIFORM COMPACTION OF BACKFIL 7. ALL WATER MAIN SHALL BE BACKFILLED WITH ATERIAL COMPACTED IN ACCORDANCE WITH SECTION 2552 OF THE IOWA OT STANDARD SPECIFICATION. 8. WATER MAIN CROSS HATCHED ON THE PROFILE SHA BE BACKFILLED WITH CLASS 1 CRUSHED STONE AS SPECIFIED IN SECTION 25 .02, B.1 OF THE IOWA DOT STANDARD SPECIFICATIONS, COMPACTED TO 95% STAND D PROCTOR DENSITY. REFER TO BACKFILL LEGEND. ALL OTHER WATER MAIN SHALL BE BACKFILLED WITH EITHER OF E FOLLOWING TO 95% STANDARD PROCTOR DENSITY: A. SUITABLE EXCAVATED MATERIAL AS DEFINED BY SECTION 2552 O HE I STANDARD SPECIFICATION. IF EXCAVATED MATERIAL IS NOT SUITAB , TI- B. CLASS I CRUSHED STONE AS SPECIFIED IN SECTION 2552.02, B OF THE STANDARD SPECIFICATIONS. 9. ALL WATER MAIN SHALL BE PROVIDED WITH CLASS P-3 T CH BEDDING PER IOWA DOT STANDARD ROAD PLANS SW -104, UNLESS ED OTHERWISE. 10. REFER TO SHEET U.01 FOR FIRE HYDRANT ASS2MBLY DETAILS. 11. PERFORMANCE AND TESTING: DOT K• A. BACTERIAL TEST FOR C90FORM ORGANISMS SHALL BE PERFORMED BY THE CONTRACTOR IN AC DANCE WITH AWWA C601. A MINIMUM FREE RESIDUAL CHLORINE CONCENTRATIO F 25MG/L SHALL BE MAINTAINED FOR THE 24-HOUR DISINFECTION PERIOD.A THE 24-HOUR TESTING PERIOD 10 MG/L SHALL BE ADDED. THE CONT TOR SHALL PROVIDE DOCUMENTATION OF BACTERIAL TESTS FROM A CERTIFIED PRESSURE AND LEAKAGE TEST IN ACCORDANCE WITH AWWA C600. D. FIRE HYDRANTS SHALL BE TESTED TO VERIFY OPERATION. E. FLOW TESTS SHALL BE CONDUCTED TO VERIFY THAT ALL COMPONENTS OF THE WATER SYSTEM ARE FULLY OPEN AND OPERATIONAL AND TO DETERMINE FIRE FLOW CAPACITY. 12. ALL NEW WATER MAIN TO BE INSTAL FROM TOP OF PIPE TO PROPOSED F OVER THE NEW 10'x 5' BOX CULVERT WITH MINIMUM VERTICAL COVER OF 5'-6" iED GRADE WITH EXCEPTION OF SECTION 13. PROVIDE AND INSTALL TRACER IRE AND TRACER WIRE TERMINAL BOXES FOR ALL NEW WATER MAIN. TERM AL BOXES TO BE PLACED AT ALL HYDRANT ASSEMBLIES AND CAST INT THE PAVING AT ALL LIVE TAP CONNECTIONS. 14. CONTRACTOR TO CONOCT CITY OF IOWA CITY WATER DEPARTMENT TO SCHEDULE ALL LIVE AP CONNECTIONS. 15. ALL EXISTING WDRANTS REMOVED ARE TO BE DELIVERED TO THE CITY WATER DEPARTMEW. 16. ALL FKTINGS TO BE RESTRAINED WITH THRUST BLOCKS AND MEGALUGS. 17. HERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 18. CATHODIC PROTECTION SYSTEM MUST BE TESTED AT ISOLATION TEST SYSTEM TO ENSURE PROPER FUNCTIONALITY OF NEW WATER MAIN INSTALLED ALONG HIGHWAY 1 PRIOR TO PEFORMING BACKFILL OPERATIONS. 19. PIPE BONDING SHALL BE PLACED ACROSS ALL CATHODIC PROTECTION WATER MAIN JOINTS EXCEPT JOINTS WITH FLANGE ISOLATION KITS. 20. FLOWABLE MORTAR BACKFILL SHALL BE USED BETWEEN ALL EXISTING OR NEW UTILITIES WHERE REQUIRED COMPACTION CANNOT BE OBTAINED. FLOWABLE MORTAR SHALL BE FORMED AND SHALL HAVE BOND BREAKERS BETWEEN MORTAR AND ALL UTILITIES AND/OR STRUCTURES. MAXIMUM COMPRESSIVE STRENGTH OF 90 PSI. BACKFILL LEGEND BACKFILL WITH FLOWABLE MORTAR AND PROVIDE BOND BREAKER AT PIPES C. VALVES SHALL BE LOCATED AND TESTED TO VERIFY OPERATION. \ CROSS HATCHED PROFILE (CLASS 1 CRUSHED STONE) SHIVE--IATTE-RY Cwt FwftA,—'Ay'—NrIw41A �XX)''aw P NvaWaOMabAeC14?. PRAWN.. PTJ DATE pAy}P]t9 JOHNSON COUNTY PROJE MM➢ER I 12�7t SM�ET '. TOM Waw, IL, 6bwnl t IE, CNw t (em1361awn Fex WW as1-aPn CNECKE➢HYD Ca mTe cs-is-ec.s WATER MAIN GENERAL NOTES MW I►, STA: 121+47.06, 2$.50' L --'� --- -' �\ STA: 124+96.20, _ 28.50' L - ,�, \ o o 12" x 6" TEE (HYDRANT ASSEMBLY) VALVE ON EACH SIDE 12" x 6" TEE (HYDRANT ASSEMBLY) WITH 12 GATE STA: 121+47 07, 2m.00'1- STA: 124+96.20,20.0( L "" 69 GENTER OF HYDRANT J CENTER OF HYDRANT 500+00 - I J -50uo - - - - +00_ - - R.O.W. - „ 503+00- „ - - 0 - - - 121+00 122+00 \, 123+00 124+00 \ 125+00 l c 1� - MUM" \ — Ally*" �_- - 'S 'S — — R.O.W. - _- WATER MAIN PLAN _- - 700 Toa ---- _ - _ — PIPE IN TBI'" SECTION. PROP DSED GRAD SHALL BE LASS 531, _ RESTRAIN DLJOINT PIP 695 - - - i - — - -- - - - -- - -- - -- - -- - - - - - 695 - — FORA MIN - - MUMLENG - .- H - - ---------- 5' _ _ O'BEY ND EACH- _ _ MIN. _ FI NG 690 _ - - CTEE ELE :685.09 690 GLTE ELEV691, 5- 685 _, __.._ - PLUG END _-- WITH .. —__ ___ ------------ - ,_ __- ,. -- - — -- ' -J _ -- _ _ -- - - - - - 685 _ - 45° BEND Co WATER TI HT CAP.9. LEV X85 4 XISTING G DE 680 ---_ -----------------------IE_-- 691._2.4- _„_, _ _. _-._- -._ ---- 4 BEND - _ -STA 7 - 680 _ - - _. EL CL V 674 85 Ne 2 t� _ ) STA 503+5651 (MI _ __- __ ____- ____--_-_ ,_ _-_ ___ - ______ 4 BENDCL -- 675675 = 680 39 3EL STA = 503+62.43 ST O STA 6 670 N o r m rn n c 0670 1� N o) 4' m �D N ch m n, u? o m f� o y. V DO rn n v m a) r `' to N N CD 1,- <D m W W n, m N �p °) r (D o Ui rn L6 co o 00 d. ti ("7 SA m d) � Et) N d' N co m m N N N rn rn rn m m rn rn rn 0) a) 00 CD co cD rn o cD rn o co rn o co rn o to rn o CO rn 0D 0 m o cD 0) o <D rn () <o rn 0 rn cD o o co o co o co o co o o o o o o o co o 0 0 500+00 501+00 502+00 503+00 504+00 504+50 WATER MAIN PROFILE 1r°±E=X11.,0''• H: 1” = 30' pyVV: SH I Y C IH L1 S i Gp ! Po�E{ A • mR CX M • MOMq A Mnte,h•ebnebgia�L•a+wHo,e 8MMApN ry, to Y88 14."a P q ww cft bxe 61PA8 Del H53 -Hao. Fu (m0 aw eB•n ➢RAMN HYD a DATE 06-13 AU JOHNSON COUNTY RNJEti NUMBER 112371-1 WATER MAIN PLAN AND PROFILE STA:500+00-504+50 SO ET ", sNEErs 21+01 O£CMEH Htl c LArfl Q,-13-2013 STA: 127+62.32, 28.61' L ON I 12" x 6" TEE (HYDRANT ASSEMBLY) \ `WITH 12" GATE VALVE ON EACH SIDE$ STA: 127+62.51, 20.00'L CENTER OF HYDRANT `A SCAa IN J I it 11 1• � � 1 �in � J � 1 1 �' i 5+00 0 01264 X12?+DO i WATER MAIN PLAN 695 695 -- PROPO D GRADE - - ---- - 690 - 690 -- -- - _ 5.5' - - - 685__ -- -- -----� i 685 - --- - ---- 680 -- -- __. - - - - - \ - - _ - - ----_ - ..- 680 - - :: --- �. 675 - - --- - - - -- �_ ------ 675 EXIS INGGRADE _ _ _.._.. - New Storm: _ _ .. 670 -- -- - - ------ - - _. 15' DIA - - - 670 .. 6 665 6650 �, N c-' 6) �; �--' c0 (*JLo o (D O) (D (O rn ! coD 00 t (O d' o V 'V; O N rn M c0 m I� r r. O Of M _ co d' N e- O N p h-'... 03 aj O O V dj pj co pp O pj O m W O !� W n Do � O O O O W S O aT ' O 19 20 so 2 O W co ,CD m 10 C O (o co O � W C� O (o O 00 O OD co O co O O 504+00 505+00 506+00 507+00 508+00 508+25 WATER MAIN PROFILE V: 1" = 10' K 1' 730' SHIVEFIA"ITIERY Cemr �GOb, IP�kN'8 (,gy, ,q,CY MOH"41A molt RkAT6p[IX{ IL CObepo, L 9h�'�RW. NC 2B9/NONpOro GIM IOM pfY. krv.E eP2.6 (9W 9643010 Fex (9bq 8648821 ➢RPMN Bn a�0 ➢PTEs 06-:3-P013 — -- CFECKED en C'vn ➢ATEA 06-1}203 JOFINSON COUNTY -. PROJECT NNMHERI 112321-i WATER MAINP AN AND PROFILE STA: 504+00-508+25 j S10=ET MW.02 9�EE3 0 0 / STA: 131+41.71, 25.84'L o 12" x 6" TEE (HYDRANT ASSEMBLY) STA: 131+41.90,20.00'L) (P j / O ° u / CENTER OF HYDRANT — s a. i M 3 iI / J !SCALE ITT, _ / 512+00�t I 8+�0 -_ /— — -. — — — 10+00 - _ 511+00 _ - / J 130+00 131+00 1 l\ 132+00 133+00 _ 679 661- — 681 660- 681 —. --}0 -- -- - — �- 683 _ 682 —ti WATER MAIN PLAN 695 -- 695 690 -- - _ _ - - --- -- - - - - -------- -- _. _ - 690 ....... -- ---_- _. _- _ . - .PROP- SED GRAD 685 — - - - - _ - -- - -- _ TEE E EV..679 48 5.5 _ - - -----. MIN.. - - - - - 680 .-.- -.- 675 �� / - - .. - - _�-`.� -- J---------- �- .. _ - -- - - - .. .. �. 675 - New Storni _.. TING G DE .. 670 ------ _ - 48 FrA� �-__.� _- --_ 670 New Storm _ _ i"-... _ _ New to--r-m-- 48„ IA _ _ _.. ._- - _ _ _ _ 36„ DI 665 _ O Lt7 r N lL7 M ti N V N CJ O00 O� ct W CO C LO 665 f- T~., 1• N CO c0 CO co c0 h W Lei d' N N � In rr N n t` ^ 00 r ti p- CO h CD n, Z4 I`� CD to ^ l0 n L j n- M r,- (o LD 1• M Lri ti (D V �,,,, m �t f0 d' (D r (D (O co CO to (O Co 00 (0 [0 C0 (0 � (o W coOD CO CO CO Cb (D 00 (O W to W (0 CO (o 00 (O CO CO (D 00 (O to (O (D (O (O (0 (0 CD Co (0 C0 CD w (o 508+00 509+$0 510+00 511+00 512+00 512+25 WATER MAIN PROFILE 11" = 1101' H: 1" = 30' TV: 511VCI I it 1 CR - ROpbgy •per k y,ppL NOyM LwPs,L•emoinpla.a•C1Lmpga gyg yMp yC 2B$1 NytlgOq pM qg qn. pryy �PAB Wm735(-s01o•Faz U; B61-BY21 DRFVNBT AT0 DATE %-y 2013 JOHNSON COUNTY PROJECTNUMBER 112327-1 WATER MAIN PIAN AND PROFILE STA:508+OD-572+25 EET X03 TOipL sREErs cNECRED en wnl vaTE�os-la-zola d Do Mo STA: 134+99.85, 37.46' L 1 0 0 El"x 6" TEE (HYDRANT ASSEMBLY)STA: H_ 12" GATE VALVE ON EACH SID _ 516+00 1__�-- ., I 134+99.89,32.00'L+00RANT DID ° s"`E N FEE-, "v ,.• CENTER OF HYD � Lu a C3 4`. mti _ 515+00 02Lu / -w+J C-> _. 514+00 t +00`' 513+00 —_ _ �= 137+00__ � I 136+00 +00 / r 134+00 135+00 cY) WATER MAIN PLAN 695 695 ------------------------ ----------- - ---- ---- _.. _ PR(:POSEDG-- - ...... .. - _ ------- _DE _ _: - ----- ----- 690 690 - ------ -- — -- -- -- -- - — --- CL TEE EL :681.65 _ _. - --- 685 685 - -- -- -- . --- .. ---- --- - _- - -- _-. _ -- --- MIN.- - - - - -- - - 68 _ -- - - - - --- — 680 - - - -- - - -- — ---- - - - — _ - - -- - - - - - TING GRA. -------- --------- -- _ ---- - - - -- ---------- --- 675 675 - - _ - -- — -— --'--EXI 670 :' - - - — -- __-- -- _-- _____.. 670 6 665 �Irn M n 0' r r> m m N fYJ e rn o n °� N 00 coO r o m 4 00 m o v rn 2 � v Do O X65 O (r Ellto O (O CO O N r r M N n r f` �" O n O O O (O W oD N coco V ED i Imo- co E- n f` � � 00 1` 00 W 00 m (D (D00 W w Do co 0 m W O co co O 00 W 10 W O Ep O cfl c0 m W E° O W to D m Oco O ED Op O coa 1O O 512+00 513+00 514+00 515+0 516+00 516+50 Dl WATER MAIN PROFILE V: 1" = 10' H: 1" = 30• SHIVEHATTIERY—R°Mdaw•I-011,M•wMorrow PAs kM trc 2BBS Nwtlgh AM141dA CM.IOWd W26 ', DRAWN BY ati ''.. RATE, Dy13-2013 FOJECT NUMBER' - ---. JDHNSUN BOUNTY 112327-1 WATER MAIN PLAN AND PROFILE STA: 512+00-516+50 MNE,T W01SnEE2 rv<nn s,.; •...v i+u Moein L. Bhni+peM D.•GWMpo.M1 (9181 .45490W. Fu 009548811 CHECKED BYE of DATE 06-IB-2AL3 I CID 518+00 " 519+00 / "----�� Co w -- _���. �_= ----- � SCALE IN FEEL43 / !!! FLANGE ISOLATION KIT 13 p0 _ 140+ 140+00 TO BE PLACED IN LINE TO DIRECTLY AFTER TEE A - E CiLATION - _ EST STATION) STA: 137+80.26, 39.96'L I �3 12" x 6" TEE (HYDRANT ASSEMBLY) 1 / •' STA: 137+80.47, 34.00' L 34.00'L x00 S Ov; CENTER OF HYDRANT WATER MAIN PLAN 695 = -- -- 695 690 690 CL TE ELE_V: 683.: _ 685 ------------------------------------ ------ -- ------ --- ------ ---------- --------------- - - --MtiV — - ----- -- --- � - ___ — - _:_ , ..__ -- ----------- --- -------- ------- -- 685 680 - EXTRUDED - - ---------------- - --- -------- _ _--- -_ ------— --- -- - -- 680 -- -- - - ----- - -- 3' CLEA --------- WITH BLUE 675 ---- ------ --^ -POLYS RENEfOAMBETWEEN _-___.d- --- _-- _-- ___-_ _ —_ _ _, -----_-.----__ ---- _._- _____- 675 BOTOM F WATER R AIN AND _ _ _ _ . TOP OF E OX CULVERT._ _ _ _. - _ . _ 670 --- -- --- EXISTING GRADE -� _-_ - __-- - — ------ --, ; -- 670 C TEE ELEV: 680.91 New Sa n tary ��c'' 665 -----------NEW NEW 10'x ' BOXCULV_ RT, _:01) __v_-__- __ _ -- - DIA 2 F 66 ^-it r 660 ; Gr 660 V m It V n N tD m N Lp 7 N N Lf) (O p r o rn M O m rn V rD m pD O p Cc), .— rn O V O 00 W10 10 O CO d' t` O O O co Eq O W r O m W N W p co O O V' CO p W 115 [O N CO N N W '- �yy tD O O O O O O co O t0 (p (D W O W O m O m 19 fD co cp � pD O W co OS r9 m W co O O O (4 ffl O O O ED O O 19 O 516+50 517+00 518+00 519+00 520+00 521+00 WATER MAIN PROFILE H: 1" = 30' /rL� ^yV.1" 0=X110'' SH I V EI"IH 1 1 1ER I CB Raitlq A, Rm fMµ A DM AbYlp U MDYq 6. BbpNgtm, L•CNm L ShMIbXaK M PBSI rbtllp N L1M, M.0 CkyS bn 6P?A6 mo364.3W➢, Faxt 3646031 1 WN BYE AT3 ➢FTEs OE -m-2013 JOHNSON COUNTY PROJECT NUMBER 112327-1 WATER MAIN PLAN AND PROFILE STA:516*25-520+75 SHEET No. MWA5 TOTN. sHCErs CHECKED ev. CFA1 DATES m-13-2013 _ INSTALL 12" SOLID SLEEVE WITH \ NEW ANODE „-/ MEGALUG RESTRAINED JOINTS FOR TEST STATION,, i FLANGE ISOLATION KIT CONNECTION TO EXISTING WATER MAIN. STA: 141+29.74, 32.38' R \ I TO BE PLACED IN LINE �'��N INSTALL FLANGE ISOLATION KIT AT DIRECTLY AFTER T CONNECTION TO EXISTING MAIN. 45' BEND FEET �6 \� J s (RELOCATED ANODE TEST 1 STA: 141+70.71, 74.89'R se 2A ; STATION AND PROVIDE NEW -�P 45° BEND — I STA:7141+31.20 46.83' L ' . WIRING � � 0 12" x 12" TEE WITH -=- - �o - - + 12" GATE VALVE ON a / EW ISOLATION WEST AND SOUTH SIDES TEST STATION STA: 141+25.79,59.67'L - - +00 CENTER OF HYDRANT. � N -- -_ -- — —7 t - _. -,-c p _ —Fr-_ ,F .._- _. _- �-1�� _..---�.. 34+00 -- i =o 534+25 — 1% REMOVE 1 SEGMENT OF -_ 1� PROPOSED MAST ARM \ J - EXISTING WATER MAIN --- -_ _ -" - rp- FOOTING (N -SHEETS) 688 STA: 141+31.37, 59.52'L - _-- DISCONNECT PIPE BONDING - ~ - -- - -- G' - + ' y _- 12" x 6" TEE (HYDRANT ASSEMBLY) - WITH 12" GATE VALVE ON NORTH SIDE WATER MAIN PLAN NOTE: ALL WATER MAIN ON THIS PROFILE SHALL BE CATHODIC PROTECTED AND SINGLE POLY -WRAPPED. SEE SECTION 02665 OF THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS. 705705 --- -- _- 700 700 }} - -- - - _ __ .-� 695 _ - u _ - #55° HO Tat B ND W� _ 695 -690 690 ---- 685 685 680 --- _ — v_ i t i 1 _. .� - — �� _ - _ V L TEE EtEV 683.07- 680 - - _ — _ LCO _ NECT WI EXISTING 1 " WATERM IN _ _' 1 - :. Ct'TEE f EV: 683.11 n 675 -- - CL LEV= 2. 1±(FIELD V RIFY) T -- -P -EN9Wll H �— 675 SOUTH'S O FIBER PTIC LINE82±. _. WAT R TIGHT C sn CONTRACTOR O FIE D VERIFY: IE = 683. 0 - EXIST] G. 24" SAND ARY LINE : � 670 670 0 ro �� �N r- n� �� �'� o �o r cq � �� �n m 00 of Lo ai of m ai o o � � w rm 00 i� C6 00 co co OD of � of OD of 00 cCC) to CD 1 co ED � co rD Efl (D m co - tco o 00 00 00 ( ED w co TD co co 00 Ep 530+00 531+00 532+00 533+00 534+00 534+25 Dl PROFILE WATER MAIN _— V 10' H: 1" = 30' SHIVCFiAf iCRYHNU k] U BY Mtll4 A BMa NeI My' n '0.M Ytl7k x4 xa 'IML B12G HRAMN HY PTP ➢PTE. �1g�4 JOHNSON COUNTY PROJECT NUMBER EET LTN �--- N2327-0 WATER MAIN PLAN AND PROFILE ALONG HWVI STA 530*00-533+00 xB. HxEErH MW MAIM• IL • BWNv IL • CWm G I 8818548818 ` Ra 198%%48621 CxFCKEH BY. c[h' MTD M-13-2413 I GENERALNOTES t. THE CITY OF IOWA CITY TRAFFIC SIGNALIZATION SPECIFICATIONS APPLY TO THISPROJECT 2. THE LOCATION OF ALL UTILITIES ON THE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT L ON AND ELEVATION OF ALL PUBLIC UTILRIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DOW OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITI OT HER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL NOT BE SEPARATELY COMPENSATED FOR D YS OR EXTRA COST. 3. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEESARE SOLELY THE RESPONSIBILITY OFT CONTRACTOR. 4. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE CALL, 1300292-8989, NO SS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND LEGAL HOLIDAYS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OUTSIDE THE CONSTRUCTION LIMITS RESULTIN ON NEGLIGENCE. S. CONTRACTOR SHALL COORDINATE TEMPORARY DISRUPTION OF UTILITY SERVICES WITH THE CITY OF IOWA CITY AND/OR AFFECTED UTILITY MPANIES WHEN RELOCATING EXISTING FACILITIES OR CONNECTING TO THE EXISTING FACILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING POWER SERVICE LOCATION HATH POWER SERVICE PROVIDER PRORTO CONDUITICIRCUIT INSTAL TION. SERVICE SHALL BE UNDER GROUND INSTALLATION. B. PRIORTO CONSTRUCTION, THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL LOCATIONS TO VERIFY EXACT HORIZONTAL LOCATION AND EL ATION. 9. THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL APPLYTO THIS PROJECT. 10, ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTORS BID FOR THIS PROJECTS INCLUDEALLLASOR AND MATERIALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION. 11. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A4 -CONDUCTOR CABLE SHALL BE USED FOR 3 -SECTION HEADS, A 7-C UCTOR SHAL BE USED FOR 4 OR 5 SECTION SIGNAL HEADS, AND A &CONDUCTOR CABLE SHALL BE USED FOR THE PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS PER SIGNAL POLE. 12. THE LOCATIONS OF ALL FOOTINGS, HAN DHOLES. CON DUIT, AND DETECTOR ZONES ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJU STMENT IN TH E FIELD BY THE ENGINEER 13. ALL MAST -ARM MOUNTED VEHICLE SIGNAL HEADS SHALL COME FURNISHED WITH BACK -PLATES. 14. ALL STREETLIGHT LUM INAIRE ARMS SHALL BE LOCATED AT 180 DEGREES TO THE POLE ACCESS HAN DHOLE (PARALLEL WITH MAST -ARM) UNLESS OTHERWASE NOTED. LUMINAIRES SHALL HAVE A 30' MOUNTING HEIGHT. STREET LIGHTS SHALL BE LEOTEK LED GREEN KING COBRA. 15. RUN S FOR CAMERA POWER/FOCUS AND COAXIAL CABLE SHALL BE CONTIN UOUS WITHOUT SPLIC ES FROM THE CAMERA TO THE CONTROLLER IE THE STATION S AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF TH E ITEM UNLESS OTH ERWISE NOTED. 17. CONTRACTOR TO RECEIVE DELIVERY OF TRAFFIC SIGNAL POLES ASSUMES RESPONSIBILITY FOR DELIVERY, STORAGE, PROTECTION, AND INSTALLATION IN THE FIELD. CONSTRUCTION MATERIALS MAY BE STORED ON SITE AS DIRECTED BY THE ENGINEER. 18. ALL MAST ARM MOUNTED SIGNAL HEADS, TRAFFIC SIGNS, AND STREET NAME SIGNS SHALL BE MOUNTED USING A UNIVERSALLY ADJUSTABLE MOUNTING BRACKET. 19. THE TRAFFIC SIGNAL CABIN ET SHALL BE MOUNTED ON AN 24 INCH H IGH ALUMINUM RISER. 20. THE VIDEO DETECTION UNITS AND OBSERVATION CAMERA SHALL BE MOUNTED USING A UNIVERSALLY ADJUSTABLE MOUNTING BRACKET. VIDEO DETECTION UNITS MOUNTED ON THE TMST SHALL USE AN EXTENSION POLE WITH ASTRID BRACKET CLAMP KIT. VIDEO DETECTION UNITS AND OBSERVATION CAMERA MOUNTED ON LUMINAIRES SHALL BE MOUNTED DIRECTLY TO TH LUMINAIREARM. 21. ELECTRICAL SERVICE FOR STREET LIGHTING IS 120 VAC. SINGLE PHASE. STREET LIGHTING SHALL BE ON SEPARATE 120 V CIRCUIT FROM THE TRAFFIC SIGNALS. THE STREET LI ING WILL BE CONTROLLED BY A CABINETMOUNTEDPE PHOTOCELL WITH WATER -TIGHT ENTRY. A SERVICE SURGE BREAKER SHALL BE INSTALLED FOR ALL INCOMING POWER. 22, TRAFFIC SIGNAL POLES, MAST ARMS, AND LUMINAIRE EXTENSIONS SHALL HAVE A GLAVANIZED FINISH. 23. CONTROLLER SHALL BE EAGLE M52 FIBER READY. FURNISH AND INSTALL PATCH CORDS, DISTRIBUTION PANELS, AND MISCELLANEOUS CABINET EQUIPMENT. C ROLLER SHALL BE INTERCONNECTED TO THE EXISTING CONTROLLER AT THE NORTHGATE DRIVE AND HIGHWAY I INTERSECTION WITH FIBER OPTIC CABLE AS SHOWN ON THE NS. THE CITY OF IOWA CITY'S TRAFFIC DEPARTMENT WILL PERFORM FINAL CABINET WRING ONCE EQUIPMENTAND CABLING ARE INSTALLED. 24. ALL PVC CONDUIT SHALL BE SCHEDULE 80 OR DIRECTIONAL BORED HDPE CONDUIT. 25. THE CONTRACTOR HAS THE OPTION TO TRENCH OR BORE CONDUIT,HOWEVER, PAVEMENT SHALL NOT BE DISTURBED DURING CONSTRUCD NLESS NOTED ON THE PIANS. AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION ATTHE CONTRACTOR'S EXPENSE. 28. PEDESTRIAN PUSHBUTTON / SIGNAL CABLES SHALL BE INSTALLED FOR FUTURE INSTALLATIONS. 27. ALL SIGNAL INDICATIONS SHALL BE LED IN ACCORDANCE WITH MOST RECENT ITE SPECIFICATIONS. 28. INSTALL A#eA.ING. BARE COPPER GROUND WIRE BETWEEN THE GROUND RODS IN THE SIGNAL FOOTINGS AND THE CONT LLER CABINET TO FORMA CONTINUOUSLY GROUNDED SYSTEM, THE GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS. 29, CONTRACTOR SHALL FURNISH A SCHEDULE OF UNIT PRICES FOR ESTIMATED TRAFFIC SIGNAL QUANTITIES. 30. PROVIDE 48 HOURS NOTICE TO CITY OF IOWA CITY TRAFFIC ENGINEERING DEPARTMENT BEFORE PLACING T IC SIGNALS INTO OPERATION. 31. REFER TO TRAFFIC CONTROL SHEETS FOR TRAFFIC CONTROL AND STAGING DETAILS FOR THE PROJEC 32. FORM ISH AN D IN STALL BATTERY BACK -U P SYSTEM I NCLUDING ALL ACCESSORIES AND CABIN ET STEM SHALL PROVIDE 4 HOURS OF FULL COLOR OPERATION AND 8 HOURS OF FLASH ING OPERATION. 33. FURNISH AND INSTALL AN OBSERVATION CAMERA AS SHOWN ON THE PLANS. 34. VEHICLE DETECTION SHALL BE ITEMS VANTAGE VECTOR VIDEO/RADAR. TWO DITIONAL ITERIS VANTAGE VIDEO CAMERAS WILL BE USED FOR MAST ARM APPLICATIONS AS SHOWN ON THE DRAWINGS. 35. CONTRACTOR SHALL BAG COMPLETED TRAFFIC SIGNALS UNTIL NOTIFIED BY THE ENGINEERTO ACTIVATE THE INTERSECTION. 5H IVE-F-IA-rTERY C TN*I% U • I CRY. IA• Cp MNe4 A 9Nve He .. M 21994 N.0whI O M City, b BA2<6 ]RAMN BY BEF DATE- p _OY 01a "I MC Llg..*lPAL•CNrep�,LL (919)9!M-9W0•Fex MBMHwV CHECKED BYE BM DATO 04-05-2ota JOHNSON COUNTY PRDJECT NUMBER 1123271 TRAFFIC LEGEND IXISTING PROPOBEO PLANMAHK PLANMAPK DESCRIPTION —gib --4I TRAFFIC SIGNAL W/BACKPUOE ----i —� TRURCSIGNAL WITHOUTWWI-ATE PEOE6'TRLAN SIGNAL J -- PEDESTRIAN SIGNAL OURL HEPD MABTARM I LUMINIRE ARM PFD (ED . k LUMMIZE ^M GJI MUM DETECTION CAMERA LY a MDEO/RADPRGAMER0. �l "pB9EAVATGN IWIMM -i• MAST. POST MOUNTED BIGN GROUNDMOUNTEDSIGN J D 40NOHME 8 CCiTTROLLER O SISN BASE QQ PEDESTALBASE PEDESTRIAN PUSH BUTTON PCtE GUY WIRE RUSHMO NIREDWNOUIT F— ---1 TRFNWED WNDWT MMODETECTIONZONE ## b A INDUMFLO UETWIM SIGNAL HEAD IASL TRAFFIC GENERAL NOTES %er--v TRAFFIC GENERAL NOTES 108-22 TABULATION OF PAVEMENT MARKINGS _ MODIFIED P lio n}~ Location Length (in Stations) IdeMi ion,,,,, Side Station to Stated 8CY4 DCY4 NPY4 BlW4 ELW4 ELY4 OLW4 SLW4 CH WB CHYB SLW2 '.. CBW6 SPY4 SPY6 SPW4 SPWtS V I Remarks ODV4 I L C R ..-. - _.—. & PG ,• ... -.. _...... 1�MOS 733+55 141+50 X 795 - p ( 134+35 141+50 X - 715... �•cn +–y"» 139+00141+50 X 250 - { T .._ -a' _X 141+50 _ _ 038 I I _... HIG Yi N +10-89+50 X _ — - 444 _ 86 7-89+49 X 3.35 85+3 89+50 X 4.15 _.. _. 85+35- 50 X 420 r- _. _ 87+50-8 0 X _ 4.00 TWO LANE LINES - j 89+50 —.... X 048 90+75 X 0+52 -... -- 1 90-75 - 93-5 90+75-93+50 X ._ 5.75 BOTH SIDES OF CURB 90+75 - 92+25 X 5.23 ''. .... 90+75- 92+8p X ._ 2.00 90+75 - 99+899.18 .93+41-99+89 X...._ � 93+41 -97+20 X 3.]9 _.. 93-41-105+65 - X 12.24 ,- Quantity Factors .25 _. 2 1 .25 _....1 1 .33 t 2 2 ' 6 15 3 3.5 3 3.5 t.7t .66 SUBTOTAL 15.90 4.27 25.62 6.50 46.24 828 47.39 TOTAL STA: 154.20 108 zI TABULATION OF PAVEMENT MARKING SY OLS AND LEGENDS MODIFIED'.. 1 LOCATION �iiG �ROAD REMARKS IDENTIFICATION I STATION SIDE LTAW RTAW STAW CSLW CSRW LLRW RLRW FERW SCLW XNGW WCSWREFER *DJ7 TQ N-SHEETS atl DSS RIDGE RO134+50 LT137+00 LT140+07 RT140+42 RT140+78 RT 88+45 RT 88+80 RT 89+15 RT 2 I e1+45 LT - 1 91�80 LT 94+20 RT 1 -- .._ 97+00 RT I -. I 1 .. 4 '. -. .. 4 TOTAL SUM = 16 SUBTOTAL 8 ,� i SHEET iOTPL ' SHIVC-t IATI-RY (.Wy ayYN, tq kMg Clly, U Clea Mdteq W 6tNbM uw%M: 2694 N~. Dde% WAs e69� 1. 51215 DRAWN BY- CItF PALE OS-15-2013 JOHNSON COUNTY "ROJECT N'JHBER 2327-t PAVEMENT MARKINGgDAN QUANTITIES no. N.02 EETs CHEG(ED BYi eM' DATE 45-IS-al13 Ram L, 8M95w9oo PoRbtN954eB2 [eEii GlN=tx.u� L t 89-50 91,45 LT I S*J SHIVC—t IATiCF Y ea ao ay K F w cft, w, CGS nommen M Sftw Ha M, Im 9 0 Noohpto MW Iowa CRY,, Imes 52245 KENN BV, M ➢niE OS -21-2C 3 FHHJECi NJ48ER LOi9L �•on1 nein _in be MC GG IL filcwn!t9Iwt IL �ChIc¢94IL 1319)9509960 Fax I39 {35d-[921 CHECKE➢BV� 6WI ➢aiE�W--2I-2013 JOHNSON C[IJNTY 112327'1 PAVEMENT MARKING QUANTIP N6 SHEETS __... .. iV.02 I TABULATION OF PAVEME MARKI SYMBOLS AND LEGENDS TABULATION OF PAVEMENT MARKINGS 1aa-zs MODIFIED ROAD IDENTIFICATION LOCATION Ice-zz MODIFIED SEP. MI -110 Loration REMARKS MOSS RIDGE RD STATION SIDE ITAW Length (In Stations) STAW CSLW OSRW W RLRW PERW � R STPW AHDW ONLW SCLW XNGW WCSW REFER TO N -SHEETS Itlentiticalion Station to 8latim L SCe R BCY4 DGY4 NPY4 BLW4 El'Ar4 ELY4 DLW4 SlW4 OHWe GHYB SLW2 CBW6 SPY4 SPY6 SPW4 SPW6 YLW2 DDY4 Remarks MOSS RIDGE RD _.... RT 1 -...__ 140+42 133+55-141+5b � X 7.95 1-0ONB RT t 134+35-141+50 X HIGHWAY 7.15 I 88+45 130+DD-141+50 2 X -- 2.50 I -... 88+80 RT ---- 141+50 2 ._.. X I ... 89+15 RT 2 0.38 I __ -- HIGHWAY 1 LT t . i — 85+10 - 0 X I 91+80 I_T 1 _ -- 4.44 gq+2p 86+17-69+49 X i - 3.35 RT '--- 1 85+35-89+50 X r.. SUBTOTAL 4.15 8 _ 4 4 TOTAL SUM =16 85+35 - 89+50 4,20 87+50-89+50 X I 4.00 TWO LANE LINES' _ 0_4d 90+75 X 90+75-93+50 X 5.75 BOTH SIDES OF CURB 90+75-92.25 X _ 90+75-92+80 X 2.00 -- 90+75 - 99+89 X 9.18 93+41-99+89 X fl.98 93+41 - 97+20 X 3.79 99+9b-105+00 X 5.10 12.24 -- -- 93+41 - 105+65 Quantity Factors X ,25 2 1 12.24 1 1 2 2 I g 3 3.5 — 1 71 .66 — -' SUBTOTAL 26.1 4.27 25.62 6.50 46.24 8.28 47.39 TOTAL STA: 164.4 89-50 91,45 LT I S*J SHIVC—t IATiCF Y ea ao ay K F w cft, w, CGS nommen M Sftw Ha M, Im 9 0 Noohpto MW Iowa CRY,, Imes 52245 KENN BV, M ➢niE OS -21-2C 3 FHHJECi NJ48ER LOi9L �•on1 nein _in be MC GG IL filcwn!t9Iwt IL �ChIc¢94IL 1319)9509960 Fax I39 {35d-[921 CHECKE➢BV� 6WI ➢aiE�W--2I-2013 JOHNSON C[IJNTY 112327'1 PAVEMENT MARKING QUANTIP N6 SHEETS __... .. iV.02 I TABULATION OF PAVEME MARKI SYMBOLS AND LEGENDS 1aa-zs MODIFIED ROAD IDENTIFICATION LOCATION REMARKS MOSS RIDGE RD STATION SIDE ITAW RTAW STAW CSLW OSRW W RLRW PERW � R STPW AHDW ONLW SCLW XNGW WCSW REFER TO N -SHEETS 134150 LT 1 _.-..... __...............__. 137+00 LT 1 140+07 RT 1 140+42 RT 1-0ONB RT t HIGHWAY 88+45 RT 2 -- -... 88+80 RT ---- 2 ._.. ... 89+15 RT 2 I -- 91+10 LT t i 91+80 I_T 1 gq+2p RT i 97+DO RT 1 r.. SUBTOTAL 8 4 4 TOTAL SUM =16 SIGNING NOTES RR REMOVE AND REINSTALL EXISTING SIGN: EXISTING TYPE A SIGNS MAYBE REMOVED AND STORED BY CONTRACTOR UNTIL READY TO REINSTAI_LAT PROPOSED LOCATION. SIGNS DAMAGED BY THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED ATTHE CONTRACTORS COST. ALL C& S FOR THE SIGN REMOVAL, STORAGE, AND REINSTALLATION SHALL BE CONSIDERED INCIDENTAL TO THE "REMOVAL OF SIGN" ITEM AND NO SEPARATE PAYMENT WILL BE MADE. RA REK4OVE A TYPE'WSIGN ASSEMBLY CO STS OF: ONE OR MORE SIGNS -INSTALLED ON ONE OR MORE POSTS -EITHER DIRECTLY MOUNTED TOTH OST. OR MOUNTED TO THE POST WITH SPECIAL SIGN MOUNTING BRACKETS UNLESS STATED OTHERWISE IN THE PLANS, ALL P S SHALL BE REMOVED WITH THE SIGNS AND BRACKETS. THE CONTRACTOR SHALL REMOVE EACH SIGN ASSEMSL NTIFIED IN THE PLANS. STEEL POSTS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER MATERIAL EMOVED SHALL REMAIN THE PROPERTY OF THE DOT. EACH SIGN ASSEMBLY REMOVED SHALL BE DISASSEMBLED BEFORE DELIVERY TO THE DOT. FOR TYPE A SIGN ASSEMBLIES, THE CONTRACTOR SHALL UNBOLT ALL SIGNS, SPECIAL MOUNTING BRACKETS, AND POST FROM EACH OTHER. CARE SHOULD BE TAKEN NOT TO DAMAGE THE DISASSEMBLED MATERIALS. HOLES REMAINING FROM THE REMOVAL OF WOOD POSTS SHALL BE BACKFILLED AND RESTORED TO THE NORMAL SURROUNDING CONDITIONS. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NO SEPARATE PAYMENT WILL BE MADE. THE CONTRACTOR SHALL DELIVER THE REMOVED SIGNS, SPECIAL SIGN MOUNTING BRACKETS, EXTRUDED ALUMINUM PANELS, AND WOOD POSTS TO A DOT STORAGE AREA WITHIN 50 MILES OF THE PROJECT LOCATION. CONCRETE FOOTINGS FOR STEEL POSTS ARE NOT CONSIDERED PART OF THE SIGN ASSEMBLY. ALL COSTS FOR THE SIGN ASSEMBLY REMOVAL AND DISASSEMBLY, POST REMOVAL, RESTORATION OF THE SURROUNDING CONDITIONS, AND DELIVERY TO THE DOT SHALL BE CONSIDERED INCIDENTAL TO THE "REMOVAL OF SIGN" BID ITEM AND NO SEPARATE PAYMENT WILL BE MADE. DW DRILLWOODPOST ALL 4"x6" WOOD POSTS SHALL BE MODIFIED BY HAVING TWO 1 )4" HOLES DRILLED PERPENDICULAR TO GENTERLINE. HOLES SHALL BE DRILLED AT 4"ABOVE GROUND LINE AND 18" ABOVE GROUND WVE.�F PLAN SI -111 FOR DETAIL. .ice TABULATION 'POSTS SHN-L BE TELSPAR C'x Tx4'STUD VOTH I.T,4Xt7VX 1T POST) OR APPROVEDEOL!AL ATERIALS FOR TYPE'A'SIGNS REFER TO STANDARD ROAD PLANS SI -101, 111, AIS1 r-19oS1 MQD PIED POST ID DIA. OF SIGN LOCATION STATION POSTS REQUIRED OB -24-06 TY ' SIGN MOUNTING BRACKETS INSTALLATION REMARKS NO. OF POSTS PERF. 54 STEETRAVEL--- TUBE' 4"x6" WOOD ONE ONE POST TWO POST BRACKET UX. BRAT ET C' H BRACKET F BRACKET F1 BRACKET TYPE DX' FT OX' FT FT FT ___-- — MOSS RIDGE RD. RR RELOCATED STATION: 83+54 L W6-2 85+10 R NB 1 30x30 6.25 EBR -1 EB 126+00 1 12.5 1 6 7 24x30 WBR-1 WE 126+00 1 125 1 6 7 WBR-2 EBR -2 WB WE 134+50 138+00 1 1 125 12.0 1 1 B 7 SB WBR-3 WB 139+00 1 1Z.0 i 6 7 91+05C BR -4 WE 140+25 1 12.0 W6-1 6 7 W R kWAY1 .71188-1+5 NB 910 t 13.0 1 12 7 DW _«" . I SB 93+41 t 8 1 1 -... 3 5 RA -2 NB 94+20 1 13.0 1 t2 7 DW -3I NB 97+00 1 13.0 1 12 DW 913R-1 I .N R-4 I SB NB 99+50 100+DO 1 7 13.0 73.0 1 t 12 12 7 T OW DW R-2 SB 101+50 7 13.0 1 12 7 DW LS$R-3I SB 103+50 1 13.0 7 12 7 DW SBR -4 SB 106-00 1 13.0 1 12 7 bwl HER NBR-6 NB NB 106+00 106+00 1 1 13.0 12.0 1 1 12 12 7 7 DW NBR-7 NIS 1 106+00 1 12.0 1 12 7 _ Rib 816-3 1D6+56L NB 1 _ _ RR _ RELOCATED STATION: 111+00L TOTALS 18 105.5 117 TOTAL WOOD POSTS =9 TOTAL STEEL POSTS =9 Eli SHIVEHATTERY UOv RepNq IA • b a CRy, W • Lea 1., IA SH a atlary, 28 4 NpNg la Dt a w C Ip a 522 5 N`AA4 81: p DATE 06-2 NI3 PRDJ"T RJVOE9 S1gET STTELS MOIi iL• BIP.LVPU IL•Cbimpp lL (319) 3543Wo• F. 3545921 wca20 er: arx nnro os-zo-�s JUHNSDN COUNTY - 112327-1 TRAFFIC SIGNAGE QUANTITIES _. _. _—_ ___ N.03 SUMMARY OF TYPE'A' SIGNS TABULATION OF EXISTING SIGNS TO BE REMOVED MODIFIED POSTI MUTCD ID 190-62 OB -24-06 SIGN NUMBER OR DESCRIPTION LOCATION STATION (APPROXIMATE) DI F RAVEL TYPE ASSEMBLY (EACH) TYPE 'S" ASSEMBLY (EACH) RB REMOVE&REINSTALL EXISTING SIGNS TYPE"A' TYPE "B" (EACH) (EACH) RR RR CONCRETE FOOTING (EACH) RF SUPPORT STRUCTURE & FOOTING (EACH) RS APPLICABLE SIGNING NOTES REMARKS HIGHWAY 1 R6 -1L, R7-1 i 83+54 L _ SB 1 24 x 30 1 WBR-2 W4 -2R RR RELOCATED STATION: 83+54 L W6-2 85+10 R NB 1 30x30 6.25 WBR-3 W9-1 RA 36x36 W33 88+38L SB 24x30 i! RR__ RELOCATED STATION: 1 D1+50L R2-1, R5.1 89+70 R NB _ t DENA W6-2 RR RELOCATE R2-1 ONLY, STATION 100+OOR W2-1 90+60L I SB i 18 x 18 2.25 NSR -2 I RA 36x36 WWZFr 91+05C NB t 36 x 38 9.0 SBR -3 W6-1 RA 36-x 36 W R 91+58 C NB t 36 x 36 9.00 RA OM -2 _ 91+60 C I SB i _..._ RA D2-1 92+95 L SB / TOTALS RR RELOCATED STATION: 93+00 L W6-1 96+34L SB t RA D1 -27k 96+38 R UP 1 RR RELOCATED STATION: 103+00 L W14-3 99+40L SB 1 RA W14-3 10D+' 2L SB 1 RA M1-5 102+861 NB 1 RR RELOCATED STATION: 106+00 L 814-3 R1 105+06F NB 1 RA _ Rib 816-3 1D6+56L NB 1 _ _ RR _ RELOCATED STATION: 111+00L TOTALS 10 6 Eli SHIVEHATTERY UOv RepNq IA • b a CRy, W • Lea 1., IA SH a atlary, 28 4 NpNg la Dt a w C Ip a 522 5 N`AA4 81: p DATE 06-2 NI3 PRDJ"T RJVOE9 S1gET STTELS MOIi iL• BIP.LVPU IL•Cbimpp lL (319) 3543Wo• F. 3545921 wca20 er: arx nnro os-zo-�s JUHNSDN COUNTY - 112327-1 TRAFFIC SIGNAGE QUANTITIES _. _. _—_ ___ N.03 SUMMARY OF TYPE'A' SIGNS 190-66 MODIFIED POSTI MUTCD ID QUANTITY EACH SI]_E INCHES SHEETALUMINUM SF MOSS RIDGE RO. BREA 1 24x30 5.00 I WBR-1........... 32-1 1 24 x 30 5.00_ WBR-2 W4 -2R 1 36 x 36 _ 9.00 EBR -2 W3-3 30x30 6.25 WBR-3 W9-1 1 36x36 BOO WBR-0 __—._-- R2-1 1 24x30 5.00 HIGHWAY 1 DENA W6-2 1 - 36.36 9.00 SBL -1 OM -2 1 18 x 18 2.25 NSR -2 W9-1 1 36x36 0 NBR-3 W4 -2R 1 36 x 38 9.0 SBR -3 W6-1 1 36-x 36 9.00 SBR -4 W3-5 1 36 x 36 9.00 TOTALS 12 86.50 Eli SHIVEHATTERY UOv RepNq IA • b a CRy, W • Lea 1., IA SH a atlary, 28 4 NpNg la Dt a w C Ip a 522 5 N`AA4 81: p DATE 06-2 NI3 PRDJ"T RJVOE9 S1gET STTELS MOIi iL• BIP.LVPU IL•Cbimpp lL (319) 3543Wo• F. 3545921 wca20 er: arx nnro os-zo-�s JUHNSDN COUNTY - 112327-1 TRAFFIC SIGNAGE QUANTITIES _. _. _—_ ___ N.03 n SIGNING NOTES RR REMOVE AND REINSTALL EXISTING SIGN: EXISTING TYPE A SIGNS MAYBE REMOVED AND STORED BY CONTRAR UNTIL READY TO REINSTALL AT PROPOSED LOCATION. SIGNS DAMAGED BY THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED AT T CONTRACTOR'S COST. ALL COSTS FOR THE SIGN REMOVAL, STORAGE, AND REINSTALLATION SHALL BE CONS ED INCIDENTAL TO THE "REMOVAL OF SIGN" BID ITEM AND NO SEPARATE PAYMENT WILL BE MADE. RA REMOVE EXISTING TYPE A SIGN ASSEMBLY A TYPE'A' SIGN ASSEMBLY CONSISTS OF: - ONE OR MORE SIGNS - INSTALLED ON ONE OR MORE WOOD POSTS - EITHER DIRECTLY MOUNTED TO THE POST, OR MOUNTED TO THE POST WITH SPECIAL SIGN MOUNTING UNLESS STATED OTHERWISE IN THE PLANS, ALL POSTS SHALL BE REMOVED WITH THE SIGNS AND BRACKETS. THE CONTRACTOR SHALL REMOVE EACH SIGN ASSEMBLY IDENTIFIED IN THE PLANS. STEEL POSTS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHER MATERIALS REMOVED SHALL REMAIN THE PROPERTY OF THE DOT. EACH SIGN ASSEMBLY REMOVED SHALL BE DISASSEMBLED BEFORE DELIVERY TO THE DOT, FOR TYPE A SIGN ASSEMBLIES, THE CONTRACTOR SHALL UNBOLTALL SIGNS, SPECIAL MOUNTING BRACKETS, AND POST FROM EACH OTHER. CARE SHOULD BE TAKEN NOT TO DAMAGE THE DISASSEMBLED MATERIALS. HOLES REMAINING FROM THE REMOVAL OF WOOD POSTS SHALL BE BACKFILLED AND RESTORED TOTHE NORMAL SURROUNDING CONDITIONS. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NO SEPARATE PAYMENT WILL BE MADE. THE CONTRACTOR SHALL DELIVER THE REMOVED SIGNS, SPECIAL SIGN MOUNTING BRACKETS, EXTRUDED ALUMINUM PANELS, AND WOOD POSTS TO A DOT STORAGE AREA WTHIN 50 MILES OF THE PROJECT LOCATION. CONCRETE FOOTINGS FOR STEEL POSTS ARE NOT CONSIDERED PART OF THE SIGN ASSEMBLY. ALL COSTS FOR THE SIGN ASSEMBLY REMOVAL AND DISASSEMBLY, POST REMOVAL, RESTORATION OF THE SURROUNDING CONDITIONS, AND DELIVERY TO THE DOT SHALL BE CONSIDERED INCIDENTAL TO THE "REMOVAL OF SIGN" BID ITEM AND NO SEPARATE PAYMENT MALL BE MADE. DW DRILL WOOD POST ALL 4"x6" WOOD POSTS SHALL BE MODIFIED BY HAVING TWO 1 )¢" HOLES DRILLED PERPENDICULAR TO THE ROADWAY CENTERLINE. HOLES SHALL BE DRILLED AT 4" ABOVE GROUND LINE AND IB"ABOVE GROUND LINE. REFER TO STANDARD ROAD PLAN SI -111 FOR DETAIL. TABULATION OF MATERIALS FOR TYPE'A' SIGNS 190.51 MODIFIED POST ID 'MMSHALLBETELSPARI2"x2'xd STUBWITHIJFXI]Fx12P=)ORAPPRWMMUAL REFER TO STANOARO ROAO PIANS i, t11,&131. QUANTITY EACH SIZEs'BFi%ALU[nUM INCHES "}'ASF POSTSERFREQUIRE. D TYPE'W SIGN MOUNTING BRACKETS INSTALLATION 19052 DIA. SIGN LOCATION NO. P SO 4" x ONE TWO AUX. W4 -2R 1 36.36 019.00 08 -2d -OB _.... WS -3 W9-1 ::P:O:STlOF 30 x 30 _. _ 36x36 OF STEEL WOOD D POST POST BRACKET H F F1 DIM. DIM. REMAR TRAVEL W6-2 POSTS TUBE' BRACKET BRACKET OM -21 BRACKET BRACKET BRACKET TYPE FT W9 -t - OR 36x36 STATION OF FT FT ASSEMBLY 38 u 38 - 30-. 24x 24x30 FT FOOTING 'STRUCTURE SIGNING FT FT FT _SBR SBRd (APPROXIMATE) TRAVEL (EACH) (EACH) PE "A" TYPE"B" FT &FOOTING NOTES REMARKS MOSS RIDGE RD. EBR -1 EB 126+00 1 12.5 (EACH) 1 6 7 WBR-1 WB 126+00 1 12.5 1 6 7 WBR-2 WB _- 134+50 1 12.5 RR RF 1 6 7 EBR -2 WB 138+0 1 12.0 1 8 7 WBR-3 WB 139+00 1 120 t 6 7 t 6 7 WBR-4 WB 140+25 1 12.0 HIGHWAY 1 NBR-1 NB 91+50 1 _- 13.0 1 1 12 7 SBL -1 SB 93+41 1 8 9 5 NBR-2 NB 94+20 1__- 130 i — t__. 12 7_ _. OW NBR-3 NB 97+00 1 1 73.0 1 12 7 DW SBR -7 SB 99+50 1 1 13.0 t 12 7 DW NBR-4 NB 100+00 1 _ 13.0 1 12 7 DW SBR -2 SB 101+50 1 1 13.0 1 12 R4-7, OM -2 OW SBR -3 SB 103+50_ _ 1 __. ,130 _ 1 _72 7 _DW SBR -4 Se 106+06 1 13.0 1 _ __. _ _. i -.. RELOCATED S_TATION_9jtDOL 7 _.. _- DW TOTALS 15 81.5 104 NB SB 1 1 TOT DPOSTS=8 TOTAL STEEL POSTS =7 ZZ SHIVCFIRTTCRY� CNd bw SnsHettx,Nop ytew�e 6m5 oXAvnsas_14_2013__+ JOHNSON COUNTY Xo ccT nuxeca 1123271 ' TRAFFIC SIGNAGE QUANTITIES C.Mn Ro* IP. lore GLLy, XO SHEETS Law, IL. Blown eeuco ar, am vnreos-w-zau NO3 SUMMARY OF TYPE'A' SI S 'r3s�+66 MBrBfFIED POST ID MUTCO ID QUANTITY EACH SIZEs'BFi%ALU[nUM INCHES "}'ASF MOSS RIDGE RD. 19052 EBR -1 WBR-1 R2-1 R2-1 TABULATION OF EXISTING SIGNS TO EMOVED W4 -2R 1 36.36 019.00 08 -2d -OB _.... WS -3 W9-1 1 1 30 x 30 _. _ 36x36 _- ^76.25_ 9.00 WBRA R2-1 1 24x30 REMOV REINSTALL -'"• SIGN NUMBER W6-2 LOCATION DIA. TYPE "A" SIGN TYPE "B" SIGN OM -21 LNG SIGNS CONCRETE SUPPORT APPLICABLE W9 -t - OR 36x36 STATION OF ASSEMBLY ASSEMBLY 38 u 38 - 30-. 24x 24x30 � 9.00 5.00 500 FOOTING 'STRUCTURE SIGNING 36x36 36x36 DESCRIPTION _SBR SBRd (APPROXIMATE) TRAVEL (EACH) (EACH) PE "A" TYPE"B" (EACH) &FOOTING NOTES REMARKS (EACH) (EACH) (EACH) ORB RR RR RF RS HIGHWAY R6 -IL, R7-1 83+541 SB _ _- 1 RR RELOCATED STATION 83+$4 L Wo -2 85+10R NB 1 RA W3-3 88+38 L SB 1 i RR RELOCATED STATION: 101+50 L R2-1, RS -1 89+70 R NB 1 RA W2-1 90+60L SB 1 RA W4 -2R _ 91+C N _ RA W4 -2R 91+5858 C NBS 1 RA R4-7, OM -2 91+60 C SB 1 RA 02-1 92+95L SB 1 _ __. F2R _ RA RELOCATED S_TATION_9jtDOL Wa'-1 96+34 L SB 1 D1 -2A -"'-96+38_R __. 99+401 NB SB 1 1 _.. RA RA W14-3 W143 100+12L SB 1 RA TOTALS 11 3 SHIVCFIRTTCRY� CNd bw SnsHettx,Nop ytew�e 6m5 oXAvnsas_14_2013__+ JOHNSON COUNTY Xo ccT nuxeca 1123271 ' TRAFFIC SIGNAGE QUANTITIES C.Mn Ro* IP. lore GLLy, XO SHEETS Law, IL. Blown eeuco ar, am vnreos-w-zau NO3 SUMMARY OF TYPE'A' SI S 'r3s�+66 MBrBfFIED POST ID MUTCO ID QUANTITY EACH SIZEs'BFi%ALU[nUM INCHES "}'ASF MOSS RIDGE RD. EBR -1 WBR-1 R2-1 R2-1 1 1 24x30 24 x 30 5.00 WBR-4 W4 -2R 1 36.36 019.00 EBR -2 _ WBR-3 _.... WS -3 W9-1 1 1 30 x 30 _. _ 36x36 _- ^76.25_ 9.00 WBRA R2-1 1 24x30 5.00 •• HIGHWAY 1 -'"• NBR-1 W6-2 1 36x36 9.0 SBL -1 OM -21 18 x 1 B 2.25 _ -N-BR-.-2— W9 -t - -- 1 -- 36x36 9.00 NBR-3W4-2R SBR -1 NeR-4 - _-W2-1 ---__—1 W21 1 1 38 u 38 - 30-. 24x 24x30 � 9.00 5.00 500 -3 .._ W6-1 W35 1 .__ 1 36x36 36x36 _ 9.00 - 9.00 _SBR SBRd TOTALS 14 106.50 SHIVCFIRTTCRY� CNd bw SnsHettx,Nop ytew�e 6m5 oXAvnsas_14_2013__+ JOHNSON COUNTY Xo ccT nuxeca 1123271 ' TRAFFIC SIGNAGE QUANTITIES C.Mn Ro* IP. lore GLLy, XO SHEETS Law, IL. Blown eeuco ar, am vnreos-w-zau NO3 I ' LOCA"ION CONTROLLER STATION OFFSET '. 'PHASES TYPE FUNCTION I RKS 89+30.89 98L0L 8 '� A LOCAL CONDUIT QUANTIT LOCATION STATION NOTES: 1. COYTROLLER 848E RISER TO 8E COMMERCIALLY AVA!LABLEALUMINUM 24'R SER OR SIMILAR DIMENBICNB. TRAFFIC SIGNALIZATION QUANTITIES BASES DEPTH OIA (FT) (FT) WIRE QUANTITIES C1 4 PLC � "PVC ..__L� From ToDistanceshedTrenchedshed et 69+E398 TrenchedPushedTrenc E 15 9.5 689.BD Control 38.0018 149C 0 34 ]C 890.15 144C 301C OHN1 81C I E.... C 63C 125M j12 MM F.O. HH1 HH2 VIOEO PRfAfd From To Distance Slack No. Total � TRAF,�IC SIGNALIZATION LUMP SUM ITEM QUANTITIES Total No. Total No. Total No. Total ' No. Total No. Total No. Total No. Total Pole Control 18.00 25.50 ' I 83 As euik E ' ] --- 43.50 HNS HN9 .00 115 T Control HHS 23.00 62.00 3 255.00 3 255.00 6 5100.0 2 1]0.00 � "= Item Unit 0.uanlRy 4uantity 1 � 85.00 5 425.00 1 85.00 'I HHl Bl 11.00 14.00 � 1 29.00 1 38.00 2 p 1 80.00 1 LY IT 81 2 130.00 1 ]5.00 HNS HH2 12].00 j_56.00 1 14].00 2 286.00 3 2 286.00 1 143.003 Cabinet&Controller, 0-phase wf accessories L5 1 '' 118.00 1 ]4.00 1I14.00164.00HM2 �7�4 HH3 90.008.001 �ytroli inet Cabinet MDdifcations (HWV 1/Northgate Or ' ''.. 302.00 3 102.00 1 102.00 2 'I 204.00 NH3 03 ].00 6.00 nierseRpn) LS 1 68.00 1 13.00 2 I. 126.00 ' HHI HH4 115.00 16.00 I 135.00 1 18fi.00 1 131.00 1 .00 1 133.00 3 13L00 1 131.00 ' HH4 Be 9.00 6.00 1 i 19.00 I 90.00 1 90.00 i 15.00 1 ]0.00 1 15.00 p� Vehicle Signal Head -R,V,G w{backplate, 65.00 NH3 HHS 294.00 62.00 I 35fi.00 1 356.00 LL �� mast arm mounted EA J 1 352.00 1 352.00 1 Ex MH Ex Control 60.00 62.00 �� ' ' I 122.00 1 122.00 TOTALS 603.00 929.00 ick Signal Mead-0.,Y,G w/backplate, I side- -pale mounter ' EA 3 656.50 915.00 1,5'14.00 160.00 C�'raf8c Signal Heads Vehitle5 al Head -<q,<Y,<G w/backplate, 1.V mast-arm m ted EA 3 Vehicle Signal -<P,<V,<FVpG backplate, mast -ar Quoted '.. EA 1 Vehicle Signal Head -R, ,Y>,G>w/S.O.P. EA I Detection Herb Vantage Vector Video dor Detection System t6 i Power Supply fleQrkal6ervke EA 3 Handh0le-RM-38, TVPE1 EA 4 ! Handhples Handhole-RM-30, TYPE EA 1 Signal Cable LF 603 signal Cable-141C L 929 signal Cable-144C LF LNire and Cable (Tracer Wire-10 SC 6 43 (Includes quan[IIies Luminaire Wire-81C I 1,14 wkhin signal poles, mastarms, or handhole ,Power Cable-63C UF 44 slack) Ground Wire-61C LF 613 Fiber Optic Coble-125ingle/12 Mukimode Vltleo,Bada! LF LF 915 1,574 1 ' PR Camera LF 160 2" HDPE (50R 11)Trenched OF 592 2' PVC (SCH 80)Trenched IF 18 Conduit 3' PVC (SCH 80) Trenched LF 83 4" PVC (SCH 00) Pushed LF 336 _ (Pole Footing-3.5'dia.Xi6'0"depth i EA_ 2 Pole Footing-3'tlia.%15'0"depth � FA 1 Concrete Footings ]Pole Footing -3'dla %13'0"depth EA 1 !Cabinet Footing w/alum num r'ser EA 1 Combination Signal POIe/LuminaireArm - gaivanixedsteel w(40'mast arm EA 1 Combination Signal PoleJLuminaire Arm - Traffic Signal Poles galvanized steel w/55'mast arm EA i Combination Signal Pck/Luminaire Arm - galvanizedsteeiw/]0'mastartn EA E LED luminaires EA 4 MTs ICOIor per/Tit/Zoom Observation Gmera (system M 1 Traffic Sign-R3-SL FA 3 Traffic Sign-D3-1 (Provided by Cdy) - I Signs Traffic Sign-RSP12 EA 1 Traffic Sign-RSD-IDL f 3 TraficSign -Special {see sign"C"sheet MOB) _J i x SHIVCHATT_RY Ceder RaPN4 U • IPaa CLLy, U •Dee MobsA w StMHari Ix 2981 NONgate Odq loan M law 64216 ILP _N BY. OBF ➢PTEA p5y5-3013 JOHNSON COUNTY PRL.,EL NUN6ERJ 112327-1 TRAFFIC SIGNALiZATiON QUANTITIES i SHEET TOTAL No EETs N 04 CNG9J. Marine,IL &oInn 9Nge• E 3%ss1-6oa•Fa pOswayz CHECOE9 BY, eNi (IAT_ 95-15-2N3 I ' LOCA"ION CONTROLLER STATION OFFSET '. 'PHASES TYPE FUNCTION I RKS 89+30.89 98L0L 8 '� A LOCAL CONDUIT QUANTIT LOCATION STATION NOTES: 1. COYTROLLER 848E RISER TO 8E COMMERCIALLY AVA!LABLEALUMINUM 24'R SER OR SIMILAR DIMENBICNB. - BASES DEPTH OIA (FT) (FT) WIRE QUANTITIES C1 4 PLC � "PVC 2"PVC From ToDistanceshedTrenchedshed et 69+E398 TrenchedPushedTrenc E 15 9.5 689.BD Control 38.0018 149C 0 34 ]C 890.15 144C 301C OHN1 81C I E.... C 63C 125M j12 MM F.O. HH1 HH2 VIOEO PRfAfd From To Distance Slack No. Total No. Total No. Total No. Total No. Total ' No. Total No. Total No. Total No. Total Pole Control 18.00 25.50 ' I 83 ]. ' ] 3 43.50 HNS HN9 .00 115 Control HHS 23.00 62.00 3 255.00 3 255.00 6 5100.0 2 1]0.00 4 3 .00 2 1]0.00 1 � 85.00 5 425.00 1 85.00 'I HHl Bl 11.00 14.00 � 1 29.00 1 38.00 2 p 1 I ' LOCA"ION CONTROLLER STATION OFFSET '. 'PHASES TYPE FUNCTION I RKS 89+30.89 98L0L 8 '� A LOCAL CONDUIT QUANTIT LOCATION STATION NOTES: 1. COYTROLLER 848E RISER TO 8E COMMERCIALLY AVA!LABLEALUMINUM 24'R SER OR SIMILAR DIMENBICNB. - BASES DEPTH OIA (FT) (FT) WIRE QUANTITIES C1 4 PLC � "PVC 2"PVC From ToDistanceshedTrenchedshed et 69+E398 TrenchedPushedTrenc E 15 9.5 689.BD Control 38.0018 149C 0 34 ]C 890.15 144C 301C OHN1 81C I E.... C 63C 125M j12 MM F.O. HH1 HH2 VIOEO PRfAfd From To Distance Slack No. Total No. Total No. Total No. Total No. Total ' No. Total No. Total No. Total No. Total Pole Control 18.00 25.50 ' I 83 ]. ' ] 3 43.50 HNS HN9 .00 115 Control HHS 23.00 62.00 3 255.00 3 255.00 6 5100.0 2 1]0.00 4 3 .00 2 1]0.00 1 � 85.00 5 425.00 1 85.00 'I HHl Bl 11.00 14.00 � 1 29.00 1 38.00 2 19].00 1 80.00 1 25.00 336 81 2 130.00 1 ]5.00 HNS HH2 12].00 j_56.00 1 14].00 2 286.00 3 2 286.00 1 143.003 429.00 HH2 B28.00.00 118.00 1 ]4.00 1I14.00164.00HM2 �7�4 HH3 90.008.001 302.00 3 102.00 1 102.00 2 'I 204.00 NH3 03 ].00 6.00 2 18200 '.. 1 13.0 3 68.00 1 13.00 2 I. 126.00 ' HHI HH4 115.00 16.00 I 135.00 1 18fi.00 1 131.00 1 .00 1 133.00 3 13L00 1 131.00 ' HH4 Be 9.00 6.00 1 i 19.00 I 90.00 1 90.00 i 15.00 1 ]0.00 1 15.00 1 65.00 NH3 HHS 294.00 62.00 I 35fi.00 1 356.00 HHS Ex MH 298.00 54.00 1 352.00 1 352.00 1 Ex MH Ex Control 60.00 62.00 ' I 122.00 1 122.00 TOTALS 603.00 929.00 0 1,146.00 656.50 915.00 1,5'14.00 160.00 CONTROLLER ROLLER & EQ MENT ' LOCA"ION CONTROLLER STATION OFFSET '. 'PHASES TYPE FUNCTION I RKS 89+30.89 98L0L 8 '� A LOCAL CONDUIT QUANTIT LOCATION STATION NOTES: 1. COYTROLLER 848E RISER TO 8E COMMERCIALLY AVA!LABLEALUMINUM 24'R SER OR SIMILAR DIMENBICNB. - BASES DEPTH OIA (FT) (FT) _........_ TOP OF NOTES FOOTING. C1 4 PLC � "PVC 2"PVC From ToDistanceshedTrenchedshed et 69+E398 TrenchedPushedTrenc E 15 9.5 689.BD Control 38.0018 5Y.r8R t14.AEft 0 i9 9 890.15 Central OHN1 23.00 E.... C 4fi 89200 E90A0 HH1 HH2 NH1 el 11.00 11 HH3 BC+8211 ' HHS HIT U!1 00 121 MM4 90+58.15 I 61.38L HH2 82 8.00 HHS 8 6128 L 1 H2 HH3 94.00 94 ' H 83 ]. ' ] HNS HN9 .00 115 ' HH4 B4 9.00 9 ' HHS 294.00 294 ' HITS 298.00 298 OTAL8 336 81 18 592 CONTROLLER ROLLER & EQ MENT ' LOCA"ION CONTROLLER STATION OFFSET '. 'PHASES TYPE FUNCTION I RKS 89+30.89 98L0L 8 '� A LOCAL - .TEM# LOCATION STATION NOTES: 1. COYTROLLER 848E RISER TO 8E COMMERCIALLY AVA!LABLEALUMINUM 24'R SER OR SIMILAR DIMENBICNB. BASES & PULLBOXES _ - .TEM# LOCATION STATION OFFSET TYPE BASES DEPTH OIA (FT) (FT) _........_ TOP OF NOTES FOOTING. C1 89-34 .09 95.00'L 69990 et 69+E398 6035L E 15 9.5 689.BD B2 B9�]294 5Y.r8R t14.AEft 0 i9 9 890.15 B9 09 90+6985 9Mea 22 8955'L E.... C 15 35 15 3 89200 E90A0 HH1 HH2 0&4382 69W3.T2 l2]3'L i 9537R 2 i 690 t0 60980 HH3 BC+8211 56.]8'4 1 BY2.65 MM4 90+58.15 I 61.38L t 69050 HHS 08+53.00 6128 L 1 687,S) _ _ _ o ,s w impOINNNONT SCALE IN FEET �TO NORTHGATE DR SIGNAL CONTROLLER. SEE SHEET N.06 FOR LOCATION a �I HH 1 CONTROLLER STA:89+ STA: 89+34.89 C1 r OS:72:73' OS: 95.00'L � I I STA: 90+64.22 OS: 89.55'L B4 HH4 8g+53:5 T - -- - - OS 80.35 L T - - ;._ -- If —_ -- H� S1 OUTNBONNO -- ---_" U O 1 52 x �G C 89+00 2, \ 66+00 NORTHBOUND 22\ SIGNAL SEQUENCE CHART ITEM APPR0.4CH STA: 89+63.72 PHASING �n [-ae Aa pai+a DIAGRAMHkAY YIELD CN GREEN AND - B2 IOL NB �y x�� MOSSIRIDGEf• FFIC SIGNAL FACES k,� •� Moog READ y R A NB f�R4 [LE"TURNURN t URN CiJLV SIGNAL HEAD 01 G2 0 0d — 'm -m _ -w— -o AOYR- RRR- RRR- RRR RRR- RRR- RRR- R 21 /- Q RRR- GYR- RRR- RRR- RRR- RRR- RRR- R �2 RRR- RRR- GYR- RRR- RRR- RRR- RRR- R /N /.,� A. RRR- RRR- RRR- GYR- RRR- RRR. RRR- R ei Q RRR- RRR- RRR- RRR- GYR- RRR- RRR- R M.. RRR- RRR- RRR- RRR- GYR- GYR- RRR- R LRRR- RRR- FYYR- RRR- RRR- GYR- RRR- R et QQ RRR- RRR- RRR- RRR- RRR- RRR- GYR- R PEDESTRIANPHASE OIRECTof OFiRAVEL lPROTECTED - PERMITTED SH IVC-:FIA-rTGR`r __- -- HH 2 ITEM APPR0.4CH STA: 89+63.72 - POLE NOTEG OS 55.37'R YIELD CN GREEN - HH2 _ - B2 IOL NB 9 URN SIGt RID IOL NB FFIC SIGNAL FACES SPECT EB R R rR R Y G fG 22 AA A 4R fi1 Q 52 62 81 63 62 83 HH 4 -STA: 90+58.15 91+00 1r, 0 I. t V 1. -- - T ----s©�_-_-- _ ------ ___—___ J - 92+00 I` HWY 1 NORTHBOUND HH 3 BAS -Sfi'A 90+62.11 STA: 9 9.85 OS 56.78' R - -OS 54:46' - 63 --. - ' --- HH3 �+ BASE 2 U OS: 57.76"R b SIGN TABULATION ITEM APPR0.4CH MOUNT - POLE NOTEG RIO 12 N2 YIELD CN GREEN RioIOL SB 1URN SIGNALRio IOL NB 9 URN SIGt RID IOL NB 9 URN SIGNAL. SPECT EB 2 URN YIELD 09RASHINGYEILGW R3& NB 1 URNLNLV R A NB f�R4 [LE"TURNURN t URN CiJLV R9A S9 2 URN ONLY D11 SB 1 IDGE- EB 2 ST WH n ST J I . LENS ANDARREWS TO BE LED, CMV Rw dk w • bxn Cry. w . °ae MONq w BMNH911M/. bC 2119{ NRNw%W Rt C:Y. 1. =4 '. ONAWN BY, DAF LATE, OS -15-203 hWka. R • BkgMpta{ IL • CNxp52 PMI Yv m - Rk,f"8'i4 m CNELREP eY' . vOTI03-IS-20.. JOHNSON COUNTY Utz - TRAFFIC CONTROL SIGNS =ars cam lF®RNLEItT �fTTU_wu IN 4 ' or lc e� TURN YI°^L"°Moss Ridge Rd. Do �St.SIGNAL D3-1 031 R10-12 R10 -10L SPECIAL R3-51. 24"X30' 24" X 30" 24'X W' 24' X 30" NOTE: TEXT FOR SIGNS'E' AND'F' SHALL BE CLEARVIEW FONT AND WILL BE PROVIDED BY aRa.ccr MMRER j 112327-1 TRAFFIC SIGNAL PLAN F t F I CONNECT FIBER OPTIC INTERCONNECTION TO EXISTING CONTROLLER '--- zzz t _ f `i1 '. 2 - 294' HDPE. 2" T NCHED l t \ ONE CONDUIT FOR F URE USE 1 1 / 12MM F.O. 2 - 298' HDPE. 2", TRENCHED 1 NO 10 1C TR ONE CONDUIT FOR FUTURE USE ' \` , — HH 5 — 1 12SM t 12MM F.O. A 864-53.00 J 1 NO 10 1C TR - TO SOS 81.78 L 90 EXISTING CONDUIT - 1 12SM / 12MM F.O. 1 NO 10 1C TR d A NORTNB�LINO - l 1, FSEE SHEET N.07 FOR INTERSECTION WIRING DETAILS 66 ,� SCAT£ N 'ET ttim A6o�a u, wn cmc. w , oe. Ame., w SIIMJICIIM. VG Y9.M' NMIf Wpb GNA bM C145 bM 69A6 CRFVN HY ORF OPTED YS-:5-NI3 ML t.:i "Wtlt4 NNW SHLt Il l SHIVEFIATTE--RY Ha -aa em cfty, Nmw p»sssawN� a pmas �z — JOHNSPN COUNTY 2327-1 CABLING PIAN 1 NO. 147C SIG 2 NO. 14 4C SIG _ (FOR FUTURE EQUIPMENT) 1 NO. 14 9C PED _ 1NO. 81C LUM 1 NO. 10 10 -TR 1 NO. 61C GR 2 VIDEO 1 PTZ CAM 3 NO. 14 7C SIG 6 NO. 14 4C SIG (FOR FUTURE EQUIPMENT) 3 NO. 14 9C PED 4 NO. 8 IC LUM 2 NO. 101C TR ----------------- ____ ----- 2 NO. 6 1C GR 294' HDPE 2" TRENCHED 1 12SM 712MM F.O. C1 ONE CONDUIT FOR FUTURE USE 5 VIDEO 1 12SM t 12MM F.O. 1 PTZ CAM 1 NO 10 1C TR ,i. \� 61 18' PVC 2" TRENCHED d,• i. _..,.___ 63 i — E- HH1 , PVC 4' PUSHED , - -` sz - 1 NO 14 7C SIG- -- 3 NO 14 4C SIG � ��%------------ - - - _ (FOR FUTURE QUIPMENT) 1 NO. 14 9C PED 1 2 NO, 8 1C LUM ' 61 I NO. 10 1CTR 1 NO. 610GR -- 3 VIDEO _-------� HWsourHBOUNU - ----------- -- --------- -------------------------- 52 _ — -- _o- ', y „ sz 89+00 HWY 1NORTHBOUND 22 _ (�-------------------- - -- ------ l zpz , 2 , HH2 / B2 1 NO. 14 7C SIG 1 NO. 144C SIG (FOR FUTURE EQUIPMENT) 1 NO. 14 9C PED 1 NO. 8 IC LUM 1 NO. 101CTR 1 NO. 6 1 GR 1 VIDEO ►T.►lr_Te3:rTAIM 1 NO. 14 4C SIG 1 NO. 14 9C PED (FO II 1 NO. 8 1C LUM 1 NO, 6 1 C GR 1 VIDEO I Io II O I � II st I 0 52 N � 21 22 0 2 NO. 14 4C SIG 1 NO, 81C LUM 1 NO. 10 1C TR 1 NO. 61C GR 2 VIDEO 9' PVC 3". TRENCHED 1 NO. 14 4C SIG 1 NO. 14 9C PED (FOR FUTURE EQUIPMENT) 1 NO. 81C LUM 1 NO. 10 1C TR 1 NO. 6 I GR 1 VIDEO / ;B1 62 61 HWY 1 91+00 1NORTHBOUND sHIVCFIATTC-RY ueaawm�L.�9:ru sm�wnw. .aesans �cnccxc ar azx narc is-oia { JOHNSON COUNTY ��£��xa�1 112327-1 I CABLING PLAN NI '- --s t.s 7' PVC 3"TR__ FNCHED _ 2NO. 14 4C SIG 1 NO. 8 1C LUM C 1 NO. 101C TR, 1 NO. 61CGR C% 2 VIDEO -4 i CABLING GUIDE:<� ni NO. 14 7C SIG - 4 & 5 SECTION TRAFFIC SIGNAL H NO, 14 4C SIG - 3 SECTION TRAFFIC SIGNAL HEAD" •• NO. 14 9C PED - PEDESTRIAN PUSH BUTTON / SIGt XL HEA NO. 10 1 C TR - TRACER CABLE C„11 NO. 8 1C LUM - LUMINAIRE NO. 61 C GR- BONDED GROUND NO. 6 1C PWR -POWER CABLE 12SM / 12MM F.O. - FIBER OPTIC INTERCONNECT VIDEO - VIDEO TRAFFIC DETECTION PZT CAM - OBSERVATION CAMERA s® sHIVCFIATTC-RY ueaawm�L.�9:ru sm�wnw. .aesans �cnccxc ar azx narc is-oia { JOHNSON COUNTY ��£��xa�1 112327-1 I CABLING PLAN NI '- --s BASE POLE 1 NOT TO SCALE Moss Ritlge Rd. b ANDCOVERLOCATEDOPPOSITE NL ftls•riI so lSE TLO: LU>: L `2 Y HANOHOLE G BOLTCOVERS 4" MIT HANDHOLE MOTH FRAME VIDEO DETECTION BACKSIDE bIGN'O—/ CAMERA 23' LL OOTRAFFI GROUND LUGLUG OPPOSITE T G TURN M.., BACKSIDE ( VIDEO DETEC =1 J BASE POLE 1 NOT TO SCALE In X RISE 70 i 20 VIDEOIRADAR DETECTON CAMERA CAMERA CAMERA Moss Ritlge Rd. b ANDCOVERLOCATEDOPPOSITE NL OF ONCOMING TRAFFIC so lSE Z R L `2 Y HANOHOLE G BOLTCOVERS 4" MIT HANDHOLE MOTH FRAME VIDEO DETECTION BACKSIDE bIGN'O—/ CAMERA In X RISE 70 i 20 VIDEOIRADAR DETECTON CAMERA CAMERA CAMERA 20' VIDEOIRACAR DETECTION CAMERA 4' Xe" HANDHOLE IMTH FRAME Moss Ritlge Rd. b ANDCOVERLOCATEDOPPOSITE OF ONCOMING TRAFFIC .. Z R GROUND LUG OPPOSITE `2 Y HANOHOLE G BOLTCOVERS 4" MIT HANDHOLE MOTH FRAME N AND COVER LOCATED OPPOSITE FINISHED PAVEMENT_ OOTRAFFI GROUND LUGLUG OPPOSITE HANDNIXE Z VERS b (4REQU (A POUIRED) FINISHED PAVEMENT GRACE—� 20' VIDEOIRACAR DETECTION CAMERA 4' Xe" HANDHOLE IMTH FRAME 1 b ANDCOVERLOCATEDOPPOSITE OF ONCOMING TRAFFIC .. Z GROUND LUG OPPOSITE `2 HANOHOLE BOLTCOVERS I6 REQUIRED) FINISHED PAVEMENT_ Air MESH MAX ABOVE GRADE .USHWTHSIDEP K 20' MDEOIRADAR ....... DETECTION CAMERA BASE PULE Z N07 TO SCALE OR K OR K BASE POLE 3 BASE POLE 4 NOT TO SCALE NOT TO SCALL FftO.ffCi NUMBER SNEET SHEET Cele R,P %lA • ld Clty, A • � MO A mmiHi 1kry, Yn Fi'A NaNgb OfNd bw•a OXy ItlM 6AE96 nRRNN HYD oAF pgiE py{5-QCt3� ND. SHEETS SHIVCI IATTC-RY Mdne a.eaomplena•cN.caa pw ssaswo• F. mw ss4 euz upr. Bw ngiE A -M -ms JOHNSON COUNTY 112327-t TRAFFIC SIGNAUZATION DETAILS N.OB 3"Clearance #5 Ties (Typ) V' Bars My O1 Shape top 11 inches with forms. �2 Install rodent guard. Daces MAST ARM FOOTING DETAIL NOT TO SCALE PULL SL CABLE MOUSEHOLE PULL BOX JUNCTION BOX DETAILS NOT TO SCALE STAINLESS STEEL HEX HEAD BOLT H L� i COVER HANDHOLE DIMENSION FOOTING DIMENSIONSTABLE LENGTH MOTH I DEPTH TYPE P ON TYPE Max Arm Length O O_ Count Si. O O A S 35' 11'-0" V4 12 8 8 12" 8 36-45 16'-0" 3'-0" 12 8 10 12" C 46' - 55' 15'-0" 3'-0' 12 8 10 12" D 56-67 16-0" 3'-O'12 8 10 8" E 61'40 15-0" 3'6" 12 10 10 8" F_1_11 -80 16 Y 3'6' 12 10 10 8" MAST ARM FOOTING DETAIL NOT TO SCALE PULL SL CABLE MOUSEHOLE PULL BOX JUNCTION BOX DETAILS NOT TO SCALE STAINLESS STEEL HEX HEAD BOLT H L� i COVER HANDHOLE DIMENSION TABLE (NOMINAL) LENGTH MOTH I DEPTH TYPE P ON (D) 1 36" 2W' 30" 2 48" 3O' 36" 8' GRANULAR MATERIAL AASHTO M 57 OR 67 CONCRETE COURSE AGGREGATE SERVICE PANEL FURNISHED AND j CABINET I I cae NEr PowEaun INSTALLED BY CONTRACTOR. (SIDE I I I ooax G9LEe OF CABINET TO BE DETERMINED ATTIME OF CONSTRUCTION.) I- R4ER - I RIs a t" GROUND CDNDUn(2D I ANCHOR 9DILS2Q I WIRE DUCT FEIDOFNEW C= 4i+ NOTE: GOORDNAiEPoTHMIDAMERICANENERGYFOR 24" MINE%P NSION CATNETLO—CABINET WIDTH + 6' DEPTH LLMMAIREARMOR 6' SIGNSTRUCTURE ------ WEATHER -TIGHT NOTES: UBIE EMRes lQ SHAPE TOP 10 INCHES SERVICE DETAIL- Q BOLT AND MANUFACTURER PS BOLT NPCCNDUT LOCOCD BY THE R CABINET MOUNTED CONTROLLER CABINET BASE TYPICAL CAMERA INSTALLATION NOT TO SCALE NOT TO SCALE NOT TO SCALE - DAWN DYE DW DATE PROJECT HINDER NF TOTAL SHIVChIAiTCF2Y case RegEqu•4MnCb, IA. Dm MDYwAu 81NSHata.l zax Na Wm rnwvary I°""5225 - -- -- B -m1B_ JOHNSON COUNTY ---- 2527-1 TRAFFIC SIGNALIZATION DETAILS xD.JI MOIhA D- ` 6ypItYIG11L" GYeap; IL (91D) 9.SF3010 • F. 151N %t8D21 LFCCKED DYE &W LATE OYI54Yt3 N.Og cn __ CNJ EEC LLJ C) zas- 7'-3 PEED' LIMIT lL�� R2-1 24" x 30" LINE TYPE AND SYMBOLS LEGEND BLW4 - BROKEN LANE LINE (WHITE) 4" SLW4 - SOLID LANE LINE (WHITE) 4" DCY4 - DOUBLE CENTERLINE (YELLOW) 4" ELW4 - EDGE LINE RIGHT (WHITE) 4" DLW4 - DOTTED LINE (WHITE) 4" CHW8 - CHANNELIZING LINE (WHITE) 8" CHY8 - CHANNELIZING LINE (YELLOW) 8" LW2 - STOP LINE (WHITE) 2' S 6 - SLOPED CURB (YELLOW) 6" MNY - MEDIAN NOSE (YELLOW) 4' RTAW - IGHT TURN ARROW (WHITE) LTAW - LE TURN ARROW (WHITE) RLRW - RIG LANE REDUCTION ARROW (WHITE) ONLY-ONLYW D MARKING (WHITE) f 12a -r0 � 127+00 126+00 -- + _ DGE RD. -- I—— ; — ---- S RI PZIN j W4 -2R 36" x 36" ➢ ,5 N FEET MaLn��BaIE ���•F IIBB� 1 —i - 2327-1 SSHIVCIATTERY 2896 WMPW OMqb40.5 OHVSfN COJNTY JECT NUMBER TRIPING AND SIGNAGE PLAN CHECKER BYE P6 pp-S5E23 NXp. Q SMEEiS Lo to Lo ui cV r 134+00 WBR-2 W4 -2R 36" x 36" RLRW 1i 914MV 136+00 L135+OO nSS RIDGE RD. 137+00 09 D ,5 30'T.x C SCA® (� +w� Cf1 138+t SHIVC-I IATTCRY cwwawOTO ww•aaca.w•oppeoAew SIN"wwy.k 269 MtlpIB4B1.04Y.W b2245 ORAVNBh DR GATE p4 -0-20t3 PROJECT NUMBER EET TOTAL `fikmigtm, • cnlwon IL (9i67 ss6-.'wa • F. prel s5Am2l c cxen nrem DATF� oa-as-zo,a JOHNSON COUNTY 112327-1 STRIPING AND SIGNAGE PLAN N s.EIAL N.11 WBR-3 WBR-4 ARIGHT SPEED LA LIMIT it ENDS .% 125' \� R2-1 W9-1 24" x 30" 0 15 30 36" x 36" SCAIE M :£ET 1 civ LTAW LLJo W4 MOSS RIDGE RD. LTAW �@ >—F5 N cr, 139+00 140+00` --_ � / ��� i .F i - i LW4 .� EBR -2 ONLW /' 1� R� SLW2?x0, I i / W3-3 30" x 30" SEE SHEETS N.13 - N.18 FOR HWY 1 PAVEMENT MARKINGS r _ C3PWN CYC OPF GATE FR31ECT NVMHER / SNENEi SHEETS SHIVEFIATTERY cem lleMEB wawa Cat. m.l w lsnse-F.."m �u moeieo alwa cu.ore ses os-zoia JCHNS7N C7UNT 2327-1 STRIPING ANDSIGNAGE PLAN �_ Y r MdI IL • BbaA181o4 IL ` Ct O aO IL p187 &513010 ` Fm MtM 35M -B921 CMECKEC 3Y. BIW CPTE Oa 15-2013 N,12 M2-1 PROTECT EXISTING SIGN ASSEMBLY c3�N — _— N OCATE EXISTING , -�' � � ; % i'"" �.,--' SIGN ASSEMBLY, - t T MIN. FROM EDGE OF - - SHARED USE PATH-- - `p`' 87+00 - - JY - HiG- - WA A _N NOR B„UND f SDD-rH[3 - TH � - - r 11' A u� n REMOVE EXISTING PAVEMENT MARKING W6-2 REMOVE EXISTING SIGN ASSEMBLY ( =acs n .c - ca h 51 � � l •q} \j V T.RAVN BY., CPF DA E., PROJECT NOXBER SXEET TOTAL SHIVEI-IAITE-RY ceb Rpm K, waab.w oe. enXsu ar o-wnay. ea. mwm cnaaocBs aAn szzaB _ _@_zou _ JOHNSON COUNTY (- -- 1123274 STRIPING AND SIGNAGE PLAN Nn,CC Meq L Bh rtplal IL C1kep0. L 13187 3&15090 • Fu WIB19548021 [HE[REv av a vt ➢ATE• o11i .13 N.1$ SEE SHEETS N.10 - N.18 FOR MOSS RIDGE ROAD PAVEMENT MARKINGS OVE AND REINSTALL TING SIGN ASSEMBLY STALL AT STA: 101+50 SHEEY N.17 _ BLW4 'J", C, t �-------"' 88+00 REMOVE EXISTING PAVEMENT MARKING w °- —===J © it--d cit-- C) — c+ N 11'L, SEE SHEETS N.10 - N.18 FOR MOSS RIDGE ROAD PAVEMENT MARKINGS OVE AND REINSTALL TING SIGN ASSEMBLY STALL AT STA: 101+50 SHEEY N.17 _ BLW4 'J", C, t �-------"' 88+00 REMOVE EXISTING PAVEMENT MARKING R2-1, R5-1 REMOVE EXISTING SIGN ASSEMBLY h -- 1. R2-1 MNY4 REMOVE EXISTING SIGN ASSEMBLY 04 I� �I I 1 90+00 I + — f — REMOVE EXISTING DELINEATOR MNY4 111tvivA < ELW4 +, ELW4 _ 20' "P) / 91+d0 0 — ---� HIGHWAY 10r_\TiL CHW8 I SPY6 � � 1 ♦ c t ---- [F; REMOVE EXISTING W4 -2R PAVEMENT REMOVE EXISTING MARKING SIGN ASSEMBLY D s ID SCN£':N FEET SHIVEI-IATTERY DRAW aY M DATE PRaJECT NOMHER NO. I NTpL omr xRq IL v,•mA'youN%U.,C xmsLau anno-xene�y,(3 sa++nw F.ome,m ncny.an szzaR es_s-z ,H ,1pHNSON CpJNTY 712927-1 STRIPING AND SIGNAGE PIAN NO. sxEErs :,R„, . e., ,.�., ;:a•�c narraa•emamrgw, a.eiueewR (30 F. p,W ss4�eezi---er_��m en anv- DC E' os-,s-ze,a N.14 GH - —===J BOUND SO z 89+00 J+ + co __- --- - — _ -- o - - LTAW ^ONLW SLW2 / R2-1, R5-1 REMOVE EXISTING SIGN ASSEMBLY h -- 1. R2-1 MNY4 REMOVE EXISTING SIGN ASSEMBLY 04 I� �I I 1 90+00 I + — f — REMOVE EXISTING DELINEATOR MNY4 111tvivA < ELW4 +, ELW4 _ 20' "P) / 91+d0 0 — ---� HIGHWAY 10r_\TiL CHW8 I SPY6 � � 1 ♦ c t ---- [F; REMOVE EXISTING W4 -2R PAVEMENT REMOVE EXISTING MARKING SIGN ASSEMBLY D s ID SCN£':N FEET SHIVEI-IATTERY DRAW aY M DATE PRaJECT NOMHER NO. I NTpL omr xRq IL v,•mA'youN%U.,C xmsLau anno-xene�y,(3 sa++nw F.ome,m ncny.an szzaR es_s-z ,H ,1pHNSON CpJNTY 712927-1 STRIPING AND SIGNAGE PIAN NO. sxEErs :,R„, . e., ,.�., ;:a•�c narraa•emamrgw, a.eiueewR (30 F. p,W ss4�eezi---er_��m en anv- DC E' os-,s-ze,a N.14 d s E; G 1 SEE SHEETS N.10 - N.18 o a� FOR MOSS RIDGE ROAD �3 PAVEMENT MARKINGSy� W3-3 REMOVE AND REINSTALL it —71 ---- EXISTING SIGN ASSEMBLY ° REINSTALL AT STA: 101+50 /f ` 4' ELW4 $ E - /, _ EE SHEEY () _ - BLW4 ELW4 i R2-1- �-m REMOVE EXISTING _.---� ------_-_._._ _ _ r SIGN ASSEMBLY _ _ = - REINSTALL A I 2 R -1 AT STA' 99+50I BLW4 n SEE SHEET N.17 - NY4 —T r ADD N = = HIGHWAY—L _ -- --- _ —8 \ _ SOUTH — -- lc — 1 pl 9i 00 90+001 91 a v + 0 Q ' v -H — HIGWAY 1 \'i OVE EXISTING °+ NQRTHBOUND LINEATOR .-�-' _ -- + --- - � MNY4 — -. \6 - ----- LTAW _--' ' L + sax ----- SPY6 _- SLW2 �� --}----- -- - -- `` REMOVE --- -SPY6 - - LTAW ONLW c EXISTING _-- -- SLW4 � 4-2R � PAVEMENT REMOVE EXIS MARKING SIGN ASSEMBL R2-1, R5-1 REMOVE EXISTING SIGN ASSEMBLY ESA- FEET REMOVE EXISTING REINSTALL R2-1 AT STA: 100+00 PAVEMENT MARKING SEE SHEET N.17 A ADD SH I V L I—IA I 1 EPY WU IA • 1. CKE N •Das ,, IA Slt o mu,,,, IRc & q N alpela p y& 1. Cllp, . 51245 DRWN by — GATE C6 PI -2[ 3 gEF mangy Ic•9loantr,pmA IE•cr:caga IE lm�ss4 SM• F— (M 3uWZ c, -E, o 9n arw o Tc os-z.-zmn JOHNSON COUNTY -- 112327-1 STRIPING AND SIGNAGE PLAN N0. — N1 I IOWA CITY W4 -2R D2-1 RELOCATE EXISTING ENGINE REMOVE EXISTING BRAKE SIGN ASSEMBLY R4-7, OM -2 SIGN ASSEMBLY ORDINANCE REMOVE EXISTING ENFORCED / - - - SIGN ASSEMBLY /N SPY6 < BLW4 \\\ MNY4 9 1 ELW4 -- - -- 92+00 -N 93+00 94+00 o iv 95#QIGHWAY 9 /( 1+00 _. -- - NORTHBOUND LTAW M - p CHWS SPY6 CHYB W4 -2R REMOVE EXISTING RLRW SIGN ASSEMBLY 1w ELW4 ELW4 NBR-2 NBR-1 OM -2 18" x 18" RIGHT /` LANE B WALLT ENDS�� �N FET W9-1r� W6-2 36" x 36" m _0 36" x 36" t� y�rry�� cn SHN(OFIQI !ERT CRtiv FI N, MG M,� A: MO q A SIT tft Fc 2A9 NI gry bw CMS 1. 6d6 BRWN BY %� BATE 05-15-EN3 ftOJ T MOR 0 TOTAL GMvna�eMadqGn,C�CHrnWM gret asG-swo. rar qtv srwsez� _--.-. .. _._ JNHNSCN COUNTY -- 112327-1 STRIPING AND SIGNAGE PLAN uB suEEix CHECKED BY &M1M OPiEi p5-13-2%3 N.1.S '.. ,r] CIV 95+00 9 -vin W6-1 /W14-3 REMO EXISTING REMOVE EXISTING SIGN A MBLY SIGN ASSEMBLY ELW4 96+00 CH W8 D1 -2A PROTECT EXISTING SIGN ASSEMBLY J RLRW 97+00 ro 0 NBR-3 �,\,-777 W4-2R 36" x 36" 20' i {TYP) 98+00 HIGHWAY 1 NORTHBOUND i ELW4 99+00 SHEET TOTAL Cotler pG{IEq Iq • IM2 Cqy, Iq • ps MOFm, W &Ih6Nallvy� XR 2884 NmNBete IXPn. Ma Cky.. L SVMAVN DV, CM% DA�E� p1;y-2013 PROJECT NUMBER) W. SHEETS SHIVEi-iATTC-RY MIwd%•Bb0 eaLIE•CYeBgiL (31918848DaD•Fe«(3085BBzi DHec«c➢B" ➢m DATES W-15-2013 OHNSDN COUNTY 2527-1 STRIPING AND SIGNAGE PLAN N.16 95+00 9 -vin W6-1 /W14-3 REMO EXISTING REMOVE EXISTING SIGN A MBLY SIGN ASSEMBLY ELW4 96+00 CH W8 D1 -2A PROTECT EXISTING SIGN ASSEMBLY J RLRW 97+00 ro 0 NBR-3 �,\,-777 W4-2R 36" x 36" 20' i {TYP) 98+00 HIGHWAY 1 NORTHBOUND i ELW4 99+00 SHEET TOTAL Cotler pG{IEq Iq • IM2 Cqy, Iq • ps MOFm, W &Ih6Nallvy� XR 2884 NmNBete IXPn. Ma Cky.. L SVMAVN DV, CM% DA�E� p1;y-2013 PROJECT NUMBER) W. SHEETS SHIVEi-iATTC-RY MIwd%•Bb0 eaLIE•CYeBgiL (31918848DaD•Fe«(3085BBzi DHec«c➢B" ➢m DATES W-15-2013 OHNSDN COUNTY 2527-1 STRIPING AND SIGNAGE PLAN N.16 W6-1 REMOVE EXISTING' SIGN ASSEMBLY - tGWWAY1 �OUTHBO(!ND 96+00 CHW8 RLRW I IRWI 97+00 N 0 6 A' 6- 98+00 Y 1 NORTHBOUND W14-3 REMOVE EXISTING tSIGN ASSEMBLY ELW4 99+00 r, NBR-3 ELW4 D1 -2A u=' z REINSTALL AT STA: 103+00 ..�;`Ia L� Ij ADD c•� W6-1 REMOVE EXISTING' SIGN ASSEMBLY - tGWWAY1 �OUTHBO(!ND 96+00 CHW8 RLRW I IRWI 97+00 N 0 6 A' 6- 98+00 Y 1 NORTHBOUND W14-3 REMOVE EXISTING tSIGN ASSEMBLY ELW4 99+00 NBR-3 ELW4 D1 -2A R OVE EXISTING SIGN ASSEMBLY REINSTALL AT STA: 103+00 L� ADD scn� W4 -2R e 36" x 36" � 4� s t? g DH IVL�INT I ERY C�� HPP�tlS IA • Ivwa Clig IA • Na Molna& IA Stiv6Hettery, Inc X34 NMM1gete prlva, bW9 City. bwe 68246 DRevN nr. DRP oar[. C64I4P.3 FRpJ[Ci NUMBER MOPrre, l[ • emal:vilomn, b • CM1besy a 0191 35 No • Fe. tats) 364- . cuEctED BY: ver DA`E. Pe_z,_zuu JUHNSUN CUNT Y — 112327-1 STRIPING AND SIGNAGE PLAN SliEl }piRL sl¢[zs N.1fi WN W14-3 REMOVE EXISTING SIGN ASSEMBLY ELW4 � DOY4 o -- - c HIGHWAY 9 SOUTHBOUND 99+00 100+OD 101+00n ... 102+00 103+00 .. 0 -/, � ..� / `�!<tA n/alC 4 /V.r1RTt� pr)i min � /�_._.� n _ ADD .5 d R2-1 36" x 48" C M1-5 JJJ W14-3 ELW4 REMOVE EXISTING REMOVE EXISTING SIGN ASSEMBLY SIGN ASSEMBLY i REINSTA AT STA: 106+00 1 DD NBR-5 � Solon 7 t Vernon 19 A� 1-2a SCALE iR FEET REINSTA D FROM STA: 96+ A €3 S ry ry SI IIVEI IN T E �Y Caar Faptl U • Ia a QTy, N • Oa MN,m; IA 6hiv UH ,, Inc 2 M NorUMIB DrW lm Qty. Imre 52245 N PNry BY. WE MiE p5_E -Epl3 RUJECt NUMBER EET t0i9L a - - - MollM a• 9lwmnglaq IL CWmga a {aw)Ss MO•F-(.20366s2I <xEaEn en arx unit pa-zo-Ep:a CHHNSON COUNTY 112327-1 STRIPINGAND SIGNAGE PLAN uo. sxEErs N.17 SBR -2 REINSTALLED FROM STA:88+38L SBR-1LLJ CL ADD SPEED JR >) Igo R2-1 W 36" x 48" x 4 48" x 48" WN W14-3 REMOVE EXISTING SIGN ASSEMBLY ELW4 � DOY4 o -- - c HIGHWAY 9 SOUTHBOUND 99+00 100+OD 101+00n ... 102+00 103+00 .. 0 -/, � ..� / `�!<tA n/alC 4 /V.r1RTt� pr)i min � /�_._.� n _ ADD .5 d R2-1 36" x 48" C M1-5 JJJ W14-3 ELW4 REMOVE EXISTING REMOVE EXISTING SIGN ASSEMBLY SIGN ASSEMBLY i REINSTA AT STA: 106+00 1 DD NBR-5 � Solon 7 t Vernon 19 A� 1-2a SCALE iR FEET REINSTA D FROM STA: 96+ A €3 S ry ry SI IIVEI IN T E �Y Caar Faptl U • Ia a QTy, N • Oa MN,m; IA 6hiv UH ,, Inc 2 M NorUMIB DrW lm Qty. Imre 52245 N PNry BY. WE MiE p5_E -Epl3 RUJECt NUMBER EET t0i9L a - - - MollM a• 9lwmnglaq IL CWmga a {aw)Ss MO•F-(.20366s2I <xEaEn en arx unit pa-zo-Ep:a CHHNSON COUNTY 112327-1 STRIPINGAND SIGNAGE PLAN uo. sxEErs N.17 SBR -1 SPEED LIMIT 45 R2-1 24" x 30" W14-3 REMOVE EXISTING SIGN ASSEMBLY ELW4 c HIGHWAY 1 SOUTHBOUND 100+00 101+ 30" x 102+00 103+00 HIGHWAY ? NOR BOUND AIRM11 0 CHW8 `C-) C - NBR- /EE ( `! 55 R2-1 24" x 3 30" x 102+00 103+00 HIGHWAY ? NOR BOUND AIRM11 C9]9r R.PW V„ Y re M. A, IMVE A eM'e�4Ytby, Fy •M3C IyMlNple Pleq by M, bwe 6p216 ]X2AVN nY: p�f NTE. p5-13-2013 PROJECT NUMBER SHIVCI IATfC-RY MM IE, SWprftpt 4, Glyn IL pIR}a6 -aaa, ism 3s .can ECNEn en om nTe: nlff-113 JOHNSON CNUNTY 112327-7 STRIPING ANO SIGNAGE PLAN Nib 0 C) `C-) C - CZ) ( `! Iz �n C9]9r R.PW V„ Y re M. A, IMVE A eM'e�4Ytby, Fy •M3C IyMlNple Pleq by M, bwe 6p216 ]X2AVN nY: p�f NTE. p5-13-2013 PROJECT NUMBER SHIVCI IATfC-RY MM IE, SWprftpt 4, Glyn IL pIR}a6 -aaa, ism 3s .can ECNEn en om nTe: nlff-113 JOHNSON CNUNTY 112327-7 STRIPING ANO SIGNAGE PLAN Nib N SBR -3 ui LL "5 V✓« p N W6-1 36" x 36" ELW4 SBR --4 S f LIMIT 45i W3-5 36" x 36" ----------------------------------------------- CD 106+00 I I I 107, i SHIVEHA7TERY Cem rsepeau,rown GN.w•oB.unBew Smc ft1.2 N.UWl OM. p CV MM 6PMS 9nYk Sn -b Lk EA-]29tl JOHi SIlN CL1:INTY PROTECT N'JYBER A2JZ-i - STRIPING AND SIGNAGE PLAN T SE3 - emwa u., ebaeBBlm a, Chka IL (so as+m,i ww ewaoei nec,<ey rn am n.rr va-m- N'IS jr SBR -3 W14-3 I E EXISTING ADD SIGN ASSEMBLY DCY4 36" �j 104+00 GH Yl O BOU D 105+00 r- + -- 106+00 - v 111+00 \ ELW4 W6-1 � a \\ 36" x 36" 1 R16 -5B, -3 NBR-5 GI REMOVE EXI G SOIOn 7 SIGN ASSEMBLY REINSTALL AT STA:1 00 uj C:) { r LREINS7TALLED Ll 7 96+3 /n,`a UNLAWFUL PLUS COSFL TO PASSADD W14-3 I E EXISTING ADD SIGN ASSEMBLY DCY4 36" �j 104+00 GH Yl O BOU D 105+00 r- + -- 106+00 - v 111+00 \ ELW4 � a \\ ADD R16 -5B, -3 NBR-5 REMOVE EXI G SOIOn 7 SIGN ASSEMBLY REINSTALL AT STA:1 00 Mt Vernon 19D1LE LREINS7TALLED REINSTALLED FRSTA: 7 96+3 /n,`a UNLAWFUL PLUS COSFL TO PASSADD FOR DISPOSAL STOPPED OF LITTER SCHOOL BUSM ON HIGHWADD R16-56, R16-3 REINSTALLED FROM STA: 106+56 A ADD SHIVEL /� T�-y FL4-I`TEERY tlarflITd%A 1.CV, IA D.. M, IA nxcn,l=0- �clncel��c MRlira,a elw a,,a.cmoaNa lL S Ne ry. K4NotlYgaleOnb,ImflC .lcwfl 522d5 ax�asbaada F.pta)sSb-sett SRANN BG "ff -TI,p5-21-2YI3 JUHNSCN CUUNTY R - O'PL CAECNEn.Y• WN oTE%-21-2113 112827_1 STRIPING AND SIGNAGE PLAN N0. se[E*s N.18 a � � FEET 'j, � r I rJ •_ _ _ l- - -$EE SHEET U.09 FOR BASIN BERM AND SPILLWAY DET _ F A 685: - 64 - co co `681.97 RINT" BEE j S —686 685'- y 121+00 1122+D0. "123+00 124+ \ ,�25+0( - 4 i - -� ----7 I SITE GRADING PLAN VIEW: MOSS RIDGE ROAD S I\ / AFI A t TP \! S UCity, U , M py fi e, pyg8 �y�pro p ro qy py 1 WN BY. CEM DATE- py } p PROJECT NUMBER .1-I V_` F1, 11....R1 MA, IL, Bt.*VM L, ChaM R pNI BB43M0, Fy�i8Y18W-�21 C..I, BYE . .TET p6-1T2p13 JNHN$NN CDI�NT�i 112327-i — \ M 3T Ovi MH 69. 8RINI fi MOSS RIDGE ROAD SITE GRADING STA: 121+80-125-,25 a \ END RIP RAP AT T.C.E. SCAL IN FEEL NOTE' �. E S. IE = 670, NEW FILL BETWEEN STATION 130+ ND 13450 SHALL v. b� ;��, I' � I � � BE ALLOWED TO CONSOLID OR 3 TO 4 WEEKS \ / - ) - 1! �' PRIOR TOCOMPLETIN ING. SETTLEMENT FX.S. IE = 670.63 I ) MONUMENTS SHA E INSTALLED AFTER THE FILL \ PROTECT BANK WITH 1Ic / { RIP RAP UP TO ° ' \ 1 - / I PLACEMENT F MONITORING THE MAGNITUDE AND \ \ ELEVATION 671.0r ; `, \ ` F.E.S. IE = 673.51 / � PROTECT BANK WITH �� " 1 � ; � �l � RATE OF TLEMENT. I �>. „ / J� RIP RAP UP TO / {V - ELEVATION 676.0 \ I T. _-----------� — --t -- ---------------------—---�-- ' —� �. 11 1.. � / J/ �� �/ / -2/ 675--�% 675 675 680 680 1 , - �.`-:-- `�_, '1 - r ---.: — 6135 •may; —� - -+ _ y- 685— -W - - - - — — 8 -I2'�F- � -- - 1Z — I - �� - ,r �,.. / �.-• � a�� 200 723,+5 1 1r 132+00 133+00 / / 1 -- --` 687- _ _ - -- f - --- -- - --. _ --_ _ -- - - - _ - 35 686 — — — t — — — — _ =Fc C — — - LlI f" SITE GRADING PLAN VIEW: MOSS RIDGE ROAD SHIVCFIIiTIC-RY CBdVRBR4u`bexC�•b`CHtMdyA 1SMs11H'Y6284NaBNPbGMIOECY'bL61216 BRAVNHY CEM HfTE�_19409 PRH£TMMBER SHE SHEEiS ,, .wve=.R;. �``R`^RB•R R��'B°1°•F"B�� weeeEn Hr. nH nnTE�oB-19-2019 JOHNSON COUNTY 112327-1 MOSS RIDGE ROAD SITE GRADING STA:129+50-133+50 R.03 •. SCA..IN FEET" \ `` ..� �` v ��:� cac-. C-) ti ------------ —---------- r T C.E•' l - 85 - R.O.W.- - - - _ - .. _ .. 137+00 t 35+00 i 886 68Z ro--- - -- _ - --i- -�-- T PRO CT UTILITY POLE AND �i GUY`WIRE R.O.W SITE GRADING PLAN VIEW: MOSS RIDGE ROAD I 1 1 1' rr ti i jr i — W. - SHEET TOUL Ceav PeM06 y,, trn ary, w . oeE MOM, w ; a IiSffm. o x Na ww pxa wvw ay, lova 62216 Danvx an .. DATE: D6-13-200 v2oxECr raamEa MOSS RIDGE ROAD SITE GRADING STA:133+ NO. sxEErs SHIVCI iATfERY Mo6g III L.Cw 9�3 300 Fe 8N 361 BB2 OUdSDN COUNTY 2327.1 57-t3]i50 9lo iy41M1 W CNECKED 3V: A. D m 06-1}2019 R.Cb Yl 1083+00 i - 83+00 0 - Fri -- I � I \ 1084+00 o v R'O'W ° \OE -- - - -=r--- SEE SHEET U.06 FOR ' REVETMENT/GRADING DETAILS IE =677.08 J p lk T -t 1085+00 1086+00 1 +00- 1 m /r �y TZm 1 Lip CJ l 1 1 '- 77 - _ 606, So q o. d I SITE GRADING PLAN VIEW: HIGHWAY 1 SHIM-F-IHf IY CW�IIOptlq lAlON1 Wy,N•[IaB MdIp4N 9MaW NiAVN BY CFM BATE FRC -ECT NUMBER SHEE' iUiAL MoR'w, IL° Bk:u*Vt4 IL I C10mpq 11 (8k79 mF (98195A6 Ivna 52TA5---..-. - ao-;e-Btl3 .1HHNSNN COUNTY ---- 112327-1 HIGHWAY I SITE GRADING PLAN STA:83+00-87+$0 R06 SHEEiS ecy; c ENE'REO BY, JOB .,ATE W-13-20!3 e• scA�E Iw PEE- m� o- Lie ® �M i= N P 1 /. .A.j .p U. - - i — @E ,- h or } i -OWN 1083+00 i - 83+00 0 - Fri -- I � I \ 1084+00 o v R'O'W ° \OE -- - - -=r--- SEE SHEET U.06 FOR ' REVETMENT/GRADING DETAILS IE =677.08 J p lk T -t 1085+00 1086+00 1 +00- 1 m /r �y TZm 1 Lip CJ l 1 1 '- 77 - _ 606, So q o. d I SITE GRADING PLAN VIEW: HIGHWAY 1 SHIM-F-IHf IY CW�IIOptlq lAlON1 Wy,N•[IaB MdIp4N 9MaW NiAVN BY CFM BATE FRC -ECT NUMBER SHEE' iUiAL MoR'w, IL° Bk:u*Vt4 IL I C10mpq 11 (8k79 mF (98195A6 Ivna 52TA5---..-. - ao-;e-Btl3 .1HHNSNN COUNTY ---- 112327-1 HIGHWAY I SITE GRADING PLAN STA:83+00-87+$0 R06 SHEEiS ecy; c ENE'REO BY, JOB .,ATE W-13-20!3 SCPLE M FEE' "i CL LEA LL F.E.S. IE = 682.46 - - -_ —R.O.W. R.O. W. - So -co _- - .--nom 00 "3s \ w o s�� 7 i - -FO- - - 683` 683 685-----------684 - - - 685 ,686 _ \ 687 -T- T 688 T 17. --- - - — 2+00 93+00 94 00 95+00 i - - - ` _ 686 - - -- - - 687 1 T 685— —{— _-= ' T EXST R.O.W. ' 4 / SITE GRADING PLAN VIEW: HIGHWAY 1 SHEET SHIVChIATTC-9RY �� �b'� '� � � fth,, 6ny. 159 Noe�dM W 'WO 682<6 DRAWN BT' EN DATE �j}8019 JOHNSON COUNT. PROJEL' NUNHEB 11.23271 OB SH:EiS Mo&y IL.6bdrtgbrSl•CNON�.LL (8181861-eD1a°Fu WID18ueB2f v HIGHWAY GRADING PLAN STA: 91+5p -95+$p l-6 I END RIP RAP AT T.C.E. PROTECT BANK WITH BEET / RIP RAP UP TO ELEVATION 676.0 F.E.S.IE = 673.06 ` R.O.W.— - - - - - - - - - - - - co s 1 i i �` rn ti m 0- - FO- -FO— - -� - Fo— - - - --Fo ---_� FO- - - - o— m- - - - T 676 , ..• - - mm CO 683 EX 678 684 - - - AL- 680� _ -\ - - - - - - -- - - -T- - - - - - - - - - __T_- - C _ -_ --- -- 681--- -- --. - - - ------ --- 682 - -- - - --- - - - - _ - - - - - 6 SITE GRADING PLAN VIEW: HIGHWAY 1 SHIVCFIAT IERY c.Sar FA K,• Ey.K,OBB K SM ft"..h 2634 NWgeMP luxe Ely. bnl ffi15 °MANN BY CEN ➢PTE 1613-3013 PROJECT NUMBER —ET u._,I.Ic ... I, "I....11 61oie. e`WBWBP i46 . Eibeee. IL 18354 IFu{81B165LSBID cn5cM5n nr�'.. RATE, 0613-31u JOHNSON COUNTY 112327-'I HIGHWAYiSITE GRACING PLAN STA: 95+5p-99+gp R� 95+00 96+00 97+00 '` 98+00 J 99+q0 - j -n -685 --_. - - - - -' mob- _ - co z J. -- -- - - l __ - - _ - - -- - _ _ - L --680— 67 9' T ---` T - - - - - - -=- - - 679- - STROW -'b - 7 A� • � i CDM as C.fW SITE GRADING PLAN VIEW: HIGHWAY 1 SHIVCFIAT IERY c.Sar FA K,• Ey.K,OBB K SM ft"..h 2634 NWgeMP luxe Ely. bnl ffi15 °MANN BY CEN ➢PTE 1613-3013 PROJECT NUMBER —ET u._,I.Ic ... I, "I....11 61oie. e`WBWBP i46 . Eibeee. IL 18354 IFu{81B165LSBID cn5cM5n nr�'.. RATE, 0613-31u JOHNSON COUNTY 112327-'I HIGHWAYiSITE GRACING PLAN STA: 95+5p-99+gp R� I I �I r. Dom_ Y_; SCALE'I :E-- ,- a —R.O.W. i 676..' — - —=0 — — — 00-- — — — �C— — — —F0— EC— c0 — — — — —FO \, 6771 Z "90\sg\ \ E—XG TR. $ 1 o F ) _0 t��c 679' G68 0 T -----T -T- -T- <-T- — -- -- 682- --- - - -- — — -- -- '� -- ---- --- ---------gym_ ---_ --- -__ _�_ --- __ ------------ mi z °s 1100+00 110+00 1102+00 1103+00 99+00 _ 100+00 f — — — 101+ 102+00 103+00 T - - ---�._ — --- -_ _ — 683 682--- 82 680 680 680 \ ' o 680DID 679 \ p 4 683-_ 682 681 — -- __ > x-679— -- — — — — — -- 1 _ < m " Q EXST R.O.W. s \J SITE GRADING PLAN VIEW: HIGHWAY 1 SHNG3 iA7TE RY Ab4q Il BkaOYpIM fAbepq ll p� 96F3d0 Fex 13iW 331$8M DRHVN BY. 3_nl CHECKED BY. .100 IATE. 36 t3 -23L1 DN'E 06-13-M3 JOHNSON COUNTY PR0.1E[T NUMB�ai 112327-1 HIGHWAY I SITE GRADING PIAN STA99+50-103+50 SHEET : R.1Ho. 0 HTP' SHEETS ll H 15 D � � \ RAIE M MET m1 11/ `A •� \�-� y � /l/ --- — V` r iso �3 c . • — — f�@' d-\- .— /\ —\, _ - `� _—< '�pqRF0— --- — — — — — —Q— —L — J— Fs / EXST R.O.W. E --o— CE CECL — Fo < E)- — —Fo- GE — — - — — � — � — — —— G G- G v^ J C - - - --- - — — — — - T -t — — _ — —T— — — — — T- — ----- _ l _ _ —, - — — — — — — — —T-— - T- 11 - -A5: A . B- - — -- —_ — _-_ - i 103+00 1104+00 ��- 1105+00 1106+00 = 1107+00 1107+54 1- 103+00 i r 04+00 105+00 106+00 107+00 107+54 `Pcq i- 685--- _ --- ----- — — — _— 683 — - 684 _ — — — -- — — --- -- --- ---- — --_.681- 682` _ n'— F._• _ -- --- - ----- — - T - EXST R.O.W. — z j M m SITE GRADING PLAN VIEW: HIGHWAY 1 ager u•bAr aty,w•Dw BbYS L1 SH IVC -i IATTC-RY 1Aoaa _ NpYy 4 • 61mi'KA=1 d • pR-"eV{ IL BMtHe XYy, MC X94 N -Iv b P q W Cq. bNf 58215 WIW 8648010 • Fen WIW 8548811 ➢RAYN HYi ➢ATEi 06-1 PN3 JOHNSON COUNTY P OF T N A BER 112327-1 HIGHWAY I SITE GRADING PIAN STA:103+50-107+54 OT 5�. sHEErs 11.11 '... =.., �D DAiE� E1m-2 SITE GRADING PLAN VIEW: HIGHWAY 1 �-- — spa---� 0��y 155 SC4�! N% — - 683 682 \ \ \ - _` 6 Jaw i c a> ' 5HIVr-FlA-r7E-RY MMM2Y EEM OPiflp513-2013_ JOHNSON COUNTY PRpJEC 11221 -- TN T SHEETS _ Ron., 0. • ehwrtymg 0. • Cmepo, 0. Om7 a51-sdo • Fu Iso) e51E� cx¢ceen sv +oe nn�E s -:3-m:3 MOSS RIDGE ROAD AND HIGHWAY 1 NORTHWEST CORNER SITE GRADING PIAN R 12 4 NOTE:�� r CURVE DATA (C2) / CURVE DATA (C3)- -Y A= 16°19'19.20" EXPANSION JOINTS TO BE 1 CURVE DATA A= 3°10'39.72" ti T= 132.61' r 15 TO "® PLACED AT 80' MINIMUM A = 5°1 T20.28"(C1) i ! / ! T = 3.30' L / L 263.43' / r 3CALE 11 METINTERVAL. T = 5.50' -y vow = 6.60' R = 119.00' R = E = 9.46' 924.72' v �- STA: 283+48.83 _ BEGIN SIDEWALK N: 622581.6247E= L = 10.98' R= 119.00' / �C E = 0.0j5c' 0.13' �i v .' lei117. E: 2187508.8513 R ONED 689.96 � -co --'EXST ------ 4 vlQ.Jia IL CL 0 687 uu 688 - '. 9AA+nn-689---— - -- — :..,686_- -- _ _ -687 689.74 TRANSITION CROSS SLOPE TO 1.5°10 \ \ N 22°39'23" E 223.32' 7 ------ -- ------ — � '- \ N 17022'02" E 96.44' --- - - - - --- SIDEWALK PLAN VIEW: HIGHWAY 1 LP STA: 287+49.96 0 N v LP ELEV: 683.44 PVI STA: 286+75.00 PVI STA: 287+50.00 ED + ED co 00 + CD c0 PVI ELEV: 685.86 PVI ELEV: 682.63 W N w AD: -0.04 AD: 0.09 DO ¢ w K: 20.15 K: 8.72 BEGIN SIDEWALK PAVING of j j VG 75' VC STA: 283+48.83 d a a ELEV: 689.87 o r� n o r co o In En N a ED En ry 695 695 + co 00 00 _ ... ... _.... ._.. .. .... .. .. .... "__.. .. ... C*4 ... _ _.. �}}.. 0. % y 69 690 _ -2.20% U LL1 - ---___ - ..—.--._ _ _ - -- -- -w _ _ --0.57%-. .. _ ---------- ---- __-- - 3 X85 685 :. PROPOSED GRADE _ —` . . I (T} PSIDEWAL EXISTI G GRADE YP) 680 680 -� � SPECIAL SUBGRAbE P EPARATIOrj PER SECTI N 2511 OF DOT-SPECIF ICATIONS - 675h 0 0 It 0 Nt 0 0675 0 0 fes. N CO 0 to V' tom- 0 co N 1� "t co 1 (•Y (0 V 0 O v` ct5 0 N M- 0 N 0 0 M ti 0 ED n. C 0 0 O t`l� 0 ED 0 n- 0 r` a1 (D 0 of co W 0 W 0 ti (0 n; (D Ep 0 0 In (O V to 7 En M .4 N M N M (h (MJ V V 00 0 0 0 °O 0 CO 0 0 0 0 0 0 °O 0 0 cofD CO 0 0 °O 0 0 °O 0 0 CO 0 0 °O 0 0 °O 0 OD co 0(D 0 0 0 0 0 CD 0 0 0 (4 0 0 0 0 0 O (0 (0 0 (D 0 c0 0 (0 0 0 0 (D ID 0 c0 284+00 285+00 286+00 287+00 288+0 SIDEWALK PROFILE VIEW: HIGHWAY 1 V: 1"=10' H: i"=30' SHIVEFIATTC-RY CeWri It's a"e axw•o. BAoiw4w Moiy H.�BbmigivBL•l"IhapgL 81NsxB11>y, Yc msf Na, O:Iw. bvw °k3:Ivnn 6t2a6 (s�954901°�Fu p97854HH21 ➢RPVN BY, CEM DATE, as-E3-zota JOHNSON COUNTY ROJECT NUMBER 112327-1 MEET HIGHWAY iSIDEWALK PIAN AND PROFILE STA: 283*49-288100 ME o 5.61 TOTAL SHEETS CHECKED BY, ID DATES YE -13-2013 v-n�:. ,.,.n„ f N r CURVE DATA (C3) 2 w A= 16019'19.20" I T = 132.61' _ C-7 L = 263.43' •� I R = 924.72' E=9.46' I °CO E i TSTA u / E SHE f, EXST R.O.- lo s TE SIQEWALK ITH JN ACCESS D I E / \ I � PVI STA: 2 75.0 PVI EL : 688.02 A7-0.03 K: 25.03 5' VC TRAFF)r, SIGNAL SEE WSHEETS PVI STA: 289+65.00 PVI ELEV: 689.20 AD: 0.03 : 27.09 CURVE DATA (C5) , A I, A= 34°34'43.80.. T = 92.76' \ \ \ L = 179.85' \ \ CC STA 29 +15.2 ' R = 298.00' E-1 \ \\ \\ CURVE DATA (C4) \ \ A = 100°11'30.68" \ \ T = 44.84' (') w L=65.58' \ \ R=37.50' o E=20.96' C) w PT STA 141+28.02 — ----688 687- — _ HP STA: 290+62.85 HP ELEV: 692.16 PVI STA: 290+50.00 PVI ELEV: 692.66 AD: -0.06 K: 12.35 75' VC oMOr i7rn Ln(n (h On ��`� NON p7 m(00 N N ib a to ++ CO rn (ii END SIDEWALK PROFILE GRADE CONTROL /a� m r..,+-,, Co + m NwN j BEGIN SIDEWALK GRADE CONTROL bi N N U N > � � > U w DEFINED BY MOSS RIDGE ROAD 695� w m _ III C)ka > w - 6 STA: 291+00.00 G) m.. O �I. -- __ -= ---.. -2:00 o ELEV: 691.66 uJ C3-- 690 690 _ --------- - 685 --- XISTING G OE (TYP) __PRO OSED GR-- - SIDE ALK(TYP) ;6880 - _. . _ ...._ _ I,, O IT O r C7 m O 00 m N w m Ill 00 N! 00 (h O m680 V V Ln m i�In to m W ��„ Do O Do N ;-4 �,� O O O m O O O O O c~D O O O O I co O OOD m o' m O m o O m cco o m m m m m m m co m m w m m m m 288+00 289+00 290+00 291+00 SIDEWALK PROFILE VIEW: HIGHWAY 1 V: 1" = 10' H: 1" = 30' SHIVE-IATTEFZY � � A, city. A• or wit w E}23 JOHNSfN COJNTY PR° it237t EE HIOHWAYI SIDEWALK PLAN AND PROFILE STA:288*00-291+00 !4SHEETS 5.02 a uum.IL, 8banigmR IL• DWIL HIGHWAY 1 SB Station Cut Area (SF) Fill Area (SF) Cut Vol (CY) Fill Vol (CY) Cum Cut Vol (CY) Cum Fill Vol (CY) Not Vol (CY) 1085+40.0 8.48 20.83 0 0 0 0 0 1085+50.0 9.5 17.04 3.33 7.01 3.33 7.01 -3.68 1086+00.0 5.14 12.48 16.88 27.33 16.88 34.34 -17.46 1086+50.0 0.43 26.43 22.04 36.03 22.04 70.37 -46.33 1087+00.0 0 64.23 22.44 83.95 22.44 154.32 -131.88 1087+50.0 9.81 52.43 32.07 .63 32.07 265.95 -233.88 1088+00.0 0 92.89 41.7 138.71 41.7 404.66 -362.96 1088+50.0 0 190.14 41.7 271.74 41.7 676.4 -634.7 1089+00.0 0 131.42 41.7 303.92 134.22 980.33 -938.63 1089+50.0 0 159.08 41.7 268.98 41.7 1249.31 -1207.61 1090+00.0 0 36.57 41.7 186.5 41.7 1435.8 -1394.1 1091+00.0 13.75 49.21 68.03 161.24 68.03 1597. -1529.01 1091+50.0 30A2 50.95 110.14 94.16 110.14 1691.2 -1581.07 1092+00.0 50.65 31.29 186.92 76.92 186.92 1768.13 -1 .21 1092+50.0 18.23 79.89 250.7 102.95 250.7 1871.08 -1620.38 1093+00.0 0.22 129.81 267.77 194.17 267.77 2065.25 -1797.47 1093+50.0 1.81 139.95 269.65 249.78 269.65 2315.03 -2045.38 1094+00.0 39.55 61.27 307.94 186.31 307.94 2501.34 -2193.4 1094+%0 27.23 55.68 369.77 108.29 369.77 2609.63 -2239.85 1095+00.0 4.28 66.33 398.95 112.97 398.95 2722.6 -2323.65 1095+50.0 0 69.99 402.91 126.22 402.91 2848.82 -2445.91 1096+00.0 0.58 74.17 403.44 133.48 403.44 2962.3 -2578.86 1096+50.0 3.8 93.65 407.49 155.39 407.49 3137.69 .2730.21 1097+00.0 14.41 84.81 424.34 165.25 424.34 3302.94 -2678.6 1097+50.0 35.26 77.54 470.33 150.33 470.33 3453.27 -2982.94 1098+00.0 71.26 70.63 568.96 137.19 568.96 3590.46 -3 .5 1098+50.0 109.97 56.51 736.76 117.72 736.76 3708.19 -2971.43 1099+00.0 114.35 52.13 944.46 100.59 944.46 3808.78 -2864.32 1099+50.0 32.51 22.58 1060.43 69.17 1080.43 39749,5 -2797.52 1099+90.0 13.23 11.22 1114.31 25.03 1114.31 3902.99 -2788.67 PAV HIGHWAY 1 SIDEWALK Station Cut Area (SF) Fill Area (SF) Cut Vol (CY) Fill Vol (CY) um Cut Vol (CY) Cum Fill Vol (CY) Net Vol ICY) 283+50.00 0.37 1.95 0.03 0.06 0.03 0.06 -0.04 284+00.00 0 32.44 0.37 .84 0.37 31.91 -31.54 284+50.00 0 43.82 0.37 70.61 0.37 102.52 -102.15 285+00.00 0 32.02 0.37 70.22 0.37 172.74 -172.37 n4 HIGHWAY NB .� < Station Gut Area (SF) Fill Area (SF) Cut Vol ICY) Fill Vol (CY) Cum Cut Vol (CY) Cum Fill Vol (CY) Net Vol (CY) 93+50.000 4.63 0 0 0 0 0 0 94+00.000 23.64 0.11 26.18 0.1 26.18 0.1 26.08 94+50.000 4.55 0.46 52.28 0.53 52.28 0.63 51.64 95+00.000 1.13 1.08 57.54 1.43 57.54 2.07 55.47 95+50.000 0.04 22.84 58.63 22.15 56.63 24.22 34.41 96+00.000 0.02 29.19 58.68 48.17 56.68 72.39 -13.71 96+50.000 0 37.58 58.7 61.83 58.7 134.22 -75.52 97+00.000 0 46.5 58.7 79.71 58.7 213.93 -155.22 97+50.000 0 49.45 58.7 90.69 58.7 304.62 -245.91 98+00.000 0 53.99 58.71 95.77 58.71 400.39 -341.67 98+50.000 0 51.06 58.72 97.27 58.72 497.66 .93 99+00.000 2.07 67.13 60.64 109.44 60. 607.09 -546.45 99+50.000 7.43 41.9 69.44 100.98 69.44 708.05 -638.61 100+00.00 1.73 35.31 77.92 71.49 77.92 779.54 -701.62 100+50.00 3.31 13.92 8 45.58 82.59 825.13 -742.54 101+00.00 5.24 0.23 90.51 13.11 90.51 838.23 -747.73 101+50.00 26 119.43 1.72 119.43 839.96 -720.53 100.00 19.14 4.48 161.23 5.66 161.23 845.62 -684.38 102+ 'b-. 1 4.24 195.88 8.07 195.88 853.69 -657.61 103+00.00 22.69 4.83 233.82 8.39 233.82 862.09 -628.27 103+50.00 `2,4.87 1.95 277.86 6.27 277.86 868.36 -590.5 1 0.00 2. 1.36 30$.31 3.06 303.31 871.42 -568.12 104+50.00 11.25 1.28 316.15 2.45 316.15 873.87 -557.72 105+00.00 15.62 .32 341.03 1.48 341.03 875.35 534.31 105+50.00 19.31 0 373.37 0.3 373.37 875.65 -502.27 106+00.00 21.63 0 411.27 0 411.27 875.65 -464.38 106+40.00 1.38 0.01 8.31 tl.tli 428.31 875.66 -447.35 n4 SHIVChIAiiCRY W RMN41 bA2 Cq' A eU GNBN�'�robm 6728 DRAVH BY DATE-13-Ep13 R6ECT N MHER 8loomhDbry 'E �BSaspAo. Fexasr-ee2t JOHNSON COUNTY 112327-1 EARTHWORK QUANTITIES - HIGHWAYI no BNEETS CHECKED BYE JDB ➢ATE p6-t3-EW3 T'01 .� < r -i Q &T mg 1 O� SHIVChIAiiCRY W RMN41 bA2 Cq' A eU GNBN�'�robm 6728 DRAVH BY DATE-13-Ep13 R6ECT N MHER 8loomhDbry 'E �BSaspAo. Fexasr-ee2t JOHNSON COUNTY 112327-1 EARTHWORK QUANTITIES - HIGHWAYI no BNEETS CHECKED BYE JDB ➢ATE p6-t3-EW3 T'01 E i1 Do N r) r O N r to N C :E U MOSS RIDGE ROAD Station Cut Area (SF) Fill Area (SF) Cut Vol (CY) Fill Vol (CY) Cum Cut Vol (CY) Cum Fill Vol (CY) Net Vol (CY) I I j 121+27.06 19.26 1.46 0 0 0 0 0 121+50.00 263.34 11.34 120.04 5.44 120.04 5.44 114.61 122+00.00 397.49 346.7 731.92 331.52 731.92 336.96 394.97 122+50.00 375.95 429.16 1448.06 718.39 1448.06 1055.35 392.72 123+00.00 297.27 1 470.14 2071.42 832.68 2071.42 1888.03 183.39 123+50.00 192.64 490.4 2525.05 889.39 2525.05 2777.42 -252.38 124+00.00 119.26 534.75 2813.85 949.21 2813.85 3726.64 -912.79 124+25.00 106.25 589.86 2918.25 520.65 2918.25 4247.29 -1329.04 12 50.00 124.52 650.24 3025.09 574.12 3025.09 4821.42 -1796.33 124+75. 169.56 700.66 3161.24 625.42 3161.24 5446.84 -2285.6 125+0Y'YY 511.21 506.07 3476.41 558.67 3476.41 6005.51 -2529.1 125+200 v 425.96 210.24 3910.29 331.62 3910.29 6337.13 -2426.84 1 125+50 �- 2.54S254�58 4247.56 146.98 4247.56 6484.12 -2236.55 125+75.00 �} 82.3 *0� 4425.74 143.83 4425.74 6627.95 -2202.21 126+OODO >-� 0.62 4464.14 257.85 4464.14 6885.8 -2421.66 126+50;00 ""' 0 X,0 0.17 4464.72 1130.76 4464.72 001656 -3551.85 127+00:00 J 0 0.17 4464.72 2128.68 4464.72 10145.24 -5680.52 127+541780 0 4464.72 1565.09 4464.72 11710.33 -7245.61 128+00.00 90.034 02 238.76 4549.02 11949.09 -7400.07 128+50.00 63.484691.48 0.1 4691.48 11949.19 -7257.7 129+00.00 0 . 4749.65 1 1 4749.65 12756.59 -8006.94 129+50.00 26.93 972.41 4769.5 1702.66 4769.5 14459.26 -9689.76 130+00.00 74.94 977.69 4863.83 1805.64 4863.83 16264.9 -1 1.07 130+50.00 0 896.75 4933.22 1735.59 4933.22 18000.49 -13067.27 131+00.00 0 743.5 4933.22 1518.75 4933.22 19519,,2V'-1458 . 131+50.00 0 740.01 4933.22 1373.62 4933.22 92.87 -15959.65 132+00.00 0 1004.92 4933.22 1615.68 4933.22 22508.54 -17575.33 132+50.00 0 1008.86 4933.22 1864.61 493;.-l'24373.16 -19439.94 133+00.00 0 1055.74 4933.22 1911.67 4933.22 26284.82 -21351.6 133+50.00 0 1095.19 4933.22 1991.61 4933.22 28276.43 -23343.21 134+00.00 0 1084.12 4933.22 20 . 8 4933.22 30294.31 -25361.09 134+50.00 0 885.75 4933.22 1023.95 4933.22 32118.26 7185.04 134+75.00 0 628.4 4933.22,,-'700.99 4933.22 32819.26 886.04 E�7 135+00.00 0 468.81 4 .22 501.62 4933.22 33320.87 -28387.65 135+25.00 0 446.15 4933.22 418.4 4933.22 33739.27 -28806.05 135+50.00 0 422. 4933.22 398.7 4933.22 34137.97 -29204.75 135+75.00 0 435.04 4933.22 395.65 4933.22 34533.82 -29600.6 136+00.00 0 503.25 4933.22 434.8 4933.22 34968.62 -30035.4 136+25.00 0 594.12 4933.22 509.43 4933.22 35478.05 -30544.83 136+50.00 0 662.24 4933.22 583.28 4933.22 36061.33 -31128.11 136+75.00 0 654.37 4933.22 609.54 4933.22 36670.87 -31737.65 '. 137+00.00 0 649.66 4933.22 603.9 4933.22 37274.77 -32341.55 MOSS RIDGE ROAD Station Cut Area (SF) Fill Area (SF) Cut Vol (CY) Fill Vol (CY) Cum Cut Vol (CY) Cum Fill Vol (CY) Net Vol (CY) i j 137+25.00 5.35 665.6 4935.22 607.94 4935.22 37882.71 -32947.48 137+50.00 0 858.54 4937.23 687.5 4937.23 38570.36 -33633.13 137+75.00 0.27 782.38 4937.33 732. 4937.33 39302.42 -34365.09 138+00.00 23.34 827.52 4950.69 9.25 4950.69 40031.67 -35080.99 138+25.00 91.12 1046.79 4996.45 876.2 4996.45 40907.87 -35911.42 138+50.00 11.81 690.54 5033.13 817.51 ( 5033.13 41725.38 -36692.26 138+75.00 0 j 758.63 5037 671.16 5037.3 42396.55 -37359.25 139+00.00 0 694.93 37.3 771.53 5037.3 43168.08 -38130.79 139+25.00 0 995.14 5037.3 894.82 5037.3 44062.9 -39025.6 139+50.00 6.54 1122.1 X 5041.75 1026.17 5041.75 45089.07 40047.32 139+75.00 0 ! 13 . 7 5046.2 1291.29 5046.2 46380.36 41334.16 140+00.00 0 i 1446.88 5046.2 1520.3 5046.2 47900.67 42854.47 140+25.00 1455.03 5046.2 1580.14 5046.2 49480.81 -44434.61 140+50.00 *0� 1366.16 5046.2 1562.45 5046.2 51043.26 -45997.06 140+75.00 1239.32 5046.2 1472.39 5046.2 52515.65 47469.45 141+00.00 0.17 843.07 5046.35 1237.14 5046.35 53752.78 -48706.43 141+50.00 0.17 240.24 5046.77 1184.33 5046.77 54937.11 -49890.34 tear Fapa4 w, mer eIN. w , oee mwre. u aN.sobuen. me W191 tauKew unn roxa aM. axa lazes naave an 11. Bare. es-a-zou vREJY sl RJRR,R . i -va s cls SHIVEHATTGRY JOHNSON COUNTY 112327-1 EARTHWORK QUANTITIES - MOSS RIOGE ROAD ROW 9$1' , Fez t98) 861-0921 1 ^„N[CKED BYi Jae DAI, 06-13-2CI3 T e2 EARTHWORK SUMMARY Road MAINLINE EARTHWORK QUANTITY ADJUSTMENTS Total F (CY) Moss Ridge 5,046.77 54,937.11 Highway 1 58 1,114.31 3,902.99 Begin Station End Station Road Begin Area End Area Description' Section Type Adjustment"" (CY) Mainline Adjustments 314.$7 -4,044.23 Utility Adjustments 86 121+27.06 121+50.00 Moss Ridge Road 41.16 47.18 Pavement Cut 34.97 71,439 6.333 2.0 60 Moss Ridge 131+54 31 5.167 3.5 27 Moss Ridge 121+27,06 121+50.00 Moss Ridge Road 4.00 4.00 Subdrain Cut 3.40 SANITARY SEWER (Includes Pipe, Bedding, and/or Crushed Stone) Road Station Length (FT} Width (FT) Depth (FT) 121+27.06 121+50.00 Moss Ridge Road 4.00 4.00 Sidewalk Cut 3.40 Mose Ridge 132+50 to +p0 150 3.67 1.5 - 31 WATER MAIN (Includes P' ,Bedding, andior Crashed Stone) 127+50.00 125+25.00 Moss Ridge Road 41.16 41.16 Pavement Fill -571.67 200 2.8 1.4 27 Moss Ridge 126+50 to 127+50 100 2.fi 1.4 121+50.00 125+25.00 Moss Ridge Road 4.00 4.00 Subdrain Fill -55.56 136+pp to 139+50 350 2.8 1.4 48 121+50.00 125+25.00 Moss Ridge Road 4.00 4. Sidewalk Fill -55.56 Depth (FT) Adjustment (CY) Moss Approximate 50150 split lxur culvert in fill vs. cut condition. No adjustment applied. Highway 1 SB 1087+25 3D 725+25.00 126+00.00 Moss Ridge Road 41.16 41.16 Pavement Cut 114.33 BOX CULVERT BACKFILL Road Station Length (FT} Width FT) 125+25.00 126+00.00 Moss Ridge Road 4.00 4.00 Subdrain Gut 11.11 9 68 125+25.00 126+00.00 Moss Ridge Road 4.00 4.00 idewalk Cut 11.11 126+00.00 127+75.00 Moss Ridge Road 41.16 41.16 Pave nt Fill -266.78 126+00.00 127+75.00 Moss Ridge Road 4.00 4.00 Subdrain Fill -25.93 126+00.00 127+75.00 Moss Ridge Road 4.00 4.00 Sidewalk Fill -25.93 727+75.00 128+50.00 Moss Ridge Road 41.16 41.16 Pavement Cut 114.33 127+75.06 128+50.00 Moss Ridge Road 4.00 4.00 Subdrain Cu 11.11 . 'Includes Pavement Includes Subbase, PCC, and Curb "Negative Values represent Deductions in Fill. Positive values represent additions to Cut. 127+75.00 128+50.60 Moss Ridge Road 4.00 4.00 Sidewalk Cut 11.11 128+50.00 731+75.00 Moss Ridge Road 41.16 41.16 Pavement Fill 128+50.60 141+50.00 Moss Ridge Road q,pp 460 Subdrain Fill128+50.00 X92 141+50.00 Moss Ridge Road 4.60 q.06 Sidewalk Fill 131+75.00 133+50.00 Moss Ridge Road 41,16 56.16 Pavement Fill -315.39 133+50.00 136+62.96 Moss Ridge Road 56.16 56.15 Pavement Fill -650.96 138+62.96 138+05.00 Moss Ridge Road 56.16 59.97 Pavement Fill -305.31 138+05.00 138+95.00 Moss Ridge Road 59.91 71.16 Pavement Fill •218.45 138+95.00 141+50.00 Moss Ridge Road 77,16 71.18 Pavement Fill -672.07 Cut Adjustment (CY) 314.87 Fill Adjustment ICY) -4004.23 Note: No adjustments included for pavement structural section along Highway 1 widening, Estimated quantities shown do not lake into account the removal or replacement of 6" depth topsoil. Contractor shall verify all earthwork quantities. No additional payment beyond plan quantity shall be made unless alignment is changedIle B's B's 5 ` "IT) .. yJ Jl SHIVE-HATTTE-RY �naYa4 A`� M, A`a aMd e4U BNreINMnN P8B< NNepeM aMq pDa Oft OAa G32W DRAWN RY, CEM BATEp 1920 JOHNSON COUNTY PReJECT NUMBER 112327-1 EARTHWORK QUANTRIES- ADJUSTMENTS AND SUMMARY SHEET TOTAI - A+eM. IL. gb.,*mn B.. cNxBB,a (So 354.304D Po(s61aB m CHECKED BY, -OB BAre oB-tB-E013 .p3 EARTHWORK SUMMARY Road Total Cut (CY) Total F (CY) Moss Ridge 5,046.77 54,937.11 Highway 1 58 1,114.31 3,902.99 Highway i N8 428. 875.66 Highway 1 Sidewalk ,37 17274 Mainline Adjustments 314.$7 -4,044.23 Utility Adjustments 86 -ggi,pp Sub -Total 6,904.63 54,953.27 Shrink (30%) 16,465.9$ Excavation, Class 10, Roadway and Borrow (CY) 71,439 6.333 2.0 60 Moss Ridge 131+54 31 5.167 3.5 27 Moss Ridge 731+54 46 5.167 3.0 27 Highway 1 SB 1085+33 193 3.267 1.5 6 SANITARY SEWER (Includes Pipe, Bedding, and/or Crushed Stone) Road Station Length (FT} Width (FT) Depth (FT) Adjustment (CY) Moss Ridge 126+65 to 127+15 3.67 3.5 24 Moss Ridge 129+00 to 132+50 350 3.67 3.5 167 Mose Ridge 132+50 to +p0 150 3.67 1.5 - 31 WATER MAIN (Includes P' ,Bedding, andior Crashed Stone) Road Station Length (FT) Width (FT) Depth (FT) Adjustment (CY) M id9e 122+50 to 124+50 200 2.8 1.4 27 Moss Ridge 126+50 to 127+50 100 2.fi 1.4 14 Moss Ridge 720+75 to 135+00 625 2.6 1.4 85 Moss Ridge 136+pp to 139+50 350 2.8 1.4 48 BOX CU RT Road Station Length (FT} Width (FT) Depth (FT) Adjustment (CY) Moss Approximate 50150 split lxur culvert in fill vs. cut condition. No adjustment applied. Highway 1 SB 1087+25 3D 12 7 94 BOX CULVERT BACKFILL Road Station Length (FT} Width FT) Depth (FT) Adjustment (CY) Moss Approximate 50150 split box calve "FII vs. cut condition. No adjustment applied. Highwayl SB 1087+25 0 i6 9 68 Fill Adjustment (GVj 891 . 'Includes Pavement Includes Subbase, PCC, and Curb "Negative Values represent Deductions in Fill. Positive values represent additions to Cut. EARTHWORK SUMMARY Road Total Cut (CY) Total F (CY) Moss Ridge 5,046.77 54,937.11 Highway 1 58 1,114.31 3,902.99 Highway i N8 428. 875.66 Highway 1 Sidewalk ,37 17274 Mainline Adjustments 314.$7 -4,044.23 Utility Adjustments 86 -ggi,pp Sub -Total 6,904.63 54,953.27 Shrink (30%) 16,465.9$ Excavation, Class 10, Roadway and Borrow (CY) 71,439 UTILITY EARTHWORK QUANTITY ADJUSTMENTS STORM SEWER (Includes Pipe, Bedding, and/or Crushed Stone) Road Station Length (FT) Width (FT) Depth (FT} Adjustment (CY) Moss Ridge 124+50 31 3.167 3.0 11 Mass Ridge 124+50 to 128+75 75 3.167 2.0 78 Moss Ridge 124+21 to 124+57 123 5.75 3.0 79 Moss Ridge 128+75 86 3.167 2.0 21 Moss Ridge 129+10 127 6.333 2.0 60 Moss Ridge 129+20 127 6.333 2.0 60 Moss Ridge 131+54 31 5.167 3.5 27 Moss Ridge 731+54 46 5.167 3.0 27 Highway 1 SB 1085+33 193 3.267 1.5 6 SANITARY SEWER (Includes Pipe, Bedding, and/or Crushed Stone) Road Station Length (FT} Width (FT) Depth (FT) Adjustment (CY) Moss Ridge 126+65 to 127+15 3.67 3.5 24 Moss Ridge 129+00 to 132+50 350 3.67 3.5 167 Mose Ridge 132+50 to +p0 150 3.67 1.5 - 31 WATER MAIN (Includes P' ,Bedding, andior Crashed Stone) Road Station Length (FT) Width (FT) Depth (FT) Adjustment (CY) M id9e 122+50 to 124+50 200 2.8 1.4 27 Moss Ridge 126+50 to 127+50 100 2.fi 1.4 14 Moss Ridge 720+75 to 135+00 625 2.6 1.4 85 Moss Ridge 136+pp to 139+50 350 2.8 1.4 48 BOX CU RT Road Station Length (FT} Width (FT) Depth (FT) Adjustment (CY) Moss Approximate 50150 split lxur culvert in fill vs. cut condition. No adjustment applied. Highway 1 SB 1087+25 3D 12 7 94 BOX CULVERT BACKFILL Road Station Length (FT} Width FT) Depth (FT) Adjustment (CY) Moss Approximate 50150 split box calve "FII vs. cut condition. No adjustment applied. Highwayl SB 1087+25 0 i6 9 68 Fill Adjustment (GVj 891 TYPE R -1642-A NEENAH CASTING WITH GASKET SEALS. COVER WITH CITY OF IOWA CITY STANDARD COVER LOGO FOR SANITARY MANHOLE. 1 ADJUSTMENT W RINGS PRECAST RISER SECTIONS E WITH INTEGRAL AS ER SECTION CHIMNEY 2T' DIA -----4 (CITY OF IOWA CITY SEA •M 4B9{N NNk pM 'YMH 5114 0 9619010 LOWEST. FLOWLME J— I TEPS(fYP.) PRECASTTOP PROJECT NUMBER 112327-1 �'ti.-' FLEXIBLE PIPE WRAP EXTERIOR JOINTS WITH tV _ GATOR WRAP OR APPROVED EQUAL ' HOLE DIAMETE JOINT SEALANT OYPI DEPTH 0. AP 9 p•a P fid'• �A*', A PRECAST RISER SECTIONS E WITH INTEGRAL AS ER SECTION LOCATION STATION PLAN H DRANT RADIAL CLFA , SPA ;L L/ C�6 I . TRACER btTRE TERMINAL BMX (DAYI_IGH' BOX) Z-�' I . - f.. OC KABL- C .. LID N1RA-LR WIRE TERMINAL 132X (DAYLI�Hf BOX)( R MUS' BE. ❑N r --,7T (I') AWAY t RI M, HYDRANTI VA V- BOX AV -1, FG GATE VALVE 7TIAL FRENCH ;,l�ADF I RLNCTI L- z BA-KFIL'- 4.i TRACER :RL I WAT Q OI D.VG SPOR' UR I \ HA1T THRUST — 1 Bi 7CK / V ) \ Al r2LtV'D 'FRUST ANCHORING TFC. IR STANDARD B-OCCRING" (SWIVEL L F ATD "RO T � ADAP. JR?. CS JIX'EL Ei PKEY ERRED) -TRUST BLOCK — -12"xi2"x4" CONCRF-E PAD 5ACI<F ILL W/ 2" OR LARGER C'_EAN GRANULAR FILL T `8" ABOVE BD -TOM O� HYDRA^'- STAVC PID-- TYPIC IPETYPIC HYDRANT & VALVE ASSEMBLY (Fiq 7.2) SANITARY SEWER DETAIL, SW -301 l MODIFIED n � FIRE HYDRANT DETAIL (CITY OF IOWA CITY SHIVEFIATTERY Calor Raphl,A, awas City'N Morrek 9tndiyish •pry�po•IL •M 4B9{N NNk pM 'YMH 5114 0 9619010 LOWEST. FLOWLME J— DATE. O6-1T2M3 JOHNSON COUNTY PROJECT NUMBER 112327-1 �'ti.-' FLEXIBLE PIPE tV _ 6" IT�IP.' , • CONNECTION (TYP.) • --�^a�zmm 0. AP 9 p•a P fid'• �A*', A Gl— CLASS 1 BEDDING MATERV,L � B. mp Q >-L> TYPICAL SECTION —1,For 2 additional configurations, maintain a ntmmum of 12 inches of concrete tableau vertical edges of pipe ope..Ings. l7 12 inch minimum riser height above at pipe openings. LOCATION STATION PLAN H DRANT RADIAL CLFA , SPA ;L L/ C�6 I . TRACER btTRE TERMINAL BMX (DAYI_IGH' BOX) Z-�' I . - f.. OC KABL- C .. LID N1RA-LR WIRE TERMINAL 132X (DAYLI�Hf BOX)( R MUS' BE. ❑N r --,7T (I') AWAY t RI M, HYDRANTI VA V- BOX AV -1, FG GATE VALVE 7TIAL FRENCH ;,l�ADF I RLNCTI L- z BA-KFIL'- 4.i TRACER :RL I WAT Q OI D.VG SPOR' UR I \ HA1T THRUST — 1 Bi 7CK / V ) \ Al r2LtV'D 'FRUST ANCHORING TFC. IR STANDARD B-OCCRING" (SWIVEL L F ATD "RO T � ADAP. JR?. CS JIX'EL Ei PKEY ERRED) -TRUST BLOCK — -12"xi2"x4" CONCRF-E PAD 5ACI<F ILL W/ 2" OR LARGER C'_EAN GRANULAR FILL T `8" ABOVE BD -TOM O� HYDRA^'- STAVC PID-- TYPIC IPETYPIC HYDRANT & VALVE ASSEMBLY (Fiq 7.2) SANITARY SEWER DETAIL, SW -301 l MODIFIED n � FIRE HYDRANT DETAIL (CITY OF IOWA CITY SHIVEFIATTERY Calor Raphl,A, awas City'N Morrek 9tndiyish •pry�po•IL •M 4B9{N NNk pM 'YMH 5114 0 9619010 'RAMN HT: AST DATE. O6-1T2M3 JOHNSON COUNTY PROJECT NUMBER 112327-1 --. CNECKE➢ HYD CB4 OATEN 06-134813 DETAIL SHEET REV [S'c9 ll/'g99 I j P IIE.r.EDuEE BEND THRUST BLOCK DETAIL' ' THATAT 91OGK8 PF£ PFa .- AT V (NAD --I- CHNiGEi. Ai vGo III,, AN. AT F@E NYOY NTx TN . ALOP(9 SNNL TE "A roVNEo-m-PLACE coNCNET[ z.I NSF RAD" srp[N4Tx, A IO % NNIMm NF I@ IICI'S TALK, AND SWLLL AE GST AMNST A 'r1` sW.m. NINIsrUIBEY E. OS TA.N 1. AANI AD aD.1, '✓. Amrs W Sgnk LFA I L CMF am fANTICT vIV TIIE cWINI TFA Si BL0.K ' ANO N ME PJPE SNALL AE IDARIE➢ NTON A NLAST6 \I Ur.1 AT PIE CON RETE SEARING SNCWADEN FF -SET. •y . nRaNEx PLUGGED END r THRUST BLOCK QUANTITIES (SQUARE FEET) PIPE SIZE DEAD ENO OR TEE 90' BEND 45' BEND 11-1l4 BEND 22-112 BEND 4' 1.4 1.9 1.0 W, -VE R FJTURE V FIGURE 7,2 6' A8 4,0 2.1 ,1 t.0 8' 4.8 6,8 3,7 19 1.0 10' TO 10.3 5.B 2.8 L4 12' 10.3 14,5 7.9 4.0 2.0 16' 17.8 25.2 1316 TO 3.5 20' 1 27.5 1 36.9 2LD 107 5.4 24" 392 5515 3010 15,3 7.7 30' 603 953 46,2 23.5 11,8 36' 8610 1 1222 661 33.7 16.9 42' 116,6 565.0 891 45,5 229 48' 152,0 1 215.0 116.3 593 29.6 54' 192,1 1 271,6 HITT 74.9 1 3716 THE ABOVE AREAS ARE BASED UPON A SOIL BEARING CAPACITY OF 2000 PSF OF UNDISTURBED SOIL. IF ACTUAL SOIL BEARING STRENGTH IS LESS THAN 2000 PSF, THE THRUST BEARING AREA SHALL BE INCREASED BASED ON ACTUAL SOIL BEARING STRENGTH. THRUST BLOCK BEARING AREA (in square feet) (FIGURE 7.1) REVISED 11,2709 THRUST BLOCK DETAIL HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION SHIVCHATfGRY X84 NDAtI Do, Mage CIA � B1?46 DRAWN BY, AU DATE, 0I 2013 PROJECT NTNHER bkdIL, 9boaftn,B,CItmL WB864BD4o,PRW6354Den CHEGS£DBY� DATEcs-m-x013 JOHNSON COUNTY 2327-1 DETAIL SHEET XNOTEx TRF CER FERMIIE;AI_ R X NIT 17� i •� SHOWN FOR CEP41T Y Rl✓TNAI_ zz '0' IF f'IF'E AFTER - _ PLACED 1' FROM YD2A , I, F TO W, -VE R FJTURE V FIGURE 7,2 C12' AND ARGFR HAv (REQUIRE AJ-T-IENAL EES GF PIPE) EXTEND TRA--ER----,I WIPE TE END OF PIPE n G F VA 1 L S � /T- (� BLOCF P e _ I) UC SPOOL OR # RID .ED OP MEGA EJG HO IINL ',,,'P-111 `.A OR M ,_.,G THRUST BLOCK BLDG 1 SWIVEL IR F;N-HER , � ��� AS REQD BI OR 1 EXTEND 4C -R HYDRANTS: W -.'E END IIF 42" FCR 12" DIA, MAINS IK EMAP' --2 ) 'I -F 1i FER 16' DI'T MAINS HR ARGF R 4 � HYDRANT DETAI OR I % I FUTURE WATER MAIN EXT SION (Fig. 7.4) R--VIS-D!I/POO _.... THRUST BLOCK DETAIL HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION SHIVCHATfGRY X84 NDAtI Do, Mage CIA � B1?46 DRAWN BY, AU DATE, 0I 2013 PROJECT NTNHER bkdIL, 9boaftn,B,CItmL WB864BD4o,PRW6354Den CHEGS£DBY� DATEcs-m-x013 JOHNSON COUNTY 2327-1 DETAIL SHEET - r c c, 17� i •� zz ;,N CV c. J� �= G7 CDW Y� Q c3 N TRACER WIRE DETAIL SHIVC-HAi1C-F2Y CeEUP+W4W`IwaGyN Dee 4a 4U BMwNetlay.ie R894NVCpM➢OwlwaCglaa6P8W ➢RRMBY ar3 nFTE 13-E03_ R�ECaNR86R DAL IL, CHw L 0 13643090 x Fax 13818543➢21 DI£DI('=p BY. CEM ➢ATE. 06-13-20t3 JDHN$DN COUNTY 11i'iZ]-1 �ETAiL.SIiEET N0. SHEETS U.03 i a 1Q EXTEND TRACER NgRE UP FIRE HYDRANT B EL TO ':. INTERNAL TERMINALS CF TRACER :{1Rc S7 ION AND BACK D055?V. REFER TO N{u-201 FOR DETAILS F F!YDR.ANT '.. ASSEMBLY. Q CLAMP TRACER WIRE TO GRGtiND 00 AT SYSTEM TERMINATION POINTS. I FIRE HYDRANT BARR �FIRE HY ANY VALVE _NE'✓'% WATER MAIN 'IRE HYDRANT ANCHOR TEc DO NOT RUN WIRE i UP VALVE BCX� EXISTING WA MAIN POSSIBLE SPLOE 1 NAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH ROUND ROC'S I I TYPICAL 'ETAIL— � TRACER WIRD ILL TALLATI❑N SCA` NE- TC'� aevisEn izieo� S\fK DETAILS\5 STaNDARJS - 4aLer IDvla6n\t/aae, sysLe+tlwy CV c. J� �= G7 CDW Y� Q c3 N TRACER WIRE DETAIL SHIVC-HAi1C-F2Y CeEUP+W4W`IwaGyN Dee 4a 4U BMwNetlay.ie R894NVCpM➢OwlwaCglaa6P8W ➢RRMBY ar3 nFTE 13-E03_ R�ECaNR86R DAL IL, CHw L 0 13643090 x Fax 13818543➢21 DI£DI('=p BY. CEM ➢ATE. 06-13-20t3 JDHN$DN COUNTY 11i'iZ]-1 �ETAiL.SIiEET N0. SHEETS U.03 i a 1Q EXTEND TRACER NgRE UP FIRE HYDRANT B EL TO ':. INTERNAL TERMINALS CF TRACER :{1Rc S7 ION AND BACK D055?V. REFER TO N{u-201 FOR DETAILS F F!YDR.ANT '.. ASSEMBLY. Q CLAMP TRACER WIRE TO GRGtiND 00 AT SYSTEM TERMINATION POINTS. I FIRE HYDRANT BARR �FIRE HY ANY VALVE _NE'✓'% WATER MAIN 'IRE HYDRANT ANCHOR TEc DO NOT RUN WIRE i UP VALVE BCX� EXISTING WA MAIN POSSIBLE SPLOE 1 NAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH ROUND ROC'S I I TYPICAL 'ETAIL— � TRACER WIRD ILL TALLATI❑N SCA` NE- TC'� aevisEn izieo� S\fK DETAILS\5 STaNDARJS - 4aLer IDvla6n\t/aae, ANCHOR THE LAST AND APRON TOGEI PER JOINT (RF -14) ( WEV FLARED END REVETMENT LINE AROUND FLARED END Ei ONCRETE PIPE SECTIONS 12" THICK IDOT VITH TWO PIPE CONNECTIONS #13 - MACADAM SPECIFIED IN PLANS. 11 Jnr.11 •.. �. PRAP PLAN DETAIL 5HIVCI•-IA7-11-:RY BMMN a Fc 2894NpCgMORAbMCM.bM 6P2W DRAW BT, ATJ DAM M-. Rm i GRpJELT N MHER MMM IL. BbdMgbR R� Cla L (9121964SM0• Fu (9N)954bH21 CNECRED HT•cEu DATE•06-1319-2t13� .1�H $�N COUNTY 112327-1 2' WIDE MIN. AROUND ENTIRE FLARED END VVLV L.I1 DETAIL SHEET FLARED END SECTION 1 Width @ Width @1 Tons of ` Tons of Refer to I Section Class Length (ft) Outfall (ft) ! ! D/S End (ft) Depth (in) i Riprap Macadam Sheet I Outfall 2 D 12 9 15 18 12 19 1 Outfall 3 D 5 4 61 181 I 2 3 _ * * * 36 i. 2141 168 Outfall 4*C _ XM.04C Outfall 5 * 36 214j 168 42" Outfall* D * * * 18 58 I 92 M.03 HWY 1 N. 36" Outfall* C 36 173 37 M.07 HWY 1 S. 36" Outfall* j C * * * 36 1 107 M.08 ulvert C *I * * 36' 299 236 M.06 Extention* I C * * * �' 130 103 I U.06 }. No 10 x 5 RCB C * i * * 36 162 128 r M.06 L LLL �s _ I t Class C= I- 1328 1160 Total Zight _ . — * Indicated shee or actual layout of Riprap Tot Class D= 72 Q� — (See 'A . � �� Reference Section 4130 OF OT Specifications. a = Reference Section 16-4 OF IDO Design Manual For Densities. ( Riprap Density -10PCF; Macadam Density = 130.) 0 ANCHOR THE LAST AND APRON TOGEI PER JOINT (RF -14) ( WEV FLARED END REVETMENT LINE AROUND FLARED END Ei ONCRETE PIPE SECTIONS 12" THICK IDOT VITH TWO PIPE CONNECTIONS #13 - MACADAM SPECIFIED IN PLANS. 11 Jnr.11 •.. �. PRAP PLAN DETAIL 5HIVCI•-IA7-11-:RY BMMN a Fc 2894NpCgMORAbMCM.bM 6P2W DRAW BT, ATJ DAM M-. Rm i GRpJELT N MHER MMM IL. BbdMgbR R� Cla L (9121964SM0• Fu (9N)954bH21 CNECRED HT•cEu DATE•06-1319-2t13� .1�H $�N COUNTY 112327-1 2' WIDE MIN. AROUND ENTIRE FLARED END VVLV L.I1 DETAIL SHEET FLARED END SECTION cl V! 0 ` P OP ED GUTTER LINE :- Z) OO CO PR OSED FOC \ sY T OPOSED BOC \ os 51 REMOVE 2.25 ..� / LF , OF 12"RCP STATION = 1087+01.44 OFFSET=0.18'RT G 1 ^ EXISTING STORM INTAKE TO BE REMOVED DURING + STAGE 3 CONSTRUCTION /VERIFY REMOVAL OF PIPE 10' x 5' RCB / ! - INVERT PRIOR TO ORDERING STORM STRUCTURE SW-50 r/ % I W STORM I AKE'. / SW-509 RI 87.86 f f HWY 1 1 EXISTING STORM KE REPLACEMENT DETAIL2 REVETMENTIGRADING DETAIL FOR 10'x5' RCB EXTENsfo-N rp ):71 •� SH I VCI 14 fiC-F2Y � U IPk6 M. U . Cp MOBM6 U m .FNM'.. M 2804 N4pppl, Dr i p ETy pwe 5 ]p5 x .. n ... c ry ; "e E e m c ENM IL . ebariglal L. CNnpq L mlBl as4,w4o , Fm pre? ss4-aezl pRA- BT ai3 pRTEi 06-1T2013 -- —'.. JOHNSON COUNTY PRpJE[T NIIkpEgJ CNECKEp BY. DE. DATE, W-134413. ,izazi-, DETAIL SHEET !. SHEET MD. TOTPL $HEFTS U.OB 1091+00 -- - �- - -- - — 1092+00 , rr: PLAN VIEW TRENCH DRAIN OUTLET 1"=30' 705 700 695 690 685 680 675 OD Q0 - ---- 60-L ---------------- of 12" PVC PIPE 1 1.00 SOUTH SL PE- + —r0-- _ — _.,...r 61NE. RTO it �a n __ T _ --FO -- - EXISTING 0 ILITIES - AND PROTECT --FC-- FG- -----� --F(, -FO - -- STATION = 1 M 00 CD Ci -- ---- ---- F0-- -- 00 OFFSET = 50.14' LT CO (o (o to (DD -? - - - — - -- ----- - - G ---- . - --FO-- - --- ---- --?- _ -FO-— - - - - - T - - - 7 ---- c --- ---- 1091+00 -- - �- - -- - — 1092+00 , rr: PLAN VIEW TRENCH DRAIN OUTLET 1"=30' 705 700 695 690 685 680 675 OD Q0 - ---- 60-L ---------------- of 12" PVC PIPE 1 1.00 SOUTH SL PE- - -- FBER-0PT1 CONTRACT _.,...r 61NE. RTO it FIELD VERIFY ALL - 1 -- - EXISTING 0 ILITIES - AND PROTECT AT ALL TIMES. M 00 CD Ci QO 00 DO CO (o (o to (DD 70+00 705 700 695 690 E 68587.00 680 ,T75 O DO 70+75 N --- `270 LF OF NOTE: SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING PRODUCT. PROFILE VIEW TRENCH DRAIN OUTLET 1"=30' MEW INA -1104 W Construct a continuous trench drain designed, manufactured, and supplied by one of the following: -Zum Industries, Inc. or a designated distributor, telephone(815)806-9826. -ABT, Inc. or a designated distributor, telephone (708) 862-7870. -Hubbell Power Systems, Inc. or a designated distributor, telephone (865) 635-2139. -Approved equivalent. - MATERIALS. A. Meet the specifications set forth by them acturer. B. PCC concrete complying with Se t' 301 of the Standard Specifications. CONSTRUCTION. _ A. Install continuousch drain according to the manufacturer' ecommendation and the contract documents. B. Install g certified for 40,000 pound proof -load acSp#eing to AASHTO M 306. C. a duct tape or wood block to cover drain during paving ope METHOD OF MEASUREMENT. Measurement for Continuous Trench Drain will be in linear feet. BASIS OF PAYMENT. A. Payment for Continuous Trench Drain will be the contract unit price per linear foot. Payment is full compensation for: -Purchasing the manufactured continuous trench drain materials. -Furnishing all equipment, tools, and labor to construct the continuous trench drain. B. Connection to trench drain outlet pipe is incidental to continuous trench drain. NPCC concrete curb paid for under a separate item 1) Slope same as adjacent pavement. 2) Width as specified by manufacturer. Adjacent JLZ iI141V A -A `- Adjacent 4" median CURB AND GUTTER, P.C. CONCRETE, 2.5FT. DETAIL SHEET I 500-20- MOD'.7IED CONTINUOUS TRENCH [TRAIN C 'I C_ u.. 6 r SH II C -FRY CM61 PA 4 a ` bM U `� uoroa µ B Aa H68v • M 289 k tlg k p q pM C6 bnII 8 2 6 ORAYN H ATJ ➢RTE OY -20t3 TROJECT AMBER SNEET TOTAL 11 ftF IL • Bb.*g IL't;ne'°°. 6- pW a61-so,o ` F. p�e1861a9f1 7Ec YaY .L n-- oe �9-eols JOHNSON COUNTY 112327-1 TRENCH DRAIN DETAIL No 8 sl+[eis 2 r Br�'0 orJ CD V— - I �\ Po LEV: 6920[) 1 k aELEV; 692 �, a>- ✓ ` 695 -685 68264 INT BE 681.97 7 1 I � 1 ` \ � �� � _-'��—�—�--'fel %\ � � �� •// % � �I`/\��� _ ``��,; n PLAN VIEW: WEST B IN TOP = 692.25 3 -{ TOP = 692.0 EXISTING I P POSED GRADE PROPOSED GRADE GRADE —� 35A EXISTING GRADE SECTION A -A VIEW: BASIN SPILLWAY SECTION B -B VkW: BASIN BERM NTS NTS DRAWN HTS CEM MTfl PROJECT NHNBER SHEET iBiPL SHIVCt i 4f'I C-RY CNN YpCgU•1.cum,Ovehfi 0.0 MA."BBmy.Bn 4834 aePbOMSa AM, c,xkve BEND, I m -13-E013 JOHNSON COUNTY � 112327-1 BASIN DETAILS n , SCErs NBHy IL , BbanMiElnt It CAimpq IL 0187 86480D8 ` Fv 01W 8,1-0BNI CHECKED Hn JG6 DATE, C6-13-2013 - U 09 NEW 12" WATER MAIN ABOVE, SEE MW.05 — z O _O 24'-0", SEE SHEET V E V.05 V.06 674.22 TYP. STA. = 138+02.2 OFFSET = 63.11' L_ Nt� PLAN - MOSS RIDGE ROAD - NEW \ 3/32' _ V-0. / U) Opz U - EE SHEET V.03 24' 15" RCP PIPE PENETRATION, I.E. = 677.40, SEE M.06 AND V.10 BLOCK OUT CONCRETE AROUND 15" RCP, SEE DETAIL 2N.10 INTAKE STRYOTURE l PER M.06, P. I 'BOX CULVERT 1 z z Op U ET V.03 I RAILING PER DETAIL 1 AND 2/V.09, TYP.—\ / z z z Z Op Op SEE SHEET .03 4'-0", SEE SHEET V.03 42'-2 1/2" Z —�'`----15" RCP PIPE PENETRATION, IE I.E. = 677.40, SEE M.06 AND V.10 675.50 BLOCK OUT CONCRETE STA. = 138+09.9 I AROUND 15" RCP, SEE OFFSET = 59.33' DETAIL 2/V.10 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER, TYP. PROPOSED ROAD CENTERLINE CONTRACTOR OPTION: PROVIDE PRECAST CONCRETE SECTIONS IN LIEU OF CAST IN CONCRETE. MAINTAIN INTERIOR DIMENSIONS OF BARREL SE( APRONS. a I SHIVC-FIATTC--RY aa. n�ua N•hr�N•OrWMN ar wlnm ens xonwowe.. ca lm. 6A2W muVNB so WEpS 3¢W �]HNSUN COUNTY ��7 2327-t PANS - NEW 100780X CULVERT ( ET v, YDtir,L•Bm�YpIa�L•Qt�p�L OY iW+80N. Fn dtl i6t�6@I ocnIE08Y, W wm 06-ctlaa -ter a I SHIVC-FIATTC--RY aa. n�ua N•hr�N•OrWMN ar wlnm ens xonwowe.. ca lm. 6A2W muVNB so WEpS 3¢W �]HNSUN COUNTY ��7 2327-t PANS - NEW 100780X CULVERT ( ET v, YDtir,L•Bm�YpIa�L•Qt�p�L OY iW+80N. Fn dtl i6t�6@I ocnIE08Y, W wm 06-ctlaa DEMO E) WING Wi PARTIAL w \ =14v na U)) �\ DRILL AND EPDXY 18" LONG. MATCH REINFORCEMENT 'SPACING W1 6" IZE AND ED -- -- —-------- �7\ EXISTING CULVERT \ Y \ •l\ IE 677.08 \ EXISTING \ \ PROPOSED SIDEWALK\ EXISTING ELECTRICAL \ SERVICE. USE CAUTION. \ N PLAN - HIGHWAY 1 - MODIFY EXISTING 10'x5' BOX CULVERT 3/32" = 1'-0" SHIVEFSATTCF2Y m��m S D M6 CAY M1ptl�N•bw�C@AN•G-MobaN 9MlYl�M Ye >mlf Md9WNM b++��t4'r �eN N"n'�? JOHNSON COUNTY �r� 172327-1 PLANS -MODIFICATIONS AT EXISTING [DOT BOX CULVERT tlP&A L•BbmipeL L•CWN tL mmmtt -FYmlm86�#YI pEOSDm M/ II�1f50H9 AKi V.02 RAILING PER DETAIL 1 AND 2N.09 ca PROPOSED APRON AND . CULVERT TO UJ _ a agATCH EXISTING SLOPE -90OX CULVERT .J o " ROX. I.E. = 677.07±) - LL. =5 --BOCK OUT CURTAIN L AROUND 6" FORCE o MAIN PER DETAIL 1N.10- w \ =14v na U)) �\ DRILL AND EPDXY 18" LONG. MATCH REINFORCEMENT 'SPACING W1 6" IZE AND ED -- -- —-------- �7\ EXISTING CULVERT \ Y \ •l\ IE 677.08 \ EXISTING \ \ PROPOSED SIDEWALK\ EXISTING ELECTRICAL \ SERVICE. USE CAUTION. \ N PLAN - HIGHWAY 1 - MODIFY EXISTING 10'x5' BOX CULVERT 3/32" = 1'-0" SHIVEFSATTCF2Y m��m S D M6 CAY M1ptl�N•bw�C@AN•G-MobaN 9MlYl�M Ye >mlf Md9WNM b++��t4'r �eN N"n'�? JOHNSON COUNTY �r� 172327-1 PLANS -MODIFICATIONS AT EXISTING [DOT BOX CULVERT tlP&A L•BbmipeL L•CWN tL mmmtt -FYmlm86�#YI pEOSDm M/ II�1f50H9 AKi V.02 30'-0" m9 BAR m9 BAR 30'-0" 4 1/2" 4 1/2" 4 1/2" 41/2 4 1/2" 3" m2 BARS 3" 4 1/2" 3"h1l, ml BARS m2 I I al i i m9m9 a1 ml i I I 1 BOTTOM I I FLOOR i P m2 j LOOR I I I I 1 I 1 ^ 1 O �— �CULVERT i � CLCULVERT I I kl I I TOP k9 SLAB I I k9 BOTTOM SLAB 4 1/2" 4 1/2' "A im k1 _J_�_a1-------------- 1-1- i 2 EVE ED a1 ----------------- I EYWAYi 2x4 BEVELED - ------------------ ------ --------------- ----- --- - - 1 KEYWAY k2 Q BARS 3" 3" k1 BARS 41/2" 112" 3" 41/2" 41/2" 4112" 41/2" `''�' `' -77 4 1/2" 4 112" :) 3" 9" a1 BARS g" 3" ?� c:) 3" 9" al BARS 9" 3'• per. 31"J.0 BAR k9 BAR 3" STANDARD SECTION PLAN VIEW (10'x5') V12'=11-01 TANDARD SECTION PLAN VIEW (10'x5') '�2"=''-0' SHIVEHATf'ERY %4ft N•n. Cot N,o�rs`rw aDw+rN Yn aeH xv/W.u�w aw aq k^a csa�s auvxe wo wro ocu xeu cm acr aux Mety L. Bmr`put L. CMwpp,L plr i6Mpp.Iq pr lN-0itl ��m w-u� JOHNSON COUNTY 112327-1 TYPICAL CULVERT BARREL DETAILS STs V.03 1 • �I d.ON 6' 1 d° 4" N U m1 42 - � d d ad N a' f1 m2 M v 4f2 BAR I SPACING 10'-0" 8 SP.*&1'-0"; e1 BARS e2 BAR SPACING �k2 �b1 10'x5' BARREL SECTION/ a O U 3 D N N coN N r r U N U d O d 5HIVEF IATrE;:FY C�Ca YpYyN• •n•� N•OM McYanN en.we.v Me am+Nu•oe.uwa. ar a. duvxn MV d n ae_a_zma M*^ L • 56.9 • Fat OM1 MI4•Y¢I aLQ2D nn W nw aFli-PAn NEW 12" WATER MAIN PER SHEET MW.05 3" THICK BLUE EXTRUDED POLYSTYRENE FOAM UNDER PIPE (APPROX. 4'-0" WIDE) 1trx5' BARREL SECTION JOHNSON COUNTY i 112327-1 T/SL VARIES I2 (6.7 CWFT*) 1 BACKFILL, IDOT GRAD. 11 N (4 CYIFT*) *QUANTITIES PROVIDED ARE APPROXIMATED. CONTRACTOR TO CONFIRM ACTUAL AMOUNT OF EXCAVATION AND BACKFILL DURING CONSTRUCTION. TYPICAL CULVERT BARREL DETAILS k1 e1 8 SP.*&1'-0"; e1 BARS e2 BAR SPACING �k2 �b1 10'x5' BARREL SECTION/ a O U 3 D N N coN N r r U N U d O d 5HIVEF IATrE;:FY C�Ca YpYyN• •n•� N•OM McYanN en.we.v Me am+Nu•oe.uwa. ar a. duvxn MV d n ae_a_zma M*^ L • 56.9 • Fat OM1 MI4•Y¢I aLQ2D nn W nw aFli-PAn NEW 12" WATER MAIN PER SHEET MW.05 3" THICK BLUE EXTRUDED POLYSTYRENE FOAM UNDER PIPE (APPROX. 4'-0" WIDE) 1trx5' BARREL SECTION JOHNSON COUNTY i 112327-1 T/SL VARIES I2 (6.7 CWFT*) 1 BACKFILL, IDOT GRAD. 11 N (4 CYIFT*) *QUANTITIES PROVIDED ARE APPROXIMATED. CONTRACTOR TO CONFIRM ACTUAL AMOUNT OF EXCAVATION AND BACKFILL DURING CONSTRUCTION. TYPICAL CULVERT BARREL DETAILS n 4 �1 1 4 PLAN - DIMENSION OF APRON - 3 LOCATIONS OL SHIV 'tbA T'C-RY w+a+w•c.. nu - - - - 1ASIL101 1, a�bpaii N xObil aei.mp ra0085F�Ola�t bw aetl °��gPHe JOHNSON COUNTY "" " pq yy Qyy��y 112321-1 TYPICAL FLARED WING HEADWALLS IM yb'�Jr %�8n LOCATION STATION — o KCU <r C? v �6,y?18 1 4 PLAN - DIMENSION OF APRON - 3 LOCATIONS OL SHIV 'tbA T'C-RY w+a+w•c.. nu - - - - 1ASIL101 1, a�bpaii N xObil aei.mp ra0085F�Ola�t bw aetl °��gPHe JOHNSON COUNTY "" " pq yy Qyy��y 112321-1 TYPICAL FLARED WING HEADWALLS IM LL RY p RaY1B:1,•ba CAIN O�IYY�N BIIMIrdR Be BBN MnA9dB W^Brw•(>Oi 1s,B we mw V. LPD MT�'�"13�=�I3 ' JOHNSON COUNTY 112327-1 I TYPICAL FLARED WING HEADWALLS L'tAB. lb��4Bl Orr+a B. (NBB4BB10 FO BBB)INiYFI LIGCNEO BY 0 mm N-1&2013 1 � !'vL=Mxi I L-HY OW. FIW^A,c CF* A -a M*w A sm-m r%b 90MOft rCklww 59816 LMA" rm -� Y9.AL.,iod.1v1 L l Chb. L 4.16568610• Rx0M654B91 �-- ---I JOHNSON COUNTY - yrs � CIEEa¢n W mm ohv�-aw ��z32�'� TYPICAL FLARED WING HEADWALLS m a OD 0 0 U 3 n N N04 r U N U N .o CL ON 1 A'_5 7/R" TYPICAL VIEW - FRONT FACE D 1/4"=1._0. V3 c 4 _ G .m2+" .j car U. 0 N FORCING 5c3 Ob 1'-0" h '-a{ 5c4 @ V-0" 10" owlpft IA -b cft A,mMat aA sh'""pw 9 IMpY OM I-. Qbb ,w pMVM en ISD 1NTfl 96-��.p�� SHIVC-1 IATTCI2Y we.w�,emam •wo.wL pgee4mn•r-terac�wn rocaanen w w�oo-lazola 5c F.F.H. B.F.V. 4c o 4b F.F.V. B.F.H. 6" �-6f3 /�6m1 Tv� 6f2 -'6f1 — 3 TYPICAL S 1/4'=l' -Cr — Tri A to KEYWAY cV d 4d1 M U 4d2 ON - NEAR CENTER OF APRON PARAPET /--TOP OF PARAPET I� 4, t9 d N ° aa I s, < NJ --_ i -- TOP OF OPENING J PERMISSIBLE CONSTRUCTION JOINT TOP OF OPENING P OF WINGWALL DETAILS 4' 1/2•=1 2" CLR. (TYP.) T1 4i1 @ 6 P 5 SECTION —HKUPARAPET 1/2"=1'-0• JOHNSON COUNTY w.mrx 112327-1 G ALTERNATE PERMISSIBLE CONSTRUCTION JOINTS PERMISSIBLE CONSTRUCTION JOINTS TYPICAL FLARED WING HEADWALLS 6s1 0 ' or 6s2 12 37/81 6s3 5b3 ------------------- I - I I I I 1 4c1 @ V- " TYPICAL VIEW - FRONT FACE D 1/4"=1._0. V3 c 4 _ G .m2+" .j car U. 0 N FORCING 5c3 Ob 1'-0" h '-a{ 5c4 @ V-0" 10" owlpft IA -b cft A,mMat aA sh'""pw 9 IMpY OM I-. Qbb ,w pMVM en ISD 1NTfl 96-��.p�� SHIVC-1 IATTCI2Y we.w�,emam •wo.wL pgee4mn•r-terac�wn rocaanen w w�oo-lazola 5c F.F.H. B.F.V. 4c o 4b F.F.V. B.F.H. 6" �-6f3 /�6m1 Tv� 6f2 -'6f1 — 3 TYPICAL S 1/4'=l' -Cr — Tri A to KEYWAY cV d 4d1 M U 4d2 ON - NEAR CENTER OF APRON PARAPET /--TOP OF PARAPET I� 4, t9 d N ° aa I s, < NJ --_ i -- TOP OF OPENING J PERMISSIBLE CONSTRUCTION JOINT TOP OF OPENING P OF WINGWALL DETAILS 4' 1/2•=1 2" CLR. (TYP.) T1 4i1 @ 6 P 5 SECTION —HKUPARAPET 1/2"=1'-0• JOHNSON COUNTY w.mrx 112327-1 G ALTERNATE PERMISSIBLE CONSTRUCTION JOINTS PERMISSIBLE CONSTRUCTION JOINTS TYPICAL FLARED WING HEADWALLS I Ell 1 112"0 GALV. SCH 40 PIPE 5/8"0 INTERMEDIATE GALV. RODS —\ S Ell NX mm ELEVATION -APRON WITH RAILING slum" 1111=1111 6" 4" 1 1/2"0 GALV. SCH 40 PIPE 5/8"0 INTERMEDIATE GALV. RODS offlifflT, MTN CONCRETE WALL 3"=l' -D' SHIVEHArTERY c-dw fto* A m A, b- mam ei&-wus ss11xo1, Oft aFw M a..I � I m� kraft L. Bbm*tPM L• Gllq L 00B OW � F= 00gyp qpmJOHNSON COUNTY 112327-1 RAILING DETAILS V.09 Baa 1/2" GALV. STEEL PLATE c:) r� —,q k Nt 1 2"0 GALV. SCH 40 PIPX:� m `0 11 E 3/16 sf? DRILLED AND EPO -SET (4) 112"0 S.S. ANCHO TYPICAL BASE PLATE FOR RAILING 3"=l' -D' SHIVEHArTERY c-dw fto* A m A, b- mam ei&-wus ss11xo1, Oft aFw M a..I � I m� kraft L. Bbm*tPM L• Gllq L 00B OW � F= 00gyp qpmJOHNSON COUNTY 112327-1 RAILING DETAILS V.09 Baa j..�.1 M Lu cl- S3 0 r-+ WING WALL IE ' 677 T GROUT SOLID AROUND PIPE EXISTING 6" FORCE MAIN BLOCK OUT CONCRETE AROUND EXISTING FORCE MAIN DETAIL - EXISTING FORCE MAIN BLOCK OUT 1/2'=1'-0' SHIVEFIA *1HRY C. R.Pkk a• Im an. w I a wmnw ex-ftft%IM a rapr W^a ap w. sms JOHNSON COUNTY r �zc�i .cru u.en.ovoz=_+14 Itly L. BIIDEF*1 L. Cll q OY LN3DIO. Fn d01l4lYtl pECIhT W MLFi 06-13-E013 GROUT SOLID WATERSTOP ALL AROUND PtE / \ AROUND OPENING. 15" RCP SEE NOTE 7 BELOW 2„ REINF. (A) REINF. (B) NOTES: 1. MOVE REINF, MAX. OF 2" CLEAR OPENING, CUT REMAINING BAR THROUGH OPENING. WHERE REINF. MUST BE CUT, ADD REINF. "A" AT LEAST EQUAL IN AREA TO THAT WHICH WAS CUT AND EXTEND BEYOND OPENING DISTANCE ��Y" 2. DIAGONAL BARS "B" TO BE PLACED: A. AT CL OF WALL WHERE ONE LAYER OF REINF. IS PROVIDED. B. AT EACH FACE OF WALL WHERE TWO LAYERS OF REINF. ARE PROVIDED. C. AT TOP AND BOTTOM OF ALL SLABS. 3. UNLESS OTHERWISE NOTED, SIZES OF REINF. "B" SHALL BE THE SIZE OF THE LARGEST REINF. BAR CUT. 4. Y = CLASS B LAP 5. THIS DETAIL IS TO BE USED WHEN NO OTHER DETAIL IS SPECIFIED. 6. MINIMUM REINF. "A" AND "B" AROUND ANY AND ALL OPENINGS SHALL BE #5. 7. WATERSTOP BY GRACE CONSTRUCTION PRODUCTS, ADCOR ES HYDROPHILIC NON -BENTONITE WATERSTOP FOR NON-MOVING CONCRETE CONSTRUCTION JOINTS. Ir"A DETAIL -15" RCP BLOCK OUT 112327-1 Is UTILITY PENETRATION DETAILS TYPICAL BARREL SECTION - REINFORCING BAR SCHEDULE AND QUANTITIES al bi el e2 11 TYPICAL FLARED WING HEADWALL REINFORCING BAR SCHEDULE AND QUANTITIES DIAMETER LOCATION SHAPE BAR NO. LENGTH WT. FENCE ANCHOR 5fa 2 3'-1" 7 WINGWALL, B.F.H. �` 4b1 2 19'-4" 26 WINGWALL, B.F.H. —� 4b2 6 VAR ACH 11-8"TO 17'-11" 59 WINGWALL, F.F.H. —�. 5b3 2 19'-4" 40 WINGWALL, F.F.H. 5b4 8 VAR 2 EACH 8'-7"TO 17'-11" 111 WINGWALL, F.F.V. — 4c1 32 VAR 2 EACH 2'-9"TO 7'-8" 111 WINGWALL, F.F.V. — 4c2 4 7'-0" 19 WINGWALL, B.F.V. 5c3 12 VAR 2 EACH 7-9"TO 4'-5" 45 WINGWALL, B.F.V. —1 5c4 VAR 8' 9ATO 11'-9" 213 WINGWALL, B.F.V. 5c6 4 11'-11" 50 APRON, LONGIT.,BOTT. — 4d1 7 13'-6" 63 APRON, LONGIT.,BOTT. — 4d2 6 14'-4" 57 APRON, LONGIT.,TOP. — 6f1 10 13'-6" 203 APRON, LONGIT., TOP — 6f2 6 VAR T' 9ATO 9� 3" 59 APRON, LONGIT.,TOP. ---". 6f3 2 19'-4" 58 PARAPET, VERTICAL 9 4i1 21 6'-1" 85 PARAPET, HORIZONTAL — 7,11 4 11'-2" 91 APRON, TRANS., TOP — 6mi 15 VAR 1TO 16'-7" 314 APRON, TRANS., BOTT — 6m2 10 VAR TO" 10'-3" 120 CURTAIN, HORIZONTAL — 6p1 4 10'-6" 63 CURTAIN, HORIZONTAL 6p2 6 9'-10" 118 WING SLOPE, BOTH F. r--,_ 6s1 4 7'-8" 46 WING SLOPE, BOTH F. 6s2 4 14'-9" 89 WING SLOPE, F.F. 6s3 2 20'-0' 60 CURTAIN, VERT. ----D I 5t1 16 6'-6" 108 ESTIMATED QUANTITIES (ONE HEADWALL) REINF. STEEL 2215 lbs. CONCRETE PARAPET 1.4 16'9 WINGWALLS 3.7 FOOTINGS 11.8 BAR LIST f k2 BENT BAR DETAILS 5'-0 7/16" 1, 9 1/8" 8" D=4 1/2"co n 6s1 LENGTH i LENGTH �— 5fa NOTE: ALL DIMENSIONS ARE OUT U 4i1 2'-3" 112' 11" QUANTITIES k9 m1 m2 m9 CONCRETE (CYIFT) L SIZE I SP. I L SIZE SP. I L I H I V SIZE L SLAB FLOOR WALLS TC Ill' -2"I 6 1 6 Ill' -8"I 5 1 6 1 8'-0"12'-9"15'-3"1 5 11'-8" 0.316 0.407 1025710. LENGTH t~J �? zv Lu - D=3 3/4" -� 5c4,5,&6 BENT BAR DETAIL m D33 3!4."'- 412 D=5 1!4 H k2 & m2 NOTE: ALL DIMENSIONS ARE OUT TO OUT. D=PIN DIAMETER / #4 BAR = 0.668 LB/FT #5 BAR = 1.043 LB/FT / BEVELED 2x4 KEYWAY s a 4 ° ONE SET OF Rr1 x 3'-6" DOWEL BARS @ 1'-0" SPACING REQUIRED IN SLAB AT ALL CULVERT BARREL JOINTS (11 REQUIRED = 40 lbs) TOP SLAB C STRUCTION JOINT DETAIL D = PIN DIAMETER " TOTAL QUANTITIES ITEM CONCRETE, cu yd STEEL, lbs RAILING, LF EXCAVATION, d BACKFILL, cu yd ..,. Q CULVERT EXTENSION: (1) FLARED WING HEADWALL 30'BARREL RAILING ^f EXCAVATION ; BACKFILL 46.3 7447 45 310 184 ~� 0 w NEW CULVERT: r -*7 'p ryt (2) FLARED WING HEADWALL C? a Zx 120'BARREL v J"' EXCAVATION ID BACKFILL 151.4 25357 90 1020 608 �..; TOTAL 197.7 32804 135 1330 792 SHIVCI 14f TORY a Roft A,• C A." kWh%R th MeL.9eaNga4L•Qbpg6 wware• In aw rt•or omelo�apc� male •Y dS4ig0 • •086tli• Pac uuwon H � O61a w8 JO PlSON COUNTY PRO ECf Ma®E 2327-1 TYPICAL CULVERT SCHEDULE DETAILS �1 �S acq�n en W A91fl ac-lsawa V.11 4 0 N M N r, o 1085+40 - - - 90 690 - - _ -_ - - � __ d d: �-- - _-- - - -- --- 6 685 685 680 680 675 675 670 -220 0 -180 -160 -140 -120 -100 -80 -60 -40 0 20 40 60 W a °' ----- -1085+50- --- -- -',- 690 -I co o i - ---- 685 680 _ 675 675 670 - 1 - 670 I -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 OI � 1086+00 ' cow 690 <r co - -- - - -- - - - -- --- --- 685 .. i mm - _.!. - 685 --- - -- --- -- - - -- -- - -- - 680 - - - - 680 675 675 '� -220 200 -180 -16 -140 -120 -100 -80 60 -40 -20 0 20 40 60 oI : �I 1086+50 690 :.:— , - - -- -- ----- ---- -- 690 685 - - -- -- --Q - 685 I — — _--u —Y --. 680 675 i 680 675 � I _ _ ) ( -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 0 10 21 n SCAt£ N FEET y SHEET TMIL = Ce]u 6 ft U. A.M GM U • OM MOFaq U &R.aHaXMy. kG 283M1 tbetlyple LM41M8 Gy. XNK 6120.5 .RAW. BYE uEM MTE� O6 -t3-2013 PQ]JEM NIMHER CROSS SECTIONS - HIGHWAY 1 SB .0. SHEET$ SH�VC-HATTERY MOR-5d•fiMmigba•wmpciE 6re3saoo.eu9M�<aa ne oe unTea—c-13 JOHNSON COUNTY 2327-i W.01 WE n 0: Oct 1087+00 690 690 685 - - --- - -. - - --_ -- _- 685 680 - -- ; - ---t - 680 -220 -200 -180 -160 -140 0 -100 -80 -60 -40 -20 0 20 40 60 of 1087+50 sso �— - 690 685 E - _ -_ - - -- --1--- - 685 r- --- sao FJ k sso 1 ' - 1 - _ 675 - 675 -220 -200 -180 -160 -140 -120 -100 -80 -6 -40 -20 0 20 40 60 o: 1088+00 690690 - 685 685 _ __ —_ 680 -- - ---------------- ~J~ .. 680 675 � _ 675 -220 -200 -180 -160 -140 -120 -100 -80 -60 40 -20 20 40 60 q 1088+50 3 % Cb 690 685--- 685 680 680 675 - _ I 675 670 ..,. -_- _ _ � i - - _ 670 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 D IC 20 SCAIE IN F -ET L /��^ SHIVEHA ERY cmvroWau wncr4.A R.kiP A •;. -::.1 1,,: N, I NwIR,�•aga t�pM��I.� CN0 IL sib tw,N 2B8 wftp pMM2Cy,VW 6?2H5 dre7 asasoio, ru pe)as+-eaz1 HRpWNHY: Eu DATE,06-13-2013 JOHNSON COUNTY RNELTNKHER' 112327-1 2 7 0$$ EGTIONS-HI HN 1$B SMDET ',.. S�EELS —_-. CNE[KEO BP 300 DATE: W-13-20(3 W 02 cr ti 0 0 N m 0 N m 3 OR 0 O U m 3 0 N I i 7 690 685 680 675 i ILL 695 690 685 680 675 695 U 690 N 685 5 01 _—T i L- --- T–I `--- _- - - - - - - ----- _ - P 690 685 680 675 i ILL 695 690 685 680 675 695 U 690 N 685 5 01 _—T i L- - T–I `--- 0 680 a` -220 -200 -180 -160 -140 -120 d aT 3 S�"���%Ci'�Q apy c.m,F w, rows cln.w,o.. saro.w snne.lbn y.to 2B%NMM12.M1 wIK love City. be. 63215 BR.VN BY. EM y. Motq IL. 860"Va lLI Clt. IL 14310166h9D16 • Faz491�)861-0821 CHECKED HYr doe -100 -80 -60 -40 -2u \u . PROJECT NUMBER :. JOHNSON COUNTY -... 1..... 1 695 690 685 680 20 40 60 0 10 20 L'� i4 SCA, % FEET CROSS SECTIONS - HIGHWAY 1 S8 I C 1092+50 O' oI 1093+00 I 1093+50 -- 690 - -- - _ 685 680 .675 20 40 69 ^° 690 --- 690 --, 685 --- 685 680 ----�= - - -- - -- - - 675 I 675 -220 -200 -180 1 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 D M 20 SGLE IN FEET SHIVChIATTC-RY BeghU•weCTy,U•osM,eU BMMh.rYK:E NT,..p IMTM... i4Ul.1BY, .. ➢RTEp613m3 IPROJECTNUMBER SHEET TOTAL L. BID➢ReplanR•CNcapy lL Mfl1951So10•Fex �N8613BE7 ---' JOHNSON COUNTY 112327-1 CROSS SECTIONS - HIGHWAYI SB no. sBEEn OIELKED BY, .lo PATE 06-13-2013 W � ti 0 0 N M 0 N 111 1094+00 690 685 680 O� �I 1095+00 675 -220 -200 -180 -140 -120 -100 -80 -40 -20 0 690 685 680 675 20 40 60 SH I VCHATTERY cw rowa. w • b e cex w or na na u Bl V ft ); tr s Nutlpro L1M � aY.I 5PZw xxav" av c d narEi cs- a-zxin I C - s" i> JUHNSNN COUNTY ate= "BER 112327-1 ROSS SECTIONS AM HIGHWAY 1 SB vOA IL Bbam4 JL CrkM L (mB186h90b Fu {>�136L9B21 Tco 675 -220 -200 -180 -140 -120 -100 -80 -40 -20 0 690 685 680 675 20 40 60 SH I VCHATTERY cw rowa. w • b e cex w or na na u Bl V ft ); tr s Nutlpro L1M � aY.I 5PZw xxav" av c d narEi cs- a-zxin I C - s" i> JUHNSNN COUNTY ate= "BER 112327-1 ROSS SECTIONS AM HIGHWAY 1 SB vOA IL Bbam4 JL CrkM L (mB186h90b Fu {>�136L9B21 I, 690 685 680 ------ - `=--- --- -- -- -220 -200 -180 -160 -140 120 -100 -80 -60 1096+00 - -- - --- - - 690 685 --80 -40 -20 0 20 40 B ,D 3D SME iN fEET SFI !1f , bf E CAbI lblyd; M kMq CYyS U py Mypy U gFNeAylten} In '!A'1} Ned pRy yrya CDy, I.Mf 6Y11G HRRYN HY CEM DRTEi pb_t}Epty PRl)JECT tNMBER I SHEET TOT41 k ,,. .; .,.�y�. gppRy� L, CMS L ,�ppp,� g�,�t -------- JOHNSON COUNTY 112327-1 CROSS SECTIONS - HIGHWAYI S9 No. aNEeTs [NE[NED HY JOB MTEE 06-134pt9 IIQ 3� 0� 1 +50 690 690 685 ! - - -- - - _ 685 - 680 ----- ---._�.- ------- -- - 680 220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 0: 1097+00 690 690 685 d' - -- - ---- --'---'_ o a ., 685 680 ---- --- - - - - -- - - - - 680 675 - 675 -220 -200 -180 -160 -140 -120 -80 -60 -40 -20 20 40 60 0 �aM ' i --tom a 0: �j 1097+50 - 690 - 690 685--- -_ - - �-- ----- 685 680 - ---- -_- - - -- - O ' = -- - - -- 680 675 - _ _ 675 -220 -200 -180 -160Z/-140 -120 -100 -80 -60 -40 -20 0 20 40 60 B ,D 3D SME iN fEET SFI !1f , bf E CAbI lblyd; M kMq CYyS U py Mypy U gFNeAylten} In '!A'1} Ned pRy yrya CDy, I.Mf 6Y11G HRRYN HY CEM DRTEi pb_t}Epty PRl)JECT tNMBER I SHEET TOT41 k ,,. .; .,.�y�. gppRy� L, CMS L ,�ppp,� g�,�t -------- JOHNSON COUNTY 112327-1 CROSS SECTIONS - HIGHWAYI S9 No. aNEeTs [NE[NED HY JOB MTEE 06-134pt9 IIQ 690 685 680 �I 1098+00 675 220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 690 685 680 675 20 40 60 685- 680 - 675 - _220 -200 -180 -160 oI . 1099+90 685 - ---- -- 685 - ___- j - L- - 685 680 - �' , _�.. 675 - 6 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -2 0 20 40 60 0 0 30 wow - SCALE IN FEET IH I VCHATTERY Coit B�� U ONG CA15 u °i NRS• U BN1vIN'' M94 �10ttlipib ph4 k'M'� f�NB F-IRAVN BYE CEM ApTEi 0E13-2013 I PROJECT MAMIER SHEE' TOTAL JOHNSUN COUNiY � - 112327-i CROSS 35C MNS- HIGHWAY I SB Na SHEET: Bq L Bb.&,M, IL CMupq IL 61W 8649810 ia+[ 861-0821 CHECKED BATED LN W O7 .121 -- 675 220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 690 685 680 675 20 40 60 685- 680 - 675 - _220 -200 -180 -160 oI . 1099+90 685 - ---- -- 685 - ___- j - L- - 685 680 - �' , _�.. 675 - 6 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -2 0 20 40 60 0 0 30 wow - SCALE IN FEET IH I VCHATTERY Coit B�� U ONG CA15 u °i NRS• U BN1vIN'' M94 �10ttlipib ph4 k'M'� f�NB F-IRAVN BYE CEM ApTEi 0E13-2013 I PROJECT MAMIER SHEE' TOTAL JOHNSUN COUNiY � - 112327-i CROSS 35C MNS- HIGHWAY I SB Na SHEET: Bq L Bb.&,M, IL CMupq IL 61W 8649810 ia+[ 861-0821 CHECKED BATED LN W O7 93+50 \ 0I 680 _: 680 675 - 675 -20 0 20 40 94+00 690 --- -- - --- ---- 690 685 685 680 680 675 675 -20 0 20 40 60 690 685 680 675 OI �I 94+50 N -20 0 20 40 60 o: �I 95+50 690 - - 690 v 685 - -- --- - - -- --- — 685 680 680 675675 1 -20 0 20 40 60 96+00 6 °D690 ---- . _ m __._.._,. 685 - - --- 685 680 .. --' ' 680 675 - 675 -20 0 20 40 60 OI Z685690 96+50 690 m °T --1T' 685 t7!- 680 -20 0 20 40 60 �:I 97+00 i m 0 20 40 60 d rr7 a la zo SCALE IN FEET SHIVCi IATTCRY Ctiv Pepa41A•kwe C"..M•Dw MW eq IA SMe bapy.lw 2894 Np haeb I=bxe qry, bxs 614x6 PAWN aYi cell DATE �_T}1113 PROJECT NUMBER SKEET TOTAL c N^�A IL I a�N+wan L creew MM6615M0• Fa[IaRi 46.6e21 accxcn an m DATE os -13-1M3 JOHNSON COUNTY 772327-i CROSS SECTIONS NB N6 sMEEis W.O6 I 98+0 �I LU 0 6EW co - r 690 w. 685- - 685 — 6 ( -' ' ' 685 675 _ o -20 0 20 40 60 O� 98+50 690 - � rn -',I I 685 w - - 680 675 -20 0 40 60 99+50 685 ___ 00 a;(0 685 >` 680 h - —'r 680 675 675 -20 0 20 40 60 685 _ _-__ 685 os 680 680 L --675 675 .. -20 0 20 40 60 685 680 675 -inn�t;n 0 0 20 40 60 685 680 675 99+00 101+00 685 - -- - `� 0 685 690 -1—� - 690 680 685 �j-_ - - -- 685 '4 685 675 680 680 -20 0 20 40 60 -20 0 20 40 60 a ie w SCALE 'ti TET 9 I r. SHIVCI IA��R Y DRPVN HVi !£M DATE- PFRIEC- NOMHER �..,. "� SHEET TpT0. Cxw flaDMa w • M.n Cpy, w . or Maw w &�.sNeMe�S lne Nvtlgeb M+e Iwf Cq, mw Eme -_-... os-T3-xau _-- CROSS SECTIONS -HIGH WAY 1 Ne Nn '.. sHEETs Marg L•9lootrkgro L•CMwmL j WfBI ffi15010•Fm 18tl13H1-8821 JOHNSON COUNTY 112327-t W.09 [HELKE➢ HTS Nie DPTFi c6-13-2013 101+50 685 680 r -20 0 102+00 685 680 -20 0 ,j 5, 0: 103+50 0 ' M rl ID 685 685 --=- -- - a_-..-. - ----- �rt ___ _ - . __ 685 680 _ - _ _ 680 680 675 L- 75 20 40 60 -20 0 20 40 60 SI O: ryl 685 680 60 104+50 690 - I 690 685 -- --- 685 680 680 20 0 20 40 60 I o; �� 103+00 w 105+00 0� 685 M 685 690 690 _ ---- - -. ___ 680 =_ 680 685685 i_. < ,, - -: � M ., 675 ,- 675 680 _ 680 -20 0 20 40 60 -20 0 20 40 60 h 1 W 10 20 � G N FEET er�vp� ec e Y RfpW4IA • r b . U . Oa m L 0. 12BRN IL•BbpNnH1BT1 B- CBIIaw A. &t eJNBeO Fn 284 NpByeM AMB bw0 C bxe 622 5 (sm7 B61'ao°°' qM �am}�I.egm DRAWN HT. in" HATE p5 13 0 PROJECT NUMBER JOHNSON COUNTY 112327-1 CROSS SECTIONS -HIGHWAY i NB SHE£f TOTAL TAL TOCETS cNE :oe DATE o M-zmB WN;.B rom I a c 705 700 695 690 wi vl 121+27 R90" in i 00 . U!I N, 122+00 i 705 705 700- =- -- - : --- r w _ -: 700 695 A - 695 to too) -140 -120 -100 -80 -60\ -40 705 _ - ,— -20 0 20 40 60 121+50 705 700 695 690 100 122+50 0 ,U 3p SCA� IN TET SHIVCI IATTC—F2Y �. N.daaa•n.. cro,u,o.. .,w as xelwy. r� mx pRNVN Hn utip, +E � `N �R`i'�W.IL cm.'V51-HOID �` PFR NM heT 6RTA6 CXECKEO BYi xpB MTE 1}Zpy3 PRpJECT NNMHER MO$$RIDGE ROAD SND TOTAL GEM -TE, JOHNSON COUNTY faR pg135t8p21 ,}zna 112321-0 CROSS SECTIONS- N¢ s7cEis xa7 U!I N, 122+00 i 705 705 700- =- -- - : --- r w _ -: 700 695 695 690 _ .. 690 685 rn rn. co m- - 685 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 122+50 0 ,U 3p SCA� IN TET SHIVCI IATTC—F2Y �. N.daaa•n.. cro,u,o.. .,w as xelwy. r� mx pRNVN Hn utip, +E � `N �R`i'�W.IL cm.'V51-HOID �` PFR NM heT 6RTA6 CXECKEO BYi xpB MTE 1}Zpy3 PRpJECT NNMHER MO$$RIDGE ROAD SND TOTAL GEM -TE, JOHNSON COUNTY faR pg135t8p21 ,}zna 112321-0 CROSS SECTIONS- N¢ s7cEis xa7 wi I 123+00 700 695 690 685 z i 680 Sou 100 140 120 100 80 60 40 20 0 20 40 60 80 u.i i z s 123+50 700 b90 - 695 E95 690 OD ll� LU Ro 685 m co_ f 680 685 co w 680 - - 140 -120 -100 -80 -60 40 -20 0 20 40 60 80 100 wl 124+00 700 -T — 700 i - - 695 695 _ } . a N 690 — — -- 690 m uu'i a -- - _ ----- 685 685 i mto 680 c . 686 -140 -120 0 -80 -60 -40 -20 0 20 40 60 80 100 S 695 0 690 n co 685 rt 0), 680 U N N O ------------- a d 01 C L Ui F 124+25 -120 -100 -80 -60 -40 -20 0 695 690 685 680 20 40 60 80 100 ,o X � SF"}}�Ct'},Q�"��.Y p°aa4 a'�^Cm'u` «0 �M011a '� zaw rvvFwte ort.+. bvw ccf,.l 627A6 ranvn av, aun nnre ae �3-xeu vuwEcr. nuneEa CROSS SECTIONS - MOSS RIDGE ROAD "" AbR'q Il 9 m0. Cll p L �sba-sao F JOHNSON COUNTY 1'12327-1 x.02C60,1 3 - rt 0), I ------------- ofco -120 -100 -80 -60 -40 -20 0 695 690 685 680 20 40 60 80 100 ,o X � SF"}}�Ct'},Q�"��.Y p°aa4 a'�^Cm'u` «0 �M011a '� zaw rvvFwte ort.+. bvw ccf,.l 627A6 ranvn av, aun nnre ae �3-xeu vuwEcr. nuneEa CROSS SECTIONS - MOSS RIDGE ROAD "" AbR'q Il 9 m0. Cll p L �sba-sao F JOHNSON COUNTY 1'12327-1 x.02C60,1 3 e IN Ilii wI i 124+50 686 -- -140 -120 -100 -80 -60 40 -20 690 - 685 —J 680 20 40 60 80 100 wl uji 124+75 695 1695 690 - -- - - - o. i --- - - -- - -ED 69d 685 - h,- - 685---- - -- 680 � 680 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 695 MID ___ ---- - - - co c — _ 690 --- - - 685 680 -140 -120 -100 -80 -60 -40 wl F� 125+00 i L6 695 690 --- . _ - 85 80 -20 0 20 40 60 80 1qq '�? 4 uj� - C1 p t"" O.I l U X ~ m Co 125+25 j 695 ri _ --- -=—° -- — — — 695 690- -- — -- 690 685 - 685 680 680 - -140 -120 -100 8 -60 40 -20 0 20 40 60 80 100 0 ,0 ]0 VN IN MET 5Y"11 V EFIA E i !_ F,tY team nwua w, n n dry, w , oa . w S�MReum/, ins aaa nnuq.m m... wve ay. aea p?,6 nRnvN Pn CE; nnrE: as-,3-3ou PROJECT NUMBER ..: E., ebwrbnmq L pin. u,m ssRawa.r-� JOHNSON COUNTY -.-. s.r SHEETS aw'evn cxccNEn nrvovnre: DI-13-nn,3 112327-1 CROSS SECTIONS- MOSS RIDGE ROAD M mxEErs X 03 L I e ui .I uil 127+50 i 695 690 0'0 - - Ir _ _ 690 _-_ ----------- -- 685 685 _ __�__ , CID co 680 i - 680 -100 -80 -60 -40 -20 0 20 40 60 80 100 wl K.$ 695 4 m CO rn am 0 °J 695 Lo rn.. wm ca!n Cli v cc - m 690 ._ 685 .:..�+w -- -' � � -100 -80 -60 -40 -20 0 20 40 60 80 100 m rn u.i! „ ti u;l 128+50 �I 695 690 685 -100 -80 -60 695 6 685 -40 -20 0 20 40 60 80 100 o LNELNEp 1p S2p so- -NU S(VELIATTERY P.'ECT NNBE112321-i CROSS SECTIONS -MOSS RIDGE ROCMELT AL XOSML`Baoff L`,L Hn9TE!JNHNSNN COUNTY SHEE _ r� o rn Lo rn.. wm ca!n 695 6 685 -40 -20 0 20 40 60 80 100 o LNELNEp 1p S2p so- -NU S(VELIATTERY P.'ECT NNBE112321-i CROSS SECTIONS -MOSS RIDGE ROCMELT AL XOSML`Baoff L`,L Hn9TE!JNHNSNN COUNTY SHEE 690 w: ; 685 680 ~ S4 675 C 670 I" 665 140 -120 -1 -80 -60 130+00 Wi F� 690 1 - - 685 680 675 J --- 670 20 40 U;I 60 80 100 I 690 685 680 vl ,- --------- - -- 675 F of al i 670 665 40 -20 0 20 40 60 80 100 ., Wi U;l wl N V' 690 ( U' - 690 } I 685 685 m - - - - -- -----=,. { C3 680 Uji ; ----- ICD - -- .ar-- - -- -` 129+00 675 675 ~ - o c3c 690 I y r-'00 690 LL3 _ 670 685 -100 -80 -60 -40 -20 0 20 40 60 80 100 685 I > ' -b ! - 680 680 N - _ 675 675 -100 -80 -60 -40 -20 0 2 40 60 80 100 690 w: ; 685 680 ~ S4 675 C 670 I" 665 140 -120 -1 -80 -60 130+00 Wi F� 690 1 - - 685 680 675 J --- 670 20 40 U;I 60 80 100 I 690 685 680 vl ,- --------- - -- 675 F of al i 670 665 40 -20 0 20 40 60 80 100 p 20 CS-I..IIVEHAT-1 ERY (M10IWftIAl1.cftA,O WO m 9hAB141M,Y.k, 2��0.NrcB1ybPi,6Iv.NCAS'.MhH 6R1iq DRAVN BYE--_. CHA pATFiC6-L3-2Ct3 PROJEC xIIMBER I SHEET SO1AL JOHNSON COUNTY 112327.1 GROSS SECTIONS -MOSS RIDGE ROAD xo. an MMM. LL, Bboa*aM R ` C110W IL (31M8645010 `Fez 351-8921 '.. LME[KE➢ HYD J09 ➢ATEA 06-13-20t3 %.�B Wi wl 130+50 V' 690 ( -- - 690 } I 685 685 m - - - - -- -----=,. { 680 680 n _sa ----- ICD - -- .ar-- - -- -` 675 675 _ - I y r-'00 _ 670 670 -100 -80 -60 -40 -20 0 20 40 60 80 100 p 20 CS-I..IIVEHAT-1 ERY (M10IWftIAl1.cftA,O WO m 9hAB141M,Y.k, 2��0.NrcB1ybPi,6Iv.NCAS'.MhH 6R1iq DRAVN BYE--_. CHA pATFiC6-L3-2Ct3 PROJEC xIIMBER I SHEET SO1AL JOHNSON COUNTY 112327.1 GROSS SECTIONS -MOSS RIDGE ROAD xo. an MMM. LL, Bboa*aM R ` C110W IL (31M8645010 `Fez 351-8921 '.. LME[KE➢ HYD J09 ➢ATEA 06-13-20t3 %.�B D 690 685 680 675 -100 -80 -60 wi c.I 131+00 ~� _ 690 - -- 685 - 680 -- - -`- 675 40 -20 0 20 40 60 80 100 WI 13N U' 690 685 crr - 680 o I'l n a 675 -- ---- -100 -80 -60 -40 -20 0 690 - ol. 685 wo 680 o r — 675 h ro _so 670---- -100 -80 -60 40 -20 ❑;I U' h� 20 \ 40 / 60 690 685 680 - 675 80 100 wl Hyl 132+00 ~I - 690 685 -. - - - 680 - 675 CID 670 0 20 40 60 80 100 132+50 6901-- - 690 685 ~I - - 685 d - -- 680 -- 80 r z 675 co Cl) -- -- n -K - _ w.__._-- - ---- -- - - _ 67 670 - _.__ P 670Py -100 -80 -40 -20 0 20 40 60 80 100 �s CIT q+' 31 CID o i0 a0 SCP1E IN FEET _ SHEET T°TA, 9—I —�VY reart AN%ILHWkl% u • kxa Oft,to u • N IIeq u aTte-Ibttery, c 2894 Nvcl FR BtFu. bAB my, bwn sazK6 nvAvx en cEu HATE abya-zoia PPO reMece i�y327-t CROSS SECTIONS -MOSS RIDGE ROAD X OT �L• "��Il•C{Yca06 �L (8Kh �i-9018• C9 964+30A LMELKEO BTS JOB BATE 06-t3-2413 JOHNSON COUNTY .0 s¢ErS i 690 aa� U�1- 134+00 690 -- - - 1 r — _ uj Q- 133+00 cl 690 . 7 N 685 680 .-lDO DO rn 690 aa� U�1- 134+00 690 -- - - 1 r — _ In cl -60 -40 -20 13z yv c`°o co 00 Co 00 100 -80 -60 -40 -20 0 5HIVCHATT'ERY C,.R ptd%4� Cb. IA, OM A Stas}kfiery- ' Nerd N fA M. I— 5PZ/5 I DRAVN DYE av Ww, IL, Mol IL, Ctkp L (308b4➢d0 I ft K" 3WHKd ' CHECKED By, JCR JOHNSON COUNTY 685 680 675 60 80 100 LLIi U' h� I 690 685 680 675 20 40 60 80 100 0 ,C 30 4�'m� SC&E IN FEET Nc T mi ""'T "DE" CROSS SECTIONS - MOSS RIDGE ROAD � ---� 11232P -i � X08 c v 134+75 690 685 680 675 -100 -80 -60 -40 -20 wl hi L 135+00 690 685 680 675 20 40 60 wI �i Loi_ i ••E 60 wl .d -90G U' w D7 F -i I w m _- 1 n rn co ro ��- - - - nig i - -- _ rn ca 7co ---- ^ -- ----- - - - -- --- - co - - - c°o co -100 -80 -60 -40 -20 wl hi L 135+00 690 685 680 675 20 40 60 wI �i Loi_ i ••E -100 -80 -60 -40 -20 WI vi i 1 690 685 680 675 30 60 wl .d -90G U' w D7 F -i I w m _- 1 n rn co ro ��- - - - nig i - -- _ rn ca 7co -100 -80 -60 -40 -20 WI vi i 1 690 685 680 675 30 60 wl .d -90G U' w D7 F -i I --i .. nig i T� 690 685 680 675 80 100 -100 -80 -60 -40 0 u.i I h� 135+50 690 685 680 20 40 - M M .— .. -. 10 SOEll rn ---` - .d -90G :.... . CO w D7 --i .. : ... v--- -- o M -100 -80 -60 -40 0 u.i I h� 135+50 690 685 680 20 40 100s ci .d -90G [_ r - _ EE --i _ 100s -100 -80 -60 -40 -20 0 20 40 60 80 10' .•1 0 ,a 20 SCAT� 14 FEET S IVCFIAif'ERY C9]V ReG� b ` Y A C4 A ` OM MO M A B HMI /. Yc 26N lm-# p ply; p • p7 gpg 5a21R OFRVN 9Y CEM Up TE p}1} p13 PROD i N NEER "`" " Iftlim'L9 '�Il`akWL pfN 35tiaWn`Fex tlt�%'p'88� CHECNEo ar :oa nnTE�aala-2pla JOHNSON COUNTY -- 112327-1 CROSS SECTIONS - MOSS RIDGE ROAD SHEET SHEETS X09 ci - _ ---- ----- —._____._ - _ EE -100 -80 -60 -40 -20 0 20 40 60 80 10' .•1 0 ,a 20 SCAT� 14 FEET S IVCFIAif'ERY C9]V ReG� b ` Y A C4 A ` OM MO M A B HMI /. Yc 26N lm-# p ply; p • p7 gpg 5a21R OFRVN 9Y CEM Up TE p}1} p13 PROD i N NEER "`" " Iftlim'L9 '�Il`akWL pfN 35tiaWn`Fex tlt�%'p'88� CHECNEo ar :oa nnTE�aala-2pla JOHNSON COUNTY -- 112327-1 CROSS SECTIONS - MOSS RIDGE ROAD SHEET SHEETS X09 140+75 L' _. _ n �-- 141+00 695 - 695 — _ .. ,T� , - , , ' 690 690 _ 690 685 685 — -- -- - -, --. -'- co 680 680 --- = --- - _ -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 320 -300 -280 -260 -240 -220 r-- - -- =-- `-. co - 140+75 .., _ n �-- 695 - 690 690 -T --_ -- --- - cpr-1 -- -- r-- - -- =-- `-. co - - 685 685 0 6803;; 1_-_._ - - --_ 160 -120 -100 -80 60 -40 -20 0 20 40 60 80 100 00 280 260 240 220 -200 -180 -14 cn 140+50 695 N 695 T� __. 690 m `D 690— - -- — - - — �_=-- _ 685 cn — -- — --- -- , — 685 co 680 3 680 -- — ,` -- I wxotf 675 � - 675 0 -220 -200 -180 -160 -140 -120 -100 -80 -60 -4 -20 0 20 40 60 80 100 X -300 -280 -260 0 U wI 140+ N~� -- _ 695 695 690 U 6 90 - - - 0 — 685 N 685 a _ vi f 680 680 -- L F f - - - m m = 67 5 o 675 160 140 120 100 80 60 40 20 0 20 40 60 80 100 -300 -280 -260 -240 -220 -200 -180 w 15 zo scn1E w EEE* G ,E CRY, sxEEi m ws2 sMay. mG4.w v n JOHNSON CO UNTYs'fVE.IA97C P45CT WNR 112327-1 CROSS SECTIONS MOSS RIDGE ROAD X.14 5 CGpJ. 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Fu cm asl-0821 -'— JOHNSON COUNTY -- 11232]-1 CRO555EGTIONS-HIGkWAY1 CHECKED BY, JDB DATE, 06-19-^v013 SIDEWALK ar,15 k q f 2-` o I 000 SHIVEHATTERY ARCH ITECTURE+ENGINE E RING CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE MOSS RIDGE ROAD PROJECT HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE IOWA CITY, IOWA �•``"'����""", 1 hereby certify that this engineering document was prepared by me Q��FESS109! or under my direct personal supervision and that I am a duly licensed Fy :, Professional Engineer under the laws of the State of Iowa. JOSIAH D. .m BILSKEMPEfl m ° Signature: 18697 y - Name: Josiah D. Bilskemper, PE Date: (o1r/ 14 My license renewal date is December 31, 2015 112327-1 R PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE MOSS RIDGE ROAD PROJECT HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE IOWA CITY, IOWA �•``"'����""", 1 hereby certify that this engineering document was prepared by me Q��FESS109! or under my direct personal supervision and that I am a duly licensed Fy :, Professional Engineer under the laws of the State of Iowa. JOSIAH D. .m BILSKEMPEfl m ° Signature: 18697 y - Name: Josiah D. Bilskemper, PE Date: (o1r/ 14 My license renewal date is December 31, 2015 112327-1 1_: 1 1 jt.:t c TITLE SHEET TABLE OF CONTENTS NOTICE TO BIDDERS.... NOTE TO BIDDERS ....... FORM OF PROPOSAL... BID BOND ..................... . FORM OF AGREEMENT SPECIFICATIONS TABLE OF CONTENTS PERFORMANCE AND PAYMENT BOND .............................. CONTRACT COMPLIANCE Paoe Number (ANTI -DISCRIMINATION REQUIREMENTS).................................................. CC -1 GENERALCONDITIONS....................................................................................... GC -1 SUPPLEMENTARY CONDITIONS...„ ......................................... ....... .,....... ..... ..... SC -1 BIDDER STATUS FORM ............ ...... ............................................ _ ...................... B-1 TARGETED SMALL BUSINESS (TSB) AFFIRMATIVE ACTION `'01'5717-1 RESPONSIBILITIES ON NON-FEDERAL AID PROJECTS ............................. TSB -1 TECHNICAL SECTION DIVISION 1 - GENERAL REQUIREMENTS Section 01010 Summary of the Work.......................................................... 01010-1 Section 01025 Measurement and Payment ............................................... 01025-1 Section 01090 Reference Standards.......................................................... 01090-1 Section 01310 Progress and Schedules....._.........................................:..'.'r; '03�10-1 Section 01570 Traffic Control and Construction Facilities ... ..........., .....: `'01'5717-1 Section 01737 Stormwater Pollution Prevention Plan ................................. 0173711 Section 01737A Stormwater Pollution Prevention Plan — Contractor/Subcontractor Certification........, .....,:. x;0'37 Section 01737B Stormwater Pollution Prevention Plan — Inspection ReppA.�, g01737� Section 01737C Stormwater Pollution Prevention Plan —Table of. ` Contractor/Subcontractors Implementing Erosion/ Sedimentation Control Measures ......... ................. ...'".at; �'DAaG�37C-1 sera Section 01737D Iowa Department of Natural Resources NPDES General Permit No. 2 "Storm Water Discharge Associated With Construction Activities.. ........................... 01737D-1 Section 01737E Stormwater Pollution Prevention Plan — Owner Certification .................... :........................................ 01737E-1 112327-1 DIVISION 2 - SITE WORK Iowa Department of Transportation Standard Specifications (Not Bound Herein and Excluding Section 2554 —Water Mains, Valves, Fire Hydrants, and Appurtenances) Section 02050 Demolitions, Removals and Abandonments ....................... 02050-1 Section 02370 Erosion and Sedimentation Control ..................................... 02370-1 Section 02660 Accepted Manufacturers for Water Distribution Materials and Water Distribution Specifications .................. 02660-1 Section 02661 Cathodic Protection............................................................. 02661-1 Section 02890 Traffic Signalization........... ............................ _... ................. 02890-1 Developmental Specification for Portable Temporary Traffic Signals for FlaggerStations.......................................................................................... DS -12032 Determining the Slope of Pedestrian Facilities ............................................ Matls. IM 363 112327-1 i c 3 r - P G7 Ga 112327-1 NOTICE TO BIDDERS MOSS RIDGE ROAD PROJECT — HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE 112327-1 AF -1 Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2.30 P.M. on the 8th day of July, 2014. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 15th day of July, 2014. or at special meeting called for that purpose. The Project will involve the following: 31 -foot wide new PCC Roadway approximately 2,100 -feet from Highway 1 to proposed Moss Ridge Campus at Rapid Creek Preserve Subdivision. Project also includes Highway 1 improvements, 8 -ft walk. traffic signals and interconnect, three driveway connections. sanitary sewer, water main, stormwater system, and detention basin renovations. Ail work is to be done in strict compliance with the plans and specifications prepared by Shive- Hattery, Inc., of Iowa City, Iowa, which have heretofore been approved by the City Council. -- and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form ZL' furnished by the City and must be accompanied c^, >'Ji•�, in a sealed envelope, separate from the one �.. .� containing the proposal,. by a bid bond executed a = by a corporation authorized to contract as a art Z-3 _-w surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, cJ IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and mainte- nance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. The successful bidder will be required to furnish 112327-1 AF -1 a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Work occurring during 2014 on Moss Ridge Road shall include the following components: sanitary sewer, earthwork rough grading, storm sewer, box culvert placement, temporary seeding and erosion control. Work occurring during 2014 on Highway 1 shall include the following components: 10'x5' box culvert extension (STA 1087+00), east side pavement widening (STA 93+40 to STA 106+40; Stage 1a), completion of shop drawing process to facilitate ordering of traffic signalization and Interconnect components, temporary seeding and erosion control. The remaining project components are to be completed during 2015. The late start date for the Work is August 4, 2014, and must be completed within 150 working days. Incentive Payment: $1,500 per working day (up to a maximum of $30,000). Liquidated Damages: $1,500 per working day. The late start date for the Highway 1 east side pavement widening (STA 93+40 to STA 106+40; Stage 1a) work is August 4, 2014, and must be completed within 32 working days. This portion of the work is also subject to incentive payments and liquidated damages as follows: Incentive Payment: $1,500 per working day (up to a maximum of $30,000). Liquidated Damages: $1,500 per working day. The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifi- cations and form of proposal blanks may be secured at the Office of City of Iowa City, City Engineer's office, by bona fide bidders. A $50 refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to the City of Iowa 112327-1 AF -2 �. Lam- y. L� _ C7� _ CL) r0 City. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239- 1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcon- tract, This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quanti- ties, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa. and to Iowa domestic labor, to the extent lawfully re- quired under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals. and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK 112327-1 AF -3 J `r •'Y r C1! City. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239- 1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcon- tract, This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quanti- ties, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa. and to Iowa domestic labor, to the extent lawfully re- quired under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals. and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK 112327-1 AF -3 NOTE TO BIDDERS 1. The successful bidder and all subcontractors are required to submit at least 4 days prior to award three references involving similar projects, including at least one municipal reference. Award of the bid or use of speck subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience on projects with the City of Iowa City. 2. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. 3. Bid submittals are: _ Envelope 1: Bid Bond Envelope 2: Form of Proposal _ Envelope 3: Bidder Status Form (See Section B-1) — and — Targeted Small Business (TSB) Pre -Bid Contact Information 112327-1 NBA C-) 3 � t0 112327-1 NBA FORM OF PROPOSAL MOS�RIDGE ROAD PROJECT - HIGHWAY 1 TO MOSS RIDGE MPUS AT RAPID CREEK PRESERVE CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE Da NOT USE THE FORM OF PROPOSAL INC/DIED IN THE BOUND VOLUME OFHE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED THIN THE BACK COVER OF THIS DOCUN}gNT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder , in acc< ewith bid security in the amount of terms set forth in the "Project Specifications," The undersigned bidder, having e mined and determined the scope of the Contract Documents, hereby proposes to provide Ve equired labor, services, materials and equipment and to perform the Project as descri ed the Contract Documents, including Addenda and . aVdto do all work at the prices set forth herein. We further propose to do all /Extra Work"N hich may be required to complete the work contemplated. at unit prices or lumpAums to be agreed upon in writing prior to starting such work. 112327-1 FP -1 c� N 1 � 112327-1 FP -1 FORM OF PROPOSAL MOSS RIDGE ROAD PROJECT - HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City. IA 52240 The undersigned bidder submits herewith bid security in the amount of in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda and , and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. 112327-1 FP -1 N (; s co r..7 112327-1 FP -1 ITEM DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 CLEARING AND GRUBBING EXCAVATION, CLASS 10, ROADWAY AND BORROW TOPSOIL, STRIP, SALVAGE AND SPREAD MODIFIED SUBBASE GRANULAR SHOULDERS, TYPE PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 6 IN. RELOCATION OF MAIL BOXES PAVEMENT SCARIFICATION STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3i DURABILITY, 9 IN. STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 31 DURABILITY, 101N. MEDIAN, P.C. CONCRETE, 41N. PAY ADJ INCENTIVE/DISINCENTIVE FOR PCC PAVEMENT THICKNESS (BY SCHEDULE) HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), BASE COURSE, 112 IN. MIX HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), INTERMEDIATE COURSE, 1121N. MIX HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), SURFACE COURSE, 1/21N. MIX, FRICTION L-2 ASPHALT BINDER, PG 58-28 ASPHALT BINDER, PG 64-28 PAY ADJ INCENTIVE/DISINCENTIVE FOR HMA MIXTURE LABORATORY VOIDS (FORMULA- BY PAY FACTOR) PAY ADJ INCENTIVE/DISINCENTIVE FOR HMA MIXTURE FIELD VOIDS (FORMULA- BY PAY FACTOR) HOT MIX ASPHALT, DRIVEWAY TEMPORARY PAVEMENT SURFACING, DRIVEWAY, CLASS A CRUSHED STONE PAY ADJ INCENTIVE/DISINCENTIVE FOR PCC PAVEMENT SMOOTHNESS (BY SCHEDULE) PAY ADJ INCENTIVE/DISINCENTIVE FOR HMA PAVEMENT SMOOTHNESS (BY SCHEDULE) REMOVALS, AS PER PLAN REMOVAL OF SIGN APRONS, CONCRETE, 121N. DIA. APRONS, CONCRETE, 151N. DIA. APRONS, CONCRETE, 361N. DIA. APRONS, CONCRETE, 421N. DIA. APRONS, CONCRETE, 481N. DIA. APRONS, METAL 112327-1 FP -2 UNIT QUANTITY UNIT PRICE TOTAL PRICE ACRE 10 $ $ CY 71,500 $ $ CY 10,600 $ $ CY 4,325 $ $ TON 110 $ $ SY 1,325 $ $ EACH 1 $ $ SY 1,210 $ $ SY 8,850 $ $ SY 4,270 $ $ SY 436 $ $ EACH 11,808 $ 1 O $ 11,808.00 TON 470 $ $ TON 460 $ $ TON 580 $ $ TON 30 $ $ TON 65 $ $ EACH 755 $ 1.00 $ 755.00 EACH 755 $ 1.00 $ 755.00 SY 475 $ $ SY 235 $_� $ TON 26 EACH ss3a��$ r 1.00 .—$ 6,638.00 — s7 C.J EACH 1,515-<r-$ —100 r"$ 1,515.00 LS 1 u�$^?$ EACH 16 $ $ EACH 1 $ $ EACH 1 $ $ EACH 6 $ $ EACH 1 $ $ EACH 2 $ $ EACH 3 $ $ ITEM UNIT QUANTITY UNIT PRICE 1 CL ING AND GRUBBING ACRE 10 $ $ 2 EXCAV TION, CLASS 10, ROADWAY AND BORROW CY 71,500 $ $ 3 TOPSOIL, TRIP, SALVAGE AND SPREAD CY 10,600 $ $ 4 MODIFIEDS BASE CY 4,325 $ $ 5 GRANULAR SH LDERS, TYPE A TON 110 $ $ 6 PAVED SHOULDE HOT MIX ASPHALT MIXTURE, 6IN. BY 1,325 $ $ 7 RELOCATION OF MAI BOXES EACH $ $ 8 PAVEMENT SCARIFICA ON SY 1,210 $ $ 9 STANDARD OR SLIP FOR ORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLA 3 DURABILITY, 9 IN. SY 8,850 $ $ 10 STANDARD OR SLIP FORM PO TLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 URABILITY, 10 IN. 4,270 $ $ 11 MEDIAN, P.C. CONCRETE, 4IN, BY 436 $ $ 12 PAY ADJ INCENTIVEIDISINCENTIVE RPCC PAVEMENT THICKNESS (BY SCHEDULE) EACH 11,808 $ $ 13 HOT MIX ASPHALT MIXTURE (3,000,000 SAL), BASE COURSE, 112 IN. MIX TON 470 $ S 14 HOT MIX ASPHALT MIXTURE (3,000,000 ESA ), INTERMEDIATE COURSE, 1l2 IN. MIX TON 460 $ 3 15 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), FACE COURSE, 112 IN. MIX, FRICTION L-2 TON 580 $ $ 16 ASPHALT BINDER, PG 58-28 TON 30 $ $ 17 ASPHALT BINDER, PG 64-28 TON 65 $ $ 18 PAY ADJINCENTIVEIDISINCENTIVE F HMA MIXTUR LABORATORY VOIDS (FORMULA—B PAY FACTOR) EACH 755 $ $ 19 PAY ADJ INCENTIVEIDISINCENTIV FOR HMA MIXTURE FIELD VOIDS(FORMULA —BY PA FACTOR) EACH 755 $ $ 20 HOT MIX ASPHALT, DRIVEWA BY 475 $ S r- r� 21 TEMPORARYPAVEMENT BY 235 $ $ 22 SURFACING, DRIVEWAY LASS A CRUSHED STONE TON 26 -4 23 PAY ADJ INCENTIVE/ INCENTIVE FOR PCC PAVEMENT. SMOOTHNESS (BY S HEDULE) CH 6,638fwl,$ .0 s 24 PAY ADJ INCENTI /DISINCENTIVE FOR HMA PAVEMENT - SMOOTHNESS ( SCHEDULE) EA 1,515 y ..:- v 25 REMOVALS, PER PLAN LS 1 26 REMOVAL SIGN EACH 16 $ $ 27 APRON CONCRETE, 12 IN. DIA. EACH 1 $ $ 28 APRO S, CONCRETE, 15 IN. DIA. EACH 1 $ $ 29 APKONS, CONCRETE, 36 IN, DIA. EACH 6 $ $ 30 APRONS, CONCRETE, 42 IN. DIA. EACH 1 $ $ 31 CONCRETE, 48 IN. DIA. EACH 2 $ $ r��APRONS, 32'� APRONS, METAL EACH $ $ l 112327-1 FP -2 33 MANHOLE, SANITARY SEWER, SW -301, 48 IN. 34\` MANHOLE, STORM SEWER; SW -401, 48 IN. 35 MANHOLE, STORM SEWER, SW -401, 96 IN. 36 M HOLE, STORM SEWER; SW -404 37 INTA SW -509 38 INTAKE. N-510 39 INTAKE. SW- 12,18 IN, 40 INTAKE, SW -51 24 IN. 41 INTAKE, SW -513 42 MANHOLE ADJUSTM T. MAJOR 43 CONTINUOUS TRENCH RAIN (500-20) 44 SUBDRAIN, LONGITUDINAL\(SHOULDER) 6 IN. DIA. 45 SUBDRAIN OUTLET (RF -19C) 46 SUBDRAIN OUTLET (RF -19F) 47 STORM SEWER GRAVITY MAIN, TR NCHE❑, (HDPE)_ 121/ 48 STORM SEWER GRAVITY MAIN, TREN HE❑. (HDPE/21N N. 49 STORM SEWER GRAVITY MAIN, TREND . D, (PVC). 50 STORM SEWER GRAVITY MAIN, TRENCHED, (RCI), 2000D (CLASS III), 12 IN. 51 STORM SEWER GRAVITY MAIN. TRENCHED, ). 2000D (CLASS III). 15 IN. 52 "STORM SEWER GRAVITY MAIN. TRENCH (RCP), 000D . (CLASS.01)_ 24 IN its X53 --'STOF�MSEWER GRAVITY MAIN. TRENC/ED, (RCP), 20 ❑ ACLAl'� .361N, tY 54 QST M¢WER GRAVITY MAIN. TRE�CHED.. (RCP). 2000\ 9 cll(CL g41), 42 IN. �jj_ 55 '—STORM SEWER GRAVITY MAIN, /ENCHED; (RCP), 2000D p 3 48 IN, 56 `] ST0).FdIu1..SEWER GRAVITY MAINTRENCHED, (RCAP), 2000D (CLASS-A-III)'44 IN X27 1N. c.. 57 �' SANITARY SEWER GRAVITY/AIN; TRENCHED,(PVC),8IN. 58 SANITARY SEWER GRAM Y MAIN, TRENCHED, (PVC), 24 1N. 59 FLOWABLE MORTAR 60 REVETMENT; CLAS 61 REVETMENT, CLAS ❑ 62 REMOVAL OF PAV MENT 63 SIDEWALK, P.0 CONCRETE. BIN. 64 SIDEWALK, P . CONCRETE. 8 IN, 65 CURB AND UTTER, P.C. CONCRETE.. 2.5 FT, 1 66 ❑RIVE4VAIW. P.C. CONCRETE, 71N. 67 POSTS, STEEL. AS PER PLAN 68 WOOD POSTS FOR TYPE A OR B SIGNS, 41N. X 61N, 112327-1 FP -3 EACH EACH EACH EACH EACH EACH EACH EACH EACH LF EACH EACH LF LF LF LF LF LF LF LF LF LF CY TON TON SY SY SY LF SY EACH LF 9 S S 3 5 $ $ S 2 $ 5 3 $ 5 $ S 2 $ $ $ $ $ $ $ $ 270 $ $ 4,175 S $ 16 S $ 9 $ $ 20 S S 185 S S 60 $ $ 73 $ $ 495 $ S 110 $ $ 167 $ $ 123 S $ 255 S $ 26 S $ 155 $ $ 2,037 $ 5 12 $ S 1,330 $ S 80 $- $ 1 4,170 S $ 2, 20 S $ 75 5 $ 1,506 S. _ $ 375 $ $ 14 $ 130 $ 5 33 MANHOLE, SANITARY SEWER, SW -301,_48 IN. EACH 9 $ $ _ 34 MANHOLE, STORM SEWER, SW -401, 431N. EACH 3 $ $ 35 MANHOLE, STORM SEWER, SW -401, 961N. EACH 1 $ $ 36 MANHOLE, STORM SEWER, SVJ-404 EACH 2 S 5 _ 37 INTAKE, SW -509 EACH 3 $ S 38 INTAKE, SW -510 EACH 8 $ $ 39 INTAKE, SW -512, 131N. EACH 2 $ S 40 INTAKE, SW 512, 241N. EACH 1 $ $ 41 INTAKE,SVV-513 EACH 1 $ 42 MANHOLE ADJUSTMENT, MAJOR EACH 1 $ I;- 43 43 CONTINUOUS TRENCH DRAIN (500-20) LF 270 $ $ _ 44 SUBDRAIN, LONGITUDINAL, (SHOULDER) 61N. DIA LF 4,175 $ $ 45 SUBDRAIN OUTLET (RF -19C) EACH 16 $ $ _ 46 SUBDRAIN OUTLET (RF -19F) EACH 9 $ $ 47 STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 12 IN. LF 20 $ $ _ 48 STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE). 181N. LF 185 $ $ _ 49 STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 12 IN. LF 60 S $ 50 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 121N. LF 73 $ $ 51 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 15 TJ LF 495 $ $ 52 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 241N_ LF 110 $ $ 53 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III). 361N_ LF 169 $ $ 54 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 421N. LF 123 $ $ 55 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D .. (CLASS III), 481N. LF 255 $ 56 STORM SEWER GRAVITY MAIN. TRENCHED, (RCAP), 2000D �--y (CLASS A -III), 44 IN. X 27 IN, LF 26 =k. "N'S 6 57 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 8 IN. LF 155 "D -"•;S 1^�^$ Ti - 58 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC) 241N- LF 21087 59 FLOWABLE MORTAR CY 123?`=$ ': 7$ 60 REVETMENT. CLASS E TON 1,7301 $ ..-.. $ _ 61 REVETMENT, CLASS D TON 80 S $ 62 REMOVAL OF PAVEMENT SY 4,170 $ $ _ 63 SIDEWALK, P.C. CONCRETE, 6IN. SY 2,320 $ $ 64 SIDEWALK, P. C. CONCRETE, 8 IN. SY 75 $ $ 65 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 1,506 $ $ 66 DRIVEWAY, P.C. CONCRETE, 7 I. SY 375 $ $ 67 POSTS, STEEL, AS PER PLAN EACH 15 $ $ G8 WOOD POSTS FOR TYPE A OR B SIGNS, 4IN, X 6 IN LF 130 $ S _ 112327-1 FP -3 69 TYPE A SIGNS, SHEET ALUMINUM SF 112 $ $ 70 TRAFFIC SIGNALIZATION LS 1 $ 71 CONSTRUCTION SURVEY LS 1 $ $ 72 PAINTED PAVEMENT MARKINGS, DURABLE STA 219.28 $ $ 73 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 22 $ $ 74 TEMPORARY FLOODLIGHTING LUMINAIRE EACH 2 $ $ 75 TEMPORARY TRAFFIC SIGNALS EACH 2 $ $ 76 TRAFFIC CONTROL LS 1 $ $ 77 FLAGGERS EACH 4 $ $ 78 PILOT CARS EACH 2 $ $ 79 MOBILIZATION ITS 1 $ $ 80 MILLED SHOULDER RUMBLE STRIPS, HMA SURFACE STA 16 $ $ 81 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 121N. LF 2,050 $ $ 82 VALVE, GATE, DIP, 12 IN. EACH 9 $ $ 83 FIRE HYDRANT ASSEMBLY, WM-201 EACH 7 $ $ 84 HYDROSEEDING ACRE 10 $ $ 85 TEMPORARY SEEDING ACRE 10 $ $ 86 HYDRIC SOIL, STRIP, SALVAGE / STOCKPILE CY 188 $ S 87 CURB INLET FILTER EACH 10 $ $ 88 STEEL CASING, 32 -IN. DIA. (0.375 -IN. WALL) LF 36 $ $ 89 SPECIAL COMPACTION OF SUBGRADE FOR SIDEWALK STA 3 $ $ 90 COMPOST FILTER TUBE, 12 -INCH DIA. l SILT FENCE LF 6,515 $ $ 91 CLEAN-OUT OF COMPOST FILTER TUBE! SILT FENCE LF 8,570 $ $ 92 REMOVE COMPOST FILTER TUBE I SILT FENCE LF 8,570 $ S 93 10 FT. X 5 FT. BOX CULVERT LS 1 $ $ 94 10 FT. X 5 FT. BOX CULVERT EXTENSION LS 1 $ N $ 95 WATER MAIN, CATHODIC PROTECTION, DIP 12 IN. LF 400 E $ r $ 96 INTAKE PROTECTION BAG / FILTER SACK EACH 6t— ii 97 MACADAM STONE SLOPE PROTECTION SY 111 LL s-- 98 TURF REINFORCEMENT MAT SO 2,900`�('1�$ 3 99 SILT FENCE LF 2,055r;:,:•^+$, -r- 100 DITCH CHECK (SYNTHETIC - HDPE) LF 525 $ tP $ TOTAL BASE BID $ (use mrds) (figures) 112327-1 FP -4 69 TYPE A SIGNS, SHEET ALUMINUM SF 121 $ $ 70 TRAFFIC SIGNALIZATION LS 1 $ $ 71 NSTRUCTION SURVEY LS 1 $ 72 PAI TED PAVEMENT MARKINGS, DURABLE STA 220.22 $ $ 73 PAINT SYMBOLS AND LEGENDS, DURABLE EACH 22 $ $ 74 TEMPO Y FLOODLIGHTING LUMINAIRE EACH 2 $ $ 75 TEMPORAR TRAFFIC SIGNALS EACH 2 $ $ 76 TRAFFIC CON ROL LS 1 $ $ 77 FLAGGERS EACH 4 $ $ 78 PILOT CARS EACH 2 $ $ 79 MOBILIZATION LS 1 $ $ 80 MILLED SHOULDER RU BLE STRIPS, HMA SURFACE ST 16 $ $ 81 WATER MAIN, TRENCHE DUCTILE IRON PIPE (DIP), 12 IN. F 2,050 $ $ 82 VALVE, GATE, DIP, 12 IN. EACH 9 $ $ 83 FIRE HYDRANT ASSEMBLY, -201 EACH 7 $ $ 84 HYDROSEEDING ACRE 10 $ $ 85 TEMPORARY SEEDING ACRE 10 $ $ 86 HYDRIC SOIL, STRIP, SALVAGE/ ST KPILE CY 188 $ $ 87 CURB INLET FILTER EACH 10 $ S 88 STEEL CASING., 32 -IN. DIA. (0.375 -IN. WAL LF 36 $ S 89 SPECIAL COMPACTION OF SUBGRADE F IDEWALK STA 3 $ $ 90 COMPOST FILTER TUBE, 12 -INCH DIA. SILT F NCE LF 6,515 $ $ 91 CLEAN-OUT OF COMPOST FILTER BE/ SILT F NCE LF 8,570 $ $ 92 REMOVE COMPOST FILTER TU / SILT FENCE LF 8,570 $ $ 93 10 FT. X 5 FT. BOX CULVERT ITS 1 $ $ 94 10 FT. X 5 FT. BOX CULVE EXTENSION LS 1 $ $ 95 WATER MAIN, CATHOD PROTECTION, DIP 12 IN. LF 400 $ $ 96 INTAKE PROTECTIO BAG! FILTER SACK EACH 6 $ $ 97 MACADAM STON LOPE PROTECTION Sy 111 $ $ 98 TURF REINFO EVENT MAT SO 2,800 $ $ 99 SILT FENCE LF 2,055 $ $ 100 DITCHC CK(SYNTHETIC - HDPE) LF 525 $ $ C- r°� S� Y _ �MA TOTAL BASE BIC -y $ (use words) (11 C 112327-1 FP -4 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE' All are subject to approval by City. The undersigned bidder certifies that this prop collusion or connection wrrth any other person or persons The undersigned b\an states that this propo �a Documents and agrees tn the event of anyi conditions of this proposalthe Contract Docui'enl more specific shall prevail. ,. Firm: Name: Address: Phone: Contact 112327-1 FP -5 is made in good faith, and without inq on the work. is made in conformity with the Contract repancies or differences between any prepared by the City of Iowa City. the rW Firm: Name: Address: Phone: Contact 112327-1 FP -5 is made in good faith, and without inq on the work. is made in conformity with the Contract repancies or differences between any prepared by the City of Iowa City. the The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. Firm: Signature: Printed Name: Title: Address: Phone: Contact: 112327-1 FP -5 i° 112327-1 FP -5 as Principal, and as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the sum of Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for the Moss Ridge Road Project – Highway 1 to Moss Ridge Campus at Rapid Creek Preserve. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid bond this A.D., 20. Witness Witness day of (Seal) Principal By (Title) p(Seah Surety By — Attach Power -of -Attorney 112327-1 BB -1 `G1 -QC-' t .,..1 1ID L.7 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor"). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the day of , 20_, for the Moss Ridge Road Project -- Highway 1 to Moss Ridge Campus at Rapid Creek Preserve. and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW. THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers b. "Standard Specifications for Highway and Bridge Construction," Series of 2012, Iowa Department of Transportation, as amended, C. Plans; r. -d. Specifications and Supplementary Conditions; ,_ =e. Notice to Bidders: Note to Bidders; g. Performance and Payment Bond: "J h. Restriction on Non -Resident Bidding on Non -Federal -Aid Projects; i. Contract Compliance Program (Anti -Discrimination Requirements): j. Traffic Signalization Supplemental Unit Prices Form k. Proposal and Bid Documents, and I. This Instrument. 112327-1 AG -1 The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this day of ATTEST: Mayor City Clerk Contractor (Title) ATTEST: 112327-1 AG -2 20 (Company Official) Approved By: City Attorney's Office a c� — rfI1'B �7 Cn TRAFFIC SIGNALIZATION SUPPLEMENTAL UNIT PRICES FORM Itcm Ung Quankty Unn Cost FTlcnded Cost TWAl. PUIt l I(AFIICSIGNALiZA"ON/r10lat OP'll( IN IUla U6NFCF Cabinet & Convokr, 3 pha,c wi accessories -- - - LS I S S Controllerand Cabinet Cabutct Ylodiflcatums(MVY I Aordteate Dr intersection, LS 1 $ $ Vehicle Signal Head - R Y;G w backplatc. C` t^� mast-amvuommted PA 7 C $ Vehicle Sural Head - R,)',G w. backplate, Tragic Signal Heads side -of -pole n»unled EA $ S Vehicle $imal Head - <R -<Y,<0 wbackplate, m:uL-arm nxswried F, -%. 3$_ -S Vehklc Signallicad - -- R -Y,<I )'7=G o backplatc, mast -ami n>ounted FA 1 $ S- Vetucle Signal Head - R,Y,G,Y? G> w/ S 0.1'. \ clucle EA I S _ $ Detection heii=_ A ataagc Vector Video Radar Detection S Stem LS 1 S $ PowerSupply FI, ctneal Senice FA I S 1landhoic-IWE2 I -A 4 $ $' _ Hlmdholes Llandhak-"fYP63 Pd 1 S S Signal Cable -147C LF 1,342 $ $ Signal Cahle-144C LF 1947_- SiglratCable -142C t 694 S $ NN re and (able -1'11c:r W ire- 10 1 C LP 1,443 (Includes Quantities Luminaire Wife-8IC lk 1,146 $ S within signal poles, Power Cable - 6 1C I 44 $ S - masmnns, or handhole Gramtd lNirc-61( 7.P 613 $. $ _ Zack) Yrbcr Optic Ceble-12 Sngle'12 Muhinxde LL 91S Nidec'Radar I.F I,�74 PTZ Cautcra LF 160 S ." 2'I-tDPF,i',DK 11) ltccched LP 392 S _ S_ _. ?' PVC iSCl1801Treached LF 13 Conduit 3'P4C (SCIL SO)ircnchcd Lf Rl $ $ - 4"PVC (S( H S0) Pashed LP 336 $ $ ToicFooting- 35' din X 15' O'dcpdt Lit - $ - -. S Pole l oolvp- V dia X 16' 0" depth FA 1 $ _ S Concrete Footings Pole Footing- 3' din. X I I' It' depth PA 1 Cabuict Foatin�g, alwnimmn.cer Ell I S $ CombucuLm Signal l'olc/1 wiinaire Arm- Lahanmed steel w/ 40' mast ann PA I aflic Signal Poles ombin nkln Sienal PoldLrutwut¢e Arm- gnlvantcd ulcer ry%__<Y amsLmm _C _ EA 1 Cambint6oh. Si=,mal Pole/1 in -.nave Am- gahmtw.cd steel w/ 70' mut arm EA _ $ $ t,t'D 1,uw: ic, LA 4 fi _ _ _ S 3lisc _ ,. C,=ice Pvu Z-�omphscn cbn:,am:, a iv;mn± d S I S $1 Traffic Simi - R3 -S L EA 3 Signs itailso Sita; -D3-1 1Proti iecd C}'Cit, FA - S $ Traihi;St S ,,n"C°sheeLNU5 TA 3 S S TWAl. PUIt l I(AFIICSIGNALiZA"ON/r10lat OP'll( IN IUla U6NFCF 112327-1 AG -3 (numbers) C` t^� 112327-1 AG -3 (numbers) PERFORMANCE AND PAYMENT BOND as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and (insert the legal title of the Surety) , as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of Dollars ($ ) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of (date) entered into a written Agreement with Owner for the Moss Ridge Road Project — Highway 1 to Moss Ridge Campus at Rapid Creek Preserve; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by , which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Protect in accordance with the terms and conditions of the Agreement; and upon det cmina- tion by Owner and Surety of the lowest responsible bidder, arrang flgr)a d n.,tract-.11 I between such bidder and Owner, and make available, as work probt es-�ven though there may be a default or a succession of defaults under the j�eeme,rtt or subsequent contracts of completion arranged under this paragraph);:_suff1dent 112327-1 t, PB -1 funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto. less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of five (5) years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal. including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573. Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS DAY OF IN THE PRESENCE OF. Witness Witness 112327-1 PB -2 (Principal) (Title) (Surety) (Title) (Street) (City, State, Zip) (Phone) Contract Compliance Program CITY OF IOWA CITY a Cl d SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: 1. All contractors vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors. vendors; and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors. and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC -2 and CC -3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors. and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. 112327-1 CC -1 =- 112327-1 CC -1 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) a. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer, recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note. Contracts that are federally funded are subject to Executive Order No 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et sec.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone number Address The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 112327-1 CC -2 rte: ca '; ra 112327-1 CC -2 6. How does your business currently inform applicants. employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Phone Number Title Print Name Date 112327-1 CC -3 `^ rC G 1 fTM �ry cV 112327-1 CC -3 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program, 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer'. (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect majorjob functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws, Biased and subjective judgments in personal interviews can be a major source of discrimination (h) Improve hiring and selection procedures and use non -biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record, Furthermoreall companies should post and otherwise publicize all job promotional opportunities anq-encourage all ualified C. employees to bid on them. 112327-1 _ CC -4 r 27 Cit of !1 cai �V Attached for your information is a copy of Section 2 — 3 — 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. 112327-1 CC -5 2-3-1 CHAPTER 3 DISCRIMINATORY PRACTICES SECTION: 2-3-1: Employment; Exceptions 2-3-2: Public Accommodation; Exceptions 2-3-3: Credit Transactions; Exceptions 2-3-4: Education 2-3-5: Aiding Or Abetting; Retaliation; Intimidation 2-3-1: EMPLOYMENT, EXCEPTIONS - A. It shall be unlawful for any employer to refuse to hire, accept, register, classify, upgrade or refer for employ- ment, or to otherwise discriminate in employment against any other person or to discharge any employee be- cause of age, color, creed, disability, gender identity, marital status, nation- al origin, race, religion, sex or sexual orientation. It shall be unlawful for any labor orga- nization to refuse to admit to member- ship, apprenticeship or training an applicant, to expel any member, or to otherwise discriminate against any applicant for membership, apprentice- ship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or train- ing because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation of such ap- plicant or member. 2-3-1 C. It shall be unlawful for any employer, employment agency, labor organiza- tion or the employees or members thereof to directly or indirectly adver- tise or in any other manner Indicate or publicize that Individuals are unwel- come, objectionable or not solicited for employment or membership be- cause of age, color, creed, disability, gender identity, marital status, nation- al origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) D. Employment policies relating to preg- nancy and -childbirth shall be governed by the following: 1. A written or unwritten employment policy or practice which excludes from employment applicants or employees because of the employee's pregnancy is a prima facie violation of this Title. 2. Disabilities caused or contributed to by the employee's pregnancy, miscar- riage, childbirth and recovery there- from are, for all job-related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insurance or sick leave plan available in connection with employment or any written or unwrit- ten employment policies and practices involving terms and conditions of employment as applied to other tem- porary disabilities. E. It shall be unlawful for any person to solicit or require as a condition of employment of any employee or pro- ra c� I..a City �r7) 112327-1 CC -6 fid} e i c%spective employee a test for the pres- ence of the antibody to the human immunodeficiency virus_ An agree- ment between an employer, employ- ment agency, labor organization or their employees, agents or members and an employee or prospective em- ployee concerning employment, pa,v or benefits to an employee or pro- spective employee in return for taking a test for the presence of the antibody to the human immunodeficiency virus, is prohibited. The prohibitions of this subsection do not apply if the State epidemiologist determines and the Director of Pubifc Health declares through the utilization of guidelines established by the Center for Disease Control of the United States Depart- ment of Health and Human Services, that a person with a condition related to acquired immune deficiency syn- drome poses a significant risk of transmission of the human immunode- ficiency virus to other persons in a specific occupation. F. The following are exempted from the provisions of this Section: 1. Any bona fide religious institution or its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qualifica- tions are related to a bona fide reli- gious purpose. A religious qualifica- tion for instructional personnel or an administrative officer, serving in a supervisory capacity of a bona fide religious educational facility or reli- gious institution shall be presumed to be a bona fide occupational qualifica- tion. (Ord. 94-3647, 11-5-1994) 697 Iowa City 112327-1 CC -7 2-3-1 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or elderly. Any such employ- ment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, man- tal status, national origin, race, reli- gion, sex or sexual orientatioc. (Ord, 95-3697, 11-7-1995) 3. The employment of individuals for work within the home of the employer it the employer or members of the family reside therein during such em- ployment- 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. 5. To employ on the basis of sex in those certain instances where sex is a bona fide occupational qualification reasonably necessary to the nonnal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted nar- rowly. 6. A State or Federal program de- signed to benefit a specific age classi- fication which serves a bona fide pub- lic purpose. 7. To employ on the basis of disability in those certain instances where pres- ence of disability is a bona fide occu- pational qualification reasonably nec- essary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 94-3647, 11-6-1994) GENERAL CONDITIONS Division 11, General Requirements and Covenants of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2012, as amended, shall apply except as amended in the Supplementary Conditions. 112327-1 GC -1 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S-1 Definitions S-2 Limitations of Operations S-3 Insurance S-4 Supervision and Superintendence S-5 Concerning Subcontractors, Suppliers and Others S-6 Compliance with OSHA Regulations S-7 Employment Practices S-8 Contract Compliance Program (Anti -Discrimination Requirements) S-9 Measurement and Payment S-10 Taxes S-11 Construction Stakes S-12 Restriction on Non -Resident Bidding on Non -Federal -Aid Projects S-13 Iron and Steel Manufacturing Federal Requirement Caption and Introductory Statements These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2012, as amended and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S-1 DEFINITIONS. ADD to or CHANGE the following definitions within 1101.03 of the [DOT STANDARD SPECIFICATIONS. "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY" shall mean the CITY. 1DOT STANDARD SPECIFICATIONS" shall mean the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2012, as amended. S-2 LIMITATIONS OF OPERATIONS. Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS: Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays, legal holidays, or the Friday and Saturday of University of Iowa home football weekends without specific permission of the ENGINEER. 112327-1 SC -1 t ? SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S-1 Definitions S-2 Limitations of Operations S-3 Insurance S-4 Supervision and Superintendence S-5 Concerning Subcontractors, Suppliers and Others S-6 Compliance with OSHA Regulations S-7 Employment Practices S-8 Contract Compliance Program (Anti -Discrimination Requirements) S-9 Measurement and Payment S-10 Taxes S-11 Construction Stakes S-12 Restriction on Non -Resident Bidding on Non -Federal -Aid Projects S-13 Iron and Steel Manufacturing Federal Requirement Caption and Introductory Statements These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2012, as amended and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S-1 DEFINITIONS. ADD to or CHANGE the following definitions within 1101.03 of the [DOT STANDARD SPECIFICATIONS. "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY" shall mean the CITY. 1DOT STANDARD SPECIFICATIONS" shall mean the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2012, as amended. S-2 LIMITATIONS OF OPERATIONS. Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS: Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays, legal holidays, or the Friday and Saturday of University of Iowa home football weekends without specific permission of the ENGINEER. 112327-1 SC -1 S-3 INSURANCE. A. CERTIFICATE OF INSURANCE: CANCELLATION OR MODIFICATION Before commencing work, the Contractor shall submit to the City for approval a Certificate of Insurance, meeting the requirements specified herein, to be in effect for the full contract period. The name, address and phone number of the insurance company and agent must accompany the certificate. The liability limits required hereunder must apply to this Project only. 2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to any change or cancellation of said policy or policies. 3. Cancellation or modification of said policy or policies shall be considered just cause for the City of Iowa City to immediately cancel the contract and/or to haft work on the contract, and to withhold payment for any work performed on the contract. B. MINIMUM COVERAGE Any policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities under this contract shall include contractual liability coverage, and shall be in the following type and minimum amounts: Type of Coverage Comprehensive General Liability Bodily Injury & Property Damage` Automobile Liability Bodily Injury & Property Damage Excess Liability Each Occurrence Aggregate $1,000,000 $2,000,000 Combined Single Limit $1,000,000 $1,000,000 $1,000,000 Workers Compensation Insurance as required by Chapter 85, Code of Iowa. `Property Damage liability insurance must provide explosion, collapse and underground coverage when determined by City to be applicable The City requires that the Contractor's Insurance carrier be A rated or better by A M_ Best r -a y! 112327-1 SC -2 In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: 1. The entire amount of Contractor's liability insurance policy coverage limits, identified in the policy and on the Certificate of Insurance, must, under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction by virtue of investigation or defense costs incurred by Contractor's insurer. 2. The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. 3. If Contractor's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. 4. The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims -made" insurance coverage, then the Contractor must comply with the following requirements: a. If the Contractor changes insurance carriers. or if Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. b. If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. C. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tall" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work. or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. d. "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self-insured retention than the insurance which it replaces. 5. The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to c the next low bidder, or declare a default and pursue any and all remedies available to the;61ty,. E ti 112327-1 SC -3 6, In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses reduce the aggregate limits of Contractor's liability insurance below the limits required hereunder, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. In the event that any of the policies or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, the City may in its discretion either suspend Contractors operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. 8. The Contractor shall list the City of Iowa City as additional insured for the General Liability. C. HOLD HARMLESS The Contractor shall indemnify, defend and hold harmless the City of Iowa City and its officers, employees, Shive-Hattery, and agents from any and all liability, loss, cost, damage, and expense (including reasonable attorney's fees and court costs) resulting from, arising out of, or incurred by reason of any claims, actions, or suits based upon or alleging bodily injury, including death, or property damage rising out of or resulting from the Contractor's operations under this Contract, whether such operations be by himself or herself or by any Subcontractor or by anyone directly or indirectly employed by either of them. 2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. S-4 SUPERVISION AND SUPERINTENDENCE. Add the following paragraph to 1105.05 of the IDOT STANDARD SPECIFICATIONS: CONTRACTOR shall maintain a qualified and responsible person available 24 hours per day, seven days per week to respond to emergencies which may occur after hours. CONTRACTOR shall provide to ENGINEER the phone number and/or paging service of this individual. S-6 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Add the following paragraph to 1108.01 of the IDOT STANDARD SPECIFICATIONS: Bidders shall list those persons, firms, companies or other parties to whom it proposes/intends to enter into a subcontract regarding this project as required for approval by the City and as noted on the Form of Proposal and the Agreement. If no minority business enterprises (MBE) are utilized, the CONTRACTOR shalM-I mish documentation of all efforts to recruit MBE's. cr � a -�i C' :L3 _,r 112327-1� SC -4 = S-6 COMPLIANCE WITH OSHA REGULATIONS. Add the following paragraphs to 1107.01 of the [DOT STANDARD SPECIFICATIONS: The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910 (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The Contractor and all subcontractors are solely responsible for compliance with said regulations. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to the Project Engineering prior to the start of construction and supplemented as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right -to -know. S-7 EMPLOYMENT PRACTICES. Neither the Contractor nor his/her subcontractors, shall employ any person whose physical or mental condition is such that his/her employment will endanger the health and safety of them- selves or others employed on the project. Contractor shall not commit any of the following employment practices and agrees to include the following clauses in any subcontracts: To discriminate against any individual in terms, conditions, or privileges of employment because of sex. race. color, religion, national origin, sexual orientation, gender identity. marital status, age or disability unless such disability is related to job performance of such person or employee. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age, or disability unless such disability is related to job performance of such person or employee. S-8 CONTRACT COMPLIANCE PROGRAM (ANTI -DISCRIMINATION REQUIREMENTS). For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC -1. S-9 MEASUREMENT AND PAYMENT. Section 01025. Measurement and Payment, contained in Division 1 of these specifications defines all pay items and methods of measurement. The provisions of this section will supersede applicable sections in the IDOT STANDARD SPECIFICATIONS. S-10 TAXES. Contactors and approved subcontractors will be provided a Sales Tax Exemption Certificate to purchase building materials, supplies, or equipment in the performance of the contract. The Contractor shalFsubmi:ti e information necessary for the certificates to be issued. _CD CV 112327-1 SC -5 S-11 CONSTRUCTION STAKES. Replace the last paragraph of 1105.06 of the IDOT Standard Specifications with the following: The Contractor shall be responsible for the preservation of stakes and marks. Any necessary re -staking will be at the Contractors expense and will be charged at a rate of $75 per hour. 5-12 RESTRICTION ON NON-RESIDENT BIDDING ON NON -FEDERAL -AID PROJECTS. The Contractor awarded the project together with all Subcontractors shall be required to complete the form included with these specifications (and entitled the same as this section) and submit it to the Engineer before work can begin on the project. 5-13 IRON AND STEEL MANUFACTURING FEDERAL REQUIREMENT Delete Section 1107.06 of the IDOT Standard Specifications. Note that these requirements involve only highway projects not funded with Federal monies. 112327-1 SC -6 7-1 SW t n 112327-1 SC -6 Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "Nd' for each of the following: ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiaryof another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: / /_.^ to —I l �.,_— Address' City, State, Zip: Dates: / / to i._......__,_,l Address:-- City, ddress:_City, State, Zip: Dates: —/—/—to 1—___I _ Address: You may attach additionalsheet(s) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: _ N 2. Does your company s home state or foreign country offer preferences to bidders who are residents? [Tyes Q,fju 3. If you answered "Yes" to question 2, identify each preference offered by your company's home stadr;,tu'foCeuln cows and the appropriate legal citation. 7::S C— R You may attach addit;dhal sheeQs) if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner. 309-600102-14 B-1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. Q Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are fled in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this _ state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business s a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than €owa, the limited partnership or limited liability limited has received notification from the Iowa secretary of state :hat the application partnership for certificate m authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership• ❑ Yes [] No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled- sos-coot oz-ta B-2 ARC 12710 LABOR SERVICES DIVISION[875] Adopted and Filed Pursuant to the authority of Iowa Code section 73A.21, the Labor Commissioner hereby adopts a new Chapter 156, "Bidder Preferences in Government Contracting," Iowa Administrative Code. This amendment adopts new rules concerning preferences for resident bidders on government construction projects. The new chapter sets forth requirements for a public body involved in a public improvement and sets forth enforcement procedures. Notice of Intended Action was published in the October 30, 2013, Iowa Administrative Bulletin as ARC 1160C. Public comments regarding the proposed rules were received, Commenters stated that some of the rules could be misinterpreted and that some of the talcs were beyond the statutory authority of Iowa Code section 73A.21. Commenters expressed ideas on how to make the bidding process more efficient. Commenters also questioned the constitutionality of Iowa Code section 73A.21. One commenter suggested adding compliance with Iowa Code chapter 91Casa basis to find that a company is authorized to transact business in Iowa. These rules are not identical to those published under Notice of Intended Action. Some changes are technical; othermore substantive changes are described below. References to "dornicile" were removed from several rules. Subrule 156.2(1) was changed to clarify that the requirements apply only to a project to be awarded to the lowest responsible bidder; to clarify that only office addresses, not construction worksites, must I - be reported; to remove a reference to perjury; and to change the deadline for submitting a statement to the public body. Paragraph 156.2(2)"b" was changed by deleting the phrase "under this Act," 'I Subnde 156.2(3) was changed by adding new paragraph `9c" eonceming construction contractor - registration, and by clarifying that compliance with only one of the lettered paragraphs in the submle j is necessary. Paragraph 156.2(4)"b" was changed by adding the pbrase "if applicable." In rule 875--156.3(73A), the term "public body" replaced the term "nonresident bidder." A new role 875-156.9(73A) containing a severability, clause was added. The principal reason for adoption of this amendment is to implement legislative intent. No variance procedures are included in these rales because variance provisions are set forth in 875—Chapter 1. After analysis and review of this rule making, no impact on jobs has been found. These rules are intended to implement Iowa Code section 73A.21. r These rules shall become effective on February 12, 2014. The fallowing amendment is adopted. Adopt the following new 875 --Chapter 156. CHAPTER 156 � t'? � � •-^�-^' BIDDER PREFERENCES IN GOVERNMENT CONTRACTING+ 875156.1(73A) Purpose, scope and definitions. These, rules institute administrative and op'e'Tationa)t procedures for enforcement of the Act. The definitions and interpretations contained in Iowa Code section 73A.21 shall be applicable to such temps when used in this chapter. "Act" means Iowa Code section 73A.21. 'Afiliate,"when used with respect to any specified person or entity, means another person or entity that, either directly or indirectly through one or more intermediaries, controls, or is controlled by, or is under cora mon control or ownership -with, such specified person or entity. _ "Commissioner" means the labor commissioner appointed pursuant to Iowa Code section 91.2, or the labor commissioner's designee. "Division" means the division of labor of the department of workforce development. B-3 "Nonresident bidder" means a person or entity that does not meet the definition of a resident bidder, including any affiliate of any person or entity that is a nonresident bidder. "Parent, " when used with respect to any specified person or entity, means an affiliate controlling such specified person or entity directly or indirectly through one or more intermediaries. `Public body"means the state and any ofitspolitical subdivisions, including a school district, public utility, or the state board of regents. -Public improvement" means a building or other construction work to be paid for in whole or in part by tire use of funds of the state, its agencies, and any e f its political subdivisions and includes road construction, reconstruction, and maintenance projects. "Public utility" includes municipally owned util 'ics and municipally owned waterworks. "Resident bidder" means a person or entity authorized to transact business in this state and having a place of business for transacting business within the state at which it is conducting and has conducted business for at least three years prior to the date of the first advertisement for the public intprovcmcnt If another state or foreign country has a more stringent definition of a resident bidder, the more stringent defmtion is applicable as to bidders from that state or foreign country_ "Resider, Labor force preference" means a regniremcnt in which all or a portion of a labor force working on a public improvement is a resident of a pa-ticular state or country. "suhsidiarn, " when used with respect to any specified person or entity, is an affiliate controlled by such specified person or en-ity directly or indirectly through one or more intermediaries. 875--156.2(73A) Reporting of resident status of bidders. 156.2(1) Reporting to public body. When a contract for a public improvement is to be awarded to the lowest responsible bidder, the public body shall request a statement from each bidder regarding the bidder's resident status. The statement shall be on the form designated by the commissioner. The -' statenic fit shall require the bidder to certify whether the bidder is a resident bidder or a nonresident • • bidder?In the case of a resident bidder, the statement shall require the resident bidder to identify each m. otficc al;whichthe resident bidder has conducted ousiness in the state during the previous three years r r andtheon whicrh tkte resident bidder cnndr:nlc t businass at each office_ In the ease of e nonresident Is bid lefrythe statement shall require the nonresident bidder to identity the nomesident bidder's home state (i'lab wt cormtry as reported to the Iowa secretary of state, to identify each preference offered by the « .. ---nonresident iidder's home state or foreign rotmtry, and to certify that, except as set forth on the form, smhest lreno other preferences offered by the nonresident bidder's honrc state or foreign country. The _..--Itatcerlll shall include such additional information as requested by the commissioner. The statement rynust be signed by an authorized representaive of the bidder. A fully completed statement shall be deemed to be incorporated by reference into a1 project Did specifications and contract documents with any bidder on a public improvement. failure to provide the statement with the bid may result in the bid being deemed nonresuonsive. This may result in the bid ceing resected by the public body. 156.2(2) residency status_ a. For purposes of the Act, a person or entity is a resident bidder it the person or entity (1) Is authorized to transact business in Iowa; and (2) Has had one or more places of business hr Iowa at which it is conducting or has conducted busiucss in this state for at least three years immediately prior to the date of the first advertisement for the public hnprovetnent. ir- If the person or entity is a resident of a state or fine:gn country that has a more stringcut definition than is set forth in paragraph 1.56.2(2)'x" for determining whether a person or entity in that state or country is a resident bidder, then the more stringcntd0tution applies_ 156.2(3) Determining authorization to transact business. Aperson or entity is authorized to transact' business in the state if one or more of the following accurately describes the person or entity: a. In the case of a sole proprietorship, the sole proprietor is an Iowa resident for Iowa income tar purposes; b. in the case of a general partnership orjomt venture,: note than 50 percent ofthe general partners orjoint venture parties are residents of Iowa for Iowa income tax purposes' B-4 c, In the case of a limited liability partnership which has filed a statement of qualification in this state, the statement has not been canceled; d. In the case of a limited liability partnership whose statement of qualification is filed in a state other than Iowa, the limited liability partnership has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed pursuant to Iowa Code section 486A. 105(4); e. in the case of a limited partnership or limited liability limited partnership whose certificate of limited partnership is filed in this state, the limited partnership or limited liability limited partnership has not filed a statement of termination; f. In the case of a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership; g. In the case of a limited liability company whose certificate of organization is filed in this state, the limited liability company has not filed a statement of termination; h. In the case of a limited liability company whose certificate of organization is filed in a state other than Iowa, the limited liability company has received a certificate of authority to transact business in this state and the certificate has not been revoked or canceled; i. In the case of a corporation whose articles of incorporation are filed in this state, the corporation (1) has paid all fees required by Iowa Code chapter 490, (2) has filed its most recent biennial report, and (3) has not filed articles of dissolution; j. In the case of a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation (1) has received a certificate of authority from the Iowa secretary of state, (2) has filed itsmost recent biennial report with the secretary of state, and (3) has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked; or k The person or entity is registered with the Iowa division of labor as a construction contractor pursuant to Iowa Code chapter 91 C " 156:2(4) Determining if bidder has conducted business in state. In order to determine if a bidder .. has a place of business for transacting business within Iowa at which itis conducting and has conducted business for at least three years prior to the date of the first advertisement of the public improvement, die bidder shall meet the following criteria for the three-year period prior to the first advertisement for the public improvement: . rr Continuously maintained a place of business for transacting business in Iowa that is suitable for more than receiving mail, telephone calls, and e-mails; and b. Conducted business in the state for each of those tluee years andfiled. an Iowa income tax return, if applicable, made payments to the Iowa unemployment insurance fund, if applicable, and maintained an Iowa workers' compensation policy, if applicable, in effect for each of those three years. 875--1563(73A) Application of preference. When awarding a contract for a public improvementto the lowest responsible bidder, the public body shall allow a prcferencc to a resident bidder as against a nonresident bidder that is equal to any preference given or required by the home state or foreign country in v,,hich the nonresident bidder is a resident without regard to whether such preferences are ae"y enforced by the applicable regulatory body in each state. If the bidder is a subsidiary of a parent%t would be a nonresident bidder if such parent were to bid on the public improvement in imown nature, then the public body shall allow a preference as against such bidder that is equal to the pre)•e€Qe g"n pr required by the home state or foreign country of the bidder's parent_ In the instance DYalater force " preference, a public body shall apply the sameresident labor force preference to apublic ini��ment¢n k this state as would be required in the construction of a public improvement by the home stater-foreiq i country of the nonresident bidder, or the parent of a resident bidder if the parent would;Ai;F;py ash 4 nomesident bidder if such parent were to bid on the public improvement in its own name_ '-D-1.- A preference shall not be applied to a subcontractor unless the home state or foreign c6mitry of t� nonresident bidder to whom the contract was awarded would apply a preference to the subcontractor. B-5 r" l,. µ Specific :nethads of calculating and applying a proference shall mirror those that apply in the home state or foreign country of the nonresident bidder to whom the contract was awarded. In the event that the specific method used by the nonresident bidder's home state or foreign country cannot be detenuined, the calculation for a labor force preference shall include only the IaboT force working on the public improvement in Iowa on a regular basis calculated by pay period - 375 --156.4(73A) Complaints regarding alleged violations of the Act. 156.4(1) Complaints. Any person with information regarding a violation of due Act may submit a written complaint to the corrurissioner. Any complaint must provide the information required pursuant to subrale 156.4(2) or as much of such information as is reasonably practicable under the circumstances_ The completed written complaint form shall be submitted to the commissioner at Labor Services Division, 1000 East Grand Avenue, Des Moines, Iowa 50319. 156.4(2) Wrilten complaint form The convrJissiener shall prepare a written complaint form that a person with information re-arding a potential violation of the Act may submit pursuant to subrule 156.4(1)_ The written complaint form shall request the Following information the name, address, telephone number, and e-mail address of the complainant; the name of the bidder that is believed to have violated the Act; a description of any relationships between the complainant and the bidder, all identification of the public hody to which the bidder submitted a bid; the home state or foreign country of the bidder; a description of the goods and services provided under the bid; and such additional mfonnation as requesicd by .he commissioner. 156.4(3) Avallablifty ofwritten eomplaintforin. The written complaint fora shall be available in all division offices and on the department of workforce development's Internet Web site. 575-156.5(73A) Nonresident bidder retard -keeping requirements. While participating in a public improvement, a nonresident bidder from a home state or foreign country y with a resident labor force preference shall make and keep, for a period of not less than three years, accurate records of all workers employed by the contractor or subcontractor on the public improvement. The records shall include each worker's name, address, telephone number if avalable, social security number, trade classification, and starting and ending date of employment. 875-156.6(73A) Investigations; determination oreivil penalty. The commissioner or an alliho6zcd designee shall cause an investigation to be made into charges of violations of the Act, including allegations se' forth in a written complaint. 156.6(1) Inve.ctigatile- powers. The commissioner or the authorized designee shall have the following powers: a. Hea2ngs. The commissioner tray hold hearings and investigate charges of violations of the Act b. s''noy into place-- of employment_ The commissioner may, consistent with due process of law, enter any place of employment to inspect records conccming labor force residency, to question an employer or employee, and to investigate those facts, conditions, or matters as are deemed appropriate in determining whether any person has violated the provisions of the Act_ 'Tho connnissioncr shall only make an entry i.itc a place of employment in response to a written complaint. c- Residency of workers- The commissioner may investigate and ascertain the residency of a - worker engaged in any public improvement in this state. d. Oaths,- depositions: subyoenas_ The commissioner may administer oaths, take or cause to be taken deposition ofwitncsscs, and require by subpoena the attendance and testimony of witnesses and the - production of all bools, registers, payrolls, and other evidence relevant to a matter tender hrvcstieation or hearing. e. Employ»:ertoipersonnel. The conurnssionermay employ qualified personnelasarc necessary for Bre enforcement of Iowa Code section 73A.21. The personnel shall be employed pursuant to [be merit system provisions of Iowa Code chapter 8A, subchapter 1V. B-6 f Request fiv records. The commissioner shall require a contractor or subcontractor to file, within 10 days of receipt of a request, any records enumerated in rule 875-156.5(73A)- If the contractor or subcontractor fails to provide the requested records within 10 days, the commissioner may direct, within 15 days after the end of the 10 -day period, that the fiscal or financial office charged with the custody and disbursement of funds of the public body that contracted for construction of the public improvement or undertook the public improvement, to withhold immediately from payment to the contractor or subcontractor up to 25 percent of the amount to be paid to the contractor or subcontractor under the terms of the contract or written instrument under which the public improvement is being performed. The amount withheld shall be immediately released upon receipt by the public body of a notice from the commissioner indicating that the request for records as required by this paragraph has been satisfied. 156.6(2) Division defermination. Upon conclusion of an investigation, the commissioner or an authorized designee shall issue a written determination to the party that was the subject of the investigation. The determination shall indicate whether or not the division finds a violation of the Act by the party. If the determination indicates that the party engaged in a violation of the Act, the determination shall also indicate the remedies the division intends to pursue as a result of the violation. 156.6(3) Informal conference. A party seeking review of the division's determination pursuant to this rule may file a written request for an informal conference. The request must be received by the division within 15 days after the date of issuance of the division's determination. During the conference, the patty seeking review may present written of oral information and arguments as to why the division's determination should be amended or vacated. The division shall consider the information and arguments presented and issue a written decision advising all parties of the outcome of the informal conference. 875---156.7(73A) Remedies. Following the conclusion of the informal conference, or following the expiration of the time in which a parry may file a written request for an informal conference, the division may pursue the following remedies - 156.7(l) Injunctive relief If the division determines that a violation of the Act has occurred, the division may sue for injunctive relief against the awarding of a contract, the undertaking of a public improvement, or the continuation of a public improvement. 156.7(2) Civil penalty. Any person or entity that violates the provisions of this chapter is subject to a civil penalty in an amount not to exceed $1,000 for each violation found in a first investigation by the division, not to exceed $5,000 for each violation found in a second investigation by the division, and not to exceed $15,000 for a third or subsequent violation found in any subsequent investigation by the division. Each violation of this chapter for each worker and for each day the violation continues cons lilutes a separate and distinct violation. In determining the amount of the penalty, the division shall consider the appropriateness of the penalty to the person or entity charged, upon determination of the gravity of the violation(s), The collection of these penalties shall be enforced in a civil- action brought by the attorney general on behalf of the division. 875. 156.8(73A) Compliance with federal law. If it is determined that application of this chapter and the Actmay cause denial of federal funds which would otherwise be available for a public improvement, or would otherwise be inconsistent with requirements of any federal law or regulation, the application of this chapter shall be suspended to the extent necessary to prevent dental of the funds or to eliminate the inconsistency with federal requirements. 875-156.9(73A) Severability. If any rule tinder this chapter, any portion of a rule under this chapter, or the applicability of any rule under this chapter to any person or circumstance is held invalid b�4 rw `: 5 — - B-7 court, the remainder of these rules or the rules' applicability to other persons or circumstances shall not be affected. These m1es are intended to implement Iowa Code section 73A.21. [Filed 12/16/13, effective 2/12/141 [Published 1/8,114] EDITOR's NOTE: For replacement pages for IAC, see IAC Supplement IN14. B-8 U J s l_1 B-8 DOCUMENT 00521 TSB CONTRACT PROVISION SPECIFIC AFFIRMATIVE ACTION RESPONSIBILITIES The following Contract Provisions are attached and incorporated into this section of the Project Manual. Bidders shall comply with the provisions as shown in these documents. INDEX 1. Contract Provisions— Targeted Small Business (TSB) Affirmative Action Responsibilities on Non -Federal and Projects (for Third -Party State -Assisted Projects). 2. Targeted Small Business (TSB) Pre -Bid Contact Infonnation. 112327-1 00521 -TSB-1 l� 112327-1 00521 -TSB-1 DOCUNMENT 00521 TSB CON'1RACT PROVISION THIS PAGE INTENTIONALLY LEFT BLANK 112327-1 00521 -TSB-2 ,41 DOCUNMENT 00521 TSB CON'1RACT PROVISION THIS PAGE INTENTIONALLY LEFT BLANK 112327-1 00521 -TSB-2 April 2010 2. 3. CONTRACT PROVISION Targeted Small Business (TSB) Affirmative Action Responsibilities on Non -Federal -aid Projects (Third -party State -Assisted Projects) TSB DEFINITION A TSB is a small business, as defined by Iowa Code Section 15.102(5), which is 51% or more owned, operated and actively managed by one or more women, minority persons or persons with a disability. Generally this is a for- profit small business enterprise under single management, is located in Iowa and has an annual gross income of less than 3 million dollars computed as an average of the three preceding fiscal years. TSB REQUIREMENTS In all State -assisted projects made available through the Iowa Department of Transportation, local governments have certain affirmative action requirements to encourage and increase participation of disadvantaged individuals in business enterprises. These requirements are based on Iowa Code Section 196,7 and 541 Iowa Administrative Code Chapter 4. These requirements supersede all existing TSB regulations, orders, circulars and administrative requirements. TSB DIRECTORY INFORMATION ` Available from: Iowa Department of Inspections and Appeals C-1 Small Business; Lucas Building Des Moines, IA 50319 rn Phone: 515-281-7102 Website: http:/Idia.iowa.gov/paae7.hbnl yid THE CONTRACTOR'S TSB POLICY ca The contractor is expected to promote participation of disadvantaged business enterprises as suppliers, manufactures and subcontractors through a continuous, positive, result -oriented program, Therefore the contractor's TSB policy shall be: It is the policy of this firm that Targeted Small Business (TSB) concerns shall have the maximum practical opportunity to participate in contracts funded with State -assisted funds which are administered by this firm (e.g. suppliers, manufactures and subcontractors). The purpose of our policy is to encourage and increase the TSB participation in contracting opportunities made available by State -assisted programs. CONTRACTOR SHALL APPOINT AN EQUAL EMPLOYMENT OPPORTUNITY (EEO) OFFICER The contractor shall designate a responsible person to serve as TSB officer to fulfill the contractors affirmative action responsibilities. This person shall have the necessary statistics, funding, authority and responsibility to carry out and enforce the firm's EEO policy. The EEO officer shall be responsible for developing, managing and implementing the program on a day-to-day basis. The officer shall also: A_ For current TSB information, contact the Iowa Department of Inspections and Appeals (515-281-7102) to identify potential material suppliers, manufactures and contractors. B. Make every reasonable effort to involve TSBs by soliciting quotations from them and incorporating them into the firm's bid. Make every reasonable effort to establish systematic written and verbal contact with those TSBs having the materials or expertise to perform the work to be subcontracted, at least two weeks prior to the time quotations are to be submitted. Maintain complete records of negotiation efforts, Page 1 TSB Affirmative Action Responsibilities D. Provide or arrange for assistance to TSBs in seeking bonding, analyzing plans/specifications or other actions that can be viewed as technical assistance. E. Ensure the scheduled progress payments are made to TSBs as agreed in subcontract agreements. Require all subcontractors and material suppliers to comply with all contract equal opportunity and affirmative action provisions. 6. COUNTING TSBs PARTICIPATION ON A PROJECT TSBs are to assume actual and contractual responsibilities for provision of materials/supplies; subcontracted work or other commercially useful function. A. "The bidder may count: =(1) .F . Pllanned expenditures for materials/supplies to be obtained from TSB suppliers and manufacturers; or (2) —';Work to be subcontracted to a TSB: or (Lf) tixty other commercially useful function. ...- B ' I%e contractor may count: 165% of an expenditure to a TSB manufacturer that produces/supplies goods manufactured from raw materials. (2) 60% of an expenditure to TSB suppliers that are not manufacturers; provided the suppliers perform a commercially useful function in the supply process. (3) Only those expenditures to TSBs that perform a commercially useful function in the work of a contract. including those as a subcontractor. (4) Work the Contracting Authority has determined that it involves a commercially useful function. The TSB must have a necessary and useful role in the transaction of a kind for which there is a market outside the context of the TSB program. For example. leasing equipment or purchasing materials from the prime contractor would not count. REQUIRED DATA, DOCUMENTS AND CONTRACT AWARD PROCEDURES FROM BIDDERS/CONTRACTORS FOR PROJECTS WITH ASSIGNED GOALS A. Bidders Bidders who fail to demonstrate reasonable positive efforts may be declared ineligible to be awarded the contract. Bidders shall complete the bidding documents plus a separate form called "TSB Pre -Bid Contact Information". This form Includes. (1) Name(s) of the TSB(s) contacted regarding subcontractable items. (2) Date of the contract. (3) Whether or not a TSB bidlquotation was received. (4) Whether or not the TSB's bid/quotation was used. (5) The dollar amount proposed to be subcontracted. B. Contractors Using Quotes From TSBs Use those TSBs whose quotes are listed in the "Quotation Used in Bid" column along with a "yes" indicated on the Pre-bid Contact Information form. Page 2 TSB Affirmative Action Responsibilities C. Contractors NOT Using Quotes From TSl If there are no TSBs listed on the Pre-bid Contract Information form, then the contractor shall document all efforts made to include TSB participation in this project by documenting the following: (1) What pre -solicitation or pre-bid meetings scheduled by the contracting authority were attended? (2) Which general news circulation, trade associations and/or minority -focused media were advertised concerning the subcontracting opportunities? (3) Were written notices sent to TSBs that TSBs were being solicited and was sufficient time allowed for the TSBs to participate effectively? (4) Were initial solicitations of interested TSBs followed up? (5) Were TSBs provided with adequate information about the plans, specifications and requirements of the contract? (6) Were interested TSl negotiated with in good faith? If a TSB was rejected as unqualified, was the decision based on an investigation of their capabilities? (7) Were interested TSBs assisted in obtaining bonding, lines of credit or insurance required by the contractor? (8) Were services used of minority community organization, minority contractors groups, local, State and Federal minority business assistance offices or any other organization providing such assistance. The above documentation shall remain in the contractors files for a period of three (3) years after the completion of the project and be available for examination by the Iowa Department of Inspections and Appeals. 8. POSITIVE EFFORT DOCUMENTATION WHEN NO GOALS ARE ASSIGNED Contractors are also required to make positive efforts in utilizing TSBs on all State -assisted projects which are not assigned goals. Form "TSB Pre-bid Contact Information" is required to be submitted with bids on all projects. If there is no TSB participation, then the contractor shall comply with section 7C. of this document prior to the contract award. Page 3 T � n� �; ryrvgfG k 0 3 Page 3 ..J c -w T O al O U T 0 U d U U o — � U N m p 3 a U O N N F O R @ 0 CJ E a L `0 1O m � � r L L � N r � � O N C N O N R N L N N a 3 a � o a N " O � m a c c E o 0 0 T � m 3 E m m o � a 3 E R C N ry N U m � R E r C — m O � — N S N m O R t o m o m c r E n m a R 5 N v d U d � N m 5 > N U T i U O " R c o g o m � N L N E y 3 U L R R O p N 0 0 � c .- o � y c s c L m O U N O C C G O p 0 U j a O � � ` N N R O R F d O 0 N C 0 m O U C N N O � c a T R N d E O � R > fn ry O N p Y p c m R a ti o a R C a E E a t o 3 a N a 0z 52 T R CI N p d 9 w m a x a r a c c o z O dz FO U Q Q W J m ❑ 2 ma z_ W O z O a 0 w Ci ❑ N F ❑ ❑ Z > O W U V W r 0 w0 O }z ❑ U Z w Z ¢O OU m F O U K Z 0 U N SECTION 01010 SUMMARY OF THE WORK PART 1 -GENERAL General description, not all inclusive. A. Base Bid Work: 1. Install erosion controls. 2. Clear and grub, strip topsoil, and prepare the site. 3. Coordinate utility relocations with the utility. 4. Construct sanitary sewer system. 5. Construct drainage culverts and storm sewer system. 6. Construct water main. 7. Grade the site and provide compaction and subgrade preparation. 8. Construct PCC and HMA surface pavement, sidewalks, and drives. 9. Construct traffic signal and interconnect. `= 10. Backfill and grade the project. 7y 11. Seed, fertilize, null Ch and instal I erosion controls for the project. „s i 12. Provide, maintain and comply with the Stonnwater Pollution t Pctz Ion -"-`Plan �y (SGVPPP) throughout the duration of the project.' ct 13. Remove erosion controls upon site stabilization. A-� 14. All other work -ass shown on the plans and contained in the specifications. 112327-1 01010-1 5/02 shered.engi........... CtU10 01010 Fy C iV 01010 SECTION 01025 MEASUREMENT AND PAYMENT PART 1 -GENERAL 1.01 SUMMARY.• A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices. 1.02 STANDARD OFMEASUREMENTS. A. Work completed under the contract shall be measured by the Engineer. Payment will be based on the actual quantity of work performed according to the various classes of work specified unless noted in Pare 3 of this Section. The Contractor will be given an opportunity to be present during measurement. 1.03 SCOPE OFPAYMENT. A. The Contractor shall accept the compensation as herein provided as full payment for furnishing materials, labor, tools and equipment and for performing work under the contract; also, for costs arising from the action of the elements, or from any unforeseen difficulties which may be encountered during the execution of the work and up to the time of acceptance. B. Construction items may be bid as a lump sum or as itemized work, which will be paid on a unit cost basis. In either case; some work may be required for which a separate pay item is not provided. Completion of this work is required. If a separate pay item is not provided for this work, it is to be considered incidental to the project and no separate payment will be made. e J 4 ~ PART 2 -PRODUCTS C-J 2.01 NONE PART 3 - EXECUTION 3.01 PROCEDURE. A. Payment under this contract shall occur no more than once per month for work completed by the Contractor. Payment is based on an estimate of the total amount and value of work completed minus 5% retainage. It is not the City's policy to pay for materials and equipment stored or furnishings fabricated off site. The 5% retainage will be released 31 days after the project is accepted by the City Council, provided no claims against the project have been filed within 30 days of project acceptance. Chapter 573 of the Code of Iowa will govern the release of retainage and resolution of claims. 112327-1 01025-1 3.0 2 SID ITEMS: A. GENERAL The following subsections describe the measurement of and payment for the work to be done under the items listed in the FORM OF PROPOSAL. Each unit or lump sum price stated shall constitute full payment as herein specified for each item of work completed in accordance with the drawings and specifications, including clean up. It is the Contractor's responsibility to identi& the locations of public and private utilities. No additional compensation will be made for anti interference or delay caused by the placement andlor relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused by the Contractor or his 'her Subcontractors. q a U '-`-Mork associated with existing items on private and/or public property that are to be a-._,',1yotected, removed, relocated. replaced, reinstalled or modified is considered incidental 't—<aftless it is listed as an item in the FORM OF PROPOSAL. Existing items damaged or _Trhsuitable for relocation or reinstallation stiill be replaced with like item and painted, if n " Wecessan, at the Contractor's expense. All trees and shrubs shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB' on the project plans and as otherwise directed by the Engineer. The prices for those items which may, have arty impact on existing trees and Shrubs shall include compensation for special precautionary measures required to prevent injure or damage to said tree, shrub or root system. The prices for those items which imohv grading or excavation shall include compensation for top soil removal and replacement Gutless it is listed as an item in the FORM OF PROPOSAL), disposal of surplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencingaround all open excavations and supply, placement and compaction of specified backfill. 'I fie prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and or basements. All labor, materials and equipment required to bring surfaces to the proper elevation and density inchuiing loading; hauling, and disposal of unsuitable material, below grade excavation, bonow and hauling. placing; forming, drying, watering and compaction of fill material. and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as an item in the FORM OF PROPOSAL. The Contractor must pay for all parking permit fees, meter hoods, lot and ramp tees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fines. Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris oft adjacent driveways, streets, sidewalks and private property. when mud and debris is deposited there as a result of ary construction activity. The cost of clean-up shall be incidental. The City shall provide material testing services referenced herein. 112327-1 01025-2 The contract documents include provisions for incentive/disincentive (I/D) payments on specific items. Historically, these payments have resulted in significant project cost overruns. To establish a more accurate contract value, items have been added to the proposal which estimate the potential incentive payments. The added items include: • Payment Adjustment Incentive/Disincentive for PCC Pavement 'thickness (By Schedule) • Payment Adjustment Incentive/Disincentive for HMA Mixture Laboratory Voids (Formula —by Pay Factor) • Payment Adjustment Incentive/Disincentive for HMA Mixture Field Voids (Formula—by Pay Factor) • Payment Adjustment Incentive/Disincentive for PCC Pavement Smoothness (By Schedule) • Payment Adjustment Incentive/Disincentive for HMA Pavement Smoothness (By Schedule) The amounts for added items have been estimated based on project quantities and averages of historical I/D payments. The amounts paid will be adjusted based on actual amounts tamed in accordance with the contract documents. B. Bill 1'l EM DESCRIPTIONS 1. Clearing and Grubbing (ACRE) Unit price includes material, equipment and labor necessary to cut, remove and dispose of trees, stumps, roots, logs, down limber and branches, hedges, brush, shrubs, vegetation, rubbish and field fence within the limits of clearing and grubbing or as shown on the Plans and as directed by the Engineer. There will be no burning or burying allowed on the site. Measurement will be by acre and payment will be based on the unit bid price for the number of acres satisfactorily cleared and grubbed along the Moss Ridge Road corridor (complete removal from the site required to b�gligiblc for payment). No additional measurement or payment will be made for reilZval of tree stumps along Highway 1, cost considered included in this item::'The cleaning of T'! an existing beehive intake (Sheet A.03) is also incidental to this item._"��_ 2. Excavation, Class 10, Roadway and Borrow (CY) The estimated quantities are: 6,900 cubic yards cul and 71,500 eub ya�d5 fill including 30% shrink This item will be aid based on the plan `�tanYi fir fill (including 30% shrink) of 71,500 cubic yards. No measurement will lie made, rWork includes all excavation from the existing ground surface to the subgrader the pavement, and excavation for borrow where so ordered; excavation for shoulders, slopes, open channel ditches, culvert inlets and outlets, and intersections all in conformity with alignment grades and prescribed cross-sections above the finish grade; and removal and disposal of all materials, except materials or items for which direct payment is otherwise provided. This item also includes all work required to bring the roadway to the proper subgrade elevation and density along the entire cross section with a uniform surface free of debris. Scarification and recompaction of subgrade is also included in this item. The removal of all obstructions within the limits of the project, including foreslopes and backslopes shall be included in this item. Furnishing, installing and extending settlement plates is incidental to this item. Contractor shall be responsible for obtaining suitable borrow materials as required to complete construction. Suitable soils shall be cohesive soils that meet the 112327-1 01025-3 y<{W. 3, requirements of Section 2102.02, D, la of the Iowa Department of Transportation Standard Specifications or -'ranular soils that meet the requirements Section 2102.02. D, Ib of the lova Department of Transportation Standard Specifications. All borrow materials shall meet the requirements of Section 2102.02. D. 2 of the lova Department of Transportation Standard Specifications. Also included is cutting. loading. hauling and disposal of unsuitable material, below grade excavation, horroev and hauling, placing. forming. drying, watering and compaction of fill material. Approved Contractor -provided borrow pit and materials, as needed, shall be incidental to this item. There tr'ilt be no payment tot overhaul. Material and compaction testing, as outlined in the contract documents and listed belo�y, shall be performed by an independent geoteclutical testing laboratory employed by the City. Compaction Re nirements Minimnm Ran -,c of Moisture Contents for Standard Proctor Compaction (%) Material Type Density a find Location , Compaction Minimum Maximum Requirement (% Low Plasticity Cohesive Within I toot of finished pavement 98 2 +� sutvrade Jvlore. than I foot below pavement 95 -2 sub -'rade Moderate to High Plasticity Cohesive At least 1 loot below pavement 9� 0 r4 subgrade Granular Within I foot of t Finished pavement 98 3 —3 subgrade I\ lore than I foot below pavement 95 3 +3 sub_.'ade In addition to compaction and moisture testing the subgrade shall be proofrolled using hea%A. rubber -tired consnuction equipment or a tandem axle dump truck (gross weight of 2d tons). No separate payment vN ill be made for proofrollntg, it shall be considered Incidental to this item. Topsoil, Strip, Salvage and Spread (CY) Crit price includes material, equipment and labor necessary to remove topsoil from cuts, or areas to be covered by till, preparation of ver,', tation, and hauling, depositing, and spreading the Topsoil on areas to be seeded and sodded. Other items include mowing, plowing. blading, disking, and stockpiling. Topsoil shall be removed to a unifonn 6 -inch depth. This item will be paid based on the plan quantity of cubic Yards oftopsoil sopped, salvaged and respread. No measurement will be made. 112.27-1 01025-4 4. Modified Subbase (CY) Unit price includes material, equipment and labor necessary to furnish, place, and compact aggregate base as shown on the plans. Other item included is subgrade preparation to 98% Standard Proctor Density. Measurement will be by volume and payment will be based on the unit bid price for the number of cubic yards satisfactorily constructed. Contractor wil I be required to provide rock tickets. The modified subbase material shall meet the requirements of Sections 2115 and 4123 of the lowa Department of Transportation Standard Specifications for Highway and Bridge Construction. 5. Granular Shoulders, Type A (TON) Unit price includes material, labor and equipment for placement of granular shoulder. Payment for this item will be based upon the number of tons of specified rock used to construct granular shoulders at the specified widths and thicknesses. Compaction and special shaping will not be paid for separately but shall be considered incidental to this item. Granular shoulders shall meet the requirements of Section 2121 with a gradation meeting the requirements of Section 4120.04 (Class A); of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. 6. Paved Shoulder, Hot Mix Asphalt Mixture, 6 In. (SY) Unit price includes material, equipment and labor necessary to provide, place, and construct HMA pavement at the locations shown on the plans. 6 Inch HMA shoulder section includes 3 inch base, 1.5 inch intermediate, and 1.5 inch surface courses. Other items included are scarifying and recompacting the subgrade, preparation of surfaces to receive HMA, placement and compaction of IIMA, tack coat. HMA pavement samples, and HMA testing. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. Paved shoulders shall meet the requirements of Section 2122 with Hot Mix Asphalt meeting the requirements of Section 2303 (PG -58-28 for base course and 64-28 for intermediate and surface courses); of the Iowa Department of Transportation'gtandard Specifications for Highway and Bridge Construction. s- :? n c_ Measurement and payment will be by the square yard of shoulder'�atis'rtactori� constructed and tested. Measurement area is to top of HMA shoua� f lend�d cs not include wedge. Wedge area is considered incidental to this item's me;,� me4 7. Relocation of Mail Boxes (EACH) t j' The unit price shall be full compensation for furnishing all materials and ldbhr for relocation of the mailbox as shown on the plans (Sheet A.12). Item also includes installation of new post of the same type and size as the existing post. Measurement witl be by each, and payment will be based on the unit bid price for the number of mail boxes satisfactorily relocated. 8. Pavement Scarification (SY) Unit price includes material, equipment and labor necessary to mill Hot Mix Asphalt 112327-1 01025-5 Surface Course at locations shown on the plans. Other items include sawcutting. and removal and disposal of all material from the site. All proposed sate cuts must be approved by the Engineer, and removal operations shalt confornt to the Consntction phasing noted on the plans or as otha�N°ise approved or directed by the Engineer. Measurement will be by area and payment will be based on the unit bid price for the number of square yards of pavement satisfactorily scarified. 9. Standard or Slip Form Portland Cement Concrete Pavement, Class C, Class 3 Durability, 9 In. (SY) 10. Standard or Slip Form Portland Cement Concrete Pavement, Class C, Class 3 Durability, 10 In. (SY) 11. Median, P.C. Concrete, 4 In. (SY) Unit price includes material, equipment and labor necessary to construct PCC pavement at the specified width, thickness, and locations as shown on the plans. Items �clude mix design, teslin prepa ing base, sawcutting, protection of utilities, integral = curb, form setting. floating and finishing application of curing compound, jointing G� F joint sealing, fixture block-out. or any other means necessan to complete the wort:. Also included with this item are all materials, labor, and equipment to determine pavement smoothness for mainline pavement and provide for surface connection, as specified_ Contractor shall use the maturity method of testing to determine the c� strength of Portland Cement Concrete. as specified. Aggregate durability class for P.C. Concrete pavement shall be Class 3i as specified in Section 41 15.0IC of the Iowa Department of Transportation Standard Specifications Measurement will be by arca and payment will be based on the unit bid price for the number of square yards satisfactorily constructed. Certified plant inspection, pavement thickness cores, profilograph pavement smoothness measurement and maturity testing will not be paid for separately but shall be considered incidental to this item. 12. Payment Adjustment Incentive/Disincentive for PCC Pavement Thickness — By Schedule (EACH) This item will be used to account for incenf%e/cisincentke payment for PCC pavement thickness per the pagrment schedule found in Iowa DOT Specification Section 2301. Quantity is established in accordance with the Office of Local Sysicrns Mailing (01'07 12) regarding the use of incentiveidisincentke bid items, and is estimated as 90% of the 9 -inch and I 0 -inch PCC pavement quantity. The unit for the item is EACH and has a predetermined unit price of S 1.00/EACH. 13. Hot Mix Asphalt Mixture (3,000,000 ESAL), Base Course, 1/21n. Mix (TON) Unit price includes material, equipment and labor necessary to provide, place, and construct ILMA pavement at the locations shown on the plans. Other items included are scarifying and recompacting the subgrade, preparation of surfaces to receive HMA, placement and compaction of LIMA, tack coat, ILMA pavement samples, and HMA testing. This item also includes adjustments to existing utility Fixtures, including but not limited to valves to the new pavement or ground elevations as shown on the plans. Measurement will be by weight and payment will be based on the number of tons satisfactorily constructed and tested. Payment for field voids and laboratory voids will be adjusted by the Pay Factors 112327-1 01025-6 outlined in Section 2303.05, A.3 of the lowa Department of Transportation Standard Specifications for Highway and Bridge Construction. Base course shall use PG 58-28 asphalt binder. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. 14. Hot Mix Asphalt Mixture (3,000,000 ESAL), intermediate Course, 1/2 in. Mix (TON) 15. Hot Mix Asphalt Mixture (3,000,000 ESAL), Surface Course, 1/2 In. Mix, Friction L- 2 (TON) Unit price includes material, equipment and labor necessary to provide, place_ and construct LIMA pavement at the locations shown on the plans. Other items included are preparation of surfaces to receive HMA, placement and compaction of 11MA, tack coat, FIMA pavement samples, and HMA testing. Measurement will be by weight and payment will be based on the number of tons satisfactorily constructed and tested. Payment for field voids and laboratory voids will be adjusted by the Pay Factors outlined in Section 2303.05, A.3 of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. Pavement smoothness for surface course is included in this item and shall be performed by the Contractor in accordance with Section 2316 of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. N Intermediate and surface courses shall use PG 64-28 asphalt binder. r Certified plant inspection will not be paid for separately but sratae clar�sideredr^' incidental to this item. 16. Asphalt Binder, PG 58-28 (TON) --ct 1 17. Asphalt Binder, PG 64-22 (TON) Unit price includes material, equipment and labor necessary to incorpgi' itc binder of the grade indicated in the base, intermediate, and surface course material. Quantity is based on 6.25% asphalt binder content, and does not include paved shoulder quantity. HMA base course shall use PG 58-28, and HMA intermediate and surface course shall use PG 64-28. Measurement will be by weight and payment will be based on the number of tons satisfactorily constructed and tested. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. 18. Payment Adjustment Incentive/Disincentive for HMA Mixture Laboratory Voids — Formula—By Pay Factor (EACH) 19. Payment Adjustment hmcentive/Disincentive for HMA Mixture Field Voids— Formula — By Pay Factor (EACH) This item will be used to account for incentive/disincentive payment for HMA mixture laboratory and field voids by Pay Factor found in Iowa DOT Specification Section 2303. Quantity is established in accordance with the Office of Local Systems Mailing (02/07/12) regarding the use of incentive/disincentive bid items, and is estimated as 50% of the HMA base, intermediate, and surface course bid items. The unit for the item is EACH and has a predetermined unit price of $1.00/EACH. 112327-1 01025-7 20. Hot Mix Asphalt. Driveway (SY) Unit price includes material, equipment and labor necessary to provide, place, and construct H.NIA pavement at the locations shown on the plans. FJIN A driveway section is 8 -inch thick, and includes 4 -inch base, 2 -inch intermediate and 2-incdt surface course. Other items included are scarifying and recompacting the subgradc, granular leveling course, preparation of surfaces to receive IiMA, asphalt binder, placement and compaction of HyIA, tack coat, ITyLA pavement samples, and HMA testing. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. HMA driveways shall meet the requirements of Section 2303 (PG -58-28 for base Unit price includes material, equipment and labor necessary to provide, place, construct, and remove temporary HMA pavement on Modified Subbase at the locations shown on the plans. 6 Inch HMA section includes 3 inch base and 3 inch surface courses. Other items included are preparation of surfaces to receive HMA, placement and compaction of HMA, tack coat, special shaped curb, shaping, LIMA pavement samples, removal of temporary pavement, and WMA testing. Measurement will be by area and payment will be based on the unit bid price for the number of square yards of temporat�- pavement satisfactorily constructed, tested, and removed. Temporary HMA pavement shall meet the requirements of Section 2303 (PG -58-28 for base and surface courses); of the Iowa Department of Transportation Standard Specifications for I lighway and Bridge Construction. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. 22. Surfacing, Driveway, Class A Crushed Stone (TON) Unit price includes material, labor and equipment for placement of granular driveway. Payment for this item will be based upon the number of tons of specified rock used to construct granular 2.5 inch thick driveway. Compaction and special shaping will not be paid for separately but shall be considered incidental to this item. Granular driveways shall meet the requirements of Section 2121 with a gradation meeting the requirements of Section 4120.04 (Class .A): of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. 23. Payment Adjustment Incentive/Disincentive for PCC Pavement Smoothness — By Schedule (EACH) 24. Payment Adjustment incentive/Disincentive for HMA Pavement Smoothness — By Schedule (EACH) This item will be used to account for incentive'disincentive payment for PCC and I-L'vL-k pavement smoothness in accordance with the payment scheduled found in Iowa 112327-1 01025-8 course and 64-28 for intermediate and surface courses) of the Iowa Department of e u t Transportation Standard Specifications for I lighway and Bridge Construction. e_ Measurement will be by arca and payment will be based on the number of square yards of how mix asphalt driveway satisfactorih constructed and tested. 2F. Temporary Pavement (SY) LV Unit price includes material, equipment and labor necessary to provide, place, construct, and remove temporary HMA pavement on Modified Subbase at the locations shown on the plans. 6 Inch HMA section includes 3 inch base and 3 inch surface courses. Other items included are preparation of surfaces to receive HMA, placement and compaction of HMA, tack coat, special shaped curb, shaping, LIMA pavement samples, removal of temporary pavement, and WMA testing. Measurement will be by area and payment will be based on the unit bid price for the number of square yards of temporat�- pavement satisfactorily constructed, tested, and removed. Temporary HMA pavement shall meet the requirements of Section 2303 (PG -58-28 for base and surface courses); of the Iowa Department of Transportation Standard Specifications for I lighway and Bridge Construction. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. 22. Surfacing, Driveway, Class A Crushed Stone (TON) Unit price includes material, labor and equipment for placement of granular driveway. Payment for this item will be based upon the number of tons of specified rock used to construct granular 2.5 inch thick driveway. Compaction and special shaping will not be paid for separately but shall be considered incidental to this item. Granular driveways shall meet the requirements of Section 2121 with a gradation meeting the requirements of Section 4120.04 (Class .A): of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. 23. Payment Adjustment Incentive/Disincentive for PCC Pavement Smoothness — By Schedule (EACH) 24. Payment Adjustment incentive/Disincentive for HMA Pavement Smoothness — By Schedule (EACH) This item will be used to account for incentive'disincentive payment for PCC and I-L'vL-k pavement smoothness in accordance with the payment scheduled found in Iowa 112327-1 01025-8 DOT Specification Section 2316. Quantity is established in accordance with the Office of Local Systems Mailing (02/07!12) regarding the use of incentive/disincentive bid items, and is estimated as 75% of the 9 -inch PCC pavement quantity and 24% of the Highway 1 HMA surface course quantity. The unit for the item is LACH and has a predetermined unit price of $1.00IEACH. 25. Removals, As Per Plan (LS) Unit price includes material, equipment and labor necessary to remove and dispose of existing storm sewer, flared end sections, and removal and re-establishing field fence connections with new field fence. Other items include protection of utilities and protection of exisfing signs. Item includes W -outing existing pipe (Sheet A.03) and removing existing intake (Sheets A.08 and U.06). Item also includes relocathrg and extending tracer wire for sanitary server locator (Sheet A.08). Payment will be based on percentage complete for the lump sum bid price. 26. Removal of Sign (EACH) Unit price includes material, equipment, and labor necessary to remove existing signs and posts as shop n on the plans. Other items included are temporary relocations of signs as directed Iiy the Owner's Representative. the protection of utilities, excavation, backfill, removal and disposal of unsuitable materials, and incidental concrete. Measurement and payment will be based on the unit bid price for the number of signs satisfactorily removed. r� 27. Aprons, Concrete, 12 In. Dia. (EACH) 28. Aprons, Concrete, 15 In. Dia. (EACH) 29. Aprons, Concrete, 3 _6 In. Dia. (EACH) ='� �' 30. Aprons, Concrete, 42 In. Dia. (EACH) ' 31. Aprons, Concrete, 48 In. Dia. (EACH) tC' " 32. Aprons, Metal (EACH) Unit price includes material, equipment and labor necessary to provick-and,install aprons at the locations and elevations shown on the plans. Othct;items ittrTude excavation, sheeting and shoring, dewatering, shaping of subgrade, bedding, bac!&Ill, and hardware. Also includes apron toe wall and pipe connectors. Measurement will be by each, and payment will be based on the unit bid price for the number installed for each size and type. The last two pipe joints before the apron section shall be tied (Iowa DOT Standard Road Plan RF -14, Type 3 Connection) and is incidental. 33. Manhole, Sanitary SeSVer, SW -301, 48 In. (EACII) Unit price shall be full compensation for furnishing all materials and labor for installing sanitary manholes and appurtenances of the given type and size including excavation, sheeting and shoring, dewatering, bedding, backfill, compaction, joint sealant, exterior joint wrap, precast concrete adjusting rings, frame and cover, chimney seals and other miscellaneous related work including testing. Measurement will be by each, and payment will be based on the unit bid price for the number of sanitary sewer manholes satisfactorily constructed. 34. Manhole, Storm Sewer, SW -401, 48 In. (EACH) 35. Manhole, Storm Sewer, SW -401, 961n. (EACH) 36. Manhole, Storm Sewer, SW -404 (EACH) 112327-1 01025-9 Unit price includes material, equipment and labor necessary to excavate, bed, install, and backfill storm sewer manholes in the locations shown in the plans. Other items include dewaterng, bedding. backfill, temporary sheeting and shoring hand excavation to expose utilities, protection and temporary support of existing utilities. protection of trees, repair of roots, removal and disposal of unsuitable material. incidental concrete, concrete fillet, compaction, precast concrete adjusting rings, manhole lid and frame, connection of storm sewers, and other items necessary for construction of the manhole. Measurennent is by each; and payment is based on the unit bid price for the number of storm sewer manholes satisfactorily constructed. 37. Intake, SW -509 (EACH) 38. Intake, SW -510 (EACH) 39,; Intake, SW -512, 18 -In. (EACH) '-TAO. Intake, Sw-512, 24 -In. (EACH) t•,a41; Intake, SW -513 (EACH) a Unit p ce includes ma aial, equipment and labor necessary to excavate, bed, construct and backfill stern seta°er intakes. Other items include dewaterin ,bedding, P77r. backfill, temporar; sheeting and shoring, hand excavation to expose utilities, protection and tempera tq support of existing utilities, sawcutting removal and a disposal of unsuitable materiel, incidental concrete, concrete fillet, reinforcement, frarne and casting, and connections of storm sewer pipes. Measurement will be by each and payment will be based on the unit bid price for the number of intakes satisfactorily constructed. 42. Manhole Adjusttmnt. Major (TACH) Unit price includes material, equipment and labor necessary to adjust vertical elevations of existing manholes to finished made. Other items include removal of existing casting, adjusting rings, and/or top conical section; furnishing and installing adjustment rines and/or new casting where noted on the plans, installing new chimney seal (sanitary setter manholes only), excavation, backfill, and compaction. No plastic adjusting rings allowed. Measurement is by each and payment is based on the unit bid price for the number of manholes satisfactorily adjusted. 43. Continuous Trench Drain (500-20) (EF) Unit price shall be full compensation for furnishing all materials and labor for installing continuous trench drain of the given type and size with appurtenances. Includes trench fonning.. elbows, grouted joints, surface casting and special connections. PCC concrete to construct curb around continuous trench drain shall be paid for under the curb and gutter item. Trench drain shall be dcsigicd, manufactured. and supplied by one of the following: Zurn Industries, Inc. or a designated distributor, telephone (815) 806-9826 ABT, Inc. or a designated distributor, telephone (708) 862-7870 Hubbell Power Systems, Inc. or a designated distributor. telephone (865) 635- 2139 Approved equivalent. Measurement will be by length and shall exclude the space across outlet connection. Payment is based on the unit bid price for the number of linear feet satisfactorily constructed. 112327-1 01025-10 44. Subdrain, Longitudinal, (Shoulder) 61n. Dia (LF) Unit price shall be full compensation for furnishing all materials and labor for installing Subdrain of the given type and diameter with appurtenances. Includes trench excavation, disposal of excess excavated material, furnishing and placing plugs, elbows, tees, end caps, groutedjoints, filter fabric, special connections, furnishing and placing porous bedding, cleanout assemblies, and finishing the surface as directed by the Engineer. Pipe and pipe fittings shall be Polyvinyl Chloride (PVC) corrugated pipe manufactured by Contech Construction Products, Model: A ?000, Advanced Drainage Systerns. Model: ADS N-12, or Hancor, Model: I It -Q as specified. Measurement will be by length and shall exclude the space across intakes. Payment is based on the unit bid price for the number of linear feel satisfactorily constructed. 45. Subdrain Outlet (RF -19C) (EACH) This item includes all labor equipment, tools, materials, core drilling, bends, backfilling, compaction, rodent guards, grout, saddles, and all other miscellaneous work as necessary to connect the subdrain to intakes. Measurement is by each and payment will be based upon the number of proper connections to intakes. Construction of the subdrain outlets shall be in accordance with the Iowa Department of Transportation Standard Road Plan RF -19C and Statewide Urban Design and Specifications Figure 4040.233 unless otherwise noted. 46. Subdrain Outlet(,RF-19F) (EACH) The unit price shall be full compensation for furnishing all materials and labor for installing subdrain outlets and appurtenances of the given type and diameter. Item includes excavating to expose existing subdrain, backfill, compaction and coupling. Measurement will be by each and payment is based upon the number of proper extensions satisfactorily completed. Construction of the subdrain outlets shall be in accordance with the Iowa Department of Transportation Standard Road Plan RF -19F unless otherwise noted. $xtension shall be long enough to daylight subdrain to widened embankment foreslopec 47. Storm Sewer Gravity Main, 'I (HDPE), 12 to. (LF) 48. Storm Sewer Gravity Main, Trenched, (HDPE), 78 in. (LF) _ 49. Storm Sewer Gravity Main, Trenched, (PVC), 121n. (LF) 50. Storm Sewer Gravity Main, Trenched, (RCP), 2000D (Class 1I1), 121y>LP) a 51. Storm Sewer Gravity Main. Trenched, (RCP), 2000D (Class 111), 15 Fit.. �F). 52. Stonn Sewer Gravity Main, Trenched, (RCP), 2000D (Class III), 24 Int VF) ; 53. Storm Sewer Gravity Main,'frenched, (RCP), 2000D (Class Ill), 36 hi -:(LF) r--) 54. Storm Sewer Gravity Main, Trenched, (RCP), 2000D (Class 111), 42 In. (LF)^" 55. Storm Sewer Gravity Main, Trenched, (RCP), 2000D (Class 111), 48 In. (LF) 56. Storm Sewer Gravity Main, Trenched, (RCAP), 2000D (Class A -III), 44 In. X 27 In. (LF) Unit price includes material, equipment and labor necessary to excavate, bed, install and backfill storm sewer pipe. Measurement for each size and type of pipe will be along the pipe centerline. Measurement shall exclude the space across manholes and intakes. Where the pipe discharges to a ditch or waterway, measurement will be to the 772327-7 01025-11 end of the pipe, exclusive of aprons. The following items shall be considered incidental unless they are included with other items listed in the FORM OF PROPOSAL: a. Adapters, collars. bends; connections, core drilling, and tapping required for connections to adjacent storm sewer. dissimilar pipes, manholes, or other appurtenances as noted in the Plans. b. Trench excavation including furnishing necessary equipment and labor including temporary sheeting and shoring. C. Trench boxes required for safety and to minimize disturbance to features to be saved. d a d. Exploraton- (including hand excavation) digging required to determine ;= location of existing structure or potential conl7tUs, including utilities. w e. Furnishing pipe. wyes, tees, fittings, joint materials, and appurtenances. m.a f. Supply, placement and compaction of specified pipe bedding material and standard or select material %aithin the pipe envelope including concrete encasements. g. Supply, placement and compaction of standard backfill and granular backfill material. Granular backfill material shall be used in trenches under or within 5 feet of pavement or as otherwise indicated or specified on the plans and by the Engineer. h. Dewatering trenches and excavations for pipe, intakes, manholes and associated struehires including fiirnishing pumps, piping, well points, etc., as required. i. Temporary connections, piping, and pumping for bypassing sewage flows as required to construct pipe, intakes, manholes and associated structures. j. Frost excavation, frost ripping. frost blankets, or other activities associated with cold weather. k. Testing of sewers as required. 1. Temporary support of existing utility mains and service lines. M. Repair or replacement of utilityservices damaged by the Contractor. n. Permanent connections and stubs with caps for sump pump, drainage. and field tiles of various sizes, including backfill as specified by the Engineer. o. Connection of storm seNver to existing structure including core drilling, concrete removal and disposal, grouting, adapters, and collars. p. Fiowable mortar backtill and bond breaker at locations specified on the plans. 57. Sanitary Sewer Gravity Main, Trenched, Polyvinyl Chloride Pipe (PVC), 8 In. (LF) Unit price shall be fill compensation for furnishing all materials and labor for installing PVC Truss sanitary saver pipe and appurtenances of the given type and diameter. item includes trench excavation, shecting and shoring; bedding, standard and granular backfill, compacting, %water tight cap, and other miscellaneous related 11237-1 01025-12 Nvork including testing. The length of pipe installed shall be measured from center of structure to center of structure. 58. Sanitary Sewer Gravity Main, Trenched, Polyvinyl Chloride Pipe (PVC), 24 In. (LF) Unit price shall be full compensation for furnishing all materials and labor for installing Contech Construction Products, Model: A-2000 PVC sanitary sewer pipe and appurtenances of the given type and diameter. Item includes trench excavation, sheeting and shoring, bedding, bentonite dam in trench at creek crossing, water tight cap, pipe connection to existing structure, standard and granular backfill, flowable mortar backfill and bond breaker, compacting, and other miscellaneous related work including testing. The length of pipe installed shall be measured from center of structure to center of structure. 59. Flowable Mortar (CY) Unit price includes material, equipment and labor necessary to install flowable mortar at northwest comer of Northgate Drive and Highway 1. Item does not include flowable mortar in storm sewer, sanitary sewer, and/or water main trenches. Cost of trench backfill flowable mortar considered to be included in cost of other contract items. 60. Revetment, Class C (TON) 61. Revetment, Class D (TON) Unit price includes material, equipment and labor necessary to install revelment and 12 inch thick macadam base of the type indicated, and in the location shown on the plans (Sheet U.05). Other items include excavation, preparation and shaping of the subgrade; macadam base and top dressing, filter fabric, supply and placement of rock, and provisions to keep rock from being contaminated with soil during subsequent construction activities. Measurement will be by weight of revetment, established by rock tickets provided in the field at the time of delivery. No measurement will be made for 12 inch thick macadam base and top dress, cost considered incidept4l to this item. Payment will be based on the unit bid price for the number of tons of evehroent satisfactorily constructed. C— 62. Removal of Pavement (SY) Unit price includes material, equipment and labor necessary, to retAW(--.7avetments 0471 locations shown on the plans, including full depth Portland Centent7Concrdte, fir" depth Hot Mix Asphalt, raised medians, driveways, parking lots, andjeLft a$&1 gutter. Other items include sawcutling, removal and disposal of all material from the�te. All proposed saw cuts must be approved by the Engineer, and removal operations shall conform to the constriction phasing noted on the plans or as otherwise approved or directed by the Engineer. Measurement will be by area and payment will be based on the unit bid price for the number of square yards of pavement satisfactorily removed. 63. Sidewalk, P.C. Concrete, 6 in. (SY) 64. Sidewalk, P.C. Concrete, 81n. (SY) Unit price includes material, equipment and labor necessary to construct Portland Cement Concrete Recreational Trail at the specified widths, thicknesses, grades and locations shown on the plans. Other items included are sawcutthrg, preparation and compaction of subgrade, 112327-1 01025-13 Measurement will be by linear foot along face of curb and payment will be based on the number of linear feet of curb and gutter satisfactorily constructed. 66. Driveway, P.C. Concrete, 7 In. (SY) Unit price includes material, equipment and labor necessary to construct PCC driveways at the specified widths, thicknesses and elevations shown on the plans. Other items include excavation required to place forms and to prepare granula leveling course at required elevations, forming, supply, placement and finishing of concrete, curing, jointing and joint sealing. and backfilling at curb lines. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. Measurement will be by area and payment will be based on the number of squat yards of PCC driveway satisfactorily constructed ani tested. 67. Posts, Steel, As Per Plan (EACH) Unit price includes material. equipment, and labor necessary to satisfactorily erect sign posts. Item includes galvanizing and other details necessary. Measurement and payment will be based on the unit bid price for the number of sign posts satisfactorily complete and erected in place. 68. Wood Posts for Type A or B Signs, 4 In. X 6 In. (LF) Unit price includes material, equipment, and labor necessary to satisfactorily erect 112327-1 01025-14 protection of utilities, form setting, supply, placement and finishing of concrete, application of curing compound, jointing, joint sealing, and fixture block-out. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. 1Jeasurement will be by area and payment will be based on the unit bid price for the number of square yards of sidewalk satisfactorih constructed at the specified widths, thicknesses, longitudinal and transverse grades, and locations shown on the plans. P. C. Concrete shall be Class C. Aggregate durability class for P.C. Concrete sidewalk shall be Class 3i as specified in Section 4115.01 C of the Iowa Department of — Transportation Standard Specifications. Contractor shall use the maturity method of - testing to determine the strength of Y.C. Concrete, as specified. � Y r J - Pavement smoothness shall be evaluated for sidewalk per current Iowa DOT s =�= Specifications Section 2511. i&15. Curb and Gutter, P.C. Concrete, 2.5 FL (LF) Unit price includes material, equipment and labor necessary to construct concrete curb and gutter at the specified widths, thicknesses and elevations shown on the plans. Other items include excavation required to place forms and to prepare granular subbase at required elevations, forming, supply, placement and finishing of concrete, curing, jointing and joint sealing; and backfilling at curb lines. Also includes special shaping to existing intake on Sheet U.06, special forming and variable curb gutter pan width and depth for trench drain on Sheet U.08. and transitions from sloped curb to standard curb. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. Measurement will be by linear foot along face of curb and payment will be based on the number of linear feet of curb and gutter satisfactorily constructed. 66. Driveway, P.C. Concrete, 7 In. (SY) Unit price includes material, equipment and labor necessary to construct PCC driveways at the specified widths, thicknesses and elevations shown on the plans. Other items include excavation required to place forms and to prepare granula leveling course at required elevations, forming, supply, placement and finishing of concrete, curing, jointing and joint sealing. and backfilling at curb lines. Certified plant inspection will not be paid for separately but shall be considered incidental to this item. Measurement will be by area and payment will be based on the number of squat yards of PCC driveway satisfactorily constructed ani tested. 67. Posts, Steel, As Per Plan (EACH) Unit price includes material. equipment, and labor necessary to satisfactorily erect sign posts. Item includes galvanizing and other details necessary. Measurement and payment will be based on the unit bid price for the number of sign posts satisfactorily complete and erected in place. 68. Wood Posts for Type A or B Signs, 4 In. X 6 In. (LF) Unit price includes material, equipment, and labor necessary to satisfactorily erect 112327-1 01025-14 sign posts. Item includes treannent necessary to provide sign posts complete and erected in place. Measurement wilt be by length and does not include any parts placed to depths greater than 1 foot more than the specified minimum. Payment is based on the unit bid price for the linear foot of sign posts complete and erected in place. 69. Type A Signs, Sheet Aluminum (SF) Unit price includes material, equipment, and labor necessary to furnish, fabricate, and erect the signs complete. Item includes furnishing of the blank, application of reflective sheeting, application of the screened message, and all mounting hardware. Measurement and payment will be in square feet of sign area completed in place based on the nominal dimensions of the signs. 70. Traffic Signalization (LS) Unit price includes all labor and materials to install the traffic signalization system as detailed in the Plans and Specifications. The estimate of traffic signal quantities is provided on Sheet N.04. This item includes the proposed interconnection to the Northgate Drive intersection as well as the advanced warning sign assembly located north of the intersection. Payment will be based on percentage complete for the lump sum bid price. 71. Construction Survey (LS) Lump sum price includes material, equipment and labor necessary to provide construction survey and staking layout for all components of the project. This item also includes establishing elevations of settlement plate installations, andlevation monitoring as directed by the geotechnical engineer. Payment, ,Jll be -based List. percentage complete for the lump sum bid price. u s- 72. Painted Pavement Markings, Durable (STA) Lp t'' Unit price includes material, equipment and labor necessary f(�'race rable n pavement markings as shown on the plans. Other items include marl<iFj iut and field`' reviewing layout with Owner' Representative, cleaning and surface preparati�n, and providing and establishing traffic control barricades during curing. Measurement will be based on the equivalent length of a 4 -inch wide solid line. Refer to `N' Sheets for tabulations. Payment will be based on the unit bid price for the number of stations satisfactorily placed. 73. Painted Symbols and Legends, Durable (EACH) Unit price includes material, equipment and labor necessary to place durable pavement marking symbols as shown on the plans. Other items include marking out and field reviewing layout with Owner' Representative, cleaning and surface preparation, and providing and establishing traffic control barricades during curing. Measurement and payment will be based on the unit bid price for the number of symbols satisfactorily placed. 74. Temporary Floodlighting Luminaire (EA) 75. Temporary Traffic Signals (EA) Unit price includes material, equipment and labor necessary to provide temporary floodlighting and traffic signals. Items include maintaining and servicing the controller, signal heads, traffic detection system, signal operator, costs for electrical 112327-1 01025-15 energy, and the cost of removing temporary devices from the construction site. The contractor shall supply their own breaker box and power meter and shall not connect to existing City or DOT owned circuits to supply power for temporary devices. Measurement and payanent will be based on the unit bid price for the number of Temporary Floodlighting Luminaires and Traffic Signals assemblies satisfactorily used for the duration of the project. 76. Traffic Control (LS) The lump sum price for this item will be for furnishing, installing maintaining, moving, relocating, and removing all traffic control devices including barricades, r.- safety fencing, drums, lights, arrow boards, signs, flaggers, and orange safm fence. Item includes obliteration of existing pavement markings for staging, temporary R y pavement markings for staging. and restoration of pavement markings obliterated t� �t c� during construction staging. Temporary floodlighting, traff c signals, flaggers, and - pilot cars shall be paid for under separate bid iters. Refer to J -Sheets for additional '+- details. Partial payment for traffic control will be based on estimated percentage of work completed at the time application for payment is submitted. Final payment Nyill be made upon completion of al I project work required by the contract. 77. Flaggers (EA) 78. Pilot Cars (EA) Unit price includes material, equipment and labor necessary to provide flaggers and pilot cars. Measurement and payment will be based on the unit bid price for the number of flaggers provided and pilot cars operated for up to 2 work shifts to accomplish the Stade 4 lane closures. Any additional shifts for the Stage 4 lane closures will not be counted for payment and are incidental to the work 79. Mobilization (LS) Sec Iowa DOT Standard Specification Section 2533. Also included are costs for bonding. meetings, permits, maintenance bond, and demobilization. Also includes material, equipment, and labor necessary to provide, install, and maintain the components shown on the SNN-PPP Plans ("excludes silt fence, filter tube, intake protection, turf reinforcement mat, and ditch checks) and Specifications, and within the erosion control permit, including inspection and reporting requirements. Partial payments shall be made as follows: 25% of this item when 5% of the original project sum is earned. 75% of this item when 25% of the original project sum is earned. 100% of this item when 100% of the original project sum is earned. 80. Milled Shoulder Rumble Strips, HMA Surface (STA) Unit price includes material, equipment and labor necessary to mill rumble strips in 14MA surface and apply diluted asphalt emulsion to the milled shoulder rumble strips 112327-1 01025-16 on HMA surfaces by means of a bituminous distributor. Measurement and payment will be by the station, as shown on the contract documents, measured along each edge of mainline pavement. No deduction in measurement will be made for gapped areas. 81. Water Main, Trenched, Ductile Iron Pipe (DIP), 12 In. (LF) Unit price includes material, equipment and labor necessary to install Class 52 and Class 53 water main as shown on the plans. Other items include protection of utilities, disposal of materials, trench excavation, dewatering, temporary sheeting and shoring, placement and compaction of bedding, standard and granular backfill, flowable mortar and bond breaker, fittings, bends, thrust blocks, tracer wire, pelywrap, blue extruded polystyrene foam, testing, disinfection, and removal of excess spoil. Also includes connections of new water main to existing water main pipe with megaltg restrained joint solid sleeves as shown in the plans. Measurement of the pipe will be along the pipe centerline, from ends of pipe to ends of pipe. Payment will be based on the unit bid price for the number of linear feet satisfactorily installed. 82. Valve, Gate, DIP, 124n. (EACH) Unit price includes material, equipment and labor necessary to install water valves in the locations shown on the plans. Other items include protection of utilities, valve boxes, and other items necessary for installation of water valves. Measurement will be by each, and payment will be based on the unit bid price for the number of water valves satisfactorily constructed. 83. Fire Hydrant Assembly, WM-201 (EACH) Unit price includes material, equipment and labor necessary to install fire hydrant assemblies in the locations shown in the plans per Sheet U.Ol. Other items include protection of utilities, anchor tee, barrel extensions sufficient to achieve proper bury depth of anchoring pipe and height of fire hydrant above finished grade, and components to connect the fire hydrant to the water main, including anchoring pipe, fittings, thrust blocks, pea gravel or porous backfill material, fire hydrant auxiliary valve quid appurtenances, and tracer wire lennural boxes. Measurement wjll, be by each and payment will be based on the unit bid price for the number ot---F?Ivdrant assemblies satisfactorily installed. > --9 ... 84. Hydroseeding(ACRE) c-)-<: — =i C`s 1-0 Unit price includes material, equipment, and labor necessary to complgQnd maintai n hydro -seeding of disturbed areas as shown on the plans. Other items jf [OR]de Tcluovat" of rock and other debris from the area, protection of trees, repairing rill`s"and' washes, "� preparing the seedbed, furnishing and placing seed, including any treatment squired, furnishing and placing fertilizer and mulch, and furnishing water and other care during the care period. Also included is a one-year guarantee commencing with acceptance of the project by City Council. No distinction in unit price shall be made for various seed mixtures specified on the drawings. No additional payment will be issued for areas disturbed by the Contractor outside the construction easements. Measurement will be by area and payment will be based on the unit bid price for the number of acres satisfactorily hydro -seeded. Note: Water may be obtained at the Contractor's expense at the bulk water fill station located at 1200 S. Riverside Drive or 2401 S. Scott Blvd. All water must be paid for in advance at the City Transit Division at 1200 S. Riverside Drive or at the Revenue 112327-1 01025-17 Division or Housing Inspection Services located at City Hall at 410 E. Washington Street. 8>. Temporary seeding (ACRE) Unit price meludes material, equipment. and labor necessary to complete and maintain temporary seeding outside seeding window of disturbed areas as shown on the plans. Item does not include areas penntmorrily seeded within seeding dates. Other items include removal of rock and other debris from the area, protection of trees, repairing rills and tivashes, preparing the seedbed. furnishing and placing seed. including any treatment required, furnishing and placing fertilizer and mulch, and furnishing water and other care during the care period. No additional payment will be issued for areas disturbed by the Contractor outside the .. construction easements. Measurement will be by area and payment will be based on the unit bid price for the number of acres satisfae(orih seeded outside the seeding { " . window in order to provide temporary Establishment. q cr+ Note: Water may be obtained at the Contractor's expense at the bulk water fill station located at 1200 S. Riverside Drive or 2401 S. Scott Blvd. All water must be paid for in advance at the Cite Transit Division at 1200 S. Riverside Drive or at the Revenue �-' Division or Housing inspection Scrvices located at City Hall at 410 E. Washington Street. 86. Hydric Soil, Snip, SalvagelStockpile WY) Cnit price includes material_ equipment and labor necessary to remove hydric soil from disturbed wetland cuts_ or areas to be covered by fill, preparation of vegetation, and hauling, depositing. and stockpiling the hydric soil vyest of paving limits as directed by the Engineer. Topsoil shall be removed to a uniform 6 -inch depth. This item will be paid based on the plan quantity of cubic yards of topsoil stripped, salvaged and respread. No measurement will be made_ 87. Curb Inlet Filter ("EACH) Unit price includes material, equipment, and labor necessary to install. maintain, and remoN e erosion control devices at the locations indicted on the plans or as directed by the Engineer. Erosion control for areas disturbed by careless actions of the Contactor shall be at the Contractor's expense. Measurement will be by each and payment will be based on the unit bid price for the number of each type of intake protection devices installed, maintained, and removed. Partial payments shall be made as follows: 60%ofthis item after installation 1000/4 of this item after maintenance and removal 88. Steel Casing. 32 -inch Dia. (0.375 -Inch Wall) (LF) I nit price includes material, equipment and labor necessary to install steel casing for the sanitary sewer creek crossing as indicated in the Plans. Refer to Iowa DOT Specification Section 2553 for materials and constriction requirements. Item includes trench excavation, sheeting and shoring, dewatering, bedding and backfill. and udes manufactured casing spacers and manufactured casing compaction. Item also incl end seals. Measurement witl he by length and payment will be based on the unit bid price for the number of linear feed satisfactorih installed. Note: The casing length is 112327-I 01025-18 called out on the Plans, and no changes in casing length will be allowed unless approved in advance by the Engineer. 89. Special Compaction of Subgrade for Sidewalk (STA) Unit price includes material, equipment and labor necessary to prepare the subgrade under the 8' wide sidewalk in accordance with the limits shown on the S Sheets. Other items include supplying water as required to bring subgrade moisture content to within specified limits. Measurement will be by station. Payment will be based on the unit bid price for the number of stations satisfactorily prepared. ca 90. Composl Filter Tube, 12 -Inch Dia./Silt Fence (LF) Ca 91. Clean-out of Compost Filter Tube / Silt Fence (LF) fi 92. Remove Compost Filter Tube / Silt Fence (IF) Unit price includes material, equipment and labor necessary to installISaintt, an remove erosion control devices at locations indicated on the plans or aszdgeeted'6y the Engineer. Erosion control for areas disturbed by careless actions o¢ihe"'Cooiractor shall be at the Contractor's expense. Measurement will by length and payment X11 be based on the unit bid price for the number of linear feet of compost filter tube or silt fence satisfactorily installed, cleaned -out, and removed. Measurement and payment for clean-out shall be per plan quantity. No additional measurement or payment will be made for multiple clean -outs during construction. 93. 10 FT. x 5 FT. Box Culvert (LS) Unit price includes material, equipment and labor necessary to construct 10 ft. x 5 ft. box culvert as shown on the V Sheets. Item includes aprons, wingwalls, construction joints, pipe penetrations, grout, concrete, and reinforcing. Item also includes structural excavation and backfill as designated on Sheet V.04. Payment will be based on percentage complete for the lump sum bid price. 94. 10 FT. X 5 FT. Box Culvert Extension (LS) Unit price includes material, equipment and labor necessary to demolish existing be,- culvert oxculvert apron and wingwalls and construct a 10 ft. x 5 ft. box culvert extension as shown on the V Sheets. Item includes demolition of existing wingwall and partial culvert removal, sawcutting, drilling, epoxy, protection of utilities, aprons, wingwalls, construction joints, railing, base plates for railing, block out curtain wall around 6" force main, grout, concrete, and reinforcing. Payment will be based on percentage complete for the hmtp sum bid price. 95. Water Main, Cathodic Protection, DIP 12 In. (LF) Unit price includes material, equipment and labor necessary to install water main as shown on the plans. Other items inchrde protection of utilities, disposal of materials, trench excavation, dewatering, temporary sheeting and shoring, placement and compaction of bedding, standard and granular backfill, fittings, bends, thrust blocks, tracer wire, polywrap, blue extruded polystyrene foam, testing, disinfection, and removal of excess spoil. Cathodic protection items include pipe bonding, relocation of existing handhole, anode test station, isolation test station, flange isolation kits, and removal of 1 segment of existing water main and disconnection of pipe bonding. Also includes connections of new water main to existing water main pipe with megalug remained joint solid sleeves as shown in the plans. Measurement of the pipe will be 112327-1 01025-19 along the pipe centerline, from ends of pipe to ends of pipe. Payment will be based on the unit bid price for the number of linear feet satisfactorily installed. 96. Intake Protection Bag/Filter Sack (EACH) Unit price includes material, equipment, and labor necessary to install, maintain, and remove erosion control devices at the locations indicted on the plans or as directed by the Engineer. Erosion control for areas disturbed by careless actions of the Contractor shall be at the Contractor's expense. Nteasurement twill be by each and payment will be based on the unit bid price for the number of each type of intake protection devices installed, maintained, and removed. Partial paNments shall be made as follows: 60% of this item after installation 1000io of this item after maintenance and removal .r �37. Macadam Stone Slope Protection (SY) Unit price includes material, equipment, and labor necessary to supply and install macadam stone slope protection at the locations shote'n on the plans. Other items include filter fabric and anchoring devices. Erosion control for areas disturbed by careless actions of the Contractor shall be at the Contractor's expense. Measurement will be dere fined by the actual covered, and payment wilt be based on the unit ' bid price for the number of square yards of macadam stone satisfactorily installed. r� 98. Turf Reinforcement Mat (SQ) Unit price includes material, equipment, and labor necessary to supply and install the specified turf reinforcement mat (North American Green Double Net Erosion Control Blanket — Ntodel SCI50BN or approved equal) at the locations shown on the plans. Other items include excavation, staples, anchoring devices, anchoring slots, terminal folds, lap joints, and maintenance. Erosion control for areas disturbed by careless actions of the Contractor shall be at the Contractor's expense. Nleasurement twill be determined by the actual area covered, and payment trill be based on the unit bid price for the number of squares (1 square = 100 square feet) of turf reinforcement mat satisfactorily installed and maintained. 99. Silt Fence (EF) Unit price includes material, equipment and tabor necessan� to install silt fence at locations indicated on the plans or as directed b} the Engineer. Erosion control for areas disturbed bt careless actions of the Contractor shall be at the Contractor's expense Nleasurenrcnt will be by length and paNment swill be based on the unit bid price for the number of linear feet of silt fence satisfactorih installed. 100. Ditch Check (Sy ntlnetic—HDPE) (LF) 1 I /OD ii (I10 _ J., Unit price includes material, equipment and labor necessar'\ to install and remote ditch checks at locations indicated on the plans or as directed by the Engineer. Erosion control for areas disturbed b3 careless actions of the Contractor shall he at the Contractor's expense. Measurement twill he by length and payment swill be based on the unit bid price for the number of linear feet of ditch check satisfactorihinstalled and removed. 112327-1 01025-20 SECTION 01090 �.a REFERENCESTANDARDS ra PART 1 - GENERAL „Cm rr 1.01 GENERAL: "77 A. Titles of Sections and Paragraphs: Captions accompanying specification sectiofis and paragraphs are for convenience of reference only, and do not form a part of the Specifications. 13. Applicable Publications: Whenever in these Specifications references are made to published speciGcations, codes, standards, or other requirements, if shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements. C. Specialists, Assignments: In certain instances, specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such assignments shall be recognized as special requirements over which the Contractor has no choice or option. These requirements shall not be interpreted so as to conflict with the enforcement of building codes and similar regulations governing the Work; also they are not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" for the indicated construction processes or operations. Nevertheless, the final responsibility for fulfillment of the entire set of contract requirements remains with the Contractor. 1.02 REFERENCE SPECIFICATIONS, CODES,ANDSTANDARDS: A. Without limiting the generality of other requirements of the Specifications, all work specified herein shall conform to or exceed the requirements of applicable codes and the applicable requirements of the following documents. 1. American Association of State Highway and Transportation Officials (AASHTO). 2. American Concrete Institute (ACI). 3. American Society for Testing Materials (ASTM). 4. Iowa Department of Transportation Standard Specifications (IDOT) and current Supplemental Specifications 5. American National Standards Institute (ANSI). 6. American Waterworks Association (AWWA). 7. American Welding Society (AWS). 112327-1 01090-1 3. Federal Specifications (FS). 9. National Electrical Safety Code (NESC). 10. ToxNa Occupational Safety and I lealth Act of 1972 (1OSHA)" if. Manual of Accident Prevention in Construction by Associated General Contractors of America, Inc. (AGC). 12. American Disabilities Act(ADA). -1 Standards and Codes of the State of lova and the Ordinances of the City of Towa Cite. Iowa. 14. Other Standards and Codes which may he applicable to acceptable standards of the industry for,equipment, materials, and installation under the contract. B o Incase of conflict between codes. reference standards. drawings and the other Contact 'Documents, the most stringent requirements shall govern. All conflicts shall be brought to tfie,^attention of the Engineer for clarification and directions prior to ordering or any materials or furnishing labor. The Contractor shall bid for the most _at:7 tgentrequirements. a C TW ,Contractor shall construct the Work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and specifications listed herein. D. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto. E. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA,), hicluding all changes and amendments thereto. 1.03 REGULATIONS RELATED TO HAZARDOUS MATERIALS: A. The Contractor is responsible that all work included in the Contract Documents. regardless if shown or not, shall comply with all EPA, OSHA, RCRA. NFPA, and any other Federal, State. and Local Regulations governing the storage and conveyance of hazardous materials, including petroleum products. B. `,'here no specific regulations exist, all chemical, hazardous, and petroleum product piping and storage in underground locations must he installed with double containment piping and tanks, or in separate concrete trenches and vaults, or with an approved lining which cannot be penetrated by the chemicals, unless waived in writing by the Owner. PART 2—PRODUCTS Not Used PART 3–EXECUTION Not Used END OF SECTION 01090 112327-1 01090-2 SECTION 01310 PROGRESS AND SCHEDULES csC") PART1-GENERAL 1.01 SUMMARY: :—;Ca A. Prepare, submit and update as necessary a schedule of the work. B. Time is of the essence. Minimizing inconvenience, disruption aid durglon of disruption is a high priority. Scheduling of work shall he planned with this in mind. 1.02 SUBMITTALS: A. The Contractor shall submit prior to the Pre -Construction meeting a detailed schedule of the proposed work with the controlling operation identified. The schedule shall include proposed dates and durations of street closings. Work may not begin until the schedule is approved by the Engineer. B. The Contractor shall submit updated construction schedules at two week intervals throughout the project. PART 2 -PRODUCTS iiem" PART 3 - EXECUTION 3.01 IIIEETINGS PRIOR TO CONSTR IJCTION.- A. A Pre -Construction meeting will be held prior to beginning work. 3.02 PROGRESS OF JVORK. A. The Work shall be completed in accordance with the schedule listed below (refer to '7" Sheets for detail of work within each stage). Liquidated damages of $1,500 per working day will be charged on work completed after the working days allowance specified in the Notice to Bidders. Incentive payments of $1,500 per working day will be provided for work completed in advance of the working days allowance specified in the Notice to Bidders. The maximum incentive payment is $30,000 for the Highway 1 east side pavement widening (STA 93+40 to STA 106+40; Stage la), and also $30,000 for the overall project completi on. 2014: The Notice to Bidders describes the work that is to occur daring 2014 along ,Moss Ridge Road and Highway 1, and specifies the late start date. The Highway 1 east side pavement widening (STA 93+40 to STA 106+40; Stage la) is to be completed within the working days contract allowance specified in the Notice to Bidders. 2015: All remaining project work is to be completed within the total project working days 112327-1 01310-1 contract allowance specified in the Notice to Bidders. B. Lacept for such work as may be required to properly maintain lights and barricades, no Highway 1 work will be permitted on the Friday or Saturday of Unkeisity of Iowa home football game weekends without approval of the Engineer. C. No work shall be done between the hours of 10:00 p.m. and 7:00 a.m. without the approval of the Engineer, with the exception of saw cutting freshly poured concrete and Stage 4 construction operations. D. Work will proceed in a well organized and continuous manner to minimize the disruption to the general public (both pedestrian and vehicular). E. Restoration activities will follow closely behind the work even if multiple mobilizations are necessary. F. It is anticipated that some utility conflicts may occur which may not be taken care of ahead of time. The Contractor shall work closely with the utility- companies to aid in these �;.=relocations to keep the project on schedule. t 11/00 eharc�Aee�Qinea\sPv->il�01 ;� udae 1,12327-1 01310-2 SECTION 01570 TRAFFIC CONTROL AND CONSTRUCTION FACILITIES PART] -GENERAL 1.01 SUMMARY.• A. Furnish, install and maintain traffic control and construction facilities required for the work. Remove when work is completed. 1.02 REFERENCES: A. MOT Standard Specifications. B. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices for Streets and Highways," 2009 Edition, as revised. C. Traffic Control Notes on project plans. Z-1 c -a PART 2 - PRODUCTS�� = "° --s. , �o ' 2.01 t1F1TERL9LS: -:r -o e A. Traffic control devices may be new or used, but must meet the requiren]64"df the IDOT' " Standard Specifications. B. All construction fence shall be new and securely fastened to approved posts and installed as directed by the Engineer. PART 3 -EXECUTION 3.01 TECHNIQUES, A. Except as amended in this document, the work in this section will conform with the followingdivisions and sections of the IDCYP Standard Specifications: Division 1 I. General Requirements and Covenants. Section 1107.09. Barricades and Warning Signs. Division 25. Miscellaneous Construction. Section 2528. Traffic Control. 3.02 AI AINTENANCE OF FACILITIES: A. The Contractor shall monitor the condition of traffic control and construction facilities at all times, including non -work hours. Repair, replace and maintain as necessary. 3.03 EXCAVATIONS. - 112327 -1 01570-1 A. All excavations shall be fenced. 3.04 ADDITIOAAL FACILITIES. A. All situs. barricades and fences within and beyond the project area deemed appropriate by the Eng 11eer shall be the responsibility of the Contractor. M, X40 cn c 11/00 ,na.amDI '-(I d,11 112327-1 01570-2 PART] GENERAL ]3 1.3 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN DESCRI P`tTON A. This Stormwater Pollution Prevention Plan (S WPPP) has been prepared to satisfy the requirements of the Iowa. Department of Natural Resources (Iowa DNR), General Permit No. 2, for "Stormwater Discharges Associated with Industrial Activity for Construction Activities." Refer to Section 01737-D. B. Contractor shall be responsible for implementation of the S WPPP within the comb act limits identified on the Stormwater Pollution Prevention Plan. C. In addition to the requirements of this Section; Contractor shall comply with all requirements of the General Permit No. 2 and with applicable Iowa DNR and US EPA regulations. SITE DESCRIPTION A. See Cover Sheet of Drawings for general location map B. The site consists of approximately 15.91 acres, and is located in the NW and SW Quarter of Section 36, Township 80 North, Range 6, West of the 5th Principal Meridian, Johnson County, Iowa City, Iowa. The site consists primarily of infrastructure development. C. The activity at this site will consist of utility and roadway construction. It is anticipated that approximately 14.28 of the 15.91 acres of the site will be disturbed during the construction activities. The pre -development runoff coefficient is 0.27 and it is expected that the post -development runoff coefficient will be 0.41. N D. The Stonmvater Pollution Prevention Plan shows the following: I . Drainage patterns. ? Approximate slopes after major grading. . - 3. Areas of soil disturbance. t7 E r 4. Locations of structural controls.C^ xcr d 5. Locations of non-structural controls.ty 6. Locations of areas to be stabilized. 7. Surface drainageways. " 8. Stormwater discharge locations. E. Stormwater runoff from the site will discharge to the storm sewer and will ultimately discharge to Rapid Creek. Soils information can be obtained from the soil boring reports. This information can be obtained from the Engineer as requested. G. No runoff water quality data is available for this site. CONTROLS 112327-1 01737-1 SECTION 01737 STORNIWATER POLLUTION PREVENTION PLAN A. Major soil disturbing activities at the site will consist of clearing & grubbing and excavation backfill for utility and roadwav construction. For these activities, the erosion' sedimentation control measures, both structural and non-structural. and implementation of these controls is described herein or is shown on the Stonnwater Pollution Prevention Plan. 1.4 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN A. The post -development storntwater management plan consists of maintaining the system of storm sewers, intakes, and vegetatiN e cover. It is anticipated that this plan will achieve the goal of 80 percent removal of total suspended solids. PART PRODUCTS NOT USED PART 3 EXECUTION 3.1 GENERAL EROSION/SEDIMENTATION CONTROI, MEASURES "., During construction activities, the follow=ing practices will be observed! I . A sign or other notice must be posted near the main entrance of the construction site. The sign or notice must contain the following information: a. A copy ofthe completed Notice of intent (NOI) as submitted to the Iowa Department of Natural Resources (IDNR). b. Project description and permit number. C. The current location of the SNN'PPP and name and telephone number of a contact person for scheduling viewing times. 2. For linear projects, the sign or notice must be posted at a publicly accessible location near the active part of the construction site. 3. Contractor is responsible for installation and maintenance of a rain gauge. The rain gauge shall be installed in an area free of obstructions. Rain gauge will be utilized for inspection purposes to determine the amount of rain deposited after a storm event Identify the location of the rain gauge on the Drawings. 4. Ensure proper disposal of construction site waste materials. No waste materials will be disposed of on-site. The Contractor shall comp]}' with all applicable local, state, and federal requirements regarding the disposal of excess and waste materials. Contractor shall provide to the Owner the locations where waste materials will be disposed of. �. Prevent oft -site tracking of sediments and generation of dust. Stabilized construction entrances or vehicle washing racks should be installedat locations where vehicles leave the site. Tracked sediment will be removed from the surrounding roads, drives, and parking lots by the Contractor. Identify all locations of stabilized construction entrances on the Drawings. Implement dust control measures where dust is generated. Frequent watering of the site, sprinkling' irrigation, vegetative cover, mulch, wind breaks. tillage, stone, and spray' -on chemical soil treatments ('palliatives) are possible dust control measures. If the dust control is not acceptable it shall be changed as directed by the Owner's Representative. 112327-1 01737-2 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN 6. Treat or dispose of sanitary waste generated on-site in accordance with state and local waste disposal, sanitary sewer, or septic regulations. Identify all locations of portable restroom facilities on the Drawings. Portable restroom facilities must not be located near drainageways. 7. Prevent contamination of allowable non-stormwater discharges. Identify on the Drawings all locations of allowable non-stormwater discharges. Allowable non-stormwater discharges include, but are not limited to, water flushed from water lines, pavement and equipment washing (where no spills or leaks have occurred, unless the spilled material has been cleaned up) where no detergents or other surfactants are used, and uncontaminated groundwater (dewatering). 8. Identity all locations of stockpiled material on the Drawings. Contractor shall provide all erosion/sedimentation controls as necessary to contain material on site. 9. Identify all locations of concrete, paint, and grout washout areas on the Drawings. These areas shall be protected at all times. Contractor shall haul off all waste material on site. Contractor is required to install a sign that designates the washout arca. 10. Identify locations of contractor laydown/equipment storage. Contractor shall provide all erosion/sedimentation controls as necessary to contain materials on site. 3.2 DESCRIPTION OF CONTROLS A. Minimum trusion/sedimentation control devices are shown on the plans. It is the Contractor's responsibility to control erosion and sediment on the site. Additional controls shall be installed as needed to satisfy this requirement. 13. Stabilization Controls. All controls shall be in accordance with Section 02370 - Erosion and Sedimentation Control. o C. Structural Controls. All controls shall be in accordance with Section 42'3'3, Q -Vision'—Irl and Sedimentation Control. 3.3 SEQUENCE OF MAJOR ACTIVITIES :4 `� s :-<r; v A. Contractor shall incorporate all temporary stabilizing and permanent erosion/sedimentation control features into the project at the earliest pci_aticabI64ime and according to the following guidelines: 1. install intake protection and down slope and side slope perimeter controls before the land disturbing activity occurs. 2. Do not disturb an area until it is necessary for construction to proceed. 3. Cover or stabilize disturbed areas as soon as possible. 4. Time construction activities to limit impact from seasonal climate changes or weather events. S. Delay eonshvction of infiltration measures until the end of the construction project when upstream drainage areas have been stabilized. 6. Do not remove temporary perimeter controls until after all upstream areas are finally stabilized. 3.4 TOPSOILPRESERVATION 112327-1 01737-3 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN A. Topsoil shall be preserved on all construction sites unless land use precludes this practice. B. In areas where 4.0 inches of topsoil existed prior to any soil disturbing activities, the minimum depth of topsoil required to restore the site after soil disturbing activities have ceased is equal to, or greater than, 4.0 inches of topsoil unless otherwise identified on the Drawings. C. In areas where less than 4.0 inches of topsoil existed prior to am soil disturbing activities, the minimum depth of topsoil to restore the site after soil disturbing activities have ceased is equal to, or greater than, the depth of topsoil that existed prior to soil disturbing activities unless otherwise identified on the Drawings. --- D. In areas where less than 4.0 inches of topsoil existed prior to an}soil disturbing activities, asoil survey is required to be conducted by properlyqualified personnel who 'g `= regularly conduct soil surveys as part of their normal job duties. This requirement is "' c : }' onl} applicable if the Drawings do not identify a required amount of topsoil and the LL ca" -:)—Contractor only intends on restoring the site to the depth of topsoil that existed prior to _ -„, -soil disturbing activities. The results of the soil survey shall bee-0tne part of the �Stormwater Pollution Prevention Plan and shall indicate the depth of topsoil at a »suitable number of points on the site consistent with standard engineering practices e= established for the size of the site. The Contractor is responsible for paying all fees associated with this service. E. The final depth of topsoil is to be measured after the soil has been compacted and shall include the soil contained in any sod that has been placed on the site. The type of topsoil at the site after soil disturbing activities have ceased and final stabilization has been achieved. shall be similar to that which exists or existed in the general arca of the site. 3.5 MAINTENANCE A. Niaintenance and repairs of erosion and sedimentation controls shall be in accordance with Section 31 24 00 - Erasion and Sedimenlation Conn'ol. B. The Contractor will be required to maintain all erosion and sedimentation controls in proper working order, including cleaning. repairing, or replacing the controls until final stabilization. C. Refer to Section 31 25 00 - Erosion and Sedinionlalion Conn'ol for sediment cleaning from controls requirement_ If not specified, cleaning ofsediment controls will begin when the controls havo lost iO°. of their capacity. D. The inspection reports can be toed to record scheduled maintenance. E. I he Contractor will maintain records of the construction activity on the site. These records vs ill be used to make sure that areas, where there is no construction acth ity. will be stabilized within the required time frames 7 he SWPPP will be updated to include. at minimum.. the following information: 1. The dates when major grading activities occur in a particular area. 112327-1 01737-4 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN 2. The dates when construction activities cease in an area, temporarily or permanently. 3. I he dates when an area is stabilized, temporarily or permanently. 4. The dates when erosion/sedimentation controls are installed and removed. For the SWPPP to be effective, the plan must accurately reflect the construction site features and operations. When the Contractor observes deficiencies in the plan or that the plan is not effective in minimizing pollutant discharge from the site, the plan must be updated and changed. Any changes that maybe required to correct deficiencies in the SWPPP, noted during an inspection, should be trade as soon as practical after an inspection, but in no case later than four (4) days after the inspection. In addition, the S W PPP will be updated to: 1. Include contractors identified after the submittal of the Notice of Intent. These contractors will certify the plan and be identified as co -permittees. 2. Identify any change in ownership or transference of the permit and permit responsibilities. 3.6 SPILL PRLV ENTION AND CLEANUP MEASURES A. The Contractor must include in the SWPPP the Material Safety Data Sheets (MSDS) for all waste materials expected to be stored on site, with updates as appropriate. B. The Contractor is required to furnish and install a spill kit. The spill kit shall be a sealed storage shed located near the construction trailer or fueling area. The spill kit shall be relocated as necessary for construction. At a minimum, the spill kit shall contain, but not be limited to the following items: 1. Garbage can 2. Gloves 3. Safety goggles r. 4. Broom and dust pan I> 7 5. Oil absorbent clay chips or pads C. The spill kit shall be restocked as supplies arc used. ; :t ,i D. The Contractor is required to install a sign that designates the spill kit" fie lodafion of the spill kit shall be identified on the Drawings. jr E. The Contractor will be required to report any spills of substances that may create a hazarclous condition to the Owner's Representative. Iowa law requires that as soon as possible, but not more than six (6) hours after the onset of hazardous condition the 1DNR and local sheriff s office or the office of the sheriff of the affected county be notified by the Owner. The Contractor must modify the SW PPP within 14 calendar days of a hazardous condition. The SWPPP shall describe the release and the circumstances leading to the release as well as the date that the release occurred. Steps to prevent the reoccurrence of such releases are to be idenli bed in the plan and implemented. 3.7 INSPECTIONS 112327-1 01737-5 SECTION 01737 STORMWATER POLLUTION PRF,VENTION PLAN A. The Contractor shall designate OTIC. qualified person to be the Stormwater Coordinator. This person will be required to provide inspections for the Contractor as well as maintain the S\V'PPP and all required documentation. B. Inspections shall be provided by the Contractor who shall inspect disturbed areas of the construction site that Jim e not been full}stabilized at least once every seven (7) calendar days. 'The SNA PPP Inspection Report fume in Section 01737-B - S1at'rmrater' Polhttion PI -el cnliora Plena - Znspectirm Repfwi shall be completed for all inspections. C. Disturbed areas and areas used for the storage of materials that are exposed to precipitation shall be observed for evidence of, or the potential for. pollutants entering the drainage system. D. Structural control measures shall be observed to ensm-e that they are operating correctly. n_ -E. ,_ _Accessible discharge locations shall be observed to determine effectiveness in ..._preventing sgni hcant impacts to recening waters. t3,-Mocations where vehicles enter or exit the site shall be observed for evidence of off-site s "sedimenttracking. + �=* f,. t.y. file Contractor aN ill prepare an inspection report of the pollution control measures. -the report will: report the scope Of the inspection: proe ide the name(s) and qualifications of personnel making the inspection: include the date(s) of the inspectiom. identify any damages or deficiencies in the control measures; identify what actions will be taken to modify pollution control practices; and certified by signature. The SWPPP Inspection Report form will be completed for all inspections. H. Based on the results of these inspections, the Contractor shall make revisions as required to protect receiving ivaters nithin four (4) days Of the date Of Stich inspection. I. Results of these inspections shall be recorded on copies of the inspection form provided or other standard format and kept in the Contractor's field office until the project is completed. J. Contractor is required to protide inspections until the site has reached final stabilization and the Notice of Discontinuation (NOD) has been Filed by the Owner's Representative. 3.S IMPLLMLNTATION A. The Owner is responsible for submittim the Public Notice of Stornnvater Discharge, the Notice of Intent and the Notice of Discontinuation. B. -Che Owner is responsible for paying the fees for publishing the Public Notices and for submittine the Notice of Intent. C. "I he Owner is responsible for resubmitting for an extension if necessary. All resubmittal fees will be paid by the Ossxter. 112327-1 01737-6 SECTION 01737 STORMWATER POLLUTION PREVENTION PLAN D. The Contractor is responsible for keeping the NPDES permit up to date. E. The Contractor is responsible for the implementation and maintenance of all measures identified in this SWPPP. F. The Contractor and all subcontractors coming on site to perform soil disturbing activities or implementing erosion/sedimentation control measures are required to certify the SWPPP by signing the certification statement in Section 01737-A - Stornnnvater Pollution Prevention Plan - Contr-actorLSubcorntrcrctor Certification one (1) week prior to start of construction. The SWPPP Certification Statement Conn at the end of this Section shall be completed by all subcontractors, throughout the duration of the project, before conducting any work at the site. The signed copies shall be kept with this SWPPP in the Contractor's fold office until the project is completed. G. The Contractor/Subcontractors implementing erosion/sedimentation controls on site are required to sign the Table of Contractor/Subcontractors Implementing Erosion Control Measures located in Section 01737-C - Stornnvater Pollution Prevention Plan - Table. of CorafraclorlVtihcoritractor Implementi;W Frosion/Sedirnentation Control Measures. H. Upon review of the SWPPP, the Owner shall sign the Owner Certification, Section 01737-E - Stormwater Pollution Prevention Plan - Owner Certification. o r 3.9 RETENTION OF RECORDS y i - A_ A copy of this SWPPP, including all reports and certifications requirq,�btrthe-`3W PPV� shall be maintained at the construction site by the Contractor from the:.rlaie of project t, PP1 r a!a initiation to the date of final stabilization. B. A copy of this SWPPP, including all reports and certifications required by Che SWPPP and records of all data used to complete the Notice of Intent to be cov?4 d by theme permit, will be kept for a period of at least three (3) years from the date that the site is finally stabilized. C. A copy of the Notice of Intent must be included in the SWPPP. D. All SWPPP plans and associated records must be made available to the Department of Natural Resources and the operator of the municipal separate storm sewer system (MS4) upon request. E. Provide a copy of any modifications to the Stormwater Pollution Prevention Plan, all SWPPP Certification Statement forms, all SWPPP Inspection Reports and the Table of Contractor/Subcontractors Implementing Erosion Control Measures to the Owner's Representative. 3.10 FINAL STABILIZATION A. Final stabilization is reached when all soil disturbing activities at the site have been completed. This includes the establishment of a uniform perennial vegetative cover for unpaved areas not covered by permanent structures or equivalent permanent stabilization measures (i.e. rip -rap, gabions or geotextiles). Final stabilization must be approved by the Owner's Representative. 112327-1 01737-7 SECTION 01737 STOR[NTWATER POLLUTION PREVENTION PLAN B. Upon approval by the Owner's Representative, the Contractor is required to remove all temporaryerosion' sedimentation controls. C. Within thing (30) days after all temporary erosion' sedimentation controls have been removed. the Contractor shall notify the Owner to submit the Notice of Discontinuation (NOD) form to the IDNR. END OF SECTION 11237-1 01737-3 ;•i 11237-1 01737-3 DOCUMENT 01737-A STORMWA'FLR POLLUTION PREVENTION PLAN CONTRACTOR,'SUBCONTRACTOR CERTIFICATION NAME OF PROJECT: MOSS RIDGE ROAD PROJECT HIGH WAY I TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE Certification Statement I certify under penalty of law that I understand the terms and conditions of the General National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature, I understand that I am becoming a co -permittee, along with the Owner(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No. 2 for "Storm Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co -permittee, I understand that 1, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with the terms and conditions of the Storm Water Pollution Prevention Plan developed rmder this NPDES permit and the terms of the NPDES pefluit. DESCRIPTION OF CONSTRUCTION ACTIVITY PERFORMED BY THE FOLLOWING CONTRACTOR/SUBCONTRACTOR NAME TITLE na 0 COMPANY NAME TELEPHONE NO. C;f — _,� m ams COMPANY ADDRESS c.n SIGNATURE DATE KEEP A COPY OF THIS SIGNED CERTIFICATION WITH THE STORMWATER POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 112327-1 01737—A-1 NAME OF PROJECT NAME Ol INSPECTOR DATE OF INSPECTION DOCUMENT 01737-B STORMWATERPOLLUTION PREVENTION PIAN INSPECTION REPORT Moss Ridge Road Project CURRENT WEATHER CONDITIONS WEEKLY INSPECTION Yes/No TITLE SWPPPREVIEWH)AND UPDATED SINCE LAST'INSPECTION Yes/No INSPECTION AFTER PRECIPITATION Yes/No AMOUNT OF PRECIPITATION DURATION OF STORM EVENT 112327-1 01737-B-1 Erosion/Sedimentation Change in Control Observed Control Measure Clean-up RCCjL1iTCd9 Tyne Required? ❑ Ditch Checks Yes / No Yes / No ❑ Silt Fence Yes / No Yes / No ❑ Compost Filter Tube Yes / No Yes/No ❑ Stabilized Construction Entrance Yes / No Yes / No ❑ Temporary Secding Yes / No Yes / No ❑ Mulching/Compost Yes / No Yes / No ❑ Permanent Seeding/Soddutg Yes I' No Yes / No ❑ Erosion Control Blanket Yes /No Yes / No ❑ Dewatering Filtration Yes /No Yes / No ❑ Intake Protection Bag/Filter Sack Yes / No Yes / No ❑ Concrete. Paint and Grout Washout Area Yes / No Yes / No ❑ Sedimentation Basin Yes / No Yes / No ❑ Curb Inlet Filter Yes / No Yes / No ❑ Transition Mat Yes / No Yes / No Clean-up of Roadways Parking Lots/ Yes / No 0 yes / Nis— Driveways Observations of Discharge Locations s 112327-1 01737-B-1 DOCUMEN f 01737-B 1;TORMWATER POLLU'110N PREVENTION PLAN INSPECTION REPORT Observations of Erosion/Sedimentation Control Measures Is uncontained sediment leaving the site`? If yes, describe "here and what changes will be made to erosion/sedimentation control devices. J-1 P Recommended Revisions to the SWPPP Inspection Report Certification Statement I certify under penalty of law that this document and all attachments were prepared under cny direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the infomation submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Inspector's Signature Date KEEP A COPY OF THIS CERTIFIED REPORT WITH THE STORMWATERPOLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 112-127-1 017= 7-13-' SECTION 01737-C. STORMWATER POLLUTION PREVEN PION PLAN TABLE OF CONTRACTOR/SUBCONTRACTORS IMPLEMENTING EROSION/SEDIMENTATION CONTROL MEASURES NAME OF PROJECT: MOSS RIDGE ROAD PROJECT HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE On the following chart indicate the name of each Contractor or Subcontractor who will implement erosion/sedimentation control measures and which measure they will implement. Name of Contractor/Subcontractor LroSiorll Sedimentation Control Measure KEEP A COPY OF THIS TABLE WITH THE STORMWATER POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 112327-1 01737 -C -I r.a a �Q Y e m L% t KEEP A COPY OF THIS TABLE WITH THE STORMWATER POLLUTION PREVENTION PLAN ON THE JOB SITE. SUBMIT A COPY TO THE OWNER'S REPRESENTATIVE. 112327-1 01737 -C -I SECTION 01737-D IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 "STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES" Effective Date - October 1, 2012 to October 1, 2017 112327-1 01737-D-1 na 112327-1 01737-D-1 IOWA DEPARTMENT OF NATURAL RESOURCES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. 2 EFFECTIVE DATES OCTOBER 1, 2012 THROUGH OCTOBER 1, 2017 FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES 502 EAST 9th STRCE'II DES MOINES, IOWA 50319 515-281.7017 FAX 515-281-8895 NN vw.iowadnr.govhvater/sto¢ watcr/index.fitmi 7;c> e:) p 502 EAST 9th STRCE'II DES MOINES, IOWA 50319 515-281.7017 FAX 515-281-8895 NN vw.iowadnr.govhvater/sto¢ watcr/index.fitmi NPDES GENERAL PERMIT NO.2 TABLE OF CONTENTS PART 1. COVERAGE UNDER THIS PERMIT A. PERMIT AREA .................................... B. ELIGIBILITY ....................................... C. REQLURING AN INDIVIDUAL. PERMIT D. AUTHORIZATION ............................... PART II. NOTICE OF INTENT (NOI) REQUIREMENTS A. DEADLINES FOR FILING A NOTICE OF INT ENI'................ B. FAILURE 1'O No,ri n .......................................................... C. CONTENTS OF THE NOTICE OF INTENT ........................... D. WHERE TO SUBMIT........................................................... E. RENOTIF1CAr1ON............................................................... F. TRANSFER OF COVERAGE UNDER THIS PERMIT ............. G. NOTICE OF DISCON I I N U.A'1']ON ........................................ PART III. SPECIAL CONDITIONS, MANAGEMENT PRACTICES, AND OTHER NON- NUMERICLIMITATIONS.......................................................................................................................4 r� c� A. PROHIBITION ON NON -STORM WATER DiSCHARGES........................................... ....�:......... g .........AY B. RELEASES IN EXCESS OF REPORTABLE QUANTITIES ................................................. r-- .. .r....... u:....... , PART IV. STORM WATER POLLUTION PREVENTION PLANS ........................ . ............ A. DEADLINES FOR POLLUTION PREVEN LION PLAN PREPARATION AND COMPi.TANCFsv...... � s.. 5! ... ! S. �... ...„. B. SIGNATURE AND PLAN REVIEW...................................................................................... � ....... �..... 5 C. KEEPING PLANS CERRLN'1'""'............................................................................................'-""..... 5 D. CONTENTS OF THE POLLUTION PREVENTION PLAN .................. PART V. RETENTION OF RECORDS................................................................................................10 PART VI. STANDARD PERMIT CONDITIONS................................................................................11 A. DUTY TO COMPLY. B. CONTINUATION OF THE EXPIRED GENERAL PERMIT.......... 11 11 C. NLED'Fo HAL I OR REDUCE ACTT VITv NOT A DEFENSE................................................................ 1 I D. DUTN TO NI ITIGATE..................................................................................... E. DIiT1"IO PRONEDE INFORNIAI ION.............................................................. F. OTHER INFOR-.NVLIION.................................................................................. G. SIGNATORY PTOTTIREiNIEN I'S....................................................................... H. CERTIFICAT'ION............................................................................................ 1. OIL AND HAZARDOLS SLBSTANCE LIABII.IT}'............................................. J. PROPERTY RIGFITS........................................................................................ K. SEVER BILL II............................................................................................... L. TRINSFERS.............................................................................................. I.... M. PROPER OPERATION .AND MAIN]ENANC E ................................................. N. INSPECTION AND LN1'RN .. ............................................................................. O. PERMIT ACTIONS....................................................................................... 11 P. ENVIRON6IENLAE LAWS . ............................................. . ... I........................... PART VII. REOPENER CLAUSE ................................... PART VIII. DEFINITIONS 13 13 r� 13 13 IOWA DEPARTMENT OF NAT[RAI. RESOURCEs NPDES GLNERAI. PERNlrINo. 2 STORM WATER DISCHARGE ASSOCIA9'ED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIInTIES PART I. COVERAGE UNDERTHIS PERMIT A. PERrvu ,AREA This permit covers all areas of the State of Iowa. B. ELIGIBILITY 1. A. Except for discharrves identified under Parts I.132. and I.B. i , this permit may, authorize the discharge of storm water associated with industrial activity from construction sites, (those sites or common plans of development or sale that will result in the disturbance of one or more acres total land arca). (hereafter referred to as storm water discharge associated with industrial activity for construction activities) occurring after the effective date of this permit (including discharges occurring after the effective date of this permit where the construction activity was initiated before the effective date of this permit), including storm water discharge associated with industrial activity from areas that are dedicated to producing earthen materials, such as soils, sand and gravel, for use at a single construction site. B. This permit may authorize storm water discharge from a construction site that is mixed with stone water discharge associated with industrial activity from sources other than construction activities provided that the storm water discharge from the industrial (nor -construction) source is in compliance with the terms of a NPDES general permit, other than this general permit, or individual permit authorizing such discharge. In addition, the storm water other than from construction, shall be in compliance with Part IV.D.6. of this permit. 2. LIMITATIONS ON COVERAGE The following storm water discharges associated with industrial activity for construction activities are not authorized by this permit: A. storm water discharges that are mixed with sources of non -storm water other than discharges identified in Part III.A.2. of this permit; EFFECTIVE DATE - OCTOBER 1, 2012 TO OCTOBER 1, 2017 B. storm water discharges associated with industrial activity for construction activities which are covered by an existing individual NPDES permit or which are issued a permit in accordance with Part I.C. of this permit. Storm water discharges authorized by an existing individual NPDES permit will be eligible to apply for coverage under this genual permit as the existing individual permit expires; and C. storm water discharges associated with industrial activity for construction activities that the Iowa Department of Natural Resources has determined to be or may reasonably be expected to be contributing to a violation of a water quality standard. D. new or expanded "storm water discharge associated with industrial activity" that discharges to Outstanding Iowa Waters or to Outstanding National Resource Waters. 3. ExCLUs1ONs The following "storm water discharges associated with industrial activity" from construction activities do not require a NPDES permit: discharges from agricultural and silvicultural activities including storm water runoff from orchards, cultivated crops, pastures, range lands, and forest lands, but not discharges from concentrated animal feeding operations as defined in 40 CFR 122.23, concentrated aquatic production facilities as defined in 40 CFR 122.24, discharges to aquaculture projects as defined in 40 CFR 122.25, and discharges from silvicultural point sources as defined in 40 CFR 122.27. C. REQUIRING AN INDIVIDUAL PERMIT s=a 1. The Department may regtti,'e any' perso ,,- authorized by this permit Jog&ly r andp.�,� obtain an individual NPDI�T rmi{t_ Theme Department may requiref'Zy-ovxt i orf operator authorized to disch"'`ar una this I I I permit to apply for an inrivldUl J)ES r; permit only if the owner or ope di`hasF-been notified in writing that a perniiiP plicaps'n is required. This notice shall include a, brief (..-i love IEx,aR'n'Irrvr or Net oRn I. Rrsouncrs NPDES G everaac PFR-wnT No. -_jc STORM ANA TFir D15CILU2CE ASGOCL\T[DR'rIH INUl5TRL1LACIIVI'Il'FOR C OSS R<UC'IION . CTNLInIs K. stat n°cnl o1flfie reasons for this decision, an appbctdio(I— form, a statement setting a 1deTdhne far 1hG owner or operator to file the application, aad a statement that on the offe�&e date of the individual NPDFS Permit- coverage under this geueral permit Shall automatically terminate. If an owwner or operator fails to submit an individual NPDES Permit application required by the Department under this paragraph, coveralge of this general permit automatically is terminated at the end of the day specified for submittal of the individual NPDES application. EITECTIYn DA 11: - OCTOBER 1, -11111- ro OCTOBER 1, 21117 PART IT. NOTICE OF INTENT (NOI) REQUIREMENTS A. DEADLINES tot FILING A NOTICE OF 1NTrNT For storm wvatet discharge associated with industrial activity for construction aetivltle5 where construction begins after October 1, 1992, construction activities shall not commence until an authorization has been issued for the project by the Department. 2. Any person authorized to discharge under this B. FAILURE To NOTIFYDischargers who fail to permit may apply for an individual NPDFS notify the DeparIment of their intent to be permit. in such cases, the discharger shall covered; and discharge pollutants to water of submit the following in accordance with the the United States .within Iowa, without an requirements of subrule (567)--643(4) in the NPDES permit, are in Violation of the Clean Iowa Administrative Code: Anter Act and the Code of Iowa. A. an individual application, using DNIR Form 1 and EPA Form 2F, and, B. all applicable fees identified in rule i567)--64.16 in the Iowa Administrative Code. 3. When an individual NPDES permit is issued to a discharger covered under this general permit, the applicability' of this general permit to the individual NPDES permittee is automatically terminated on the effective date of the individual NPDES permit. When an individual NPDES permit is denied to a discharger otherwise subject to this ponnit, the applicability of this permit to the individual NPDES permittee is automatically terminated on the date of such denial, unless othernvise specified by the Department. 1). AUT11ORIZA1ION A discharger must submit a Notice of Intent (NOI) in accordance with the requirements of Part lI of this permit in order for storm water discharge associated with industrial activity For construction activities pursuant to Part 13. of (his permit to be authorized to discharge under this general permit. C. COS LENTS OF THE NOTICE OF INENT A complete Notice of Intent shall include the items described in Parts I1,C.1., F.C2, and ILC.3, of this permit. A completed Notice of Intent (NOI) forn>_ DNR Form 542-1415, signed in accordance with Part VI.G. of this permit. The information on the form shall include the following: A. Name. address, and location of the construction site for which this notification is submitted. The location should be provided as the 174 section. township, range, and the county in which the stolen water discharge is located. B. The owner's name, address, telephone number, and status {federal, state, private, public or other entity). c. The name, address and telephone number of am operator (contractor) that has been identified as having a role in the storm water pollution prevention plan for the site required under Part IN'.D,7. of this permit. Contractors (operators) identified after the submittal of the completed Notice of intent shall be identified in the pollution prevention plan. IOWA DEPARTMENT OF NATB RAI, RESOURCES NPDES GENERAL PERMET No. 2 STORM WATER DISCHARGH ASSOCIA'TEB WITH INDUSTRIALACTIV ITV FOIt CONS'IRUC71ON ACTIVITIES EFFECTIVE DATE- OCTOBER 1, 2012 TO OC'T'OBER 1, 2017 c.(1). the pollution prevention plan has 2. APPLICABLE FEES The applicable fees D. The type of discharge (new or existing specified in Iowa Administrative Code 567 -- as related to October 1, 1992); whether or not 64.16(455B). the discharge is to a municipal separate storm Notice of Intent (no additional public notices sewer system; the date the discharge is to 3. PUBLIC Nor iFICxr[ON A demonstration that commence; the permit status of the discharge; the public notice specified in Iowa and, the name of the receiving waters. Administrative Code 567--64.6(1)" c"(2) was industrial activity for construction activities. published at least one day, in at least two L. An indication if any existing quantitative newspapers with the largest circulation in the data is available describing the concentration area in which the facility is located or the of pollutants in storm water discharges and a activity will occur_ srmnmary of available existing data. (Existing data should not be included as part of the D. WHERE TO SUBMIT Facilities which NOI, it should retained as part of the Pollution discharge storm water associated with Prevention Plan). industrial activity for construction activities G.(3). this Notice of Intent will be must submit items described in Parts II.C.1., F. A brief description of the project; an 2, and 3. of this permit to the Department at estimated timetable for major activities; and, the following address: an estimate of the number of acres of the site owner(s) and the new owner(s) are on which soil will be disturbed. Storm Water Coordinator G.(4). the stone water pollution Iowa Department of Natural Resources G. A certification that compliance with 502 E. 9th St. G.(1). through G.(4). are met: Des Moines, IA 50319-0034 c.(1). the pollution prevention plan has E. RENOTIFICA'1'ION Prior to the expiration of been developed before this Notice of Intent is an authorization issued under this general submitted to the Department; permit, the permittee is requited to resubmit a Notice of Intent (no additional public notices G.(2). the pollution prevention plan will are required) with the Department for be implemented on October 1, 1992 for any coverage under the new general permit. if a existing storm water discharge associated with new general permit has not been reissued industrial activity for construction activities. prim to the expiration Of the current permit, For a storm water discharge associated with the provisions and coverage of the current industrial activity for construction activities permit are extended until replaced by the that commence after October 1, 1992, the adoption of a new general permit. pollution prevention plan shall be implemented with the start of Construction F. TRAN.srrR OF COVERAGE UNDER THIN activities; PERNIII For storm water discharge associated with industrial activity for construction G.(3). this Notice of Intent will be activities where the Ownership changes, the included and incorporated into the pollution Department must be notified of the title prevention plan and will be updated as transfer within 30 days. Both the previous required; and, owner(s) and the new owner(s) are responsible for notifying the Department of G.(4). the stone water pollution the transfer and the new owner's ganmc and prevention plan provides compliance with contact information. This requiret shall section 467A.64 of the Code of Iowa and be satisfied upon the DeparMent's rLeipt of;—, local sediment and erosion plans and are the notification of this infujuon by either consistent with the requirements of Part IV of the previous owner(s) or tha' e,.yC.owria(s). I this general permit. a storm water dischar2e:s9ciatC6 witli industrial activity for constru€Con Be ' 'ties il"1 1 covered by this general pegit, the new, G. 2". IOPVA DEPARrmENT or NVITRAL RL so ERCCS NPDES GENERAL PERMIT NO. 2 -1=—" STORM WATER DISCHARGE Assocl\TED WITHIsm SI RIAL ACTIVITN' rORCONSTRUCTIoN Aci IN I T ITS ower( shall be subject to all terms and �artc3ttlons61'this general permit. A copy of the notce(�f transfer that was sent to the J: e6j artment shall be included in the pollution prevention plan. For construction activity which is part of a larger common plats of development such as a housing or commercial development project, if a permittee transfers ownership of all or any part of property subject to this permit both the permittee and transferee shall be responsible for compliance with the provisions of this permit for that portion of the project which has been transferred including when the transferred property is less than one acre in area. If the neinowner(s) agree in writing to be soleiN responsible for compliance with the provisions of this permit for the property which has been transferred, then the existing permittee(s) shall be relieved of responsibility for compliance with this permit for the transferred property, from and after the date the Department receives written notice of transfer of responsibilih. A copy of the notice of transfer of responsibility shall be included in the pollution prevention plait. NOTICE OF DISCONTINUATION 1. Within 30 days after final stabilization at a construction site las defined in Part VIII of this permit), the operator or owner of the facility shall submit a Notice of Discontinuation to the Department. 2. the Notice of Discontinuation shall include the following information: A. the name of the owner/operator to which the pertnitwas issued; B. the general permit number and permit authorization number; c. the date the construction site reached final stabilization; and. D. the following certification signed in accordance with Part VI.G. of this permit: "I certify under penalty of law that disturbed soils at the identified facility have been finally stabilized and temporary erosion and sediment RJULCTIN'E DATE- OCTOBER 1, 2012 l O DCTORER 1.2017 control measures have been removed or will be removed at an appropriate time. I understand that by submitting this Notice of Discontinuation. that I am no longer authorized to discharge storm water associated whit industrial activity for construction activities by lova Department of Natural Resources General NPDES Permit No. 2. and that discharging pollutants from storm water associated with induShial activity to waters of the United States is unlawful under the Clean NNater Act where the discharge is not authorized by a NPDES permit." PART 111. SPECIAL CONDITIONS, MANAGEMENT PRACTICES, AND OTHER NON -NUMERIC LIMITATIONS A. PROHIBITION oN NON-S'lottm NN'ATER DISCHARGES 1. All discharges authorized by this permit shall be composed entirely of storm water except for non -storm discharges listed in Part IILA.2. 2. Discharges from fire fighting activiries'_ fire hydrant flushings: waters used to wash vehicles in accordance with Part lV.D2.c.12E: potable water sources including waterline flushings; irrigation drainage, routine external building washdow'n which does not use detergents; pavement rvashwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used; air conditioning condensate; springs; uncontaminated groundwater; and foundation or footing drains where flows are not contaminated with process materials such as sohents; may be authorized by this permit provided the non - storm water component of the discharge is in compliance with Part IN'.DS. of this permit. B. RELEASES IN Exciss OF REPORTABLIt OUANI LHE Any owner or operator identified in the pollution prevention plan is subject to the spill notification requirements as specified in 455B.386 of the Iowa Code. bowa law requires that as soon as possible but not more than six hours after the onset of IOevA DEPARTMENT OFNATURAr RESOURCES NTDES GENERAL PERMIT No.2 $"I'(lltMwATER DISCHAR(T ASSO(f]A'IED 4VIT11 INDUSTRIAL. AC'rIV1'IYFOR CONS I RUCTION ACTTVE IES a "hazardous condition" the Department and local sheriffs office or the office of the sheriff of the affected county be notified. The storm water pollution prevention plan described in Part IV of this permit must be modified within 5 calendar days of knowledge of the release to provide a description of the release and the circumstances leading to the release and to identify and provide for the implementation of steps to prevent the reoccurrence of such releases and to respond to such releases. PART IV. STORM NATER POLLUTION PREVENTION PLANS A storm water pollution prevention plan shall be developed for each construction site covered by this permit. Storm water pollation prevention plans shall be prepared in accordance with good engineering practices. The plan shall identify potential sources of pollution which may reasonably be expected to affect the quality of the storm water discharge fiom the construction activities. In addition, the plan shall describe and ensure the implementation of practices which will be used to reduce the pollutants in storm water discharge associated with industrial activity for construction activities at the construction site and to assure compliance with the terms and conditions of this permit. Facilities must implement the provisions of the storm water pollution prevention plan required under this part as a condition of this permit. A. DEADLINES FOR POLLUTION PREVENTION PEAS PREPARATION AND COMPLIANCE Et FEC DATE -OCTOBER 1.2012'10 OCTOBER 1, 2017 B. SIGNATURE AND PLAN REVIEW The plan shall be signed in accordance with Part VI.G., and be retained at the construction site from the date construction activities begin to the date of final stabilization. 2. The permittee shall malt plans available to the Department upon request, or in the case of a storm water discharge associated with industrial activity for construction activities which discharge through a municipal separate storm sewer system with an NPDES permit, to the municipal operator of the system. 3. The Department may notify the permittee at any time that the plan does not meet one or more of the minimum requirements of this Part. After such notification from the Department, the permittee shall make changes to the plan and shall submit to the Department a written certification that the requested changes have been made. Unless otherwise provided by the Department, the permittee shall have 3 business days after such notification to make the necessary changes. 4. POLLUTION PREVENTION PLAN PREPARATION DEADLINE The pollution prevention plan shall be completed prior to C. the submittal of an NOI to lire Department to be covered under this permit and shall be updated as appropriate. 2. POLLUTION PREVENTION PLAN COMPLIANCE DEADLINE The pollution prevention plan shall provide for compliance with the terms and schedule of the plan prior to the initiation of construction activities. All storm water pollution prevention plans received by the Department from the permittee are considered reports that shall be available to the public under Section 308( 6) of the CW'A and Chapter 22 of the Code of Iowa. However, the permittee may claim any portion of a storm water pollution plan as confidential in accordance with Chapter 22 of the Code of Iowa and Iowa Administrative Code (561)--2.5. KEEPING PLANS CURRENT The permittee shall amend the plan whenever there is a change in design, construction, operation, or maintenance, which has a significant effect on the potential for the discharge of pollutants to the waters of the United States an�✓hich has not been addressed in the -plan or inhe stone water pollution preventidn allay proves to'fij-y ineffective in elinunatill :—� srggificalttly„„ minimizing pollutants frog sj Qrces4dentif in Part IV.D.2. of this pet %k -or itf Rtherw achieving the general objeet4, of egpltro 1,2 11 pollutants in storm water diac tprge associalddl' c'� F�! t-: 10WADFVJH'I'MENT OF NATUILM_RvsOu RCE6. NPDESCENERILPERSI Ir No.2 STORM NN:IER DlIr H ARC S ASSOCTATEO WITH INRI$IRIAI.ACTTPIT\' FOR Cass EIt6C r Rim ACFIITn3S _.r Eirm rIPn DATE-OCIOHEIt L.20t2'IOOCTonERE2017 ( Y. "Oh JtTdt,4rial activity' for construction :UcTivit*Fg.` In addition, the pollution _picveniie)11r plan shall be updated to: ,:�peditidii'sly change the site map to include cangel, at the site. include contractors identified after the submittal of the Notice of Intent as Co-penminccs_ described in Part 1\ .D.7, of this permit; identifi any change in ownership or transference of the permit and permit responsibilities; or, if required, by the occurrence of a hazardous condition (as deftned in Part VIII of this permit). Amendments to the plan may be reviewed by the Department of Natural Resources in the same manner as Part W.B.2. ll. COS I ENTS Of TIIL POLLUTION PREVENTION PLAN. The storm water pollution prevention plan shall include the fallowing items: STI E DESCRIPTION Each plan shall provide a description of the follorwing: n. a description of the nature of the consh'uctlon acticih': H. estimates of the total area of the site and the area of the site that is expected to be disturbed by excavation, gradinc, or other activities: C. an estimate of the runoff coefficient of the site after construction activities are completed and existing data describing the SA or the quality of am' discharge front the site: D. a site map indicating drainage patterns and approximate slopes anticipated after major grading activities. areas of soil disturbance. the location of structural and nonstruehn'al controls identified in the plan, the location of areas whcre stabilization practices are expected to occur, surface waters (including wetlands), and locations, whcre storm water is discharged to a surface water; and L. the name of the receiving water(s) and die ultimate receivin_ vvater(s}. 6 2. CONTROLS Each plan shall include a description of controls that will be implemented at the construction site. The plan will clearty describe the intended sequence of major activities and for each activity, the appropriate control measures and the timing during the construction process that the mcasures wilt be implemented. (For example. perimeter controls for one portion of the site will be installed after the clearing and stubbing necessary for installation of the measure. but before the clearing and grubbing for the remaining portions of the site. Perimeter controls will be actively maintained until final stabilization of those portions of the site upward of the perimeter control. Temporary perimeter controls will be removed after final stabilization). The description of controls shall address the following minimum components: A. EROSION' AND SEDINIENT CONTROLS A.(1). STARIIIZA'IION PRACTICES A description of temporal}° and permanent stabilization practices. including site-specific scheduling of the implementation of the practices. Site plans should ensure that existing vegetation is preserved where attainable and that disturbed areas at stabilized. Stabilization practices ntay include: temporary seeding, permanent seeding, mulching, Veotextites. sod stabilization, vegetative buffer strips, protection of trees, preservation of mature vegetation- and other appropriate measures. Except as precluded by snow cover, stabilization measures shall be initiated on all disturbed areas as soon as practical but in no case where construction activih wilt not occur for a period of 11 or more calendar days later than the 14th day after no construction activity has occurred on such area. R'here the initiation of stabilization measures by the 14th day after no construction activity occurs is Precluded by snow cover, then stabilization measures shall be initiated as soon as practicable thereafter. A.(2). SLRUCILFRAL PRACTICES A description of structural practices to the degree attainable, to divert flows from IOWA DErARTNTENIOF INA'1 II RAL RESOURCES N PDRS GENER.IL PERMIT No. 2 S I MUNI \NATER InSC11 ARC k !%SSOOL%TED w'ITTI INDr C'rR1AF Ac i1% T1' FOR CONS I'RUC 'I RFN eAC I IN ITIES exposed soils, stoic flows or otherwise limit runoff from exposed areas of the site. Such practices may include silt fences, earth dikes, brush barriers, drainage swales, sediment traps, cheek dams, subsurface drains, pipe slope drains, level spreaders, stoml drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, and temporary or permanent sediment basins. Structural practices should be placed on upland soils to the degree attainable. The installation of these devices may be subject to Section 404 of the CWA. A.(2).(a). For common drainage locations that serve an area with more than 10 disturbed acres at one time, a temporary or permanent sediment basin providing 3,600 cubic feet of storage per acre drained shall be provided where attainable until final stabilization of the site has been achieved. The 3,600 cubic feet of storage area per acre drained does not apply to flows Gom offsite areas and flows from onsite areas that are either undisturbed or have undergone final stabilization where such flows are diverted around the sediment basin. For drainage locations which serve more than 10 disturbed acres at one time and where a temporary sediment basin providing 3,600 cubic feet of storage per acre drained is not attainable, sediment traps, silt fences, or equivalent sediment controls are required for all sideslope and downslope boundaries of the construction area. A.(2).(b). For drainage locations serving 10 or fewer acres, sediment traps, silt fences or equivalent sediment controls are required for all sideslope and downslope boundaries of the construction area or a sediment basin providing for 3,600 cubic feet of storage per acre drained. A.(2).(c). Unless infeasible, the followim, measures shall be implemented at all sites: utilize outlet structures that withdraw' water from the surface when discharging from basins, provide and maintain natural buffers around surface waters, direct storm water to vegetated areas to increase sediment removal and maximize storm water infiltration and minimize soil compaction. Topsoil shall be nnrECTR E DATE - OCTUrfa 1, 2012 To OCTOBER 1, 2017 preserved at all construction sites unless land use precludes the practice. The requirement to preserve topsoil shall be met only when the depth of topsoil after soil disturbing activities have been completed and final stabilization achieved for the pemlitted activity is equal to, or greater than, 4.0 inches, including soil contained in sod, on all areas of the site where the surface of the ground disturbed for the permitted construction activities is exposed and not covered by concrete, asphalt, gravel or other such material and where 4.0 inches or more of topsoil existed prior to the commencement of soil disturbing activities that are permitted under the current permit authorization for the site. On areas where less than 4.0 inches of topsoil existed prior to the commencement of soil disturbing activities that are permitted under the current permit authorization for the site, the minimum depth of topsoil after soil disturbing activities have been completed and final stabilization achieved for the permitted activity shall be equal to, or greater than, the depth of topsoil that existed prior to the commencement of soil disturbing activities that are permitted under the current permit authorization for the site. The final topsoil depth is to be measured after the soil has been compacted in a fashion generally considered adequate for an established lawn and so that the expected settling that will occur after measurement will be minimal and shall include the soil contained in any sod that has been placed on the site. The type of topsoil at the site after soil disturbing activities have been completed and final stabilization achieved for the permitted activity shall be similar to that which exists or existed in the general area of the site. For construction activity which is part of a larger common plan of development, such as a housing or commercial development"r(ject, in which a new owner agrees in writs g to be solely responsible for com}�3.' ace e3ith the '�j provisions of this permit i' ie �'*Pcrty—, which has been transferred o,Fit which the ;1�• new owner has obtainedaufYao- tiohQnder q this permit for a lot or lots ecif�d in t subrule 567-64.6(6) of,t —33wa Administrative Code), the topsbi �i rscttion y ~� 1�§ L ' IOWA DE R PARTeIENT OF NATURAL RESORCES NPDES GENERA L PER1HT No. 2 STORM 'S'ATERDISCH9RO£ASSOCIATEDWITHINDUSTRIAL ACTIVITY FOR CONS rRuCTION ACTWITIES EFFECTIVE DATE - OCTORFR 1, 2012 TO OCTOBER I, 2017 rieq lireiij litq described above most be met no la'gr than'a't the time the lot or lots have c ruched final stabilization as described in this Permit. For sites where less than 4.0 inches of topsail is to he in place after soil disturbing activities have been completed and final stabilization achieved for the permitted activity, a soil survey conducted by properly qualified personnel who regularly conduct soil surveys as part of their normal job dirties must be conducted prior to commencement of soil disturbing activities that are permitted under the current permit authorization for the site. The results of the soil survey shall become part of the Pollution Prevention Plan and shall indicate the depth of topsoil at a suitable number of points on the site commensurate with standard engineering practices established for the size of the site. The topsoil preservation requirement described above shall be implemented for projects that have not reccivcd an authorization under this permit prior to October 1. 2012. The topsoil preservation requirements are not required to be implemented fo projects that have been authorized prior to October 1, 2012. In residential and commercial developments, a plat is considered a project. For other large areas that have been authorized for multiple construction sites, including those to be started at a future (late, such as those located at industrial facilities, militan installations and universities, a new construction project not yet surveyed and platted out is considered I project This stipulation is intended to be interpreted as requiring the topsoil preservation requirements on development plats and construction activities on other extended areas that may haat several construction projects permitted under the same authorization to be implemented on those projects not Net surveyed and platted out prior to October 1, 2012 even if other plats and construction activities in the same development or other extended area were authorized prior to October 1, 2012. B. STORM 187ATkR MANAGENIE,NT A description of measures that will be installed during construction to control pollutants in 9 storm water discharges that will occur after construction operations have been completed. The installation of these devices may be subject to Section 404 of the CIA. This permit only addresses the installation of storm water management measures, and not the ultimate operation and maintenance of such structures after the construction activities have been completed and the site has undergone final stabilization. Permittees are only responsible for the installation and maintenance of storm water management measures prior to final stabilization of the site, and are not responsible for maintenance after storm water discharges associated with industrial activity have been eliminated from the site. B.(1). Such practices may include: storm water detention structures lincluding wet ponds); storm water retention structure; flow' attenuation by use of open vegetated swales and natural depressions; and infiltration of runoff onsite: and sequential systems (which combine several practices). A goal of 80 percent removal of total suspended solids from those flows which exceed predevelopment levels should be used in designing and installing storm water management controls (where practicable). Where this goal is not met, the permittee shall provide justification for rejecting each practice based on site conditions. B.(2). Velocity dissipation devices shall be placed at discharge locations and along the length of any outfah channel as necessan to provide a non-erosive velocity flowfrom the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected (e.g. maintenance of hcdrologic conditions present prior to the initiation of construction activities). C. OTHER CONTROLS C.(1). WASTE DISPOSAL All wastes composed of building materials must be removed from the site for disposal in permitted disposal facilities. \o building material wastes or unused building materials IOWA DEPAR'rnrnN'I Or NA r CR.1E RESOIBCRS NPDES GENnRAI. PLICART NO.2 STORM WAIF, it DISCIIARGn ASSOCIATEn44'ITn IN BIIB I RIASACTIVITIPoll( OBSTRUCTfON A, IIN ITTES shall be buried, dumped, or discharged at the site. c(2). OB site vehicle tracking of sediments shall be minimized. C.(3). The plan shall ensure and demonstrate compliance with applicable State or local waste disposal, sanitary sewer or septic system regulations. D. APPROVED STATE OR LOCAL PLANS Facilities which discharge storm water associated with industrial activity for construction activities must include in their storm water pollution prevention plan procedures and requirements specified in applicable sediment and erosion site plans or storm water management plans approved by State or local officials. Applicable requirements specified in sediment and erosion plans, site permits or storm water management plans approved by State or local officials that are applicable to protecting surface water resources are, upon submittal of an NOI to be authorized to discharge under this permit, incorporated by reference and are enforceable under this permit even if they are not specifically included in a storm water pollution prevention plan required under this Permit. Operators of facilities seeking alternative permit requirements shall submit an individual permit application in accordance with Part I.C.2. of this permit along with a description of why requirements in approved State or local plans should not be applicable as a condition of an NPDES permit. 3. MAINTENANCE A description of procedures to maintain in good and effective operating conditions vegetation, erosion and sediment control measures and other protective measures identified in the site plan. 4. INSPECTIONS Qualified personnel (provided by the discharger) shall inspect disturbed areas of the construction site that have not been stabilized with a perennial, vegetative cover of sufficient density to preclude erosion at least once every seven calendar days. Unless erosion is evident or other conditions EErEC I'I VE DATE -OCTOBER 1, 2012 TO OCTOBER 1.201 7 warrant them, regular inspections are not required on areas that have been stabilized with a perennial, vegetative cover of sufficient density, to preclude erosion. A. Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall. be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters. Locations where vehicles enter or exit the site shall be inspected for evidence of offsite sediment tracking. B. Based on the results of the inspection, the description of potential pollutant sources identified in the plan in accordance with paragraph IV.D.1. of this permit and pollution prevention measures identified in the plan in accordance with paragraph 1V.D.2. of this permit shall be revised as appropriate as soon as practicable after such inspection. Such modifications shall provide for implementation of any changes to the plan within 7 calendar days following the inspection. (7. A report summarizing the scope of the inspection, name(s) and qualifications of personnel making the inspection, the date(s) of the inspection, major observations relating to the implementation of the storm water pollution prevention plan, and actions taken in accordance with paragraph 1V.D.4.a. of the permit shall be made and retained as part of the storm water pollution prevention plan for at least three years after final stabilization has been achieved and a Notice of Discontinuation has been submitted to the Department. The report shall be signed in accordance with Part VI.G�--. ofthisTgruit. 5. NoN-STORM W47'ER DIS }IARGES• ExCdjt*y for flows from fire fightilijair, ivit�5, sour&Q„ of non -storm water liste¢-itfi<Part—I31..4.2.= this permit that are cointffad tWt h st I - o AA IOWA DE PARI NuNT OF NATURAL RV.SOIRCLS NPDUS GV]FR4L PEILSIIT No.2 STORM WATER DISCHARGE ASSOCIATED NITH INDUST R14L ACTIVIT) FOR CONSTRUCTION ACT' I VITTES - — T6FFCTTvE DATE- OCT OBER 1,2012TO OR"OBER 1, 2017 ..tj watte�r disaaT�gcs associated with industrial aewjty iroailonstruction activities must be id�Tificd irz'Cbe plan. The plan shall identify albensure the implementation of appropriate pollution prevention measures for the non- stonn water component(s) of the discharge. 6. ADDITIONAL, REQUIREMENTS I'OR STORM WATER DISCHARGE FROM INDUSTRIAL ACTIVITIES OTHER THAN CONSTRUC'T'ION INCLUDING DEDICATED ASPHALT PLANTS AND DEDICATED CEMENT PLANTS This permit may ODIN authorize a stomp water discharge associated with industrial activity from a construction site that is mired with a storm water discharge from an industrial source other than construction, where: A. the industrial source otter than construction is located on the same site as the construction activin' B. storm water discharges associated with industrial activhv from the areas of the site where construction activities are occurring are in compliance with the terms of this permit: and, c. storm water discharges associated with industrial activity from the areas of the site where industrial activity other than construction are occurring ('including storm water discharges from dedicated asphalt plants and dedicated cement plants) arc in compliance with the terms and conditions, including applicable NOI or application requirements, of a different NPDES general permit or individual permit authorizing such discharacs. 7. CONTRACTORS A. The storm water pollution prevention plan must clearly identify for each measure in the plan, the contractors) and or subcontractor(s) that will implement the measure. All contractors and subcontractors identified in the plat must sign a cope of the certification statement in Part IP.D.7.B. of this permit in accordance with Part V1.6. of this permit. Upon signing the certification, the contractor or sub -contractor is a co -permittee with the 10 owner and other co-pennittee contractors. All certifications must be included in the storm water pollution prevention plan. R. CERTIFICATTON' STATEMENT All contractors and subcontractors identified in a storm water pollution prevention plan in accordance with Part INN'.D.Zn, of this permit shall sign a copy of the following certification statement before conducting any professional sen ice at the site identified in the storm water pollution prevention plan: "1 certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination Systcm (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site as part of this certification. Further, by my signature. I understand that i am becoming a co -permittee, along with the o44aer(s) and other contractors and subcontractors signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit V"o. 2 for "Storm Water Discharge Associated with industrial Activin, for Construetion Activities" at the identified site. As a co -permittee. I understand that I, and my company, are legalh' required under the Clean Water Act and Lite Code of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan developed under this NPDES permit and the terms of this NPDES permit." 'The certification must include the name and title of the person providing the sign cure; the name, address and telephone number of the contracting firm: the address for other identifying description) of the site; and the date Tine certification is made. PARI" V. RETENTION OF RECORDS A. The permittee shall retain copies of storm water pollution prevention plans and all reports ICgUired by this permit, and records of all data used to complete the Notice of Intent to be covered by this permit, for a period of at ION'!I, DEPARTAIM'N'I OF'xA'I'URL L RESOLRC ES N FIDES GENERAL PERMIT No.2 $'rORAI WATER DISC HARGF AS9OCIATFD WITH IN HEb'I InAL ACTwITI' POR ('ON'I RUCIJON ACTIN'ITnt, least three years from the date that the site is finally stabilized and a Notice of Discontinuation hes been submitted to the. Department. B. If there is a construction trailer, shed or other covered structure located on the property the permittee shall retain a copy of thc stone water pollution prevention plan required by this permit at the construction site from the date of project initiation to the date of fetal stabilization. If there is no construction trailer, shed or other covered structure located on the property, the permittee shall retain a copy of the plan at a readily available alternative site approved by the Department and provide it for inspection upon request, If the plan is maintained at an off-site location such as a corporate office, it shall be provided for inspection no later than three hours after being requested. C. ADDREssEs All NIritten correspondence to the Department should be sent to the following address: Storm Water Coordinator Iowa Department of Natural Resources 502 E. 9th St. Des Moines, IA 50319-0034 PART V1. STANDARD PERMIT CONDI'HONS A. DUTY TO COMPLY The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Code of Iowa and the Clean Water Act and is grounds for enforcement action: for termination of coverage under this general permit; or, for denial of a request for coverage under a reissued general permit. 2. Toxic POLLUTANTS The pernimee shall comply with effluent standards or prohibitions established under section 307(a) of the Clean Water Act (CWA) for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even II ErFEC j NE DATE -OCTOBER 1, 2012 To OCTOBn i 1.2017 if this permit has not yet been modified to incorporate the requirement. B. CONwUAFION OF THE E%PIRLD GENERAL PERn'HT This permit expires on October I, 2017. An expired general permit continues in force until replaced by adoption of a new general permit. C. NEED'ro HALT OR REDtiCE A(rFIyrF%NOT A DEFENSE It shall not be a defense for a pertuttee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. D. DL'1'I" TO MITIGATE The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. E. DETY TO PROVIDE INFORMATION l he permittee shall furnish to the Department, within three hours, any information which the Department rimy request to determine compliance with this permit. The permittee shall also furnish to the Department upon request copies of records required to be kept by this permit. F. OTHER INFORALATION When the permittee becomes aware that he or she failed to submit any relevant facts or submitted incorrect information in the Notice of Intent or in any other report to the Department, he or she shall promptly submit such facts or information. G. SIGNATORY REOCIREMENTs All Notices of Intent, storm water pollution prevention plans, reports, certifications or information either submitted to the Department or the operator of a municipal separate storm sewer system, or that this permit requires be maintained by the permittee, shall be signed in accordance with Title 567--64.3(8) of the Iowa Administrative Code as follows: ru cy 64.3(8) Identity of signa permit applications. The .'t�e� freratinn.�. s��n cote sign�"'m n r ION1'A DLYAR'I VIENT OF NATURAL RFSOIRCES NNPDES GENERAL PERMIT No. 2 STORM N17ATER DISCHARGE Assoc I A I ED WITH INDUSTRIAL ACTJV ITY FOR CONSTRUCTION AC'rMT1ES EFFECTIVE DATE - OCTOBER 1, 2012 TO OCIORER 1.2017 R e the tppfieat orn for in operation permit shall be-„,,tF,... ^� a.z@urp°vrrtutorrs. In the case of corporations, a flegncip9ak:esecutive officer of at least the levtTcfvice+resident. b. Partnerships. blithe case off a partnership, a general parhrer. C. Sole proprietorships. In the case of a sole proprietorship. the proprietor. It. Public facilities. In the ease of a municipal, state. or other public facility, by either the principal executive officer, or the ranking elected official. e. Stena nater discharge associated Irith lit[ uswiai actn'i1 L' fi'OYR CORStT'd¢'dlall aCtl }; iry. III the case of a storm water discharge associated Nvith industrial activity front construction as identified in 40 CFR 122.26(6)(14) x), either the oNNrun of the site or the general contractor. The person who signs NPDES reports shall be the same. except that in the case of a corporation or a public body, monitoring reports required under the terms of the permit may be subNnitted by the person Isho is responsible for the overall operation of the faci lit = from which the discharge originated. H. CERTIRICATtON An}- person signing document, trader paragraph V I.G. shall make the follosN m2 certification: "I certifp under penaltp of law that this document and all attachments were prepared under my direction or supervision in accordance with a s -stem designed to assure that qualified personnel properly gathered and eN°aluated the information submitted. Based on ITS inquiry of the person or persons who manage the system. or those persons directly responsible for gathering the information, the information submitted is, to the best of my knoA%icdgc and belief, titre, accurate; and complete. I am aware that there are 12 significant penalties for submitting false information. including the possibility of fine and imprisonment for knowing violations.” 1. OIL AND HAZARDOUS SI.RSEA-NCE LIABILITY Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities; liabilities, or penalties to which the permittee is or may be subject under section 311 of the Clean Water Act. J. PROPLRIY RIGHTS The issuance of this permit does not convey airy property rights of any sort, nor any exclusive privileges, nor does it authorize anv injury to private property nor any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations - K. SEVER4BILITY The provisimts of this peunit are severable, and if any provision of this permit. or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby_ E TRANSFLRs This permit is not transferable to any person except after notice to the Department. The Department may require the discharger to apply for and obtain an individual tipDES permit as stated in Part I.C. M. PROPLR OPERATION AND MAINTENANCE The pernninee shall at all fines properly operate and maintain all facilifics and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit and Neth the requirements of storm water pollution prevention plans. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. Proper operation and maintenance rcquires the operation of backup or auxiliary facilities or similar systems, installed by a permittee only when necessary to achieve compliance with the conditions or this permit. IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED W'1TH INDUSTIHAEACEiVITY FOR CONSTRUCTION ACTIVITIES N. INSPECTION AND ENTRY The permittee shall allow the Department or an authorized representative of EPA, the State, or, in the case of a facility which discharges through a municipal separate storm sewer, an authorized representative of the municipal operator or the separate storm sewer receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: I. Enter upon the permittee's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit; 2. Have access to and copy at reasonable times, any records that must be kept under the conditions of this permit; and, 3. Inspect at reasonable times any facilities or equipment (including monitoring and control equipment). O. PERMrr ACTIONS Coverage under this permit may be terminated for cause. The filing of a request by the permittee for a permit discontinuance, or a notification of planned changes or anticipated noncompliance does not stay any permit condition. P. ENVIRONMENI:AL LAWS No corndilion Ofthis permit shall release the permittee from any responsibility or requirements under other environmental statutes or regulations. PARTVIL REOPENERCLAIISE If there is evidence indicating potential or realized impacts or water quality clue to any storm water discharge associated with industrial activity for construction activities covered by this permit, the owner or operator of such discharge may be required to obtain individual permit in accordance with Part i.0 of this permit_ PAR7'Vlll. DEFINITIONS "Best Management Practices" ("BMPs") means schedules of activities, prohibitions of 13 EFFECTIVE DATE - OCTOBER 1, 2012 TO OCTOBER 1, 2017 practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the United States. BMPs also include treatment requirements, operating procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. "Construction site" means a site or common plan of development osale on which construction activity, including clearing, grading and excavating, results in soil disturbance. A construction site is considered one site if all areas of the site are contiguous with one another and one entity owns all areas of the site. "(WA" or "Clean Water Act" means the Federal Water Pollution Control Act. "Dedicated portable asphalt plant" means a portable asphalt plant that is located on or contiguous to a construction site and that provides asphalt only to the construction site that the plant is located on or adjacent to. "Dedicated portable Concrete plant" means a portable concrete plant that is located on or contiguous to a construction site and that provides concrete only to the construction site that the plant is located on or adjacent to. "Dedicated sand or gravel operation" means an operation that produces sand and/or gravel for a single Construction project. "Department" means the Iowa Department of Natural Resources. "Final Stabilization" means that all soil disturbing activities at the site have been completed, and that a uniform perennial vegetative cover with a density of 70% for the area has been established or equivalent stabilization measures have been employed or which has been returned to ,pmricultural production. G' " lla ardous condition" jiieaQl all5,-5Auati oon involving the actual, imminent, olfpro abCpillager leakage, or release of a hazardous`sdb.<-anc&0n to the land, into a water of the state, or inti {dre at%spher', which creates an immediate or pofi tr l lanM to thr�, IOICA DEPAR MIENT OF NATERAI. RESOURCES NTDFS OENEILIL PERSIIT NO. 2 r-1 SIORN WATER DISCnARGE ASSOCIATED WITH INRHSTRIAi ACTINI'TV UORCONSI'RCC'I'Io,N ACTO [TIES ublic health�(safe or to the cmironment. �o-ap p , _.4t tY t455BMN1)1111 Code ofIowa -�Aa rrr¢loRs suhstartee" means any s substanc'e or mSture of substances that presents a dangertg the public health or safety and includes, but is not bli ited to. a substance that is toxic, corrosive. or flammable, or that is an irritant or that, in confinement, genorates pressure through decomposition, heat. or other means. The following are examples of substances which. in sufficient quantinr may be hazardous: acids; alkalis; explosives; fertilizers; heavy metals such as chromium, arsenic, mercmm, lead and cadmium; industrial chemicals; paint thumers_ paints; pesticides; petroleum products; poisons, radioactive materials; sludecs; and organic solvents. "Hazardous substances" may include any hazardous waste identified or listed by the administrator of the United State Enc ironmental Protection Agency under the Solid Waste Disposal Act as amended by the Resource Conservation and Recovery Act of 1976, or any toxic pollutant listed under section 307 of the federal Hater Pollution Control Act as amended to January 1. 1977, or any hazardous substance designated under section 311 of the federal Ahirer Pollution Control Act as amended to January 1. 1977. or any hazardous material designated by the secretary of transportation under the Hazardous Materials Transportation Act (49 CPR 172.101). 455B331t11 . 1991 Code oflova "Dlanieipalin'" means a cit. toFNn. borough. county, parish, district, association, or other public body created by or under Slate law. "NOP" means Notice of Intent to be covered by this permit (see Part 11 of this permit.) "outstanding lowa Waters" means those waters which constitute an outstanding state resource such as waters of exceptional recreational or ecological significance These Nvaters are identified in Appendix B of the Iowa Amideg'adation Implementation Procedure manual. "outstanding National Resource Waters" means those waters which constithe an outstanding national resource such as waters of national and state parks and wildlife refuges and also N+atcrs of exceptional recreational or ecological significance. These waters are identified in Appendix B of the 14 FFFECT11 E DATE - OCTOBER 1. 2012'1 O OCTOBER t, 2017 Iowa Antidcgradation Implementation Procedure manual. "Permittee" means the owner of the facility or site. "Qualified personnel" means those individuals capable Enough and knowledgeable enough to perform the required functions adequately well to ensure compliance with the relevant permit conditions and requirements of the lowa Administrative Code. "Runoff coefficient" means the fraction of total rainfall that will appear at the comcyance as runoff. "Storm Water" means storm water runoff, snow melt runl and surface runoff and drainage. "Storm water discharge associated with industrial activitr" means the discharge from any comevance which is used for collecting and conveying storm water and which is directly related to manufacturing, processing or raw materials storage areas at an industrial plant. The term does not include discharges from facilities or activities excluded from the NPDLS program under 40 CFR parr 122. For the categories of industries identified in paragraphs (i) through (x) of this definition, the term includes, but is not limited to, storm water discharges from industrial plant ,yards; immediate access roads and rail lines used or traveled by carriers of rax% materials, manufactured products; waste material; or by-products used or created by the facility; material handling sites; refuse sites, sites used for the application or disposal of process waste waters (as defined at 40 CFR part 401); sites used for the storage and maintenance of material handling equipment; sites used for residual treatment, storage, or disposal; shipping and receiving areas; manufacturing buildings: storage areas (including tank farms) for raw materials, and intermediate and finished products: and areas where industrial activity has taken place in the past and significant materials remain and are exposed to storm water. For the categories of industries identified in paragraph (xi) of this definition, the term includes only storm water discharges from all the areas (except access roads and rail lines) that are listed in the previous sentence where material handling IOWA DEPARTMENT OF NATERAL RESOURCES NPDES GENERAL PERMIT No. 2 STORM WATER DISCHARGE ASSOCIATED WTTII INDUSTRIAL. ACTIVITY NOR CONs'rRUC]FION :ACTIVITIES equipment or activities, raw materials, intennediate products, final products, waste materials, by- products, or industrial machinery are exposed to storm water. For the purposes of this paragraph, material handling activities include the storage, loading and unloading, transportation, or conveyance of any raw material, intermediate product, finished product, by-product, or waste product. The tern excludes areas located on plant lands separate from the plant's industrial activities, such as office buildin,s and accompanying parking lots as long as the drainage from the excluded areas is not mixed with storm water drained from the above described areas. Industrial facilities (including industrial facilities that are Federally, State, or municipally owned or operated that meet the description of the facilities listed in these paragraphs (i) -(xi) of the definition) include those facilities designated under 40 CFR 122.26(a)(1)(v). The following categories of facilities are considered to be engaging in "industrial activity" for purposes of this definition; (i) Facilities subject to storm water effluent limitations guidelines, new source performance standards, or toxic pollutant effluent standards under 40 CFR Subchapter N (except Facilities with toxic pollutant effluent standards which are exempted under category (xi) of this definition); (ii) Facilities classified as Standard Industrial Classifications 24 (except 2434), 26 (except 265 and 267), 28 (except 283 and 285), 29, 311, 32 (except 323), 33, 3441, 373; (iii). Facilities classified as Standard Industrial Classifications 10 through 14 (mineral industry) including active or inactive mitring operations (except for areas of coal mining Operations no longer meeting the definition of a reclamation area under 40 CFR 434.11(1) because the performance bond issued to the facility by the appropriate SMCRA authority has been released, or except for areas of non -coal mining operations which have been released from applicable State or Federal reclamation requirements after December 17, 1990) and oil and gas exploration, production, processing, or treatment operations, or hansmission facilities that discharge storm water contaminated by contact with or that has come into contact with, any overburden, raw material, intermediate products, finished products, byproducts or waste products located on the site of such operations; (inactive mining 15 EFFECTIVE DATE- OCTOBER 1, 2012 TO OCTOBER 1, 2017 operations are mining sites that are not being actively mined, but which have an identifiable owner/operator; inactive mining sites do not include sites where mining claims are being maintained prior to disturbances associated with the extraction, beneficiation, or processing of mined materials, nor sites where minimal activities are undertaken for the sole purpose of maintaining a mining claim); (iv) Hazardous waste treatment, storage, or disposal facilities, including those that are operating under interim status or a permit under Subtitle C of RCRA; (v) Landfills, land application sites, and open dumps that receive or have received any industrial wastes (waste that is received from any of the facilities described under this subsection) including those that are subject to regulation under Subtitle D of RCRA; (vi) facilities involved in the recycling of materials, including metal scrap yards, battery reclaimers, salvage yards, and automobile junkyards, including but limited to those classified as Standard Industrial Classification 5015 and 5093; (vii) Steam electric power generating facilities, including coal handling sites; (viii) 'Transportation facilities classified as Standard Industrial Classifications 40, 41, 42 (except 4221-4225), 43, 44, 45 and 5171 which have vehicle maintenance shops, equipment cleaning operations, or airport deicing operations. Only those portions of the facility that are either involved in vehicle maintenance (including vehicle rehabilitation, mechanical repairs, painting, fueling, and lubrication), equipment cleaning operations, airport deicing operations, or which are otherwise identified under paragraphs (i) -(vii) or (ix) -(xi) of this definition are associated with industrial activity; (ix) Treatment works treating domestic sewage or any other sewage shale or wastewater treatment device or system, used::An the storage= treatment, recycling, and reclamaticiA f -mum pal or .yam domestic sewage, including land ' dU�ated-,n them disposal of sewage sludge that are IM whAn the s confines of the facility, with a de94[�+1T"'flow-' 1.0 mgd or more, or required to have.G9 al-pfoved r-1 pretreatment program under 40 Ctpi:.' 03... -Not`` to IOWA DEP ARTMENT Or NATURAL RESOL RCVS SPDES GEFER,IL PER,InI' No. 2 STORM B AF VR DISCHARGE AsSOCLATEn W I I INM I I RIAT: ACTIVITY rOR CONSTRUCTION AC'I'I VITTF.S FFFECTIV E D:\TE - OCTOBER 1, 2012'10 OCTOBER 1, 2017 included are Farm lands, domestic gardens or lands used for sludge management where sludge is beneficially reused and which are not ph}-sicalh. located in the confines ofthe facility,. or atea_s that are in compliance with 40 CPR 503; (x) Construction activity including clearing, grading and excavation activities except: operations that result in the disturbance of less than one acre of total land area which are not part of a larger common plan of development or sale: IXi) Facilities under Standard Industrial Classifications 20, 21, 22, 23. 2-434, "'s. "265. 267, 27, 283, 285, 30. 31 (except 311). 323. 341 except 34411. 35. 36, 37 (except 373). 38. 39, 4271-4225, land which are not otherwise included Ivirhia categories (ii) -(s)); "Storni water discharge ¢tiociated with industrial activity for construction activities" Ineans activities that fall under subparagraph (x) in the definition of storm rvater discharge aswciatsd with industrial activity. "Topsoil" means the fertile, uppermost part of the soil containing significant organic matter laraeh devoid of debris and rocks and often disturbed in cultivation. "I ncontarninated groruldwater" means water that is potable for humans. meets The narrative water quatity standards in subrule 567-6,1312) of the iow'a Administrative Code, contains no more than half the listed concentration of any pollatants in sabrrde 567-61.3(3) of the IAC'., has a pH of 6.5-9.0 and is located in soil or rock strata. 16 ca+ 16 DOCUMENT' 01737-E STORMWATER POLLUTION PREVENTION PLAN OWNER CERTIFICATION NAME OF PROJECT: MOSS RIDGE ROAD PROJECT HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE Certification Statement I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is. to the best ofmy knowledge and belief, true, accurate, and complete. I am aware that there arc significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. ADDRESSIDESCRIPTION OF THE SITE NAME COMPANY NAME COMPANY ADDRESS SIGNATURE TITLE TELEPHONE NO. 112327-1 01737-E-1 DATE j -i � c3 e a SECTION 02050 DEMOLITIONS, REMOVALS AND ABANDONMENTS PART1-GENERAL 1.01 SUMMARY.• A. Furnish labor, materials, tools and equipment to remove existing paved surfaces as indicated and specified. B. Furnish labor, materials, tools and equipment to remove existing storm sewer pipes, sanitary sewer pipes, intakes, and drainage structures as indicated and specified. 1.02 REFERENCES: A. MOT Standard Specifications. 1.03 QUALITYASSURANCE: A. Disposal sites shall comply with all applicable Iowa Department of Natural Resources and United Slates Environmental Protection Agency regulations. B. Comply with all state and local ordinances pertaining to hauling and disposal of rubbish, broken concrete, asphalt, stone, bricks, castings, and other waste or debris resulting from work on the project. PART2-PRODUCTS 2.01 ALATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. B. Explosives shall not be used for demolition. ea ra PART 3 - EXECUTION. 3.01 TECHNIQUES: :cam a A. Except as amended in this document, the work in this section will co n XV�40 the'I -11 following divisions and sections of the ]DOT Standard Specifications: j �a Division 24. Structures. p Section 2401. Removal of Existing Strucktres. c� Division 25. Miscellaneous Construction. Section 2510. Removal of Pavement. Section 2511. Removal and Construction of Sidewalks and Recreation Trails. 3.02 INSPECTION: 112327-1 02050-1 A. Limits of demolition shall he per 3.04 of this section, The Engineer reserves the right to revise demolition limits if required by the nature of construction. 3.03 PROCEDURES: A. Utilities 1. Notify all corporations. companies. individuals and state or local authorities owning pipelines. water lines, gas mains, buried and overhead electric facilities, telephone, cable television, fiber optic, and other public or private utilities shown on the drawings or otherwise known or discovered to be in the project area. 2. When active utilities are encountered, promptly take necessary measures to support ,r and protect said utilities and maintain them in service. : if active utilities are damaged or interrupted as a result of work on the project- take Wu: appropriate measures to restore service immediateh. Restoration of utilityservices i under these circumstances shall be at the Contractor's expense. Active utilities shot`°n on the drawings to be relocated, or which require relocation due to unforeseen circumstances or conditions, shall be relocated in accordance with instructions from the Engineer. Generally, the respective utility owners shall. be responsible to perform relocation work for their facilities. The Contractor shall cooperate with these efforts in ever% reasonable way and shall not be entitled to additional compensation for delays resulting From such relocations. B. Site Protection Measures Refer to Traffic Control Sheets for details. 2. Barricade and fence open excavations or depressions resulting from work during non -working hours and when not working in immediate area. Provide suitable warning devices adjacent to excavations and work areas. .3. Warning devices shall be kept operational during all non -working and non-active periods C. Disposals No material or debris shall be buried w ithin the project work area. No material or debris shall be burned within the project work area. All unsuitable material resulting from demolitions and removals shall be hauled to and disposed of at a Contractor -furnished site approved by life Engineer or to the landfill. Tile Contractor shall pay the current tipping fee at the landfill. 3.04 DEMOLITIONANDREMOVALS: A. Pavement and Sidewalk Removals Removal shall be to the limits noted on the plans or as directed by the Engineer. 2. Pavement removal shall include brick, P.C. Concrete, and A.C. Concrete pavements, driveways, alleys, parkine tor, and sidewalks. Removal of chip seal or aggregate surfaces is not considered pavement removal. 111234-0 02050-2 3. Sawcuts shall be approved by the Engineer. 4. Removal operations shall conform to construction phasing noted on the plans or as directed by the Engineer. B. Sewer Abandonment and Removal 1. Removal shall be at the locations and to the limits noted on the plans or as directed by the Engineer. 2. Backfill under and within 5 feet of paved surfaces shall be Class A crushed stone compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. Other excavations shall be backfilled with suitable excavated material, compacted to 90% Standard Proctor Density. 3. Sewers to be abandoned, but not removed, shall be filled with an approved non - shrink flowable mortar and bulkheaded at each end with concrete. 4. Select castings shall be delivered to the pollution control plant at 1000 S. Clinton Street or as directed by the Engineer. 11/00 shared',engl neecspecs-H\02050.dw 111234-0 02050-3 4� SID LD CD rT� SECTION 02370 EROSION AND SEDIMENTATION CONTROL PART1 GENERAL 1.1 DESCRIPTION A. Work Included: This section encompasses the work necessary to install temporary stormwater pollution control measures which shall be required of the Contractor. This work shall consist of furnishing, installing, maintaining, and removing temporary control measures as needed to prevent the discharge of silty or polluted stormwater from the construction site, or as ordered by the Owner's Representative. The control of stormwater pollution through the use of erosion/sedimentation control devices shall be in accordance with these specifications. 2. Seeding, Fertilizing, and Mulching. B. Stormwater Detention Basins I . Conflict with federal, state or local laws, rules or regulations. a. In the event of conflict between these requirements and pollution control laws, rules, or regulations orfederal, state or local agencies, the more restrictive laws, rules or regulations shall apply. Method of Measurement and Basis of Payment 1. Refer to Section 01025. 1.2 SUBMITTALS A. Submit manufacturer's catalog data and installation instructions for all applicable erosion/sedimentation control products. B. Certification and Sampling: The Owner's Representative reserves the right to � ja ttple and test any material offered for use. Acceptance will be based on the.certiticadon and the results of any tests the Owner's Representative may perform. CD C -- PART PART 2 PRODUCTS YZ-C 2.1 MATERIALS ' a A. Stabilization Controls 1. Shall be in accordance with Section 4169 of the loNNa DOT Standard Specifications and the Iowa Construction Site Erosion Control Manual. Disturbed areas of the construction site that will not be redisturbed for 21 days or more must initiate temporary and permanent stabilization measures by the 14t° day after the last disturbance, except as precluded by snow cover. In the event of snow cover, stabilization measures must be initiated as soon as practical thereafter. The following stabilization controls will be used on the site. a. Temporary Seeding. 1) Perennial ryegrass, 40 lbs per acre (1 lb per 1,000 sq ft). 2) Oats, 48 lbs per acre (1.2 lbs per 1,000 sq ft). Plant March 1 to May 20. 112327-1 02370-1 SECTION 02370 EROSION AND SEDIMENTATION CONTROL 3) Sudan grass. 35 lbs per acre (0.5 lbs per 1,000 sq fl). Plant Nlav 21 to August 14. 4) R'interr}e, 64 lbs per acre (1.6 lbs per 100 sq ft). Plant August 15 to September 30. C. Compost: Shall be in accordance with the Urban Standard Specifications for Public Improvements Manual (SODAS) — Division 9. Site Work and Landscaping Section 9040. 1) Minimum organic matter shall be 30°% (dry weight basis) as determined by loss of ignition. 2) Moisture content shall be less than 609 .1, and the product shall be loose and friable. not dusn. 3) ph: 6.0 to 8.0 4) Physical contaminants shall be less than 1% (dry weight basis). d. Permanent Seeding 1) The seed shall be purchased from an established seed dealer or certified seed grower, shall meet the requirements of the Iowa 112327-1 02370-2 b. Mulching 1) Shall be material free from noxious weeds consisting of hay, grain straw, wood chips or bark, wood cellulose fiber, wood excelsior.. and gravel or crushed rock. 2) Application rates: Shall be in accordance with Section 23 of the Iowa Construction Site Erosion Control Manual. a) Dry stra" : Apply 1-1 '2 to 2 tori, per acre; 70 pounds -- - per 1,000 sq ft. Stravamulching can be applied either b% machine or hand. The strait needs to be anchored _7i ,wF• _ to the soil. One method of anchorage is pressing the P ? n r straw into the soil with a mulching tiller. Mulching applied at the correct rate iN i I I allow appi oxi mately "-1 509.0 of the soil to be visible. :. a. b Ha Apply 2 tons per acre; 90 lbs per 1000 squat feet. The remainder of application is the same as ..._ straw. c) 'Wood chips or bark: Apply 10 to 12 tons per acre. Application b} machine or hand. d) A4 cod cellulose fiber: Must be applied with a hydroseeder. Requires 1,000 to 1,200 lbs per acre. Mulching must be applied after the seed and fertilizer hat °e been incorporated into the soil. e_) A\ end excelsior: Apply at a rate of 2 tons per acre. 'I his material lasts longer than straw and is free of weeds. It can be applied by machine or hand. Like straw it should be incorporated into the soil. C. Compost: Shall be in accordance with the Urban Standard Specifications for Public Improvements Manual (SODAS) — Division 9. Site Work and Landscaping Section 9040. 1) Minimum organic matter shall be 30°% (dry weight basis) as determined by loss of ignition. 2) Moisture content shall be less than 609 .1, and the product shall be loose and friable. not dusn. 3) ph: 6.0 to 8.0 4) Physical contaminants shall be less than 1% (dry weight basis). d. Permanent Seeding 1) The seed shall be purchased from an established seed dealer or certified seed grower, shall meet the requirements of the Iowa 112327-1 02370-2 SECTION 02370 EROSION AND SEDIMENTATION CONTROL Department of Agriculture regulations, and shall be labeled accordingly. 2) Seed Mixtures and Seeding Dates: a) Type 1 (Permanent Lawn Mixture): SeedinADates: March I—May 31,August 10—September 30 Common Name Application Rate Ib/acre Kentucky Bluegrass Cullivar 65 Kentucky Bluegrass Cultivar 65 Kentucky Bluegrass Cultivar 65 Creeping Red Fescue 25 Fine -Leafed Perennial R earass" 20 Fine -Leafed Perennial R e rass 20 Annual Rvegtass 40 IChoose three dillerent CldtiVarS ofKennicl y nil uegr:us, at 65 pounds/acre tach. 2 Choose tnvo diIferent cultivars ofFine-l.cafed Perennial Ryegrass, at N pounds acre each. b) Type 2 (Permanent Cool -Season Mixture for Slopes and Ditches): SeedingDates: March /—tilay31,Aa1 ust10—Se lember30 Common Name Application Rate lb/acre Fawn FCSCne 65 R e rass (perennial) 45 Birdsfoot Trefoil (Empire) 5 Annual R e rass 40 2. All temporary stabilization controls shall be removed and disposed of as needed to accommodate final site restoration. B. Structural Controls Practices used on the construction site to divert flows away from disturbed areas, to store flows, or to limit the discharge of pollutants from the site to the degree attainable. a. Compost Filter Tube: Shall be in accordance with the Urban Standard Specifications for Public Improvements Manual (SUDAS), Division 9 — Site Work and Landscaping, Section 9040 and meet all of the requirements of paragraph 2.IA1 c of this Section. I Flow rates: AASHTO M 288-96. 2) Strength: The strength of the material shall be sufficient to prevent tearing, ripping, or other significant damage throughout the intended period of use. 3) Biodegradability: The tube shall be made of natural nfgkrials that are biodegradable. Products shall begin 19 -break di;wn in „ approximately six months. b. Erosion Control Blanket (Turf Reinforcement Mat) -4 - = CD•.aj 112327-1 02370-3 SECTION 02370 EROSION AND SEDIMENTATION CONTROL 1) Erosion control blanket shall be North American Green Double Net, model SC150BNor approved equal. c. Stabilized Construction Entrance 1) Maintain existing pavement or provide 6" thick layer of 3" clean stone for a minimum of 50' inside entrance. 2) Geotextile filter fabric must be installed below stone. d. Ditch Checks 1) Silt fence ditch checks shall be constructed in accordancc with silt fence specifications. 2) Shall be Georidge by Nilex, or approved equal. cb e. Silt Fence 1) This specification provides criteria for self-supporting eeotextile silt fence. also referred to as fabric or en,,ineeting - fabric. 2) 1'he geotextile shall be free of any treatment or coating which might adversely alter its physical properties after installa on. p .G unless otherwise specified, geotextile shall be furnished in 36 -inch (900nnn) width rolls. Geotextile rolls shall be furnished with suitable wrapping for protection against moisture and extended ultrm iolet exposure prior to placement. Each roll shall be labeled or tagged to pro%°ide product identification sufficient for inventory and quality control purposes. 4) Posts: Steel posts must be used. Posts shall have a minimum length of 60 -inches (I s24mm) and be of sufficient strength to resist damage during installation and to support applied loads. 5) Prefabricated Fence: Prefabricated fence systems may be used pro%Mod they meet all of the above material requirements. 6) Geotextiles will have the follo%%ing physical properties: a_) All filter fabric shall compl}-cviththe Specifications set forth by the losva Department of I ransportation. T) Grab strength shall be 100 pounds (445 N) minimum in accordance %pith ASTM D4632. C) Grab elongation shall be 50 percent maximum for self supported fence in accordancc with AST'\1 D4632. d) Filter efficiency shall be 50 percent maximum in accordance with ASTM Dsl41. e) Ultraviolet degradation at 500 hours shall not be less than 70 percent strength retained in accordance with ASTM D435i. Intake Protection Ba.- 1) ag1) Shall be Dandy Bag by Dandy Product or approved equal. g. Curb Inlet Filter 1) Curti inlet filter shall be Silt -Saver. model C-300Hf or approved equal. 112327-1 02370-4 SECTION 02370 EROSION AND SEDIMENTATION CONTROL h. Filter Sack 1) Filter sack shall be Flexstorm Inlet Filter by Inlet and Pipe Protection, Inc. (IPP) with standard Nu oven bag. 2) All structural controls shall be removed by the Contractor once final stabilization is complete. All temporary structural controls shall be removed and disposed of as needed to accommodate final site restoration. PART EXECUTION 3.1 GENERAL EROSION AND SEDIMENTATION CONTROL REQUIRF:MENTS A. General 1. Qualified personnel (provided by the Contractor) shall inspect disturbed areas of the construction site that have not reached "final stabilization" at least once every seven calendar days. 2. Contractor shall limit the surface area of erodible earth. The Contractor shall provide immediate permanent or temporary pollution control measures to prevent contamination of adjacent streams of other watercourses, lakes, ponds; or other areas of water impoundment. 3. Contractor shall incorporate all permanent erosion and sedimentation control features into the project at the earliest practicable time. 4. Minimum erosion and sedimentation control devices are shown on the plans. It is the Contractor's responsibility to control erosion and sediment on the site. Additional controls shall be installed as required to satisfy this requirement. B. Limitation ofArea Disturbed 1. The surface area of erodible earth material exposed at one time by clearing and grubbing, by excavating, by fill, or by borrow shall be minimized at all times without written approval of the Owner's Representative. 2. The maximum quantity of exposed area may be increased or decreased based on weather conditions, construction procedures or site conditions by Owner's Representative. C. Rivers, Streams and Impoundments I . Construction operations in rivers, streams, and impoundments shall be restricted to those areas which must be entered for the construction of temporary or permanent structures. 2. Frequent fording of live streams with construction equipment shall be minimized. D. Borrow and Waste Areas "'e A 1. All on-site borrow and waste areas, shall meet the requiremcnyG�s. of tha�e`rosiorr�- and sedimentation controls as identified in the SWPPP. Cont{; Cpr sw11 provide all erosion/sedimentation controls as necessary to conaicirhate%al on site. 3.2 TEMPORARY SEEDING t 4 A. Construction Requirements 112327-1 02370-5 SECTION 02370 EROSION AND SEDIMENTA I ION CONTROL 1. Seeding twill be a continuous operation on all cut and fill slopes, and bonaw pits during the construction process. All disturbed areas shall be seeded within fourteen (14) working days after last construction activity. 2. Prepare a seedbed to a depth of 6 inches. Apply 6 inches of topsoil. 3. Roll the arca to be seeded with an approved cultipaaker. 4. Apply seed with an approved seeder. 5. Roll the seeded area. If the seeded area is relatively fled.. the seeding operation T - is completed. 6. Mulching will be belie ficial if the area seeded is steeper than a 3:1 slope or u t.� faces south or southwest. The rate of application is 1-112 tons per acre or 70 u lbs per 1,000 sq ft. G'. .,,.J 7. hill the mulohed area with a mulching til ler. 3Maintenance 1. The Contractor will be required to water all lawn areas that are seeded within 7 r days after seed is spread. The seedbed shall be watered daily to provide the equivalent of ll8`'-in (3utm) of water per day. 2. The Contractor shall be required to mow and maintain vegetation between 2 and 4 inches in height. 3. The Contractor wi II be required to replace all seeding that is defective or becomes damaged. 3.3 MULCHFNG A. Construction Requirements 1. Mulching will be a continuous operation on all cut and ftlh slopes and borrow pits durhrg the construction process. All disturbed areas shall be mulched within fourteen (14) working days after last construction activity. Uniformly distribute the mulch over the required areas at the rate specified in 2.I.A.1.b. 2. Work the mulch into the soil tt°i8t a mulch tucker designed to anchor the mulch into the soil by means of dull blades or disks. Operate equipment in a manner to minimize displacement of the soil and disturbance of the design cross- section. 3. Crimp mulekt parallel and perpendicular to the slope. 3.4 PERMANENT SEEDING AND FERTILIZING A. Complywith requirements of Iowa DOT Specifications, Section 2601. Measurement and Payment sections do not apply. B. All seeded areas shall be Ntiatered in accordance with Iowa DOT Specifications, Section 2601.03, Paragraph Q. 3 i COMPOST h ILTER TUBE A. Conditions Where Applicable: 1. Slopes less than 10% grade. 2. Around intake structures. B. Construction Requirements: 112327-1 02370-6 SECTION 02370 EROSION AND SEDIMENTATION CONTROL 1, Pneumatically fill mesh filter tube of size and length as indicated on the plans. 2. Excess tube material shall be tied off and staked at both ends. 3. Maximum compost tube spacing: 4. Do not use in areas of concentrated flow. Compost filter tubes are only intended to control and filter sheet flow. 5. Compost filter tubes should be placed using "smiles" and j -hooks. 6. In order to prevent water flowing around the ends of compost filter tubes, point the ends upslope to place at a higher elevation_ C. Maintenance I . The Contractor shall inspect all compost filter tubes immediately after each rainfall event. Any deficiencies shall be immediately corrected by the Contractor. 2. Sediment shall be removed when the control has lost 33% of its capacity. 3. The compost filter tube shall remain in place until the site has been stabilized as determined by the Owner's Representative. Upon removal, the Contractor shall remove and dispose of any excess silt accumulations, grade and dress the area to the satisfaction of the Owner's Representative and establish vegetation on all bare areas in accordance with the contract requirements. 4, The quantities of compost filter tubes shown on the plans may be increased or decreased at the direction of the Owner's Representative based on weather, construction procedures, and actual site conditions that occur during construction of the project. Total quantity adjustments less than 10 percent of the plan quantity shall be made at no additional cost to the Owner. 5. Compost filter tubes maybe spread out in place as a soil enhancement. 3.6 EROSION CONTROL BLANKET (TURF REINFORCEMENT MAT) A. Installation of erosion control blanket shall be in accordance with the manufacturer's specifications and details. 3.7 STABILIZED CONSTRUCTION ENTRANCE A. Maintenance n 1. The condition of the aggregate needs to be monitored daily to-prevent1 acking or flow of mud onto the surrounding roads, drives, and parkiklets. r= — -v. � 2. Accumulation of mud must be removed and more aggregate Ode" ias A&ded. � 3 3.8 DITCH CHECKS M „ A. Conditions Where Applicable -c_ c') 112327-1 - 02370-7 Tube Diameter (Ft) Slope 8" 12" or Greater 0-2% 75' 125' 2-5,% 50' 75' 5-10% 30' 50' 4. Do not use in areas of concentrated flow. Compost filter tubes are only intended to control and filter sheet flow. 5. Compost filter tubes should be placed using "smiles" and j -hooks. 6. In order to prevent water flowing around the ends of compost filter tubes, point the ends upslope to place at a higher elevation_ C. Maintenance I . The Contractor shall inspect all compost filter tubes immediately after each rainfall event. Any deficiencies shall be immediately corrected by the Contractor. 2. Sediment shall be removed when the control has lost 33% of its capacity. 3. The compost filter tube shall remain in place until the site has been stabilized as determined by the Owner's Representative. Upon removal, the Contractor shall remove and dispose of any excess silt accumulations, grade and dress the area to the satisfaction of the Owner's Representative and establish vegetation on all bare areas in accordance with the contract requirements. 4, The quantities of compost filter tubes shown on the plans may be increased or decreased at the direction of the Owner's Representative based on weather, construction procedures, and actual site conditions that occur during construction of the project. Total quantity adjustments less than 10 percent of the plan quantity shall be made at no additional cost to the Owner. 5. Compost filter tubes maybe spread out in place as a soil enhancement. 3.6 EROSION CONTROL BLANKET (TURF REINFORCEMENT MAT) A. Installation of erosion control blanket shall be in accordance with the manufacturer's specifications and details. 3.7 STABILIZED CONSTRUCTION ENTRANCE A. Maintenance n 1. The condition of the aggregate needs to be monitored daily to-prevent1 acking or flow of mud onto the surrounding roads, drives, and parkiklets. r= — -v. � 2. Accumulation of mud must be removed and more aggregate Ode" ias A&ded. � 3 3.8 DITCH CHECKS M „ A. Conditions Where Applicable -c_ c') 112327-1 - 02370-7 SECTION 02370 EROSION AND SEDIMENTATION CONTROL 1. The silt fence fabric may be eliminated for grades of 2 percent or less. 2. A silt fence ditch check can be used on all ditches. 3. Georidge ditch check spacing shall be computed as follows: C. Ditch Grade {%) Approximate Spacing (Ft) 1 75 1.5 55 2 35 3 25 a 19 5 15 g 12 7 10 8 9 9 8 10 7 Construction Requirements 1. Silt fence ditch checks shall be constructed ofNvire supported or self=supported material. a. Stake spacing shall be 5 foot maximum (1.5111). b. Silt fence shall be installed as described herein. Installation ofGcoridge ditch checks shall be in accordance with the manulaclurer's specifications. Erosion control blanket shall be installed prior to the installation of ditch check. Maintenance 1. Ditch checks shall be checked for sediment accumulation after each significant rainfall. 2. Sediment shall be removed 2 times per month or when it reaches one-half of the original height. 3. Additional removal of accumulated sediment as requested by the Owner's Representative will be paid per cubic yard (cubic meter). 4. Sediment removal Neill include disposal in a location where it will not erode into construction areas or water courses. 5. Regular inspections shall be made to insure that the center of the check is lower than the Aces. Erosion around the edges of the check shall be corrected immediately. 3.9 SILT FFNCE A. Conditions'&here Applicable 1. Along the toe of fills over 10 feet (3111) in height. 2. Along the right -of -%%ay line. 112327-1 02370-8 SECTION 02370 EROSION AND SEDIMENTATION CONTROL 3. Parallel to streams. 4. Around intake structures. B. Constiuction Requirements Silt fence spacing on slopes_ a G c =- � Slope Placement Interval (Ft) 3:1 (30%) 40 4:1 (25%) 50�ct 5:1 (20%) 60 10:1 (1090) 100 <_ 50:1 (2%) 150 2. The Contractor shall install a silt fence as shown on the Drawings, and at other locations as directed by the Owner's Representative. Silt fence shall be in place prior to site clearing and grading. Fence construction shall handle the stress from hydraulic and sediment loading. Geotextile at the bottom of the fence shall be buried in a trench. The trench shall be backfilled and the soil compacted over the geotextile. Overlapping geotextile shall be spliced together. 3. Post spacing shall not exceed 8 feet (2.4nr) for self supported fence installations. For machine installation, posts shall be embedded 28" below ground line. For trench installation, posts shall be embedded 40" below the ground line. Where rock is encountered posts shall be installed in a manner approved by the Owner's Representative. Closer spacing, greater embedment depth and/or wider posts shall be used as necessary in low areas and soft or swampy ground to ensure adequate resistance to applied loads. 4. Lower edge of fabric shall be buried in a minimum 12" (305mm) deep trench. 5. The geotextile fabric shall be folded across the bottom of the 4" wide trench. 6. The geotextile shall be securely fastened to fence posts on the upside of the slope. C. Maintenance 1. The Contractor shall inspect the silt fence after each rainfall event. Any deficiencies shal I be immediately corrected by the Contractor. 2. Sediment shall be removed when the control has lost 50% of its capacity. 3. Silt fence shall remain in place until the site has been stabilized as determined by the Owner's Representative. Upon removal, the Contractor shall remove and dispose of any excess silt accumulations, grade and dress the area to the satisfaction of the Owner's Representative and establish vegetation on all bare areas in accordance with the contract requirements. 4. The quantities of silt fence shown on the plans may be increased or decreased at the direction of the Owner's Representative based on weather, construction procedures, and actual site conditions that occur during construction of the project. Total quantity adjustments less than 10 percent of the plan quantity shall be made at no additional cost to the Owner. 112327-1 0'_370-9 SECTION 02370 EROSION AND SF.DIMEN"fATION CONTROL 3.10 INTAKE PROTCCIION BAG A. Conditions where applicable: for use with flat grates (including round) and mountable curbs. B. Construction Requirements: 1. Contractor shall install an intake protection bag as shown on the Drawings and at other locations as directed by the Owner's Representative. 2. Removc grate from frame and slide into intake protection bag. 3. Tuck the cnalosure flap inside to completelN enclose the grate. 4. While holding the lifting devices. place the gate into the frame. C. Maintenance: 1. Contractor shall remove all accumulated sediment and debris from the intake protection bag as required. 3.11 CURB INLET FILTER A. Conditions where applicable: for use with curb intakes. B. Construction Requirements: 1. Contractor shall install a curb inlet filter as shown on the Drawings and at other locations as directed by the Owner's Representative. 2. Identify opening dimensions to determine how manN curb inlet filters are required. 3. Completely fill the rock chambers at each end of the curb inlet filter. 4. Secure the open ends of the rock chambers with tie wires. 5. For larger openings, simply place curb inlet filters end to end. C. Maintenance 1. Contractor shall remove all accumulated sediment and debris from the curb inlet filter as required. 2. Inspect curb inlet filters for cuts. abrasions, and proper installation. Replace or reposition as necessary. 3. Discontinue use of curb inlet filter if it creates a traffic hazard. 3.12 FILTER SACK A. Installation of filter sack shall be in accordance with the manufacturer's specifications and details. 112327-1 02370-10 "a END OF SECTION y a•� 112327-1 02370-10 CITY OF IOWA CITY PARTI GENERAL 1.1 SUMMARY, A. Fumish, install and lest water distribution system as indicated and specified. �0 L2 REFERENCES. A. This specification references the following documents. In their latest edition, the referenced documents form a part of this specification to the extent specified herein. In case of conflict, the requirements of this specification shall prevail. One copy of all references marked with a *** shall be kept on the site, readily available and accessible to the Contractor during normal working hours. Copies may be obtained from the organizations or from the Iowa City Water Division at cost plus 15%. B. City of Iowa City Reference Manual: City Code of Ordinances Chapter 3, 4, & 10, Iowa City Municipal Design Standards, Earth Excavating, Backfill & Grading Specifications - Section 02220, Accepted Products for Water Distribution Materials Per Specifications — Section 02660, Water Distribution - Section 02660, Water Service Work for Contractors Specifications - Section 02665, Iowa City Water Division Policies & Procedures Manual, Backflow Ordinance - Chapter 5. C. American National Standards Institute and American Water Works Combined Standards: 1. ANSI/AWWA-C104/A21.4: Ccment-Mortar Lining for Ductile -Iron Pipe and Fittings for Water 2. ANSI/AWWA-C105/A21.5-99: Polyethylene Encasement for Ductile -iron Pipe Systems 3. ANtSI/AWWA-CII0/A2Ll0: Ductile -Iron and Gray -Iron Fittings, 3 -inch through 48 -inch, for Water and Other Liquids 4. ANSI/AWWA-C111/A21.11: Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 5. ANSI/AWWA-CI50/A21.50: Thickness Design of Ductile -Iron Pipe W A'1 ER DISTRIBUTION- CITY OlIOWA CITY - 02660 02/01/2013 Page 1 of 17 SECTION 02660 ` (Revised 2/1/2013)^ WATER DISTRIBUTION PARTI GENERAL 1.1 SUMMARY, A. Fumish, install and lest water distribution system as indicated and specified. �0 L2 REFERENCES. A. This specification references the following documents. In their latest edition, the referenced documents form a part of this specification to the extent specified herein. In case of conflict, the requirements of this specification shall prevail. One copy of all references marked with a *** shall be kept on the site, readily available and accessible to the Contractor during normal working hours. Copies may be obtained from the organizations or from the Iowa City Water Division at cost plus 15%. B. City of Iowa City Reference Manual: City Code of Ordinances Chapter 3, 4, & 10, Iowa City Municipal Design Standards, Earth Excavating, Backfill & Grading Specifications - Section 02220, Accepted Products for Water Distribution Materials Per Specifications — Section 02660, Water Distribution - Section 02660, Water Service Work for Contractors Specifications - Section 02665, Iowa City Water Division Policies & Procedures Manual, Backflow Ordinance - Chapter 5. C. American National Standards Institute and American Water Works Combined Standards: 1. ANSI/AWWA-C104/A21.4: Ccment-Mortar Lining for Ductile -Iron Pipe and Fittings for Water 2. ANSI/AWWA-C105/A21.5-99: Polyethylene Encasement for Ductile -iron Pipe Systems 3. ANtSI/AWWA-CII0/A2Ll0: Ductile -Iron and Gray -Iron Fittings, 3 -inch through 48 -inch, for Water and Other Liquids 4. ANSI/AWWA-C111/A21.11: Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 5. ANSI/AWWA-CI50/A21.50: Thickness Design of Ductile -Iron Pipe W A'1 ER DISTRIBUTION- CITY OlIOWA CITY - 02660 02/01/2013 Page 1 of 17 6. ANSUAWWA-C151/A21.51: Ductile -hon Pipe, Centrif Bally Cast, for Water or Other Liquids 7. ANS1iAWWA-CI53/A21.53: Ductile -Iron Compact Fittings, 3 -inch through 24 -inch, and 54 -inch through 64-ittch for Water Service 8. ANSll9Vo1VA C502: Dry -Barrel Fire Hydrants 9. ANSI/AWWA C504: Rubber -Seated Butterfly Valves 10. AWWA C509: Resilient -Seated Gate Valves for Water Supply Service. 11. ANSFAW`v't'A C510 Double Check Valve Backfim%-Prcvcntion Assemhly 12. ANSI/AWWA C511 Reduced -Pressure Principal Backflow -Prevention Assembly 13. ANSI/AWNKX C550: Protective Epoxy Interior Coatings for Valves and Hydrants 14. ANSI/A\X'WA C600***: Installation of Ductile -Iron Water Mains and Their Appurtenances 15. ANSl/AWWA C651***: Disinfecting Water Mains 16. ANSI/AWWA C900: Polyvinyl Chloride (PVC) Pressure Pipe, 4 -inch through 8 -inch for Water Distribution D. American Water Works Association: 1. AWA% -A Manual M23***: PVC Pipe -Design and installation 2. AWWA Manual M17***: Installation, Field Testing, and Maintenance of Fire Hydrants F. American Society for 7 esting Materials: 1. ASTM D2241 F. Manufacturers Standardization Society: 1. MSS -SP -58 Pipe Hangers and Supports. Materials Design and Manufacture 2.MSS-SP-69 Pipe Hangers and Supports Selection and Application WATER DNTRIM MON- C I I Y OP IOWA CITY - 0¢660 0 2101 /2 01 3 Page 2 of 17 G. Uni-Bell PVC Pipe Association: 1 UNI -B-3-88 Recommended Practice Cor the Installation of Polyvinyl Chloride (PVC) Pressure Pipe (nominal diameters 4-36 inch) complying with AWWA Standard C-900. r ��..s � A raiz ..r _- C- rm WATER DNTRIM MON- C I I Y OP IOWA CITY - 0¢660 0 2101 /2 01 3 Page 2 of 17 1.3 SUBMITTALS. A. Submit to the Engineer the following drawings or details for approval prior to installation. One copy of each with the approval stamp shal I be kept at the work site at all times. B. Plans for initial operations and final operations: Special prepared drawings and typed list of sequences of steps are needed prior to any operation of water distribution system. Submit 2 weeks prior to date of planned operation. C. Shop, Working Drawings or Construction Plans showing: I. Pipe layout with valves, fittings and hydrants shown Gd 2. Bolts`' ^{CJ — --� 4II a 3. Joints -rt^ 4. Tapping sleeves, couplings, and special piping materials. 5. Polyethylene 6. Thrust block designs and details C) 7. Special backfill ` D. Certificates: Sworn certificates of shop tests showing compliance with appropriate standard for all piping materials. 1.4 QUALITYASSURANCE. A. Engineer reserves the right to inspect and test by independent service at manufacturer's plant or elsewhere at Engineer's expense. B. Contractor shall conduct visual inspection before installation. 1.5 TIME. A. All work which requires shutdown of active water mains must be completed as quickly as possible to minimize inconvenience to the consumers and risk to the community. B. Amount of advance notice required to the Iowa City Water Division when materials or services are supplied by the Division are listed below. Serve notice to the Water Division at 356-5160. 1. For tapping service, provide 24 hours notice. 2. For notice to customers of disruption of water service, provide 48 hours notice. This work will be completed with the assistance of Water Division personnel. 3. For review, comments, and approval of plans of operation, provide 3 days notice. 4. For locations of underground facilities, provide 48 hours notice. WATFR DNTRl6n'nON-C] YOF IOWA CIY-02660 02/0112013 Page 3 of 17 PART PRODUCTS 2.1 All products used for this work shall be from the list of "Accepted Products for Water Distribution and Water Service Materials" contained in the Iowa City Water Division Reference Manual. 2.2 DUCTILEIRONPIPE: A. Pipe shall be AW WA C 151, Class 52. B. Pipe is to have an exterior bituminous enamel coating and a standard cement mortar lining in accordance with AWWA C 104. C. Pipe suspended from structures and bolted or restrained joint pipe, unless otherwise indicated or specified, shall be class 53. D. Pipe is to be complete with all necessary joint gaskets, lubricants, glands and bolts. 2.3 DUCTILE -IRON PIPE JOINTS: A. Single rubber -gasket push -on joints or mechanical joints shall conform to ANSFAW WA Cl II/A21.11. Fumish with all necessary hardware and gaskets. B. Bell -and -spigot pipe joints shall conform to ANSI A21.6 or ANSI A21.8. C. For bolted/restrained mechanical joint, use Griffin Bolt-I.Ok restrained joint or approved equal, (Class 53). D. For unbolted/restrained mechanical joint, use Griffin Snap -Lok restrained joint or approved equal. (Class 53). E. Do not use drilled &- tapped retainer glands. F. Plain end of push -on pipe factory machined to a true circle and chamfered to facilitate fitting gasket. 2.4 POLYVINYL CHLORIDE PIPE: A. Pipe shall conform to ANSIrA'\VWA C900 and shall be thickness class DR 18 (Class 150). All pipe shall ha%e the same outside dimensions as ductile -iron pipe. B. PVC pipe materials shall not be used in any area where there is likelihood the pipe will be exposed to concentrations of pollutants comprised of love molecular weight petroleum products or organic solvents or vapors. C., PV --?C pipe shall not be installed under public roadways and shall not be used around E: cul--de-sacs or other small radius curves. ;t yl n f.Ty WA'IG2 D1S IRLBU I ION- CIt Y OF IOWA CITY - 026611 02101/2013 Page 4 of 17 2.5 FITTINGS: A. All fittings shall confornn to ANSUMAIWA C110/A21.10, 1mith pressure rating of Class 350 for 3" to 24". B. Mechanical joint fittings shall be ductile iron compact ANSI/AWWA CI53/A21.53 or ductile standard ANSI/AWWA C110/A2 f.10. Large fittings, 12 -inch through 20 - inch shall be ductile iron standard ANSI/AWWA C110/A21.10. Swivel tees shall be ductile iron standard ANSI/AWWA C110.A21.10. Where ductile iron is not available (i.e., offsets), cast iron standard ANSUAWWA C110/A21.10 shall be provided. C. All fittings shall be bituminous coated inside and outside and shall be furnished complete with necessary accessories including plain rubber gaskets, ductile iron glands, NSS Cor -Blue bolts and nuts. Verify the gasket seats are not made irregular by improper application of the lining materials. 2.6 RESILIENT SEAT VALVES & VAL f/E BOXES: A. Gate valves shall conform to ANSI/AW WA C509. 1. Valves shall be full line size gate valves with epoxy coating inside and outside and contain stainless steel nuts and bolts. 2. Valve bodies shall be ductile iron or cast iron. Working pressure of the valve shall be at least 200 psi. 3. Valves shall have a standard 2 -inch square operating mit and shall open left. 4. Valves shall be capable of being repacked or replacing o -rings under pressure. 5. Valves are to be non -rising stem with the stem, nut and thrust collar made of bonze. B. Butterfly valves shall conform to ANSiLAWWA C504, for buried service, Class 1508. I. Valve seat to be installed on disk or valve body. 2. Butterfly valves shall not be utilized in sizes smaller than 16", unless so noted on the plans. 3. Working pressure of the valve shall be at least 150 psi. 4. Valves shall be short body pattern with mechanical joint ends. 5. Shaft seals shall be o -ring type. 6. Valve shall have manual operator with a 2" square operating nut for operation of the valve and shall open left. 7. All interior and exterior cast iron. ductile iron or steel surfaces shall be painted with an epoxy coating and contain stainless steel bolts and res. Y yy > P WA'ILK UIS I RIBU I [ON- C'I IY PNL_ �)*A CM - 02GG00 0 2101 /2 01 3 _ PA& 5 of 17 J 2.7 3 C. Tapping Valves shall be as specified Cor resilient -seated gate valves with the exception that one end shall be mechanical joint and the other end shall be flanged to match the tapping sleeve and shall have oversize seat rings to permit entry of the tapping machine cutters. Tapping valves be 175 psi minimum working pressure. 2. Valves shall be epoxy coated inside and outside with stainless steel nuts and bolts. 3. Valves shall be furnished ttiith all joint accessories. D. Valve Boxes shall be 2 -piece or 3 -piece slip type, range 5 F to 71". Use lids marked "water". HYDRANTS: Specification standard: ANSUAWWA Standard C502 Type of shutoff: Type of construction Main valve opening: Nozzle arrangement and size c -.r TQgzzle thread: Type of khlet connection: Size 0 -inlet connection: J� ptfi Of- SLny: Direction of opening: Packing: Size and shape of operating nut: Working pressure: Color: Compression Break flange or break bolt above the ground line and a breakaway stem connection. All bolts to be stainless steel. 4'/ inches for 12" water main and under 5'/4 inches for 16" water main and above 3 nozzle. two 2'/ --inch hose nozzles and one 4'/ -inch pumper nozzle, with caps attached w ith chains National Standard Hose Threads Mechanical Joint 6 inch Depth of bur), shall be 6 feet Open to right (clockwise) Conventional or O -Ring 1 %2 inch, standard pentagon 250 psi Safety Red WATER fCSTRBL]TIOV- CITY OF IOWA CITY -02660 02/01/2013 Page 6 of 17 2.8 SPEML FITTINGS. A. Special pipe fittings must be approved by the Engineer. B. Special fittings must be the same diameter, thickness and pressure class as standard fittings. C. Special fittings may be manufactured to meet requirements of same specifications as standard fittings except for laying length and types of end connection. D. Full Body Tapping Sleeves: 1. Shall be mechanical joint, split construction with end gaskets, manufactured to fit cast iron or ductile iron pipe. Branch shall have a flange fitting to match the tapping valve. 2. Shall meet the OD requirements for Class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Required for 12" and larger pipe or under paving. 5. Shall have stainless steel or NSS Cor -Blue nuts and bolts. E. Stainless Steel Tapping Sleeves: 1. Shall be epoxy coated with ductile -iron flange and stainless steel bolts. 2. Shall meet the OI) requirements for class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Nitrile gaskets shall be used in L.U.S.T. areas (leaking underground storage tank areas). F. Stainless Steel Repair Clamps: All stainless steel, single section, double section, or triple section, depending upon size of main. Shall have stainless steel bolts and nuts. 2.9 GASKETS, BOLTS, NUTS, AND THREAD ROD: A. Mechanicaljoints made with: 1. Bolts: NSS Cor -Blue. 2. Stainless steel bolt studs with SS nuts on each end. B. All thread rod used to restrain fittings shall be stainless steel with SS nuts and- N 3/4" diameter.; w7� c_- qag �—S -- 10 c� WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 0 2101 /2 0 1 3 Page 7 of 17 2.10 TRACER SYSTE.1Vl (See figure 7.7) A. Tracer Wire for Direct Bury: 1.412 A1V6 single solid copper conductor. 2. 30 mil high molecular weight polyethylene (LLDPE) insulation. 3. Blue in color. B. Tracer Wire for Directional Boring: 1. #12 AWG copper -clad stainless steel core. 2. 45 mil high molecular weight polyethylene (LLDPE) insulation. 3. Blue in color. C. Ground Rod: 1. 3/8 inch diameter; 60 inch steel rod uniformly coated with metallically bonded Electrolytic copper. D. Ground -rod Clamp: 2.11 LUMBER: A. Lumber for bracing or supports shall be hardwood. (i.e. oak, maple). Do not use creosoted lumber in contact with piping materials. 2.12 WATER: A. Reasonable amounts of water will be provided for use in the final operations of water main flushing, disinfecting and testing. Prior notice must be given to the Water Division. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02101 12 01 3 Page 8 of 17 1. High-strength, corrosion -resistant copper alloy. 41Saice Kit: ... ,Comply with City of Iowa City Accepted Products for Water Distribution -�_Iaterials. h `—V'� cer Wire Terminal Box: 1. Comply with City of Iowa City Accept Products for Water Distribution Materials. 2.11 LUMBER: A. Lumber for bracing or supports shall be hardwood. (i.e. oak, maple). Do not use creosoted lumber in contact with piping materials. 2.12 WATER: A. Reasonable amounts of water will be provided for use in the final operations of water main flushing, disinfecting and testing. Prior notice must be given to the Water Division. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02101 12 01 3 Page 8 of 17 B. Contractor will not be charged for the water used as long as there is reasonable care to control and conserve the rate and volume used. Tf there is waste or carelessness, Contractor will be charged for water. PART EXECUTION 3.1 REFERENCES AND DOCUMENTS. A. Contractor must have all required documents on the site before commencing with the work. B. Valves, fittings, hydrants and ductile -iron pipe shall be installed in accordance with ANSI/AW WA C600 except as noted herein. C. PVC pipe must be furnished and installed in accordance with AWWA M23. ANSUAWWA-C605 and Uni-Bell PVC Pipe Association UNI -13-3-88 except as noted herein. D. Contractor must prepare and retain a set of "as -built" drawings on the job site with accurate and current information on the location of all valves, pipe and special construction features. Examples of special buried features would be: I . Offsets in alignment. 2. Changes in depth, depth greater than 8 feet or less than 5 feet. 3. Special fittings or construction materials. 3.2 RECEIVING, STORAGEAND HANDLING.- A. ANDLING.A. The City may mark materials which are found on the job site and which are determined to be defective or not approved. The marking may be done with spray paint. The Contractor shall promptly remove defective or unapproved materials from the site. B. While unloading PVC piping materials: 1. Do not allow the pipe units to strike anything. 2. Do not handle pipe units with individual chains or single cables, even if padded. 3. Do not attach cables to pipe unit frames or banding for liftirj C. Within the "Storage" language of AW WA X123, change "should" tcb"l.'Lo ti D. Within the "Handling" language ofAW WA M23, change "should" lg.�0all-" 3.3 LOCATION, ALIGNMENT, SEPARATION & GRADE.- A. RADE.A. Water mains, valves, hydrants, and special fittings shall be installed in the locations W ATCR D1S7R113U"I ION- CI Y 01:10 WA CrfY - 02660 02101!2013 Page 9 of 17 shown on the plans or as directed by the Engineer. B. Contractor shall have all buried utilities located by the 1-800-ONIrCALL service and shall do exploratory excaextion as necessary to determine specific conflicts between existing utilities and new water main. No extra compensation will be allowed for the exploratory excavations. C. Water main shall be installed a minimum depth of cover of 5!iz feet. Generally, the maximum depth shall not exceed 7 feet. D. Water mains crossing sewer services, storm sewers or sanitary sewers shall be laid to provide a separation of at least 18 inches between the bottom of the water main and the top of the sewer. Where local conditions prevent this vertical separation, the water main shall not be placed closer than 6 inches above a sewer or 18 inches below a sewer under any circumstances. Additionally. one Rill length of water pipe crossing the sewer shall be centered at the point of crossing so that the water pipe joints will be equal distance as far as possible from the sewer. The water and sewer pipes must be adequately supported and have pressure tight joints. A low permeability soil shall be used for backfill material within 10 feet of the point of crossing. E. No water pipe shall pass through or come in contact with any part of a sewer manhole. A minimum horizontal separation of feet shall be maintained. F. Sewer force mains and water mains shall be separated by a horizontal distance of at least 10 feet unless: L the force main is constructed of water main materials meeting a minimum d pressure rating of 150 psi and the requirements of Section 8.2 and 8.4 of r ' the "Iowa Standards for Water Supply Distribution S}steans- and a 2. the sewer force main is laid at least 4 linear feet from the water main. Gravity sewer mains shall be separated from water mains by a horizontal distance of at least 10 feet unless: the top of a sewer main is at least 18 inches below the bottom of the water main and 2. the sewer is placed in a separate trench or in the same trench on a bench of undisturbed earth at a minimum horizontal separation of 3 feet from the water main. When it is impossible to obtain the required horizontal clearance of 3 feet and a vertical clearance of 18 inches between sewers and water mains. the sewers must be constructed of water main materials meeting both the minimum pressure rating R'ATFR tiSTRIBUTION- CITY OF IOWA CITY - 02666 02/01/2013 Page 10 of 17 of 150 psi and the requirements of Sections 8.2 and 8.4 of the "Iowa Standards for Water Supply Distribution Systems". However, a linear separation of at least 2 feet shall be provided. H. Should physical conditions exist such that exceptions to Sections 3.3 Part F and 3.3 Part G of this standard are necessary. the design engineer must detail how the sewer and water main are to be engineered to provide protection equal to that required by these sections. 1. Sewers constructed of standard sewer materials shall not be laid within 75 feet of a public well or 50 feet of a private well. Sewers constructed of water main materials may be laid within 75 feet of a public well and within 50 feet of a private well but no closer than 25 feet of either. J. All PVC water main and ductile iron water main with greater than 400 feet between features that extend to the surface (such as hydrants or valve boxes) shall be marked with a wire for the entire length to make electronic location possible. 1. The wire shall be installed continuously as the pipe is backfilled. The wire shall be fixed to the side of the pipe at a position of 2 o'clock or 10 o'clock and attached with duct tape every 5 feet. 2. The insulation shall be protected to prevent accidental grounding. Make few splices and splice the wire together using a wire connector. 3- Install ground rods adjacent to connections to existing piping and at locations as shown on plans and as required by the Engineer. 4. Bring the wire to the ground surface at each fire hydrant and loop wire in a tracer wire terminal box. These boxes shall be located between the hydrant and the hydrant valve with at least two feet of extra wire inside the box. Install the terminal box perpendicular from the hydrant and parallel with the valve box, one -foot from the hydrant base. The tracer wire terminal box must be installed hush with the finished grade. if there is no fire hydrant within 500 feet, bring the wire to the surface in a "daylight box" which is a full-size valve box. and mark the drawings appropriately. 3.4 PIPE BEDDING AND BACKFILLING: A. Ductile -iron pipe bedding shall conform to the project plan details or as otherwise specified or directed by the Engineer. B. PVC pipe bedding shall conform to UNI -B-3-88 laying condition Type 2 including hand excavation for the bell holes. The bedding shall be loose. natural, fine soil which is compacted by hand tamping on the soil along the sides of the pipe to the top of the pipe. C. Trench width within the pipe envelope shall conform to the plans was dirEcted bye the Engineer._ C v9 i] WATER DISTRIBUTION- CITY OF A CITY- 0266, M 2 02101 /2 01 3 r= _.I D. Set yah es and hydrants on precast concrete bases. 3.5 PIPE RESTRAINT: A. Thrust Restraint: 1. For pipe smaller than 10" diameter, concrete block shall be used, placing the concrete block next to the fitting and undisturbed soil. For 10" and larger diameter pipe. blocking shall be by cast -in-place concrete. Cover fittings and joints ,Nith 8 mil. pol%ethylene before placing concrete. Brace fittings with hardwood to prevent shifting before placing concrete. See Iowa City Reference Manual for detail information on thrust blocks — Figure 7.1. 2. Do not pour excess concrete on top of pipe and fittings. B. Socket Pipe Clamps, Tie Rods, and Bridles: Where indicated or necessary to prevent joints or sleeve couplings from Pulling apart tinder pressure, provide suitable socket pipe clamps, tie rods, and bridles. Bridles and tie rod diameter shall be at least 3/4 in. except where they replace flange bolts of smaller size with nut on each side of flange. C. Dead Ends 1. Pipe ends or fittings left for fixture connections shall be plugged or capped using materials supplied by the pipe manufacturer. 2. All pipe ends or fittings left for future connections shall be blocked against thrust. 3.6 JOINTSAND COUPLIA-GS: A. Push -on Joints: 1. Inspect bell grooves and clean to assure complete gasket seating. 2. Use extreme care to prevent separation of joints already installed. 9. Do not use push -on joints when boring. Snap -Lok shall be used in casing with locking rubbers. B —Mechanical Joints: The range of torque for tightening bolts which is indicated in ANSUAW WA cam C600 may be somewhat affected by the temperature. On cold days, more w' torque may be required. "?'�'3 Use extreme caution when tightening cast iron fittings to avoid breaking the =- ears of the flanges. An average worker should not use a wrench longer than 18 inches. 3. On PVC pipe connections to M.1 joints, cut the bevel off the end of the PVC pipe to get full pipe diameter in the joint. W A7ER DISTR1nU'I ION- CITY or IO%VA CITY - 02660 02101/2013 Page 12 of 17 3.7 TAPPED CONNECTIONS UNDER PRESSURE. A. Follow manufacturer's installation instructions. B. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. This includes connections made on public and private mains. C. A new and site specific tapping application must be prepared for each tap regardless of size, and submitted to the Water Division. The tapping application must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. 3.8 POLYETHYLE.VEENCASEMENT. A. All open cut installed ductile iron pipe and fittings shall be wrapped with an 8 mil polyethylene encasement in accordance with ANSI/AWWA C105/A21.5-99 installation methods. This includes any ductile iron laid in cul -dc -sacs or other small radius areas where PVC main could not be used. 3.9 HYDRANT INSTALLATION. - A. Handle carefully to avoid breakage and damage to flanges. Keep hydrants closed until they are installed. Protect stored hydrants from dirt, water, ice, animals and vandals. B. Before installation, clean piping and elbow of any foreign matter. C. Install hydrants away from the curb line a sufficient distance to avoid damage from or to vehicles. A set -back of 4 feet from the curb line is recommended. Iowa Department of Transportation (IDOT) requires a 9' setback. D. Orient the hydrant so the pumper nozzle faces the street. Outlet nozzles shall be at least 18 inches above finished ground. The break -off flange should be no more than 6 inches above ground. There shall be no obstructions to fire hose connections. E. The base elbow shall be placed on solid precast concrete blocks on firm, undisturbed soil. The barrel of the hydrant shall be firmly braced against the back of the trench wall with pre -cast cement blocks to resist thrust at the pipe connection. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/0'1/2013 Page 13 of 17 4. Do not deflect pipe at joint. , �;� C. Sleeve-'type Coupling:, 1. Clean pipe ends for distance of 12 inches. m 2. Use soapy water as gasket lubricant. 3. Carefully mark and place the sleeve coupling in the center of the joint' 3.7 TAPPED CONNECTIONS UNDER PRESSURE. A. Follow manufacturer's installation instructions. B. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. This includes connections made on public and private mains. C. A new and site specific tapping application must be prepared for each tap regardless of size, and submitted to the Water Division. The tapping application must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. 3.8 POLYETHYLE.VEENCASEMENT. A. All open cut installed ductile iron pipe and fittings shall be wrapped with an 8 mil polyethylene encasement in accordance with ANSI/AWWA C105/A21.5-99 installation methods. This includes any ductile iron laid in cul -dc -sacs or other small radius areas where PVC main could not be used. 3.9 HYDRANT INSTALLATION. - A. Handle carefully to avoid breakage and damage to flanges. Keep hydrants closed until they are installed. Protect stored hydrants from dirt, water, ice, animals and vandals. B. Before installation, clean piping and elbow of any foreign matter. C. Install hydrants away from the curb line a sufficient distance to avoid damage from or to vehicles. A set -back of 4 feet from the curb line is recommended. Iowa Department of Transportation (IDOT) requires a 9' setback. D. Orient the hydrant so the pumper nozzle faces the street. Outlet nozzles shall be at least 18 inches above finished ground. The break -off flange should be no more than 6 inches above ground. There shall be no obstructions to fire hose connections. E. The base elbow shall be placed on solid precast concrete blocks on firm, undisturbed soil. The barrel of the hydrant shall be firmly braced against the back of the trench wall with pre -cast cement blocks to resist thrust at the pipe connection. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/0'1/2013 Page 13 of 17 F. The base and lower barrel shall be backfilled with 5 cubic feet of washed gravel or 1 inch crushed rock to allow Ni°ater to release from the by drain. G. Install the hydrant plumb. Drainage stone and soil backfill around the barrel shall be firmly compacted to provide good lateral support for the hydrant. This is essential to the performance of the break -off flange. 3.10 W9TERMAINOPE247IONS: A. All n°ork which invol%es operating the active public water distribution system will require the notice, consent, approval and assistance of the Water Division. B. An accurate and legible copy of the "as -built" drawings must be on file in the Water Division office prior to using the water supply. C. If requested by the Cin. the contractor will work with Water Division personnel to submit a plan for initial operations and a plan for final operations to the Water Di%ision for approval. The plans shall include a drawing and typed list of actions which show all the significant steps necessary to connect to the existing water distribution system or conduct the filling, hushing and testing operations. The purpose of both plans is to minimize the impact of service interruptions and pressure and flow variations on the water distribution system and existing customers. 3.11 DISINFECTION FOR POTABLE TTA TER SYSTEMS: A. General 1. Cpon completion of a newly installed water main or when repairs to an existing water system are made. the main shall be disinfected according to instructions listed in A\S1,Ayy'WA C651 and the following specifications. R-, .,. Special Disinfection Requirements ng Exercise cleanliness during construction. Protect pipe interiors, fittings and b P P g cr�°`=' valves a:ainst contamination. c R The minimum uniform concentration of available chlorine used for � disinfection shall be 25 mg/L. Use either the granulated' tablet or continuous feed method %with modifications as described in 3.11 C or D below. r� 3. The chlorinated water shall be retained in the main at least 24 hours, during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this 24 hour period, the treated water shall contain no less than 10 mgt/1- chlorine throughout the length of main. 4. After the retention period, flush the heavily chlorinated water from the main until the chlorine concentration in the water leaving the main is no higher WA ILR DISTRIBUTION- CITY OF IOWA CITY - 02660 0 210 112 01 3 Page 14 of 17 3.12 than 3 mg/L and the water appears clean. Flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than '/4 of the main diameter. For 6 -inch through 12 -inch water mains,, a single 2'/z -inch fire hydrant opening is adequate. Water entering storm sewer system shall be dechlorinated by a method approved by the Engineer to prevent downstream environmental damage (i.e. fish kills). 5. After final flushing and before the new water main is connected to the distribution system, two consecutive sets of acceptable samples, taken at least 24 hours apart, shall be collected from the new main. At least one set of samples shall be collected from every 300-1000 feet of the new water main, plus one set from the end of the line and at least one from each branch. Deliver the sample to the University Hygienic Laboratory at Oakdale for analysis. Allow approximately 5 days for the results. If the bacterial sample shows the absence of coliform organisms, the hydrostatic test may proceed. C. Tablet Method of Chlorine Application — Granulated or Tablet Use ANSI/AWWA C651, however slowly fill the main (less than 1 cubic foot per second) with system water, pushing out as much air as possible. Do not wash out the tablets. D. Continuous Feed Method of Chlorine Application Prior to applying chlorine, do a preliminary flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than not less than Ya of the main diameter. For 6 -inch through 12 -inch water mains, a single 2'/2 -inch fire hydrant opening is adequate. 2. Add the water and chlorine solution the main completely. TESTING: A. Filling the water main: Fill the newly constructed water main system slowly using €reated,�ublic water under low pressure and low flow. The objective is to displace air with water while avoiding damage to new construction, customer services, and adjoining property due to the release of air and water. Public Works staff must be on site to assist with operation of the system valves and hydrants during this operation. 2. Open one hydrant (completely) at the end of the main or at a high point on the main which is to be filled. Open a filling valve (the smallest one available) slightly. Allow the water main to fill and slowly release the air. When the main being filled has released nearly all air, surging should WATER DISTRIBUTION -CITY OF IOWA CITY - 02660 02/0112013 Page 15 of 17 a with the required cori&ntratidW to till—' rri Fill the newly constructed water main system slowly using €reated,�ublic water under low pressure and low flow. The objective is to displace air with water while avoiding damage to new construction, customer services, and adjoining property due to the release of air and water. Public Works staff must be on site to assist with operation of the system valves and hydrants during this operation. 2. Open one hydrant (completely) at the end of the main or at a high point on the main which is to be filled. Open a filling valve (the smallest one available) slightly. Allow the water main to fill and slowly release the air. When the main being filled has released nearly all air, surging should WATER DISTRIBUTION -CITY OF IOWA CITY - 02660 02/0112013 Page 15 of 17 diminish and water released from the hydrant should flow in a steady stream. Monitor and control the released water to minimize damage. Alter a few minutes of steady state operation. open all other valves slowly and then open the initial fill valve completely, (while regulating the floty hydrant to minimize damage. Wien the main has been tilled, open and close at] hydrants sequentially to force fresh water progressiveh through each section (new and old) of water main which was shut down to replace fresh water into each section. 4. After clear water and a fresh chlorine odor are observed at each hydrant, shut down hxdrant floc;- slowk and allow water flow to cease and internal pressure to stabilize. For water main replacement only, each water service connection shall be tested at a sill cock and observed by the Contractor to verify adequate pressure and now. B. Pressure and Leakage Tests: Conduct combined pressure and leakage test in accordance with ANSFAN6\N A C600 and ANSFAWWA C605. 2. Pressure test off the hydrants or furnish and install temporary testing plugs or caps. Furnish pressure pumps. pipe connections, meters, gauges, equipment. potable %aater and labor. Use only potable water for testing. - 3.,zr `fest after disinfection operations are successfully completed. if testing operations require reconstruction or repairs during which the interior of the ^�4 pipe is exposed to contamination, disinfection will be required again. J."— Keep the water main Full of water for 24 hours before conducting combined -E5 pressure and leakage test. jC.D Pressure and leakage test consists of first raising water pressure at the lowest point of section being tested to 150 psi internal pressure_ 6. Failure to achieve and maintain the specified pressure for at least two hours Nvith no additional pumping means the water main has failed to pass the test. 7. If the water main fails the pressure and leakage test, locate, uncover, and repair or replace defective pipe, fitting or joints. Conduct additional tests and repairs until water main passes the test. C. Valk e Operations: 1. All valves shall be located and tested to verify operation. Remove the valve w,4TFR nISTR enol IOFB- C11 Y01 IOWA CITY - 026fi0 02/01/2013 Page 16 of 17 box lid, insert the valve key and open and close each valve. Count the turns and record the results. D. hydrant Operations: After the hydrant has been installed and the main and hydrant have been pressure tested, each hydrant shall be flushed and checked for proper operation. 2. Remove a nozzle cap and open the hydrant slowly and fully. Check the direction of opening as marked on the top. Do not force the hydrant in the opening direction beyond full open as indicated by sudden resistance to turning. 3. After hydrant has been flushed, close it and check for drainage. This is done by placing the hand over the nozzle opening and checking for a vacuum. Then check the hose thread for proper fit. 4. Replace nozzle cap, then open hydrant again and inspect all joints for leaks. F,. Flow Test: Flow tests shall be conducted to verity all components of the water system are fully open and operational and to determine the fire flow capacit- . 2. Public Works staff personnel must be on the site to operate the system valves and hydrants during this test. 3. A hydrant flow test may be conducted on the hydrant at the extreme locations for distance or highest elevation to determine the fire flow capability of the system. Static and flowing pressures and flow rates shall be recorded, and a copy forwarded to the Water Division. wATFR DISTRIBUTION- CITY OF IOWA CITY - 02660 0 2/0112 01 3 Page 17 of 17 r� a .-- . r,n r; wATFR DISTRIBUTION- CITY OF IOWA CITY - 02660 0 2/0112 01 3 Page 17 of 17 Department of Public Works Iowa City Water Division (Revised 2/1/2013) Accepted Products for Water Distribution Materials WATER PIPE: (Ductile)ANSI/AWWA—A21.51/C151 American, Clow, Griffin, McWane, and US Pipe Class 52 for direct bury piping unless other wise indicated or specified. Class 53 for suspended from structures and bolted or restrained joint pipe WATER PIPE: ( PVC) (Class 150) — C900 C900 thickness class DRI 8 (6" thru 10") FITTINGS: (Ductile Iron Standard) ANSI/AWWA — A2110/C110, 3" to 24"-350 psi (Ductile Iron Compact) AWWA C153, 350 psi Clow, Tyler/Union, U.S. Pipe, or Sigma TAPPING SLEEVES: (Full Body Ductile Iron With Stainless Steel and/or NSS Cor -Blue Nuts and Bolts) for 12" and larger or under pavement Mueller - H615, Kennedy, Tyler/Union, American Flow Control - Series 2800, or U.S. Pipe - T-9 TAPPING SLEEVES: (Stainless Steell Smith Blair - 662 or 663, Ford FAST, Mueller -H304, Romac SST, JCM-432 Smith Blair -665 or Cascade CST -EX 3655 with nitrile gaskets to be used in L.U.S.T. areas MECHANICAL JOINT RESTRAINT DEVICE: (Megalue — with NSS Cor -Blue Nuts and Bolts) Ebaa Iron Sales Inc. — 1100 series for ductile iron 2000 PV for PVC STAINLESS STEEL REPAIR CLAMPS: (With Stainless Steel Nuts & Bolts) Smith -Blair -261, Ford FS1, Romac SSI VALVES: (Resilient Seated Gate Valves) ANSI/AWWA — C509 Clow F-2640, Kennedy 8571 SS, Mueller Resilient Seat - A-2360-20, or U.S. Pipe - USPO-23-without accessories or USPO-20-with accessories VALVES: (Butterfly) ANSI/AWWA C504, Class 150B Clow, Pratt, Mueller, Kennedy, M & H. DeZurik or Val -Matic w EJ r O -! Accepted Products for Water Distribution Materials page'2 (Revisecl—.' 12013)VALVES: (Tapping) Clow — F-2640, Mueller— T-2360-16, Kennedy 8950 SS. U.S. Pipe—A-USPO-16 VALVE BOXES: Tyler — (Series 6855 & Item 666A, Range 51" to 71 ") East Jordan Series 8555 & Item 666A —Range 51" to 71" Clove F-2545 Medallion, Mueller Super Centurion 250 SLEEVE TYPE COUPLING: (With Stainless Steel Nuts & Bolts) Standard solid black sleeve — l'vler r'Union 5-1442, Griffin Bolted Straight Coupling with stainless steel bolts and nuts— Smith -Blair 441 or Romac Style 501 TRACER WIRE TERMINAL BOX (DAYLIGHT BOX): U.S. Filter, \\ aterPro or Utility Equipment - Valvco —95E —2 %" 1D with lockable cast-iron lid — minimum 18" lone. telescoping TRACER WIRE CONNECTORS: Twister DB Plus Wire Connector POLYW72AP: 8 mil polyethylene encasement WIRE: For Direct Bury: X12 A\\ G single solid copper conductor. 30 iniI LEDPE insulation, blue in color For Directional Bun': #12 AA17G copper -clad stainless steel core, 45 mil LLDPE insulation, blue in color Kris Telt, Copperhead or approved Equal GROUND ROD: 3, diameter, 60" steel rod uniformly coated with metallically bonded electrolytic copper GRPUND ROD CLAMP: High strcngib, corrosion -resistant copper alloy FREEZEEESS YARD HYDRANT: 77 u: J Woodford, 4fg. lova Model Y34 and Y (Reviseel 2/1/2013) Page 3 Accepted Products for Water Service Parts SERVICE SADDLES: ANSUAW WA — C800/C900 AY McDonald 3845 Ford 202BS Smith Blair 325 with nitrile gasket to be used in L.U.S.T. areas CORPORATION VALVES: ANSI/AW WA C800 Unti I January 4, 2014 Mueller B-25008, After January 4, 2014 (Due to new Federal Law — no lead brass alloys) Mueller B -25008N BALL CURB VALVES: ANSI/AWWA C800 Until JanuM 4. 2014 Mueller B-25209, AY McDonald 61000 After January 4, 2014 (Due to new Federal Law -no lead brass alloys) Mueller B25209N, AY McDonald 761000 CURB BOX ARCH PATTERN: ANSI/AWWA C800 —with stainless steel rod and cotter pin AY McDonald 5601 and 5603 with 5660SS-5' shut off rod a 57) c, A. SECTION 02661 CATHODIC PROTECTION Pipe Continuity Bonding For Ductile Iron Pipe shall be completed as shown below in Drawing #:13310-1: Ductile Iron Pipe Bonding Size: #4 AWG 7 -strand copper Insulation: HMWPE Cable Length: 18° (min,) Number per Pipe Joint: 2 Location: At top of pipe Surface Prep: Remove asphalt coating on pipe Method: Exothermic weld Weld Coating: Mastic Cap Push -on Ductile Iron Pipe 112327-1 02661-1 �� e_ tr y c� 112327-1 02661-1 B. Insulated Rubber & Tape Splice for Sacrificial Anode Cable Connections shall completed as shown below in Drawing F.,131 10-2: --�— Anode Lead Vilre Anode Header Cable Copper Compression Crimp 1" to expose conductors Crimp Splice Procedure Remove approximately 1' of cable insulation to expose clean cropper conductors .Join the conductors by inserting them equidistance Into the compression connection sleeve. Crimp conductors Sirnly in place using a Grumping toot; that regarres 3 oomplete crimp before the tool can be removed. IN minimum of 2 equally -spaced crimp Indents is required. Test the crimped connection by pulling cu the cables. Splice Sealing Procedure Roughen the cable insulatian T' beyond the end of the exposed conductors. Ensure that the entire surface ove• Murn the tape wil be applied Is clean us€ng a lint -tree cloth. Do notuse solvents. Apply a high-voltage rubber tape one-half lapped over all here conductors. This tape silaould he tensioned as rocommondec! by the msnufarhuer. tlalfulap the taloe to produce a uniform buildup to 1-112 tines cable dtamuter over the body of the splice with ends tapered a distance of approximately 1 inch over the original jacket. Cover rubber tape with two layers of c,Wnyl pressure -sensitive tape one-half lapped. Cover the entire tape wfap with a fast -drying .alectrica[5ealant such as 31%1 Seotchkote Brat,d electrical coating. UN— N 112327-1 02661-2 C. Isolator Test Stations shall be completed as shown below: 1. Without Tapping Tee (Drawing # 13110-5.A): Trench Backfill Insulated Copper -___ Test Wires Test Station Enclosure (See Dwg. 13110-8) — Exothermic Weld Connection(s) Pipe Beddir Elevation Undisturbed Earth - - Limit of Excavation Buried' — (See Dwg. 13110-9)-9) i 36" Reference Electrode Plan View z , ,c. 112327-1 02661-3 2. At Tappinl- Tee (Drawing #13 1 10-53): Trench E-ackiilt —� Insulated Coppers Test Vttires v r L X i Test Station Enclosure -- (See Dwg. 13110-8) Exothermic Weld Connection(s) \ Pipe Bedding iii=_ni—iir sir=ii- NI irr--;tr 1-1117:- ' i � � -� � � - � Undisturped Earth Elevation Limit of Excavation 1— Tapping SleeveJee Ccnn. to existing main Buried FIK (Sse Dwg. 13110-9) Pigg d anode installed at pipe depth r Within 60" of connection to existing main �+ 36" Plan View 112327-1 02661-4 36" ,max j — Reference Electrode j' ➢.. C� C -t Pigg d anode installed at pipe depth r Within 60" of connection to existing main �+ 36" Plan View 112327-1 02661-4 36" ,max j — Reference Electrode 3. isolator Test Station Terminal Board Installation Details, Structure Connections_, and Color Codes (Drawing #13110-5.C): O CLEAR Polycarbonate Terminal Board w1ORANGE screw -on cover (not shown) 3 2 I Front Side: 114-20 Binding Posts Backside7114-20 hex nuts on 114-20 x 1" 4' screws wfiock washer & fiber washer (�l l5 #12 AWG (Blue) to Upslream/New Water Main #12 AWG P.Nhite) to Downstream/Existing Water Main #14 AWG' (Yellow) to Reference Electrode 1.-_ Supplemental #12 AWG (Red) Anode Lead Wire: �- Route into TS but do NOT connect to terminal Board +� -- Collect Nut Locking Ring --m— 3" (nominal) PVC Pipe (White) • f r� C_J � r"a a 3 _ 112327-1 02661-5 Q Anode Test Stations shall be completed as shown below: 1. Anode Test Station (Drawing #13110-7.A): Undisturbed Earth Elevation Pipe Bedding Looped Return Cable Limit of Excavation insulated Splice I Add'l Anodes) at (Sp,P, l7vdg. 93110-2) Mn. 10' Spacings 60" min_ separation i Exothermic Weld Connection(s) — LU�. T c�J max. Reference Electrode (opposite side and approx, between anodes) Plan View 112327-1 02661-6 V 2. Anode Test Station Terminal Board Installation Details, Structure Connections, and Color Codes (Drawing # 13110-7.B): CLEAR Polycarbonate Terrninal Board w/RED screw -on cover (not shown) C� Front Side: IW20 Binding Posts Backside:IW20 hex nuts on 114-20 x 1" screws w/lock washer & fiber washer #12 AWG (Blue) to New Water Main Shunt Resistor (opposite side to wires) Q ® Shorting Bar (opposite side to wires) #8 AWG (Red) to Anode(s) #8 AWG (Blue) to New Water Main #14 AWG (Yellow) to Reference Electrode a - --' - - go— - - -J Collect Nut Locking Ring 3" PVC Pipe (White) 112327-1 02661-7 E. Plush -Mounted Enclosure for Cathodic Protection Test Station Terminal Board and Wires shall be completed as shoim below in Drawin' #13110-8: Install top of test station head with a minimum of 1" separation from bottom of enclosure cover Polycarbonate Cover (CLEAR) Polycarbonate Terminal Board (refer to individual test station Wring diagrams) 114-20 hex nut on 114-20 x 1" screw w/1/4" lockwasher & backup tibenvasher Note: All hardware shall be nickel -plated brass or stainless steel as spec_.ified. Collect Nut Locking Ring 3.5" PVC Pipe (min / -� _ice >✓. , Test Statinn & —_ Terminal Board .Tilt lii III—III—Ili t 1 jj ifl r Cl'a7R & Cable Entry .., _.._. . -?= dT•• -D U _ 6 24" depth below enclosure) 112327-1 02661-8 19'Lx14"Wx12"H Polyethylene Housing w'Lockable Cover v 6" Gravel rSase to Support & drain Enclosure 01 02 30 C r 60 j 005 9� Install top of test station head with a minimum of 1" separation from bottom of enclosure cover Polycarbonate Cover (CLEAR) Polycarbonate Terminal Board (refer to individual test station Wring diagrams) 114-20 hex nut on 114-20 x 1" screw w/1/4" lockwasher & backup tibenvasher Note: All hardware shall be nickel -plated brass or stainless steel as spec_.ified. Collect Nut Locking Ring 3.5" PVC Pipe (min / -� _ice >✓. , Test Statinn & —_ Terminal Board .Tilt lii III—III—Ili t 1 jj ifl r Cl'a7R & Cable Entry .., _.._. . -?= dT•• -D U _ 6 24" depth below enclosure) 112327-1 02661-8 19'Lx14"Wx12"H Polyethylene Housing w'Lockable Cover v 6" Gravel rSase to Support & drain Enclosure F. Flange Isolation Kits shall have 0 rings custom specified to be greater than the inside diameter of flange so that it is compressed by the flange faces. Flange Isolation Kits shall be completed as shown below in Drawing #113110-9. Flange Side A Type E Fuld Face Gaske Flange Side B Single -Side Isolation F Ring Gasket 112327-1 02661-9 Two -Side Isdation r at Required Information to Properly Size a Flange Isolation Kit Flange Spec, Flange Size Flange Rating Flange O.D, Flange LD, Bolt Circle 0 Qty. Bolt Holes Flange Bolt 0 Bolt Hole 0 Flange Thickness (A) Flange Thickness (B) 112327-1 02661-9 SECTION 02890 TRAFFIC SIGNALIZATION PART1 GENERAL 1.01 - Section Includes u A. Electrical r B. Conduit 'r " C--. 2>�.q C. Concrete Bases and Handholes — D. Poles =. `r) E. Signals NS u 4 F. Mast Arms G. Controller H. Fiber Optic Cable 1. Video Traffic Detection System 1.02 - Description of Work A. Electrical This item includes furnishing and installing all electrical components in accordance with the Contract Documents. B. Conduit This item includes furnishing and installing conduit fittings associated with traffic signals in accordance 1N ith the Contract Documents. C. Concrete Bases and Handholes This item includes furnishing and installing bases and handholes associated with traffic signals in accordance with the Contract Documents. D. Poles This item includes furnishing and installing the poles associated with traffic signals in accordance with the Contract Docwnents. E. Signals This item includes furnishing and installing the signals in accordance with the Contract Documents. F. Mast Anns This item includes furnishing and installing the Mast Arms in accordance with the Contract Documents. G. Controller This item includes furnishing and installing controllers in accordance with the Contract Documents. I. Fiber Optic Cable This item includes installation. termination, and te.r;�„ fih�.g 112327-1 02890-1 March 15, 2004 H. Vidco Traffic Detection System This work shall consist of furnishing and installing a system that detects vehicles on a roadway using only video images of vehicle traffic and includes all hardware, software, equipment, labor, and materials necessary to complete the fith functioning system in place. 1.03 - Submittals A. Submit test results as set forth in the Contract Documents. B. Submit certificate of compliance indicating the materials incorporated into the Work comply with the Contract Documents. C. The substitution of materials is allowed as set forth in General Conditions. D. Supplier shall submit five (5) copies of Shop Drawings of Signal Poles and Mast Arms to the ENGINEER for review prior to manufacture of the mast at -in assemblies. Manufacture shall not begin until the Shop Drawings have been appro%cd by the ENGINEER. The intent of the ENGINEER's review and approval is to assist the supplier in interpreting the Specifications. Shop Drawing approval shall not relieve the -supplier of the responsibility for errors in the Shop Drawing or the requirements of the Specifications. E. Submit catalog cuts of each component incorporated into the project, showing the selected equipment meets the specifications. 1.04 - Delivery, Storage and Handling A. Deliver only materials that fully conform to these Specifications. or for which substitution has been approved as set forth in General Conditions. 1. -The Bidder awarded the Contract shall complete the equipment list by writing in the name of the equipment in and catalog number of each item listed tmhich he a"41�oposes to install. Before beginning \Work out the Project, the CONTRACTOR shall n 'vbmit three copies of the equipment list, and tluee copies of catalog cuts for all tta'aterials supplied by the CONTRACTOR. i 2' Por to ordering arty materials the CONTRACTOR shall provide certification from the g7arnufachu'ers of all electrical equipment_ conduit, and cable stating said materia complies with the Specifications. 117 Store material in accordance with the manufacturers' recormnendations and in locations which will minimize the interference with operations. minimize cnviromnental damage, and protect adjacent areas. C. Remove and dispose of unacceptable materials from the site in accordance with the Contract Documents. 1.05 - Scheduling and Conflicts A. Schedule Work to minimize disruption of public streets and facilities. B. Discontinue Work which will be affected by any conflicts discovered or any changes needed to accommodate unknown or changed conditions and notify the ENGNEER. 1.06 - Special Requirements A. The use of explosives is not permitted unless provided for in the special provisions of the Contract Documents. B. All work and materials incorporated into this Project shall conform to all applicable local, state, and Federal requirements. C. The CONTRACTOR shall be prepared to furnish, upon request from the ENGINEER, a sample for evaluation, of ally item or material tN°hich he proposes to furnish for this Project. D. Any modifications of tile installation are subject to the approval of the ENGINEF,R. 112327-1 02890-2 March 15, 2004 E. Unless otherwise specified in the Contract Documents, the installation of all signal equipment shall be in accordance with the Traffic Signal Manual of the International Municipal Signal Association (IMSA). F. The painted surface of any equipment damaged in shipping or installation shall be retouched or repainted in a manner satisfactory to the ENGINEER. PART2 PRODUCTS 2.01 - Electrical A. Service Conductor (Power Cable) shall be 600 volt, single conductor cable shall comply with 4185.12 of the Standard Specifications and shall be U.L. listed for type "USE." The sheath shall be black for the positive cable and white for the negative cables. B. Signal cable shall be solid and conform to the requirements of IMSA 19-1 or 20-1, or latest revision thereof. The number and size of conductors shall be as specified on the plans. C. Loop detector lead-in cable shall conform to the requirements of IMSA 50-2, latest revision thereof. D. Detector loop wire shall conform to the requirements of IMSA 51-5, latest revision thereof. The encasing tube shall be polyvinyl chloride. Detector loop sealant in pavement saw cuts and holes shall be a flexible embedding sealer. E. Connectors shall be either insulated spring steel connectors or insulated set screw connectors. The spring shall have sharp edges; round edges will not be approved. The set screw connectors shall be ideal, eerie, 30 200. 149lu, Catalog Ne !0 348del SS 2 ov approved equal. Connectors shall be approved by the ENGINEER prior to incorporation in the Work. F. Communication and Interconnect Cable (For Underground Installation) 1. Fiber Optic Cable shall be 1 hybrid cable with 12strands of Multi -model 12 strands of single -mode 2. Jacket. The overall jacket shall be made of virgin, black, low density, high molecular weight polyethylene. G. Self -Supporting (Figure 8) Communication Cable 1. Self -Supporting (Figure 8) communication cable shall meet all requirements of Paragraph 2.0117 for communication and interconnect cable except that the cable assembly is not required to be packed with petroleum jelly. 2. Self -Supporting (Figure 8) communication cable shall contain a messenger cable made of extra high strength, ''A inch, 7 strand, Class A galvanized, steel of 6600 pound breaking strength. H. Tracer wire shall be a #10 AWG wire single conductor. stranded copper, Type THHN, with UL approval and orange jacket. 1. Ground rods shall be high strength steel rods with chemically bonded copper coverings to provide high conductivity and to prevent electrolytic action. Rods shall be full length as shown on the plans and shall have a nominal diameter of five-eighths inch unless otherwise specified. Ground rods shall conform to the requirements of IMSA specificatio"o. 62- 1956. s- r. a J. All ground wires shall be 46 AWG, bare, solid annealed copper wire :ti6ts dll erwisp, specified on the plans. K. All electrical equipment shall conform to the standards of the Naft" ricak-11 Manufacturers Association (NEMA). All Work shall conform with the regm ment f the National Electrical Code. All miscellaneous electrical equipment shall be apllfPW 1. 112327-1 02890-3 March 15, 2004 L. Circuit breakers shall conform to manufacturer's requirements. M. Video Traffic Detection System: Iteris system is preferable 1. Cameras shall have color video. 2. As an option, programming the system shall be available with the computer. Using a RS-232 communication link, the following capabilities shall be available as a minimum: a. continuous or single video snapshots. The user shall be able to select both the resolution and quality of the image. b. Remote detection zone setttp. c. Detector Pile upload ldotvnload d. Abil iry to store the snapshot image. e. Security Protection to Prevent L.nauthorized Remote Access. 3. fhe system shall detect vehicles in real time as they gavel across each detector zone. 4. ,...,The system shall have an RS-232 port for communications with an external _t compute'.The system shall be Ethernet ready. he system shall accept new detector patterns from an external computer through the -RS-232 pots when that computer uses the correct communications protocol for 15 t—.. kms: downloading detector patterns. 6r�^The system shall send its detector patterns to an external computer through the RS 232 =fort when requested when that computer uses the correct communications protocol for uploading detector patterns. T Up to 144 detection zones shall be supported and each detection zone can be sized to suit the site and the desired vehicle detection region. S. Detection zones rmay be ANDed or ORed together to indicate vehicle presence on a single detector output channel. 9. When a vehicle is detected crossing a detection zone, the detection zone will flash a symbol on the video overlay display to confirm the detection of the vehicle. 10. Detection shall be at least 99% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (eg. rain, snow, or fog) which reduce visibility. Detection accuracy is dependent upon camera placement, camera quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to camera location or quality. 11. The system shall provide 32 channels of detectionthrough either a NEMA TS port or a NEiNL% TS2 port. 12. The system shall provide dynnamic zone reconfiguration (DZR) to enable normal director operation of existing zones except the one being added or modified during the setup process. The system shall output a constant call on am detection channel corresponding to a zone being modified. 13. Detection zones shall be directional to reduce false detections from objects traveling in directions other than the desired direction of travel in the detection arca 14. The system shall process the video input from each camera at 30 frames per second. 15. The system shall output a constant call for each enabled detector output channel if a loss of video signal occurs. The system shall output a constant call during the back=ground learning period. 16. The system shall operate satisfactorilyin a temperate range from —34 C to +74 C and a humidity range from 00/cRII to 95%RH, non-condensing as set forth in NEMA specifications. 112327-1 02890-4 March 15, 2004 17. The system shall include an RS -232 port or serial communications with a remote computer. This port shall be a 9 pin female "D" subminiature connector on the front of the system. The system shall have Ethernet card, ie, (edge connect). 18. The system shall include a ports for transmitting TSI and TS2 detections to a traffic controller. The TS1 port shall be a 37 pin female "D" connector on the front of the system. The TS2 port shall be a 15 pin female "D" connector on the front of the system. 19. The video inputs to the system shall include transient voltage suppression and isolation. Amplification that shall assure the 1 volt peak to peak video signal integrity is maintained despite vide cabling losses and externally induced transients. The amplifier shall have a minimum common mode rejection at 60 Hz of 90 dB. 20. The system enclosure shall be bonded to a good earth ground. 21. The font face of the system shall contain indications to enable the user to view real time detections for up to 8 detector output channels at a time. 22. The video cameras used for traffic detection shall be furnished by the system supplier and shall be qualified by the supplier to ensure proper video detection system operation. 23. The camera shall produce a useable video image of the bodies of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from night time to day time, but not less than the range 0.1 lux to 10.000 lux. 24. The camera shall include auto -iris control based upon average scene luminance and shall be equipped with an auto -iris lens. 25. The camera shall include a variable focal length lens with variable focus that can be adjusted, without opening up the camera housing, to suit the site geometry. 26. 'fhe camera electronics shall include AGC to produce a satisfactory image at night. 27. The camera shall be housed in an environmentally sealed enclosure pressurized with dry gas to minimize the formation of condensate and extend the life of the camera and lens. The housing shall be field rotatable to allow proper alignment between the camera and the traveled road surface. 28. The camera enclosure shall be equipped with a sun shield. The sunshield shall include a provision for water diversion to prevent water from flowing in the cameras field of view. The camera enclosure with sunshield shall be less than 6" diameter, less than 26" long, and shall weigh less than 12 pounds when the camera and lens are mounted inside the enclosure. 29. The camera enclosure shall include a therrnostatically controlled heater to assure proper operation of the lens iris at low temperatures and prevent moisture condensation on the optical faceplate of the enclosure. 30. When mounted outdoors in the enclosure, the carnera shall operate satisfactorily in a temperate range from —34/C to +55/C and a humidity range from 0% RH to 100°/% RH. N. Pan -Tilt -Zoom Camera shall be installed. Must work with the current "Axis system". 2.02 - Conduit A. Galvanized rigid steel conduit (R.S.) shall meet the requirements of ANSI Standard Specification C 80. 1, latest revision. The number and size of conduits shall be as called for on the plans. Conduit shall be of standard length with each length bearing the UL roved label. w B. Polyvinyl Chloride (PVC) conduit shall be Schedule 80. Conduit shall be of `i attidaraengtl� with each length bearing the UL approved label. 112327-1 —Of 02890-5 PAarch 15', 2004 n- - em7 rn C. Conduit fittings shall conform to the requirements of ANSI Standard Specification C 80.4, latest revision. All fittings used with rigid steel conduit shall be galvanized steel. Fittings of aluminum or zinc alloys are not acceptable. D. Unless otherwise specified. all conduit used for the electrical system shall be galvanized rigid steel having the Underwriters Laboratories approval. E. Conduit couplers shall be threaded -type. 2.03 - Concrete Bases and Handholes A. Concrete for bases shall be Class "C" structural concrete, C-4 mix. B. Reinforcement for bases shall meet the requirements of Section 2404 of the ]DOT Standard Specifications for Highway and Bridge Construction, Current Series. C. Plastic loop handholes shall be Pencell PE -10, FiberProTek FC1800, Strongwell(Quazite) PT/LT, or an approved equal. D. Precast concrete handholes shall be placed on course aggregate base, Iowa DOT Specification 4109, Gradation No. 5. E. Lid for precast concrete handhole shall be cast-iron. Cover shall be Type `C' (checkered top), with minimum weight 165 pounds. N'[anufacturer's name and "TRAFFIC SIGNALS" lettering shall be cast on top of the cover F. Precast concrete pipe used in constructing handhole shall be Type 2000-D. G. Handhole cable hooks shall be galvanized according to ASTNI A 153. 2,04 - Pole and 31ast Arm Assembly —A. General ,1 'r The mast arms, support poles. and luminaire arms shall be continuous tapered, round or s -octagon steel poles of the anchor base type. The poles and mast anus shall be a minimum of 7 gauge fabricated from one length of steel sheet with one continuous are _c:,VveIded vertical scant, unless otherwise approved by the ENGINEER. The poles and nast arms shall be fabricated from corrosion resistant steel meeting requirements of # -.ASTM A595, Grade C, and A606, Type 4 sheets (with minimum chemical requirements of A588, Grade D), and the base and flange plates shall be fabricated from A588 structural steel. After manufacture, poles and mast arms shall have a minimum yield strength of 48,000 p.s.i. The base plate shall be attached to the lower end of the shaft by a continuous are weld on both the inside and outside of the shaft. It may be permissible to fabricate poles and mast arms by w°elding two sections together. The method used for connecting the sections shall result in a smooth joint and shall be factory welded as follows: a. All longitudinal butt welds, except within one foot of a transverse butt -welded joint, shall have a minimum 60 percent penetration for plates 3B inch and less in thickness, and a minimum of 80 percent penetration for plates over 3.18 inch thickness. b. All longitudinal butt welds on poles and arms witbin one foot of a transverse butt - welded joint shall have 100 percent penetration. c. All transverse butt welds for connecting sections shall have 100 percent penetration achieved by back-up ring or bar. d. All transverse butt welds and all specified 100 -percent -penetration longitudinal butt welds on poles and mast arms shall be examined 100 percent by ultrasonic inspection according to the requirements of AWS D1-1.80. Welding, fabrication, and inspection shall conform to the Iowa Department of Transportation Supplemental Specification for Structural Steel, a separate Specification. 112327-1 02890-6 March 15, 2004 Personnel performing nondestructive testing shall be qualified in accordance with the American Society for Nondestructive Testing Recommended Practice No. SNT-TC-lA and applicable Supplements B (Magnetic Paricle) and C (Ultrasonic). Evidence shall be presented for approval of the ENGINEER, concerning their qualifications. A report shall he required showing that welds have been inspected and either found satisfactory or found unsatisfactory but repaired and reinspected and found satisfactory. The cost of all nondestructive testing shall be paid by the supplier and wili be considered incidental. 2. Pole manufacturers shall certify that only certified welding operators in accordance with Iowa Department of Transportation Supplemental Specification for Structural Steel were used. The welding consumables used shall be in accordance with the approved list furnished by the Iowa Department of Transportation. B. Mast Arms 1. The mast arms shall be designed in accordance with the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals and designed to support traffic signals and/or signs as shown on the attached tabulation. They shall be certified by the Fabricator that the mast arms are capable of withstanding winds up to 100 miles per hour without failure. The length of the mast arms shall be as specified on the Schedule of Prices. 2. When loaded with the signals and signs the mast arms shall have a slight rise. Unloaded the maximum angle between the mast arm and horizontal shall be 4 degrees, unless approved by the ENGINEER. C. Poles 1. The pole shall be designed to support the mast atm so when it is equipped with the traffic signals and/or signs it will provide a minimum of 15.0 feet and a maximum of 19.0 feet clearance from the street surface to the bottom of the signal heads or signs. 2. The pole shall be equipped with two reinforced handholes with covers (4"x(i-1/2" minimum). One handhole shall be located 18 inches above the base and 180 degrees with respect to the mast arm. The second handhole shall be located directly opposite the traffic signal mast arm. Securing the cover to the pole shall be done with the use of simple tools. 3. A lug shall be provided in the pole base near the handhole to permit connection of a 46 AWG grounding wire. D. Signal Pole and Mast Arm Loading Traffic signal poles and mast arms shall be fabricated according to the standard Specifications assuming the following signal head and signing loads: a. Maxhnum Loading for Arens 36 to 47 Feet Long 5 -section head on end, 24"x30" sign centered 2 ft. inboard, 3 -section head 12 ft. inboard, 3 -section head 24 ft. inboard, 18"x60' metro sign centered 28 ft. inboard, 2 3 -section pole mounted heads, 2 2 -section pole mounted pedestrian heads, luminaire, 6" backplates on all signal heads. b. Maximum Loading for Arms greater than 47 Feet Long 5 -section head on end, 24"x30" sign centered 2 ft. inboard. 3 -section head 12 ft. inboard, 24"00" sign centered 14 ft. inboard, 3 -section head 24- ft. inFaoard, 3- section head 36 ft. inboard, 18"x60" metro sign centered 28 ft. inbo'a:4, 2 8_ectioft-- v pole mounted heads, 2 2 -section pole mounted pedestrian heads3madlZure. C�';°;m,,� backplates on all signal heads. t) -C —..i c -d li7 Z- ; a E. Pole and Mast Ann Mounted Sigos 112327-1 02890-7 7 March 15; 2004 1. The CONTRACTOR shall furnish and install all mast arm mounted and pole mounted signs shown on the traffic signal plans. All signs shall confirm to the Nlanual on Uniform Traffic Control Devices. Prior to fabricating the street name signs, the CONTRACTOR shall submit Shop Drawings to the ENGINEER for review, detailing the legend, sign dimensions. and sign colors, and materials. Street name signs shall use Clcarview font with the first letter being upper case and the others being lower case. 2. Sign mounting ma} be either a manufactured mounting bracket from a vendor or support bracketry assembled by the CONTRACTOR. All steel support bracketry shall be galvanized and the banding shall be stainless steel. Either method shall hold the sign firmly in place in winds up to 100 mph. The above 'Work shall include furnishing and installing all necessary signs, mounting brackets.. stainless steel banding, and miscellaneous hardware to complete the sign installation in place. 3. A J -hook wire support shall be provided 6" to 12" above and 90 degrees with respect to the opening for each mast arm and luminaire atm. The J -hook shall be a curved 3/8" F diameter steel bar. F, Fiirish 1 :=Where called for on the plans, the poles and mast arms shall be veeathering steel. x 2j;% Where called for on the plans, the poles and mast arms shall be galvanized steel per the w' -Following: A{ a. Surface Preparation i Steel plates shall be blast cleaned as necessary to remove rolled -in mill scale, impurities, and non-metallic foreign materials. After assembly, all weld flux shall v be removed. The iron or steel shall be degreased by immersion in caustic solution, pickled by immersion in sulfuric acid, and rinsed clean from amresidual effects of the caustic or acid solutions by immersion in a fi-esh water bath_' Final preparation shall be done by immersion in a concentrated zinc ammonium chloride flus: solution with an acidity maintained between 4.5-5.0 pH. The assembly shal I then be air dried to remove any moisture remaining in the flux coat and 'or trapped within the product. b. Zinc Coating The assemblies shall be hot -dipped galvanized to the requirements of either ASTM A123 (fabricated products) or ASTM A153 (hardware items) by immersion in a molten bath of prime western grade zinc maintained bemeen 810-850 degrees Fahrenheit. Maximum aluminum content of the path shall be controlled to 0.01% and Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the assemblies to assure a debris free from coatine. 3. Where called for on the plans, the poles and mast anus shall be powder coated over galvanized per the folloNsing: a. Surface Preparation Steel plates shall be blast cleaned as neecssaiti to remove rolled -in mill scale, impurities, and non-metallic foreign materials. After assembly, all Nveld flux shall be removed. The iron or steel shall be degreased by immersion in caustic solution, pickled by bmnersion in sulfuric acid. and rinsed clean from any residual effects of the caustic or acid solutions by immersion in a fresh water bath. Final preparation shall be done by immersion in a concentrated zinc ammonium chloride flux solution with an acidity maintained behceen 4.5-5.0 pH. The 112327-1 02890-8 March 15, 2004 assembly shall then be air dried to remove any moisture remaining in the flux coat and/or trapped within the product. b. Zinc Coating The assemblies shall be hot -dipped galvanized to the requirements of either ASTM A123 (fabricated products) or ASTM A153 (,hardware items) by immersion in a molten bath of prime western grade zinc maintained between 810-850 degrees Fahrenheit. Maximum aluminum content of the path shall be controlled to 0.01% and Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the assemblies to assure a debris free coating. c. Top Coat All galvanized exterior surfaces visually exposed shall be coated with a Urethane or Triglycidyl Isocyanurate Polyester Powder to minimum film thickness of 2.0 mils. The coating is to be electrostatically applied and cured in an oven by heating the steel substrate to between 350 and 400 degrees Fahrenheit. d. Color The finished color shall be a Green closely matching other poles in use in the City which are Valmont's Green pitts 74-gf75. e. Packaging All parts shall be packaged, wrapped, or cradled in a manner which will insure arrival at the destination without damage to the surface. G. Hardware 1. The mast arms and poles shall be equipped with all necessary hardware, shims and anchor bolts to provide for a complete installation without additional parts. 2. The anchor bolts shall meet the requirements of ASTM A36 or approved equal. J. Bolts attaching the aims to the pole shall meet the requirements of ASTM A325 or approved equal. 4. The anchor bolts shall be hot dip galvanized for a minimum of 12 inches on the threaded end. The anchor bolts shall be threaded a minimum of 6 inches at one end and have a 4 inch long 90 degree bend at the other end. The Fabricator shall submit drawings for the anchor bolts and base plate design. All hardware shall be steel, hot dipped galvanized meeting the requirements of ASTM A153, Class D, or shall have -,in electrodeposited coating of the same coating thickness, and so designed for this purpose. 5. Anchor bolt covers, pole top covers, and mast arm end covers shall be gray cast iron castings conforming to ASTM Designation: A48 Class 30. Items supplied with weathering steel poles shall be painted to match the weathering steel poles. Items supplied with powder coated galvanized poles shall be powder coated to match the poles. H. Luminaire Extension 1. All mast arm assemblies will require luminaire extensions as noted in the plans. The pole for the luminaire extension shall provide a continuous shaft as required for the mast arm. 2. The pole for the luminaire extension shall be vertical. unless approved by the ENGINEER. Luminaire ann shall be a single curved arm, unless otherwise notes on the plans. 3 r S 3. The end of the luminaire arm shall provide a 30 -ft. luminaire mounti` ighunles,, otherwise noted on the plans. _4cn d 112327-1 rte, 02890-9 y March 15}"2004 2.05 - Signals A. General 1. The signal heads shall be complete with all fittings and brackets for a complete installation. Each signal shall consist of a main body assembly, optical units, necessary screws, wing nuts, eyebolts, etc., and shall be delivered completely assembled. All hardware including hinge pins, wing nuts, eye bolts or latch bolts shall be made of a solid non -corrosive metallic material to prevent seizure or corrosion by the elements. Each signal shall be smooth both inside and outside and shall contain no sharp fins or projections of any kind. The doors and visors shall be flat black. All metal parts shall be painted with one coat of primer and two coats of a high grade Federal Black enamel. All parts of the vehicle signals shall be in compliance with the last ITE Report on Adjustable Face Vehicle Traffic Control Signal Heads. 2. 'the electrical and optical system of the signal head shall be designed to operate on 115 volt, single phase, 60 Hertz alternating current. 3. All exterior surfaces shall be black. 4. rMain Body .Assembly of the signal unit shall consist of one or more polycarbonate F-�cfons have integral cast serrations so when assembled with the proper brackets they n4ay be adj Listed in increments and locked securehto prevent moving. The sections t 0-'s[+all be designed so that when assembled they interlock with one another. All joints w-ttZtween sections shall be waterproof. The sections shall be held firmly together by 'fecknuts or other means approved by the ENGINEER. Any open end on an assembled =Sinal face housing shat I be plugged with an ornament cap and gasket. S. Doors and Optical Units a. The doors shall be made of polycarbonate. Each door shall be of the hinged type and shall beheld closed by a wing nut or other approved means. The hinge pins shall be designed so that the doors may be easily removed and reinstalled without the use of special toois. Each door shall have a polycarbonate visor designed to shield each lens. The inside of each visor shall be flat black. b. The optical system shall be so designed as to prevent any objectionable reflection of sunrays even at times of the day when the sun may shine direeth into the tens. When the door of the opticaltmit is closed, all joints in the assembly between the interior and exterior of the reflector shall be closed against suitable gaskets in order that the units may be dust tight. Between the door and the lens. there shall be a neoprene gasket securely fastened around the outer surface of the lens. Said gasket to be engaged by the rim of the reflector holder when the door is closed to render the union between the reflector holder and the door assembly dust tight. c. The reflector shall be parabolic in design and made a specular Alzak aluminum. d. The reflector holder shall be of non-ferrous or rust proofed metal and designed to separately support the reflector and socket in proper relation to the lens. The reflector holder shall be hinged to the left-hand side of the signal body when viewed from the front. On the right-hand side, the reflector holder shall be held in place by a spring catch or other quickly releasable means. e. Both the hinge device and the spring catch or equivalent shall be of a flexible nature which will permit the reflector holder to be pushed inwardly for at least one - sixteenth of an inch and to align itself correctly with the lens when the door of the optical unit is closed and pressed against the rim of the reflector holder. By such [Weans. the joint between the reflector holder and the lens shall be rendered dust - tight. It shall not be necessary to remove any screws or nuts in order to swing the reflector holder out of the body section to obtain access to the light socket. 112327-1 02890-10 March 15, 2004 f. The socket shall be arranged with a lamp grip so it will be impossible for the lamp to be loosened by vibration. 6. The wire entrance fitting shall be made of malleable iron or other approved material equipped with a standard 1-1/2" pipe fitting for attachment to the signal head. It shall be provided with weatherproofing means so that when it is attached to the top of the signal a weatherproof assembly results. Positive locking means shall be provided so that the signal cannot loosen from the fitting. The fitting shall be provided with an insulation bushing at the point where wires enter. The fitting shall be provided with self-locking features to prevent the signal head from turning out of directional adjustment in a strong wind. It shall be painted in color to match that of the signal. B. Vehicle Signals 1. In addition to meeting the requirements of Section A., Vehicle Signals shall meet the following requirements: a. All signal indications shall use Light Emitting Diode (LED) Vehicle Signal Modules. All lenses shall be prismatic and long range. The lenses shall be 12 inches in diameter. All lenses shall be made of vandal resistant polycarbonate or acrylic plastic free from bubbles and flaws. The lenses shah meet the light transmittivity and chromaticity standards established by the ITE Standard for Adjustable Face Vehicle Traffic Control Signal Heads. b. Visors shall be of the tunnel type not less than tight inches in length and shall be designed in a manner such that the visor may be easily installed or removed from the signal head. c. A terminal block shall be mounted in the back of the second section of the signal head. The terminal blocks shall be secured at both ends. d. Signals shall be shipped completely assembled with tunnel visors attached to the signal door. C. Pedestrian Signals 1. In addition to meeting the requirements of Section A., Pedestrian Signals shall meet the following requirements: a. Pedestrian signals shall consist of two signal sections with rectangular lenses and mounting attachments. The upper section shall display a `'Hand/Man" symbol and shall display a "count down tinier" symbol. The lower section shall be a count down timer. The two sections shall be of such design and construction as to fit rigidly and securely together with or without a spacer. No spacer shall be more than '/z inch thick. The signals shall operate with LED. b. The lenses shall be either sanded or prismatic lenses. The lenses shall be made of vandal resistant polycarbonate or acrylic plastic. The symbols on these lenses shall be at least 12 inches high and shall be designed to produce a maximum visibility both day and night. The Walk symbol shall be White LED modules and the Don't Walk symbol shall be Portland Orange LED. Both messages shall be screened on the lenses with a material which will not crack or peel. The background or field around both messages shall be black. c. Each signal lens shall be equipped Nmith a visor not less than seven inches in length, which encloses the top and both sides of the lens. D. Optically Limiting Signal Heads 1. Optically limiting signal heads shall meet all of the applicable requirmients ofsectionIT A through Section B except as hereafter provided: -"= C= _i a. Optically limiting signal heads shall permit the visibility zone of thnjftdicaeien to he— determined optically. The field of light coverage vertically- 4aterally, an�L- 112327-1 r d 02890-11 �Warch I'S 2004 P longitudinally shall be controllable within one degree of any axis, without the use of tunnel visors or louvers. The projected signal indication shall be visible or -selectively veiled an%whetc within 15 del,rees of the optical axis. b. I he signal section shall be provided with a rigid connection that permits tilting from at least nine degrees above to nine de_nrees belott° the horizontal while maintaining a common vertical line through couplers and conduit. Head assemblies shall be adaptable for mounting on conventional mounting fixtures or in combination with conventional sigmal sections. The signal section shall be capable of mounting and servicing Faith ordinary tools. c. The optical system shall include 120 volts, 1?0 watt, three prong scaled beam lamp Naith an average rated life of 6,000 hours with an integral reflector, and optical limiter-di$hser, an objective lens, and optical masking tape. i. The optical limiter -diffuser combination shall provide an imaging surface, at focus an the optical axis for objects 900 to 1.200 feet distance, and permit an t, cs effective veiling system to be selectively applied as determined b} the desired C �. visibility zone. The optical limiter shall be composed of heat resistant glass F s and provided with positive indexing means. ii. The objective lens shalt be a high resolution, planar incremental lens hermetically sealed with a flat laminate of weather resistant acrylic plastic. the visible signal indication shall be at least 10-314 inches in diameter for circular indications. and the visible arroNN indication shall conform to the requirctnents of the htstitute of Transportation Engineer's Standards. d. A voltage reducer shall be supplied to provide dimming of all the optically lirniting signal lamps as the ambient light intensitc drops below' approximately three-foot candles. e. Each signal housing shall he constructed of die-cast aluminum conforming to the Institute of Transportation Engineer's alloy and tensile requirements and 'shall have a chromate preparatory treatment. The exterior of the signal -housing, lamp housing and mounting flange shall be finished with a high quality baked enamel prime and finished painted flat black. The lens holder and interior of the signal housing shalt be opticatly flat black. f. Each signal lens shall he equipped with a visor, which encloses the top and both sides of the Iona The interior and exterior color shall be optical black. E. ylountingAssemblics 1. Mounting assemblies shall consist of 1-1!2 inch standard pipe and fittings. All members shall be so fabricated such that they provide plumb, s}rnmctrical arrangement, and securcly fabricated assemblies. Construction shall be such that all conductors are concealed within assemblies. Cable guides shall be used to support and protect conductors entering assembbthrough poles. All threads shall be coated with rust preventive paint daring assembly. 2. Support brackets, trunnions, and fittings shall be made of cast aluminum, steel. or cast iron. Bracket pars except for stainless steel parts shall be given one prime coat of metal primer and neo coats of high qualit} Black exterior enamel. 3. Mounting assemblies shall be wwatertight and all open segments of the fittings shall be plugged with an ornamental plug and a gasket. 4. �\Iast arm mounting brackets shall be furnished with a completely adjustable stainless steel strap around arm, malleable clamp casting, vertical support tube, top and bottom signal head support with set screws.. bolts, hole with rubber grommet in mast arm, and all incidentals necessary for complete installation. 112327-1 02890-12 March 15, 2004 5. Brackets for mounting the signal head on top of a pedestal shall provide support for both the top and bottom of the signal head. F. Each signal shall be packed or crated separate and complete by itself. The outside of each package or crate shall clearly show the manufacturer, type, catalog number, Purchaser purchase order number and project. Mounting attachments may be shipped separate from the signals, but the boxes or crates shall be marked clearly with the same information as the signals. Mounting attachments of different types shall not be mixed in one box or crate. 2.05.1— Traffic Signal LED's A. LED Vehicle Signal Module A. LED Vehicle Traffic Signal Modules shall comply with the latest revision of the "Equipment and Material Standards of the Institute of Transportation Engineers: Chapter 2a: VTCSH Part 2: Light Emitting Diode (LED) Vehicle Signal ModUles (interim)" Note the following • "Section 5.5 Dimming (Optional)" is not required. • "Section 5.8 Failed State Impedance (Optional)" is required. • Compliance with all other sections of this standard is required. 2.05.2 - Backplates A. Backplates shall be 0.125 inch thick thermoplastic and provide a minimum of a 5 inch black field around the assembly. Corners of the backplates shall be rounded with a 2Y2 -inch radius. B. Backplates shall be supplied with attaching bolts or screws in sufficient quantity to securely hold the backplates to the signal heads. 2.05.3 — Aluminum traffic Signal Pedestal A. The pedestal shaft shall be fabricated of aluminum tubing with a wall thickness of not less than 0.125 inches. Shaft shall have a brushed aluminum finish. B. The shaft shall be attached to a square cast -aluminum base with a handhole. The size of the handhole shall be at least 8'/2 inches by 8V2 inches and equipped with a cover, which can be securely fastened to the base with the use of simple tools. A lug shall be provided near the handhole to permit connection of a #6 AWG grounding wire. C. The length of the pedestal, from the bottom of the base to the top of the shaft, shall be 10 feet. The lop of the shaft shall have an outer diameter of 4Y2 inches and shall be designed to receive a pole top mounting bracket to a traffic signal. D. Pedestals shall be equipped with all necessary hardware, shims and anchor bolts to provide for a complete installation without additional parts. E. The pedestal base shall be designed to mount on four '/-inch anchor bolts spaced evenly around a 123/ -inch diameter bolt circle. 2.05.4 — Pedestrian Push Batton Detectors A. Pedestrian push button detectors shall be of the direct push without levers, handles or toggle switches. Buttons shall be ADA approved, ( ie, EN2 - Ez communicator Navigator 2 wire push button station ). The City of Iowa City shall provide custom voice message detail sheet. Push button detectors shall be quality Yellow exterior enamel. 2.06 - Controllers A. General Design Requirements Purpose. It design and specification. is the purpose of Section A of these specifications to set forth minimum functional requirements for all actuated controllers includZ in this 2. Electrical Requirement r 112327-1 02890-13 t Prcft_niZ, 20[J-4,. C- a. Power I. Nominal Voltage and Current. The controller shall be designed to operate from a nominal 120 volt alternating current, 60 hertz power source. Voltage and Current Ranges. The controller shall operate satisfactorily taithin a voltage range of 95 to 135 volts alternating current and a frequency range of 57 to 63 hertz. b. Controller Connections, NT IA Connection Requirement. The controller shall contain a circular twist lock type connector meeting the requirements of Part 3, Section TS 1-3.05 "Pin Connections", paragraph A. NEMA Traffic Control Svstents Standard TS1-1983. c. Overcurrent Protection. The controller shall contain a front panel mounted AC power input fuse of suitable size to provide over -current protection. d. Automatic Reorientation. in the event of a power interruption, the controller shall be capable of automatic reorientation upon power resumption and shall require no manual initiation or switching. P ti J,.'--'Constancy of Intervals. kTininmm Requirements. The length of any interval or timing 'setting shall not change by more than +-100 milliseconds from its set value, so Iona as y Xlie voltage and frequency of the power supply and the ambient temperature inside the aontroller cabinet remain within the tolerances specified in these specifications. t".hnter�al Sequence ' General. The controller shall provide the proper intervals and interval sequence as required in the following section of these specifications. L Required Interval Sequence. The phase and interval sequence shall be programmable to provide from two through eight phase dual ring operation with 4 overlaps as described in the latest revision of the NEN'IA Standards for traffic control systents. c. Skipping of Actuated Phases. If, prior to the end of the green interval of the terminating phase, neither vehicle nor pedestrian memore indicates a need for the next traffic phase, the intervals which comprise that phase shall be omitted from the interval sequence. However. once the green interval has been terminated, the phase causing the termination may not be omitted. This does not, however. preclude the use of recall switches which when in the "on" position, shall cause the phase to be displayed even though no detector actuations have been received. 5. Interval Setting and Functions a. Provision for Setting. The controller shall provide for the setting of each interval, portion of interval, or function by means of a positive setting on a keyboard. i. Keyboard entry shall have a user friendly interface such that in every case the meaning of a number being displayed shall be clearly evident without reference to the sequence of key strokes preceding the display and without reference to a manual or instruction sheet. The method of finding current data and of changing data shall be intuitive to the extent that little or no training is required and keystroke sequences do not need to be memorized except for security access codes. b. Location of Controls. The interval and function controls shall be located on the front of the controller and shall be properly designated as to the function each control performs. t12327-1 02890-14 March 15, 2004 c. Required intervals/Functions and Ranges. The required intervals, portions of intervals, and functions for each phase of operation are listed in Table 1. TABLE 1 Functions and Timing to be Provided On Each Phase of Operation Minimum Initial Maximum Initial * Added initial Per Actuation Passage Time Minimum Gap Time To Reduce to Minimum Gap Time Before Reduction Time Before Reduction Maximum 1 Minimum Range Sec. 1-99 0-99 0-9 0-9 diode indications or approved equal shall be 0-9 labeled on the controller to facilitate the 0-9 and termination of the intervals. and r ctions 0-99 shall include but not necessarily be-djmi t�cd to the r 0-99 `l f- 1-99 Maximum 2 1 —99 Yellow Change 0-9 Red Clearance 0-9 Walk 0-99 Pedestrian Clearance 0-99 Red Revert (One Per Controller) 3-9 * Maximum Initial may have fixed value of 30 Sec. Increment (;Sec.) 1.0 1.0 0.1 0.1 0.1 0.1 1.0 1.0 1.0 1.0 0.1 0.1 1.0 1.0 1.0 d. Interval and Function Indication i. Indication. Long life light emitting diode indications or approved equal shall be provided and appropriately labeled on the controller to facilitate the determination of operation and termination of the intervals. and r ctions contained therein. Indication shall include but not necessarily be-djmi t�cd to the r following: `l f- .Phase(s)next Dwell -t C3 �-o m .Phase(s) in service Walk -'r .Initial interval Ped clear ' { .Vehicle interval Force off .Yellow change interval Hold .Maximum termination Red clearance .Gap termination ii. Call Indication. Indication shall be provided on the controller to display presence of vehicle call including memory and detector actuations and presence of a pedestrian call when pedestrian timing functions are included. e. Vehicle Recall Switch(s). A recall switch shall be provided for each actuated vehicle phase which, when asserted, shall cause the automatic return of the right-of- way to that phase in accordance with the specified interval sequence. f. Maximum Recall Switch(s). The recall switch(s) shall provide a maximum recall position which when asserted for a phase, shall cause the automatic return of the 112327-1 02890-15 March 15, 2004 right-of-wav to that phase for the duration of the maximum green interval in accordance with the specified interval sequence. g. Vehicle Detector Non -Look Memory Switch(s). A switch shall be provided for each actuated vehicle phase which, when placed in the non -lock position, shall cause the vehicle detector memon circuit for that phase to be disabled. It. Pedestrian Recall Switch(s). A recall switch shall be provided for each actuated phase that includes pedestrian interval timing function, which when asserted, shall cause the automatic return of the controller to that phase and related pedestrian interval(s). ti.. i. Flashing of Pedestrian Clearance Interval Functions. Means shall be provided to control the flashing of pedestrian signals during the pedestrian clearance interval(s). 6 ,signal Circuits. a r r 4a General. The controller shall he provided with suitable load switches, external to the controller, for closing and opening signal light circuits. Such shall be sufficient -_ in quantity to provide the interval sequence as described in Subsection A.4.2 of this .r =� specification. Solid state load switches will be required for solid state controllers. b_ Closing and Opening of Circuits!Minimum Capacit\. The closing or opening of signal circuits shall be positive without objectionable dark intervals, flickering of lights, or conflicting signal indications. Each switch shall have a capacity of not less than 10 amperes of incandescent lamp load at 120 volts AC. c. NEN/VA Triple Signal Load Switch(s). External jack mounted load switches shall be provided in accordance with Part 5, "Solid -State Load Switches", Sec. TS 1-5.01, NEMA Traffic Control Systems Standards, TSI -1983. 7. MNIU Nlinimum Requirements. For actuated controllers of solid state design and construction or actuated controllers utilizing solid state load switches, a separate external signal monitoring device shall be provided to monitor the occurrence of conflicting Green or Walk indications and shall cause the signals to go into flashing operation should such conflicts be sensed. This shall conform to Part 6, NEMA TSI - 1983. The monitor shall have an LCD Screen and Ethernet Pott. 8. Flashing of Signals a. Minimum Requirements. Means external to the controller shall be provided to permit the substitution of flashing signal indications for the normal specified interval sequence. The indications to be flashed shall be as specified here or in the included interval sequence chart on the plans.All signals shall flash red. i. Flashing Rate. Flashing shall be at the rate of not less than 50 nor more than 60 flashes per minute with approximately 50% on and 509% off periods. Flashing rate shall not vary so long as the power source remains tmithin the specified limits. ii. Capacity. The operation of the flashing circuit shall be accomplished in such a maturer as to avoid undue pitting or burning or other damage to load switches at 10 amperes of tungsten lamp load at 120 volts, 60 hertz AC for 50 million times. b. Control of Flasher Nlode. i. Police panel switch. Operation of flash mode from police panel shall put operation of controller into Stop Time Mode. ii. Inside switch. An "auto -off -flash" mode switch shall be provided inside cabinet. 112327-1 02890-16 March 15, 2004 c. Flashing of Vehicular Signals. Flashing of vehicular signal indications shall be obtained from one or more flashers, each of which is a self-contained device designed to plug into a panel in the controller cabinet. If the flashing is provided by two flashers, they shall be wired to assure that the flashing of all lenses on the same approach is simultaneous. d. Flashing of Pedestrian Signals (Pedestrian Clearance). When pedestrian interval timing functions are included, means shall be provided to permit flashing of the DON'T WALK pedestrian signals during the pedestrian clearance interval. e. Solid State Flasher. A solid state flasher with no contact points or moving parts shall be provided. The solid state flasher shall utilize zero point switching. This shall conform to Parl S. NEMA Traffic Control Systems Standards, TSI -1983, 9. Manual Control. a. Manual Control Enable. When specified, manual commands shall place vehicle calls and pedestrian calls (,when pedestrian tuning is included in the controller's sequence of operation) on all phases, stop controller timing in all intervals except vehicle clearances, and inhibit the operation of the external advance input during vehicle clearance. b. Operation Without Pedestrian Timing. When concurrent pedestrian timing is not provided, one actuation of the interval advance input shall advance the controller to Green rest from which it will immediately select a phase next and advance to the Yellow Vehicle Clearance, subject to the constraints of concurrent timing c. Operation With Pedestrian Timing. When concurrent pedestrian service is provided, two sequential activations of the interval advance input shall be required to advance through a Green interval, the first actuation shall terminate the WALK interval, and the second shall tertnhrate the GREEN interval including the Pedestrian Clearance Interval. d. Automatic Timing of Vehicle Change/Clearance Intervals. All Vehicle Change/Clearance Intervals shall be timed internally by the controller. Actuations of the interval advance input during Vehicle Change/Clearance intervals shall have no effect on the controller. 10. Stop Timing. Suitable input from auxiliary equipment or other external sources, shall cause cessation of controller timing during assertion of such input. Upon removal of such input assertion. the interrupted interval, which was tuning, shall resume normal timing. Provisions shall be made to insure that there is no conflict between the various inputs to this function which would result in a stop time signal for one ring affecting the condition of the other ring. 11. Coordination a. Minimum Requirements. Means shall be provided within the controller to permit its interconnection into a coordinated traffic signal system when coordinating devices are added. As a minimum, this should include the provision of Yield circuit or Hold circuit, accessible to interruption by commands external to the controller. b. Hold Feature. The controller shall contain a Hold Feature which when asserted for a particular phase shall hold that phase in a rest condition. Upon -lease f!nm thg_, Hold, the phase shall immediately advance into the appropriate cleEtral'zb in ,�tval or ' s other unexpired portion of the green, provided there is an actnatioui>orran onosing phase. 14 c. Force -Off Feature. The controller shall contain a Force -off FeatuDr'Vhich,.r,when"' asserted shall cause termination of the current phase provided that is n'n the r -D 112327-1 ' 02890-17 March 15, 2004 extension portion. In no case shall assertion of force -off cause termination in a clearance interval or during a minimum green for vehicles or pedestrians. d. NEMA Coordination Requirements. In addition to the minimum coordination requirements specified above, the controller shall contain the coordination features for the applicable configuration included in NEV1A "traffic Control Systems Standard TSI -1983. e. Closed loop Compatibility. The controller shall be filly compatible with an Eagle Signal Company computer controlled signal system. It shall allow full use of all optional functions of that computer system. ( Tactics ) 12. Environmental and Testina. Nlinimum Requirements. i. aGeneral. The controller shall maintain all of its programmed functions and t ;� timing intervals when the ambient temperature and humidity are within the -> w— specified limits of this specification. ii. Ambient Temperature. The operating ambient temperature range shall be from rix , - -30 degrees to +165 degrees F. iii. Cooling Hearing Devices. do heating or cooling devices other than standard vent fan(s) shall be required for proper operation of the controller. iv. Humidity. The controller shall be designed to operate properly within a relative huntidiry� range of 0 to 950/o up to 110 degrees F. b. NEMA Requirements. i. Environmental and Operating. The controller shall fulfill the environmental and operating requirements as described in Part 2. Section 1, "Environmental and Operating Standards", NEMA Standards TSI -1983. ii. Testing. The controller shall fulfill the testing requirements as described in Part 2, Section 3, "Test Procedures". NEMA "traffic Control Systems Standard IS1- 1983. 13, Cabinet. Basic Construction. The controller and all associated equipment shall be provided in weatherproof metal cabinet of clean-cut design and appearance. The controller cabinet must be large enough to accommodate a future master control unit (under separate contract, unless specified in the plans). Cabinet shalt have a 16 ch:mnel back panel. The cabinet must be fiber ready and video ready and Ethernet ready with 1 Comtrol Rocketlinx ES 8510 Ethernet switch with 3 100 meg GIBX's included. a. i. Construction Material. The cabinet shall be constructed of sheet or cast aluminum. ii. Door. A hinged door shall be provided permitting complete access to the interior of cabinet. When closed, the door shall fit closely to gasketing material, making the cabinet weather and dust resistant. The door shall be provided with a strong lock and key. The door shall be designed to be opened onh with the standard controller cabinet key currently used by the City of Iowa City. A sample key will be made available to the successful bidder. iii. AuxiliaryDoor. A small, hinged and gasketed "door -in -door" shall be included on the outside of the main controller door. The auxiliary door shall not allow access to the controller, its associated equipment. or exposed electrical terminals but shall allow access to a small switch panel and compartment 112327-1 02890-18 March 15, 2004 containing a signal shutdown switch, a flash control switch, and other specified functions. The auxiliary door lock shall be equipped with a strong lock utilizing keys of a different design from those provided for the main cabinet door. The auxiliary door lock shall be designed to be opened only with the standard auxiliary door key used by the City of Iowa City. A sample key will be made available to the successful bidder. iv. Door Stop. The controller cabinet door shall be provided with a stop and catch arrangement to hold the door open at angles of both 90 degrees and 180 degrees, f 10 degrees. v. Mounting Shelves. The cabinet shall contain strong mounting table(s) or sliding way(s) to accommodate the mounting of the controller and all included auxiliary equipment. The mounting facilities shall permit the controller and/or auxiliary equipment to be withdrawn from the cabinet for inspection or maintenance without breaking any electrical connections or interrupting operation of the controller. vi. Mounting Screws. Screws used for mounting shelves or other mounting purposes shall not protrude beyond the outside wall of the cabinet. vii. Outlet and Lighting. An electrical outlet shall be furnished and located in an accessible place near the front of the cabinet and each cabinet shall be provided with LED cabinet lighting mounted in the cabinet in a manner which will provide adequate light to service all parts of the cabinet interior during nighttime hours Size, Type and Mounting. i. Size. The cabinet shall be of such size to adequately house the controller, all associated electrical devices and hardware, and other auxiliary equipment herein specified. H. Mounting. The cabinet shall be arranged and equipped for concrete base mounting. Base should be flush with the ground and a riser installed. Sufficient galvanized anchor bolls, clamps, nuts, hardware, etc., as required for the specified mounting type shall be furnished with each cabinet. H. Cabinet shall have a Comtrol Rocketlinx ES8510 Ethernet switch for communication with City's Ethernet system with 3 100 meg sfp devices. b. Ventilation. Two thermostatically controlled duct fan units with a minimum rating of 100 CFM in free air shall be installed in the cabinet to provide forced air ventilation through the cabinet. The fan unit shall be mounted to the inside top of the cabinet and shall be easily removed and replaced without having to dismantle any part of the cabinet or exhaust duct system. The thermostat controlling the fans shall be manually adjustable to turn on between 90 degrees F and 150 degrees F with a differential of not more than 10 degrees F between automatic turn -on and turn-off. The fans shall intake air through filtered vents located near the bottom of the cabinet or cabinet door and exhaust it through a weather-proof, screened duct located near the top of the cabinet. Fiberglass type dry filters shall be used to cover the air intakes into the cabinet. These filters shall be easily removed and replaced and be of standard dimensions commercially g4ilable. The filters shall be provided with positive retainment on all sides t gevent:xarpage and entry of foreign matter around the edges. :C9 c. Connecting Cables, Wiring and Panels. g 112327-1 ,"wi 02890-19 March is 2004 c:o i. Connecting cables. Electrical connections from the controller (and auxiliary devices when included) to outgoing and incoming circuits shall be made in such a manner that the controller (or auxiliary device) can be replaced with a similar unit, without the necessity of disconnecting and reconnecting the individual wires leading therefrom. This can be accomplished by means of a multiple plug, a spring -connected mounting or approved equivalent arrangement. Correlation shall be made with connecting cable plug and controller jack as described in Subsection 2.2, Section A of this specification. In addition to the above. a mating plug'cable assembly shall be provided for all connectors on the controller (or auxiliary device). ii. Panels and Wiring. Each cabinet shall be furnished with suitable, easily CL> accessible wiring panel(s). All panel wiring shall be neatly arranged and fine. — a) Wiring Terminals. terminals shall be provided, as a minimum, for the w- -, c `' following: �� a= Terminal with S.E.C. cartridge fuse receptacle, fuse, power line switch or magnetic circuit breaker, with integral power line switch, for the incoming r� .� power tine. 1R' Terminal, wtfi-ised, for the neutral side of the incoming power lint. _a Terminals and bases for signal load switches, and outgoing signal field circuits. Terminals and bases for signal flasher and outgoing signal field circuits. Terminals for detector cables. Terminals for all required auxiliary equipment. Terminals for all conflict monitor inputs and outputs. I erminals for all NEMA defined inputs and outputs Terminals for all inputs and outputs defused by the controller manufacturer which may be in addition to the NENIA defined inputs and outputs. b) Clearance Between Terminals. Adequate electrical clearance shall be provided between terminals. The controller, auxiliary equipment, panel(s), terminals and other accessories shall be so arranged r+'ithin the cabinet that the%will facilitate the entrance and connection of incoming conductors. C) Signal Circuit Polarity. The outgoing signal circuits shall be of the same polarity as the line side of the power service, the common return of the same polarity as the grounded side of the power service. d) Grounding Conductor Bus. An equipment grounding conductor bus shall be provided in each cabinet. The bus shall be grounded to the cabinet in an approved manner. d. Fusing and Surge Protection. i) incoming AC Line. Suitable overcurrent protection, utilizing one of the methods described in Subsection A.13.4.2.1, shall be provided with led indicator. ii) Branch AC Circuits. Suitable overcurrent protection devices shall be provided for each of the following AC power line input circuits: 1. Controller mechanism 2. Cabinet fan 3. Conflict monitor 4. Detector amplifiers 5. Flash transfer 112327-1 02890-20 March 15. 2004 iii) Light & Outlet Fuse. A 15 ampere fuse and indicating type of fuse holder, wired in advance of the main circuit breaker for protection of the AC power input circuits to the cabinet light and the convenience duplex receptacle shall be provided.The Cabinet lighting shall be a LED type. iv) Surge Protection. High energy transient surge protection shall be provided on the incoming AC power lines in order to minimize potential controller damage. This shall be a gas discharge lightning arrestor - 200-400 volts. A second such device shall be provided on the AC power line to the controller unit. Must have LED indicator. e. Painting. The cabinet shall be natural, unfinished aluminum. All mounting attachments shall be natural, unfinished aluminum or finished with two coats of high Bade aluminum colored paint. f Plastic Envelope. A heavy-duty clear plastic envelope shall be securely attached to the inside wall of the cabinet door. Minimum dimensions shall be 11 inches wide x 14 inches deep. g. Cabinet shall have a battery back system with an automatic transfer switch. The unit shall run or flash the signals. Batteries and UPS shall be mounted in a small side exterior mount cabinet.UPS shall be Ethernet ready. 14. Guarantee. The equipment furnished shall be new, of the latest model fabricated in a first-class workmanlike manner from good quality material. The manufacturer shall replace free of charge to the purchaser any part that fails in any manner by reason of defective material or workmanship within a period of 18 months from date of shipment from the supplier's factory, but not to exceed one year from the date that the equipment was placed in operation after installation. 15. Wiring Diagrams and Documentation One documentation package shall be supplied in each controller cabinet and three additional copies will be supplied for office use. Each package will consist of the following list of items for the cabinet and load facility and for each model of controller, conflict monitor, load switch, and flasher. a) Complete schematic diagram, accurate and current for unit supplied. b) Complete physical description of unit. c) Complete installation procedure for unit. d) Specifications and assembly procedure for any attached or associated equipment required for operation. e) Complete maintenance and troubleshooting procedures. f) Warranty and guarantee on unit, if anv. g) Complete performance specifications (both electrical and mechanical) on unit. h) Complete parts list - listing full names of vendors and parts not identified by universal part numbers such as JEDEC, RETMA, or EIA. i) Pictorial of components layout on chassis or circuit boards. j) Complete stage -by -stage explanation of circuit theory and operation. B. Multi -Phase Traffic Actuated Controllers(SEPAC M52 with 3.51a firmware) 1. Purpose. It is the purpose of this section of the specifications to set forth minimum design and operating requirements for multi -phase (two through eight phase) traffic actuated traffic signal controllers. 2. General Design Requirements. The General Design Requirements in Section Wk of this specification shall apply in addition to certain design, operationat3nd fulictionalp a requirements hereinafter described. ':n y 112327-1s 02890-21 art -"' Larch 1592004 era a. NEMA Design Requirements. The controller shall be designed in accordance with the applicable requirements, included in NEMA Traffic Control System Standard TSI -198J. b. Controller Interchangeability_ Interchangeability of controllers furnished under this specifcation shall be achieved by connector plug interchangeability' as designated in Part 3. NENIA Traffic Control Systems Standard TSI -1983. c. Maximum Controller Dimensions. 'the controller shall be no more than 19 inches wide, 13 inches high and 11 inches deep. 3. Operational Requirements. a. Mode of Operation. The controller shall provide the multi -phase operation described in Subsections I and 2 of this section of the specification and shall be fuliv actuated with means of receiNing actuations on all phases. The traffic signal controller shall be capable of Volume Density operation. The controller shall have variable initial and time waiting gap reduction features. The controller shall also have dual maximum extension capabilih. Controller shall be fiber ready and Ethernet ready b. The controller shall also permit a non -actuated erode of operation on any of its phases by assertion of the vehicle recall function (or pedestrian recall function when such function is present) on the desired phase. c. Call to Von -Actuated mode. The controller shall feature an input tahich, when asserted, shall permit the selection of non -actuated mode of operation on any of its phases. ;d. Operation With Auxiliary FunetionslDevices. Be controller shall be capable of having its basic operation expanded or augmented by the addition of auxiliary functions or devices. Minimttrn Green i. Actuated Phase. The minimum green shall consist of an initial porion Only, or a separately set Minimum Green fumeti(in . If pedestrian fimctions are provided and a pedestrian actuation is reccioed, the N[ininnum Green shall consist of a WALK interval plus a Pedestrian Clearance interval. ii. lion -Actuated Phase. In the non -actuated mode of operation, the Nlinimunr G'cen on the not- actuated phase shall be equal to the values described for Actuated Phases in the preceding paragraphs or shall be equal to a separately set Nlinimum Green function. L knit Extension. 'I be actuation of a vehicle detector during the extendible portion of an actuated traffic phase having the right -of NNay shall cause the retention of right - of NNay by that traffic phase for one Unit Extension portion h-om the end of the actuation but subject to the i laximmn (extension limit). Maximum (ENtension Limit). The Nlaximutn or extension limit shall determine the maxinnrm duration of time the right-of-Nvay can be extended for a phase having successive detector actuations spaced less than a Unit Extension portion apart. h. Initiation of Maximum (Extension Limit). The thnhtg of the Ntaximum or extension limit shall commence (1) with the first actuation or other demand for right -of- Nay on a traffic phase not having the right-0f--Nvay or (2) at the beginning of the Green htterval if an actuation or other demand for richt-of- Na) has been previously registered on a traffic phase not hating the right-of-NNm or, alternatively, the Maximum may commence at the end of the initial portion of the Green interval Iran 112327-1 02890-22 March 15, 2004 actuation or other demand has been previously registered on a traffic phase not having the right-of-way. i. Transfer of Right -of -Way. The actuation of any detector on a traffic phase not having the right-of-way shall cause the transfer of the right-of-way to that traffic phase at the next opportunity in the normal phase sequence provided that there has been an expiration of a Unit Extension portion with no continuing actuation or an expiration of the Maximum (extension limit) timing on the preceding phase having the right -of- way. j. Change Clearance Interval(s) Prior to Transfer. The transfer of right-of-way to any conflicting phase shall occur only after the display of the appropriate change clearance interval(s). k. Rest in Absence of Actuation. i. Minimum Rest. In the absence of detector actuation or assertion of recall switch(s), the right-of-way indication shall remain (rest) on the traffic phase on which the last actuation occurred. ii. Rest in All -Red. In the absence of detector actuation or assertion of recall switch(s), the controller, after display of the appropriate clearance interval(s) on the last phase having the right-of-way, shall rest. in Red (and associated Pedestrian DON'T WALK indications) on all phases until detector actuations are received. 1. Memory Feature. Unless precluded by the operation of non -memory feature, the following memory retention shall be provided in the controller. i. Memory Change During Clearance Interval(s). An actuation received during a change clearance interval for a traffic phase shall cause the right -of --way to return to that phase at the next opportunity in the normal phase sequence. it. Memory If Phase Terminated by Maximum (Extension Limit). if the right-of- way is transferred by the operation of the Maximum or extension limit, the traffic phase losing the right-of-way shall again receive it without further actuation at the next opportunity in the normal phase sequence. m. Pedestrian Timing Operation. When pedestrian timing functions are specified in the General Design Requirements, Section A of this specification, the following pedestrian function operation shall be provided. i. Pedestrian Timing With Non -Actuated Phase. In the non -actuated mode of operation, a WALK interval shall be provided simultaneously with the associated Minimum Green interval of the non -actuated phase. A flashing DON'T WALK Pedestrian Clearance Interval shall follow the WALK interval, during which the Green traffic phase continues to be displayed. ii. Pedestrian Timing With Actuated Phase. When pedestrian actuation is received, a WALK interval shall be provided concurrently with the associated Green traffic phase interval. A flashing DON'T WALK Pedestrian Clearance interval shall follow the WALK interval during which the Green traffic phase continues to be displayed. iii. Condition in Absence of Pedestrian Call. In absence of pedestrian actuation or assertion of pedestrian recall function, pedestrian signals shall remain in a DON'T WALK condition. iv. Recycle of Pedestrian Functions. In the absence of opposing phase cLp£ and, it shall be possible to recycle the pedestrian interval functions to s0ceeding pedestrian actuations without change in vehicle indications. r 112327-1 02890-23 _1YW.ch 16', 2004-7/1' M O 4. Functional Requirements. a. Basic Functional Requirements. Functional requirements for the multi -phase traffic actuated controller shall be as specified in the General Design Requirements in Section A of these specifications. b. NT -NIA Functional Requirements. In addition to the basic functional requirements specified above, the controller shall provide the functional features for the applicable configuration, included in the NENT% Traffic Control Systems Standard TSI -1983. c. Overlaps. When required by the interval sequence chart in the General Design Requirements section of these specifications, overlap(s) shall be provided by the controller and way be implemented N -is internal or external logic. 5. Enhanced operation. a. preemption. A minimum of tsvo preemption inputs shall be provided. These shall be designed for railroad or emergency vehicle preemption and shall provide the abilityto set the delay before start of preempt sequence and the duration of the preempt sequence. It shalt also be possible to define the status of each phase as red, green, flashing yellow, or dashing red during the preemption period and to provide an orderly transition into and out of the preemption period. b. Coordination. 'The controller shall be capable of emulating a 3 dial/3 split/3 offset pretimed controller coordinated with a 9 %vire interconnect system. c. Time Base Functions. The controller shall have the capability to provide internal time based coordination. In addition it must provide a minimum of two auxiliary 112327-1 02890-24 March 15, 2004 v. Pedestrian Actuation Memory. Pedestrian actuations received by a phase during steadp or flashing DON'T WALK indications of that phase shall be remembered and shall cause the controller to provide pedestrian timing functions for that phase at the next opportunity in the normal phase sequence. vi. Non -extension of Pedestrian Intervals. Successive pedestrian actuations shall not cause extension of the pedestrian intervals. it. Advanced Operational Features. When certain advanced operational features are specified in the General Design Requirements_ Section A of this specification, the controller shall provide the follow°ing operation. —: i. Volume Density Operation. a) Variable Initial. titilizing tile specified mode selected to provide this fimction, the controller shall enable an increase in riming of the Initial portion of the Green interval of a phase based upon the number of traffic actuations stored on that phase during its YELLOW and RED interval. -- b) Time Waiting Gap Reduction. Utilizing the functions specified, the controller shall enable a reduction in the Extension portion of the Green interval of the phase having the right -of -%%ay in proportion to the time elapsed from the registration of an actuation on an opposing phase or frotn the beginning of the Green interval, whichever occurs later. ii. Dual Maximum (Extension Limit) Operation. Assertion by external cotmnand for the operation of a vlaximum II function for a phase shall cause the controller to prop°ide the timing value for that function in lieu of the normal maximum value. o. NEMA Operational Requirements. In addition to the basic operational requirements specified above, Inc controller shall provide the operational features for the applicable configuration included in the NENIA Traffic Control Systems Standard TSI -1983. 4. Functional Requirements. a. Basic Functional Requirements. Functional requirements for the multi -phase traffic actuated controller shall be as specified in the General Design Requirements in Section A of these specifications. b. NT -NIA Functional Requirements. In addition to the basic functional requirements specified above, the controller shall provide the functional features for the applicable configuration, included in the NENT% Traffic Control Systems Standard TSI -1983. c. Overlaps. When required by the interval sequence chart in the General Design Requirements section of these specifications, overlap(s) shall be provided by the controller and way be implemented N -is internal or external logic. 5. Enhanced operation. a. preemption. A minimum of tsvo preemption inputs shall be provided. These shall be designed for railroad or emergency vehicle preemption and shall provide the abilityto set the delay before start of preempt sequence and the duration of the preempt sequence. It shalt also be possible to define the status of each phase as red, green, flashing yellow, or dashing red during the preemption period and to provide an orderly transition into and out of the preemption period. b. Coordination. 'The controller shall be capable of emulating a 3 dial/3 split/3 offset pretimed controller coordinated with a 9 %vire interconnect system. c. Time Base Functions. The controller shall have the capability to provide internal time based coordination. In addition it must provide a minimum of two auxiliary 112327-1 02890-24 March 15, 2004 outputs controlled by the time base coordination which can be Hilly programmed on a time basis to control external devices on a cycle by cycle, time of day, day of week, and/or holiday schedule on an annual basis. 6. Remote Plash. A remote flash input is required which will provide for the remote implementation of flashing operation consistent with the requirements of the MUTCD. This shall include a means of programming a "Flash Entry Phase" and a "h-�h Exit Phase." 2.07 - Inductive Loop Vehicle Detector. Not normally used. A. Design Requirements n- q `` 1. Operation a. General ! 3 l Shall be card rack style. The detectors shall be designed to operate with loop and lead-in wire combinations having a wide variation in electrical characteristics. The electrical eharaNeristics are a function of the length and width of the loop, the length and type of lead-in wires, and other factors. The detector shall operate with the usual configurations of loops and lead-in wires, standard with the Department, which have a 40 to 700 microhenry total inductance. The detector shall provide reliable detection and maintain an output indication for a period of not less than three (3) minutes for a vehicle that causes a 0.029/o change in the total inductance of the loop and lead-in system as measured at the detector loop input terminals. The detector shall provide operation as above with a loop system having any or all of the following characteristics: 1) A shunting resistance of 10,000 ohms or greater to a common or circuit ground bus. 2) A loop system quality factor (Q) of not less than 5.0, �a,hen connected to the detector being tested. Q is defined as the ratio of the resonant operating frequency over the half -power bandwidth. 3) A total or equivalent inductance within the range of 40 to 700 microhenries at the detector loop input terminals. A sensitivity adjustment or selector shall be provided to allow selection of a high, medium or low sensitivity adjustment. b. Loop Energizing and Detector Sensing Circuits. The detector shall provide reliable detection of licensed motor vehicles. The detector shall provide an input ('switch closure) only when vehicles are passing or stopped over the loop and shall detect all vehicles passing over the loop at speeds up to 80 miles per hour. i) Turn on. When first turned on, while tuning or being rimed, the detector shall provide a continuous output pulse (switch closure), plus a visual indication, in both the presence and pulse modes of operation. On power failure, or loop failure that would cause the inductance to exceed the tuning range, the detector must place a continuous call. ii) Frequency. To prevent mutual interference "crosstalk", the detectors shall be provided with a three position frequency mode switch on the front panel. iii) Automatic Tuning. The detector shall be designed to be initially tuned to the loop and provide for automatic drift compensation. iv) Weather. The operation of the detector shall not be affected by changes in the inductance of the loop caused by environmental changes, such as rain, hail, snow, temperature humidity, nor shall the sensitivity be markedly affected. 112327-1 02890-25 March 15, 2004 C. Accuracy. The detector shall be able to detect all licensed vehicles, including motorcycles, accurately. 2. Detector Output. the detector output (switch closure) to the associated traffic control equipment shall be provided by means of a relay. The relay shall have a mechanical life of at least 1,000,000 operations. The contacts shall have a rating of at least 1.0 ampere at 120 volts AC or DC. 3. Power Supply. The detector shall be designed to operate on a 110 commercial 60 -hertz power line over a voltage range of 100-725 Notts. The primary of the power supply transformer shall be fused with a U4 inch diameter, 1 1 4 inches long, 250 volt fuse of suitable current rating. An extractor -post lose- holder shall be provided. The fuse _Eating shall be marked by the fuse -holder. 'Visual Indicator. Along life light emitting diode shall be used to provide a visual C71 tlndication of each vehicle detection. Lamps shall be easily replaceable without the use ':-'"of tools. The indication must be readily visible in the indirect sunlight. C. �J All indicator lights shall have a minimum design life of 20,000 hours at rated voltage CAnless an ON-OFF switch is provided to control the lights. If an ON-OFF switch is provided, the design of the lights need he only 1,000 hours at rated voltage. 5. Dielectric Strength. The detector shall withstand a dielectric strength test of 1,250 volts, 60 hertz per second, AC applied between the 120 VAC line -supply circuit and the terminals for the external loop for a period of one minute 6. Tnterchangeability° and Design Life. All modules and components of the same type shall be interchangeable. The designs life of all components, under conditions of normal operation, shall not be less than five %cars. 7. Delav Call. The detector, %vhcn specified on the bid form, to have a "Delayed Call" feature, shall be capable of igioring a vehicle actuation unless it persists for more than a predetermined period of time. The predetermined time shall be adjustable from 0 to 25 second minimum on the from panel. The "Delayed Call" feature shalt be inoperative during the green interval for the phase related to the amplifier. B. Enclosure 1. General. A dustproof. metal enclosure shall be provided to enclose all electrical parts of the detector. The enclosure shall be designed for placement on a shelf in a weatherproof Eeld cabinet. The detector shall not be position sensitive. 2. Detector Units. Detector units shall be designed for use with loop combinations (two to four loops) in series or parallel or series -parallel). The detector model shall have a visual indication of a call and Will not require external equipment for tuning or adjustment. 3. Size. A small size enclosure and the ability to stack the enclosures, one on top of another, is desirable. Single detector units shall not be larger than 6 inches by 3 inches by 8 inches deep. 4. Nlarkine. Each detector shall be marked %%ith the manufacturer's name, model, catalog. or type number, and serial number. The electrical input rathtg (voltage, frequency, and wattage) shall be included in the marking. C. Inptw Output Receptacle 1. Function Assignment, Input and output connections for the detector shall be made to a type NIS -3102-A18-11? box receptacle with 10 male contacts. A plastic cover shall be provided on the receptacle. The pin positions of the input/output connector shall be assigned as follows: 112327-1 02890-26 March 15, 2004 Pin No. Function A 120 VAC (-) B Output Relay Common C 120 VAC �.. D Input from Loop E input from Loop �—C I'" F Output Relay N.O. ::71 a G Output Relay N.C. n ' H Chassis Ground y I Spare ra i Spare 2. Plug and Cable. A plug, type MS -3108-13 with type 18-15 insert, with 10 female contacts shall be furnished, wired, leads of leads of #18 AWG stranded, color -coded wire with 300 volt insulation. A type MS -3057-10 cable clamp and boot shall be provided for strain relief. The leads shall be 5'0" in length, the first 16 inches of leads, from the plug, shall be enclosed in cotton braiding. No terminals are required on the leads. D. Components 1. Inductors and Transformers. All inductors and transformers shall have their windings insulated and shall be impregnated to exclude moisture. All wire leads shall be color coded. 2. Resistors and Capacitors. All resistors and capacitors shall be insulated and shall be marked with their resistance or capacitance value. Resistance and capacitance values may be indicated by the Radio Electronics Television Manufacturer's Association (RETMA) color codes. All electrolytic capacitors shall be marked to indicate polarity and voltage. 3. Printed -Circuit boards. All printed -circuit boards shall be at least 1/16 inch thick and shall be made of glass -cloth silicone. National Electric Manufacturer's Association (NEMA) type G-10 glass epoxy or equivalent. The conductor material shall be copper, 0.0027 inch thick, having a weight of 2.0 ounces per square foot, with a protective solder coating. All printed -circuit board connectors (male and female) shall be gold plated over the copper base. The printed circuit -boards shall be securely mounted in such a way as to prevent flexing or bending of the boards, and shal I be easily removable for servicing or replacement. 4. Wiring. All interconnecting wire shall be insulated 922 AWG or larger, suitable for 180 degrees F operation. 5. Solid State Circuitry a. Components. Transistors, integrated circuits, or semi- conductor diodes shall be used for all amplifying, detecting, rectifying, counting logic, and regulator circuits. No vacuum or gas tubes shall be used except for pilot lights. Transistors, integrated circuits, and diodes shall be marked with their type number and shall be types listed by the Radio Electronics Television Manufacturer's Association (RETMA). No electromechanical timers, synchronous motors, or relays shall be employed, except as specified in Section 1-B. b. Proprietary parts. All electronic and electrical components must be of standard manufacture and available from a source other than the manufacturer of the loop detector unit. 112327-1 02890-27 March 15, 2004 6. Temperature. The temperature of components shall not cause any appreciable reduction in component life when the detector is operated in an ambient temperature from 20 degrees to 180 degrees F. E. Workmanship 1. The enclosure and all modules shall be fabricated, assembled, and wired in a workmanlike manner. F. Documentation 1. Contents. A documentation package shall be supplied in each controller cabinet for the C, inductive loop vchicle detectors which shall consist of the following: r a) Complete schematic diagram, accurate and current for trait supplied. 'b) Complete physical description of unit. Complete installation procedure for unit. Loop specifications and loop assembly procedure. Complete maintenance and troubleshooting procedures. -4 Warranty and guarantee on unit. if any. Complete performance specifications (both electrical and mechanical) on unit. Vii) Complete parts list - listing full names of vendors and parts not identified be universal part numbers such as JEDEC, RETNhk, or EIA. i) Pictorial of components layout on chassis or circuit boards. j) Complete stage -by -stage explanation of circuit theory and operation. 2. Number of copies. At least three full documentation packages for each detector sensing unit model shall be supplied to the ENGINEER. 2,08 - Equipment And Materials A. Equipment and materials shall be of new stock unless the plans provide for the use of existing equipment. or equipment furnished by others. New equipment and materials shall be the product of reputable manufacturers of electrical equipment and shall meet the approval of the ENGINEER. PART 3 EXECUTION 3.01 - General A. The CONTRACTOR shall furnish and install all equipment and materials necessary for a complete and operative signal installation as shown on the plans and described in the Contract Documents. B. The CONTRACTOR shall be a licensed electrical contractor in accordance with City Ordinance and adherence to local Building Code shall be met. C. CONTRACTOR Qualifications Trained and experienced personnel shall supervise the fiber optic cable installation. Qualified technicians shall make the cable terminations and splices. The CONTRACTOR upon request of the ENGINEER shall provide documentation of qualifications and experience for fiber optic equipment installations. The ENGINEER shall determine if the CONTRACTOR is qualified to perform this work. The CONTRACTOR shall have attended a certified fiber optic training class mandated by the specifications prior to starting Bork. D. The CONTRACTOR will be responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. All waste material and debris shall be disposed of at a sanitary landfill at the CONTRACTOR's expense. E. All incidental parts which are not shown on the plans or specified herein, and which are necessary to complete the traffic signal, or electrical systems. shall be furnished and installed as though such pans were shown on the plans or specified herein. All systems shall be 112327-1 02890-1A March 15, 2004 complete acid in operation to the satisfaction of the OWNER at the time of completion of the work. F. The CONTRACTOR shall perform all work required and furnish all labor, materials, equipment, tools, transportation and supplies necessary to complete the work in accordance with the Contract Documents. The ENGINEER or his representative shall have full freedom to observe all phases of the work performed by the CONTRACTOR and to discuss all matters dealing with the quality and progress of the work. G. The Standard Specifications for Highway and Bridge Construction, current Series, Iowa Department of Transportation, as modified by these contract documents shall apply to this Special Provision. The above specifications are referred to as the Standard Specifications. Part 1 of the Standard Specifications shall not apply to this section. 1. The following Iowa Department of Transportation Supplemental Specifications shall also be considered a part of these Special Provisions. a) Specification 5025 b) Supplemental Specification for Traffic Controls for Street and Highway Construction and Maintenance Operations, March 26, 1991. c) Specification 5040 d) General Supplemental Specification for Construction Projects, Jarl"uary 7, 1992. ry H. The installation of the signals and signs shall be in conformance with M--"Mazival Of Uniform Traffic Control Devices for Streets and Highways", 1988 edition, latgst�,revision.-»- I. The video detection system shall be installed as recommended by the s "`plierr and as—. -I documented in installation materials provided by the supplier. J. Miscellaneous Equipment The CONTRACTOR shall furnish and install all necessary miscellaneous connectn7s and equipment to make a complete and operating installation in accordance with the—plans, standard sheets, standard specifications, special provisions, and accepted good practice of the industry. 3.02 - Qualifications, Service Calls, And Warranty A. CONTRACTOR's personnel are required to be knowledgeable of the traffic signal controller operation and wiring. Controller manuals and wiring schematics will be provided to the CONTRACTOR for his use on the project. These documents must be returned undamaged at the end of the project. B. The Traffic Engineering Department will provide part-time observation of the CONTRACTOR's work. The Department's representative will be available during normal working hours (7:00 A.M.-3:30 P.M.) to review the CONTRACTOR's work. CONTRACTOR shall provide four hours advance notice to the Department for review of the work. Any service calls or review of the CONTRACTOR's work outside of the Department's normal working hours will be billed to the CONTRACTOR. C. The Traffic Engineering Department will continue to provide service call maintenance during the project. If it is determined that the malfunction was caused by the CONTRACTOR's work, then the CONTRACTOR will be billed for the materials, labor, and equipment required to correct the malfunction and/or damage. D. The CONTRACTOR shall guarantee all his work against defects due to poor workmanship or materials as specified in the Contract Documents. 3.03 - Concrete Bases For Poles And Controller 112327-1 02890-29 March 15, 2004 A. Concrete bases for poles and controllers shall conform to the plans and Section 2403 of the Iowa DOT Standard Specifications. B. Excavations for bases shall be made in a neat and workmanlike manner. Whencver the excavation is irregular, forms shall be used to provide the proper dimensions of the foundations below grade. Construction of the bases ma} require hand excavation to verify location of utilities. C. The material for the forms shall be of sufficient thieklless to prevent warping or other deflections from the specified pattern. The forms shall be set level and means shall be provided for holding than rigidly in place while the concrete is being placed. Xkhen located in a continuous sidewalk area, the top of the pole bases shall be set flush with the sidewalk or pavement surface. D. All reinforcing bars, conduits, ground rods, and anchor bolts shall be installed rigidly in place before concrete is placed in the forms. Cap and protect conduit ends before placing concrete. E. Anchor bolts for the signal poles or the controller shall be set in place b\ means of template constructed to space the anchor rods in accordance with the nnanufacturers requirements. The top of the bolts shall not vary more than 1 4 inch. The center of the template and the center of the concrete base shall coincide unless the ENGl\LER directs otherwise. F. The top of the base shall be finished le% -e1 and the top edges shall be rounded with an edger having a radius of 1/2 inch. The exposed surface of the base shall have a wood floated surface finish. Exposed concrete surfaces shall be eared using white-pipnented curing compound or plastic film meeting the requirements of Article 4106.02 of the Iowa DOT Standard Specifications. G. The bottom of the foundations and bases shall rest securely on firm undisturbed ground. \6'here the foundation or base cannot be constructed as shmm on the plans because of an obstruction, the CONTRACTOR shall use other effectivc methods of supporting the pole as max be designated bt° the ENGINEER. H. After the concrete is placed in the form, it shall be vibrated with a high -frequency vibrator to eliminate all voids. f. After the foundation or base has been poured, absolutely no modification of any sort may be made. If the anchor bolts, conduit, or ally part of the foundation or base is installed in an incorrect manner as determined by the ENGI\EER, the entire foundation or base shall be removed and a new foundation or base installed. The CONTRACTOR shall bear all costs of replacing work deemed unsatisfactory by the ENGINEER. J. Unless othemise specified, anchor bolts for poles tahere arnns are to be perpendicular to the centerline of the street Shall be installed so that a line through the center of one anchor bolt farthest from the curb and extended through lite center of the adjacent anchor bolt closest to the curb -,N ill be perpendicular to the centerline of the street to within two degrees of are unless otherwise specified. c� K. Prior to setting poles, the anchor Bolts shall be covered in such a manner as to protect them against damage and to protect the public fi'om possible injury. T Vach base location shall be approved b; the ENGINEER prior to construction. Base tdui ee cions shorsv on the plans are- minimum Inuensions and based on stable soil conditions_ ° ;�uld extremely loose or sandy soil be encountered: the CONTRACTOR shall contact the mF'AdGINEER for necessary base alterations. a M kere shown oil the plans.. the CONTRACTOR shall reirove the top of existing mast arm 4 a foatatgs, anchor bolts, and conduits to 36" beloty the existing top of curb or edge of pavement elevation. Waste materials shall be remov°ed from the site and disposed in accordance with local regulations_ Backfilling for the removal shall be performed with 11232.7-1 02590-30 March 15, 2004 mechanical compaction equipment meeting the requirements for backfilling conduit. The upper 6" of the removal area, if outside the proposed pavement, shalt be backfilled with black dirt. 3.04 - Handholes A. Handholcs shall be either built in place in an excavation made in a neat workmanlike manner or shall be a precast unit conforming to the requirements of the plans. B. When the use of forms is required, they shall be set level and of sufficient thickness to prevent warping or other deflections from the specified pattern. A means shall be provided for holding them rigidly in place while the concrete is being placed. C. The ends of all conduit leading into the handhole shall fit approximately 2 inches beyond the inside wall. A drain conforming to the dimensions shown on the plans shall be constructed in the bottom of the handhole unless otherwise specified. D. Frames and covers for handholes shall be set flush with the sidewalk or pavement surface. When installed in an earth shoulder away from the pavement edge, the top surface of the handhole shall be approximately one inch above the surface of ground. When constructed in unpaved driveways, the top surface of the handhole shall be level with the surface of the driveway. E. All conduit openings in the handholes shall be scaled with an approved sealing compound after the cables are in place. This compound shall be a readily workable soft plastic. It shall be workable at temperatures as low as 30 degrees F, and shall not melt or run at temperatures as high as 300 degrees Plastic loop handhole construction shall meet the requirements for the precast handhole detail in the plans except that cable hooks will not be required. O z 'nings for conduit access shall be drilled to match the outside diameter of the conduit,: S F. Grout conduit access after installing conduit. c G. Install gat anized cable hooks if not precast with the handhole. 3.05 - Conduit :Z4 C-> cC r A. Conduit shall be placed as shown on the plans. _� i B. Unless approved by the ENGINEER, conduit shall be installed without change. 'n" di e'et. n directly from one structure to another. Change in direction may be allowed for phyg.cal restrictions such as right-of-way restrictions, utilities, location of roadway slopes, retrofitting existing conduit stubs, and certain short sections of conduits. C. Nipples shall be used to eliminate cutting and threading where short lengths of conduit are required. Where it is necessary to cut and thread steel conduit, exposed threads will be field galvanized. D. All conduit and fittings shall be free from burrs and rough places. Standard manufactured elbows, nipples, tees, reducers, bends, couplings, union, etc. of the same materials and treatment as the straight conduit pipe shall be tightly connected to the conduit. E. All conduit ends shall be provided with a bushing to protect the cable from abrasion, except for open ends of conduit being placed for future use. Bushings shall have grounding fittings which shall be connected to the grounding system by a #6 ground wire as contained in these specifications. F. All conduit placed for future use shall be threaded and capped with threaded metal pipe caps. G. All conduits shall drain, except for specific locations approved by the ENGINEER. CONTRACTOR will not be allowed to bend conduits upward to accomplish tine conduit clearances shown on the handhole details. 112327-1 02390-31 March 15, 2004 3.06 - Trenching And Backfilling For Traffic Signals A. Secure written approval of the City prior to any trenching or excavation within the drip line of any tree. 3. Tranches shall be excavated to such depth as necessary to provide 12 inch to 18 inch cover over the conduit. All cinders, broken concrete or other hard abrasive materials shall be removed and shall not he used for backfill. The trench shall be free of such materials before the conduit is placed. No conduit shall be placed prior to inspection of the trench by the ENGINEER. C. All trenches shall be backfilled as soon as possible after installation of conduit. Backfill material shall be deposited in the wench in layers not to exceed 6 inches in depth and each laver shall be thoroughly compacted before the next layer is placed. Hard materials shall not be placed within 6 inches of the conduit. D. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod, topsoil, crushed stone and gavel shall be replaced or restored as nearly ° as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete side�salk pavements, and base courses and bituminous surfaces shall be replaced \\ith new materials and the cost shall be incidental to the work. 3.07 - Pushed Conduit A. it is intended that all conduit be placed to°ithout disturbing the existing pavement, and the term "pushed" is used. "Pushed" conduit shall be placed by jacking, pushing, boring or any other means necessary to place the conduit without cutting or removing pavement. B. Removal of pavement \will require prior approval of the ENGINEER. Replacement of removed pavement will be done according to plan details and no additional payment Nill be made. C. Plan quantities for pushed conduit include at least two feet of pushed conduit behind each curb. D. The maximum conduit depth at handholes for all conduits. including pushed conduit, is as shown on the plans. CONTRACTOR must push a mole (without conduit) at least four (4) times before consideration will be given to allowing an upward bend in the conduit. 3.08 - Electrical A. All conductor cable combinations shall he shown on the plans. No substitutions rNill be permitted. Each signal head shall be wired separately from the handhole compartment in the pole base to the signal head. 13. The -signal cable color codes shall be as follows: y� Iowa City Color- Codes tarp � v I cs� ].Ftp = Left turn signal: 2 tape - Through signals; 3 tape = Right turn signal. -�-` Ta]es shall be color coded as follows: Blue,- NE Corner; r�u+ orange = Southeast Corner; Yellow = Southwest Corner; Green = Northwest Corner. Video cable tapes shall be similarly color coded. 4 conductor cable Green Ball - Green Yellow Ball - Black 112327-1 02890-32 March 15, 2004 Red Ball - Red Sig. Conmion - White 7 conductor cable Green Ball - Green Yellow Ball - Orange Red Ball - Red Green Arrow - Blue Yellow Arrow - Black Sig. Common - White K WBk FY arrow - Black when used 9 Conductor Cables Pedestrian Sienals Walk—main st Green Don'tWalk— mainst Red Walk - side st Green\Blk Don't walk - side st Red\Blk Sig. Common - White Pushbutton - main st Orange Pushbutton — side st Black PB Common - W/BK C. One electrical splice in the handhole compartment of the pole base will be allowed for the signal circuit Miring. All signal circuit cable runs shall be one continuous length of cable 112327-1 02590-33 March 15, 2004 from the connections made in the handhole compartment of the signal pole bases to the terminal compartment in the controller base. Street lights will be fused tlith a 5 amp fuse in each pole base using a Type HEB-AA Fuscholder. D. Conductor groupings and splicings may be made in the terminal compartment in the controller cabinet. E. The loop detector lead-in cable shall be one continuous length of cable from the terminal compartment of the controller cabinet to a splice made with the loop detector \ ires in the first handhole or pole base handhole compartment provided adjacent to the loop detector. Details of the loop detector splices are sho%� n on the plans. F. Cables shall be pulled through conduit by means of a cable grip designed to provide a firm hold upon the exterior covering of the cable or cables, with a minimum of dragging on the ground or pavement Phis shall be accomplished by means of reels montted on jacks or other suitable devices. Frame -mounted pulleys, or other suitable devices shall be used for pulling the cable out of conduits into handholes. Only vegetable lubricants may be used to facilitate the pulling of cable. Contractor shall leave a pull string in each conduit. Each signal cable shall be identified with the City's taping spec in the controller cabinethandholes, pole base handhole, pedestal handhole and at any splice or junction location. Identification ties shall be provided both on the cable from the controller and the cables leading to the heads for a splice in a pole base handhole. In addition. the cables shall be identified in each handhole and at the pole bases using colored tape as follows: I tape = Left turn signal; 2 tape = Through signals; 3 tape = Right turn signal. Tapes shall be color coded as follows: Blue = NE Corner; Orange = Southeast Corner: Yeilow = Southwest Corner: Green = Northwest Corner. Video cable tapes shall be similarly color coded. G. Cable slack shall be as follows: four feet ill handholes two feet in sictial bases two feet in the terminal compartment of the controller base No slack NAl be allots°ed in the loop detector lead-in cable after the initial splice.. 11. Connectors shall be of the proper size for the number and size of the wires being connected. I Nt Peends tntist be thoroug ly cleaned after the insulation is 'stripped off to insure complete cLoq1twA with another wire, or the connector. if strands are damaged when the insulation is t rell3t:c'ed, the section of the cable must be discarded. 'Nicked or damaged conductor strands a rtf trot be pennitted inside of coin ectors. Loose wire ends shall not he used as "shims" to `mom _5 n �'a connection. - ElecL44cal tape shall not be applied to the finished connections. Signal cable insulation shall extend beneath the insulated portion of the connector. Any connection with exposed bare wire shall be redone by the CONTRACTOR. K. Covered confections must be arranged so that they will not be in contact with the metal poles. Connections in the poles shall he pointed up to prevent accumulation of moisture in the connection. L. Loop detector splices shall be capable of satisfactory operations tinder continuous immersion In \''Iter. M7. Cable corrections in sitmal heads and controller cabinets shall be made at the terminal blocks provided for this purpose. All stranded wires inserted under a binder head screw shall be equipped with a solderless pressure n pe spade connector with a pre -insulated shank. All solid wire shall have an eye and shall not have aterminal connector. 11232.7-1 02890-34 March 15, 2004 N. Service cable shall be continuous from the disconnect switch located on the service pole to the terminal compartment of the controller cabinet. O. Interconnect cable or fiber shall be continuous from controller to eontroller.A tracer wire shall be installed in all conduits with signal cables, detector lead-in cables, or communication cables. 'fhe tracer wire shall be identified in the controller cabinet, handholes, and poles by means of identification tags. The tracer wire shall be spliced in the handholes to form a continuous network. The tracer wire shall have an orange jacket. 3.09 - Pole Erection A. All poles are to be erected vertically and securely bolted to the cast -in-place concrete foundations at the locations shown on the plans. B. Leveling shall be accomplished by the use of nuts on each anchor bolt. One nut shall be turned on each anchor bolt and the pole placed in position on these nuts. The top nuts shall then be placed loosely and the pole adjusted to the vertical position by adjusting both the upper and lower nuts. C. After the pole is securely fastened, install metal strips in the area between the pole and the base. The metal strips and the method of attachment shall be approved by the ENGINEER. D. Each pole shall be grounded from the pole to the foundation ground rod by a No. 6 AWG bare copper ground wire. E. Poles shall be placed so that modifications and/or attachments are correctly oriented, as indicated on the plans. F. The foundations must be given seven days to cure before poles are erected. The center of the poles are to be set back from the curb, a distance shown on the plans. Poles shall be erected so that they are plumb with traffic signals installed, in line, and all the same relative height above the centerline of the street and with the mast arms correctly oriented as shown on the plans. G. Poles must be erected so [hat they are plumb with traffic signal heads. The manufacturer recommendation for raking should be observed when setting the pole to assure that it is plumb when the load is applied. H. Mast arm assemblies shall be furnished and installed by the CONTRACTOR. When pre. used painted mast arm assemblies are specified, the CONTRACTOR shall prime and paint the mast arm assemblies with the following method: 1. Remove all rust, scale, and loose paint from the surface by sanding or power tool cleaning (SSPC-SP-3). CONTRACTOR to use care when power tool cleaning to avoid burning, polishing, or grinding surface dirt into the existing paint surface. Hand tool cleaning (SSPC-SP-2) will be allowed only in areas accessible to power tool cleaning. 2. Remove all chalking, dirt, and other foreign material from the entire surface by application of petroleum solvent (i.e. paint thinner. mineral spirits, etc.) and Helping the entire surface with clean rags. 3. All bare metal surfaces exposed by the cleaning operation shall be spot primed the same day to avoid flash rusting. 4. After the primed areas have dried, apply one coat of finish paint. 5. Primer and paint must be approved by the ENGINEER. 3.10 -Loop Detectors _ A. Loop detectors shall be installed in accordance with the plans. Adjustmeijt'siitths yrscatioiig shall be made to minimize the location of the loop wire across constructiotio{s. L`ocatio"";, of the loops shall be subject to the approval of the ENGINEER. The cabinet eln�l ofitAe caAe shall be clearly tagged identifying the loop. r— e r, t -"7 J 112327-1 ` r� 02890-35 ca March 15, 2004 B. The slot for the loop shall be constructed as per plan. The slot shall be completely clean of all loose debris and have a smooth bottom. C. New PCC- pavement shall not be sawed until seven days after pour unless approved by ENGINEER. D. Loop detectors shall be connected to the controller with shielded cable. No splices will be allowed in this cable. E. Upon completing the loop installation in the field cabinet and prior to sealing the loop in the pavement, the CONTRACTOR shall notify the ENGINFER who may meter the loops by test instruments capable of measuring- electrical values of installed loop wires and lead-ins to measure induced AC voltage, inductance in microhenries, high-loth "Q" indication, leakage resistance in megaolims, and the resistance of the conductors in ohms. An acceptable load installation shall be defined as follows: a) Induced voltage test: No deflection on the pointer of a voltmeter b) Inductance: The inductance reading on the loop tester is approximately the calculated value or with approval of the ENGINEER is between 100 mh and 200 mh. 3.11 - Signals A. All signal faces and indicators shall be furnished by the CONTRACTOR and installed as Shown on the plans. Pole mounted signal heads and pedestrian push buttons arc shown on the plans and schematic drawings in schematic form onl, . Pole mounted signal heads are generally intended to be mounted on the face of pole with respect to oncoming traffic. (See Signal Head Mounting Details.) Modifications to this are required when the view of the pole mounted signal indication is blocked. (See Parag aph 3.1 IE). Pedestrian push buttons shall be installed on the face of the pole in 90° increments to ith respect to the mast arm. 'fhe push button shall be located on the pole face so the arrow on the R10-4 sign directs pedestrians to the appropriate crosswalk. B. All optically limited signal heads shall be properly masked to limit their field of view as directed bvthe ENGINEER. C. Backplates shall be installed and properly secured for the traffic signal heads. D. All signal heads shall be kept securely covered until such time as the signals are put into operation. 112327-1 02890-36 March 15, 2004 c) Loop Q: Deflection of the pointer to the upper side of the scale. d) Leakage to Ground: -- Deflection of the pointer to above 100 megaohms. Loop Resistance: ° n a The resistance reading on an ohtn meter is approximately the calculated value. w `n unacceptable loop in shall be defined as follows: .Jl Us .. —ca) Inductance: LIP The inductance reading is below 90 mh or above 250 mh. Leakage to Ground: Deflection of the pointer to below 100 megaohrns. c) Loop Resistance: The resistance reading is 50016 more than calculated. 3.11 - Signals A. All signal faces and indicators shall be furnished by the CONTRACTOR and installed as Shown on the plans. Pole mounted signal heads and pedestrian push buttons arc shown on the plans and schematic drawings in schematic form onl, . Pole mounted signal heads are generally intended to be mounted on the face of pole with respect to oncoming traffic. (See Signal Head Mounting Details.) Modifications to this are required when the view of the pole mounted signal indication is blocked. (See Parag aph 3.1 IE). Pedestrian push buttons shall be installed on the face of the pole in 90° increments to ith respect to the mast arm. 'fhe push button shall be located on the pole face so the arrow on the R10-4 sign directs pedestrians to the appropriate crosswalk. B. All optically limited signal heads shall be properly masked to limit their field of view as directed bvthe ENGINEER. C. Backplates shall be installed and properly secured for the traffic signal heads. D. All signal heads shall be kept securely covered until such time as the signals are put into operation. 112327-1 02890-36 March 15, 2004 E. The location of signal heads in which the view of the indications is blocked or partially blocked by utility poles, trees or other physical obstructions shall be adjusted to a location approved by the ENGINEER. Standard heights and locations shown on the plans are typical for unobstructed locations. Signal heads installed without approval of the ENGINEER, which in the opinion of the ENGINEER are obstructed, shall be relocated at the CONTRACTOR's expense, Holes in the poles due to this signal relocation shall be plugged in a manner acceptable to the ENGINEER. 3.12 - Controller A. The controller cabinet shall be mounted with the back of the cabinet toward the intersection such that the signal heads can he viewed while facing the controller. B. All field wiring must be directly attached to the wiring lugs. Attachment of wiring shall be in a neat and lvorkmanlike manner. All connections at the controller shall be done by City Traffic Engineering personnel. C. All conduit openings in the controller cabinet shall be sealed with an approved sealing compound. This compound shall be a readily workable at temperatures as low as 30 degrees F and shall not melt or run at temperatures as high as 300 degrees F. D. All �%-ruing diagrams, service manuals, instructions for installing and maintaining the equipment and advice as to timing and operation shall be delivered to the ENGINEER in good condition. E. The ENGINEER or his representative shall inspect the installation before activation and shall be present at the time the controller is activated to assure that the controller is installed in accordance with the manufacturer's recommendations. 3.13 - Ground Rods A. Ground wires shall be connected to ground rods with one piece nonferrous clamps which employ set screws as tightening devices. They shall he outside the controller base with a # 6 wire, and use a conduit as an enter point into the cabinet. Connections to ground rods need not be taped. B. Each steel pole or pedestal shall be firmly connected to the ground rod provided, by means of the grounding terminal specified in these special provisions. Placing the ground wire wider an anchor bolt not, anchor bolt cover, or similar device will not be permitted. 3.14 - Equipment Testing, A. The result of all testing steal l be recorded along with date of test, name of person performing test, brand name, model number, serial number of equipment used during test, and any other pertinent information and data. B. When the CONTRACTOR's work is complete and the project is open to normal traffic, the CONI RACTOR shall notify the ENGINEER in writing the date the signal will be ready for testing. C. Initial traffic signal timings and tuning adjustments will be performed by the ENGINEER. D. Upon concurrence of the ENGINEER, the CONTRACTOR shall place any signal in operation for a consecutive 30 -day test period. Any failure or malfunction of the equipment supplied or installation performed by the CONTRACTOR shall be corrected at the CONTRACTOR's expense and the signal tested for an additional 30 consecutive day period. This procedure shall be repeated until the signal equipment has operated satisfactorily for 30 consecutive days. N E. If the signal is to operate independently of other signals or signal W g gnat systems steal] tested as a single installation. _ C— F, F. It the signal is part of a system, the test period shall not be started until< gnats in tITe-- system are ready to be tested. The spsletn shall be tested as a unit. 112327-1 7<t- 02890-37 t-02890-37 m M6rchT5, 2004� ..1) G. The CONTRACTOR shall initiate correction of any failure malfunction of the signal installation within 24 hours of notification by the ENGINEER. The ENGINEER will correct anv failure or malfunction of the signal installation not investigated by the CONTRACTOR within the above time period, and will deduct its expenses from the CONI RACTOR's final payment. H. Ground testing shall conform to Section 2523.21 of the Iowa DOT Standard Specifications for Highway and Bridge Construction. 3.15 - Clean -Up A. (:pon completion of the work in this -Section. remox°e from the site all nibbislt, trash debris t'Milting fivni operations. leave the site in a neat and orderly condition. PART 4 — IV] ETIIOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01— Method of Measurement Payment for Traffic Signalization and for AdN°ante Detection System will be as follows: A. This item will be the lump sum for Traffic Signalization. B. Advance Loop Detection System. This item kill be lump sum for the advance detection sv stem. 4.02 — Basis of Payment A. Payment for Traffic Signalization shall be full compensation for supplying all equipment, labor, and materials necessary to install. erect, and operate a complete, fiilly functional traffic signal system, including but not limited to traffic signal poles, mast arms, bases, signal lights, luminaires on combination street light signal poles, wiring, conduits, handholes, controllers, cabinets, coordination %a°ith utilities, video detection sy stein. testing, and all other misechaneous hardy arc, software or any other items necessary to complete the traffic signal sestem in place. This item specifically excludes the Advance Loop Detection system described in the following item. B. Pavmeut for Advanec Loop Detection System shall be full compensation for supplying all equipment, labor, and materials nccessar% to install all conduit and handholes required for the advance loop detectors shown in the plans. Thi system includes inductm loops installed in the pavement, loop loop conduit, PVC handholes. loop sealant, loop detector units in the traffic sigmal cabinet, system testing, and all other materials and hardware ncccssary for a fully functional Advance Loop Detection system in place. �-- � END OF SPECIAL PROVISION t' .3 112327-1 02590-38 March 15, 2004 DS•12032 (New) Iowa Department of Transportation DEVELOPMENTAL SPECIFICATION FOR PORTABLE TEMPORARY TRAFFIC SIGNALS FOR FLAGGER STATIONS Effective Date October 16, 2012 THE STANDARD SPECIFICATIONS, SERIES 2012, ARE AMENDED BY THE FOLLOWING MODIFICATIONS AND ADDITIONS. THESE ARE DEVELOPMENTAL SPECIFICATIONS AND THEY SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. 12032.01 DESCRIPTION. Provide a portable temporary traffic signal system for a one-lane/two-way temporary traffic signal operation used in conjunction with a flagger and/or pilot car operation_ This work is to provide greater advance visibility to the flagging operation. Apply Article 2528.03, H of the Standard Specifications except as modified in this specification. 12032.02 EQUIPMENT. Provide a system meeting the following requirements: A. Two or more self-contained trailer mounted units each consisting of one or two signal heads. • Single -signal head system: signal head positioned on each side of the roadway. • Two -signal head system: one signal head mounted on a mast arm capable of extending over the center of the travel lane and the other signal head mounted on the same trailer. B. Meet the physical display and operational requirements of conventional traffic signals according to Part 4 of the MUTCD. C. Signal heads with 12 inch (300 mm) lenses and complying with ITE Specification for'Vehicle Traffic Control Signal Heads' and NEMA Standards T81 and TS2. D. Signal heads equipped with visors and back plates. E. The operating temperature range at least -30°F to 120°F (-35°C to 50°C). F. A solar cell system to facilitate battery charging. N a G. A minimum of 20 hours backup reserve battery supply and the capacity of ope4n3 withm-120 —n volt power supply from a generator or electrical service c-: 0 DS -12032, Page 2 of 2 12032.03 CONSTRUCTION. A. Notify the Engineer at least 48 hours prior to the use of the signals for timing approval and verification. Have a qualified vendor representative on site to perform the initial set up and enter the timing parameters. B. Set up and level the portable traffic signal installations in a manner the Engineer approves. C. Program all portable traffic signals for red flash upon startup, conflict. or power failure. Program the portable traffic signal system is to dwell in all -red. D. Comply with the following. 1. Signal heads positioned over a road surface are mounted a minimum of 15 feet (4.6 m) from the bottom of the signal head to the top of the road surface. 2. All other signal heads are mounted at a minimum of 8 feet (2.45 m) from the bottom of the signal head to the top of the ground surface. 3. The flaggers at each end of the work area control the portable traffic signals. The flagger can only activate or extend the green indication. 4. The yellow indication is approximately 4 seconds. 5. The minimum green time is 20 seconds. The green time can be extended in 2.5 second intervals by the flagger to allow the entire traffic queue to travel through the flagging operation. E. In the event of a traffic signal malfunction or a continuous red flash mode, have flaggers perform on a 24-hour. 7 day a week basis until repairs are made and the traffic signals are fully functional. 12032.04 METHOD OF MEASUREMENT. Measurement for Temporary Traffic Signals will be according to Article 2528 04, A, 4, of the Standard Specifications. 12032.05 BASIS OF PAYMENT. Payment for Temporary Traffic Signals will be according to Article 2528.05, A, 4, of the Standard Specifications. c` Lr.f Iowa Department of Transportation �r Office of Materials April 16, 2013 Matls. IM 363 New Issue * **THIS 1S A NEW IM. — PLEASE READ CAREFULLY.*+a. DETERMINING THE SLOPE OF PEDESTRIAN FACILITIES SCOPE Pedestrian facilities include, but are not limited to, sidewalks, shared use paths, recreational trails, curb ramps, and turning spaces. It is important that the State's pedestrian facilities are accessible by all people of varying levels of mobility. The Americans with Disabilities Act (ADA) requires pedestrian facilities to be accessible. The contract documents specify the requirements for the construction of pedestrian facilities. In order to fulfill these requirements, and create consistently accessible pedestrian facilities statewide, this document will establish a standard for taking measurements to verify compliance. PURPOSE The purpose of this document is to describe the recommended equipment and required procedure to be used for verifying compliance of the pedestrian facilities. APPARATUS 1. A 48 inch digital inclinometer (digital level) with an accuracy of 1 degree (0.18%) or less, or 2. A 48 inch bubble level and measuring tape. RECORDFORMS 1. Pedestrian Facility Slopes form (See Page 3 of this IM). CALIBRATION OF LEVELS The digital level shall be calibrated a minimum of once daily and in accordance with manufacturer's recommendations prior to inspection, making sure the calibration area is clean and level. The bubble level shall be visually checked on a level surface in one direction and turned end for end to assure the bubble indicates level in both directions. 2. Record calibration results on Pedestrian Facilities Slope form. w; C kx) wri M - r 4 r. April 16, 2013 New Issue MEASUREMENTS 1. Curb Ramps and Turning Spaces: Matls. IM 363 A. 1 measurement at each location where slopes are indicated in the contract documents. B. Any areas of concern determined by visual observation. 2. Sidewalks, shared use paths, and recreational trails: A. 1 at each end of every driveway; and 13. 1 at a maximum interval of 100 feet, if equal to or less than 114 mile in length; or C. 1 at a maximum interval of -1/4 miles, if more than 114 mile in length. D. Any areas of concern determined by visual observation. E. A minimum of 3 measurement locations per project. NOTE: Measure both cross slope and longitudinal slope at each location identified above. 3. Documentation For curb ramps and turning spaces, measurements shal: be documented on a copy of the S -sheet drawing(s) or Tab 113-10, The S -sheet drawing(s) or Tab 113-10 shall be signed and dated, and indicate their company name. The S -sheet drawing(s) or Tab 113-10 shall then be submitted to the Contracting Authority. For sidewalks, shared use paths, and recreational trails, measurements shall be documented on the Pedestrian Facilities Slope form with a copy of the drawing(s) Indicating the points where the measurements were taken. The Pedestrian Facilities Slope forrn and drawing(s) shall be signed and dated, indicating their company name. The Pedestrian Facility Slopes form and drawing(s) shall then be submitted to the Contracting Authority. The Contracting Authority will perform quality assurance on a minimum 10% of the measurements including areas of concern determined by the visual observation. For curb ramps and turning spaces, the Contracting Authority will sign and date the S -sheet drawings or Tab 113-10 when satisfied with compliance. For sidewalks, shared use paths, and recreational trails, the Contracting Authority will sign and date the Pedestrian Facility Slopes form when satisfied with compliance. K 2 April 16, 2013 New Issue Matls. IM 363 LU LU �p a � O J E N F- J U Q LL Z a O F- o U') w 0 a a LU a CL a a 0 � a 0 u` c 0 a c v o z 9 !^ y J V U � O O a � � m c u v o � E E o 6 � 1x � o C_7 �p z L- 00 F- 0 0 r � U cn z O U F— w LL] t�1 U U a O M, a on PLANS OF PROPOSED IMPROVEMENTS FOR: MOSS RIDGE ROAD PROJECT HIGHWAY 1 TO OSS RIDGE CAMPUS AT RAPID CREEK PRESERVE r r 1 i, INTERSTATE BD _. _... -.. LOCATION MAP SCALE 0 BOO 1600 3200 SCALE IN FEET MILEAGE SUMMARY DIV. LOCATION LIN. FT. MILES - MOSS RIDGE ROAD STA 121+25 TO 141+70 2,045 0.387 - HIGHWAY 1 IMPROVEMENTS STA 83+50 TO 106+50 2,300 0.436 ENGLISH PCC STREET CONSTRUCTION PCC/HMA WIDENING & OVERLAY 112327-1 THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT N0, 2 AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS A PART OF THESE CONTRACT DOCUMENTS. APPROVED FOR LETTING CITY ENGINEER OF IOWA CITY, IA DATE INDEX OF SHEETS i I �I :I I A 1 t NORTH 1, C QUANTITIES AND ESTIMATE REFERENCE, SWPPP D ROAI' E : ti ^lam E PAVING PLAN AND PROFILE — MOSS RIDGE ROAD on PLANS OF PROPOSED IMPROVEMENTS FOR: MOSS RIDGE ROAD PROJECT HIGHWAY 1 TO OSS RIDGE CAMPUS AT RAPID CREEK PRESERVE r r 1 i, INTERSTATE BD _. _... -.. LOCATION MAP SCALE 0 BOO 1600 3200 SCALE IN FEET MILEAGE SUMMARY DIV. LOCATION LIN. FT. MILES - MOSS RIDGE ROAD STA 121+25 TO 141+70 2,045 0.387 - HIGHWAY 1 IMPROVEMENTS STA 83+50 TO 106+50 2,300 0.436 ENGLISH PCC STREET CONSTRUCTION PCC/HMA WIDENING & OVERLAY 112327-1 THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT N0, 2 AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS A PART OF THESE CONTRACT DOCUMENTS. APPROVED FOR LETTING CITY ENGINEER OF IOWA CITY, IA DATE INDEX OF SHEETS N0, DESCRIPTION A TITLE SHEET, EXISTING CONDITIONS, SITE PREP AND DEMO B TYPICAL CROSS SECTIONS C QUANTITIES AND ESTIMATE REFERENCE, SWPPP D PAVING PLAN AND PROFILE —HIGHWAY 1 E PAVING PLAN AND PROFILE — MOSS RIDGE ROAD F TEMPORARY PAVEMENT G SURVEY CONTROL AND ALIGNMENT H RIGHT—OF—WAY AND EASEMENTS J .. ...... _._..... TRAFFIC CONTROL AND STAGING ...—........._— -- L O. D_TAS... _KING ._.. _.. _.. _...-._._.................... GEOD JM METRIC, INTING_-_, AND M STORM SEWER MS SANITARY SEWER MW WATER MAIN N TRAFFIC SIGNALS, SIGNAGE, AND PAVEMENT MARKINGS R SITE GRADING ......._.......__.._.___.._.._._.._......_............ 5 _............_............_.. SIDEWALK T EARTHWORK QUANTITIES U DETAILS V .... - _ _..... _P .......... _....................... —.. —..... BOX CULVERT SITUATION PLANS W CROSS—SECTIONS — HIGHWAY I X CROSS—SECTIONS — MOSS RIDGE ROAD, HIGHWAY 1 SIDEWALK ISSUE DATE: JUNE 17, 2014 IOWA ONE CALL The Ul4Rim as sham an Nls dmsiny sero devebped ft. the fnfamroflm amiable. Thus Is our Implied nor opened to be has emnplets Merger, of 011fke M IMS ores It Is the clients/conWctore responeTitty to welly Ne Seen. of a1I utilities blether shown or not) aM pmteat said utilities from any damage. INIM yl The following Standard Road Plans shall be(cddsi)9a a¢altY-alU�e ja '' corutructi k dtrapral ct, NUMBER DATE NUMBER DATE. °' IJM�ERf Mae 5 EW -412 041514 RF -3(w 011643 SW 512 IW. -14 .. EW -401 041514 51-101 0421091 SW -513 04-2109 I pM 110 1 04-16-13 1 1 51131 1 10 18 11 1 1 5W 602 1 0415-14 1 I PV -12 1 04-11-12 1 1 SW -102 1 04-21-09 1 1 TC -202 1 10-15-13 1 PV40J. 1 04-15-14 1 1 SIM -10A 1 04-21.09 1 1 TC -218 1 10-21-14 1 04-20-10 RF -19C I her prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. JOSIAH BILSKEMPER, P.E. Printed or Typed Name My license renewal date is December 31, 2015 Pages or sheets covered by this seal: ALL SHEETS EXCEPT N -SHEETS AND V -SHEETS I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Signature Date BRIAN J. WILLHAM, P.E. Printed an Typed Name My license renewal date is December 31, 2015 Pages or sheets covered by this seal: N -SHEETS I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Signature Date MATTHEW A. METTEMEYER, P.E. Printed or Typed Name My license renewal dote is December 31, 2014 Pages or sheets covered by this seal: V—SHEETS CITY OF IOWA CITY PROJECT NUMBER RM -3715(656)--9D-52 SHEET NUMBER A.00 TOTAL SHEETS 204 PLANS OF PROPOSED IMPROVEMENTS FOR: PROJECT NUMBER I ,• 7 MOSS RIDGE ROAD PROJECT RM - 3715(656)--9D-52 PROJECT IDENTIFICATION NUMBER 11 �. JI HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE 112327-1 STANDARD ROAD PIANS W 1 I , L —1 The following Standard Road Plans shall W considered applicable to mnstractian work on this anded. - !.. �. NUMBER GATE NUMBER DATE NUMBER DATE 1 ,.rl. q 9 may, g q �y q p q /� CITY y ilF IOWA CITY, I®ppl�/�, w CY / `1 6A-401 04-16-13 RF-3DC 04-15-13 SW -512 10.20-09 _� I �'-7._ 9 �d V7 w 0d7 9 ���A Ew-2=2 M-15-14 RM42 10-18-53 SW -513 0 9 MI -226 10.16-12 31-101 M -11-n9 5 10-35-13 z �,__ I ---i '. // PCC STREET CONSTRUCTION C h ONE PM -110 04-56-13 51-111 10-20 SW -602 0415-14 10-16-12 31 38-11 SW 10-20-09 L2 JOHNSON CALL PM -111 -6M TC20204-36-13 Q COUNTY PCC/HMA WIDENING & OVERLAY Tu PV -12 04-17-12 -101 04-21-09 w-101 D41 5w-SD2 M -21-D9 TC -211 0417-12 Pv-30 436-13 SW303 04-21-M TC -218 04-16-13 Q 0_ 112327-1 1-800-2-8889 -104 0419-11 SW -1M 04-21-69 TC -233 04-16-13 The bible. as shown on this d nwfng were demlOPed to This ie not Replied! nor RF -3 10-18-31 SW -211 10-16-12 TC -223 04.20-10 I— -- o be the complete koentation Intended tbeen this arm. It le the cllmta/contractors roof uultle y t RF -5 04-16.13 SW401 0421-a9 TC -402 041]-52 U — r I ---- -- { THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES NPDES veify fM tcoltm of oI ulIPom (wh w not) and proteat sold utlilVee any damage. RF14 0456-13 SW -4M 044742 TC-0SB 10.1632 RF -19C 1036-12 SW -a69 10-18-11 TC419 1046-12 RF 19F 10 16 12 sw-510 10-18-11 Q GENERAL PERMIT NO. 2. I p _ z 1 N — — CMOSSSSTRI�DGE ROAD aaa`ac� (PHASE 2)'N T} E CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT NO. 2 AND •a•``............. 1,�p 4E�SS��H .••• QQ` • ' ' ' ' • 4 : O •• •' r5- 'y 1 hereby certify that this engineering document was a cored by me or under m direct personal supervision prepared y p and that I am a duly licensed Professional Engineer under Lt_ - "- THE STORM WATER POLLUTION PREVENTION PLAN - •• the laws of the State of Iowa. 0 �� - WHICH IS A PART OF THESE CONTRACT DOCUMEf(T . 4$ •• JOSIAH D. m Arty ;; BILSNEMPER mTS 411-7 14 F--_ CJ ■.■i��� • IMPt (PHASE 1) APPROVED FOR N..+•• 18697 . y ; Signature Date SIAH BILSKEMPER, P.E. z"' ��i, * ' • . , . • ' • �y i�` Printed or Typed Name , 0 GI OF IOWA CITY, IA DATE ����� r� um•`'aa•, My license renewal date is Decemb'eO 31 2015 n �. DRI Pages or sheets covered by this seal: z+ u w / ALL SHEETS EXCEPT N—SHEETS AND V—SHEETS. INDE SHEETS INTERSTATE 80 R was i this incerin 0 / NO. DESCRIPTI TITLE SHEET, EXISTING CONDITIONS, SI REP AND DEMO '.•`tOFE$S10*t4,'� Q4 •'' '' • 4( 'y, p epa ed bytmethat orr under my dir ctl petos6nal s pervisibff"? and that I am a duly licensed Professional ETTglneer dtd4r / A `coosa O F y the laws of the State of Iowa. �. B TYPICAL CROSS SECTIONS ji ',}; BRIAN J. NOR1HS C .....D--PANNG QUANTITIES AND ESTIMATE REFERENCE, SWPPP �; WILLHAM --- BUW ��- E PLAN AND PROFILE-HIGHWAY1--- PAVING PLAN AND PROFILE - MOSS RIDGE ROAD Ml '. 17122 ,• �^ Signature Date' BRIAN J. WILLHAM, P.E. ' —-- F TEMPORARY PAVEMENT -- ---__ '�,i * .. , •* ••�C '4 Prin or ype come `- NORTH TT BLVD G SURVEY CONTROL ANO ALIGNMENT JQWA ••wo%0 My license renewal date is December 31, 2015 -T=-..`� H RIGHT-OF-WAY AND EASEMENTS Pages or sheets covered by this seal: N -SHEETS z J TRAFFIC CONTROL AND STAGING i('�1' LOCATION AP SCALE 0 800 1600 3200 ._...._..._......_-......_ L ................_.__..-....._-._.. _............ GEOMETRIC, JOINTING, AND STAKING 0 M STORM SEWER SCALE IN FEET MS SANITARY SEWER pu nre„rer' 1 hereby certify that this engineering document was 0 __ MW -__......._........_.............._. _............ ............ WATER MAIN a•`` ,, E sro ., as �© Nd y prepared by me or under my direct personal supervision TRAFFC SIGNALS, SIGNAGE, AND PAVEMENT MARKINGS • tF2: and that I am a duly licensed Professional Engineer under MILEAGE SUMMARY N j�9, �. MATTHE. the Taws of the State of Iowa. R SITE GRADING METTEMEYER;m ® DIV. LOCATION UN. FT. MILES T EARTHWORK QUANTITIES '+, j''. . ^_ ' a� '-, Signature Data U DETAILS ^y a ATTHEW A. METTEMEYER, P.E. U) - MOSS RIDGE ROAD --- -_4 V ._. _.__.- _....... BOX CULVERT SITUATION PLANS ��i, * ;' ��6 �� PrinFe typed' -Name STA 121+25 TO 141+70 2,045 0.387 W CROSS-SECTIONS -HIGHWAY 1 •••• ,Q •* nyGr 9 My license newal date is December 31, 2014 rrnlul 1 z i - HIGHWAY 1 IMPROVEMENTS X ......__ CROSS-SECTIONS - MOSS RIDGE ROAD, HIGHWAY 1 SIDEWALK ..... ................... ........---------- ........................ . Pages or sheets covered by this seal: - STA 83+50 TO 106+50 2,300 0.436-- SHIVL:FIAiTERY ENGLISH ISSUE DATE: JUNE 17, 2014 CITY OF IOWA CITY PROJECT NUMBER RM -3715(656)--9D-52 EET NUMBER A,00 IAN , PLANS OF PROPOSED IMPROVEMENTS FOR: LTMONN011 PLC] a 0A1 • HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE J y\(fASE MSU�IROAD �jr� M it 41CTION 2)i 1 ! HI MPROVEMENTSl ■��I1��� �� (PHASE 1) — 1 oRTH ' J VE YY f4 INTERSTATE 80 DU DU ROAD I. NORTH SOQ..TT BLVD r LOCATION MAP SCALE 0 800 1600 3200 AIl SCALE IN FEET MILEAGE SUMMARY DIV. LOCATION LIN. FT. MILES — MOSS RIDGE ROAD PROJECT IDENTIFICATION NUMBER TYPICAL CROSS SECTIONS STA 121+25 TO 141+70 2,045 0.387 — HIGHWAY 1 IMPROVEMENTS DATE PLAN AND PROFILE — MOSS RIDGE ROAD STA 83+50 TO 106+50 2,300 0.436 �nro�nYl I E-rcr I ENGLISH 1001 10,i E O O UTILITY CONTACTS ELECTRIC MID -AMERICAN ENERGY JASON WARREN (319)341-4425 GAS MID -AMERICAN ENERGY DON MASTON (319)325-4352 TELECOM ! FIBER MEDIACOM TIM EAGEN (319)351-0408 SOUTHSLOPE MARK DITCH (319)665-5323 CENTURY LINK KEVIN HEEREN (319)775-1048 WATER MAIN CITY OF IOWA CITY ED MORENO (319)356-5164 SANITARY SEWER CITY OF IOWA CITY DAVE ELIAS (319)356-5170 TRAFFIC SIGNAL INTERCONNECT CITY OF IOWA CITY GUY IRVIN (319) 356-5181 EXISTING SOIL STOCKPILE (5,800 ± CY). CONTRACTOR SHALL UTILIZE THIS STOCKPILE TO GRADE THE OUTLOT AREA IN THE NORTHWEST CORNER OF THE MOSS RIDGE ROAD/ HIGHWAY 1 INTERSECTION (SHEET R.12). AT THE COMPLETION OF THE PROJECT, CONTRACTOR IS REQUIRED TO PROVIDE A 5,800 CY STOCKPILE OF SUITABLE FILL MATERIAL WITHIN THE TICE OF THIS LOT. v l ie4 C^'� i(i L.Yg - -ter �i �,�n3 i , � � � ♦ ♦ i �� yew - ' i r � '�_ (` .' C ��q � �"� � ( '-���. ♦ _ 3 C?1 �r'-`� il( ', u.ily� �-"� � ♦ .' ,r 't._ �� � S`" N ;, i ,i;,;�` — I� T EXISTING CONDITIONS / SHIVC IA�i �[—RY — U. NM Cly RrOY MyM4M &MWWY.M 2&/WtlblM0�4 WNL py.b1YL@ IMAVH BY: A:a WE. -IJ-M PROJECT"MR e21 YiRL .,, o.......,:.a Maly L, BbXrllpA L` Cll qL 01W 864BOp�Fn OMeW-OPxI � DBYE c1: PATE' p5 -p -¢pp JOHNSON COUNTY 112327-1 EXISTING CONDITIONS 01 siccTs i i __ K .✓ y _I� 4. , Z' 4 2 ie4 C^'� i(i L.Yg - -ter �i �,�n3 i , � � � ♦ ♦ i �� yew - ' i r � '�_ (` .' C ��q � �"� � ( '-���. ♦ _ 3 C?1 �r'-`� il( ', u.ily� �-"� � ♦ .' ,r 't._ �� � S`" N ;, i ,i;,;�` — I� T EXISTING CONDITIONS / SHIVC IA�i �[—RY — U. NM Cly RrOY MyM4M &MWWY.M 2&/WtlblM0�4 WNL py.b1YL@ IMAVH BY: A:a WE. -IJ-M PROJECT"MR e21 YiRL .,, o.......,:.a Maly L, BbXrllpA L` Cll qL 01W 864BOp�Fn OMeW-OPxI � DBYE c1: PATE' p5 -p -¢pp JOHNSON COUNTY 112327-1 EXISTING CONDITIONS 01 siccTs �l / - P i i + u7� / co / 1 IF i -+-- ""`^+.-,,. , l � OO O + + + O + to t `• w� �X�`y`�`�� / �r �'I t 11 SCJ1E N iE£T PROPOSED CONDITIONS (FOR REFERENCE ONLY) Gbf M�DNN•b,YN dy.N•Dw MIIM.N &AMUM.YIC 2BG fbILPr QM. 0w1 CJ6'.bM 6'Q16 '., D.WWN BY, ai: HATES 06y7-IDlt FfmF2T Ml♦BER t6 TSVEETS SH i6NCHAITCFZY as tT mu JOHNSON COUNTY 112327-1 PROPOSED CONDITIONS (FOR REFERENCE ONLY) A 02 1tl 11.•HIDurntUM.•U6ogD.L WNa 9H490.19•�iR {9N H01-0Rt HIEMD DY. GEM DATD - / pr \ \ / / - _ "1s' / 028„ U20, — _ �— �J. \ \ •-�� C3F MULTI_ 121+00 °30- 3 024.. I� STORM INT BEEHIVE I , \% I UNCOVER AND CLEAN OUT EXISTING 681.97RIM STORM INTAKE BEEHIVE STRUCTURE (INCIDENTAL TO CLEARING & GRUBBING) \, / REMOVE 67± LF (INCLUDING F.E.S.) 2 OF 18" RCP STORM SEWER. \ R.O. W. EXISTING FIBER OPTIC LINE - NOT IN \ 1fOR TO PROTECT. -- 1 \ REMOVE 201 LF (INCLUDING F.E.S.) SERVICE. CONTRAC \ OF 24" RCP STORM SEWER 1 122+00 \ 124+00 123+00 \ \ 1\125+00 \ \ EXISTING HANDHOLE AND\F BER OPTIC TO BE PROTECTED IN PLACE. \ ABANDON 24" RCP STORM SEWER AT LEAST 10 -FEET BEYOND \ \ \ rE E \ HANDHOLE, AND FILL ENTIRE PIPE BACK T-0 INTAKE WITH NON=Si-IRm \ \ \ - _ GROUT (PROVIDE SMOOTH FLUSH WALL FINISH ON INSIDE INTAKE WALL) \ \ — R.O.W. - –. 695.76 _ `I - — z.',. p _ -� 5 _ D (Ta _ \ moo— — — --- FC- �o>--- l 0 -;� SAWCUT FULL DEPTH THRU EXISTING J\ INSTALL ORANGE JOINTS AND REMOVE PCC CURB AND ( \ —I �SRM INT \ \ CONSTRUCTION FENCE GUTTER (70± LF) AND 2 -FOOT WIDE - \ �- �' 8 17 =IE 18•RCP (N) ALONG TICE (U.07) SECTION OF ADJACENT HMA DRIVE I - - IE 18" RCP (S) IiI LLII SITE PREPARATION AND DEMOLITION: MOSS RIDGE ROAD \ $JEN]$$ RCP SFiIVEEiAMTE 1' Catlin R ft W,— cny. IA,Dw M°YwgW 6nFa6anmy.k 2899N hp,, Cel+4 bw City,brn 5220.5 nv 91, All ll T,D as -..- all eap,;EC; aIMIE4 ' sua� sr°Opts' aacxrtenoae,e"a�n xsuw° MOWL 19I°an1Mn96 IL, CkM IL Cs19i 95F95w,Fex 1919788L8921 cxE'�n 9w esv. ngre, JOHNSON COUNTY 112327-1 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA '121+O-125+25 w -n -2M - 0.03 $JEN]$$ RCP SFiIVEEiAMTE 1' Catlin R ft W,— cny. IA,Dw M°YwgW 6nFa6anmy.k 2899N hp,, Cel+4 bw City,brn 5220.5 nv 91, All ll T,D as -..- all eap,;EC; aIMIE4 ' sua� sr°Opts' aacxrtenoae,e"a�n xsuw° MOWL 19I°an1Mn96 IL, CkM IL Cs19i 95F95w,Fex 1919788L8921 cxE'�n 9w esv. ngre, JOHNSON COUNTY 112327-1 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA '121+O-125+25 w -n -2M - 0.03 7g" ----- \� 1 - -- r ,I TI N: / RDINATE PIPE REMOVAL T25x0Q / / / / \\)� j °�q„o4 ,J LIMITS WITH NEW MANHOLE CONSTRUCTION METHOD - -- - ~ REVIEWSHEET M.04PRIOR TO REM REMOVAL � i OPERATIONS. 9NSTALL ORANGE ) 17 +00 CONSTRUCTION / / ;/ FENCE ALONG �� � TICE (U.07) 129+00 128+00 \ / ! ✓/ �/ / EXISTING FIBER OPTIC AlND( Ic ?6T➢ ELECTRIC LINES - NOT IN SERVICE. 6t>79f4g L to11 CONTRACTOR TO PROTECT. R=PF S - EMOVE 35± LF (COMBINED) OF 48” RCPSTORM ; -° r/Lo (INCLUDINGF.E. r T Uj, j�Q 84,98 8419 m A - o f °� s&S 73 so r -�� -Y` .— --- -r�x _ — '8 � 'SAWC��TH,AND REMOVE WIDE HMA EDGE 71± LF �lI q/SITE PREPARATION AND DEMOLITION: MOSS RIDGE ROAD SHIVC-:"iL L';;h) j Ceder e e c n r e c r u e e. s u c x e s u e a pk,N•bweCMu,Dm b ae A SNeHatlen.N =Ivacaykwe 626 MEET snOE'c -sIRA- aOHNS7N CLINTY i12327-1 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA125+25-129+5D !WM IL, m w' CNJO a. A.04 � 1 c r s�IE I FE7,9 E, 56-_ A j ( T.C.E.--4---^^- ,�. •.'--- " ✓ i� .Lrx r� r Ir l 132+00 } -I ------ -- ------- v ------------------ i — / CAUTION: COORDINATE PIPE REMOVAL LIMITS WITH NEW MANHOLE CONSTRUCTION METHOD -REVIEW SHEET M.05 PRIOR TO REMOVAL OPERATIONS INSTALL ORANGE CONSTRUCTION FENCE ALONG TICE (U.07) — a� — —R.O.W. _ _ — — - — — — -.z– —-_.--�C FC TF _ – – –v - – – – - – – – -- - – – – – – t _ Fc �— _ � —ro— _ REMOVAL OF PCC CURB AND / GUTTER AND HMA PAVEMENT REMOVE 25+ LF (INCLUDING FES) __4__ / FOR NEW STORM INTAKE / OF 24" RCP STORM SEWER. WITHIN PARKING LOT (M.10) EXISTING FIBER OPTIC AND ELECTRIC LINES - NOT IN SERVICE �\ ——_----- CONTRACTOR TO PROTECT- -- � u�/� w SITE PREPARATION PREPARATION AND DEMOLITION: MOSS RIDGE ROAD SH[ V VHA _— ] %Wr R Pft A. lan chy A • Oee mo A SA a bueM. M 2834 Nar�mre P e bm Qb.Imre 6 2C5 DRAWN er nr w :[: -i -xora IKIJA c- N1,1MR oinL a.cxin. se.¢nalazeun" MMgil. Bbomrylm IL Clle IL im S5a-30.w• F. 13D135e.e921 JOHNSON CDUN'Y 1-- 12327-1. MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA:129+50-133+50 MEET sNc[rs cNECKE. 6n UM pAi[. [En -201a t / r / R.O.W.— — 'k-- � t 1 � � I 129+pp � \ / � 130+00 131+00 I / r� r Ir l 132+00 } -I ------ -- ------- v ------------------ i — / CAUTION: COORDINATE PIPE REMOVAL LIMITS WITH NEW MANHOLE CONSTRUCTION METHOD -REVIEW SHEET M.05 PRIOR TO REMOVAL OPERATIONS INSTALL ORANGE CONSTRUCTION FENCE ALONG TICE (U.07) — a� — —R.O.W. _ _ — — - — — — -.z– —-_.--�C FC TF _ – – –v - – – – - – – – -- - – – – – – t _ Fc �— _ � —ro— _ REMOVAL OF PCC CURB AND / GUTTER AND HMA PAVEMENT REMOVE 25+ LF (INCLUDING FES) __4__ / FOR NEW STORM INTAKE / OF 24" RCP STORM SEWER. WITHIN PARKING LOT (M.10) EXISTING FIBER OPTIC AND ELECTRIC LINES - NOT IN SERVICE �\ ——_----- CONTRACTOR TO PROTECT- -- � u�/� w SITE PREPARATION PREPARATION AND DEMOLITION: MOSS RIDGE ROAD SH[ V VHA _— ] %Wr R Pft A. lan chy A • Oee mo A SA a bueM. M 2834 Nar�mre P e bm Qb.Imre 6 2C5 DRAWN er nr w :[: -i -xora IKIJA c- N1,1MR oinL a.cxin. se.¢nalazeun" MMgil. Bbomrylm IL Clle IL im S5a-30.w• F. 13D135e.e921 JOHNSON CDUN'Y 1-- 12327-1. MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA:129+50-133+50 MEET sNc[rs cNECKE. 6n UM pAi[. [En -201a SCALE IN FEET \ V Lt r -------------�---------------^--- -- / I INSTALL NEW FIELD FENCE (85± LF) AND CORNER POSTS (U.07). I �s SAWCUT FULL-DEPTH '\� �\ AND REMOVE 2 -FOOT \ \ WIDE HMA EDGE (76± LF) F f 7-r --R.O.W.- EXISTING FIBER OPTIC AND137+00 ELECTRIC LINES - NOT IN SERVICE. ! --- - - - - - CONTRACTOR TO PROTECT. / 136+00 - „- I 134+00 / 135+00 INSTALL ORANGE I " i CONSTRUCTION FENCE ALONG I TICE (U.07) I - SITE PREPARATION AND DEMOLITION: MOSS RIDGE ROAD EXISTING OVERHEAD UTILITY POLES TO BE REMOVED BY OTHERS. I 1 �48+ f. + I } 20+ 1 p �`�1� - Y Cefbi flB u-I{M1l9C u.Cee AbTm IA BMe-i6 BkPwi HYD PiJ ➢PiE Fa[IJ-s rvuxBCR ]HELI ILIAL 5HIVGi e . ro c aeaa Wropamm I—ceg Wa sz 15 lou JOHNSON COUNTY ------ 2327-1 MOSS RIDGE ROAD SITE PREPARATON AND DEMOLITION STA'133+56-137+50 n NEETS ne Cxlte Ciuee+exa�xeeuxa F.exIM IL•Bba�0plaE IL-Ch[apP Is 13ffi 8643W0Fat pYB19N6B21 CHECNE➢BY�cee ➢PiE� 06 -V -21U — - A06 ! — T EXISTING SOIL STOCKPILE - CONTRACTOR SHALL I / UTILIZE STOCKPILE MATERIAL TO COMPLETE 11 'I ci / / OUTLOT GRADING IN THIS LOCATION (REFER TO SHEET R.12). REFER TO PLAN NOTE ON SHEET A.01. i V40+0p tt II 00 �o / r EXISTING SILT FENCE - CONTRACTOR TO M / MAINTAIN OR REMOVE AND REPLACE AS NEEDED TO PROTECT STREAM SITE 'PREPARATION AND DEMOLITION: MOSS RIDGE ROAD r� t Cetle� ipplb. IA • Imre CII W •009 WW%IA 9 HsPxy, tic 2934 Na9�m OrvO. k qry, l 52295 WAVN 9Y� niJ 9 TES 06-1]-10:4 �'WMdlx 142+00 SHNC-E IAt CRY M° re L • WaPd m IL • P*c IL I (319) as G • Fee WT,, 3 89z UHNSDN COUNTY 2327-0 MOSS RIDGE ROAD SITE PREPARATION AND DEMOLITION STA:137+50- Ri Pti reC Vee. e•° 1LHE KE^-9Y�CE11 9PiE 6E—U-20IR '0 �� o OVEGETATION UB AND MOVE ANY MAINING CGI= IN ICCsADJUST HAND HOLE A UMPSOR ELEVATION TO IMATCHNEWGRADE / / REMOVE 10' x 5' / REMOVE EXISTING / BOX CULVERT \ / 6 -INCH HMA PAVEMENT AND HEADWALLS RELOCATE SANITARY LOCATOR / (SEE V -SHEETS) rn------;� VALVE AND EXTEND TRACER WIRE r, MILL 1.5 -INCH HMR — / o ti g N 622680.61 r E 2187560.32 SURFACE COURSE m 'RJA E T- - E - - - E- 7OE BOE -1`- \\ n T— .� F — , it — r t 1 �4/�./� 1085+36.08 1084+00 1085+00 V1 SAWCUT 1086+00 T 12.00' L i' —�<e'6 -. — 1' 7+00 - _- - - -g6-0-- ----- ----- ;/87+0() - ---- - -- -- - - _ - --- -LY-`- --- -_ --- + 0 _ - ----_ '/SAWCUTANDJ '- - - SAWCUT AND H/ ,// REMOVE /„' /�' 6 -INCH CURB REMOVE 4 -INCH � � Em,c REMOVE 6 -INCH CURB ---j;/I PCC MEDIAN ----- _ -:7- _ _ - - �- i 087+6189 1.5 -- - -T _ - T- - =T _ - l REMOVE INTAKE --- T-- - -T- - SEE SHEET U.O6 -- NOTES: / SEE L SHEETS FOR ADDITIONAL GEOMETRIC CONTROL FOR REMOVAL LIMITS. CITY OF IOWA CITY WASTEWATER DEPARTMENT TO TEST TRACER WIRE PRIOR TO COMPLETION OF SANITARY LOCATOR VALVE RELOCATION. SITE PREPARATION AND DEMOLITION: HIGHWAY 1 SHINC-HATTGRY�BdetMFSw.WeGH.w.0.b:w HMaklel be 2&MNwIM1�6MdbnClMbm62215 DRAWN 1D KN DATE. AgCHiiF[IIIq E.ENOINEF[ING ANY4R•flhnt�Yltlt IC •(}y D (318I 3649DE0 I F8y 15gi 3546921 CYECKED .1 .111 -TO JOHNSON COUNTY PROJECT NRIHER 1723271 SITE PREPARATION AND DEMOLITION STA:83,00-87+$0 SCAL k .£E — EXISTING SMH 1 / REMOVE FLAT TOP AND REPLACE WITH CONICAL SECTION, AND RAISE RIM ELEVATION 0.2FT±TO ELEVATION 685.0. / FIELD VERIFY DEPTH OF FLAT TOP SECTION / \ y PRIOR TO ORDERING CONICAL SECTION. GRUB AND / \ / REMOVE s REMAINING TREE / I STUMPS IN THE AREA NORTH OF GRUB MOVE \ LIFT STATION PAD STUMPS ALONG WEST SIDE OF HWY 1 I r --R.O-W-- - f !rte ti - NO CONSTRUCTION STAGING ON LIFT STATION PAVEMENT. REFER TO SHEET U.04 FOR D LS OF LIFT 1087+63.89 i _ STATION PAVEMENT REMOVAL AND ONSTRUCTION. F0- �- \ o T /I OE-,, -FO_ Oc — _ MILL 1.5 -INCH HMA _- - _ _ __ _ - --} ,i - - - - I __ - - = OF -7SUURACE COURSE VL `- J=OE G _ . G_--- ,'--, t _-- --- - ---- ( - - - - �- - - - - -F --_ - l l\/ l - t v X092+p0 zz __�-- ---- ------------- -- ���- --- 89+00 z _ 88+00 ` �G / REMOVE 4 -INCH PCC MEDIAN --_� - - M MILL 1.5 -INCH HMA g / 92+00 SAWCUT AND 10g+63 8 SURFACE COORS - REMOVE EXISTING 10" PCC I REMOVE EXISTING REMOVE 6 -INCH CURB REMOVE 4 -INCH WITH 3" HMA SURFACE. J — _ -_HMA PAVEMENT -.--cam T.--.-.-. --_ _ PCC MEDIAN - - - ----- ----- _.- -_- _ SITE PREPARATION AND DEMOLITION: HIGHWAY 1 •:J pq'E PR0.@G NUMBER SHEET 5t IIVCi`:+lT %i`i CBtlw gpd IA, um City, IA. MB Ma eAw SM1ue He rery.h 2Ba Non pa are mw Cry.bre Gua TAWI Bn ow JOHNSON COUNTY 2327-i SITE PREPARATION AND DEMOLITION STA 87+50-91+50 No' APCNIiE Ciu RE+EncIry EE0.1 HE MOlhq t+ BbMEVM IL• CN ML f81B1864 IF G4B)2S9'9827 CNECtEB BT fiM BATE B6-i'/-2JIG A'� Z 1 EXISTING SMH 1 (72" DIA.) rz_ REMOVE 684.80 LAT TOP (9"±) AND UPPER BARREL SECTION (32"±) AND REPLACE WITH °\ \ CONICAL SECTION TO RAISE RIM 0.2FT±TO ELEVATION 685.0. PROVIDE NEW FRAME, LID, STEPS AND CHIMNEY SEAL. FIELD VERIFY DEPTH OF REMOVALS " '^+( i �� iii ' PRIOR TO ORDERING CONICAL SECTION. ALIGN OPENING WITH STAIRS BELOW. � i ALL THIS WORK IS INCLUDED IN THE MAJOR MANHOLE ADJUSTMENT BID ITEM. f CI, Y lvlip "; GR B AND A / REMOVE I REMAINING TREE STUMPS IN THE I AREA NORTH OF / GRUB AND REMOVE LIFT STATION PAD TREE STUMPS ALONG ,T WEST SIDE OF HWY 1 - -- ADD NO CONSTRUCTION STAGING ON LIFT STATION PAVEMENT. REFER TO SHEET U.0 -R.O. W-_ FOR DETAILS OF LIFT STATION PAVEMENT REMOVAL AND RECONSTRUCTION. - j 1087+63.89 . ACCESS TO LIFT STATION TO BE MAINTAINED REFER TO SHEET MS.06 , COORDINATE I j -12.00',L / WITH OWNER TO SCHEDULE WORK THAT REQUIRES DISRUPTING THE DRIVEWAY. OE- _ - -- - - — - — - - .�✓1,5-INCH- _,IFIL I �_ -` CE--------_--_- MILL HMA - --CE-- - COURSE -7 -- _ _ 1. 1 - - -_ -- -- T - - -- - -----_- _ SURFACE — ,�'�—T--' __ ------ -r4--'1-- --T 74 Tl� 1092+ • 00 88+00 89+OQ� i �90�� A� l ♦ L r J l n -���_-��--�-p-'------------- a>� r REMOVE 4 -INCH PCC MEDIAN SAWOVE AND / WITH "HMA SURFACE. 92+00 --MILL 1.5 -INCH HMA —= V REMOVE 4 -INCH 1 REMOVE EXISTING 1087+63.89 SURFACE COURSE I REMOVE EXISTING 10" PCC 1.50 L REMOVE 6 -INCH CURB �_ HMA PAVEMENT _ - PCC MEDIAN -iT T _ .. _ - - _ _ -� - — - — \/r --FIAT �r ft Pl $ •Imre CIM. A `Cos Ms 1A ShI H.,,!, 2534 N N.te Cmre, b CV, 1. 32245 PRAWN NY. AT1 WEP Md'M IL •01owN'vgtory L•Gh'ceW.IL 019)364-3:%0 Fart (319)3 6821--EHECRE^BY. 1M P7 JDHNSEN CDUNTY Nuxe=_a ! 112327-1 SITE PREPARATION AND DEMOLITION STA:67150-91,50 \ T R.O. R.O.W.- - - - -- - - \ W--. REMOVE EXISTING - - HMA PAVEMENT' s FO— — -0E - - \ - - - z -DE - - OE- F -c --- OE 0= - -0E---,- -FOS —c-- — cc— — -c - -c- � -- c - -T- T- - - - T - - - T- -� 092+00 - -1093+61.30 1093+00 ---_— ..—_-_._._-.-.___ _�— I - - _ - - - 92+00 93+00 REMOVE 4 -INCH -911 0.93 R <7<7< � PCC MEDIAN O1 _ - - - - 93+41.14 STA 93+70 TO STA 1099+90 REMOVE 525 LF OF EXISTING FIELD FENCE - REMOVE �6E F.E.S. FOR EXTENSION FO \t= -R.O.W.- - ra - = -FO- �i i`�. Z _ T 94}00 - 95+00 ---- - - 93+41.26 3001'R -- --- I- - - { - - ?- - - - -I- - -/ -T - --- —x— — _ REMOVE EXISTING f HMA PAVEMENT SITE PREPARATION AND DEMOLITION: HIGHWAY 1 MILL 1.5 -INCH HMA SURFACE COURSE SHIM=1wIP•41 I ER I camp f0gm, w • wne arr, w • oee naFR& w $ka@-IkXRy, bK 2&A WMIIQ-IB DSV, bre Cly, kms '5120.5 DRAWN BYE DNiE� 2-I1201A PROJECT NUMBER S NEEi OiNI W �e<xliecruye.v Nalneec�Ne mdk�r •ew..�uigldu lt•enfapai qlW asavwo•r-R, brei ssaeEm n�Eclnv �, W. DAA, JOHNSON COUNTY 912327-1 SITE PREPARATION ANDDEMOLITION STA: 91+59-95+50 ADI.D s+EE*s n- ma —T.C.E— 1 �/A REMOVE 36 LF (INCLUDING FES) / it OF 18" CMP CULVERT iU+L IN FEET 1 STA 93+70 TO STA 1099+90 R.O. W. — REMOVE EXISTING — REMOVE 525 LF OF ; \� — HMA PAVEMENT — EXISTING FIELD FENCE ; TREE STUMPS SHALL �? 1 Fey BE REMOVED ALONG REMOVE 36" F.E.S. FOI�',EXTENSIION - sB-A WEST SIDE OF HWY 1 ---_FO— — —FC— — — ;6' --FO— —i — — — —FO— — - - —FO— v — — --_,0 J / MILL 1.5-INCH HMA ms / - SURFACE COURSE -- - - -- - ---_-�-_ ---------------u------ - 7, �- 0 - �r —G --- �E - - . -�- -- - � - g� F -G- G . G G G —� -- G --. - -G. - - — 1- T- - T- - '_ - T- - 'i - - -T- - - - -T - � -_-- - i - - - - - -T-- - - - - -1 - - -T- �- -T- - - - - T ,- , ---- - - - - - - - - - _ - -1-098+36,65- - - - 1�9g+36 66 � _ 5+00 -yi-.y 10 OTL rrte_ �� ? rI-iT– SAWCUT 0.8TR ����V+1095+56.47 �+8. F95+00 96+00 97+00 98+00 /0098+L36.70 99+00 SAW \�/,Z��� AUT } H-i *-+-t,�-+' Y--,-1-�,_� I-f- -i1+�_- L tt- r F}, ,Ff�} �~r 't a-+i, L-I-'---+ 7. i Tom•'-i '��-I-F'Ti-F�''i�_ �+t+—-r-L -_I-.-i - — — —. - _- - -- %_ - - 12.07'R - 1 - — — — — — — — _ �.ar - f, � _- _ - - ----- _ —�— —. TT— — —_ r MILL 1.5-INCH HMA - SURFACE COURSE rn TREE STUMPS SHALL REMOVE EXISTING REMOVE 36" F.E.S. FOR EX ENSION BE REMOVED ALONG HMA PAVEMENT SIDE OF HWY 1 — a:�.L SITE PREPARATION AND DEMOLITION: HIGHWAY 1 n' Jx SHVC-�IATTEFRI' CBOBfRp $A•bW Clly.IA•Oe M1b®&N 8MBH9 ..1.. 'c�'J6N.#WW JTv W. 04. W. 54245 pe<xn ee ruae.eeeirreevee WinII, a•eroomyoroA IL• ChiAIp IL pfl1354 IF. Ufl)954Ae21 DRAWN 9Y' PO DATE p_17-2Y14 PROJEC' A M3E4 1 JOHNSON COUNTY 11232]r SITE PREPARATION AND DEMOLITION STA'95.5D-99+50 nB. - All AL TD 7 3"E:Te CICIXED Dy, cer.+ DATE, Ds-n-2m4 IN ■ I I �--- T.C.E.- 'I 1 ll STA 93+70 TO STA 1099+90 REMOVE 525 LF OF EXISTING FIELD FENCE — — — � I \ ' I -1 - - - -FO - - - -FO REMOVE EXISTING HMA PAVEMENT — — — —R.O.W. -Fo- - - - -FO- -Fo- - - - FO - - - 1 -I I 4QT 1 i �a r� J - - -FO- - — x x — --- -- — GE OE — OE DE OF `x'E — -!OE Iri— 0= - - .. 0 — —FO — — 1 0— — TO— — — — —FO— I v G- G G T— — — T=T — — � T— — T— T— T— — — T — — — -T — - _ -- -- — 99+00 C SAWCUT 100+Od �12.07' R r `�---------j------ =1----�--� I _ MILL 1.5 -INCH HMA SURFACE COURSE SITE PREPARATION AND DEMOLITION: HIGHWAY 1 110 00 1102+00 1103+00 —� —l— —� 101+0 102+00 - 103+00 RELOCATE MAILBOX LOCATION TO BE APPROVED BY ENGINEER REMOVE EXISTING HMA PAVEMENT SHIVca leiiT' F?S' GBWr �pkM A• WR • W • Cea kre4 W 6 e a a •tc d6 a6�h IX RbmCX bm 6 TA6 6RAWN 3T ATJ 6AiE 06-1]- OIA P OSCi NUM6ER KEi iOiPL ♦.c Klr_—ve A-rTe FJ rwmw.l•a +ettn a. arcepo,R {apl3sq.3Daa`rax g151 asq-e921 J7HNSON COUNTY 112327-1 SITE PREPARATION AND DEMOLITION STA: 99+50_103+50 w. swEis CHECKEC 3V. CEM1I APIli-2C19 A.12 I i sral 1 SCALE IN E<E< ` —F0— — \ — — `U _.._ — — FC —. Y -C— — — —FC — — - — FC— -- — — -- —.=0 --- :— — —. —``C— — � G •G— — — — — — — — — — — — —T �1 +v-— — — — — — — — --- — — --- — — — II / 11 103+00 1104+00 �u 1105+00 1106+00 1107+00 1107+54 103+00 , 104+00 105+00 106+00 106+39.98 107+00 107+54 �SAWCUT 77129 i=�!'(r�-'.r'(-1-L�1 .'y rt �+ I-� j'"'.:?•`iTF,f'Zy s t=hfi�T--kTjF- -1 ,--fir-Z-�i-T I--F-i- 12.00'R + ti'i,_ I 1 11 n REMOVE EXISTING i- HMA PAVEMENT r� SITE PREPARATION AND DEMOLITION: HIGHWAY 1 `' SHI V I_F+$-A� LR Y CB r i A• P CI!)'. A • CBB M W mu.e. IL•almwgiara•cmcepo, IL $NM1B-Wx61}'. h Y N.IhPB Oe.M IL CV. IOM® 6T2C6 fe�ax aaaa• Bax prel sao-e�f nRAMN BTi nCiE� pE_,A_Ep�q JOViNSIIN PROJECT NUMBER CUUNTY 112327-1 SITE PREPARATION AND DEMOLITION STA: 703+50-107+59 SHEET rvn. A73 TOTAL sMEETs wecxEn Br. rM Be*E. os-v-zow a xcxlrt c. uxt.enoneex�No T.C.E. 3, Longitudinal Subdrain 3'-0" from back of curb from Statim 125+50 to 126+75. Subdrain 6" man back of curb all other Icrationk O2 Subdrain intake outlets at Statim 124+50, 126+75 old 131+54. See "E" Sheets for locations. Refer to Standard Road Plan RF -19C T.C.E. 1 1 I I FUTURE Station to Station GAS, ELECTRIC, 131+75 TELES, CABLE 27.5 _ ___ 133+55 000 27.5-33.5 136+62.96 138+98.85 C,` Longitudinal Subdrain 3'-0" from back of curb from Statim 125+50 to 126+75. Subdrain 6" man back of curb all other Icrationk O2 Subdrain intake outlets at Statim 124+50, 126+75 old 131+54. See "E" Sheets for locations. Refer to Standard Road Plan RF -19C T.C.E. 1 1 I I FUTURE Station to Station GAS, ELECTRIC, 131+75 TELES, CABLE 27.5 _ ___ 133+55 000 33'-0" 4.00% } _ J STORM SEWER (� i 124150-126+75 S±/ SHEET M.01 / WATER MAIN, TYP MW SHEETS O EXCAVATION, CLASS 10 % ROADWAY & BORROW `SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12" AND RECOMPACTED TO 98% STANDARD PROCTOR DENSITY BETWEEN STATION 121+27,06- 121+50, 125+25-126+00, AND 127+75-128+50. WORK CONSIDERED INCLUDED IN COST OF EXCAVATION, CLASS 10, ROADWAY AND BORROW ITEM. 2.00% ;"I F94NCH PCC 6" INTEGRAL PCC CURB AND GUTTER -- _ k_ 2.00%�— • 24 6" DEPTH MODIFIED SUBBASE COMPACTED TO 95% STANDARD PROCTOR DENSITY --------- _.-.------ TOP — TOP 1 FOOT OF SUBGRADE TO BE COMPACTED TO 98% STANDARD PROCTOR DENSITY. SUBGRADE TO BE COMPACTED TO 96% STANDARD PROCTOR DENSITY BELOW 7 FOOT DEPTH' m Station to Station 121+27.06 131+75 72" TYPICAL PAVEMENT CROSS SECTION - MOSS RIDGE ROAD NOT TO SCALE N. ROW 33'-0" TO 51'-0" I I i 4 00°/0 FUTURE 35� GAS, ELECTRIC, `�. I • TELE&CABLE \ O O O*bIf— EXCAVATION, CLASS 10 _ �r Y ROADWAY &BORROW _ Cl_ OSubdrainiMake outlet -- --_---- at Station 137+90. See WATER MAIN, TYP --- "E" Shoats for bocation. MW SHEETS Rafe, to Standard Road Plan RF -19C, L Feet Station to Station 15.5-27.5 131+75 133+55 27.5 _ ___ 133+55 136+62.96 27.5-33.5 136+62.96 138+98.85 PCC 6" INTEGRAL PCC CURB AND GUTTER 2_00% 6" DEPTH MODIFIED SUBBASE COMPACTED TO 95% STANDARD PROCTOR DENSITY —___—_ _._.._.________.____--.--- ----TOP 1 FOOT OF SUBGRADE TO BE COMPACTED TO 98% STANDARD PROCTOR DENSITY. SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY BELOW 1 FOOT DEPTH rr Station to Station 131 +75 138+98.85 TYPICAL PAVEMENT CROSS SECTION - MOSS RIDGE ROAD NOT TO 5CALL 6:-0:: 4.00% A 8'-0" 1.50% 200% T.C.E. I \ 7 J `POROUS BACKFILL ay5. EXISTING GRADE (TYP.) GRADATION NO, 29 6" PERFORATED SUBDRAIN Foreslope Alternate ` (EACH SIDE) Station to Station 1 126+00 1 127+80 33'-0" TO 39'-9 4.00% 24" —SANITARY SEWER, TYP MS SHEETS _ f `POROUS BACKFILL �—EXISTING GRADE (TYP.) GRADATION NO, 29 6" PERFORATED SUBDRAIN (EACH SIDE) 12" `----- SANITARY SEWER, TYP - MS SHEETS Station to Station Feet ""-7 C—) T --y 15.5 138+05 138+95 _ W.I C'S tLh d 21.5 C,` _ f `POROUS BACKFILL �—EXISTING GRADE (TYP.) GRADATION NO, 29 6" PERFORATED SUBDRAIN (EACH SIDE) 12" `----- SANITARY SEWER, TYP - MS SHEETS Station to Station Feet 131+75 138+05 15.5 138+05 138+95 15.5- 21.5 138+95 138+98.85 21.5 SHIVCI /•3•„ � a Ce3r 0P W•bW C A M g;W sh.Ht"llt 283`1 whites, PNB. W elly, Psa 5'1215 �x Y BY: CEN OAiE: p6 -2014 RnJEC' N BER ( sN]E —,.—, a Bcnnecrner.SnclxeBvlxc Ndro.lk `e�^+^Nan a.cNre11o,a t3E9) lakkas4o• Ear,(319)354-81121 w_rr"o nw coo nn": as-n-zow JOHNSON COUNTY 172327-1 _ TYPICAL SECTIONS - MOSS RIDGE ROAD ]3.01 ( SEE R SHEETS FOR 1 GRADING CONTOURS t BEYOND N. ROW 4.C_G% + d FUTURE + GAS, �ELECTRIC, &� T TELE 8 CABLE EXCAVATION. CLASS 10 F) 0--- ROADWAY&BORROW — WATER MAIN, TYP MW SHEETS OType A-2 subdrain cleanout a` Station 141+W. See "E" Sheets for vocation. Refer to SODAS Figure 4040232. 4 39,-0, 33-6" 1 2.,.-6.. ! 6.6.. ----9-INCH PCC I 1.50°/ PROFILE GRADE 61 INTEGRAL PCC q00°/o '�-- __ CURB AND GUTTER t — 8" PCC WA 2009. • 24• —8" DEPTH MODIFIED SUBBASE _ COMPACTED TO 95% STANDARD '•wti PROCTOR DENSITY 1 . -- i---TOP 1 FOOT OF SUBGRADE TO BE COMPACTED TO 98% STANDARD PROCTOR DENSITY SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY BELOW 1 FOOT DEPTH r Station to Station �38+98.85 1 141+10.73 2 TYPICAL PAVEMENT CROSS SECTION - MOSS RIDGE ROAD N0; TO SCALE S. ROW 2.00% .v'—__'_ PCROUS BACKFILLEXISTING GRADE fTYP } GRADATION NO. 29 \. 6"PERFORATED SUBDRAIN (EACH SIDE) NOTE. SIDEWALK ELEVATION DEVIATES FROM TYPICAL SECTION AT STATION 140*00. REFER TO SHEET S.02 FOR SIDEWALK PROFILE SH IEHATTERY c6aar t, A, w Cft ;A • oA Md A Sn ff;,U", ln= MM Nalhpe UNB. b City. eyp 5'1246 �UR " 9x CEM Cera y6-1]-2010 _ "D.£i- NUMBEF t Nar SKE7S Moanaw•I3bmeplat IL cA;regna 1sro1 as4-aD4u•reA Pglauas2t 'TT"" ice 6n.E, 06--r.n JOHNSON COUNTY 112321-? TYPICAL SECTIONS - MOSS RIDGE ROAD Do- ll. r- awnwc3 —� Y — (m5 Z' D 2 cv S. ROW 2.00% .v'—__'_ PCROUS BACKFILLEXISTING GRADE fTYP } GRADATION NO. 29 \. 6"PERFORATED SUBDRAIN (EACH SIDE) NOTE. SIDEWALK ELEVATION DEVIATES FROM TYPICAL SECTION AT STATION 140*00. REFER TO SHEET S.02 FOR SIDEWALK PROFILE SH IEHATTERY c6aar t, A, w Cft ;A • oA Md A Sn ff;,U", ln= MM Nalhpe UNB. b City. eyp 5'1246 �UR " 9x CEM Cera y6-1]-2010 _ "D.£i- NUMBEF t Nar SKE7S Moanaw•I3bmeplat IL cA;regna 1sro1 as4-aD4u•reA Pglauas2t 'TT"" ice 6n.E, 06--r.n JOHNSON COUNTY 112321-? TYPICAL SECTIONS - MOSS RIDGE ROAD Do- ll. rL 1.50! INCH PGC 50% 1,50% ----- / STORM SEEM SEWERHEETS - EXCAVATION, CLASS 10 E, Station to Station \` EXISTING GRADE (TYP.) ROADWAY & BORROW 283+48.83 1 285+37.97 TYPICAL CROSS SECTION - HIGHWAY 1 SIDEWALK NOT TO SCALE e -INCH PCC 2.001 1.50% i EXCAVATION, CLASS 10 ROADWAY & BORROW TYPICAL CROSS SECTION - HIGHWAY 1 SIDEWALK NOT TO SCAT E IL. R &INCH PCC 3.5:1 to 151 TI PROFILE GRADE t50°! E TO Ft H, \ — — 1.50% I `UNIFORM TRANSITION CROSS SLOPE . . FROM 150% LEFT TO 150% RIGHT 1\ /r \ STATION 289+90 to 290+15.23 r rr i T \ i EXCAVATION, CLASS 10 Station to Station ROADWAY & BORROW EXISTING GRADE (TYP) 285+37.97 1 290+15.23 TIET VARIES Oo OSS RIDGE Station to Station \ ------ --EXISTING GRADE (TVP.) 290+15.23 1 291+00.00 AR<HI �5HI V EHA 1 1 EFZY CRbf f 'd% - — Clly. A, Dab Mm—A SHR -H9 ,, M 2999 NWWW Q'IYL.IP.YQ Gly, on lot 5 W4 4 BY: LIM ➢ATEi p(_I]-2110 PRpJEC- tRIMeER M17a1M IL , MWGjkpfo, IL, Cho,, IL (3m)3549P10, Fs1 C3N1359$V21 CHECKE➢3V'. JOB ➢ATEA C6--IJI'N$[]N COUNTY 112327-1 TYPICAL SECTIONS - HIGHWAYI SIDEWALK TECTUREVENOINEERINO NO f $MTEi$ n-zml B.03 L Feet Longitudinal jointL-7, RT, or 3 1085+36.08_ +36.20 i 1086 3-22.4 1086+36.26 i 1089+44.77 'KT -2'. Refer to Standard Road LJ_ Feet i SB Station to Station I 11.0-0 1085+36.08 1087+63.89 10.5-0 Plan PV -101. Refer to L Sheets far additionaljointing details. O2 Transverse Joinl'CD'spacedat20' nominal. Refer to Standard Road SOUTH Plan PV -101. Referto L Sheetsfor BOUND additional jointing derails. 10 SHOULDER 12' SB THROUGH TRAFFIC LANE 1 ^,2' SB THROUGH TRAFFIC LANE C U' Sloped Curb. Refer to B'-1 HMA 1065+36 W 1086+ 62C { L O td �� Standard Road Plan PV -102. ® Existing in installation 1' 2 5' VARI t Extend outlets . Refer to Standard f VARIES I I ' Road Plan RF -19F. See Table RF ��40y, MATCHEXSTy I PROFILE GRADE on Sheet B 05 far locations. 27" t------ Tr• N�IDPT r _ E%LAVATION, CLASS 10 ROADWAY & BORROWQ EXISTING6' HMA- IT � ,- SHOULDER EXISTING 10" PCC WITHHMA �--`6" MIN MODIFIED SUBBASE I 1 INT. AND 1.5" SURFACE COURSES -. .i --i MILLAND REPLACE HMA SURFA L Feet SB Station to Station 3 1085+36.08_ +36.20 i 1086 3-22.4 1086+36.26 i 1089+44.77 LJ_ Feet i SB Station to Station I 11.0-0 1085+36.08 1087+63.89 10.5-0 1087+63.89 1089+53.78 .0' PCC PAVEMENT SB Station to Station 1085+36.08 1089+53.84 NORTH 2'GRANULAR BOUND r 12' NB LEFT TURN LANE 72' ND LEFT TURN LANE 12' NB THROUGH TRAFFIC LANE 1T NB THROUGH TRAFFIC LANE 6' PAVED SHLDR SS25 I I 1 l 3 ` '.AgrPROFILE GRADE 2.0°o y ` - _-_ __-_ VARIES-* - - - a rl�tL. i 4 P^C MEDIAN I SI I I EXISTING6'HMA j - EXISTING 10' PCC WITH 1.6" HMA D SHOULDER E COURSE ITINT AND 1.6" SURFACE COURSES '- NB Station to Station Table RF - Subdrain Ext. Locations 85+03.98 89+49.91 1086+50± I 1087+00± TYPICAL PAVEMENT CROSS SECTION - HIGHWAY 1 SB WIDENING, NB DUAL LEFT TURN LANES NOT TO SCALE MOSS RIDGE ROAD SEE L.06 T KT -2 JOINT SEE .O SEE L.O6 to VARIES, 9.9'- 14.3' 3 (p) C 9" PCC BID ITEM c°e 2' 12' SB THROUGH mOP�C'iC SHOULDER SOUTH BOUND --- t I '- EXISTING tIX' PGC VdTH 1.5" HNA INT. AND 1.5" SURFACE COURSES MILL AND REPLACE 15" HMA SURFACE COURSE ' FVA SB Station to Station 1089+53.84 1090+92.R_j 98% NORTH BOUND 12' NB LEFT TURN LANE 1 12' NB THROUGH TRAFFIC LANE 1 2 GRANULAR 'I MATCH AMPROFILE GRADE. EXSTy __ VARIESy _ - __- -__.L --- - -- \` _ __-,U I I I I I EXISTING 6" HMA EXISTING 10" PCC WITH 1.5" HMA 4 I I DI SHOULDER I INT. AND 1.6" SURFACE COURSES LJ NB Station to Station 89+40.91 90+75.01 TYPICAL PAVEMENT CROSS SECTION - HIGHWAY 1 AT MOSS RIDGE ROAD INTERSECTION NOT TO SCALE !�Y�aria-Hs"ORFMN HYD CEM U E PROJECT NUMBER SFSEi 72i4L Si �tVCt tO���rt1 ceaar mpoL I B."PEry,w•DuM IL w ,on 683040 rete RN Ser -City. Nva 5zz4s JOHNSON COUNTY 112327-1 TYPICAL SECTIONS - HIGHWAYI e siE_-s AALNI iE RugE+E NaI NE'RINo MdhB. IL•BkvnYplaq lL+pV'sgq 11 { (3181356-'.qi0• F. pW1351-f1921 [yIE[KE➢HP JCB OPiE 0611-2014 B,g4 ON 10' w 3, DITCH PROFILE GRADE y:� EXCAVATION, CLASS 10 ROADWAY& BORROW Longitudinal jant'L-2','RT'or 04 Existing subdrain installation. Extend 'KT -2'. Refer to Standard Road outlets. Refer to Standard Road Plan Plan PV -001. Refer to L Shoals RF -19F. See Table RFforlocations. for addltionstanling details. 12 OS Continuous Trench Drain. See Sheet �2 Transvereejoint'CUspacedet20 U.08 for details. nominal. Refer to Standard Road 101+00.00 PIan PV -101. Refato LSheelsfor © Milled Shoulder Rumble Strip with iT additional pirating details. Gapsevery48'. Referto Standard Road Plan PV -12. Sea Table MSRS O3 6" Sloped Curb. Refer to far locations. Standard Road Plan PV -102. Table MSRS - Milled Shoulder Rumble Strips 1095+10 to 1099+89.78 93+40 to 99+20 101+50 to 106+40 5 SHOULDER I 12' SB THROUGH TRAFFIC LANE VARIES SEE L.0 Table RF - Subdrain Ext. Locations 1093+90± 1094+10± SOUTH BOUND 12' SB THROUGH TRAFFIC LANE PAINTED TURN LAt VARIES SHOULDER NORTH BOUND I _ 2-02' TRAFFIC LANES _ 16' PAVED ^ 25'-3 38' SEE L 01 FOR GEOMETRIC DETAILS VARIES �2.6 VARIES SEE LOT �► - _ - PROFILE GR, -* - EXISTING 10" POC WITH 1.5" HMA INT. AND Lff- SURFACE COURSES (TO BE REMOVED) 12" litaLilf liynin;K•Ir51VaalAllr9':f52.YWilluuJ:uMKelm-3All611CA SB Station to Station 1090+92.84 1 1093+61.22 TYPICAL PAVEMENT CROSS SECTION - HIGHWAY 1 SB WIDENING, SB LEFT TURN LANE NOT TO SCALE SL SB Station to Station Feet 93+40.00 99+20.00 18_-T2__ 1093+61.22 1094+60.00 12 1094+60.00 1099+89.78 10' f� ,y. DITCH PROFILE GRADE O EXCAVATION, CLASS 10 ROADWAY & BORROW 2.5" GRANULAR SHOULDERi i ML I SB Station to Station Feet 0-10 1095+56.47 1 1099+89.78 8R Feet SB Station to Station 10.9-1.0 93+40.00 99+20.00 1 94+00.00 SUBBBASE R Feet SB Station to Station 1.5 - 11.0 93+40.0099+20.00 11.0-0.8 99+20.00 106+40.00 WIDTH VARIES SOUTH BOUND NORTH BOUND S PROFILE GRADE MAIC MATCH -r EXST ARC �� PROFILE GRADE MAT MATCH EXST 20%1 �O _ EXISTING HMA BASE WITH 1 �_. HMA INT. ANDND 1.5" SURFACE COURSES - - I I REMOVE EXISTING LJ 5' HMA SHOULDER EXISTING 10" PCC WITH t5"HMA INT. AND 1.5" SURFACE COURSES ■nn ntu•nmanettnea_v1a SB Station to Station 1093+61.22 1099+89.78 NB THROUGHIMERGE LANE I' L 4" PCC MEDIAN NB Station to Station 90+75.01 1 93+44.84 &'SHOULDER 4.0%. NB Station to Station 93+40.00 1 106+40.00 2'GRANULAR �VARIES� � -- ---- I I I � I I I I 04 j EXISTING 6" HMA SHOULDER I .I EXISTING 10" PCC WTH 1.5" HMA INT. AND 1.5" SURFACE COURSES L6"MINIMUM 0 - 6 MODIFIED 1 94+00.00 SUBBBASE REMOVE EXISTING EXCAVATION, CLASS 10 6"HMA SHOULDER ROADWAY B BORROW NB Station to Station 93+40.00 1 106+40.00 2'GRANULAR �VARIES� � -- ---- I I I � I I I I 04 j EXISTING 6" HMA SHOULDER I .I EXISTING 10" PCC WTH 1.5" HMA INT. AND 1.5" SURFACE COURSES W Feet SB Station to Station 0 - 6 93+40.00 1 94+00.00 it 94+00.00 95+00.00 5 - 9 95+00.00 99+50.00 2 W Feet SB Station to Station 0 - 6 93+40.00 1 94+00.00 6 94+00.00 95+00.00 5 - 9 95+00.00 99+50.00 2 99+50.00 101+00.00 10 101+00.00 106+39,84 Table RF - Subdrain Ext. Locations 93+g0± 94+10± 1D0+50±1102+50± 106+00± 9TYPICAL PAVEMENT CROSS SECTION - HIGHWAY 1 SB WIDENING, NB WIDENING 9 NOT TO SCALE SHIVC-HAiiLfaY CNlrRePtleIf,PsebRJ,N°ae GF�K 8t re' Ys Alma allm&IGaCRY. A 4!2,15 DR4VNHY CEM RpJECiNJNBER SNEEL 1014L n1dlla o_•e a. a � '� JOHNSON CUUNTY 112327-1 TYPICAL SECTIONS-HIGHWAY1 Np secErs AICXIiPCiVRIeIHGINlEpINC Im➢My1M d•g 130354.3(40 J �'➢�1 G_WNBY,T. J➢➢ ➢AiE06-. )-2W0 B.OS I ESTIMATED PROJECT QUANTITIES 1' HWY 1 AREA - WORK WITHIN IOWA DOT ROW MOSS AREA - WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE ITEM IN EM CODE ITEM UNIT II DIVISION 1 i DIVISION 2 ,., DIVISION 3 i 1 DIVISION 4 TOTAL QUANTITY AS BUILT QUANTITY 1 2101-08 01 CLEARING AND GRUBBING ACRE 0 10 0 0 10 2 2102-2710070 � EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 7,000 64,500 0 0 71 3 2105-8425015 SOIL, STRIP, SALVAGE AND SPREAD CY 2,800 7,800 0 10,600 I 4 2115-0100000'. MCDIFI SUBBASE CY 2,050 2,275 0 0 4,325 5 2121-7425010 f GRANULAR NU LDERS, TYPE A TON 110 0 0 0 110 6 2122-5500060 'PAVED SHOULDER, T MIX ASPHALT MIXTURE. 61N. SY 1,325 0 0 0 1,325 , I 7 I 2 21 3-71 00400 RELOCATION OF MAIL BO EACH 1 I 0 0 0 1 L 8 I 2214-5145150 I PAVEMENT SCA RIFICATION BY 1, 0 0 0 1,210 9 1 2301-1033090 _.. STANDARD OR SLIP FORM PORTLAND MENT CONCRETE PAVEMENT, CLASS C. CLASS 3 DURABILITY, 91N, _. SY 470 8,380 0 0 8,850 10 i 2301-1033100 STANDARD OR SLIP FORM PORTLAND CEME "CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 10 IN. 4,270 0 0 0 4,270 11 2301.4875004 MEDIAN, P.C. CONCRETE, 41N. SY 436 0 C 0 436 12 I 2301-7000110 PAY ADJ INCENTIVE/DISINCENTIVE FOR PCC PAVEMENT NESS (BY SCHEDULE) EACH 11,808 0 C 0 11„808 13 '', 2303-0041500 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), BASE COURSE, 112 IX TON 470 0 0 0 470 14 2303-0042500 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), INTERMEDIATE COURSE, 1 . MIX TON 460 0 0 0 460 15 __..i 2303A043502 -... HOT MIX ASPHALT MIXTURE !3,000,000 ESALJ, SURFACE COURSE, 1/21N. MIX, F ION L-2 ..._ TON _ 580 0 0 0 580 16 2303-0245828 I ASPHALT BINDER, PG 58-28 TON 30. 0 0 0 30 17 2303-0246428 ASPHALT BINDER. PG 64-28 TON 65 '.. 0 0 f 0 1 65 18 2303-7000610 PAY ADj CD FORHMA MIXTURE LABORATORY VOIDS (FORMULA -BY PAY FACTO EACH 755 0 0 0 755 19 2303-7000620 PAY ADJ I!D FOR HMA MIXTURE FIELD VOIDS FORMULA- BY PAY FACTO ( EACH 755 0 0 0 755 20 2303-9093010 HOT L41X ASPHALT, DRIVEWAY I_. SY 475 __... j 0 0 ;_. 0 475 21 2304-0101000 TEMPORARY PAVEMENT BY 0 1 0 235 0 235 22 2315-8275025 (SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 26 0 0 0 26 23 2316 -CO clic PAY ADJ INCENTIVEIDISINCENTIVE FOR PCCR4EMENT SMOOTHNESS (BY SCHEDULE) EACH 6,638 0 0 0 6,638 i 24 ! 2316-0000120 PAY ADJ INGENTIVE,DISINCENTIVE FO MA PAVEMENT SMOOTHNESS (BY SCHEDULE)EACH 1,515 D 0 0 1.515 25 2401$750001 I REMOVALS, AS PER PLAN L 1 0 C 1 26. I 2401-6745910 REMOVAL OF SIGN EACH 16 0 0 0 16 SHIVEr-!A-TTERY GeW ROftIA•mreQty,A,MsMoiteBlA NivaH ,,h 20%Nwpe.DT b Gly. T. 522E5 DRFVNBYCEM DATE 0517-'4 WJE.' uL l q' -EE1. .. .� a r, v •.c moo-yo-=•ewwnw9wn,a•GvcW9�r,x 019195+ M, F. 09) 254699 1 o4.'CD Bn .o PoE: 'z-v-zala JUHNSf1N CDUNTY 112327-1 ESTIMATED PROJECT pUANTRIES C61 ESTIMATED PROJECT QUANTITIES W 1 AREA - WORK WITHIN IOWA DOT ROW MOSS AREA - WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE w DIVISION 4: MOSS RISE INELIGIBLE ' !,C11. e0u ITEM NO. 1 ITEM CODE 2101-0850001 '.. ITEM CLEARING AND GRUBBING UNIT ACRE DIVISION 7 I 0 ...- � N 2 '�, 10 DIVISION 3 0 DIVISION 4 0 _....� TOTAL QUANTITY 10 AS TUI—Lt QUANTI st i6 }.'A t 2 2102-2710070 I EXCAVATION, CLASS 10, ROADWAY AND BORROW I CY 7,000 64,500 0 0 71,500 3 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 2,800 7,800 0 0 10,600 4 2115-0100000 MODIFIED SUBBASE CY 2,050 2275... 0 0 4,325 5 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 110 0 0 0 110 6 2122-55CO060 PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 6 IN. BY 1,325 0 0 0 1,325 7 2213-7700400 RELOCATION OF MAIL BOXES EACH 1 0 0 0 1 8 - 2 51 50 _ _... .. .. P ME ' SC: IFICATION SY 1,210 _ 0 0 0 _.. 1,210 9 2301-1034090 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 31 DURABILITY, 91N. BY 470 8,380 0 0 L 8,850 10 2301-10341CC STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS O, CLASS 31 DURABILITY. t01N. App SY 4,270 0 0 0 4,270 11 1 23 87 4 •AE N, . CO R 4 j SY 436 0 0 0 436 12 2301-7000110 PAY ADJ INCENTIVE'DISINCENTIVE FOR PCC PAVEMENT THICKNESS (BY SCHEDULE) EACH 11,808 0 0 0 11,808 13 2303-0041500 HOT MIX ASPHALT MIXTURE (3,000000 ESAL), BASE COURSE, 1/21N. MIX TON 470 0 0 0 470 j 14 I 2303-0042500 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), INTERMEDIATE COURSE, 1121N. N1IX TON 460 0 0 I 0 460 15 2303-0043502 HOT MIX ASPHALT fi IXTURE (3,000,000 ESAL) SURFACE COURSE, 1/2 IN, MIX, FRICTION L-2 TON 580 0 0 0 I 580 16 2303-0245828 ASPHALT BINDER PG 58-28 TON 30 0 0 0 30 17 2303-0246428 ASPHALT BINDER, PG 64-28 TON 65 0 0 0 65 78 19 20 2303-7000610 2303-7000620 I 2303-9093010 PAV ADJ IJD FOR HMA MIXTURE LABORATORY VOIDS (FORMULA - BY PAY FACTOR) PAY ADJ IiD FOR HNIA MIXTURE FIELD VOIDS (FORMULA- BY PAY FACTOR) HOT MIX ASPHALT, DRIVEWAY EACH EACH I BY 755 755 475 i 0 0 0 0 0 0 _.... _I 0 0 9 755 755 475 21 2304-0101000 1 TEMPORARY PAVEMENT BY _ 0 0 235 _ 0 235 22 23'5-827ED25 _ SURFACING, DRIVEWAY, CLASS ACRUSHED STONE � TON 26 0 0 0 26 23 2316-0000110 (PAY ADJ INCENTIVE/DISINCENTIVE FOR PGC PAVEMENT SMOOTHNESS (BY SCI1EDUlF) EACH 6,6380�� �0 0 6,638 24 2316-0000120 PAY ADJ INCENTIVE/DISINCENTIVE FOR HMA PAVEMENT SMOOTHNESS (BY SCHEDULE) EACH 1.515 p 0 0 1,515 25 2401-6750001 REMOVALS, AS PER PLAN- - LS 1�� 0 0 1 26 2401-6745910 REMOVAL OF SIGN EACH 16 0 0 0 16 27 2416-0100012 APRONS, CONCRETE, 12 IN DIA.— I EACH I 0 1 _ 0 0 1 _ 28 2416-0100015 APRONS, CONCRETE, 151N, DIA ^ I EACH i 29 2416-0100036 APRONS, CONCRETE, 361N. DIA.ADD EACH 5 1 0 0 6 30 31 32 1 2416-0100042 ( 2416-0100048 2417-0225000 APRONS, CONCRETE, 421N. DIA. APRONS, CONCRETE, 48)N. DIA. � � APRONS, METAL EACH EACH EACH 0 0 3 ....1 1 _.., 20 0 0 0 0 0 0 2 3 33 1 2435-0130148. MANI-TOLE, SANITARY SEWER, SW -301, 481N EACH 8 i 0 0 9 34 2435-0140148 __. MANHOLE, STORLI SEWER, SW -401, 481N. EACH 0 2 0 1 3 35 2435-0140196 MANHOLE, STORM SEWER, SVJ-401, 9v" IN. EACH 0 1 0 0 1 36=2435-0140400 2435-0140400 MANHOLE, STORM SEWER, SW -404 EACH 0 2 0 0 2 37 2435-025C900 _._ INTAKE, SW -509 EACH 1 2 0 0 3 38 39 2435-025':000 2435-0251218 I INTAKE, SW -510 INTAKE, SW -512,18 IN, EACH EACH 0 2 8 0 0 0 1 0 9 2 40 1 2435-0251224 I INTAKE, SW -512,24 IN, EACH 0 1 0 0 1 I r L 7ifk SHIVC-I IATiCF2Y cederapcyw :ooc w,oas�reiq o -H a,b� a �Whge�mi cry..o s2 5 oan�nar ceu. un*c -1-zcu ; OHNSEN uUNTY PRosc-nusExI ,,1 23271 ( ESTIMATED PROJECT QUAN IES � FsI Fel kffiv x61 J r' l nl �`zt i ii �'t,j 't •, SI--IIVEI'-IA ERY CW& 1104109 wcft AIGM M*JLK IA ( SW.+W0yM 1934 NW'W 0M I. CRY, lOW86Y245 BRRNN BYE CEM LPiE� 06-+)-Nl4 PROJECT NLMBERI I I Sill I TOTAL .z rv, zc re nr,c Nee 11 timIM 10•ataomagmry IL �c LMnlL P+e)ssa-awu•Fex ia+vl sa-aazl eR¢aeEn ars nnrE� L J]HNSON COUNTY 11239-1 ESTIMATED PROJECT QUANTITIES No. srEErs ____ +r-aoaa C.02 ESTIMATED PROJECT QUANTITIES HWY 1 AREA - WORK WITHIN IOWA DOT ROW MOSS AREA - WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-1,7;,,1 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE rlm,l I#,I ITEM NO. ITEM CODE ITEM UNIT DIVISION 1 DIVISION 2 DIVISION 3 DIVISION 4 TOTAL QUANTITY AS BUILT QUANTqYrl-s. 41 42 2435-0251300 2435-0600020 INTAKE, SW -513 MANHOLE ADJUSTMENT, MA.IOR�+ EACH EACH 0 1 1 0 0 0 0 0 1 1 43 2502-2308110 CONTINUOUS TRENCH DRAIN (500-20) LP 270 0 0 0 270 44 2502-8212036 SUBDRAIN, LONGITUDINAL, (SHOULDER) 61N. DIA LF D 4,175 p p 4,175 45 2502-8220193 SUBDRAIN OUTLET (RF -19C) EACH 0 16 0 0 16 46 2502-8220197 SUBDRAIN OUTLET (RF -19F) EACH 9 0 0 0 9 47 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 121N. LF 20 0 0 0 20 48 2503-0111018 STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 18 IN. LF 185 0 0 0 185 49 2503-0112012 STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 12 IN. LF 60 0 0 0 60 50 2503-0114212 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS 111), 121N. LF 0 73 0 0 73 51 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS 111), 151N. LF 0 493 0 D 493 52 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS 111), 241N. AK LF j 1 53 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 361N. ADD LF 92 77 0 0 169 54 2503-0114242 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 421N.1 LF 0 123 D 0 23 55 2503-0114248 STORM SEWER GRAVITY MAIN, TRENCI IED, (RCP), 2000D (CLASS 111), 481N. LF 0 255 0 0 255 56 2503-0116244 STORM SEWER GRAVITY MAIN, TRENCHED, (RCAP), 2000D (CLASS A-11 1), 44 IN. X 27 IN. LF 0 26 0 0 26 57 2504-0114008 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 81N. LF 0 0 0 155 155 58 2504-0114024LF SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC). 24 111. 0 0 164 1,923 2,087 59 60 25078800061 REVETMENT, CLASS E ADD 1 CY TON 641 889=28 61 250-880042 RE M ,GL BD TON D 8062 r724,170 25108745850 REMOVAL OF PAVEMENT SY 4,09863 2511-7526006 2511-7526008 SIDEWALK, P.C. CONCRETE, 61N. SIDEWALK, P.C. CONCRETE, a IN. 1 DD— SY SY 288 47 1,12264 0 65 2512.1725256 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 1,506 0 0 0 1,506 66 2515-2475007 DRIVEWAY, P.C. CONCRETE, 71N. SY 0 7 67 2524-9265010 POSTS, STEEL, AS PER PLAN 1 ...6 9 0 p 15 68 2524-9275222 WOOD POSTS FOR TYPE A OR B SIGNS, 41N, X 61N. ADD -EACH LF 0 3 69 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM _ 1 SF 67ADD - 45 0 0 2 70 2525-0000100 TRAFFIC SIGNALIZATION LS 1 0 0 0 1 71 2526-8285000 CONSTRUCTION SURVEY LS 0 72 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 184.56 34.72 0 0 219.28 73 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE ADD EACH 14 8 0 0 22 74 25288400157 TEMPORARY FLOODLIGHTING LUMINAIRE EACH 2 0 0 0 2 752528-8400256 TEMPORARY TRAFFIC SIGNALS EACH 2 0 0 D 2 76 2528-8445110 TRAFFIC CONTROL LS 1 0 0 0 1 77 25288445113 FLAGGERS EACH 4 10 0 0 4 78 2528-8445115 PILOT CARS EACH 2 0 0 0 2 79 2533-0980005 MOBILIZATION LS 1 1 0 0 1 BO 2548-0000100 MILLED SHOULDER RUMBLE STRIPS, HMA SURFACE STA i6 0 0 0 16 kffiv x61 J r' l nl �`zt i ii �'t,j 't •, SI--IIVEI'-IA ERY CW& 1104109 wcft AIGM M*JLK IA ( SW.+W0yM 1934 NW'W 0M I. CRY, lOW86Y245 BRRNN BYE CEM LPiE� 06-+)-Nl4 PROJECT NLMBERI I I Sill I TOTAL .z rv, zc re nr,c Nee 11 timIM 10•ataomagmry IL �c LMnlL P+e)ssa-awu•Fex ia+vl sa-aazl eR¢aeEn ars nnrE� L J]HNSON COUNTY 11239-1 ESTIMATED PROJECT QUANTITIES No. srEErs ____ +r-aoaa C.02 cr ESTIMATED PROJECT QUANTITIES HWY 1 AREA -WORK WITHIN IOWA DOT ROW MOSS AREA -WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE i ITEM NO. ITEM CO ITEM UNIT DIVISION 1 DIVISION 2 ''.. DIVISION 3 DIVISION 4 TOTAL AS BUILT QUANTITY QUANTITY 41 2435-0251300 AKE, SW -513 EACH 0 1 D 0 1 42 2435-0600020 MANN DJUSTMENT, MAJOR EACH 1 0 I 0 0 1 43 2502-2308110 CONTINUOUS CH DRAIN (500-2D) LF 270 D ''.. D 0 270 44 2502-8212036 SUBDRAIN, LONGITUDI , (SHOULDER) 61N. DIA. LF p 4;175 D 0 . 75 45 2502-8220193 SUBDRAIN OUTLET (RF -19C) EACH 0 16 D 16 46 2502-8220197 SUBDRAIN OUTLET (RF -19F) EACH 9 0 0 0 9 47 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED, PE), 12 IN. LF 20 D D 0 20 I 48 ( 2503-0111018 STORM SEWER GRAVITY MAIN, TRENCHED, (HDP 81N. LF 185 D D 0 185 49 I 2503-0112012 STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 121N. LF 60 0 0 0 60 50 2503A114212 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLAS I), 121N. �—LF p 73 0 0 73 51 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (GLASS III), 1 it LF 0 493 0 D 493 62 ............ 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS III), 241N. LF 0 105 0 5 110 53 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 361N. LF 56 77 0 0 133 54 2503-0114242 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (GLASS III), 421N. LF 0 123 0 0 123 55 56 2503-0114248 2503-0116244 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS III), 481N. STORM SEWER GRAVITY MAIN, TRENCHED, (RCAP), 20000 (CLASS A -III), 44 IN, X 27 IN. LF LF '. 0 0 255 26 D 0 0 0 255 ry 26 „�- 57 2504-0114008 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 8 IN. LF D 0 0 155 155 `T' f.-'- 58 2504-0114024 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 241N. LF D ( 0 164 1.923 2,087- 59 6D 2506-4984000 2507-6800032 PLOWABLE MORTAR REVETMENT, CLASS C CY TON 12 441 '. 0 869 0 D D 0 12 •? � i ( 1,330 61 2507-6800042 REVETMENT, CLASS TON p 80 0 0 77 62 2510£745850 I REMOVAL OF PAVEMENT Y 4,098 0 0 72 4,170 63 2511-7526006 my BY 318 1,132 191 679 2,320 64 2511-7526008 SIDEWALK, P.G. CONCRETE, 8 IN. BY 47 0 28 0 75 65 2512-1725256 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 6 0 E 0 1,506 66 2515-2475007 DRIVEWAY, P.C. CONCRETE, 71N. SY 75 300 0 I 0 375 67 2524.9265010 POSTS, STEEL, AS PER PLAN EACH 5 9 0 ' 0 14 68 2524-9275222 WOOD POSTS FOR TYPE A OR 6 NS, 4 IN. X 6 IN. LF 130 0 0 130 69 2524-9325001 TYPE ASIGNS, SHEET AL NUM SF 76 45 0 0 121 70 71 2525-0000100 2526-8285000 TRAFFIC SIGNALI N CONSTRUCTI .SURVEY LS LS 1 1 0 1 0 0 0 0 1 1 72 2527-9263117 PAINTE �EMENT MARKINGS, DURABLE STA 185.50 34.72 0 0 220.22 73 I 2527-9263143 PA Ef7 SYMBOLS AND LEGENDS, DURABLE EACH 14 8 D 0 22 74 � 2 52 8-840 0 1 57 �MPORARY FLOODLIGHTING LUMINAIRE EACH 2 0 D 0 2 75 2528-8400 TEMPORARY TRAFFIC SIGNALS EACH 2 D '. 0 0 2 78 2528-8 110 TRAFFIC CONTROL LS 1 D 0 0 1 77 2 -8445113 FLAGGERS EACH 4 0 0 0 4 ' 78 2528-8445115 PILOT CARS EACH 2 0 0 0 2 79 2533A980005 MOBILIZATION LS 1 1 0 0 1 80 2548-0000100 MILLED SHOULDER RUMBLE STRIPS, HMA SURFACE STA 16 D 0 p 16 SHIVC-FIATTC-RY cvaar R pw% w� lax¢ CM.w 1wamm�es,w - nG MOINa 1L-Bklardgtun. IL-QNce9p IL Boned¢ ,,Bc za34 Nonnpete omx, rovrn Ce,, 1. 5¢245 tlt�9599610-Fax (318)9646921 ➢RAVN BY ca ONiv os-tr-mea JOHNSON COUNTY RO CT NUMBER 11232]-1 ESTIMATED PROJECT QUANTITIES NEEi o' C.02 OiBL So'AL CNECKE➢BYE JOB ➢PTE. zm4 ESTIMATED PROJECT QUANTITIES HWY 1 AREA -WORK WITHIN IOWA DOT ROW MOSS AREA -WORK OUTSIDE IOWA DOT ROW 100-1C MOD 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE i ITEM NO. ITEM CO ITEM UNIT DIVISION 1 DIVISION 2 ''.. DIVISION 3 DIVISION 4 TOTAL AS BUILT QUANTITY QUANTITY 41 2435-0251300 AKE, SW -513 EACH 0 1 D 0 1 42 2435-0600020 MANN DJUSTMENT, MAJOR EACH 1 0 I 0 0 1 43 2502-2308110 CONTINUOUS CH DRAIN (500-2D) LF 270 D ''.. D 0 270 44 2502-8212036 SUBDRAIN, LONGITUDI , (SHOULDER) 61N. DIA. LF p 4;175 D 0 . 75 45 2502-8220193 SUBDRAIN OUTLET (RF -19C) EACH 0 16 D 16 46 2502-8220197 SUBDRAIN OUTLET (RF -19F) EACH 9 0 0 0 9 47 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED, PE), 12 IN. LF 20 D D 0 20 I 48 ( 2503-0111018 STORM SEWER GRAVITY MAIN, TRENCHED, (HDP 81N. LF 185 D D 0 185 49 I 2503-0112012 STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 121N. LF 60 0 0 0 60 50 2503A114212 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLAS I), 121N. �—LF p 73 0 0 73 51 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (GLASS III), 1 it LF 0 493 0 D 493 62 ............ 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS III), 241N. LF 0 105 0 5 110 53 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 361N. LF 56 77 0 0 133 54 2503-0114242 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (GLASS III), 421N. LF 0 123 0 0 123 55 56 2503-0114248 2503-0116244 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 20000 (CLASS III), 481N. STORM SEWER GRAVITY MAIN, TRENCHED, (RCAP), 20000 (CLASS A -III), 44 IN, X 27 IN. LF LF '. 0 0 255 26 D 0 0 0 255 ry 26 „�- 57 2504-0114008 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 8 IN. LF D 0 0 155 155 `T' f.-'- 58 2504-0114024 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 241N. LF D ( 0 164 1.923 2,087- 59 6D 2506-4984000 2507-6800032 PLOWABLE MORTAR REVETMENT, CLASS C CY TON 12 441 '. 0 869 0 D D 0 12 •? � i ( 1,330 61 2507-6800042 REVETMENT, CLASS TON p 80 0 0 ''.. 80 62 2510£745850 I REMOVAL OF PAVEMENT Y 4,098 0 0 72 4,170 63 2511-7526006 SIDEWALK, P.C. CONCRETE, 61N. BY 318 1,132 191 679 2,320 64 2511-7526008 SIDEWALK, P.G. CONCRETE, 8 IN. BY 47 0 28 0 75 65 2512-1725256 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 6 0 0 0 1,506 66 2515-2475007 DRIVEWAY, P.C. CONCRETE, 71N. SY 75 300 0 I 0 375 67 2524.9265010 POSTS, STEEL, AS PER PLAN EACH 5 9 0 ' 0 14 68 2524-9275222 WOOD POSTS FOR TYPE A OR 6 NS, 4 IN. X 6 IN. LF 130 0 0 130 69 2524-9325001 TYPE ASIGNS, SHEET AL NUM SF 76 45 0 0 121 70 71 2525-0000100 2526-8285000 TRAFFIC SIGNALI N CONSTRUCTI .SURVEY LS LS 1 1 0 1 0 0 0 0 1 1 72 2527-9263117 PAINTE �EMENT MARKINGS, DURABLE STA 185.50 34.72 0 0 220.22 73 I 2527-9263143 PA Ef7 SYMBOLS AND LEGENDS, DURABLE EACH 14 8 D 0 22 74 � 2 52 8-840 0 1 57 �MPORARY FLOODLIGHTING LUMINAIRE EACH 2 0 D 0 2 75 2528-8400 TEMPORARY TRAFFIC SIGNALS EACH 2 D '. 0 0 2 78 2528-8 110 TRAFFIC CONTROL LS 1 D 0 0 1 77 2 -8445113 FLAGGERS EACH 4 0 0 0 4 ' 78 2528-8445115 PILOT CARS EACH 2 0 0 0 2 79 2533A980005 MOBILIZATION LS 1 1 0 0 1 80 2548-0000100 MILLED SHOULDER RUMBLE STRIPS, HMA SURFACE STA 16 D 0 p 16 s:Y� N / J SHIVCFIA7iC— Y Ca mT TOTAL fiBptl&W`lIMy. IA Mdre IA I ShM Wffpg lm 2A91 N.-OWD, Uk41. CIO, 1. 52MA5 H4FVN BY. SHEE CM HNiE 06 -I> -2o19 PRLJEL'NMBER. SHEET Molu,e, IL. BIwrzi,6�on IL•CMceggt p1518545wo• Fa.(3V4 0.6621 CHECKED Dn io DFTE� JOHNSON COUNTY 112327-0 ESTIMATED PROJECT QUANTITIES rvo. I sNcc*s as -n -2e;.1 C.03 • HWY 1 AREA -WORK WITHIN IOWA DOT ROW ' 100-1C MOD ESTIMATED PROJECT QUANTITIES I MOSS AREA -WORK OUTSIDE IOWA DOT ROW � 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE ITEM NO. ITEM CODE ITEM UNIT DIVISION 1 i DIVISION 2 DIVISION 3 DIVISION 4 j TOT AS BUILT ITY i QUANTITY 81 2554-0112012 WATE AIN, TRENCHED. DUCTILE IRON PIPE (DIP), 12 IN. LF 0 0 25 2.02 2,050 62 2554-0207012 VALVE, GATE, P, 12 IN. EACH 0 I 0 7 2 9 83 2554-0210201 FIRE HYDRANT ASS LY, WM-201 EACH 0 0 6 7 ' I 84 2599-9999001 HYDROSEEDING ACRE 2 8 0 0 10.00 85 2599-9999002 TEMPORARY SEEDING ACRE 2 0 0 10.00 I 86 2599-9999003 HYDRIC SOIL, STRIP, SALVAGE;STOC E CY 0 188 0 0 188 I I 87 2599-9999005 CURB INLET FILTER EACH 8 0 D 10 I 88 2599-9999009 STEEL CASING, 32 -INCH DIA (0.375 -INCH WALL) I LF 0 � 0 0 � 32 32 89 2599-9999017 SPECIAL COMPACTION OF SUB GRACE FOR SIDEWALK S 2 0 1 0 3 90 2599.9999201 COMPOST FILTER TUBE 12 INCH DIA /SILT FENCE � LF 1,300 5,215 p C 6,515 91 25995999202 CLEAN-OUT OF COMPOST FILTER TUBE/SILT FENCE LF 1,710 6,860 ? p p 8,570 92 2599-9999209 � REMOVE COMPOST FILTER TUBE/SILT FENCE LF 1,710 6;860 p 0 8,570 i 93 2599-9999010 10 FT. x 5 FT. BOX CULVERT i LS 0 I 1 p 0 4 94 25995999110 10 FT. x 5 FT. BOX CULVERT EXTENSION I LS 1 I 0 p � 0 4 95 2599-9999309 WATER MAIN, CATHODIC PROTECTION, DIP 121N. LF 0 0 400 0 400 96 2599-9999105 INTAKE PROTECTION BAGlFILTER SACK i EACH 1 I 5 0 D 6 97 2601-2638620 MACADAM STONE SLOPE PROTECTION ! SY 111 0 p 0 111 98 2601-2643401 TURF REINFORCEMENT MAT � SQ 560 2,240 0 0 2,800 99 2602-0000020 SILT FENCE I LF 410 1,645 0 D 2,055 100 � 2602-0000120 DITCH CHECK (SYNTHETIC -HDPE) LF 105 420 0 0 525 I s:Y� N / J SHIVCFIA7iC— Y Ca mT TOTAL fiBptl&W`lIMy. IA Mdre IA I ShM Wffpg lm 2A91 N.-OWD, Uk41. CIO, 1. 52MA5 H4FVN BY. SHEE CM HNiE 06 -I> -2o19 PRLJEL'NMBER. SHEET Molu,e, IL. BIwrzi,6�on IL•CMceggt p1518545wo• Fa.(3V4 0.6621 CHECKED Dn io DFTE� JOHNSON COUNTY 112327-0 ESTIMATED PROJECT QUANTITIES rvo. I sNcc*s as -n -2e;.1 C.03 • HWY 1 AREA -WORK WITHIN IOWA DOT ROW ' 100-1C MOD ESTIMATED PROJECT QUANTITIES I MOSS AREA -WORK OUTSIDE IOWA DOT ROW � 04-17-12 DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE ITEM NO. ITEM CODE ITEM UNIT DIVISION 1 i DIVISION 2 DIVISION 3 DIVISION 4 j TOT AS BUILT ITY i QUANTITY 81 2554-0112012 WATE AIN, TRENCHED. DUCTILE IRON PIPE (DIP), 12 IN. LF 0 0 25 2.02 2,050 62 2554-0207012 VALVE, GATE, P, 12 IN. EACH 0 I 0 7 2 9 83 2554-0210201 FIRE HYDRANT ASS LY, WM-201 EACH 0 0 6 7 ' I 84 2599-9999001 HYDROSEEDING ACRE 2 8 0 0 10.00 85 2599-9999002 TEMPORARY SEEDING ACRE 2 0 0 10.00 I 86 2599-9999003 HYDRIC SOIL, STRIP, SALVAGE;STOC E CY 0 188 0 0 188 I I 87 2599-9999005 CURB INLET FILTER EACH 8 0 D 10 I 88 2599-9999009 STEEL CASING, 32 -INCH DIA (0.375 -INCH WALL) I LF 0 � 0 0 � 32 32 89 2599-9999017 SPECIAL COMPACTION OF SUB GRACE FOR SIDEWALK S 2 0 1 0 3 90 2599.9999201 COMPOST FILTER TUBE 12 INCH DIA /SILT FENCE � LF 1,300 5,215 p C 6,515 91 25995999202 CLEAN-OUT OF COMPOST FILTER TUBE/SILT FENCE LF 1,710 6,860 ? p p 8,570 92 2599-9999209 � REMOVE COMPOST FILTER TUBE/SILT FENCE LF 1,710 6;860 p 0 8,570 i 93 2599-9999010 10 FT. x 5 FT. BOX CULVERT i LS 0 I 1 p 0 4 94 25995999110 10 FT. x 5 FT. BOX CULVERT EXTENSION I LS 1 I 0 p � 0 4 95 2599-9999309 WATER MAIN, CATHODIC PROTECTION, DIP 121N. LF 0 0 400 0 400 96 2599-9999105 INTAKE PROTECTION BAGlFILTER SACK i EACH 1 I 5 0 D 6 97 2601-2638620 MACADAM STONE SLOPE PROTECTION ! SY 111 0 p 0 111 98 2601-2643401 TURF REINFORCEMENT MAT � SQ 560 2,240 0 0 2,800 99 2602-0000020 SILT FENCE I LF 410 1,645 0 D 2,055 100 � 2602-0000120 DITCH CHECK (SYNTHETIC adA� —3 (i r° 1I �:aiY. a ADD sH¢E- m1aL SHIVC—FIATTCfRY tla'WpICAIR•Iv 6,A•M M reg SM1reHe ry,lc 8 NOge 9kaC.be52245 LRPVNBYi P :PiE 96-1]-fig 0.1' MBEF q JBHNSUN COUNTY !t2327.1 ESTIMATED PROJECT QUANTITIES Nq ine, IL • Mh *b wl IL, CM1 , IL I 019) 3543040 Fax (3191954 W C..IL0 09 m0 PPT9i N-11-111a HWY 1 AREA -WORK WITHIN IOWA DOT ROW 100-1C MOD MOSS AREA -WORK OUTSIDE IOWA DOT ROW 04-17-12 ESTIMATED PROJECT QUANTITIES DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE N ' UNIT DIVISION 1 � DIVISION 2 DIVISION 3 I DIVISION 4 TOTAL AS BUILT ITEM NO. ITEM CODE ITEM I QUANTITY CLAN QUANTITYp-, , 81 2554-0112012 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 121N. LF 0 0 25 2,025 ) 2,050 �'j i'�'R 82 2554-0207012..._. VALVE, GATE. DIP. 121N. -... _.... EACH 0 -...90 111 0 7 I 83 2554-0210201 I FIRE HYDRANT ASSEMBLY, WN7-201 EACH 0 U 1 6 7 a -- - ACRE 2 8 I 10,00 84 2599-9999001 HYDROSEEDING---- 85 2599-9999002 TEMPORARY SEEDING ACRE 2 8 0 0 :. 1000 86 2599.9999003 HYDRIC SOIL, STRIP, SALVAGElSTOCKPILE � CY 0 188 0 1 0 � 188 67 2599-9999005 CURB INLET FILTER EACH �8 0� 10 88 2599-9999009 STEEL CASING, 32-INCH DIA (0.375-INCH WALL) LF 0 � 0 0 332 89 2599-9999017 SPECIAL COMPACTION OF SUBGRADE FOR SIDEWALK STA 2 +.. 0 1 0.... I 3 oo COMPOST FILTER 706E 12-INCH DIAtSILT FENCE LF 1,300 15,215 p 0 6,515 91 2599-9999202 CLEAN-OUT DF COF.1POST FILTER TUBE(SILT FENCE ( LF I 7.770 I 6.860 0 0 8.570 __...._ LF _- 1,710 6,860 - 0 0 92 2599-9999209 REMOVE C01.1POST FILTERTUBEfSIU FENCE 8570- '. 93 2599-9999010 10 FT. x 5 FT. BOX CULVERT LS 0 ? `� , p 1 94 2599-9999110 10 FT. x 5 FT, BOX CULVERT EXTENSION LS , 0 0 0 , 95 I 2599-9999309 WATER MAIN, CATHODIC PROTECTION; DIP 72 IN. _. LF 0 � 40C D � 400 96 2599-9999106 INTAKE PROTECTION BAGfFILTER SACK EACH 1 5 ' 97 2 1-26 20 MACADAM STONE SLOPE PROTEC LION SY D SO i 660 2,240 I 0 0 2;900', ( 98 2599-9999015 TURF REINFORCEMENT P4AT _ -- 99 2602-0000020 SILT FENCE LF 0 1,645 2,055 I _ I 700 2602-0000720 i DITCH CHECK (SYNTHETIC - LF 105 4200 0 525 HDPE) adA� —3 (i r° 1I �:aiY. a ADD sH¢E- m1aL SHIVC—FIATTCfRY tla'WpICAIR•Iv 6,A•M M reg SM1reHe ry,lc 8 NOge 9kaC.be52245 LRPVNBYi P :PiE 96-1]-fig 0.1' MBEF q JBHNSUN COUNTY !t2327.1 ESTIMATED PROJECT QUANTITIES Nq ine, IL • Mh *b wl IL, CM1 , IL I 019) 3543040 Fax (3191954 W C..IL0 09 m0 PPT9i N-11-111a HWY 1 AREA -WORK WITHIN IOWA DOT ROW 100-1C MOD MOSS AREA -WORK OUTSIDE IOWA DOT ROW 04-17-12 ESTIMATED PROJECT QUANTITIES DIVISION 1: HWY 1 RISE ELIGIBLE DIVISION 3: HWY 1 RISE INELIGIBLE DIVISION 2: MOSS RISE ELIGIBLE DIVISION 4: MOSS RISE INELIGIBLE N ' UNIT DIVISION 1 � DIVISION 2 DIVISION 3 I DIVISION 4 TOTAL AS BUILT ITEM NO. ITEM CODE ITEM I QUANTITY CLAN QUANTITYp-, , 81 2554-0112012 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 121N. LF 0 0 25 2,025 ) 2,050 �'j i'�'R 82 2554-0207012..._. VALVE, GATE. DIP. 121N. -... _.... EACH 0 -...90 111 0 7 I 83 2554-0210201 I FIRE HYDRANT ASSEMBLY, WN7-201 EACH 0 U 1 6 7 a -- - ACRE 2 8 I 10,00 84 2599-9999001 HYDROSEEDING---- 85 2599-9999002 TEMPORARY SEEDING ACRE 2 8 0 0 :. 1000 86 2599.9999003 HYDRIC SOIL, STRIP, SALVAGElSTOCKPILE � CY 0 188 0 1 0 � 188 67 2599-9999005 CURB INLET FILTER EACH �8 0� 10 88 2599-9999009 STEEL CASING, 32-INCH DIA (0.375-INCH WALL) LF 0 � 0 0 332 89 2599-9999017 SPECIAL COMPACTION OF SUBGRADE FOR SIDEWALK STA 2 +.. 0 1 0.... I 3 oo COMPOST FILTER 706E 12-INCH DIAtSILT FENCE LF 1,300 15,215 p 0 6,515 91 2599-9999202 CLEAN-OUT DF COF.1POST FILTER TUBE(SILT FENCE ( LF I 7.770 I 6.860 0 0 8.570 __...._ LF _- 1,710 6,860 - 0 0 92 2599-9999209 REMOVE C01.1POST FILTERTUBEfSIU FENCE 8570- '. 93 2599-9999010 10 FT. x 5 FT. BOX CULVERT LS 0 ? `� , p 1 94 2599-9999110 10 FT. x 5 FT, BOX CULVERT EXTENSION LS , 0 0 0 , 95 I 2599-9999309 WATER MAIN, CATHODIC PROTECTION; DIP 72 IN. _. LF 0 � 40C D � 400 96 2599-9999106 INTAKE PROTECTION BAGfFILTER SACK EACH 1 5 ' 97 2 1-26 20 MACADAM STONE SLOPE PROTEC LION SY D SO i 660 2,240 I 0 0 2;900', ( 98 2599-9999015 TURF REINFORCEMENT P4AT _ -- 99 2602-0000020 SILT FENCE LF 0 1,645 2,055 I _ I 700 2602-0000720 i DITCH CHECK (SYNTHETIC - V )) 100-4A MOD 1004A MOD 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE RIPTION ITEM NO. ITEM CODE DESCRIPTION __-- 1 2101-0850001 Q CLEARING AND GRUBBING TREES HAVE BEEN REMOVED; THERE ARE SEVERAL STUMPS TO BE REMOVED ALONG HIGHWAY 1 (A -SHEETS). ITEM INCLUDES BRUSH AND SHRUB REMOVAL, STREAM CROSSINGS (EW -401) AND NEW, FIELD FENCE AND 13 2303-0041500 FIOT MIX ASPHALT MIXTURE (3,000,000 ESAL), BASE COURSE, 1!2 IN. MIX l�ie +! it +� ITEM INCLUDES 8.5 -INCH HMA BASE PAVING SECTION ON HIGHWAY 1 NB WIDENING. REFER TO TYPICAL CROSS SEC "OTU "B" SHEETS. ALSO INCLUDES 2 -INCH BASE PAVING SECTION ON LIFT STATION, REFER TO SHEET U.04. QUANTITY BASED ON [� ADD CORNER POSTS (SHEET A.06, U.07) ARE INCIDENTAL TO THIS ITEM. 150 PCF PER IOWA DOT DESIGN MANUAL SECTION 1B-4. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS 2 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW REFER TO TABULATION ON "T" SHEETS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AN OFF SITE BORROW AREA. BORROW SHALL BE SUITABLE SOILS MEETING THE REQUIREMENTS OF SECTION 2102.02, D, 2. OF THE IOWA DOT STANDARD SPECIFICATIONS. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED. FURNISHING, INSTALLING AND EXTENDING SETTLEMENT PLATES (EW -212) ON MOSS RIDGE ROAD AT THE 3 LOCATIONS SHOWN ON THE E -SHEETS IS INCIDENTAL TO THIS ITEM. CONTRACTOR SHALL UTILIZE EXISTING 5,800 CY 14 2303-0042500 HOT MIX ASPHALT MIXTURE (3,00D,000 ESAL), INTERMEDIATE COURSE, 1121N. MIX ITEM INCLUDES TI IE FIRST 1.5 -INCH LIFT OF THE MHA OVERLAY. INCLUDES HIGHWAY 1 SB WIDENING AREA, HIGHWAY 11MOSS RIDGE ROAD INTERSECTION PANEL REPLACEMENTS, AND HIGHWAY 1 NB WIDENING AREA. REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS. ALSO INCLUDES 2 -INCH INTERMEDIATE PAVING SECTION ON LIFT STATION. REFER TO SHEET U.04. QUANTITY BASED ON 150 PCF PER IOWA DOT DESIGN MANUAL SECTION 1B-4. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. STOCKPILE TO GRADE OUTLOT AREA (SHEET R.12), AND PROVIDE 5,800 BY STOCKPILE OF SUITABLE FILL MATERIAL WITHIN TCE AT COMPLETION OF THE PROJECT. 15 2303A043502 HOT MIX ASP! !ALT MIXTURE (3,000,000 ESAL), SURFACE COURSE, 1/21N. MIX, FRICTION L-2 _ ITEM INCLUDES THE SECOND 1.5 -INCH LIFT OF THE MHA OVERLAY, INCLUDES HIGHWAY 1 SB WIDENING AREA, HIGHWAY 3 2105-6425015 TOPSOIL, STRIP, SALVAGE AND SPREAD QUANTITY INCLUDES STRIPPING 6 -INCHES OF TOPSOIL FROM THE AREA WITHIN THE NEED LIMITS AND STOCKPILING THE MATERIAL WITHIN THE RIGHT-OF-WAY OR TEMPORARY CONSTRUCTION EASEMENT. TOPSOIL SHALL BE RESPREAD AT A MINIMUM DEPTH OF 6 -INCHES ON THE DISTURBED FORESLOPES, DITCH BOTTOMS, 1IMOSS RIDGE ROAD INTERSECTION PANEL REPLACEMENTS, AND HIGHWAY 1 NB WIDENING AREA. ALSO INCLUDES MILL AND REPLACE AREA LOCATIONS, REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS AND PAVING PLAN AND PROFILE ON "D" SHEETS. ALSO INCLUDES 2 -INCH SURFACE PAVING SECTION ON LIFT SI ATION. REFER TO SHEET U.04. QUANTITY BASED ON 155 PCF PER IOWA DOT DESIGN MANUAL SECTION 1B-4. PAVEMENT SMOOTHNESS SPECIFICATIONS OF SECTION 2316 SHALL AND BACKSLOPES. THIS QUANTITY DOES NOT INCLUDE A SHRINKAGE FACTOR. REFER TO THE "C" SHEETS. APPLY TO THIS ITEM. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 4 2115-DW0000 MODIFIED SUBBASE REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS. ----- 16 2303-0245828 ASPHALT BINDER, PG 58-28 REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. QUANTITY BASED ON 6.25% ASPHALT BINDER CONTENT OF BASE COURSE. 1 ------- ---- 5 2121-7425010 GRANULAR SHOULDERS, TYPE A 17 --- 2303-0246428 ASPHALT BINDER, PG 64-28REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS. CERTIFIED PLANT INSPECTION SHALL BE REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS. INCLUDED IN THIS ITEM. QUANTITY BASED ON 6.25! ASPHALT BINDER CONTENT OF INTERMEDIATE AND SURFACE COURSE. -- --- -------- -- 6 2122-5500060 PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 61N. 18 2303-700066610 - - PAY ADO VD FOR HMA MIXTURE LABORATORY VOIDS (FORMULA- BY PAY FACTOR)0 REFER TO TYPICAL SECTIONS ON THE "B" SHEETS. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM, THE COST OF ASPHALT BINDER FOR THE PAVED SHOULDER IS INCIDENTAL. — - 19 2303-7000620 PAY ADJ VD FOR HMA MIXTURE FIELD VOIDS(FORMULA - BY PAY FACTOR)0 7 2213-7100400 -----� RELOCATION OF MAIL BOXES REFER TO SHEET A.12. 11 20 2303-9093010 HOT MIX ASPHALT, DRIVEWAY QUANTITY INCLUDES 8" HMA DRIVEWAYS AND PATCHES ALONG MOSS RIDGE ROAD (K -SHEETS), AND HMA PATCH AT PARKING LOT INTAKE (M.10). ------ 8 2214-5145150 -"'-- PAVEMENT SCARIFICATION ITEM INCLUDES MILLING EXISTING HMA SURFACE (A 1.5 -INCH REMOVAL DEPTH) ALONG HIGHWAY 1 BETWEEN 1085+40t TO 1087+60, 1087+60±TO 1089+50±, 1089+50±TO 1092+70±, 1096+60±TO 1099+90t, AND 93+40±70 99+20±. REFER TO THE "A" SHEETS. 21 2304-0101000 TEMPORARY PAVEMENT ----- ITEM INCLUDES MODIFIED SUBBASE, HMA PAVEMENT, HMA CURBING, AND REMOVAL OF TEMPORARY PAVEMENT. REFER TO SHEET F.01. 9 2301-1034090 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 31 DURABILITY, 91N. ITEM INCLUDES MOSS RIDGE ROAD PAVING. REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS AND PAVING PLAN AND PROFILE ON "E" SHEETS. THIS QUANTITY INCLUDES THE AREA OF THICKENED PAVEMENT AT THE 22 2315-8275025 - SURFACING, DRIVEWAY, CLASS A CRUSHED STONE CONNECTION TO HIGHWAY 1 PAVING. PAVEMENT SMOOTHNESS SPECIFICATIONS OF SECTION 2316 SHALL APPLY TO THIS ITEM. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM, ITEM INCLUDES 2.5 INCH CLASS A CRUSHED STONE AT DRIVEWAY. REFER TO SHEET D.05. 10 2301-1034100 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3I DURABILITY, 101N. 23 2316-0000110 PAY ADJ INCENTIVE/DISINCENTIVE FOR PCC PAVEMENT SMOOTHNESS (BY SCHEDULE) ITEM INCLUDES PCC BASE PAVING ON HIGHWAY 1. INCLUDES SB WIDENING AREA AND HIGHWAY I/MOSS RIDGE INCLUDES PROVIDING PAY INCENTIVES/DISINCENTIVES FOR PCC SURFACE PAVEMENT ON MOSS RIDGE ROAD IN ROAD INTERSECTION PANEL REPLACEMENT AREAS. REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS, ACCORDANCE WITH ARTICLE 2316 OF THE STANDARD SPECIFICATIONS. PAVING PLAN AND PROFILE ON "D" SHEETS, AND "L" SHEETS FOR GEOMETRIC DETAILS, CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 24 2316-0000120 PAY ADJ INCENTIVEIDISINCENTIVE FOR HMA PAVEMENT SMOOTHNESS (BY SCHEDULE) INCLUDES PROVIDING PAY INCENTIVESIDISINCENTIVES FORM HMA SURFACE PAVEMENT IN ACCORDANCE WITH ARTICLE 2316 11 23014875004 __ --- MEDIAN, P.C. CONCRETE, 41N. OF THE STANDARD SPECIFICATIONS. ITEM INCLUDES HWY 1 RAISED MEDIAN ON SOUTH AND NORTH LEGS OF HWY I/MOSS RIDGE ROAD INTERSECTION. REFER TO TYPICAL SECTIONS ON "B" SHEETS, PAVING PLAN AND PROFILE ON "D" SHEETS, AND "L" SHEETS FOR GEOMETRIC DETAILS. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 25 2401-6750001 REMOVALS, AS PER PLAN REFER TO "A" SHEETS. 12 2301-7000110 PAYADJ INCENTIVEIDISINCENTIVE FOR PCC PAVEMENT THICKNESS (BY SCHEDULE) INCLUDES PROVIDING PAY INCENTIVESlDISINCENTIVES FOR PCC THICKNESS FOR 9 -INCH PCC ON MOSS RIDGE -- ROAD AND 10 -INCH PCC ON HIGHWAY 1 IN ACCORDANCE WITH ARTICLE 2301 OF THE STANDARD SPECIFICATIONS. C>I--III/CE-I�'T"I CRY cmv aagas, lq•lowe cay,w•oBa lno rmv,w EMIR, IL • 31.0 MIF • CNW %L sme-netre,y,lm 2834 !knhp P 1w My..lowa 522as 13ffi) 35-0-9000 F. iitB) 3568021 IPP`AN BYi CEN J fL - _- ,.....4 C IE[KEB BY. AB LPTG 06-1>-'ccid JGHNS^_N COUNTY PRRJECT NUMBER 112327-7 ESTIMATE REFERENCE SHEET un. ! C.04 TOTAL ixEETs V )) c Sl 100-4A MOD 100-4A MOD 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION ITEM NO. ITEM CODE DESCRIPTION 1 2101-0850001 CLEARING AND GRUBBING 13 2303-0041500 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), BASE COURSE, 1(2 IN. MIX TR S HAVE BEEN REMOVED; THERE ARE SEVERAL STUMPS TO BE REMOVED ALONG HIGHWAY 1 (A-SHEETS). ITEM INCLUDES 8.5-INCH HMA BASE PAVING SECTION ON HIGHWAY 1 NB WIDENING. REFER TO TYPICAL CROSS SECTIONS ON ITEM I UDES BRUSH AND SHRUB REMOVAL. "B" SHEETS. ALSO INCLUDES 2-INCH BASE PAVING SECTION ON LIFT STATION, REFER TO SHEET U.04. QUANTITY BASED ON 150 PGF PER IOWA DOT DESIGN MANUAL SECTION 1 B-4. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 2 2102-2710070 EXCAVATION, CLASS , OADWAY AND BORROW 14 2303-0042500 HOT MIX ASPHALT MIXTURE (3,000,000 ESAL). INTERMEDIATE COURSE, 112 IN, MIX REFER TO TABULATION ON " HEETS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AN OFF SITE BORROW AREA. BORROW SHAL SUITABLE SOILS MEETING THE REQUIREMENTS OF SECTION 2102.02, D, 2. ITEM INCLUDES THE FIRST 1.5-INCH LIFT OF THE MHA OVERLAY, INCLUDES HIGHW;jy1B179 ENING AREA, HIGHWAY 11MOSS OF THE IOWA DOT STANDARD SPECT TIONS. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED. FURNISHING, RIDGE ROAD INTERSECTION PANEL REPLACEMENTS, AND HIGHWAY 1 N 'F.f�NG AREA. REFER TO TYPICAL CROSS INSTALLING AND EXTENDING SETTLEMEN TES (EW-212) ON MOSS RIDGE ROAD AT THE 3 LOCATIONS SECTIONS ON "B" SHEETS. ALSO INCLUDES 2-INCH INTERMEDIA ING SECTION ON LIFT STATION, REFER TO SHEET U.04. SHOWN ON THE ESHEETS IS INCIDENTAL TO ITEM. CONTRACTOR SHALL UTILIZE EXISTING 5,800 CY QUANTITY BASED ON 150 PCF PER IOWA DOT DESIGN M SECTION 1134. CERTIFIED PLANT INSPECTION SHALL BE STOCKPILE TO GRADE OUTLOT AREA (SHEET R.12), D PROVIDE 5,800 CY STOCKPILE OF SUFFABLE FILL INCLUDED IN THIS ITEM. MATERIAL WITHIN TCE AT COMPLETION OF THE PROJE 15 2303-0043502 HOT MIX ASPHALT MIXTURE ,000 ESAL), SURFACE COURSE, 112 IN. MIX, FRICTION L-2 3 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD ITEM INCLUDES THE SE D 1.5-INCH LIFT OF THE MHA OVERLAY. INCLUDES HIGHWAY 1 SB WIDENING AREA, HIGHWAY QUANTITY INCLUDES STRIPPING 6-INCHES OF TOPSOIL FROM THE AREA IN THE NEED LIMITS AND 11MOSS RIDGE RO TERSECTION PANEL REPLACEMENTS, AND HIGHWAY 1 NB WIDENING AREA. ALSO INCLUDES MILL AND STOCKPILING THE MATERIAL WITHIN THE RIGHT-OF-WAY OR TEMPORARY GO RUCTION EASEMENT. TOPSOIL REPLACE AR OCATIONS. REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS AND PAVING PLAN AND PROFILE ON "D" SHALL BE RESPREAD AT A MINIMUM DEPTH OF 6-INCHES ON THE DISTURBED FOR OFFS, DITCH BOTTOMS, SHEETS. O INCLUDES 2-INCH SURFACE PAVING SECTION ON LIFT STATION. REFER TO SHEET U.04. QUANTITY BASED ON OPERA AND BACKSLOPES. THIS QUANTITY DOES NOT INCLUDE A SHRINKAGE FACTOR. REF O THE G" SHEETS, 155 DOT DESIGN MANUAL SECTION 18-4. PAVEMENT SMOOTHNESS SPECIFICATIONS OF SECTION 2316 SHALL LY TO THIS ITEM. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 4 2115-0100000 MODIFIED SUBBASE 16 2 -0245828 ASPHALT BINDER, PG 58-28 REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS. REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. QUANTITY BASED ON 6.25% ASPHALT BINDER CONTENT OF BASE COURSE. / 5 2121-7425010 GRANULAR SHOULDERS, TYPE REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS. 17 2303-0246428 ASPHALT BINDER, PG 64-28REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. QUANTITY BASED ON 6.25% ASPHALT BINDER CONTENT OF INTERMEDIATE AND SURFACE COURSE. 6 2122-5500060 PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 61N. REFER TO TYPICAL SECTIONS ON THE "B" SHEETS. CERTIFIED PLANT INSPECTION SHALL BE INCLUD IN THIS 18 2303-700061 PAY ADJ IID FOR HMA MIXTURE LABORATORY VOIDS (FORMULA - BY PAY FACTOR)O ITEM. THE COST OF ASPHALT BINDER FOR THE PAVED SHOULDER IS INCIDENTAL. 7 2213-7100400 RELOCATION OF MAIL BOXES REFER TO SHEET A.12. 19 2303-7000620 PAY ADJ IlD HMA MIXTURE FIELD VOIDS (FORMULA- BY PAY FACTOR)O C: 1 8 2214-5145150 PAVEMENT SCARIFICATION 20 2303-9093010 HOT MIX ASPHALT, DRIVEftX ITEM INCLUDES MILLING EXISTING HMA SURFACE (A 1.5-INCXREML EPTH) ALONG HIGHWAY 1 BETWEEN TO 1087+60,1087+60±TO 1089+50t, 1089, TO 160±TO 1099+90t, AND 93+4Ot TO 99+20±. REFER TO THE "A'SHEETS. QUANTITY INCLUDES 8" HMA VEWAYS AND PATCHES ALONG MOSS RIDGE ROAD (K-SHEETS), AND HMB.�AVH AT"PARKING=--A1085+40t I LOT INTAKE (M.10). ®.-A v E�... ei 21 2304-0101000 TEMPORARY PAVEMENT ITEM INCLUDES MODIFIED SUBBASE, HMA PAVEM , HMA CURBING, AND REMOVAL OF TEMPORARY PAVEMfWT. REFER TCA...:: 9 2301-1033090 STANDARD OR SLIP FORM PORTLAND CEMENTC CRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. ITEM INCLUDES MOSS RIDGE ROAD PAVING. ER TO TYPICAL CROSS SECTIONS ON "B" SHEETS AND PAVING SHEET F.01. - '" PLAN AND PROFILE ON"E"SHEETS. THIS OXINTITY INCLUDES THE AREA OF THICKENED PAVEMENT AT THE CONNECTION TO HIGHWAY 1 PAVING. POEMENT SMOOTHNESS SPECIFICATIONS OF SECTION 2316 SHALL W APPLY TO THIS ITEM. CERTIFIED PLA INSPECTION SHALL BE INCLUDED IN THIS ITEM. 22 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE ITEM INCLUDES 2.5 INCH CLASS A CRUSHED STONE AT DRIVEWAY. FER TO SHEET D.05. 10 2301-1033100 STANDARD OR SLIP FORM P TLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 101N. 23 2316-0000110 PAY ADJ INCENTIVEIDISINCENTIVE FOR PCC PAVEMENT SMOOTHNESS (BY SC DULE) INCLUDES PROVIDING PAY INCENTIVES/DISINCENTIVES FOR PCC SURFACE PAVE N7 ON MOSS RIDGE ROAD IN ACCORDANCE WITH ARTICLE 2316 OF THE STANDARD SPECIFICATIONS. ITEM INCLUDES PCC BAS AVING ON HIGHWAY 1. INCLUDES SB WIDENING AREA AND HIGHWAY I/MOSS RIDGE ROAD INTERSECTION EL REPLACEMENT AREAS. REFER TO TYPICAL CROSS SECTIONS ON "B" SHEETS, PAVING PLAN AND OFILE ON "D" SHEETS, AND "L" SHEETS FOR GEOMETRIC DETAILS. CERTIFIED PLANT INSPECTIONS I BE INCLUDED IN THIS ITEM. 24 2316-0000120 PAY ADJ INCENTIVEIDISINCENTIVE FOR HMA PAVEMENT SMOOTHNESS (BY SCHEDULE) INCLUDES PROVIDING PAY INCENTIVESIDISINCENTIVES FORM HMR SURFACE PAVEMENT IN ACCOR NCE WITH ARTICLE 2316 OF THE STANDARD SPECIFICATIONS. 11 2301-4875004 MED , P.C. CONCRETE, 41N. ITE NCLUDES HWY 1 RAISED MEDIAN ON SOUTH AND NORTH LEGS OF HWY VMOSS RIDGE ROAD ERSECTION. REFER TO TYPICAL SECTIONS ON "B" SHEETS, PAVING PLAN AND PROFILE ON "D" SHEETS, AND L" SHEETS FOR GEOMETRIC DETAILS. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS REM. 25 2401-6750001 REMOVALS, AS PER PLAN 12 2301 00110 PAY ADJ INCENTIVIEDISINCENTIVE FOR PCC PAVEMENT THICKNESS (BY SCHEDULE) REFER TO "A" SHEETS. INCLUDES PROVIDING PAY INCENTIVESIDISINCENTIVES FOR PCC THICKNESS FOR 9-INCH PCC ON MOSS RIDGE ROAD AND 10-INCH PCC ON HIGHWAY 1 IN ACCORDANCE WITH ARTICLE 2301 OF THE STANDARD SPECIFICATIONS. SHIVEHA-17ERY ChYFOftA,b CftA,C MakmA A r c.,,ac+oa a.;;.u� I AIoiA L` 8boNikq L` CNc L &F wft%F E89Iwftft�cft4TYl84?A6 C�'U>16410�0a Fu Oil E6MtYP1 I ;! - Cl. WD 06-1]�N '' MXCTMMBER JOHNSON COUNTY 112327-1 CHEtl[EG ev. ioe ESTIMATE REFERENCE S6 Ss S 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION 1 ITEM NO. ITEM CODE DESCRIPTION 26 24015745910 REMOVAL OF SIGN INCLUDES ALL WORK NECESSARY TO REMOVE OR REMOVE AND REINSTALL EXISTING ROADWAY SIGNAGE. REGER TO TABULATION 190-62 ON SHEET N.03. 27 2416-0100012 ! APRONS, CONCRETE, 12 IN. DIA.0 28 24165100015 APRONS, CONCRETE, 15 IN. DIA. REFER TO SHEET M.02. 29 2416-0100036 I APRONS, CONCRETE, 36 IN. DIA. REFER TO SHEETS M.05, M.07, AND M.08. 30 2416-0100042 APRONS, CONCRETE, 42 1N. DIA. REFER TO SHEET M.03. 31 2416-0100048 APRONS, CONCRETE, 48 IN. DIA. REFER TO SHEET M.04. 32 2417-0225000 APRONS, METAL REFER TO SHEETS M.09 AND U.08. QUANTITY INCLUDES TWO 12 -INCH DIA. APRONS (HDPE AND PVC PIPE) AND ONE 18 -INCH DIA. APRON (HDPE PIPE) 33 2435-0130148 I MANHOLE, SANITARY SEWER, SW -301, 481N. REFER TO "MS" SHEETS. 34 2435.0140148 MANHOLE, STORM SEWER, SW -401,48 IN. REFER TO SHEET M.02, M.03 AND M.10. 35 2435-0140196 MANHOLE, STORM SEWER, SW -401, 96 IN. REFER TO SHEET 104. ei; ® 36 2435-0140400 MANHOLE STORM SEWER, SW -4040 A 37 C,t 9350259966 INTAKE, SW -509 REFER TO SHEETS MD2, M.05, AND U.06. 38 VU 5-0251000 INTAKE, SW510 REFER TO SHEETS M.01, M.05, AND M.06. 39 2435-0251218 I INTAKE, SW -512,18 IN. j REFER TO SHEET M.09. 40 2435-0251224 INTAKE, SW -512,24 IN. REFER TO SHEET M.02. 41 2435.0251300 INTAKE, SW -513 REFER TO SHEETS M.03 AND M.OS. 100 -4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 42 2435-0600020 MANHOLE ADJUSTMENT, MAJOR ITEM INCLUDES ADJUSTMENT OF EXISTING SMH7. REFER TO SHEET A.09 AND MS.06. NO PLASTIC ADJUSTING RINGS ALLOWED. I I 43 2502-2308110 CONTINUOUS TRENCH DRAIN (500.20) REFER TO TYPICAL CROSS SECTION 8 (B.05), STAKING LAYOUT (L.07) AND TRENCH DRAIN DETAIL (U.08). 44 2502-8212036 SUBDRAIN, LONGITUDINAL, (SHOULDER) 6 IN. DIA. REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS AND PAVING PLAN AND PROFILE ON THE "E" SHEETS. CLEANOUT ASSEMBLIES (TYPE AIB) ARE INCIDENTAL TO THIS ITEM. 45 2502-8220193 SUBDRAIN OUTLET (RF -19C) REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS AND PAVING PLAN AND PROFILE ON THE "E" SHEETS. 46 2502-8220197 SUBDRAIN OUTLET (RF -19F) REFER TO TYPICAL CROSS SECTIONS ON THE "B" SHEETS AND PAVING PLAN AND PROFILE ON THE "D" SHEETS. 47 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 12 IN. REFER TO SHEET M.09. I I 48 2503-0111018 STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE) 18 IN. REFER TO SHEET M.09. 49 2503-0112012 STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 12 IN. REFER TO SHEET U.08. 50 2503-0114212 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 12 IN. REFER TO SHEET M.11. 51 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 15 IN. REFER TO SHEETS M.01, M.02, M.05, AND M.06. 52 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 24 IN. REFER TO SHEET M.03. ALSO INCLUDES PIPE QUANTITY ON SHEET M.10. 53 54 2503-0114236 2503-0114242 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS Iii). 36 IN. REFER TO SHEETS M.05, M.07, AND M.08. STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 42 IN. REFER TO SHEET M.03. 55 2503-0114248 STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D (CLASS III), 48 IN, REFER TO SHEET M.04. Y i 56 2503-0116244 STORM SEWER GRAVITY MAIN, TRENCHED, (RCAP), 2000D (CLASS A -III), 44 IN, X 27 IN. REFER TO SHEET M.05. I 1 57 2504-0114008 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 8IN. REFER TO SHEET MS 06. [-SHIVEHATT =FZY cess rapeaw,i�c� w. nK VN n. c-+,. w.e, Pn�l ,'�+u"eLz y, oee MGlnec, a aN+aHenery, kic zesa rvonlgma oma lana cm. Imre sa2,5 _... os-n-xm° JpHNSUN U'LUN'Y -- 112327-0 ESTIMATE REFERENCE eo. sxExTs t Mdv IL•8bomi IL CIi.M ` Cdl9)35CS000 Fax (31B13:M 889 CN`CKU P R.9 OATEi W -p -x019 G.O5 OR 51 1041AM 2 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATIONa' i k t ITEM NO. ITEM CODE DESCRIPTION ITEM NO. ITEM CODE DESCRIPTION 58 2504-0114024 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 241N. REFER TO "MS" SHEETS. ALSO INCLUDES BENTONITE DAM AT CREEK CROSSING. -.-- ----- 71 2526-8285000 CONSTRUCTION SURVEY ITEM ALSO INCLUDES ESTABLISHING ELEVATION OF SETTLEMENT PLATES AND ELEVATPt 1iv10(dITORI� A� DIRECTED BY THE GEOTECHNICAL ENGINEER.,S� —_- --. --_ ---- ---- 59 2506-4984000 FLOWABLE MORTAR REFER TO SHEET D.01. — 72 --- 2527-9263117 ----' - PAINTED PAVEMENT MARKINGS, DURABLE REFER TO TABULATION 108-22 ON SHEET N.02. --- 60 A9ITEM. 2507-6806D61 REVETMENT, CLASS E REFER TO SHEET U.05. THE 12 -INCH THICK MACADAM STONE BASE LAYER BELOW REVETMENT IS INCIDENTAL TO THIS 73 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE REFER TO TABULATION 108-29 ON SHEET N.02. 61 2507-6800042 REVETMENT, CLASS D REFER TO SHEET U.05. THE 12 -INCH THICK MACADAM STONE BASE LAYER BELOW REVETMENT IS INCIDENTAL TO THIS ITEM. 74 252843400157 TEMPORARY FLOODLIGHTING LUMINAIRE REFER TO THE "J" SHEFTS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. 62 2510-6745850 REMOVAL OF PAVEMENT ITEM INCLUDES REMOVAL OF HMA PAVEMENT, PCG BASEIHMA SURFACE PAVEMENT, AND MEDIAN PAVEMENT AREA INCLUDES HIGHWAY 1 SB SHOULDER REMOVAL AREA, HIGHWAY 11MOSS RIDGE ROAD INTERSECTION PANEL AND MEDIAN REMOVALS, AND HIGHWAY 1 NB SHOULDER REMOVAL AREA. SAWCUTTING IS INCIDENTAL TO THIS ITEM. REFER TO "A" SHEETS. 75 25289400256 TEMPORARY TRAFFIC SIGNALS REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. -- -- _ 76 2528-8445110 ADD TRAFFIC CONTROL REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. ORANGE CONSTRUCTION FENCE (SHEET U.07) CALLED OUT FOR INSTALLATION ON THE PROJECT IS INCIDENTAL, ALSO INCLUDES FENCING AT PEARSON PARKING LOT (M.10). DEVELOPMENTAL SPECIFICATION OS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. 63 2511-7526006 ADD SIDEWALK, P.C. CONCRETE, 61N. REFER TO THE B, D, K, AND S -SHEETS FOR PLAN LOCATIONS AND GEOMETRY. ITEM INCLUDES EXTRA DEPTH SIDEWALK R (7 -INCH DEPTI-1) ACROSS MOSS RIDGE ROAD DRIVEWAYS (KSHEETS). CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. SIDEWALK STA 289+50 DIVIDES HWY 1 AND MOSS RIDGE ROAD QUANTITY. -_------ - -- - ---._ 77 2528-8445113 FLAGGERS — REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO IT IIS PROJECT IF NIGHT WORK IS UTILIZED. QUANTITY INCLUDES ALLOWANCE FOR 2 FLAGGERS TO BE USED FOR 2 WORK SHIFTS AS PART OF STAGE 4 TRAFFIC CONTROL (J.D7). 64 _ 2511-7526008 __----. SIDEWALK, P,C. CONCRETE, 81N. THIS ITEM INCLUDES ONLY THE 8 -FOOT WIDTH SIDEWALK HATCHED AS 8" PCC ALONG THE NEW HMA LIFT STATION PAD. REFER TO SHEET U.04. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 65 2512-1725256 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. QUANTITY INCLUDES 900 LF TO CONSTRUCT THE SOUTH SIDE HIGHWAY 11MOSS RIDGE ROAD INTERSECTION MEDIAN CURB AND GUTTER, 576 LF TO CONSTRUCT THE NORTH SIDE HIGHWAY 1/MOSS RIDGE ROAD INTERSECTION MEDIAN CURB AND GUTTER, AND 30 OF TO CONSTRUCT THE PEARSON PARKING LOT CURB AND GUTTER AT THE NEW INTAKE (THIS PIECE IS 1.5 -FT WIDTH; SHEET M.10). LENGTH INCLUDES TRANSITIONS FROM 6 -INCH SLOPED CURB TO 6 -INCH STANDARD CURB. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 78 2528-8445115 PILOT CARS REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. QUANTITY INCLUDES ALLOWANCE FOR 1 PILOT CAR TO BE USED FOR 2 WORK SHIFTS AS PART OF STAGE 4 TRAFFIC CONTROL - - ----- 79 25334980005 N90BILIZATION 66 2515-2475007 1A ADD DRIVEWAY, P.C. CONCRETE, 71N. ITEM INCLUDES LIFT STATION DRIVEWAY (SHEET U.04 -8" PCC - DOES NOT INCLUDE 8 -FOOT WIDTH SIDEWALK). ALSO INCLUDES7" PCC DRIVEWAY AND APRON CONNECTIONS ON MOSS RIDGE ROAD (SHEET K.01 AND K.02). CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. ---- ----. --- 60 25469000100 ---- MILLED SHOULDER RUMBLE STRIPS, I IMA SURFACE REFER TO °B" SHEETS AND STANDARD ROAD PLAN PV -12. 81 2554-0112012 WATER MAIN,TRENCHED, DUCTILE IRON PIPE (DIP), 121N. ITEM INCLUDES CLASS 52 AND CLASS 53 WATER MAIN ALONG MOSS RIDGE ROAD. REFER TO "MW°SHEETS. WATER MAIN INSTALLATION TO OCCUR ONLY AFTER MOSS RIDGE ROAD PAVING IS COMPLETED. 67 ----'- 2524-9265010 -- POSTS, STEEL, AS PER PLAN REFER TO TABULATION 190-51 ON SHEET N.03. -.----_----_ 68 25249275222 WOOD POSTS FOR TYPE A OR B SIGNS, 41N. X 61N. REFER TO TABULATION 190-51 ON SHEET N.03. _. 82 2554-0207012 VALVE, GATE, DIP, 12 IN. REFER TO "MW"SHEETS. 69 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM REFER TO TABULATION 190-66 ON SHEET N.03. _.----. ._- 83 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 REFER TO'MW" SHEETS. 70 2525-0000100 TRAFFIC SIGNALIZATION REFER TO "N" SHEETS AND TABULATIONS ON SHEET N.04. 84 2599-9999001 EEDING QUANTITY INCLUDES ALL DISTURBED AREAS FOLLOWING FINAL COMPLETION OF CONSTRUCTED TTEMS. ITEM INCLUDES 6 ACRES TYPE 1 AND 4 ACRES TYPE 2 SEEDING A8 DESIGNATED IN THE STORMWATEft POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS. REFER TO SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS SECTION 02370. _ SHIVC-FIAITC-FFY ceammpaxw•mwacry,w•uesmrew n»ure, iL • ft.*Wm IL • MT -w TL SM1IvaHary,lx2B Nm gabWMloaC.Iwa5 5 la�al ssaao-w • eex 010 ssa-evn ➢RA.A.11 cm ➢PtEp6-t]-2cts JOHNSON CUNNIY ➢UECiNUNRI 112371 ESTIMATE REFERENCE pET C.O6 N.HTi cAecKE➢ ➢n n ➢nrEo5-t]-Earn r 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION I ITEM NO. ITEM CODE DESCRIPTION 56 2504-0114024 SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 24 IN. REFER TO 'NI" SHEETS. ALSO INCLUDES BENTONITE DAM AT CREEK CROSSING. 59 2506-4984000 FLOWABLE MORTAR REFER TO SHEET D.01, 60 2507-6800032 REVETMENT, CLASS C REFER TO SHEET U.OS. THE UANCH THICK MA STONE BASE LAYER BELOW REVETMENT IS INCIDENTAL TO THIS ITEM. I 61 2507.6800042 REVETMENT, CLASS D REFER TO SHEET U.05. THE 12 -INCH THICK MACADAM STONE BASE LAY ELOW REVETMENT IS INCIDENTAL TO THIS ITEM. 62 2510-0745850 REMOVAL OF PAVEMENT ITEM INCLUDES REMOVAL OF HMA PAVEMENT, PCC BASE/HMA SURFACE PAVEMENT, AND MEDIA VEMENT. AREA INCLUDES HIGHWAY 1 SB SHOULDER REMOVAL AREA, HIGHWAY 11MOSS RIDGE ROAD INTERSECTIO ELAND MEDIAN REMOVALS, AND HIGHWAY 1 NS SHOULDER REMOVAL AREA, SAWCUTTING IS INCIDENTAL TO THI M. REFER TO "A" SHEETS. 63 2511-7526006 SIDEWALK, P.C. CONCRETE, 61N. REFER TO THE "B" SHEETS, "D" SHEETS, AND "S" SHEETS FOR PLAN LOCATIONS AND GEOMETRY. ITEM I DES EXTRA DEPTH SIDEWALK ACROSS MOSS RIDGE ROAD DRIVEWAYS (K -SHEETS). CERTIFIED PLANT INSPECTI HALL BE INCLUDED IN THIS ITEM. 64 2511-7526008 SIDEWALK, P.C. CONCRETE, 81N. THIS ITEM INCLUDES ONLY THE 8 -FOOT WIDTH SIDEWALK HATCHED AS 8" PCC A G THE NEW HMA LIFT STATION PAD. REFER TO SHEET U.04. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED I IS ITEM. I 65 2512-1725256 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. SIDE GHWAY 11MOSS RIDGE ROAD INTERSECTION MEDIAN QUANTITY INCLUDES 900 LF TO CONSTRUCT TH>NORTH CURB AND GUTTER, 576 LF TO CONSTRUCT THEI HIGHWAY 1(MOSS RIDGE ROADINTERSECTION MEDIAN CURB AND GUTTER, AND 30 LF TO CONSTRUCTSON PARKING LOT CURB AND GUTTER AT THE NEW INTAKE (THIS PIECE IS 1.5 -FT WIDTH; SHEET M.10). LENUDES TRANSITIONS FROM 6 -INCH SLOPED CURB TO 6 -INCH STANDARD CURB. CERTIFIED PLANT INSPECTIBE INCLUDED IN THIS ITEM. I 66 2515-2475007 _ DRIVEWAY, P.C. CONCRETE, 71N. ITEM INCLUDES LIFT STATION DRIV AY (SHEET U.04 - S" PCC - DOES NOT INCLUDE 8 -FOOT WIDTH SIDEWALK). ALSO INCLUDES 7" PCC DRIVEWAY AN APRON CONNECTIONS ON MOSS RIDGE ROAD (SHEET K.01 AND K.02) AND PCC CURB AND GUTTER IN PEARSC 'A INC LOT (M.10). CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 67 - 25249265010 POSTS, STEEL AS R PLAN REFER TO TABU TION 19051 ON SHEET N.03. _..-_ 68 2524-9275222 WOO OSTSFORTYPEAORBSIGNS,41N,X6IN. RE TO TABULATION 190-51 ON SHEET N.03. 69 2524-932500 TYPE A SIGNS, SHEET ALUMINUM REFER TO TABULATION 190-66 ON SHEET N.03. ''.. 70 ''.. 2525-0000100 TRAFFIC SIGNALIZATION REFER TO "N" SHEETS AND TABULATIONS ON SHEET N.04. 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION I ITEM NO. ITEM CODE DESCRIPTION 71 2526-8285000 CONSTRUCTION SURVEY ITEM ALSO INCLUDES ESTABLISHING ELEVATION OF SETTLEMENT PLATES AND ELEVATION MONITORING AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 72 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE REFER TO TABULATION 108-22 ON SHEET N.02. 73 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DI.RE REFER TO TABULATION 108- SHEET N.02. I 74 2528-8400157 TEMPPkA<Y FLOODLIGHTING LUMINAIRE R TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. 75 528-8400256 TEMPORARY TRAFFIC SIGNALS REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. 76 2528-8445110 TRAFFIC CONTROL REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. REFER TO SHEETS A.03 TO A.06 FOR TEMPORARY BARRIER RAIL. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. 77 2528-8445113 FLAGGERS REFER TO THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES TO THIS PROJECT IF NIGHT WORK IS UTILIZED. QUANTITY INCLUDES ALLOWANCE FOR 2 FLAGGERS TO BE USED FOR 2 WORK SHIFTS AS PART OF STAGE 4 TRAFFIC CONTROL (J.07). 78 2528-8445115 PI CARS REFE THE "J" SHEETS FOR TRAFFIC CONTROL INFORMATION. DEVELOPMENTAL SPECIFICATION DS -12032 APPLIES HIS PROJECT IF NIGHT WORK IS UTILIZED. QUANTITY INCLUDES ALLOWANCE FOR 1 PILLqCAR TO BE USED FOR 2 K SHIFTS AS PART OF STAGE 4 TRAFFIC CONTROL - - 79 2533-4980005 MOBILIZATION .- `•) 7!4 80 2548-0000100 MILLED SHOULDER RUMBLE STRIPS, H URFACE REFER TO "B" SHEETS AND STANDARD ROA LAN PV -12. 81 2554-0112012 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 12 ITEM INCLUDES CLASS 52 AND CLASS 53 WATER MAIN ALO MOSS RIDGE ROAD. REFER TO "MW" S'EETS. WATER MAIN INSTALLATION TO OCCUR ONLY AFTER MOSS RIDGE ROA AVING IS COMPLETED. 82 2554-0207012 VALVE, GATE, DIP, 121N, REFER TO "MW" SHEETS. 83 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 REFER TO"MW"SHEETS. 84 25999999001 HYDROSEEDING QUANTITY INCLUDES ALL DISTURBED AREAS FOLLOWING FINAL COMPLETION OF CONSTRUCTED ITEMS. ITEM INCLUDES 6 ACRES TYPE 1 AND 4 ACRES TYPE 2 SEEDING AS DESIGNATED IN THE STORMWATER POLLUTION PREVENTION PLAN -POST-CONSTRUCTION SHEETS. REFER TO SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS SECTION 02370. SH IVE-HATTERY CBMMM RapH%IA • Iowa qly. W • ERB Wo R 9We k1p ,1. 2B3C I hpW p 1. ply, qBB 5?2g6 I DRFVN BY �.v DATE06-17-2N4 I PROJECT NUMBER icl 11 i.i e..s n z N 61 or e, D.•Rgom:ylon L, CI a iale)asaaow• F. (as)asa-e9a JOHNSON COUNTY 112327-i ESTIMATE REFERENCE syEE* TOET CHECKED BY, :03 DPiE� B -1i-2019 G06 SHEEL$ y WE 10-29-02 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 96 100-4A MOD INTAKE PROTECTION BAG/FILTER SACK QUANTITY INCLUDES INTAKE PROTECTION BAGS AT ALL NEW AND EXISTING STORM SEWER AREA INTAKES ALONG 10-29-02 PREIDURING-CONSTRUCTION SHEET C.10 FOR EXISTING INTAKE ALONG MOSS RIDGE ROAD. REFER TO STORMWATER I POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS 0.22, C.23, AND C.24 FOR INTAKES ALONG MOSS RIDGE ROAD AND SHEET G28 FOR INTAKE ALONG HIGHWAY 1. SEE PROJECT SPECIFICATIONS SECTION 02370. 97 2601-2638620 ESTIMATE REFERENCE INFORMATION QUANTITY INCLUDES 8 -INCH THICK MACADAM STONE AND FILTER FABRIC INSTALLATION AT RADIUS RETURNS OF MOSS RIDGE ROAD AND HIGHWAY 1 INTERSECTION. REFER TO SHEET C.29. 98 2601-2643401 TURF REINFORCEMENT NAT QUANTITY INCLUDES EROSION CONTROL BLANKETS IN ALL GRASSED AREAS GREATER THAN 10% SLOPE AS ITEM NO ITEM CODE DESCRIPTION SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS SECTION 0 } 85 j 2599-999900 TEMPORARY SEEDING SILT FENCE I i QUANTITY INCLUDES SILT Ef EAT EXISTING AND PROPOSED STORMWATER DISCHARGE POINTS. REFER TO STORMWATER PO N PREVENTION PLAN •PREIDURING-CONSTRUCTION SHEETS G.1 t. C.12, AND C.14 FOR UANTITY INCLUDES ALL DISTURBED AREAS REQUIRING TEMPORARY SEEDING TO BE ESTABLISHED OUTSIDE LOCATIONS G MOSS RIDGE ROAD AND SHEETS C.16 TO C.21 FOR LOCATIONS ALONG HIGHWAY 1, REFER TO i DET SHEET C.37. SEE PROJECT SPECIFICATIONS SECTION 02370. _i SEisl)ING WINDOW PRIOR TO PERMANENT SEEDING. REFER TO SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS 260 0120 DITCH CHECK (SYNTHETIC - HDPE) i usiq T 02370. SPECIFICATIONS SECTION 02370. 86 2599-9999003 HYDRIC SOIL, STR VAGErSTOCKPILE QUANTITY INCLUDES EX GIMPACTED WETLAND AREAS. ITEM INCLUDES STRIPPING, SALVAGING, AND STOCKPILING AT WEST END ROJECT LIMITS. QUANTITY DOES NOT INCLUDE SHRINKAGE FACTOR, REFER TO SHEETS C.10 TO C.14. SEE IOWA "STANDARD SPECIFICATIONS SECTION 2105. I 87 2599-9999005 CURB INLET FILTER '', � QUANTITY INCLUDES CURB INLET FILTERS AT ALL NEW RM SEWER INTAKES ALONG MOSS RIDGE ROAD AND EXISTING STORM SEWER INTAKE ON HIGHWAY 1. REFER TO '"1)RMWATER POLLUTION PREVENTION PLAN- PREIDURING-CONSTRUCTION SHEET G16 FOR CURB INLETS ALO HIGHWAY I. REFER TO STORMWATER POLLUTION ''.. PREVENTION PLAN - POST -CONSTRUCTION SHEETS C.22 TO C.26 FO RB INLETS ALONG MOSS RIDGE ROAD. REFER TO SHEET C.37 FOR CURB INLET FILTER DETAIL. SEE PROJECTS IFICATIONS SECTION 02370. N502660 AND 02665. 88 2599-9999009 STEEL CASING, 32 DIA (0.375 -INCH WALL) REFER TO SHEET M5.05. ITEM INCLUDES CASING SPACERS AND END SEALS. STORMWATER 89 2599-9999017 (SPECIAL COMPACTION OF SUBGRADE FOR SIDEWALK � REFER TO "S" SHEETS. SEE IOWA DOT STANDARD SPECIFICATIONS SECTION 2511 I 90 2599-9999201 COMPOST FILTER TUBE, 12 -INCH DIA.ISILT FENCE f QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF DISTURBED AREA. REFER TO STORMWATER POLLUTION PREVENTION PLAN -PREIDURING-CONSTRUCTION SHEETS C.10 TO 0.21. REFER TO SHEET C.36 FOR IIL COMPOST FILTER TUBE AND SILT FENCE DETAILS. SEE PROJECT SPECIFICATIONS SECTION 02370. I 91 ' 2599-9999202 GLEAN -OUT OF COMPOST FILTER TUBEISILT FENCE QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF DISTURBED AREA. REFER T ORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION SHEETS C.10 TO Q21. SEE PR9d CT SPECIFICATIONS SECTION 02370. O� 92 2599-9999209 REMOVE COMPOST FILTER TUBE/SILT FENCE / QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF SURBED AREA, REFER TO STORMWATER POLLUTION PREVENTION PLAN - PREtDURINGCONSTRUCTION SH S 0,10 TO 0.21. SEE PROJECT SPECIFICATIONS SECTION 02370. 93 .':2599-9999010 10 FT. z 5 FT. BOX CULVERT REFER TOW" SHEETS FOR BOX CULVERT IN NATION. SEE IOWA DOT STANDARD SPECIFICATIONS SECTION 2403. STRUCTURAL CONCRETE SHALL BE CLA C." 949999110 --, 10 FT. x 5 FT, BOX CULVERT ENSIGN REFER TO "V" SHEETS F OX CULVERT INFORMATION. SEE IOWA DOT STANDARD SPECIFICATIONS SECTIONS 2403 AND 2414. STRUCTURAL CONCRETE SHALL BE CLASS "G" s -r 95 2599-9999309 WATER td��CATHODIC PROTECTION, DIP 121N. ' ITEM INCLUDES WATER MAIN ALONG HIGHWAY 1, REFER TO MW.00 AND MW.06. SEE PROJECT SPECIFICATIONS SEJC,516 d I9eie Oava lona Cdy. Mre 52]AB SHIVC-HA-rTERY CO er fle b W • IW a Cg, W' Ow Md W ( SINe Wumry 28 C MN u•R.ivc c: c Mama L,eiowrrgmn IL, cloaca L la!91 asn-swo. F. (sgl 85sof RR M BY G['e pgiE . Rs -!1-z11 i- L 4j ,R CDN -Y ) ROJEC' NUMBE: 112327.1 UiRL ESTIMATE REFERENCE no. sREE*s � C97 a¢'<En Br, !ce nRiE. urn-zo!� 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 96 2599-9999105 INTAKE PROTECTION BAG/FILTER SACK QUANTITY INCLUDES INTAKE PROTECTION BAGS AT ALL NEW AND EXISTING STORM SEWER AREA INTAKES ALONG MOSS RIDGE ROAD AND HIGHWAY 1. REFER TO STORMWATER POLLUTION PREVENTION PLAN - PREIDURING-CONSTRUCTION SHEET C.10 FOR EXISTING INTAKE ALONG MOSS RIDGE ROAD. REFER TO STORMWATER I POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS 0.22, C.23, AND C.24 FOR INTAKES ALONG MOSS RIDGE ROAD AND SHEET G28 FOR INTAKE ALONG HIGHWAY 1. SEE PROJECT SPECIFICATIONS SECTION 02370. 97 2601-2638620 MACADAM STONE SLOPE PROTECTION QUANTITY INCLUDES 8 -INCH THICK MACADAM STONE AND FILTER FABRIC INSTALLATION AT RADIUS RETURNS OF MOSS RIDGE ROAD AND HIGHWAY 1 INTERSECTION. REFER TO SHEET C.29. 98 2601-2643401 TURF REINFORCEMENT NAT QUANTITY INCLUDES EROSION CONTROL BLANKETS IN ALL GRASSED AREAS GREATER THAN 10% SLOPE AS DESIGNATED IN THE STORMWATER POLLUTION PREVENTION PLAN -POST-CONS SHEETS. REFER TO ' SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS SECTION 0 � 99 2602-0000020 SILT FENCE I i QUANTITY INCLUDES SILT Ef EAT EXISTING AND PROPOSED STORMWATER DISCHARGE POINTS. REFER TO STORMWATER PO N PREVENTION PLAN •PREIDURING-CONSTRUCTION SHEETS G.1 t. C.12, AND C.14 FOR LOCATIONS G MOSS RIDGE ROAD AND SHEETS C.16 TO C.21 FOR LOCATIONS ALONG HIGHWAY 1, REFER TO i DET SHEET C.37. SEE PROJECT SPECIFICATIONS SECTION 02370. _i 100 260 0120 DITCH CHECK (SYNTHETIC - HDPE) QUANTITY INCLUDES GEORIDGE DITCH CHECKS ALONG HIGHWAY 1 DITCHES. REFER TO STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS. REFER TO DETAIL ON SHEET C.37. SEE PROJECT SPECIFICATIONS SECTION 02370. N502660 AND 02665. 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 96 2599-9999105 INTAKE PROTECTION BAG/FILTER SACK QUANTITY INCLUDES INTAKE PROTECTION BAGS AT ALL NEW AND EXISTING STORM SEWER AREA INTAKES ALONG MOSS RIDGE ROAD AND HIGHWAY 1. REFER TO STORMWATER POLLUTION PREVENTION PLAN - PREIDURING-CONSTRUCTION SHEET C.10 FOR EXISTING INTAKE ALONG MOSS RIDGE ROAD. REFER TO STORMWATER I POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS 0.22, C.23, AND C.24 FOR INTAKES ALONG MOSS RIDGE ROAD AND SHEET G28 FOR INTAKE ALONG HIGHWAY 1. SEE PROJECT SPECIFICATIONS SECTION 02370. 97 2601-2638620 MACADAM STONE SLOPE PROTECTION QUANTITY INCLUDES 8 -INCH THICK MACADAM STONE AND FILTER FABRIC INSTALLATION AT RADIUS RETURNS OF MOSS RIDGE ROAD AND HIGHWAY 1 INTERSECTION. REFER TO SHEET C.29. 98 2601-2643401 TURF REINFORCEMENT NAT QUANTITY INCLUDES EROSION CONTROL BLANKETS IN ALL GRASSED AREAS GREATER THAN 10% SLOPE AS DESIGNATED IN THE STORMWATER POLLUTION PREVENTION PLAN -POST-CONS SHEETS. REFER TO ' SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS SECTION 0 � 99 2602-0000020 SILT FENCE I i QUANTITY INCLUDES SILT Ef EAT EXISTING AND PROPOSED STORMWATER DISCHARGE POINTS. REFER TO STORMWATER PO N PREVENTION PLAN •PREIDURING-CONSTRUCTION SHEETS G.1 t. C.12, AND C.14 FOR LOCATIONS G MOSS RIDGE ROAD AND SHEETS C.16 TO C.21 FOR LOCATIONS ALONG HIGHWAY 1, REFER TO i DET SHEET C.37. SEE PROJECT SPECIFICATIONS SECTION 02370. _i 100 260 0120 DITCH CHECK (SYNTHETIC - HDPE) QUANTITY INCLUDES GEORIDGE DITCH CHECKS ALONG HIGHWAY 1 DITCHES. REFER TO STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS. REFER TO DETAIL ON SHEET C.37. SEE PROJECT SPECIFICATIONS SECTION 02370. W_ 0 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION ITEM NO. I 96 ITEM NO. ITEM CODE DESCRIPTION 85 2599-9999002 TEMPORARY SEEDING QUANTITY INCLUDES ALL DISTURBED AREAS REQUIRING TEMPORARY SEEDING TO BE ESTABLISHED OUTSIDE 2601-2638620 1 I MACADAM STONE SLOPE PROTECTION QUANTITY INCLUDES 8 -INCH THICK MACADAM STONE AND FILTER FABRIC INSTALLATION AT RADIUS RETURNS OFF SEEDING WINDOW PRIOR TO PERMANENT SEEDING. REFER TO SHEETS C.22 TO C.33. SEE PROJECT SPECIFICATIONS MOSS RIDGE ROAD AND HIGHWAY 1 INTERSECTION. REFER TO SHEET C.29. SECTION 02370. 2599-9999015 ,TURF REINFORCEMENT MAT QUANTITY INCLUDES EROSION CONTROL BLANKETS IN ALL GRASSED AREAS GREATER THAN 10% SLOPE AS DESIGNATED IN THE STORM'WATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS. REFER TO ADD 86 2599-9999003 HYDRIC SOIL, STRIP, SALVAGEISTOCKPILE QUANTITY INCLUDES EXISTING IMPACTED WETLAND AREAS. ITEM INCLUDES STRIPPING, SALVAGING, AND 2602-0000020 SILT FENCE QUANTITY INCLUDES SILT FENCE AT EXISTING AND PROPOSED STORMWATER DISCHARGE POINTS. REFER TO STOCKPILING AT WEST END OF PROJECT LIMITS. QUANTITY DOES NOT INCLUDE SHRINKAGE FACTOR. REFER TO STORM'WATER POLLUTION PREVENTION PLAN - PREIDURING-CONSTRUCTION SHEETS CA 1, C.12, AND C.14 FOR SHEETS C.10 TO C.14. SEE IOWA DOT STANDARD SPECIFICATIONS SECTION 2105. LOCATIONS ALONG MOSS RIDGE ROAD AND SHEETS C.16 TO C.21 FOR LOCATIONS ALONG HIGHWAY 1. REFERTO 87 I ' 2599-9999005 CURB INLET FILTER QUANTITY INCLUDES CURB INLET FILTERS AT ALL NEW STORM SEWER INTAKES ALONG MOSS RIDGE ROAD AND EXISTING STORM SEWER INTAKE ON HIGHWAY 1. REFER TO STORMWATER POLLUTION PREVENTION PLAN - 2602-0000120 DITCH CHECK(SYNTHETIC - HDPE) QUANTITY INCLUDES GEORIDGE DITCH CHECKS ALONG HIGHWAY 1 DITCHES, REFER TO STORMWATER POLLUTION PRE/DURING-CONSTRUCTION SHEET C.16 FOR CURB INLETS ALONG HIGHWAY 1. REFER TO STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS. REFER TO DETAIL ON SHEET 0.37. SEE PROJECT PREVENTION PLAN - POST -CONSTRUCTION SHEETS C.22 TO C.26 FOR CURB INLETS ALONG MOSS RIDGE ROAD. SPECIFICATIONS SECTION 02370. REFER TO SHEET C.37 FOR CURB INLET FILTER DETAIL. SEE PROJECT SPECIFICATIONS SECTION 02370, 88 2599-9999009 STEEL CASING,32-INCH DIA (0.375 -INCH WALL) REFER TO SHEET MS.05. ITEM INCLUDES CASING SPACERS AND END SEALS. _ Y 89 2599-99990'..7 _ SPECIAL COMPACTION OF SUBGRADE FOR SIDEWALK REFER TO "S" SHEETS (STA 285+15 TO STA 288+15). SEE IOWA DOT STANDARD SPECIFICATIONS SECTION 2511, PREPARE ACCORDING TO ARTICLE 2109.03,C. - _ ADD - 90 2599-9999201 COMPOST FILTER TUBE, 12 -INCH DIA./SILT FENCE QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF DISTURBED AREA. REFER TO STORMWATER I POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION SHEETS C.10 TO C.21. REFER TO SHEET C.36 FOR COMPOST FILTER TUBE AND SILT FENCE DETAILS. SEE PROJECT SPECIFICATIONS SECTION 02370. 91 25995999202 CLEAN-OUT OF COMPOST FILTER TUBESILT FENCE QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF DISTURBED AREA. REFER TO STORMWATER POLLUTION PREVENTION PLAN - PREIDURING-CONSTRUCTION SHEETS C.10 TO 0,21. SEE PROJECT SPECIFICATIONS SECTION 02370. I 92 2599-9999209 REMOVE COMPOST FILTER TUBFISILT FENCE QUANTITY INCLUDES FILTER TUBES OR SILT FENCE ALONG EDGE OF DISTURBED AREA. REFER TO STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION SHEETS C.10 TO C.21. SEE PROJECT SPECIFICATIONS SECTION 02370. 93 2599-9999010 110 FT. x 5 FT. BOX CLLVERT REFER TO'v" SHEETS FOR BOX CULVERT INFORMATION. SEE IOWA DOT STANDARD SPECIFICATIONS SECTION 2403. STRUCTURAL CONCRETE SHALL BECLASS"C." 94 2599-9999:10 10 FT. x 5 PT. BOX CULVERT EXTENSION REFER TO "V° SHEETS FOR BOX CULVERT INFORMATION. SEE IOWA DOT STANDARD SPECIFICATIONS SECTIONS 2403 AND 2414. STRUCTURAL CONCRETE SHALL BE CLASS "C." 95 25995999309 WATER MAIN, CATHODIC PROTECTION, DIP 121N. ITEM INCLUDES WATER MAIN ALONG HIGHWAY 1. REFER TO MW.00 AND MW.06. SEE PROJECT SPECIFICATIONS SECTIONS 02660 AND 02665. 100-4A MOD 10-29-02 ESTIMATE REFERENCE INFORMATION e § Er r ITEM NO. I 96 ITEM CODE 2599-9999105 ? DESCRIPTION I. INTAKE PROTECTION BAG/FILTER SACK QUANTITY INCLUDES INTAKE PROTECTION BAGS AT ALL NEW AND EXISTING STORM SEWERAREA INTAKES ALONG MOSS RIDGE ROAD AND HIGHWAY 1. REFER TO STORMIAIATER POLLUTION PREVENTION PLAN S TP ' t1' a PRE/DURING-CONSTRUCTION SHEET C.IO FOR EXISTING INTAKE ALONG MOSS RIDGE ROAD'ST 4MV ATER POLLUTION PREVENTION PLAN -POST-CONSTRUCTION SHEETS C.22, 0.23, AND C.24 FORiNTAIKE' . � ¢'G}(yp( SS;RIp iE ROAD AND SHEET C.28 FOR INTAKE ALONG HIGHWAY 1. SEE PROJECT SPECIFICATIONS SECTION 02370. 97 2601-2638620 1 I MACADAM STONE SLOPE PROTECTION QUANTITY INCLUDES 8 -INCH THICK MACADAM STONE AND FILTER FABRIC INSTALLATION AT RADIUS RETURNS OFF MOSS RIDGE ROAD AND HIGHWAY 1 INTERSECTION. REFER TO SHEET C.29. �96 2599-9999015 ,TURF REINFORCEMENT MAT QUANTITY INCLUDES EROSION CONTROL BLANKETS IN ALL GRASSED AREAS GREATER THAN 10% SLOPE AS DESIGNATED IN THE STORM'WATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS. REFER TO ADD SHEETS C.22 TO C,33. SEE PROJECT SPECIFICATIONS SECTION C2370. 99 2602-0000020 SILT FENCE QUANTITY INCLUDES SILT FENCE AT EXISTING AND PROPOSED STORMWATER DISCHARGE POINTS. REFER TO STORM'WATER POLLUTION PREVENTION PLAN - PREIDURING-CONSTRUCTION SHEETS CA 1, C.12, AND C.14 FOR LOCATIONS ALONG MOSS RIDGE ROAD AND SHEETS C.16 TO C.21 FOR LOCATIONS ALONG HIGHWAY 1. REFERTO DETAIL ON SHEET C.37. SEE PROJECT SPECIFICATIONS SECTION 02370. 100 2602-0000120 DITCH CHECK(SYNTHETIC - HDPE) QUANTITY INCLUDES GEORIDGE DITCH CHECKS ALONG HIGHWAY 1 DITCHES, REFER TO STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS. REFER TO DETAIL ON SHEET 0.37. SEE PROJECT SPECIFICATIONS SECTION 02370. CSI--I(v==•-(A�G^RY CpCaz p9(Atld N•Iowu Pry,W•Ce Mdra61A SNNe-NeX ). 6,c. M96 Pb� 0 ( BRPMN HYD C1n ➢9TE Ei NUHBtN uu ar¢c,a a ruq mBm¢ma crcy.!ows szzas r as-a-zna JOHNSON COUNTY L ---- 112327-1 ESTIMATE REFERENCE MoM IL, Blwm'wmn IL, GH L 491W 13) 546 1 tATE � QG7 LEGEND PROJECT SITE -nnnnevwvo SILT FENCE PROVIDE 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF 12"TU COMPOST FILTERBE OR SILT FENCE DISTURBED AREA. SEE DETAILS 1 AND 2 SHEET C.36, TYP. TU PROVIDE INTAKE PROTECTION BAG INTAKE PROTECTION BAG OR FILTER SACK FOR ALL EXISTING OR FILTER SACK AREA INTAKES 6.0%- EXISTING GRADE DIRECTION OF DRAINAGE ..�s9s� ........ �. '�. . �.,,... �... .... \\ 1 ?'............ sal. ..... — y : ~ \ ~ ,r —""7 . \. �t0. .�h/ / ��, .r' ...,,. ../ !/ ! ,.- !. -`. -r'_'_.. -� \. ` .1 STORM INT BEEHIVE �681 s7 RIM ! / / ! ' l' co d, �. m ev co Eo. Ea w Ea co lw / � I -. �. l rn 1. �.'.} 1 ' . \ . . . \ :.\ ... .... � ........ , . � .. �.......... . t 1 ..��... ........�............. \ ... \....... \.. ..� ' .\ \.V`ti..."..\ . . \......... �.......\..... \. . \ = — =687.--.T.--- x'692 -- - .,.. --.\ 69 ----- ^`_ — — �` �1 _ -- _ — _. 3 . — -- \ ,..,.. sss-� ss�-._ sss� - - _�_ __ _'— �R0�T49_ssa��;..' �sr� � \� —a 7- 7— — 695- ' XISTINGSTORM C�(VER AND INTAKE,TYP \ \ `. ` ` y _ \ . 7T EXISTIN'CONTOUR G1l4? ` ( RM�6s6.aa \\ \ 6IE 18" RCP N STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING - CONSTRUCTION: MOSS RIDGE ROAD CVYFYp/L.U.Bn�dy, N. aBBEohyu BMwAWYY Biu B�1 TeAiBx{onh bvw hb. bBB bPN6 BRAMq BYr c"e DATE W-Ii-PUII EMiO£CT MNBER Sm TOTAL SIIIVCFI�"*•= MOSS RIDGE ROAD DON a{4x�{eeLUP earNEErrrNM FbbE L.Bmiipb,B.. C1A�L X861 ADp Fp BB40BEt [NEPiB BYE CEM pATfl {K -p -BEN �NNNSON ('.OL]NTi• 112327.1 STA: 129+00-125+25 ''r a SEEETS � ^ , .� , (`r r`_ r . l I 4 . -'fir-1 • ' 'I �� . { ' .1 , I ,'�x Z. IV Ski j I LEGEND 12" COMPOST FILTER TUBE OR SILT FENCE SILT FENCE 6.6j EXISTING GRADE i\ Z�iii �+�,�� . •ice .,.1 �.l �� i� ,�' PROVIDE 12" COMPOST FILTER TUBE s�'Q Y \. OR SILT FENCE ALONG EDGE OF ^ ss I' r DISTURBED AREA. SEE DETAILS 1 ss2'` \ m AND 2 SHEET C.36, TYP. \ l h f PROVIDE SILT FENCE ALONG BANK OF DRAINAGE WAY. SEE DETAIL 1/C.36, TYP. I / I /i t I /1 'C CT u, In 1 i I I.1.i'I`.i,., •. \ \� '� \ �. hiki+Ff/( '/ /Ilijt$(t//��%� •. � ,�1� "' i 1 �'ri.���.1�\.< • \ \. I;I� I!Iq`�?��/ .'I. 1�1 ! t t r'x / IILI! 1�itlitr �. 14 1 l 1' `: .v'111k I1'�''!V �i ru'. h . r V ) �,�x j o r �I�ifi�i',1`•' 1� ,' jr�=— \ If ','�/'.j'1��.�,� r.� ��' !� ��I�� r'.,.�ri�',.,�(,/•.�'/.JyJ//. ��.r'.��.� �� �./. �� .�o.. ��,,;,,��.ttrl�' ,y°'���.-y� �/y..� 4/r/,� Ji/J/ r. I•.' i.li' rr1'II'%'�:�.y�.'��' It �:�. �. ��• � �� � �l. ! ./, .r .� �. �//;.,�JrJ/ //'r/r,,;��Ji � �r. _ �.'. ��' !� � ` I.� i II j�+`., �. ��: ��;j,.r,.-_�.�-.�-'_ .- / � \ . � I f •t' ; /' � /. I J r /` JAI �/ r ' / / r ' /l // �/ � �9� -� � r � I ! I i i �. �..-''":� •, � �•v` .. �-"'..`;'-+.' = t �a ✓ K !' / t ( //�./irl j//'$ _ `f I ff I' R.O.. r LL'ti 6� �q \ �O 'f / / l.r/lj 6��7. .�6i"!'j//,� � � �""'�. r ( i Jam., / 1 ��.`-�, ..• �� - _ /t 1, �y-• '-•'mss �/ /� / '�o � m. � I��y f .. %: /// /'. ,�..1.+;,-.." J. .' .- '-_r....' , �.' '� / \A t,y / / r . i `° ��cwo C'(/ . �' �. ,.i y� ./"�'' j �,, . / ./ •� r. 9� "-t-"' @�q3a - _ �,� 6J srR EXISTING STORM SEWER, TYP � s85rB e 8 �J \\ s� �� i /�_. �f '- EXISTING CONTOUR, TYP STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD SH�vC-�'•1,Q.1'j �R aB�•�"0M"�•�•� w�' I � 13Mv BY, cras nAT[� �e_�r_Bo,r ray.[cr xu+BBR MOSS RIDGE ROA�STOTA 125.5- 1ATER L.TI0N PREVENTION PLAN BB�p� ! y ETS n SHIF<EHA"cixeecina �a`6Bv'Nv1R`CNxB°. B. 1 9W 8B19D10• Fu dY18b1 lBEI fiffaa�ln af�c=M-- BATH as -n-2. JOHNSON COUNTY 1--- 1723271 STA. 725+25-129+50 C.1t PROJECT SITE / 1/I DISTURBED / AREA ,\ sl ` l\ DIRECTION OF DRAINAGE 12" COMPOST FILTER TUBE OR SILT FENCE SILT FENCE 6.6j EXISTING GRADE i\ Z�iii �+�,�� . •ice .,.1 �.l �� i� ,�' PROVIDE 12" COMPOST FILTER TUBE s�'Q Y \. OR SILT FENCE ALONG EDGE OF ^ ss I' r DISTURBED AREA. SEE DETAILS 1 ss2'` \ m AND 2 SHEET C.36, TYP. \ l h f PROVIDE SILT FENCE ALONG BANK OF DRAINAGE WAY. SEE DETAIL 1/C.36, TYP. I / I /i t I /1 'C CT u, In 1 i I I.1.i'I`.i,., •. \ \� '� \ �. hiki+Ff/( '/ /Ilijt$(t//��%� •. � ,�1� "' i 1 �'ri.���.1�\.< • \ \. I;I� I!Iq`�?��/ .'I. 1�1 ! t t r'x / IILI! 1�itlitr �. 14 1 l 1' `: .v'111k I1'�''!V �i ru'. h . r V ) �,�x j o r �I�ifi�i',1`•' 1� ,' jr�=— \ If ','�/'.j'1��.�,� r.� ��' !� ��I�� r'.,.�ri�',.,�(,/•.�'/.JyJ//. ��.r'.��.� �� �./. �� .�o.. ��,,;,,��.ttrl�' ,y°'���.-y� �/y..� 4/r/,� Ji/J/ r. I•.' i.li' rr1'II'%'�:�.y�.'��' It �:�. �. ��• � �� � �l. ! ./, .r .� �. �//;.,�JrJ/ //'r/r,,;��Ji � �r. _ �.'. ��' !� � ` I.� i II j�+`., �. ��: ��;j,.r,.-_�.�-.�-'_ .- / � \ . � I f •t' ; /' � /. I J r /` JAI �/ r ' / / r ' /l // �/ � �9� -� � r � I ! I i i �. �..-''":� •, � �•v` .. �-"'..`;'-+.' = t �a ✓ K !' / t ( //�./irl j//'$ _ `f I ff I' R.O.. r LL'ti 6� �q \ �O 'f / / l.r/lj 6��7. .�6i"!'j//,� � � �""'�. r ( i Jam., / 1 ��.`-�, ..• �� - _ /t 1, �y-• '-•'mss �/ /� / '�o � m. � I��y f .. %: /// /'. ,�..1.+;,-.." J. .' .- '-_r....' , �.' '� / \A t,y / / r . i `° ��cwo C'(/ . �' �. ,.i y� ./"�'' j �,, . / ./ •� r. 9� "-t-"' @�q3a - _ �,� 6J srR EXISTING STORM SEWER, TYP � s85rB e 8 �J \\ s� �� i /�_. �f '- EXISTING CONTOUR, TYP STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD SH�vC-�'•1,Q.1'j �R aB�•�"0M"�•�•� w�' I � 13Mv BY, cras nAT[� �e_�r_Bo,r ray.[cr xu+BBR MOSS RIDGE ROA�STOTA 125.5- 1ATER L.TI0N PREVENTION PLAN BB�p� ! y ETS n SHIF<EHA"cixeecina �a`6Bv'Nv1R`CNxB°. B. 1 9W 8B19D10• Fu dY18b1 lBEI fiffaa�ln af�c=M-- BATH as -n-2. JOHNSON COUNTY 1--- 1723271 STA. 725+25-129+50 C.1t ray= 1 N`\ 11,1V I Ji i PROVIDE SILT FENCE ALONG i \\ BANK OF DRAINAGE WAY. SEE DETAIL 1/C.36, TYP. LEGEND r. PROJECT SITE DISTURBED AREA DIRECTION OF DRAINAGE PROVIDE 12" COMPOST FILTER TUBE �I OR SILT FENCE ALONG EDGE OF sFl I I ° I DISTURBED AREA. SEE DETAILS 1 I I" AND 2 SHEET C,36, TYP. 1 _ _ r r . 12" COMPOST FILTER TUBE OR SILT FENCE SILT FENCE 6.0% EXISTING GRADE . i I/,/ �`'`•''-�- � \�\� y� .� i � • . y I I I LI ' �� f 1. 1 .� .r� � ; L � � . 671— L- - - - - ^7.cF . ' . ' . " . ' . ' . ' . '�y'`. ' . 1.t' 1 1 -'sem' -e .._ =cls-- _ \N i EXISTING STORM SEWER, TYP ~ EXISTING CONTOUR, TYP -- STORMWATER POLLUTION PREVENTION PLAN — PRE/DURING—CONSTRUCTION: MOSS RIDGE ROAD SItIIVC--11.!'.'TE-I?Y aaragaW waW a.orMOYqu ptnaiYtiyM yp{NplpYD". cell i nsnvwpr. ee p E %-17 pa pFO,E n eca MOSS RIDGE ROAD STORMWATERPOLLUTION PREVEN ON PLAN T ATT TLS ae.ewoitaevvixo MWAII aat L•C*mgpga, j 0096f5�p• Op1864pY1 gSp2p pr. can wrc. JOHNSON COUNTY 112327-1 as-m-MI4 e.1 accrs STA: 129+5�-133+50 C.12 LEGEND PROJECT SITE 12" COMPOST FILTER - _ TUBE OR SILT FENCE 6.0% EXISTING GRADE \ ~ \ \ v DISTURBED AREA EXISTING IMPACTED � DIRECTION OF — lr- DRAINAGE _ WETLAND ti \ 1\ •vvwvvvv v%,- SILT FENCE r �I \ \� EXISTING CONTOUR, TYP �.. N r PROVIDE 12" COMPOST FILTER \ TUBE OR SILT FENCE ALONG EDGE OF DISTURBED AREA. SEE lxk. DETAILS 1 AND 2 SHEET C.36, TYP.\-�_ _� \✓ 7► HYDRIC SOIL STOCKPILE: CONTRACTOR TO STOCKPILE HYDRIC SOIL AT A LOCATION WEST OF THE MOSS RIDGE ROAD PAVING LIMITS AS DIRECTED BY THE ENGINEER AND OWNER'S REPRESENTATIVE. SILT FENCE TO BE INSTALLED ALONG PERIMETER OF STOCKPILE (REFER TO DETAIL 1/C.36). STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD SE'IIVCt?'I.11�1'�Z'kt'Y' aa4r tmg2t u•pw av,u•ow Am114w I &"+kft ft 2881 taepw urtA,. aY. tr.s 8 DRAVN DTA CN8 DATE, 06112014 1 JOHNSON COUNTY ARCM:iECi•Jii•ENE.NEE[illf 2k��, tl.•NODIIi>P442-• � 6W8845010•FU QBi 86MW21 GECHED BY, CZl DATE, M-11-2014 PROVIDE SILT FENCE ALONG BANK OF DRAINAGE WAY. SEE DETAIL 1/C.36, TYP. . • : k. : • . SMS',. ~`�; 1 l �rf rr �. X114'' Ak xuxDER I MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN 112327-i STAT 133+50- 137+50 0 LEGEND %.��Jl,. �. i . cl,. .........�.. f; �/................ . 1 1 t L s8 �1✓ I /.. {..��..... '{il1......../'. 4 ..- ............. ./.......... . PROJECT SITE 12" COMPOST FILTER ! r 1 /� I/� / l i EXISTING SOIL y /..ti ice, !✓ ..rj... I/.. !i. i 1 /... -Y..... . DTUBE OR SILT FENCE ' r i �l j jj. J STOCKPILE Y: : :. . . . . DISTURBED �,-. ./ .1.1 !J . !. /. . AREA nnnruwv� SILT FENCE i ! _ -;- . 1 _ _ say. � � . • . . �® 6.0% EXISTING GRADE /. ,�. /. / . 1 — — / r. . / . .I xuEdltxT EXISTING / ./. .j / % i--.-.-`✓ f . . . . . . . . . . . . . . . . . . ...%. . IMPACTED DIRECTION OF / ✓ . . i . I� . j . / . X . ./. .� r . . . . . . . . %. .. / . . WETLAND y ./. . / J . / . . /. ! ` ./. X19' . .I - ........ 6w. . DRAINAGE / . f /. / /. f . . . + . . . . . . . . . . . f ......... 1 .. ... ... ..� .... ... 1 alb �\ ��\ lam-=- o _ -`r `-�,``�`-=r'•Z` � � ! i �. � .�.-.- �._1 . � . .. / . . � . � . . � . � . ' :I . .. � .. .. � . . • . �.-,�=.... / ...... 1. ....... .. . ................. !.... , ...../ ............ \` AVID . . . . . . // .�� PRO E 12" COMPOST n / . /. . . . . . ;. ` . . y /tf��l.� . . . . . FILTER TUBE OR SILT FENCE .. _ . ... .� . . . . . . . . / , . . . . . . . . PROVIDE NEW SILT ///f ' ALONG EDGE OF DISTURBED �m i' FENCE ALONG \l. ((/ f ` . e AREA. SEE DETAILS 1 AND 2 t f BANKS OF IIID .SHEET C.36, TYP. 1 . I /. DRAINAGE WAY AS ��\\ \�`Z . . . . . I . . ,. i I . . . . . . . .f. . . . . . . . . . . . . . . . . .. . NEEDED TO r �` � �?. .. �. `. . . . 1. . 1 . . . . . . . . �j ....... . PROTECT STREAM. . . . . . . . . �. j. l .'f. J. �. . WHEN EXISTING i . . " .: . I. . i �/. FENCES ARE . . . . . / L3 REMOVED. SEE >" mil i .... ... 1.' ....... /..... DETAIL 1/C.36, TYP. . . . . . / n . y z. f J. i.... I 1..... .. f ... .. E .. r . T.I-__.\_._ .... 1 .."..... (..... ....... EXISTING CONTOUR, TYP. . . . . . . . �y . . . . . . . ` Zj, / 1 f EXISTING SILT FENCE - CONTRACTOR TO 1 . • • • 1 • • . . . . . . 1 !/ '! MAINTAIN OR REMOVE AND REPLACE AS 1' • • . . . . . . . . . . . . /� . _ �v ✓� . \ /! .". NEEDED TO PROTECT STREAMIf a ,. �� _ �\ . j 1. E . .. i/�.. ,� .� . � j. �\ . STRIP, SALVAGE AND STOCKPILE .. ` t `4 7� F./f.�. / / j • / /'f/! � / /.' 7 s TOP 6" OF WETLAND HYDRIC SOIL �. .} /./ / /.. . . . . " . �. . . / ll�, AT WEST END OF PROPERTY ` '1 U. . 1. . . . _ j \ /. ./ ,I. ;(rciru ...............I.... j / �.�.�..�.�.•.�...' j,/',, Vit` � .,, . '� . �!\ � �\........:.......i.... i ... , ....,,.... _ ..,I.....t.. f ....�..i.. '`'.. i' .� ../.j. . >ti 177. - (. l.� STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD SF'IIVCF'ILb.TI_EBRY a.o. IN aowwntft 1l84N�W urM.M Cw%b.+ a m^vn en CMe M`TE' O6 -n -2Y11 amaECT xtweEx MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN 3KET tutu •.cnirec Tu ce.exerrveeerne M*AL` OmL`Q�YhL kW a64sOp•Efx Wq 851aYE1 JOHNSON COUNTY 112327.1 7 s - Ts acaFnen cern P4TE. m-tv-mu STA 137-W-142.00 C.14 '.. LEGEND �� PROVIDE 12" COMPOST FILTER TUBE 1, / OR SILT FENCE ALONG EDGE OF PROJECT SITE STABILIZED /' DISTURBED AREA. SEE DETAILS 1 !r / CONSTRUCTIONEXISTING j AND 2 SHEET C.36, TYP. O DISTURBED- ENTRANCE CONTOUR, TYP AREA _ _ DIRECTION OF �,,t�tis�e*.riv`w �,v,•„�.�7.,•�'� . '�' /waseIe w�* 12" COMPOST FILTER DRAINAGE TUBE OR SILT FENCE�� . . . . . . . . . . . . . . . . . mow` s.o%` EXISTING GRADEa,,; ,_,�..-- •► - . . • . • • . . • ........ - J", ... . . . . . . . . . . . . . . . t I / ow _ r 1 .. _ .........; • '�. . ' . . . . . . . EXISTING SOIL STOCKPILE . . . . . . . ' °� '. .! . . . . . . .� //✓' . _ . . . .. _ . / .l f I . �. `t \..t:. 683. �. �. ll' L. r 1 t ! r _ .....°�j / 7— � F // . . . . . . . . . . . / /7 .. �. . "685 I / / .. . + .� / " �/ . . . . . . . . . . . . . . i�,���/ ✓. / /. /. . . .... . . . r . . . . �. . . . . . . . .. �, . . j.......r.. /. .... .. �. / . . �., . PROVIDE 25' x 50' MINIMUM . . / . . . . . . . . . . !�.' .' .' . '� STABILIZED CONSTRUCTION : �.� !•, 1 1. .. .. .. , E ENTRANCE. DRESS WITH /. //. �. - -//�� %.1. N > . I NEW STONE AS REQUIRED TO / / t r PREVENT TRACKING ONTO j t 1 J / / '�`�� / .�. "`'--��-.. ...'_........ .'. .• ' j HIGHWAY 1. IF MODIFIED OR . . .. . . . . . - ) REPAIRED SEE DETAIL 21C 37 / �� f / 1 / -rte . r. . . ' h` -..�........ �' �!.. {. t .. �.. /.'. ... f / STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: MOSS RIDGE ROAD 4£ET TDTa Caav FYplex. w•aw ay.w •Or tTODrw 9V.e1WMry.b T884 Na9Yab PM.bw tt%bw 641a6 a!^vx av cmE OaiE� pEyT_ a j naDEECr xuxaEx MOSS RIDGE ROAD STORMWATER POLLUTION PREV`cNTIGN PIAN m y¢Ta SI—II�%CH71Yj'.1•�{'L�•L cw�y� --- JOHNSON COUNTY 1123271 :.sex,.E<Tuae. exa x ,xe I Cx Ce na' CEin DaTE, a 17n 9lT STA 139-50-141,00 C.15 M m EXISTING CONTOUR, TYP EXISTING STORM SEWER AND INTAKE PROVIDE 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF DISTURBED AREA. SEE DETAILS 1 AND 2 SHEET C.36. TYP. r i \ l T \ l PROVIDE SILT FENCE ALONG BANK OF DRAINAGE WAY. SEE DETAIL 1/C.36, TYP- EX ISTING YP.EXISTING BOX CULVERT n77— c — F _w f r /o�=�� r � L =..-686_ ._._ _ i e _ _ _ — _ — _ �. � — _ _ _ �� ' ♦ �.f _ s —..- - — i -"'c --. . l—/*�:Fs'� — '-,� _ -- FO — � -'-687-- —� rt REGULAR CLEANUP OF DIRT AND DEBRIS IS REQUIRED. CONTRACTOR SHALL USE ALL o ' METHODS NECESSARY TO PREVENT TRACKING ONTO HIGHWAY 1. 83+00 I- --� — J- T �P P � iy I - f / HIGHWAY 1 1 � O � bb+00 O li I T Jl ld STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 n.7 - 87+00 x`xy. ' -b E..i y m o z PROJECT SITE DISTURBED AREA 12" COMPOST FILTER TUBE OR SILT FENCE 6.0%.- EXISTING GRADE �rv+v+nnM SILT FENCE DIRECTION OF DRAINAGE SHIVC�!PTl'L �?y G16 fl406N bwCBYNeOrEb�r4U BMAYYry.m 889 wft. MpwCAµbw6ffi6 mnmen cNe WE, 06H]-Nf amre xmEx SEEP ♦een,reec ee luese,r.c Mo8M 8.•BIoaH,yu18•�p8yp 8. 006861-0Qp�Fu 0118861-eYYI JOHNSON COUNTY 118327,1 HIGHWAY I STORMWATER POLLUTION PREVENTION PLAN S�ETy EtcEl® er. ceu mi& 66 -n -86u---- STA- 83+00 - 87 80 C 16 >1 / 663 _ A i aux PROVIDE SILT FENCE ALONG s ✓ , 1<\ . . i i) IIIii BANK OF DRAINAGE WAY. t\ ' p X. \' . . li�l •+• • I! SEE DETAIL 1/C.36, TYP, tj � . ° . i C4 / . . . . . . . . 696, ` �pii ,1tl PROVIDE 12" COMPOST FILTER i ;� / o / ` {, / TUBE OR SILT FENCE ALONG EDGE ' o OF DISTURBED AREA. SEE DETAILS % .� ox - CONTRACTOR / yl�,i / I ` . � . \ . p /. j. � STAGING AREA i 1 AND 2 SHEET C.36, TYP. ! % /. . /) \ ✓ i /. OT . . . /'. PROVIDE 25'X50' MINIMUM . . . . I ' STABILIZED CONSTRUCTION J/ f i. i ✓'L . . ENTRANCE. DRESS WITH _ NO CONSTRUCTION L NEW • \' ' STAGING/LAYDOWN ON / STONE AS REQUIRED TO i I LIFT STATION PAVEMENTPREVENT TRACKING ONTO . . • i �. f % / . // HIGHWAY I. IF MODIFIED OR SPILL KIT, PORTABLE RESTROOM _ -t•_� _ --> - - .� . ✓ - I f' _SEE REPAIRED, S DETA IL. 2i 37. FACILITIES AN WASHOUT TO BE LOCATED WITHIN . . •CF CONTRACTOR STAGING AREA. \� FC ' T �•--RELOCATE AS REQUIRED FOR 0� - CONSTRUCTION, TYP _ Q � y J 7 . — . f,OF-- - EXISTING CONTOUR, TYP�_._�_-� _ =-aOF DIRT AND DEBRIS IS y 02+00 '-EXISTING STORM+���—TCTOR SHALL USE ALLiCULVERT- __ HIGHWAY 1RY TO PREVENT HWAY 1. i WAY - - - - ---- _ - cam.. --- -- - LIJ 48TdRMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 =-) L = PfR)JECT SITE STABILIZED CONTRACTOR STAGING AREA FOR CONCRETE, PAINT AND GROUT • -.� CONSTRUCTION SPILL KIT TO BE PORTABLE RESTROOM FACILITIES, WASHOUT AREA. PROTECT WITH INSTALLED AND RELOCATED AS TEMPORARY FUEL TANKS, WASTE (2) 18" STACKED COMPOST OENTRANCE DISTURBED AREA J� SILT FENCE Q CONTAINERS AND OTHER HAZARDOUS Ci FILTER TUBES. CONTRACTOR REQUIRED FOR CHEMICALS. PROTECT WITH (1) 12" TO HAUL OFF WASTE MATERIAL. - - - - - - 12" COMPOST FILTER 6.0%- EXISTING GRADE CONSTRUCTION COMPOST FILTER TUBE. RELOCATE AS RELOCATE AS REQUIRED FOR TUBE OR SILT FENCE REQUIRED FOR CONSTRUCTION. CONSTRUCTION. -�-- DIRECTION OF DRAINAGE SI""IIVCI'1.1+, T`.�. L.}R� �� V` b"° �`•a° N '�'�*�,•�° 'IOAO �'b"° * ?A"pr-. cme �uea¢u Dn1E� pb_p_zpy �. orta.[tt raaneEa � JOHNSON COUNTY - 112327-1 s� T rural HIGHWAVi STORMWATEft POLLUTION PREVENTION PIAN ( *¢ se�Ets STA:87-50-61.50 C.17 T - .,,v MOM�.�` ilm L•Gio.p,L `` `�' �'� an cew ua,c� aa> -ems n '/ ,,•, — _..-- —'—. — —687-- _.._ l' \ ' \ - .�" ..;.• - \ \ PROVIDE 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF a „ DISTURBED AREA. SEE DETAILS 1 AND 2 SHEET C.36, TYP, sxcm s PROVIDE 25'X50' MINIMUM \' STABILIZED CONSTRUCTION \' ' , \ \ ` r ✓�'-- ' t '� .� �....:�� .. ENTRANCE. DRESS WITH NEW /. \ . \ \ %. STONE AS REQUIRED TO PREVENT TRACKING ONTO HIGHWAY 1. IF MODIFIED OR Fo \ F sT REPAIRED, SEE DETAIL 2/C.37. FO ip - EXISTING STORM CULVERT, TYP ' "OsLl - EXISTING CONTOUR, TYP r ---HIGHWAVT - \, REGULAR CLEANUP OF DIRT AND DEBRIS IS _ — — REQUIRED. CONTRACTOR SHALL USE ALL - - — — — — — — — --- — — — — METHODS NECESSARY TO PREVENT TRACKING ONTO HIGHWAY 1. T -- -- _ - - - - r- - ----- -- -^ - - ---- ----- -- -_ - - -- --- - Trtv -=---_ _ - ----- - -- PROVIDE SILT FENCE DI WITHIN DRAINAGE WAY DETAILS 1/C.36 AND 3/C STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 PROJECT SITE 12" COMPOST FILTER s _ _ — — _ TUBE OR SILT FENCE STABILIZED 6.0% EXISTING GRADE C� DISTURBED CONSTRUCTION s AREA t ENTRANCE — DIRECTION OF J PROVIDE SILT FENCE DI WITHIN DRAINAGE WAY DETAILS 1/C.36 AND 3/C STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 PROJECT SITE 12" COMPOST FILTER _ _ — — _ TUBE OR SILT FENCE STABILIZED 6.0% EXISTING GRADE C� DISTURBED CONSTRUCTION AREA ENTRANCE — DIRECTION OF SILT FENCE DRAINAGE SHIVC-FV-G "r= R�! GarR.oVAM•gapy,N•DrMOYNN a/NY4.R eaEnuaaM�GMb�Abwa616 aWYNBn aae nprc aFl]2rA JOHNSON COUNTY PRa£LrwweEx HIGHWAY iSTORMWATERPOLLUTIONPREVENTION PLAN POLLUTION SECT ioi br[s A v c x �T E cru RE*E NO 1 N EEx 1 Nn MaA, L` BbMOOM L` Qft�, L am 994.9a16•Fu bq 8a4 -0!I r1EfxEa en cErn inn a5-Er_=4 112327-1 STA 91,50-95,50 G.18 i TI -'-' PROVIDE SILT FENCE DITCH CHECK } 1 WITHIN DRAINAGE WAY. SEE \ DETAILS 1/C.36AND 3/C.37, TYP. I , I } '.'II'Jtr'•t � , 1 PROVIDE OR � — •' — � II !I 1 I��',k �_, SILT FENCEOALONG EDGE OFUB�� DISTURBED AREA. SEE DETAILS 1 ••�„� - AND SHEETC III. FO 4 - �' .1 '� '.....FJ....-. ' —i• T 17% F 6g0 -T - V r, - - \• 1 - - - - HiG+NAY 4 - - s a — — — ���Z-1.7-..7. — }, i �' — �.�— .-,—, s_ 3 �— _ a-- t _ • _—__. L _ —. Lli EXISTING CONTOUR, TYP - — -- -- - _ — EXISTING STORM CULVERT, TYP TFs �>r ` tTORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 LEGEND PROJECT SITE ...... 12" COMPOST FILTER 6.06.0°I° EXISTING GRADE TUBE OR SILT FENCE DISTURBED Jv. DIRECTION OF AREA SILT FENCE DRAINAGE 5I IIVG- l�;'ryTK/ as wnea M. a. C2r.w.o.. Mo1r�N BGeA eul .Yn sear MEPYG �IEWy.b+ba218 ORAVN BY cw° DATE °y,>-pm '.. JOHNSON COUNTY epo zcT meE HIGHWAY STORMWTX95POLL - 99150 PREVENTION PIAN NfT 19 S ETS I— 172327-" STA: 95+'50-99+50 C.19 ,e<roce==.uo,ueeuuo tY►Ml`9bmM1abl <`CNrpgL owsow wo • Fu 18mi 961-0i21 n¢a¢u Br. cpm DATE M-n-2014 PROVIDE 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF DISTURBED AREA. SEE DETAILS I AND 2 SHEET C.36, TYP. U'i I f EXISTING STORM CULVERT, TYPI i EXISTING CONTOUR, TYP A v� It. / ). FO— — — — FO--Fll — — — — — — — — — — — — — E--:::::::Fo --C _QE Q FO 0 G —T — — — — — T— —T— — — —T— — — - — — —T— —T—T J -7 — - — — - — — — — — — — — — — — — — -- — — — --— — — — — — — — — — — ---------------------------------- -------------- REGULAR CLEANUP OF DIRT AND DEBRIS IS REQUIRED. CONTRACTOR SHALL USE ALL HIGHWAY 1 METHODS NECESSARY TO PREVENT TRACKING ONTO HIGHWAY 1. — — — — — --- — — — ---_zm - if 4. + T c. El PROVIDE SILT FENCE DITCH CHECK WITHIN DRAINAGE WAY. SEE DETAILS 1/C.36 AND 3/C.37, TYP. STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 LEGEND PROJECT SITE 12"_'lqpP TFIMR TU:BF'0R SIT FENCE DISTURBED AREA -vvvvvvvvvu- 0(jrPENCE DIRECTION OFI —6.0% EXISTING)GRADE DRAINAGE SHI\fl-"V*:T7l'E!W rApkk A, CRY. K - M A IildftL,9bm*UML,Chb�L WO.HUMft ftl GM bwCb MII$ 13� RATE. co � � �ow CHECKED MM %'17�14 JOHNSON COUNTY 112327-1 HIGHWAY I STORMWATER POLLI_H'ION PREVENTION PLAN STA 39+$0-103+5p C.20 C- L� 9�,�-cl�' �.6F0 \4 his v ➢� B RET n_ i ---- � I ,E —CE OE \ GE ---0E — _, � E — - ---------- — -- — _ _ -- -- -- -- — — EXISTING STORM a ' ' REGULAR CLEANUP OF DIRT AND DEBRIS IS E DITCH CHECK ;I n s . — PROVIDE SILT FENCE CULVERT, TYP k 8 " 'Fag WITHIN DRAINAGE WAY. SEE REQUIRED. CONTRACTOR SHALL USE ALL _ _ _ _ — - - - —EXISTINGCONTOUR, TYP — i., I, - DETAILS 1/C.36 AND 3/C.37, TYP. METHODS NECESSARY TO PREVENT TRACKING ONTO HIGHWAY 1. u iG �..._. _ �sdG�Or _....684-= - - - - __ --._ -' - -•-- .__ - ._. - __ __ __ -� __ - _..._ ..._. - - ..- -- --- - e.,�.%. ...- .�rcA .x•'682- �. -'-- - � 7— - ----'_-.--._- -" — _ T-_ i -T— b'1? v9f. s. "C" STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING-CONSTRUCTION: HIGHWAY 1 LEGEND PROJECT SITE 6.0%- EXISTING GRADE ' .R id. � ���, DISTURBED D AREA DIRECTION OF DRAINAGE - w vvvvvvvvSILT FENCE LL _r CD iV iv ✓ Y� ME nMC •'.a,aN M aN HdI, 'M0. 2G81 NMipY1.1N�.bM �'. bie �PA6 �BcMB OATH Ey-lJ-201K NtOAti HUMBEP P'1 JOHNSON COUNTY 112327.1 �-p,%A, �.96I�I � POLLUTION PREVENTION PIAN STA: 10$+50-107-54 STA ! N➢. C.Zt NE ♦e[xli•ciu ¢e •[x G!N[[cING �YY'G. Ga' h101a�L, �'L 961+9010�FfM CHECKED CEM p9iE, p6-1�, u. \ \\\ \\\ \ INSTALL EROSION CONTROL BLANKET IN ALL_LEGEND ` PROPOSED REVETMENT \ \ \ I GRASSED AREAS GREATER THAN 10% SLOPE. �� \\\lw l J I')J J ; INSTALL NORTH AMERICAN GREEN DOUBLE — PROJECT SITE12" COMPOST FILTER TYPE 1 INTAKE PROTECTION BAG OR NET EROSION CONTROL BLANKET, MODEL _ TUBE OR SILT FENCE D SEED MIX _ FILTER SACK TO REMAIN UNTIL D SC150BN, OR APPROVED EQUAL. EROSION _6; CONTROL BLANKET TO BE INSTALLED D EROSION CONTROL INTAKE PROTECTION PROPOSED THE SITE HAS BEEN STABILIZED \ 1 IMMEDIATELY AFTER COMPLETION OF FINAL 7 _ _ _ _ BLANKET BAG OR FILTER SACK PAVEMENT AND APPROVED BY THE OWNER'S REPRESENTATIVE, TYP / GRADING AND HYDROSEEDING, TYP - DIRECTION OF .......... CURB INLET FILTER 6.0% PROPOSED J x � DRAINAGE GRADE \ STORMWATER EO7i, 12" COMPOST FILTER TUBE OR SILT FENCE DISCHARGE POINT ALONG EDGE OF DISTURBED AREA TO REMAIN _ , UNTIL THE SITE HAS BEEN STABILIZED AND C, OE APPROVED BY THE OWNER'S REPRESENTATIVE. :m.01:10ir <` - PROVIDE ADDITIONAL CONTROLS TO HILLSIDE +`v +`•`•`•°+.s.````°r v ♦ r p TO HELP MINIMIZE SEDIMENT TRANSPORT. SEE teERAI— « DETAIL 11C.36, TYP -� ` . r r as . a ♦ry a PROPOSED CONTOUR,. ��-'_,^ a « r° :. ♦ < -,, ,-= ':'., i• ` "< �.= • a s � ..,�_�_,r�.=...�&.`''-- - `-= a :` .� PROVIDE CURB NLET FILTER 1 - FOR ALL PROPOSED OPENNZ REFER TO SHEET C 35` 4 1 `Ire t t ` «'` r lI THROAT CURB INTAKES. ti .� ee�Hl ^` FOR SURFACE �� 7 G` c •t INLET PROTECTION TO REMAIN UNTIL THE SITE HAS ,• : RESTORATION NOTES 4' 1a L BEEN STABILIZED AND q K. \ '''G�Oo APPROVED BY THE OWNER'S 't REPRESENTATIVE. SEE '. .\' ., '� '�`; DETAIL 1(C.37, TYP. ,. m �r . „�T,r ♦ + t rt` a, �` ,;�., ♦, :y` 5♦ C .ter « . . " PROPOSED STORM �• t t SEWER AND INTAKE, TYPNil` \ y -------------- 121+00 122+00 \ \ \ \ 1.8% 123+ 0\ \ \ \ \ 12 \ \ \ `\ 12 +bA `4 t � \ \i\ i \ \ \j \ \ \ \ \ Rj nl. a rrr. • , •'. ' `. `\a\ \ ♦ r r r r a ♦ ♦ ♦ r « r . ♦ . a w . ♦ r a' \♦ 6 A_.� s a—._ 'a— +. -�-. �., ,s � a � a +� — —=._--.-.-6a "-.692-- — ----- -- \+\•\ \- ♦' — 3'\ r _♦ 6 s _ 7` v-": "'--«=-. �` . . . . Mill, � ` ` s • a\a - . t .I♦ . . ?U' . - � r � E9` ♦ -.� r .--«.= ._ b . , a ♦ a . a a v • .bv • r • ♦ a r•r-` « a Tr"�- ..—_y� — -r- •-- �'-s--- ` — •` - — -`�(y' � ...-.6` 6r ` er„= �'�.. d a a -. `� w I 1`cAc.o�i it pi. iJ . Y a }a .`� .. ♦rrr . ♦ . z._.�-�.,�.`.`r..'.'.'.•�.'♦'a'a`a'r`r'.. PROVIDE INTAKE PROTECTION BAG OR FILTER SACK PROPOSED SIDEWALK FOR ALL PROPOSED AREA INTAKES. INLET PROTECTION.�`• < AND ROADWAY, TYP TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND - �. EXISTING CONTOUR, TYP APPROVED BY THE OWNER'S REPRESENTATIVE. RIMk693.48 EXISTING STORM SEWER STORMWATER POLLUTION PREVENTION PLAN — POST—CONSTRUCTION: MOSS RIDGE ROAD AND INTAKE, TYP �i dar vele. w•aw Cp, uE.Ow WIwN SIHIVC- 1OIT1E- &MliEbry in 2HH{xpllp.M NM, bvw Cq, Mw bB&6 nrt^v. er, cBe mrevm.gcr JOHNSON COUNTY EYJ4BER 2327.1 MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN seer mu N° s O'ECNED BY•cE m1E� 06-11•£OU ANCX I i Ell URE*ENGIN![IING �<< �w ���� $Tti 121+00-12$+2$ (m 12" COMPOST FILTER TUBE LEGEND - OR SILT FENCE ALONG EDGE OF DISTURBED AREA PROJECT SITE _ _ _ 12" COMPOST FILTER ` T i TO REMAIN UNTIL THE SITE .. .. TUBE OR SILT FENCE (ri +� i• ' HAS BEEN STABILIZED AND EROSION APPROVED BY THE CONTROL , , , , INTAKE PROTECTION REFER TO SHEET C.35 OWNER'S BLANKET BAG OR FILTER SACK t f / { ` FOR SURFACE ; ` x\ REPRESENTATIVE. .......... CURB INLET FILTER _ 1 ;'1F `PROVIDE ADDITIONAL D TYPE 1 RESTORATION NOTES `. ' 'J`- CONTROLS TO HILLSIDE TO SEED MIX s.o�° PROPOSED GRADE ! -� x` 1• , i, ; , r `. `. • �, • ',$', • k�-;;.\ S:7'. 4,; HELP MINIMIZE SEDIMENT PROPOSED a �t TRANSPORT. SEE DETAIL _ — — — — _ JLC DIRECTION OF �. t ', • ` \' ' c ll • $ t a 1/C.36, TYP PAVEMENT DRAINAGE -- _ '-i I •. -=`e• •.4•.. ••'= t + 1'k` ` ie';• rl •'ty� 1co cO �^�o-f / b J/il / `.• i _ '•i -j, .��ti�' "`•--y,�C'!• ` ��' r rif f 'C3, / \" '�' / V" I YKUYUZ�tU KtVt I MCN 1, 1 Y F 1 - PROVIDE CURB INLET FILTER FOR I y�jh!y y 1 Jii t ' yt fj- , ,� �• 'tom a ' r , s �i�� ( r 1� ALL PROPOSED OPEN THROAT i �� 'CURB INTAKES. INLET PROTECTION TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED ANDAPPROVED ` 12 sr f t.. q •," • . m y�od 1 j�`'`l� Iti ' + •r^, �` / BY THE OWNER'S REPRESENTATIVE. t-oi - SEE DETAIL 1/C.37, TYP. I : r. !!r-.�68� �•�. 1P i 1 t 1 �, .� .>� • '� j !". •�.,^,i 1 .,'. . � ' '• 1 I / ,,"`.�:.r1• ' i � //f f / ` /1 ! ( -f---- - I- - - j—I- I i � � ' I / aaa � r , , '''•-''' # .\ � •f .f' •�•, •i' �'� � � 1 � oaa9 1 i l � I y l t t '� l ` � ;�_ ,7,, --, � EXISTING STORM /✓ ; - / /' 1f� �> 6f "%T l _ / I - " camas _ — .• ' SEWER, TYP 0�.. • rs �9ry // ( !•-`f „/' �� -�!/ 6�Q, !, �_��ge 7r r _ fir`` . �:�` �� / ��� f`�' i `-!f 1 � -!� y:. •-� r � p�,�� `�/• -> ,.•- , .•i I • , �•' f �: ' � � � ��'�� � -. "ick' � . PROPOSED OP®SED SRM % \ .� . •a °� aD• J ; y' / �.>' `•j j / ! y �, : ..r.e J CONTOUR, TYP SEWE'f2`AN�JNT TYP \ f, ca�J /r R '/•' ; ''' 20 `, G INSTALL EROSION CONTROL BLANKET IN ALL GRASSED PROVIDE INTAKE PROTECTION BAG OR y� ' i T �^ -' �. AREAS GREATER THAN 10% SLOPE. INSTALL NORTH - FILTER SACIR'FOR ALL PROPOSED AREA :T^PROPOSED SIDEWALK^AMERICAN GREEN DOUBLE NET EROSION CONTROL AND ROADWAY, TYP INTAKES. INLET PROTECTION TO REMAIN - — — t BLANKET, MODEL SC15013N, OR APPROVED EQUAL. EROSION e UNTIL THE SITE HAS BEEN STABILIZED o= ± CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER —ice l / sE AND APPROVED BY THE OWNER'S ` _ - __ _ - .- : - -- i - COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP e 5 EXISTING CONTOUR, TYP REPRESENTATIVE, TYP.� STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD sEI>vc�€aTi €�v derhpk�N•IMdr.N•d.wiwN ( en.rnry,m mei..eereww,r.dKa.mae BRA" wx DATE, 05-17-xeu xmscrNto[n MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN j sMTAAL ♦ecxi�e<Tuee.exeineeaine RAANI BM'NYI cxECKEn an cen ANTE. M -17 -mi. JOHNSON COUNTY 912327-1 M*AL•Bbok ^t'ChkmPL owl' STA: 125+25-729+50 C.Z3 j a ExISNG STORM SIEWER =H3� _\(�REFER �\ 1 —(� If'FOR SRESTO12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF DISTURBED tAREA TO REMAIN UNTIL THE SITE HAS PROPOSED J Y BEEN STABILIZED AND APPROVED BY yi REVETMENT, TYP l THE OWNER'S REPRESENTATIVE. ll' `// �_; " ,PROVIDE ADDITIONAL CONTROLS TO - ` STORMWATER -1 -� HILLSIDE TO HELP MINIMIZE SEDIMENT DISCHARGE POINT, TYP TRANSPORT. SEE DETAIL 1/C.36, TYP Vt LEGEND PROJECT SITE DEROSION CONTROL BLANKET 12" COMPOST FILTER TUBE OR SILT FENCE PROPOSED PAVEMENT .......... D ... CURB INLET FILTER TYPE 1 ............... GEORIDGE SEED MIX DITCH CHECK INTAKE s.0% PROPOSED GRADE • e r PROTECTION BAG n ��� OR FILTER SACK — lf' DIRECTION OF DRAINAGE PROVIDE GEORIDGE DITCH CHECKS, OR APPROVED EQUAL, —� IN SWALE. GEORIDGE DITCH CHECKS SHALL NOT BE SPACED / MORE THAN 75 FEET APART. SEE DETAIL 41C.37, TYP. I - -- _ d . 2 e 0 a •-_ � / 24.E �_ __ __ _ _ .^. ,, c PROVIDE INTAKE PROTECTION BAG OR FILTER SACK 1-07 FOR NEW INTAKES. THIS CONTROL TO REMAIN UNTIL \ PROVIDE CURB INLET FILTER FOR ALL PROPOSED '6a6. / THE SITE HAS BEEN STABILIZED AND APPROVED BY /, 1 0 r ^ ^ ^ r THE OWNER'S REPRESENTATIVE, TYP 132+00 133+00 / INSTALL EROSION CONTROL BLANKET IN ALL GRASSED — —{; ` — �y — — �— R ¢ APPROVED BY THE OWNER'S REPRESENTATIVE. SEE — — — —�—` u —+— 6$ a `� AREAS GREATER THAN 1010 SLOPE. INSTALL NORTH PROPOSED STORM �� ( — — — — — -- — DETAIL 1/C.37, TYP. — AMERICAN GREEN DOUBLE NET EROSION CONTROL SEWER AND INTAKE TYP — BLANKET, MODEL SC150BN, OR APPROVED EQUAL. EROSION — CONT OL DI ANKET TO BE INSTALLED IMMEDIATELY AFTER I -- -- COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP _ — L — — — — — -- 7 - -- _ 0 a -- -- COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP _ — L — — — — — -- 7 ZVI PROPOSED CONTOUR, TYP = EXISTING CONTOUR, TYP PROPOSED SIDEWALK AND ROADWAY, TYP SHIVC—W€AT�'LF.Y �'.k. ".olOk M'Io..Clb'•w' O w K •�6 �" °if^•1e*��'•10"� III" cme W1E� W -v- m am.�ccr nt"asR MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN UT pis naexireeruae.ene�nee.ino �•L' L,0k^•�• 'ti" acekfn nn cr" nn,c•a-n-aae JOHNSON COUNTY i1232T-7 STA: 129+5 -133+50 GIL - -- _ •-_ � / 24.E �_ __ __ _ _ .^. ,, c PROVIDE INTAKE PROTECTION BAG OR FILTER SACK = -- FOR NEW INTAKES. THIS CONTROL TO REMAIN UNTIL \ PROVIDE CURB INLET FILTER FOR ALL PROPOSED '6a6. / THE SITE HAS BEEN STABILIZED AND APPROVED BY r OPEN THROAT CURB INTAKES. INLET PROTECTION TO r THE OWNER'S REPRESENTATIVE, TYP REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND — — — — -- APPROVED BY THE OWNER'S REPRESENTATIVE. SEE --- /-------------=— — — — — — — ------� � e�5 �i'�------ — — — — — -- — DETAIL 1/C.37, TYP. 1 STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD ZVI PROPOSED CONTOUR, TYP = EXISTING CONTOUR, TYP PROPOSED SIDEWALK AND ROADWAY, TYP SHIVC—W€AT�'LF.Y �'.k. ".olOk M'Io..Clb'•w' O w K •�6 �" °if^•1e*��'•10"� III" cme W1E� W -v- m am.�ccr nt"asR MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN UT pis naexireeruae.ene�nee.ino �•L' L,0k^•�• 'ti" acekfn nn cr" nn,c•a-n-aae JOHNSON COUNTY i1232T-7 STA: 129+5 -133+50 GIL h\ i 12" COMPOST FILTER TUBE OR SILT REFER TO SHEET C.35 FENCE ALONG EDGE OF DISTURBED FOR SURFACE AREA TO REMAIN UNTIL THE SITE HAS RESTORATION NOTES BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. PROVIDE ADDITIONAL CONTROLS TO HILLSIDE TO HELP MINIMIZE SEDIMENT - — — — - - �. TRANSPORT. SEE DETAIL 1/C.36, TYP 00 r t Yi !q �• W`�,1� ` r• � � � pr, wn 137+00 / A-' i 688 133+00 /'6 x�n.,-nn / % / 5+00 .� V ' l ( •/••� ' PROVIDE GEORIDGE DITCH CHECKS, OR APPROVED EQUAL, -- -- - IN SWALE. GEORIDGE DITCH CHECKS SHALL NOT BE SPACEDla \ =�: MORE THAN 75 FEET APART. SEE DETAIL 4/C.37, TYP. 8 ` r -`, k ',:rte w:.•` :mow; . i — — : • PROPOSED CONTOUR, TYP ' EROSION CONTROL BLANKET IN ALL GRASSED AREAS GREATER THAN 10% SLOPE. INSTALL NORTH AMERICAN GREEN DOUBLE / "�' - �.. _ ::: •r NET EROSION CONTROL BLANKET, MODEL SC150BN, OR APPROVED PROPOSED SIDEWALK EQUAL. EROSION CONTROL BLANKET TO BE INSTALLED IMMEDIATELY 1 AND ROADWAY, TYP AFTER COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP -6 o cs a EXISTING CONTOUR, TYP PROVIDE INTAKE PROTECTION BAG OR FILTER SACK FOR NEW INTAKES. THIS CONTROL TO REMAIN % UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE, TYP STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD -, e+�.+Ytl.v. M TBi, Na@pb ort* b Gy. W DPBW ane DNSE 1>-21U Sib T SDTK rjH�%C�{}°�,j f�.�'j� CbJr N nr c". A, M, M,Ye4N ptBMN BY rt'- JOHNSON COUNTY F�acr Nuxezz 1123271 MOSS RIDGE ROAD STORMWATEft POLLUTION PREVENTION PIAN SxEE33 nxcxlreecuee•ex<xseal«.. Eb�Nd•�E�IECbiI�•CYkapgL � 0�86M90,D•hx0W 86MBH ICI£CKED en e=u mifl �-,E-E°Hi STA t33+50 -13I+50 ', C.25 , LEGEND ' $CAE IN FEET PROJECT SITE 12" COMPOST FILTER TUBE OR SILT FENCE \ \ \ EROSION — PROPOSED PAVEMENT CONTROL J BLANKET 6.0/ PROPOSED GRADE 1 OTYPE SEED MIX DIRECTION OF DRAINAGE INTAKE .................. GEORIDGE , , , , _ PROTECTION BAG DITCH CHECK OR FILTER SACK i 12" COMPOST FILTER TUBE OR SILT REFER TO SHEET C.35 FENCE ALONG EDGE OF DISTURBED FOR SURFACE AREA TO REMAIN UNTIL THE SITE HAS RESTORATION NOTES BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. PROVIDE ADDITIONAL CONTROLS TO HILLSIDE TO HELP MINIMIZE SEDIMENT - — — — - - �. TRANSPORT. SEE DETAIL 1/C.36, TYP 00 r t Yi !q �• W`�,1� ` r• � � � pr, wn 137+00 / A-' i 688 133+00 /'6 x�n.,-nn / % / 5+00 .� V ' l ( •/••� ' PROVIDE GEORIDGE DITCH CHECKS, OR APPROVED EQUAL, -- -- - IN SWALE. GEORIDGE DITCH CHECKS SHALL NOT BE SPACEDla \ =�: MORE THAN 75 FEET APART. SEE DETAIL 4/C.37, TYP. 8 ` r -`, k ',:rte w:.•` :mow; . i — — : • PROPOSED CONTOUR, TYP ' EROSION CONTROL BLANKET IN ALL GRASSED AREAS GREATER THAN 10% SLOPE. INSTALL NORTH AMERICAN GREEN DOUBLE / "�' - �.. _ ::: •r NET EROSION CONTROL BLANKET, MODEL SC150BN, OR APPROVED PROPOSED SIDEWALK EQUAL. EROSION CONTROL BLANKET TO BE INSTALLED IMMEDIATELY 1 AND ROADWAY, TYP AFTER COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP -6 o cs a EXISTING CONTOUR, TYP PROVIDE INTAKE PROTECTION BAG OR FILTER SACK FOR NEW INTAKES. THIS CONTROL TO REMAIN % UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE, TYP STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD -, e+�.+Ytl.v. M TBi, Na@pb ort* b Gy. W DPBW ane DNSE 1>-21U Sib T SDTK rjH�%C�{}°�,j f�.�'j� CbJr N nr c". A, M, M,Ye4N ptBMN BY rt'- JOHNSON COUNTY F�acr Nuxezz 1123271 MOSS RIDGE ROAD STORMWATEft POLLUTION PREVENTION PIAN SxEE33 nxcxlreecuee•ex<xseal«.. Eb�Nd•�E�IECbiI�•CYkapgL � 0�86M90,D•hx0W 86MBH ICI£CKED en e=u mifl �-,E-E°Hi STA t33+50 -13I+50 ', C.25 , -\\ \ -/-/ LEGEND 12" COMPOST FILTER TUBE OR SILT FENCE ALONG EDGE OF DISTURBED f � \1/l// jj ! � � ) � ,_� f� � AREA TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY j� j j / r / \ j j 1 , l PROJECT SITE_ _ _ _ _ _ 12" COMPOST FILTER THE OWNER'S REPRESENTATIVE. PROVIDE ADDITIONAL CONTROLS TO ��� f r ; / / / , TUBE OR SILT FENCE HILLSIDE TO HELP MINIMIZE SEDIMENT TRANSPORT. SEE DETAIL 1lC.38, TYP — 1 ! EROSION CONTROL — — — PROPOSED PAVEMENT °® PROVIDE CURB INLET FILTER FOR ALL OSED \ l /t BLANKET .......... CURB INLET FILTER s y OPEN THROAT CURB INTAKES. INLET PROTECTION TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED TYPE 1 s.D%° PROPOSED GRADE PROPOSED AND APPROVED BY THE OWNER'S i ! / T j SEED MIX , REVETMENT, %, REPRESENTATIVE. SEE DETAIL 1/C.37, TYP. / // / / ( —1,f. _IREC FtON OF r - T1 P / r! -_f.. . «��_�_ i 'i / BRAIN CE STORMWATER DISCHARGE POINT a./ n, REFER TO SHEET C.35 PROPOSED CONTOUR, d / c �' FOR SURFACE TYP r� RESTORATION NOTES / `� r 1` /. EXISTING CONTOUR, TYP / 1�, 139+0 I 1400 %� .: PROVIDE 8" MACADAM / . (`. STONE PER IDOT d - SPECIFICATION 4122.02, TYP f PROPOSED / % 1 *� BOX CULVERT.— �f/ ,/ f.. I. .� .1 .""`...�'�• �~ � ♦• `•- .tea\ / // / INSTALL EROSION CONTROL / `t ' s �• BLANKET IN ALL GRASSED AREAS �• ` �/ f / / +r' GREATERTHAN10%SLOPE. INSTALL NORTH AMERICAN GREEN DOUBLE NET EROSION CONTROL BLANKET, PROPOSED MODEL SC150BN, OR APPROVED SIDEWALKAND ` :1` ;• f 1f /.t `/' EQUAL. EROSION CONTROL BLANKET - - • ROADWAY, TYP `. `. ' TO BE INSTALLED IMMEDIATELY i�.&ssks� tJE51Vll .�' `•: iir. / ^ AFTER COMPLETION OF FINAL J� l / GRADING AND HYDROSEEDING, TYP STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD SIEET TIRK SH�vCF,i d..iMa N. bra gtRa,OM MyraM BIMH.EfY,M ]�1NaY.Y OM.h. CM.I°Ar 6PP/8 BNRVN er. GM6 . M1]_2°1... MmJE°T MU6IER MOSS RIDGE ROAD STORMWATER POLLUTION PREVENTION PLAN fn sMEEis Gii—I Cel -- JOHNSON COUNTY 2327a AYCXIlECiURErEN41NEffING M*AL, M.*VW%L,paw'a Q1. 8.�b. FW ow B� � EEECIEE➢HY: CFM INTJ 05-11-2°11 STA. 137+50-142+011 ('26 LEGEND PROPOSED CONTOUR, TYP r r Illi PROJECT SITE 12" COMPOST FILTER o NNNNNN_ _ s.oiD PROPOSED GRADE EROSION TUBE OR SILT FENCE EXISTING � CONTOUR, TYP _ /_ _..�-�-'�"- �,,.:•/ CONTROL — — — PROPOSED PAVEMENT _!,/_._ DIRECTION OF DRAINAGE ,1...• .• 4 5516 BLANKET _ r w ., r .. + IN W D TYPE 1 ............ / SEED MIX DITCH CHECK NNN tee, .�,�,.e ..N _..►- ,�,.,..► _ i r INONONN, / 12" COMPOST FILTER {\A LL � \ - .N, "' .. NIXON J J �_ — J�,�682 f TUBE OR SILT FENCE J I j j �. "� _ / / .• 683 � � � • •. ALONG EDGE OF ..-.�,_) j ..684 / '• J DISTURBED AREA TO / REMAIN UNTIL THE % SITE HAS BEEN STABILIZED AND APPROVED BY THE II f 6 i 7 j INSTALL EROSION CONTROL BLANKET IN OWNER'S t — ALL GRASSED AREAS GREATER THAN ' REPRESENTATIVE. 10% SLOPE. INSTALL NORTH AMERICAN PROVIDE ADDITIONAL 686 I I I _6a2 REFER TO SHEETS C.35 — GREEN DOUBLE NET EROSION CONTROL CONTROLS TO �. I � �� �' ` - FOR SURFACE � — BLANKET, MODEL SC1506N, OR HILLSIDE TO HELP ��� RESTORATION NOTES APPROVED EQUAL. EROSION CONTROL MINIMIZE SEDIMENT I ` � \ 1� �` s _ - '• � ! TRANSPORT. SEE J 6s BLANKET TO BE INSTALLED IMMEDIATELY r — AFTER COMPLETION OF FINAL GRADING DETAIL 11C.36, TYP / / AND HYDROSEEDING, TYP `a ' Ts 1J1i� / r /r� \% /fel- s 6—It r '- 9— 688 /J l PROVIDE GEORIDGE DITCH I i i PROPOSED // CHECKS, OR APPROVED i EQUAL, IN SWALE. / j / ! .:r.� ..r:.•- "t" ROADWAY, TYP / cb i '/ / I GEORIDGE DITCH CHECKS / SHALL NOT BE SPACED i •"W"i f- - - • / I \� MORE THAN 75 FEET APART. w� �/ SEE DETAIL 4/C.37, TYP. "•'• •'•'a •` .Y'i`a`a`a a � cn ,T3�,1 I 1 0 Eos 139+0b 14 STORMWATER POLLUTION PREVENTION PLAN — POST—CONSTRUCTION: MOSS RIDGE ROAD SFiIVC-Fid+ ERY g4h,aaa.aw �zswaEama tNNm,o NNNNiiie IMUN"erl c.m Dyp_Ep, JOHNSON COUNTY MAJECTnnx. MOSS RIDGE ROADSTORMWATERPOLLUTIONPREVENTIONPLAN � DTx L V11oE' , 112327'1 xD. 1 TW. n^cn rtecruee•e"c lNee01NG MOW,.L BbmYyatL�4Lbg4L � '�' CHECKED Db." DATE, M -D -M4 I STA: 135iW-141 t00 G27 G_ INSTALL EROSION CONTROL BLANKET IN ALL 12" COMPOST FILTER TUBE t _ / �® GRASSED AREAS GREATER THAN 10% SLOPE. OR SILT FENCE ALONG EDGE W" IN INSTALL NORTH AMERICAN GREEN DOUBLE OF DISTURBED AREA TO ! PROPOSED REVETMENT, TYP NET EROSION CONTROL BLANKET, MODEL REMAIN UNTIL THE SITE HAS SC150BN, OR APPROVED EQUAL. EROSION BEEN STABILIZED AND ' STORMWATER DISCHARGE POINT CONTROL BLANKET TO BE INSTALLED APPROVED BY THE OWNER'S PROPOSED BOX CULVERT 6^' IMMEDIATELY AFTER COMPLETION OF FINAL REPRESENTATIVE, TYP GRADING AND HYDROSEEDING, TYP — — ,, — — — -. — — - �' ..- —� �.-.'.�'� i \ .'-683 -.._. -- I, �, a < `� ♦ ♦' i NNN / !,. ,�'" � '.- __ �� �,. , ..-- 'l / / \6, — ' -_.. �; � rte, • t. ` •� , �. � � - � +•`� t _ • _ ;��: Y! i Y' �. _.,.a — .: ` . ' y!_• .♦ '`• � . _.♦tea 1'•< — � � —� __�— � � _ . ♦ ` < a� . ,.•� a 688—. -�_ REFER TO SHEET C.35 PROPOSED CONTOUR, TYP I — — — — — — — FOR SURFACE " o — — — -- — RESTORATION NOTES PROPOSED SIDEWALK o' \ AND ROADWAY, TYP m� EXISTING BOX CULVERT `� _"_ \ \ PROVIDE INTAKE PROTECTION BAG OR— \ FILTER SACK FOR ALL PROPOSED AREA 83+00 — C1=----- _—_—_— //__// --- ---- 8$+0 INTAKES. INLET PROTECTION TO REMAIN _ _ _ — =+— UNTIL THE SITE HAS BEEN STABILIZED 8 �+ _ — — — — -T — — — — — — —86-+00- 1// AND APPROVED BY THE OWNER'S 87+00 REPRESENTATIVE. / r HIGHWAY 1EXISTING STORM SEWER ' AND INTAKE, TYP EXISTING CONTOUR, TYP /p � N / f� STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: MOSS RIDGE ROAD tri vo 4 LEGEND ' '' °amu PROJECT SITE ...... 12" COMPOSF,�ILTER TUBE OR SILT -FENCE DEROSION CONTROL PROPOSED PAVEMENT BLANKET 1 INTAKE PROTECTION TYPE 1 BAG OR FILTER SACK SEED MIX 6.0�" PROPOSED GARDE —% DIRECTION OF DRAINAGE .�IHI -FI�.! .r�FY ���R 4Wx M1�C1.RN DM MOYMN 10004MMY.M Y /b101M MM 1ARm,,N, �P16 i WWII BY, '-e Wn' 06-1)-2011 PfACCT NIMIBER I � a.<xire<roee.emm�eev,ne WRiRI•Rimit(bl4gibRRL WIRI8R4.9Pp`ifa9W 904RR21 ICRee�o an cn.+ wre JOHNSON COUNTY 112327-1 HIGHWAY STORMWATER POLLUTION PREVENTION PLAN Ra a�eTa a6-n-eou STA 83,00-87+50 C.28 a 2�/ IIIA / / -�.. I r �; `;�� ✓, `•'r • I I V ,i'. ��lP � \ PROPOSED REVETMENT, TYP i •;" `r • ,�' y f \ ji i � ` � • • : ; ` 'I ; •:,` _-. - J- �' '-ear-_.. 1/ l'r -- / • , ; ;i • , , , REFER TO SHEET C.35 \ aa7_ _- FOR SURFACE PROVIDE GEORIDGE DITCH �/ i s 4 �,�,�., r +. -;-• �' �+ y,.`, i ♦ • .` ;: o RESTORATION NOTES CHECKS, OR APPROVED ` ,';. •�• EQUAL, IN SWALE. / GEORIDGE DITCH CHECKS r�• '� ; ; �I EXISTING CONTOUR, TYP SHALL NOT BE SPACED MORE THAN 75 FEET APART. SEE DETAIL 4/C.37, TYP. , 688 --. T' _ - 12" COMPOST FILTER TUBE OR SILT a FENCE ALONG EDGE OF DISTURBED _ _- -- - AREA TO REMAIN UNTIL THE SITE HAS - - - PROVIDE 8" MACADAM _ - - — - -- = BEEN STABILIZED AND APPROVED BY o STONE PER [DOT _ _ _ _ _ _ _ _ _ _ _ : THE OWNER'S REPRESENTATIVE, TYP + SPECIFICATION 4122.02, TYP- .— — ------------- —689 88+00 89+00 90+00\ -- --'- -- - - - - ._INSTALL EROSION CONTROL BLANKET IN ALL GRASSED AREAS GREATER - THAN 10% SLOPE. INSTALL NORTH AMERICAN GREEN DOUBLE NET PROPOSED SIDEWALK EROSION CONTROL BLANKET, MODEL SC15013N, OR APPROVED EQUAL. AND ROADWAY, TYPEROSION CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER HIGHWAY 1 PROPOSED CONTOUR COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: HIGHWAY 1 HIGHWAY 1 SHIVCHIA'I fCRI� a°. nw sa a.aaCq N.Ow N°IptN 04.+Ia1rym aam N"umww aw Cq w. 6P2a °°^�° w[ os_n zma vuuxc* unrn I HIGHWAY'. STORMWATER POLLUTION PREVENTION PLAN m sscis naexi*ecru ce,Exaineev�ne Wk* E`el°°°�� L,CN ° L aw�-9D1D' mcw 861 1 UECa:D W. csx m1E• °°-n-mta JOHNSON COUNTY 112327-i STA 87+50-91+50 G2 < PROJECT SITE 12" COMPOST FILTER TUBE OR SILT FENCE EROSION i'� CONTROL — — — PROPOSED PAVEMENT BLANKET "••••••••••••••• GEORIDGE DITCH CHECK t DTYPE1 SEED MIX s% PROPOSED GRADE r DIRECTION OF DRAINAGE SHIVCHIA'I fCRI� a°. nw sa a.aaCq N.Ow N°IptN 04.+Ia1rym aam N"umww aw Cq w. 6P2a °°^�° w[ os_n zma vuuxc* unrn I HIGHWAY'. STORMWATER POLLUTION PREVENTION PLAN m sscis naexi*ecru ce,Exaineev�ne Wk* E`el°°°�� L,CN ° L aw�-9D1D' mcw 861 1 UECa:D W. csx m1E• °°-n-mta JOHNSON COUNTY 112327-i STA 87+50-91+50 G2 d �- -----687----- \� \ r � \ REFER TO SHEET C.35 FOR SURFACE RESTORATION NOTES - \ 12" COMPOST FILTER TUBE OR SILT FENCE / \ \ \ �_ ALONG EDGE OF DISTURBED AREA TO REMAIN \ PROVIDE GEORIDGE DITCH - UNTIL THE SITE HAS BEEN STABILIZED AND N\ CHECKS, OR APPROVED APPROVED BY THE OWNER'S \ EQUAL, IN SWALE. \ GEORIDGE DITCH CHECKS � . REPRESENTATIVE. PROVIDE ADDITIONAL � IN R17 CONTROLS TO HILLSIDE TO HELP MINIMIZE SHALL NOT BE SPACED \ ♦ 1 SEDIMENT TRANSPORT. SEE DETAIL 1/C.36, TYP ` \ MORE THAN 75 FEET APART. \ SEE DETAIL 4/C.37, TYP. EXISTING CONTOUR, TYP ` 7 BIBB E685 _,�..683 N0%L6.., ( \ 684 ~ \ 6R5 '--C)86 -- _ - _- - f -® - PROPOSED - - _` '- - -- - - - - - - _-_-_-- -- -_ _ -_- =------__--._ —sas— -- 3 - CONTOUR, TYP - - - - - -_ - - - - - - - - - - - - PROPOSED REVETMENT, TYP - - - - - - - - ' _ - - - STORMWATER - - DISCHARGE POINT _ _ 93+00 / 94 00 95+00 PROPOSED STORM SEWER AND ' "-� FLARED END SECTION, TYP _ HIGHWAY 1 _ EXISTING STORM SEWER - -- - - - - - - PROPOSED - - - - - - - - - - - - - AND INTAKE, TYP- ROADWAY, TYP - - - - - - - -- - -- - - - - -- - - INSTALL EROSION CONTROL BLANKET IN ALL GRASSED - - _ -89 —` _ _ - f - - - - - -'" - - - - - -- - - - AREAS GREATER THAN 10%SLOPE. INSTALL NORTH = = - _ __ __ - '�Lj — _— — — .— — — AMERICAN GREEN DOUBLE NET EROSION CONTROL -- - - _ -- - - - - - - - - - - - - - _- - - - - __--- BLANKET, MODEL SC150BN, OR APPROVED EQUAL. EROSION . - - 6s7-- ._ _-- ._ CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER-- - - - -- -- — - - - 7 COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP - STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: HIGHWAY 1 _. `= 12" CO` P,,PSITLTER TUBE .& ILT-TENCEj'j' .................. GEORL©G.E DITCI:FX:p ECK r` 6.0°" PROPQSED GRADE DIRECTION OF DRAINAGE SHIVCFI. ± I tB*r^,m N' 1°"•coxw I A1° A ft � NpWWM � 1oN" � 1•B" 62�I6 MAUN BY, re mm. W-ui 14� I HIGHWAY 1 STORMWATER POLLUTION PREVENTION PLAN '% I irffh' •�cxirEcru ne,e"eixec.�"c *��`amii0•�L` A. " SWI01°' P..011101 Y21 aca�eo an ce D.TP- oo-n-ZH4 '.. JOHNSON COUNTY 112327-1 STA:91+50-95+50 C.30 PROJECT SITE EROSION CONTROL BLANKET PROPOSED - - _ - - - PAVEMENT _. `= 12" CO` P,,PSITLTER TUBE .& ILT-TENCEj'j' .................. GEORL©G.E DITCI:FX:p ECK r` 6.0°" PROPQSED GRADE DIRECTION OF DRAINAGE SHIVCFI. ± I tB*r^,m N' 1°"•coxw I A1° A ft � NpWWM � 1oN" � 1•B" 62�I6 MAUN BY, re mm. W-ui 14� I HIGHWAY 1 STORMWATER POLLUTION PREVENTION PLAN '% I irffh' •�cxirEcru ne,e"eixec.�"c *��`amii0•�L` A. " SWI01°' P..011101 Y21 aca�eo an ce D.TP- oo-n-ZH4 '.. JOHNSON COUNTY 112327-1 STA:91+50-95+50 C.30 ~ - 1 STORMWATER DISCHARGE POINT - 12" COMPOST FILTER TUBE OR SILT � � - FENCE ALONG EDGE OF DISTURBED -• .. _ AREA TO REMAIN UNTIL THE SITE HAS = PROPOSED STORM SEWER AND `_"' w BEEN STABILIZED AND APPROVED BY ` ` - FLARED END SECTION, TYP - `"" w w THE OWNER'S REPRESENTATIVE, TYP _ _OR • •r RR 678-, �,6i7 `' ; '�. 6� 679, 684 680 685 --__ �N 681 . 1 686 1, o -------- 682 m r - `. 68� . 683 1 - - _687 -' - 684- -685 - -� 69> PROVIDE GEORIDGE DITCH 95+00 96+00 97+00 CHECKS, OR APPROVED EQUAL, 98+00 EXISTING STORM SEWER 9 9 +00 AND INTAKE, TYP {}{{131 {\},/"Y - 1 - — IN SWALE. GEORIDGE DITCH - I CHECKS SHALL NOT BE SPACED EXISTING CONTOUR, TYP k REFER TO SHEET C.35 MORE THAN 75 FEET APART. ` FOR SURFACE ' SEE DETAIL 4/C.37, TYP. / RESTORATION NOTES % • � - r._...� - - � • e s � 682 - 679, �� 681 - - _ 682- 68 82- 68 I RR 12" COMPOST FILTER _ _ _ _ _ _ TUBE OR SILT FENCE s.o%_- PROPOSED GRADE •••••••••••••••••• GEORIDGE DITCH CHECK EROSION CONTROL - - ^ PROPOSED PAVEMENT -f/'^' DIRECTION OF DRAINAGE BLANKET _ - ➢RAVH pY CUB OATH ---- 06 -IT -EON ! JOHNSON COUNTY PNOJECT NUXpEP I 112327-1 SHEET HIGHWAY I STORNIWATERPOLLUTION PREVENTION PLAN H0. OTPL UTAL ARCH ITECTURR ENCINIE&INo M*w. L 19bppipbl L• CONNOR LL 0W 8l1901D. FU OMI BEfapR1 gEEMEp pY� ceN ➢ATEA m-I)-2pH c'-� PROPOSED CONTOUR, TYP INSTALL EROSION CONTROL BLANKET IN ALL GRASSED AREAS GREATER THAN 10 INSTALL NORTH AMERICAN GREEN DOUBLE NET EROSION CONTROL BLANKET, MODEL PROPOSED ROADWAY, TYP SC150BN, OR APPROVED EQUAL. EROSION CONTROL BLANKET TO BE INSTALLED coo IMMEDIATELY AFTER COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP tlbRMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: HIGHWAY 1 N LEGEND PROJECT SITE 12" COMPOST FILTER _ _ _ _ _ _ TUBE OR SILT FENCE s.o%_- PROPOSED GRADE •••••••••••••••••• GEORIDGE DITCH CHECK EROSION CONTROL - - ^ PROPOSED PAVEMENT -f/'^' DIRECTION OF DRAINAGE BLANKET SHIVCF.A'rTCiY w i°"•�'��� �a '�•Lb �A � '1v"•�' 6ffiA6 ➢RAVH pY CUB OATH ---- 06 -IT -EON ! JOHNSON COUNTY PNOJECT NUXpEP I 112327-1 SHEET HIGHWAY I STORNIWATERPOLLUTION PREVENTION PLAN H0. OTPL UTAL ARCH ITECTURR ENCINIE&INo M*w. L 19bppipbl L• CONNOR LL 0W 8l1901D. FU OMI BEfapR1 gEEMEp pY� ceN ➢ATEA m-I)-2pH STA: 95+5G-99+50 C.31 p Ill '. It �! i� / t 678 - -- --- �w' 67 _679, '� 680 f — - — 6822 99+00 -PROPOSED REVETMENT, TYP - STORMWATER DISCHARGE POINT \ / PROVIDE GEORIDGE DITCH CHECKS, OR \\ \\\ - PROPOSED STORM \ / APPROVED EQUAL, IN SWALE. GEORIDGE �\ \ SEWER AND FLARED _ - ` _ DITCH CHECKS SHALL NOT BE SPACED END SECTION REFER TO SHEET C.35 MORE THAN 75 FEET APART. SEE DETAIL PROPOSED \ FOR SURFACE 4/C.37, TYP. - - CONTOUR, TYP RESTORATION NOTES ' - - - - - - INSTALL EROSION CONTROL BLANKET IN ALL GRASSED - - -®- - _ PROPOSED - _ _ _ _ _ _ - - - - - - - - - AREAS GREATER THAN 10% SLOPE. INSTALL NORTH - - TYP AMERICAN GREEN DOUBLE NET EROSION CONTROL _ - - - - - BLANKET, MODEL SC150BN, OR APPROVED EQUAL. EROSION EXISTING STORM CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER SEWER, TYP COMPLETION OF FINAL GRADING AND HYDROSEEDING, TYP u EXISTING CONTOUR, TYP 101+00 HIGH AY 1102+00 103+00 6$4----------------_ --- - - ---` - _- --- T 682 - X82 o" r i \ i Vr co ' __�_ ',••�_,___ _rte �r 680 V ` I, p r1 \ r J Y J ♦ ; I f I 'ti � -- --...^UO "11E--- t` •\ STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: HIGHWAY 1 Axe-lal , l�I 't F V CMY Plpky M. bM Crj, N = DY lA- Yl N B NN+mmN Y.c Y881 Tb�tllp1Y ��A b'M Hs• 6316 DRMYN BYr CHB pRTE� p5-1]-2p1� GRUSCr MMBEfl SIEEi i iP SH MGI r%., I-:'.. JOHNSON COUNTY H16HWAYISTORMWATERPO-103I POLLUTION n 3 g Reexire<rvee=enoinBBxina �r-4l•BboNgIVRL.OiapEL �96LYOIU. Pu dIa 9M -0Y21 ppY, cBn ppm, psyr_pp,x - 112327.1 STA'99+50-103+50 C.32 PROJECT SITE PROPOSED _ _ _ _ PAVEMENT == EROSION DCONTROL s o°i° PROPOSED GA Asx , BLANKET - n _ ' -T DIRECTION O�-w�`a GEORIDGE 1! DRAINAGE ' n� .................. DITCH CHECK l�I 't F V CMY Plpky M. bM Crj, N = DY lA- Yl N B NN+mmN Y.c Y881 Tb�tllp1Y ��A b'M Hs• 6316 DRMYN BYr CHB pRTE� p5-1]-2p1� GRUSCr MMBEfl SIEEi i iP SH MGI r%., I-:'.. JOHNSON COUNTY H16HWAYISTORMWATERPO-103I POLLUTION n 3 g Reexire<rvee=enoinBBxina �r-4l•BboNgIVRL.OiapEL �96LYOIU. Pu dIa 9M -0Y21 ppY, cBn ppm, psyr_pp,x - 112327.1 STA'99+50-103+50 C.32 EXISTING BOX CULVERT l EXISTING CONTOUR TYP PROPOSED ROADWAY, TYP 103+00 STORMWATER EXISTING DISCHARGE POINT STORM SEWER !! AVA REFER TO SHEET C.35 -- / FOR SURFACE — — 'r1 RESTORATION NOTES q PROPOSED CONTOUR, TYP 104+00 105+D0 INSTALL EROSION CONTROL BLANKET IN ALL GRASSED AREAS GREATER THAN 10% SLOPE. INSTALL — NORTH AMERICAN GREEN DOUBLE NET EROSION — CONTROL BLANKET, MODEL SC150BN, OR APPROVED — EQUAL. EROSION CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER COMPLETION OF — — FINAL GRADING AND HYDROSEEDING, TYP — — 684— �� \ a —683— �a8 i °-- — — — fr$2 —:— 680 u — 6 68t— ogg s2 -- — v- 681- uj �a•r7 NAY 1 106+oo ---------- 682 STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION: HIGHWAY 1 \ 107+00 REFER TO SHEET C.35 FOR SURFACE RESTORATION NOTES PROVIDE GEORIDGE DITCH CHECKS, OR APPROVED EQUAL, IN SWALE. GEORIDGE DITCH CHECKS SHALL NOT BE SPACED MORE THAN 75 FEET APART. SEE DETAIL 4/C.37. TYP. LEGEND C' PROJECT SITE GEORIDGE DITCH CHECK EROSION CONTROL BLANKET i —l�Zl N i SOME ix rrcr PROPOSED PAVEMENT 6.0�o PROPOSED GRADE �r— DIRECTION OF DRAINAGE i 107+54 SHIVG�•iAT"rs:lkY �Fbo*;A' dpiN•Or.4f0YMA &"+kmy.•ft2&41N.tlpYdK.trndKbwCffi16 >xtnvnex, cme DATE -%-1)-x014 wm.sciNllneEn HIGHWAY tSTORMWATER POLLUTION PREVENTION PLAN n A cx, T e e n u. f.EN o I N F x i i N O INN"1`P hIgm `e•I�b1Y..� I cw36W 'F.K&I&8MP JOHNSON COUNTY 112327-1 biEIXE08n cEm ]WTG 06-O-EOd I STA 03+5^_-1W+54 C.33 STORMWATER POLLUTION PREVENTION NOTES 1. EROSION/SEDIMENTATION CONTROL MEASURES ARE REQUIRED REGARDLESS OF THE TIME OF YEAR. THIS PLAN AND ITS ASSOCIATED REQUIREMENTS FOR THE PERMIT MUST BE IMPLEMENTED DURING WINTER MONTHS AS WELL. 2. REFER TO SPECIFICATION SECTIONS 01737,01737-A, 01737-B, 01737-C, 01737-D, 01737-E AND 02370 FOR STORMWATER POLLUTION PREVENTION PLAN, NPDES GENERAL PERMIT NO.2 SUBMITTAL REQUIREMENTS AND EROSION/SEDIMENTATION CONTROL TECHNICAL SPECIFICATIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL EROSION/SEDIMENTATION ON THE SITE AT ALL TIMES. THE CONTROL MEASURES IDENTIFIED ON THE PLAN ARE A MINIMUM. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION/SEDIMENTATION CONTROL MEASURES AS NECESSARY TO FULFILL THIC, REQUIREMENT. 4. EXCEPT AS PRECLUDED BY SNOW COVER, THE CONTRACTOR IS REQUIRED TO USE STABILIZATION CONTROLS ON ALL DISTURBED AREAS OF THE SITE REGARDLESS OF THE TIME PERIOD BEFORE THEY WILL BE DISTURBED AGAIN. IN THE EVENT THAT CONSTRUCTION ACTIVITY WITHIN A DISTURBED AREA WILL NOT OCCUR FOR A PERIOD OF 21 OR MORE CALENDAR DAYS, THE CONTRACTOR SHALL INSTALL STABILIZATION MEASURES NO LATER THAN THE 14TH DAY AFTER CONSTRUCTION ACTIVITY CEASED IN THAT AREA. REFER TO SPECIFICATION SECTION 31 2500 FOR REQUIRED STABILIZATION CONTROLS NOT SHOWN ON THIS PLAN. 5. IN THE EVENT THAT SOILS LEAVE THE SITE, CLEANUP OF ALL SURROUNDING ROADS, DRIVES AND PARKING LOTS SHALL BE PERFORMED ON A DAILY BASIS AT A MINIMUM AND UPON REQUEST BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMENT IS TO BE SCRAPED OF DEBRIS AND MUD AND BROOMED CLEAN. MUD TRACKS ARE TO BE REMOVED AS THEY ARE CREATED. 6. MAINTAIN SILT FENCING AT ALL TIMES IN AN UPRIGHT POSITION. CLEAN SILT FROM FENCING/COMPOST FILTER TUBES ON A REGULAR BASIS AS PER THE SPECIFICATIONS. SILT FENCES MUST BE CLEANED OUT WHEN THEY ARE 50% FULL. COMPOST FILTER TUBES MUST BE CLEANED OUT WHEN THEY ARE 33% FULL. 7, CONTRACTOR TO LOCATE/RELOCATE SILT FENCING/COMPOST FILTER TUBES AS NECESSARY THROUGHOUT THE PROJECT TO CONTROL EROSION/SEDIMENTATION. 8. REMOVE ALL TEMPORARY EROSION/SEDIMENTATION CONTROLS, NOT CALLED OUT TO REMAIN, AFTER SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 9. ALL EXISTING STORM INTAKES WITHIN THE PROJECT AREA MUST BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT. AREA INTAKES SHALL BE PROTECTED BY INTAKE PROTECTION BAGS/FILTER SACKS. OPEN THROAT INTAKES SHALL BE PROTECTED BY CURB INLET FILTERS. ALL NEW INTAKES MUST BE PROTECTED UPON INSTALLATION. THESE PROTECTION MEASURES ARE TO REMAIN IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 10. CONTRACTOR TO USE EXTREME CAUTION WHILE INSTALLING SILT FENCE OR OTHER EROSION/SEDIMENTATION CONTROL DEVICES TO NOT DAMAGE UNDERGROUND UTILITIES. 11. WHERE WATER IS PUMPED FROM EXCAVATIONS ON SITE, PROVISIONS SHALL BE MADE TO REMOVE SEDIMENT FROM THE WATER BEFORE IT IS RELEASED INTO THE STORM SEWER SYSTEM. METHODS INCLUDE: DEWATERING BAGS, ADDING FLOCCULANTS TO SILTY WATER AND PLACING A FILTER FABRIC BARRIER AROUND THE PUMP INLET. THE COMBINATION OF THESE METHODS HELPS TO REMOVE SEDIMENT FROM THE WATER. THE MOST COMMON METHOD INCLUDES PLACING CHITOSAN GEOTEXTILE TREATMENT BAGS WITHIN THE DEWATERING BAG AND INSTALLING AN ADDITIONAL INTAKE PROTECTION BAG AT THE NEAREST DOWNSTREAM INTAKE. 12. WHERE WATER IS RELEASED FROM A DEWATERING SYSTEM, PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT EROSION GULLIES DO NOT FORM. ONE METHOD IS TO PIPE THE WATER DIRECTLY INTO A STORM SEWER STRUCTURE. WATER MUST BE FREE OF SEDIMENT PRIOR TO DISCHARGING INTO THE STORM SEWER. 13. A 12" COMPOST FILTER TUBE MAYBE SUBSTITUTED FOR SILT FENCE WHEN SLOPE OF GRADE IS LESS THAN 10%. COMPOST FILTER TUBES MUST BE STAKED IN PLACE. 14. SANITARY WASTE DISPOSAL: ALL LOCATIONS OF PORTABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON THE PLAN (RELOCATE AS REQUIRED FOR CONSTRUCTION). IN THE EVENT THAT PORTABLE RESTROOM FACILITIES ARE USED ON-SITE, THE CONTRACTOR IS REQUIRED TO INSTALL A 12" COMPOST FILTER TUBE AROUND THE FACILITY TO MINIMIZE THE RADIUS OF THE AFFECTED ZONE IN THE EVENT OF A SPILL. WASTES SHALL BE COLLECTED AND DISPOSED OF IN COMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. PORTABLE RESTROOM FACILITIES MUST NOT BE LOCATED NEAR DRAINAGE WAYS. 15. IDENTIFICATION OF ALLOWABLE NON-STORMWATER DISCHARGES: DURING CONSTRUCTION THE NON-STORMWATER DISCHARGES, WHICH INCLUDE WATER FLUSHED FROM WATER LINES, PAVEMENT WASHING (WHERE NO SPILLS OR LEAKS HAVE OCCURRED, UNLESS THE SPILLED MATERIAL HAS BEEN CLEANED UP), VEHICLE WASHING, AND GROUNDWATER (DEWATERING), SHOULD BE DIRECTED AS MUCH AS POSSIBLE TOWARDS VEGETATED AREAS AND AWAY FROM DRAINAGE WAYS. REFER TO THE IDNR NPDES GENERAL PERMIT NO. 2 FOR ALLOWABLE NON-STORMWATER DISCHARGES. 16. POLLUTION AND SPILL PREVENTION PLANNING: POTENTIALLY HAZARDOUS MATERIALS ON THE CONSTRUCTION SITE INCLUDE FUEL, LUBRICANTS, CURING COMPOUNDS, FERTILIZERS, GREASE AND CLEANING SOLVENTS. THE CONTRACTOR STAGING AREA FOR PORTABLE RESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS MUST BE PROTECTED BY A 12" COMPOST FILTER TUBE AT ALL TIMES (RELOCATE AS REQUIRED FOR CONSTRUCTION). ALL REASONABLE PRECAUTIONS WILL BE TAKEN TO PREVENT SPILLS. ANY SPILLED MATERIAL WILL IMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES, DETENTION BASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BE CLEANED AND, IF NECESSARY, SOIL REMEDIATION PRACTICES WILL BE USED. A RECORD OF SPILLS WILL BE MAINTAINED BY THE PRIME CONTRACTOR. 17. CONCRETE, PAINT AND GROUT WASHOUT AREA: PROTECT WITH (2) 18" STACKED COMPOST FILTER TUBES. IF A PUMP TRUCK IS USED ON-SITE AND UNABLE TO USE THE WASHOUT AREA, THE CONTRACTOR SHALL DIG A PIT FOR WASTE MATERIAL. CONTRACTOR TO HAUL OFF ALL WASTE MATERIAL. ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BE PROVIDED BY THE CONTRACTOR AND.,IDENTIFIED ON THE PLAN (RELOCATE AS REQUIRED FOR CONSTRUCTION). THE CONTRACTOR IS REQ IIRECE. INSTALL A SIGN THAT DESIGNATES THE WASHOUT AREA. :, c , c_- 18. SPILL KIT: THE LOCATION OF THE SPILL KIT MUST BE IDENTIFIED ON THE PLAN. THE SPILLKI;T SHALL B SEALED STORAGE SHED LOCATED NEAR THE CONSTRUCTION TRAILER OR FUELING AREFH tHl uPILL�KIT SHALL CONTAIN, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A GARBAGE CAN, GLOVES, SAFETY GOGGLES, BROOM AND DUST PAN AND KITTY LITTER. THE SPILL KIT SHALL BE RESTOCKEp AS_SUPPLI€S ARE USED. THE CONTRACTOR SHALL INSTALL A SIGN THAT DESIGNATES THE SPILL KIT; RELOCATE AS REQUIRED FOR CONSTRUCTION. 19. DUST CONTROL: THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES WHERE DUST IS GENERATED. FREQUENT WATERING OF THE SITE, SPRINKLING/IRRIGATION, VEGETATIVE COVER, MULCH, WINDBREAKS, TILLAGE, STONE AND SPRAY -ON CHEMICAL SOIL TREATMENTS (PALLIATIVES) ARE POSSIBLE DUST CONTROL MEASURES. IF THE DUST CONTROL IS NOT ACCEPTABLE IT SHALL BE CHANGED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 20, STOCKPILED MATERIALS: CONTRACTOR TO IDENTIFY ALL LOCATIONS OF STOCKPILED MATERIALS ON THE STORMWATER POLLUTION PREVENTION PLAN. CONTRACTOR SHALL PROVIDE ALL EROSION/SEDIMENTATION CONTROLS AS REQUIRED TO CONTAIN MATERIALS ON-SITE. AT A MINIMUM, THE CONTRACTOR IS REQUIRED TO PROVIDE SILT FENCE/COMPOST FILTER TUBES AROUND STOCKPILED SOILS BEFORE STOCKPILE IS RE -SPREAD. CONTRACTOR IS ALSO REQUIRED TO COVER ALL STOCKPILED SOILS IF RAIN IS FORECASTED. 21. SEQUENCE OF MAJOR ACTIVITIES: INCORPORATE ALL TEMPORARY STABILIZING AND PERMANENT EROSION/SEDIMENTATION CONTROL FEATURES AT THE EARLIEST TIME PRACTICABLE- �FIRAEFINrTIEFZY CeOrflpOr.M. br Ciy.U•OnsltlrraN &M.FYIYy,�n 2884 Nv+pY Ghloo•Cp. br tl�A6 xxavx eri erne par0 xa-t]-Em1 vao.ccr xunEEc 51EEi T rzecruve>/euaixeeeiuo M**L`6buntOt�` .L UW 864s010`Fnpl%861di21 JOHNSON COUNTY 112327-1 STORMWATER POLWTION PREVENTION PLAN sl£Eis ascxEo BYE csn, uarexs-n-eau _ C34 THE CITY OF IOWA CITY IS THE APPLICANT FOR THE NPDES GENERAL PERMIT NO. 2 AND THE CONTRACTOR AND ALL SUB -CONTRACTORS ARE REQUIRED TO SIGN ON AS THE CO -APPLICANT. ALL RECORDS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE AS THEY ARE PRODUCED. SEE SPECIFICATIONS FOR CONTRACT FULFILLMENT REQUIREMENTS. SITE INFORMATION: R TOTAL PROJECT AREA= 15.91 AC TOTAL DISTURBED AREA = 14.28 AC 1 PRE -DEVELOPMENT COEFFICIENT = 0.27 POST -DEVELOPMENT COEFFICIENT = 0.41 III CLOSEST SURFACE WATER ACCEPTING SITE DISCHARGE = RAPID CREEK SLURRY AND DUST NOTE: CONCRETE SLURRY AND DUST FROM SAWCUTTING AND MILLING ACTIVITIES IS PROHIBITED FROM ENTERING THE STORM SEWER SYSTEM. ALL STORM INTAKES LOCATED NEAR )'p � ,sSAWCUTTING OR MILLING ACTIVITIES ARE i -- REQUIRED TO BE PROTECTED. CONCRETE SLURRY AND DUST FROM --.&AWCUTTING OR MILLING ACTIVITIES MUST (_., E CONTAINED AND DISPOSED OF OFF-SITE. =A TEMPORARY 8" COMPOST FILTER TUBE MAY BE REQUIRED. SURFACE RESTORATION NOTES ALL DISTURBED AREAS NOT PAVED, OR HARD SURFACED ON THE SITE SHALL RECEIVE A MINIMUM 6" OF TOPSOIL AND HYDROSEEDING. ALL AREAS TO BE SEEDED SHALL USE TYPE 1 OR TYPE 2 SEED MIXTURE (SEE SPECIFICATION SECTION 02370 FOR MORE INFORMATION ON SEEDING). SEE STORMWATER POLLUTION PREVENTION PLAN - POST -CONSTRUCTION SHEETS FOR LOCATIONS OF TYPE 1 SEED MIX. ALL OTHER GRASSED AREAS NOT IDENTIFIED AS TYPE 1 SEED MIX SHALL BE TYPE 2 SEED MIX. 3. SCARIFY AREAS TO RECEIVE TOPSOIL TO A DEPTH OF 3". REMOVE ALL STONES, WOOD AND OTHER DEBRIS LARGER THAN 2" FROM AREAS TO RECEIVE TOPSOIL. DO NOT COMPACT TOPSOIL. 4. HYDROSEEDING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO THE INSTALLATION OF THE EROSION CONTROL BLANKET. 5. APPLY FERTILIZER AT MANUFACTURER'S RECOMMENDED RATES. 6. GEORIDGE DITCH CHECKS LOCATED WITHIN TYPE 1 SEED MIX AREAS ARE TO BE REMOVED ONCE THE GRASS IS FULLY STABILIZED AND MOWING IS REQUIRED. GEORIDGE DITCH CHECKS LOCATED WITHIN TYPE 2 SEED MIX AREAS ARE TO REMAIN IN PLACE UPON COMPLETION OF THE PROJECT, PHASING NOTES THIS PROJECT WILL BE CONSTRUCTED OVER SEVERAL STAGES, EROSIONISEDIMENTATION CONTROL DEVICES IDENTIFIED ON THE PLAN WILL BE IMPLEMENTED ON A PER STAGE BASIS TO ALLOW FOR MAXIMUM PEDESTRIAN ACCESS AND EASE OF CONSTRUCTION. 2. UPON COMPLETION OF EACH STAGE AND APPROVAL BY THE OWNER'S REPRESENTATIVE, EROSION AND SEDIMENTATION CONTROL DEVICES MAY BE REMOVED OR RELOCATED. `' T� '0—fwlb�m—C1y.U•D MiNN 16M.1YI!/. PHS, 61aHpY DMtM CIA b1M 61216 LDRAWN PV. CMB DATE, W -l]-2011 PROJECT NIJNHER 'N SH4ETS SHIVM�4A= ' EHw6.•BoaMpvt L• a*W L I WW�• FlR00P6N641 Ic UED By, CCM DATO R -POM ': JOHNSON COUNTY F— 112327.1 8--RMWATER POLL,,?;CN PREVENTION PLA\ G�5 ARtHIiE<iU ¢E, RNO NS ERIM4 WIRE CORD POST NOTE: TWIST CORD AND PLACE AROUND POST, SECURE WITH WIRE. • - JIB - •WIRE -ABRIC FRONT VIEW DETAILS OF SILT FENCE SILT FENCE DETAIL TYPICAL SECTION SILT FENCE GENERAL NOTES: SECURE TOP OF ENGINEERING FABRIC TO STEEL POST. ENGINEERING FABRIC TO BE 2 FOLDED ACROSS BOTTOM OF TRENCH, ENGINEERING FABRIC SHALL 3 HAVE A MINIMUM 36" WIDTH. FOR MACHINE INSTALLATION, POSTS SHALL BE 4 EMBEDDED 28" BELOW GROUND LINE. ALL COMPACTION SHALL BE ACCOMPLISHED BY DRIVING OVER EACH SIDE OF SILT FENCE 2-4 TIMES WITH DEVICE EXERTING 60PSI OR GREATER. OFOR TRENCH INSTALLATION, POSTS SHALL BE 5 EMBEDDED 28" BELOW THE TRENCH BOTTOM. ALL COMPACTION SHALL BE ACCOMPLISHED WITH A MECHANICAL OR PNEUMATIC TAMPER. POST TOP VIEW DISTURBED AREA COMPOST FILTER ENGINEERING 8'SPACING Mw TUBE TO BE p zFORESLOPE 1 1 w a gFABRIC u~i voOUND LINE r12"MIN o z co GROUND z - �BY 4" LINE NCH N CO STABILITY) w ENGINEERING FABRIC TO 4 2 TRENCH 4fti0� O BE FOLDED ACROSS BOTTOM 5 FILTER TUBE BOTTOM OF TRENCH DETAILS OF SILT FENCE SILT FENCE DETAIL TYPICAL SECTION SILT FENCE GENERAL NOTES: SECURE TOP OF ENGINEERING FABRIC TO STEEL POST. ENGINEERING FABRIC TO BE 2 FOLDED ACROSS BOTTOM OF TRENCH, ENGINEERING FABRIC SHALL 3 HAVE A MINIMUM 36" WIDTH. FOR MACHINE INSTALLATION, POSTS SHALL BE 4 EMBEDDED 28" BELOW GROUND LINE. ALL COMPACTION SHALL BE ACCOMPLISHED BY DRIVING OVER EACH SIDE OF SILT FENCE 2-4 TIMES WITH DEVICE EXERTING 60PSI OR GREATER. OFOR TRENCH INSTALLATION, POSTS SHALL BE 5 EMBEDDED 28" BELOW THE TRENCH BOTTOM. ALL COMPACTION SHALL BE ACCOMPLISHED WITH A MECHANICAL OR PNEUMATIC TAMPER. TC1P \lI F W COMPOST FILTER TUBE DETAIL NOT TO SCALE SHIVC-?-1,6:1 F L=FTY o ilptlAA,aCftA,aMWMM W*.Lrun:R 2M{Nxtwoo a ply,a s MAW BY. cue WTO 06-"'014 1 PR "T tine SHEET IOTA Aecxireet ux a+e ur,iueeune EMrt, L`BbmiM L, CN' L dM 804901D`Fabp ffiI-0021 ni¢ Dan cam MM- M -17 -mu JOHNSON COUNTY 112327.1 STORMWATER POLLUTION PRC NiION PLAN m'. a ETS C.36 DISTURBED AREA COMPOST FILTER — ` TUBE TO BE STAKED IN PLACE PLACE ADDITIONAL (STAKE EVERY 8' STAKE COMPOST MATERIAL TO FOR ADDED FILL THE SEAM STABILITY) c, COMPOST BETWEEN THE TUBE PLACE COMPOST 4fti0� O 7 0j -F/Lp / AND THE GROUND FILTER TUBE +'y TUBEFILTER -? ,:, °;. PERPENDICULAR TO SLOPE GROUND LINE ;.;; of - `, •i' AREA TO BE c SIDE VIEW ;' `.;..-.+'>'`° PROTECTED TC1P \lI F W COMPOST FILTER TUBE DETAIL NOT TO SCALE SHIVC-?-1,6:1 F L=FTY o ilptlAA,aCftA,aMWMM W*.Lrun:R 2M{Nxtwoo a ply,a s MAW BY. cue WTO 06-"'014 1 PR "T tine SHEET IOTA Aecxireet ux a+e ur,iueeune EMrt, L`BbmiM L, CN' L dM 804901D`Fabp ffiI-0021 ni¢ Dan cam MM- M -17 -mu JOHNSON COUNTY 112327.1 STORMWATER POLLUTION PRC NiION PLAN m'. a ETS C.36 cT]lRM INTAKE CURB INLET FILTER DETAIL NOT TO SCALE NOTE: POINT 1 MUST BE A MINIMUM 6" HIGHER THAN POINT 2 TO ENSURE THAT WATER FLOWS OVER THE SILT FENCE AND DI5T-AROUND THE ENDS. INSTALL SILT FENCE PER DETAIL 11C.36 - LECT CURB INLET 'ER TO PROVIDE WIRED :RFLOW OFFSET ,BILIZATION ;KETS TO BE _ED WITH #57 JSHED STONE OR JIVALENT. ;URE POCKETS 'H TIES. 2R INLET FILTER WOW •[ohm 3" CLEAN STONE 6" MIN INSTALL GEOTEXTILE FILTER FABRIC BELOW STONE NATIVE SOIL STABILIZED CONSTRUCTION ENTRANCE/ CONTRACTOR STAGING AND LAYDOWN AREA NOT TO SCALE SILT FENCE INSTALLATION AT STORMWATER DISCHARGE POINT NOT TO SCALE NOTE: POINT B MUST BE EQUAL TO OR HIGHER THAN POINT A TO ENSURE THAT WATER FLOWS OVER THE GEORIDGE AND NOT AROUND THE ENDS. INSTALL GEORIDGE PER MANUFACTURER'S SPECIFICATIONS GEORIDGE DITCH CHECK NOT TO SCALE POINT A POINT B r t CaYr M, YXw CEf'. N • M BbLX4 N BMcitlYy. R YB81 wftp OBM BAB pB. 55T IRAYX Hx� cwa OAtE� 461]-POtB vnohC] wmBEX ' 'EV;' 91EEi'S IYBi4R JOHNSON CUUNTY --- 712327' STORMWATER POLLUTION PREVENTION PLAN C.W SHIVCrP� ( 4f BbBKLIllbm*QM GieB4t tawBB�soo•Bu6WBB40R CHECKED BY. a LEGEND PAVEMENT PROPOSED PCC MEDIAN PAVEMENT a .1 PROPOSED HMA SURFACE PAVEMENT OE OVERHEAD ELECTRIC UTILITIES OE OVERHEAD ELECTRIC DELINEATION - - - -- - E -- - - - UNDERGROUND ELECTRIC FO - FIBER OPTIC DUCT BANK EXISTING RIGHT-OF-WAY - - - - - T - - - - UNDERGROUND TELECOM PROPOSED RIGHT-OF-WAY -------- TEMPORARY CONSTRUCTION EASEMENT ----- ----- STORM SEWER EASEMENT - - - - - - - STORM SEWER AND DRAINAGE EASEMENT - - - - - - - - SANITARY SEWER EASEMENT - STORM WATER DETENTION FACILITY EASEMENT G- 1 1 1 1 1 1 1 1 1 1 GAS MAIN SANITARY SEWER EXISTING STORM SEWER STORM SEWER SUBDRAIN WATER MAIN SUBDRAIN EXTENSION CONTRACTOR TO EXPOSE AND EXTEND EXISTING SUBDRAIN TO FORESLOPE UTILITY SYMBOLS GUY WIRE 11 IL S;T LIGHT POST 7T TELEPHONE PEDESTAL PROPOSED PCC PAVEMENT V REMOVE EXISTING PCC MEDIAN CONSTRUCT PCC BASE WITH GENERAL SITE HMA SURFACE PAVEMENT ACC REMOVE EXISTING HMA SHOULDER PCC CONSTRUCT NEW PAVEMENT SECTION \ MILL AND REPLACE EXISTING \ HMA SURFACE COURSE PAVEMENT OE OVERHEAD ELECTRIC UTILITIES OE OVERHEAD ELECTRIC DELINEATION - - - -- - E -- - - - UNDERGROUND ELECTRIC FO - FIBER OPTIC DUCT BANK EXISTING RIGHT-OF-WAY - - - - - T - - - - UNDERGROUND TELECOM PROPOSED RIGHT-OF-WAY -------- TEMPORARY CONSTRUCTION EASEMENT ----- ----- STORM SEWER EASEMENT - - - - - - - STORM SEWER AND DRAINAGE EASEMENT - - - - - - - - SANITARY SEWER EASEMENT - STORM WATER DETENTION FACILITY EASEMENT G- 1 1 1 1 1 1 1 1 1 1 GAS MAIN SANITARY SEWER EXISTING STORM SEWER STORM SEWER SUBDRAIN WATER MAIN SUBDRAIN EXTENSION CONTRACTOR TO EXPOSE AND EXTEND EXISTING SUBDRAIN TO FORESLOPE UTILITY SYMBOLS GUY WIRE 11 IL S;T LIGHT POST 7T TELEPHONE PEDESTAL ABBREVIATIONS V VAULT BOX GENERAL SITE FIRE HYDRANT ACC ASPHALT PCC PORTLAND CEMENT CONCRETE MB O MAILBOX DECIDUOUS TREE 15KV 15 KILOVOLT ELECTRIC PVC POLYVINYL CHLORIDE PIPE WATER MANHOLE _ ABAN ABANDONED RCP REINFORCED CONCRETE PIPE O` UNKNOWN MANHOLE DIA DIAMETER R.O.W. RIGHT-OF-WAY SINGLE POLE SIGN DRAINAGE MANHOLE DIP DUCTILE IRON PIPE SAN SANITARY SEWER n� CONIFEROUS TREE DRN DRAINAGE SO SUBDRAIN ELECTRICAL MANHOLE _ - INTAKE - SQUARE ESMT EASEMENT STRM STORM CONTROL POINT TREE LINE EXST EXISTING T.C.E. TEMPORARY CONSTRUCTION EASEMENT FO FIBEROPTICS TELU TELECOMMUNICATIONS IE INVERT ELEVATION TEMP TEMPORARY LF LINEAR FEET UE UNDERGROUND ELECTRIC SHRUB MH MANHOLE WAT WATER MAIN OE OVERHEAD ELECTRIC UTILITIES OE OVERHEAD ELECTRIC DELINEATION - - - -- - E -- - - - UNDERGROUND ELECTRIC FO - FIBER OPTIC DUCT BANK EXISTING RIGHT-OF-WAY - - - - - T - - - - UNDERGROUND TELECOM PROPOSED RIGHT-OF-WAY -------- TEMPORARY CONSTRUCTION EASEMENT ----- ----- STORM SEWER EASEMENT - - - - - - - STORM SEWER AND DRAINAGE EASEMENT - - - - - - - - SANITARY SEWER EASEMENT - STORM WATER DETENTION FACILITY EASEMENT G- 1 1 1 1 1 1 1 1 1 1 GAS MAIN SANITARY SEWER EXISTING STORM SEWER STORM SEWER SUBDRAIN WATER MAIN SUBDRAIN EXTENSION CONTRACTOR TO EXPOSE AND EXTEND EXISTING SUBDRAIN TO FORESLOPE UTILITY SYMBOLS GUY WIRE 11 IL S;T LIGHT POST 7T TELEPHONE PEDESTAL O SANITARY MANHOLE U RELOCATE TELEPHONE MANHOLE J BYO HERSUTILITY POLE H RELOCATE HANDHOLE LH BY OTHERS SH-FLs?'ir 1.. 203 NwVq ro 0 Ma nae CRY. b a = ➢RRLN BY Cern BM1TE 1]-20i< PRpJECi NU BER N0. SHEEiS mane IL • amam�av'n L • CnimM IL "Bsnswu • r.x (am s5+ae21 cFECFEH en .o UI+TE� oz- I JOHNSON COUNTY 112327-0 PLAN AND PROFILE LEGEND AND SYMBOL INFORMATION SHEET p,00 nacxl n-xaa UTILITY POLE V VAULT BOX g }r' FIRE HYDRANT OF DOT CURB INLET x VALVE o ® CUR? INLE- Ni, WATER MANHOLE _ IH c INT{kfEV CIRTELE m �' O` UNKNOWN MANHOLE -,: E- DO DRAINAGE MANHOLE INTAKE= REGTANGL6 n� r=. S2 ELECTRICAL MANHOLE _ - INTAKE - SQUARE O SANITARY MANHOLE U RELOCATE TELEPHONE MANHOLE J BYO HERSUTILITY POLE H RELOCATE HANDHOLE LH BY OTHERS SH-FLs?'ir 1.. 203 NwVq ro 0 Ma nae CRY. b a = ➢RRLN BY Cern BM1TE 1]-20i< PRpJECi NU BER N0. SHEEiS mane IL • amam�av'n L • CnimM IL "Bsnswu • r.x (am s5+ae21 cFECFEH en .o UI+TE� oz- I JOHNSON COUNTY 112327-0 PLAN AND PROFILE LEGEND AND SYMBOL INFORMATION SHEET p,00 nacxl n-xaa S — ® -- U . " .EEr = 7 -- — —T— — — — - — E — — J j e' F U d _ _ / o { — -- — =--- - - —OE — ii --- _—�— — — --_--_ - _- mac- --. _• — _ _---_--. - — — -. �..-� I v v I FILL EXISTING RUTTED AREA WITH ;STA.10 FLOWABLE MORTAR BEGIN PROJECT_ o o ' SB CONSTRUCTION CL 00 f'7 1083+00 ' � 1084+00 1085+00 � .1 / /ii \ 1 STA: 1085+36.08 1086+00 SAWCUT // /// 10 7+00 � - - E i BEGIN SB PAVING // - -- --- 83+00 I - 3° - --� -- - - -_ -- -{ 0+00 CURB TRANSITION / '/' "' -� - _ -- - __ O > FROM 6" STANDARD _ ,,;' „"' 6" SLOPED CURB (PV -102) /„” „"' PC: 1086+76.54- ( C10 CURVE DATA (C10) __ 4 = 14°32'03.97" NB PRFILE GRADE LOCATION TO 6" SLOPED (PV -102) T = 409.98' O� INTAKE (SHEET U.06)- L = 815.56' ,REPLACE __ _ 3214.98' _ E = 2604 - — — — __ _ .. -- —�-� —T --'----_—__ -- i _ _ _- —•ET _— `:` A ING PLAN VIEW: HIGHWAY 1 cl m_t% 700 700 695 695 c _ - EXISTI -- G NB GRADE (TYP) _ { 690 685 I _ 685 680 --- N v 04 (n . o � 1p n � 041 N 00 v m �., co rn (D (fl C6 rn V �Y 00 m t M . CO m N 00 v I 0 n 0 00 r CJ co o 0 O a0 rn I m W 0 Oj 80 O rn m � CO (D 00 (o co co co °� co(D W a0100 co m a0 0000 CO aa0o m 00 0° ro a0 00 00 00 CD co 83+00 84+00 85+00 86+00 87+00 87+50 PAVING PROFILE VIEW: HIGHWAY 1 Cem]Fbq$W. bxa GM. IA, Lbs M1'uY iN SHIVCF7ATTC-FZY NaIN& •BroMybna•Ckap.IL SIIRa-Idttery. Nc. 28361bNpple Oche. bwa City. bYw 532G6 a�s%300.Fe 3a)2sc69n ORPWN BY, CFM ➢N.,E 0'-1]-201< f JPHNSDN CGUNTY PRNFC* WXFEa 239-1 HICHWAYIPAVING PLANAND PROFILE STA 63+00-67+50 SHEET 1014L 0 , SNEEis A0.CxiiEciu¢E.ErvcN itlYiJ IIHI; O6 -I]-2019 D.01 LIFT STATION ACCESS ' (SHEET U.04) CURVE DAT (C6) \ / y 00 = CURVE DATA (C5) = 118.22 ' TT 118.2 ' 4 = 1°40'27.78" L = 235.98' -00 T = 47.42' I R = 1559.10' L = 94.83' w E = 4.48' _ R = 3244.98' R.O.W. - E = 0.35' - �� —PT STA 141 28.02 -- ` OE - - -- — -0E _ go- XOF - -- — - G T io _ Tcj --- C5. __ - - C4 - �. ., - _ -z_ CURVE DATA C4 � C � C C - 4 cc) -F- A = 6°45'19.75" 00--- _ \ \ F. � �� � � � �µ I T t � - - 91.31' 89+00- 88+00 T�� I 1 L = 182.41' _ R = 1547.10' E = 2.69' NB PROFILE GRADE LOCATION SAWCUT 92+'� SB CONSTRUCTION Cl- _ � CUR --- - r _ —_ — - -J --- - - - - - - — --- --_ ------- i'� - T 6 <J% PAVING PLAN VIEW: HIGHWAY 1 700 ------------- 700 BEGIN SIB DITCH B TTOM 695 - STA: 90 75.00- 695 _ - ELEV: $7.50 - - DITCH BOT M (TYP) 690 --- -- - --- 690 ----------------- —-- --- .1.58 685 685 EXISTING N 3 GRADE ( P) 680_ O O _ N M V' LO CO t— O O _ N V LO O CO n I" M W �80 0) CO � CO E0 W CO W 00 00 C0 W CO CO CO o0 CO ., CO 00 CO 00 6 co (A CO 6 co CA 00 t• 0) c0 ^ CA Co Cp O co 00 c6 CA p0 CO � m m m m m m m m CO Co m l m m m co m ,D roCo ro (D m T O 87+25 88+00 89+00 90+00 91+00 91+75 PAVING PROFILE VIEW: HIGHWAY 1 V. Y' = 10' H: P' = 30'-__-_-- SIINC-!I �—rl~�{Y cem mgmw+gwaCry.w a aae w ARCX�iE<iu4E+ENCIrve EFlrvo Mu111N IL�&°a1vgM1 L•CllkepTL &aw are .v Zea vgeaom°wecry,oeszz Q9)861 -30W i9K 1313)9666821 DRPNN BY• CEM OPTED os-n-zoia HHNSON COUNTY P(9JECT NUMEER 2327.1 HIGHWAYIPAVINGPIANANOPROFILE STA: 87+50-91+50 SNEEi D.0 - lAl s"EE7s C4ECKEDBY.] ONi- 06 -1I -201i 3 a 0 ri 6 U rn n N M 04U 'w U N 0 CL 2 R.O. W NI-° m SUR E DATA ATA (C8) - - ��lro�s A = 3°09'42.5 - - _ F STA' 1094+60.00 IL� 17939' Pll ' f a -� - - U 80.001 OFFSET: -1 L- -r"0 SET: -30.00 PPER . R = 6500.00' s - - — -- - - - - BEGIN TAPERS---,_ - \ --� - r--------_---6� - ----_- --_--------== 683 =Dc - - - v= -r - a)� r - - -T— c CD r 091+00 -- _ 0 09;10 - 1093+00 rn 7�• - _ NCL � S l�i_ C� r— � f' C8 v RAMPED MEDIAN NOSE (PV -104) := SA WCUT Lr - - - - 93+0044"u y - 95+00 = 92+00 S PROFILE GRADE LOCATION CURVE DATA (C7) % �- < `<�j/-� A = 2°24'18.02" _ C T = 62.97' TA: 93+40.001 / - L = 125.93' BEGIN PAVING, R= 3000.00' ------------ \ .E = 0.66` - - - - _ 687 —_ - - - 686 e - - - — — .-_ 685 - T -i_-_ PAVING PLAN VIEW: HIGHWAY 1 C.'�— 705 705 Lo 700 700 LL Lu Lu LL 695 695 690 690 ------------ 685 685 680 680 675 X875 M m to 91+25 92+00 93+00 94+00 95+00 95+75 PAVING PROFILE VIEW: HIGHWAY 1 i� [:� flBpgy IA • NAa CGy. lA- Olb MINfpY.IA BM9t�H0ry.10:. 2896 Naitrpfe OfIVq Mve C bxe 6LlA6 n0.4 Y HY CEw OrviE' 06 -IJ -201< vupJlCT NUX9Eli SHFf i I ET CJI•'II�%CI•'I�a"FT -.�"'� �'• JOHNSON COUNTY ;12327-1 HIGHWAVI PAVING PIAN AND PROFILE STA: 91«6D-95+50 No resr"s e u c ry rt =. c Nnafa h. Bl°B W, IL. Ql." IL (HI9) a663a6o . Wt lanl 3569921 CBEs R, • .,6 nnie o6 1+-2[p D.03 BEGIN NB DITCH BOTTOM J _ Q3 w w- - rnrn STA 93+40.00-,1 EL V: 685.87 r; <n - �- ._ � .. � DITCH BOTTOM (TYP ••� - t ROPOSED FIELD ENTRANCE' t-� Ell- i -. ITCH BOTT YP) TO REM IN ; -1.58%° I .a- �;, -- NO SB DITCH BOTTO ETWEEN STA 94+00 AND 95+75 EXISTING NB GRADE P 1 STA: 94+0 :00 PVI TA' 94+00.0 P I ELEV 683. 9 PVI ELEV 682 3 - .95+75.00 = PVl S . - - PVI E E 2.00 -. . M � to � � M •,,',, 00 to �— � ti � V � M � N � N � N I � r � 128 Ir9i���N�jN�NNNN°ooocoaocococom�m m mIco �m�oo�eo�co�oo�oo�cocoococamm m�co m �m� Epco �m mmmm�m FBI ROW _•' Fo— STA: 1092+80.00 o -- '� OFFSET: -30.00 �# ` - - BEGIN TAPER 6 00 29 +00 SB CONSTRUCTION CL --\1093+00 _ N !Cgu L- - -- u' r i- RAMP MEDIAN OSE (PV -104) ED ME SAWCUT _ - --- -� ;.e _ 92+00 -- - - 93+00 - -- - S -- - --- -- - - 95+00 -- 94 00 NB PROFILE GRADE LOCATION I— CURVE DATA (C7)\ A = 2°24'18.02" CURVE DATA (C8) STA 93+40.00 _ - T = 62.97' L = 125.93' — — ' A = 3°09'42.55' --T = 179.39, BEGIN NB PAVING ( - - -------------R =63000.00' _ .._ L = 358.70' _. STA 1094+60.00 —� -- - -__-- - a- ➢ d _ - E = 0.66' R = 6500.00' _ .. •. :., _- c OFFSET' -18 00 - _. .. E = 2.48' _ ... ... , END TAPPER _- _ 0 -- PAVING PLAN VIEW: HIGHWAY 1 70 705 __.. _._o._ .� ..-oo co o0 00 _ _..-_ .. - _._.. _. _- ... _ ... .. .. _ .. _ __. .. _.. .... _..._ _... O,.... ...Q_.00.- . .. -. O - 70 0 700 BE IN NB DITCH BOTTOM - OR .5 w rn .. 5__ w rn ,I _ STA 93+40.00 _.:.. F w ¢ w:.. .: . __... EL V: 685.87 _ _ _ 69 5 695 _... > o. a a a _. DITCH BOT OM (TYP) . : _ :. : .... : o} ROPOSED B FIELD ENT NCE _ _ _ . _�-- -_ ITCH-BOTT M (TYP) TO REM IN y 690 690 - — 85 685 XISTING NB GRADE _ PVI STA. 9 +00.00 80 680 PVI I STAT 9 PVI ' PVISTA: TEVI +25 00 _ VIS TA: 94+ 0 00 _ PVt EL 9682.00-: ELEV., 80.00 _. ..... . _ - .. ... .... ..PVI ELEV: 6 2:35- 675 ti M � In r t` M m to' 00 o w m cr m N. I� o to / 0 MO <t m 0 N co 0675 O) L6 L6 Lo C"O L6 'No vi Lsi OD co Do QD 00 91+25 92+00 93+00 94+0 95+00 95+75 PLACE 400 TON OF 24" DEPTH CLASS E REVETMENT (110.05) PAVING PROFILE VIEW: HIGHWAY 1 BETWEEN FIELD ENTRANCE AND UPSTREAM CULVERT REVETMENT V 1 = 10' H: SHIVC-1 14i CITY I" = 30' �B'RBPb&U`IweC V.OeeMmre N I dMHBHw, 28NWNPe09beC ,laza 42A °RPVh➢Y R.Wk 11. M.rft N$N COUNTYRCJELi 2327- HIGHWAY 1 PAVING PLAN AND PROFILE SIA:91+50-55+50 xlx 0.03 OiNL SnEETs Cz. BYE JO � ➢PTE 06-11-201P I O of N cq O O O `O+ o+ STA 95+46, 78.00' LT. STA 95+98, -i- 78.00' LT. 10-FOOTr WIDE DITCH (CENTERLINE = 80' LEFT ---- _ ROW +.. vs. •• 4 20' F ELD ..._ - -. PVI STA: '�.� XIS '-• DE- PR POSED NB { •° 'q lH` ♦ `\ I )��� Y { _ m -" i.A1.E IN FEET U d S. w > --. J....... - ' 695 ¢. � NIRA C '. _.P_vI ELE- : 679.30, DITCH BO .. Fy-rte._. x. w ' •,. : All _._ - y�.7T — _. PvI+ 3+00 _ _ SAWCUT 690 SB CONSTRUCTION'CL•... Cs / + _.._.__ ___... PVIELEV:.6790 ,._ _._,. 95+00 - 96+00 97+00 98+00 PROFILE 99+00 SAWCUT _a NB GRADE LOCATION 690 — — — JJ� —_-- — -_- CURVE DATA (C9) --�-- 0 = 2°50'34.65" o _. T=161.29 z — _. -. .. _.... .-_ ._ .. L = 322.52` R = 6500.00 n E-2.00' — — — IJ — — - — PAVING PLAN VIEW: HIGHWAY 1 aoD O of N cq O O O `O+ o+ C6 o STA 95+72 ADD m ccoo + m 695 +.. vs. •• 4 20' F ELD ..._ - -. PVI STA: 5+98.00- - XIS IN_GNBG DE- PR POSED NB - '- - -" > w S. w > --. J....... - ' 695 ¢. � NIRA C '. _.P_vI ELE- : 679.30, DITCH BO T OM (TYP) : _._ - . _ _. PvI+ _ _ _ 690 _._q- --- - .. _.._.__ ___... PVIELEV:.6790 ,._ _._,. __... - -- _a 690 -- ---- 685 --- --- L3 _ ... ....... ...._ ...._ ____ ..._ - -- - -------------- ----------9 680 680 .. :- .. _._ _- -- .. _. - _ 1.43%...------------ .._ . - - °lv - PV S A 99+30.00 675 675 36 -LF OF 36 RCP CULV RT PIPE P I S.TA gg+2 0 2R - - WITH RCP LAKED END SECTIONS PR - POSED SB- - - VI ELEV 67 .00 :00 PVI S A 99+00 00 _ PVI._S_A:199 11.00 DITCH BO TOM (TYP) .. "iVI LEV. 675.00 PVI ELEV:6 3:06' 670 LID O Lo O In O to O un O m W m co O) 670 4i 7 rn N cq OS c� rn f� 7 in N o� h v t- 7 �- r, <Y v O Go o V h V (`7 d' o 07 CO a co V' h co O V V m M O N M of W M h N N N I`•- N (O _ (D (9 _ l(J O (.O O t` h 0 W UD fo h W (9 h CO O� h CD m h O CO coO W O h CO co 1I- C O 03 t9 fes- W co h co h Co QD r- f•.. al Om h O I- 00 h O h h w co (O h CO CO CO (o CO (D CD CO CO CO CD CO 0 Co CO Co CO (b co co f9 CO 95+25 96+00 97+00 98+00 99+00 99+75 PAVING PROFILE VIEW: HIGHWAY 1 SHIVC-FIAiiC-FLY Cmar pegegw aw cq,w•° bureau &A a Yc 2H3 NOtlJ 10M db 6tl .IM9$ $ InRpVx nY nAiE. O6 ..AI TM KE T .e etneervve.e,c�rvee ei.0 H^1'+A IL`9ppert�pS IL`°� L ptB)364Sp(°♦Fe>; fes)a5n-fiBPI �cx2csEn nr. uo npre� os -n -eau JOHNSON COUNTY 112327-1 HIGHWAY PAVING PLAN AND PROFILE STA:95+59-99+59 SH D¢09 i7 R.O.W.— j \ T — 1 _ — A T F0— m — _� — —FO— — — — — —Fo — — — — Fa— — — � FO— Fo — •, — — p _— 'v<.V E IN flEl � - (� - `o- -----------�; -�4- -683------_ --------- __--. _----- -- ---- - - - y'-�� --- — �G�— —_0 c c -----------�=-683==- —_ _ - � - _ -- --- -- - - - - .. C _. a SAWCUT SB CONSTR CTION CI_ C9 <� 51� - - - _ -1— 95+00 96+00 +00 98+00 99+00 SAWCUT = - — ' -NB PROFILE ADE LOCATION — �I 685 —_. --- -- — - — 683--—� 83-- r�ry --- - - --- — z - - - r ATA _CURVE DATA - [ - _ _ - co - - - - - - R; co =—� - 680 - - 6" -- -- - - b = 2°50'34 5 _ _ - - -_ - `- L _ f -- 679— \ _ - - T- T = 161.29' T - L = 322.52' - - - - - _ _ - -x - - - = s - = - - -_- - - - - -e - - _ _ - - ~ _ - 679 - - C6�� - - ^T - - - - R = 6500.00' E = 2.00' -T PAVING PLAN VIEW: HIGHWAY 1 ( e 0o O O o o O W (0 6) O O O N O O o N N (D O Lo h N O c0 O 6 (b N 00 O o0 O (b (6 O (6 O h m 00 r- + (0 + (0 + (0 + (D + (D + 1 ('0 695 695 a> > rn - > - _ _ rn > _ _ > y _ } Q ¢ q _ PROPOS D NB _jTMa v~i w _ c~n w DITCH BO OM (TYP) w w _ w 690 a_ a a a - 690 - -- - - 685 -------- - - - -- - - - 685 . - _..320%--- __ -_0:80_0/_,o_-/ , . `-- ._--. -- ----- - ---- ----- - ---- --------------- -100°l° _ - _ - NO SB DITCH - - - - - ------ --- - - ! - -- E)-\-,680 680 PROF OSED SBIl EXISTI G NB GRA E ° _.: 7 632% _2.43-°L_ - --- - e_2 DITCH BOTTOM TYP 675 675 PVI ELEV 6 1 MI STA: 99 4.11.00 ° PVI -ST - : 99+30.00-_ _ PVI ELEV: 73.06 PVI ELE , 677.65 _ 670 N a N s a N m co m o a m Lo Lo m O N O m as ro N m ti (V Lo Lo N m cCl rn N c0 N h h m N r -T 00 _' (D rn m co IT of O co Lo m CO c0 �' h v 40 h N X670 °O (D ( M GD W m O W o O W W O W a7 O W W O h (d O h O o h. (0 h co O h co t0 h W (0 h 00 (O h o (9 CO h t0 h F- I" tD h (0 N` h6 C0 r' (D (D (D (o (D (D (0 (0 (0 (D (0 (0 (0 10 (D (D (0 (D (D 95+25 96+00 97+00 98+00 99+00 99+75 PAVING PROFILE VIEW: HIGHWAY 1 V: i" = 10' H: 1' = 30' SLJI� TI A TY�I JI!i 1-1(VL. Ptt ( R! n ECxtteciu ee+ewo IEEFno & w ta �y wI�y. 2p (. RpP, IL eEOla4 lCM1 �y �hl�re �� p� EDY, �yyy p1Ei a59-.ro90-Fen plDl a59-es21 DRAVN BY CEM ➢ATE CHECKED EY'. JOB DATE' O6-li-2A:< O6 -t1 -2m JOHNSON COUNTY PROJECT fMIMEER 112327.1 HIGHWAY I PAVING PLAN AND PROFILE STA:95+50-99+50 SHEET no. o.on slceTs —x (o - - - - - �-Fc SE -I: o- OE - OE - - i - - - O o - - - - c -F0- c c c - - - - - - - - -T- T- - - - - --T- - - - --T- - - -T -- - - - - - - - --- =- - -00 -� - - - STA: 1099+89.78 ( - —683 - - - END SB 2.5 -INCH DEPTH m o/ - - - -�- z F - r n NB PROFILE GRADE LOCATION m yp / a GRANULAR DRIVEWAY \ m sr HIGHWAY 1 CL + i\ < 1 0+00 -_ MATCH EXISTING LIMITS 1101+00 1102+00 - 1103+00 - 99+00 j SAWCUT _' 100+00101+p0 DRIVEWAY HP RIDGE 102+00 103+00 STA AHEAD: 1099+96.80683.2± TO 684.0± --682— 680 - 680 68 - 679- _ S - 679__� - - - s, STA 99+20 00 30 00 R -- 683' - - - - - - 682 680 -. o Om S 681 BEGIN TAPER J s � PAVING PLAN VIEW: HIGHWAY 1 C? CD o� o 0 0 0 0 m 0 0 0m + 695 m + m + m + m 690 680 6752 �f, 99+25 100+00 PAVING PROFILE VIEW: HIGHWAY 1 101+00 102+00 103+00 695 690 685 680 675 c�70 LD r r m 103+75 V: 1" = 10' H: 1' = 30' BRPVN BYE —777 ROJECT {<IIN9Ea SHEET iOiHL SIIINC-IIAfid'Fil' cemRapmw•rosncp.w•ommare.IA smeka.I 2exNO66Nonwosc.ro�5225 :T 7HNSCN CUNTY --- 232-i HIGHWAY±PAVING PLAN AND PROFILE STA:99+50-103+50 0. FRCNIif CIY RE+ENO{IIEEOINO MAIQIB.IL•6WI18FglO1Ll•GF�CG'IL (3W)954361°• F..(919)95C8921 CNECxfU BYE Ae DATE• 06 l2,1:9 005 - - ---- --.. ___ o _.._ ... .. o. - ----- - - -- J < : PVI STA 9+30;00 ¢ LLI w cC- I PROPOSEDNB -i m w r`- fV1 ELEV: 67-7.65 Lu /-DITCH BOTTOM (TYP) _ z_ r'=a. EXISTING NB/HIGHWAY 1 CL GRADE a :.. _ _ a - ---------------- ------------------- _ EX STING GRA�/EL DRIVEW Y --------------------------0-----= 5% .. G ADE TO MATCH EXISTING ° .16% .END SB DITCH BOTTOM - { PROF DSED SB _ - ._:_ + - -------. ---------- -- ---- -_ - ITCH 60TT M_(TYP) EL-- - --- .---- .. ----- - ---- _-. -_ _ _ m r .00 C51 V Ln 00 N N O m m D) -q t(7 O r D) N co m co LD M M m O M CO 00 LD M M r 19 r N r- r CO r 00 r m r O r CA r MV' m m M 00 O m O 00 O m O m O r- O r- O r O r m I, - (D _-.Im m m m m m m m 1,m t(o !m 99+25 100+00 PAVING PROFILE VIEW: HIGHWAY 1 101+00 102+00 103+00 695 690 685 680 675 c�70 LD r r m 103+75 V: 1" = 10' H: 1' = 30' BRPVN BYE —777 ROJECT {<IIN9Ea SHEET iOiHL SIIINC-IIAfid'Fil' cemRapmw•rosncp.w•ommare.IA smeka.I 2exNO66Nonwosc.ro�5225 :T 7HNSCN CUNTY --- 232-i HIGHWAY±PAVING PLAN AND PROFILE STA:99+50-103+50 0. FRCNIif CIY RE+ENO{IIEEOINO MAIQIB.IL•6WI18FglO1Ll•GF�CG'IL (3W)954361°• F..(919)95C8921 CNECxfU BYE Ae DATE• 06 l2,1:9 005 2 s f cl tS� J FYs n, — — — —FOfs- —J — FO — qoq---._FO— — —' — — —FO— --, — — — FO -- —FO— - — — — —FO— — -- — FO— — - 5 1LE M FEI — — E OE OE / OE — -FO— — - VFo s—� o—�f — — —Fo— OE — — OE — Fo— — — — —eo— 4E —tea —OE- F - G�I G 1 G — —' — — G. —T— — G — — — —T— — — — — G T— -- — G —1 G — — — — —T— - - — — -- —T — — — — —T_—_ __— -- STR: 106+40.00 !{END PROJECT - - — — - -- '-hfn1---.. iii a --�-- — _ _. -------------- t! n FIELD ENTRANCE NB PROFILE GRADE HIGHWAY 1 CL LOCATION/ " / 103+00 sF 1104+00 PROTECT IN PLACE 1105+00 1106+00 1107+00 1107+54 } ��104+00 ! tr 103+00 ° SAWCUT 105+00 106+00 107+00 107+54 eo ------- _ - - - 682 -685 68 --- 4 _ 683= - - -.� - - ----------- _ - 680 681= - - ,! '.--- �o�_ ' - - _ - . 681 - - STA: 106+40.00,18.82'R — - JJJ- S - END APER - o N 2 PAVING PLAN VIEW: HIGHWAY 1 ' 700 M cl 0 0 CD m m o - h o r co t I,— M (3) r o Vof o - v, 695 10 o o (5_ 695 w w w w END NB DITCH BO OM ra - EXISTING N HIGHWAY 1 CL GRADE STA: 105+40.00 - LU - U.1 - LU - ELEV:6 183 690 690 a } >.0- -a a CL a a - - - 685 - --- - -- 685 - 90 B - _. ------- ----- --- -------- 680 _°---- 5% m 000% ---4310----------------------- 10; - 680 ------�- -0' 675 675 \.-PROPOSED N DI FCH BOTTO (TYP) 670 roUD o � o 670 a0 O UD o(O CD 9 CD r': co6 00 0 r r- °D co W m co toDO � 00 m m °o co CDr (b Co Co Co CD Co to°D O CO tD CD CD Co CD (0 103+25 104+00 105+00 106+0Q 107+00 107+50 PAVING PROFILE VIEW HIGH\,AIAY 1 V: 1" 1\0�' H: 1" = 30' -- �= uX SI II V �� �1T�T¢ i �f PHptlry W • b H C , 0.+ L w MO 6A W MIM IL•Blo.,& tIL•Ce MIL @ B -H9 n , M99 B Vp B QN; kMH C6 , b H 6IA5 d1M 95M11iaAB•Fex dfe)361-6821 ➢ftPbN BY CEh pPTE 06-1)-2)19 JOHVS[IN COUNTY 0.ECi N NeER 112327-1 HIGHWAY PAVING PLAN AND PROFILE STA 1a3+5p-1W+5q SHEET w i➢TRL ST.EETs crleceEn nr: z ➢arE: osv- ♦wx(TE cre ee,ewoNeuiNo BEGIN PROJECT, - \ I 'STA 121+07.08 --------687— B -- �� -_— '--- 687 — 686--- T- �-----_-- 685 -- _ --- - nG4E yl FFoT �- I - - - - - �- ew 6 - _ - 95 ROW'- — - - _ 121+00 % / f 12 + ILE RAO CATION 12 aN 5+00 \ f_ CAP END -1 X700 x-698 - - - -_697-- OF SO STA 121+27.06 _ _ ,,BE IN PAVING - `- l• -p- H I RIM =893.48 � 888.73 = IE 18•' RCP (N) PAVING PLAN VIEW: MOSS RIDGE ROAD o 00. --- ----. --.-- ---.- ----. ----- to N N O) + (D N uj W J STA 124+70 ± C w BEGIN PAVING> SETTLEMENT PLATE #1 STA: 121+27.06 -- - a (STD RD PLAN EW -212) a ELEV' 698 95 700 695 690 685 680 700 695 690 685 4680 Ir 0) 121+00 122+00 123+00 124+00 125+00 125+50 PAVING PROFILE VIEW: MOSS RIDGE ROAD PROPO ED nAEE: os-.]-EHIe xeE rvune.n �DHNSDN CDJNTY 112327-i . .. ARC allEti'JRE.Fx Oix EE RIXG Wm IL`DbaR"q L,CH MIL (3H).'1.W`-3WD`Fyt(310 M-0921 � CVECxED HY: tF.0 M'E: [6-;]-201a E01 1 GRADE (TYP) .. ---- - , cp- -- - \,: EXISTING - --.------� w. - GRADE - n N MLD r- N o (O,� CO r n t` M V,,� 0) N p Mi r �' N O W O) OJ N 06 W I co I Ln co r co CD N En V In M V E+j cr W ',,, N CO W N N 0> N c" O�j 0Mj CO d) (O O) t0 CO CO CO (O c0 CO tf1 10 cD (fl (0 (0 �,,'. (0 (0 ( (O � (o (fl I (D .� 700 695 690 685 4680 Ir 0) 121+00 122+00 123+00 124+00 125+00 125+50 PAVING PROFILE VIEW: MOSS RIDGE ROAD SI..11Ve- [A1" P Ry CBEar Rapft'A ` b C4,, A • De emtr A SMreYa�wry. 1.. 2 U N.. G1Ra Ivnn City. Iwm 6820.5 OeAvx er n*. nAEE: os-.]-EHIe xeE rvune.n �DHNSDN CDJNTY 112327-i s0 ]HEEL MOSS RIDGE ROAD PAVING PIAN AND PROFILE STA: 121+00-125+25 xH I sxEcis ARC allEti'JRE.Fx Oix EE RIXG Wm IL`DbaR"q L,CH MIL (3H).'1.W`-3WD`Fyt(310 M-0921 � CVECxED HY: tF.0 M'E: [6-;]-201a E01 1 V � \ 680-1 ! ♦ —T G.E. 125+00 1 N P R. O W 1721. 0 7 —1 PROFILE GRADE LOCTION 6 75I / ! — — / �r 690 / / 690 / t J =CAL£ PAVING PLAN VIEW: MOSS RIDGE ROAD 700 700 -- pa F:.. _ _- 695 695 1.75% —-------- _. _ PROPOS D(L = =— ° 1.0310 GRADE ( P) ---- 690 690 685685 PVI TA: 125+25.0 r = PVI LEV:692.00 .. EXISTING / `\ RADE TYP 680 680 �. 675 675 `� . ..... ... ... -------- . 670 N O M V O OO (0 M W N tC7 h n V O V co N N h N Lo CO °D O M V OO O N (D O 0670 M (V O tV M N y. o CV 00 O) L O OD V � W) N M W CO (0 6j O d' OJ O r 6j O W m 00 M W 1• r W N I.,, 0� N h O O O COO co p) O (0 Q) (D p> CO O W O h O CO O O O N coD.j CO O OJ O CD CO O (o 00 °D (o 00 co eo CO P` � C6 O W DD r - co Ln (o co co (o 10 (D CD co CO (0 0 eD (0 to 0 c0 (0 125+25 126+00 127+00 128+00 129+00 129+75 PAVING PROFILE VIEW: MOSS RIDGE ROAD V. 1" = 10' H: 1" = 30' ��-- � Camr fmglpw•�onn Cip.w•oea Moreaw •aCNIiE[TuaeeervGLNeeaLrvo MO IL I°Walip IL, Cht qIL Srive-Neday. kle 2e3a Hond�te vrne. wwa cny, kme saes pt9)95630M• F p 3508991 DRAWN BY, AT' DATES az-n-zona JPNSON C❑UNTY PROJECL N'JY3£R 112327-1 MOSS RIDGE ROAD PAVING PLAN AND PROFILE STA:125+25-129+50 SHEET N°. 02 IDTPL SHEETS CHEIXED BYE cE.v DAiE� N6 -P -2014E '------_L-_�-LC.Err-'----------q-------- ------------------------ ---------- r „— / � — - ___-- 675 — — * 5 675 — — STA: —' 00, 15.50 L STA: 133+55.00, 2-7 .50' L BEGIN TAPER ND ER c 65 + 685 - - - tr 2+00 � 723+5 _ _ - a - - - - - - - - - OFILE GRADE LOCATION 29 j ,� •. �.. _ � -_ + .- � +0� 133+00-- ___ 1 " -( SETTLEMENT PLATE SETTLEMrEWPLATE #2 -Lo 690 685 680 675 670 665 660 m N h ---- — - -- 686 s8T - _— FF—_--- c- — -� —E— — — - — -- — — — -- — _- = - — — - - 684 -0 140 LF 6" PERF SD AT 1.00% ( EST OF STA 133+00 - SHEET U.07) ` - / 150 LF 6" SOLID WALL DRAIN TILE (STA 133+00 TO 134+50) VIEW: MOSS RIDGE ROAD 129+25 130+00 131+00 PAVING PROFILE VIEW: MOSS RIDGE ROAD SH V LfIAI TLRY :B&i Mp(b.IA I I. Clly, IA"OW MO'VB& V ImSF.ivO!@tlBly. YC 248d NOIIII�W UIVd b.M Clly, bWe N'.20.5 R�AWN BY: BAiE. A0.0 U,S[GiUREni NPIN iEPiNG WM IL•B,ikg IL•Chk PIL (6)956�98M�:ax (d'19I 9518921 CFC.; BBI, jQ 7', COUNTY 132+00 PRO -FC- NUMBER 11232T.1 133+00 MOSS RIDGE ROAD PAVING PLAN AND PROFILE STA'.129+50-133+50 690 685 680 675 670 665 n660 N O00 O 133+75 PR POSED -1.03% GR DE (TYP) - 0.73% i, In co C5 tri co Ci co L6 OD C3 �- _ _ +01 -. EXISTING -M 1.1,.1 > -. W. > ------------ GRADE (TYP) ci LP STA: 131+52.45 _ Um 6 Uw - E m PVI STA: 131+46.00 ur ST 133+25 ± STA 129+65 ± PVI ELEV: 85.60 S TTLEMENT LATE #3 I . TD RD PLA EW -212 (ST RD PLAN EIV -212) _ . K: 42:4 - .� . _..------ . _ _'O _ --- --- -- 75'V 10.0 N O O O O 01 Lo O) O M M m P- En O' O O N cD m 1-- co W O W� 01 N O M O t` N M M W (fl M O O W t0 !� 00 ,,, L() V O ifj V M LD I� W O r C t` 00 � (D 00 r CO C0 (D L() 00 (o LD r- 00 t• ! 00 r O r (D co r co 0 t` co r 00 00 (0 m (D oo (D (0 c0 (D (D (D c0 co 10 (0 (D (D (0 M CD�,,.(D c0 O (O co co O (D O O O co (D t0 (D (0 M (0 129+25 130+00 131+00 PAVING PROFILE VIEW: MOSS RIDGE ROAD SH V LfIAI TLRY :B&i Mp(b.IA I I. Clly, IA"OW MO'VB& V ImSF.ivO!@tlBly. YC 248d NOIIII�W UIVd b.M Clly, bWe N'.20.5 R�AWN BY: BAiE. A0.0 U,S[GiUREni NPIN iEPiNG WM IL•B,ikg IL•Chk PIL (6)956�98M�:ax (d'19I 9518921 CFC.; BBI, jQ 7', COUNTY 132+00 PRO -FC- NUMBER 11232T.1 133+00 MOSS RIDGE ROAD PAVING PLAN AND PROFILE STA'.129+50-133+50 690 685 680 675 670 665 n660 N O00 O 133+75 ----------- --------------------- Ru L - � - STA: 136+62.96, 27.50' L - - / - - R.O.W.- -'--- -_`-- — — 06, BEGIN TAPERi __ --- ---- 680 685 I _ _ STA: 133+55.00, 00, 27.50' LR.O.W. - __ N END TAPER I — —2_ -' - C6Av w +tet �- p u, 137+00 • PROFILE GRADE OCTION- LOCATION- A 133+00 133+DD / 1 � � ��5+00 - a 685 680 - - kr - .. -----T=- - - -�- �_- STA 134+5 0 (r 1 - - - - -L --------- 682.5-IE6"DRAIN (W) - -- I -E- - —�- r TO BE REMOVED BYO ERS ( TYPE'B' CLEAN OUT (24" RCDP - SUDAS 4040.232) WITH TYPE 5 CASTSNr--604) PAVING PLAN VIEW: MOSS RIDGE ROAD �3 o o LO co 700 + LO 695695 - cn PROPOSED rL GRADE (TYR) 690690 73°u -0.60% 685 685 - - ---- 680 680 _ - - _ . _ . EXISTING ------------ -GR DE TYP 675 675 ------ 670 o rn h. h O n M M (h o m m rn N (0 cO LD m co CO r (D m u� M cD ° °o �D70 O U1 d} . to O Ln N ^ ED ti (p Oi 00 h: . O M b' M CO E"1 W lh O CO N I� h r- OISO r,; O V r: O h O t, o 1- r' r` h W h co h t` 00 ~ N W CD CO 00 Dj 00 00 00 CO N co 00 CO CO 00 00 co W [p CO co 00 00 W tD co ED co co fD O O CO (o (C) L4 t0 CO CD (o to (o ID co (p to � t0 (D to E9 (D Cp (D co c4.--Lp C4 (o � C9 co!, 133+25 134+00 135+00 136+00 137+00 137+50 PAVING PROFILE VIEW: MOSS RIDGE ROAD — V: 1" = 10' H: 1" = 30' SHIVC—h lPati�FZY Ca�E Pa bR IA • bxa Cl , W . °BBF W vva,e, lL•eloanYpa, IL TE, IL SHB b bry, ll F 2 Natl pf0 0 g bNO GRy, b 9 M Mg) F. laq)a64-ae'n pRPVN BY: Pil paiE IX. -1]-2114 JOHNSON COUNTY PROJECT NUMBER 1123274 MOSS RIDGE ROAD PAVING PLAN AND PROFILE STR t33+50 -13]+5p EN 4 E.04 S,11 HEEiS �cnEcncp aY.c B�*_ 1s-u-mlo •cenlreeTNae.ervoi NeeslNa G - STA: 141+67.17 END PCC PAVING 666 :C6 / STA STA: 138+98.85, 33.50'L /'END i 141+00 TYPE A-1 OF RUN' p END TAPER X14 +00 CLEANOUT (SURAS 4040.232) ry - \ _ NPROF€LE G LOCATIONI' yq7+00 690 / ' 685 �- y / \ I'STA: 138+95.00, 0 ' _ LEND TAPER 2000 w � f y r STA: 138+05.00,15.501 R {BEGIN O TAPER 5 $ PAVING PLAN VIEW: MOSS RIDGE ROAD 700 END PCC PAVING 700 _ .:5 A. 141+67.1 695 LEV =690.2 695 is PROPOSED - GRA E-(TYP) -9 95% -- -2.000/ 690 690 -060% -•-v,, -. r"' .. -- __. -'-__- _._.. .. _._. 0..00-. ...._._._. __�— --_- ._._... ON_ 685 - -- � o : o v ui +(D -. _.... ,. U) . + - ,- {app"" -- _- LP --- TA: 137+89.8 — --—Lw to o — — _.�— + m .-. _ HP STA: 40+63.08 -q LU 680 co w.e > 5_ PVI' TA; 138+ 5. 0 I{ I� j E GRAB ISTING (TYP) 6i� _ _ PVI STA: 40+50.00 v w 680 PV ELEV 68� 5 I1.> w > DO P VI :62:6 92 w - AD, IQ 55 ) 5 - '- 675 m - K: 40.64 K' 33.96 _ 140 VC 150 VC 670W p O 1•' 00 1.0 (D 00 O (0 O O 10 m In h' h Lo CID '... m fD h O h h r- V CO CA d O O M cD h O h N N c0 (D r (V O (p `N r 7� c O h C) (dO(6 (D r O� O O r 6 N 6 co V r tD r- CO (D h h CO O 06 O O O W (D Op 0000 00 O 00 h O 00 (O m W O O 00 (D 00 CO t0 00co CIDtD co (D O N O CA 00 (fl 0) 00 co 0, 00 co 0, 00' (D O m CD (A 00 c O f O O 00 O (D (D (D (D (D CO (D (D (D (D (D c0 (D to (O (0 t0 CD 137+50 138+00 139+00 140+00 141+00 142+00 PAVING PROFILE VIEW: MOSS RIDGE ROAD SHIVC-� IA9TC-11Y swe.recneeamaiea exiNo c a aaaaa w • mxa cro w • °e wmea MOBre,h•BkomYplan lL•Cniwpo,a ere-HaXm.l a 2930 NpY W e O e b e C . hwa 52TA6 npnWN a . nra UnrE ......zcu Plel awaogo•Fax (aiN ssa-wa CHECKED BY. CEM unrc� 06-11-2011JOHNSON ON�tiTY o [c umeca 11232]-1 MOSS RIDGE ROAD PAVING PLAN AND PROFILE STA'137+50-142+00 ry ra E�6 rmn_ seecrs ti TEMPORARY HMA EXISTING PAVEMENT RAISED MEDIAN EXISTING CURB REMOVE REMOVE EXSTING VARIES CURB ---rte ----1- -�- - PERMANENT DUAL LEFT TURN LANE PAVEMENT ILr�rr1(iTr (%(`l ---- SUBGRADE COMPACTED T 95% STANDARD PROCTOR 12" MODIFIED SUBBASE DENSITY SECTION A -A VIEW _. 5 xuE 1N EIE, _ _ _ ---"" �r REMOVE EXISTING 6" 1' - STANDARD CURB PRIOR TO PLACING KkE IN TE=, TEMPORARY PAVEMENT --�_ +31.90'---- �� 21.97' LT ____ +11.16 687.97 +72.41 18.99' LT — 13,80' LT 688.03 — -- -- -----. - 688.18 _ — _ +18.11_ --- EXST CURB TO REMAIN__----. 18.34' LT 90+00 — - - 71 688.37 I 91+00 u �.. gL _ _-- -- _ \ _____ _ -_ -_ �_ --- 87 7� +QQ - __ _ 8g+q0 A NB PROFILE GRADE LOCATION +78.87 r/ +39.53 13.70' LT NB PROFILE GRADE LOCATION) 9.53' LT 688.24 688.19 SHAPE HMA TO MATCH - --- BACK OF EXISTING CURB AND INTAKE NOTE: NOTE: 6" SLOPED CURB ACROSS NORTHERN LIMITS OF TEMPORARY PAVEMENT FROM STATION TEMPORARY PAVEMENT LIMITS SHALL MATCH EXISTING RAISED MEDIAN AREA ON NORTH 86+39.53 TO STATION 87+18.11 SHALL BE PLACED DURING STAGE 3 CONSTRUCTION. LEG OF MOSS RIDGE ROAD AND HIGHWAY 1 INTERSECTION. i TEMPORARY PAVEMENT: HIGHWAY 1 TEMPORARY PAVEMENT: HIGHWAY 1 i 6" MODIFED SUBBASE COMPACTED TO 95% STANDARD PROCTOR DENSITY SPECIAL SHAPED 3" HMA BASE COURSE_ NOTE: ALL TEMPORARY PAVEMENT SHALL BE PLACED DURING STAGE 1 CONSTRUCTION AND HMA CURB 3" HMA SURFACE COURSE REMOVED FOLLOWING COMPLETION OF STAGE 2 CONSTRUCTION DURING STAGE 3. n CEEM RATE RO%CT NUMBER Cemr riepAie,w•Ivns Clty.w•Dfia Moiedw SMa1@dNy. me 2036 NaWeare oNw lora Cry, Tann 54245 _ os-IT-zme UCHNSON COUNTY 712327-7 TEMPORARY PAVEMENT SHIYCFIATTG-- 2'l BRAWN By ld M L.&�Nv11E• CltlEe9o. lE Y3tl13593999•Fe%(31913549921 CHECKER BY:J BATE 86-1 E -201A SHEET m,, of SHEETS F.01 ARCHITECTURE, E KC INEERINc M x rz AR JS Y' --------------- f (` T IJ Il ' I I 't .��Ny4wl�1 �1 V V" ------ 42.52g+00 _ 126+00igL-1�0-' a \ c _• i ' }( a i _ f „ +-- - ALIGNMENT COORDINATES NAME PT START � STATION PT START PT START Y (Northing) X (Fasting) PT END PT END PT END STATION I Y (Northing) X (Fasting) BEGIN CURVE 1 STATION I BEGIN CURVE � Y (Northing) BEGIN CURVE X (Fasting) PI PI Y (Northing) PIX (Fasting) STATION i END CURVE STATION END CURVE Y (Northing) END CURVE X (Fasting) C2 i I 184.50' 750.00' 5.71 C3 N81 ° 38'46.61 "E 278.24 463.57' 333.00' 100.95 MOif A L1 121+00.00 L 622628.17 2185951,58 8 126+42.27 622628.17 2186493 84 [NE[Kl0 3YC. DATE 06-17-2014 i I C1 I 126+42.27 622628.17 i 2186780.07 127+98,87 i 622628.17 12186650.45 129+46.16 622716.07 2186780.07 L2 129+46.16 622716.07 2186780.07 134+78.46 623014.81 2187220.64 1 C2 1 I 134+78.46 623014.81 2187359.13 135+71.18 623066.84 2187297.38 136+62.96 623136.00 2187359.13 L3136+62-96 I 623136 00 2187359.13 136+64.44 623137.10 2187360.12 I C3 136+64.44 623137.10 2187782.63 1 139+42.69 623344.64 2187545.45 141+28.02 623199.15 2187782.63 L4 141+28.02 623199.15 2187782.63 ! 142+28.48 . 623146.61 12187868.26 M x rz AR JS Y' --------------- f (` T IJ Il ' I I 't .��Ny4wl�1 �1 V V" ------ 42.52g+00 _ 126+00igL-1�0-' a \ c _• i ' }( a i _ f „ +-- - ALIGNMENT CURVE TABLE 7 --- - - - - � NAME oc T I LENGTH RADIUS E Cl N720 55'47.41"E 156.61 I 303.89' 510.00' 23.50 C2 N48° 48' 44.72"E 92.72 184.50' 750.00' 5.71 C3 N81 ° 38'46.61 "E 278.24 463.57' 333.00' 100.95 M x rz AR JS Y' --------------- f (` T IJ Il ' I I 't .��Ny4wl�1 �1 V V" ------ 42.52g+00 _ 126+00igL-1�0-' a \ c _• i ' }( a i _ f „ +-- - - T-- (-- 7 --- - - - - y _ - SHR V r --H t07E:f •C l MOif A I $ WHV", dl[. cW361JaVOp10 Q'M1g.lq\0 CAy. bWd $124$ DR/" pY� Til DPTE. 06-17-20.4 T f C T V C C+E N O I N C k9 1 N 0 MOIM IL - 6bNAilgigt IL - CHCB, , IL [NE[Kl0 3YC. DATE 06-17-2014 JOHNSON COUNTY 1 PROJECT nuneEa 112327-1 y x O O p I- p(, J i Y 7 1 ' r % / I I/ l.EE SI MOSS RIDGE ROAD CL ALIGNMENT GEOMETRY 4ul ALIGNMENT COORDINATES NAME PT START STATION PT START Y (Northing) PT START X (Easting) PT END STATION PT END Y (Northing) PT END X (Easting) BEGIN CURVE STATION BEGIN CURVE Y (Northing) BEGIN CURVEPI X (Easting) STATION PI Y (Northing) PI X (Fasting} END CURVE STATION END CURVE Y (Northing) END CURVE X (Fasting) L5 1083+00.00 622516.34 2187537.36 1086+76.54 622863.83 2187682.41 4.48 C7 N38° 33'21 .05"E 62.97 125.93' 3000.00' 0.66 C8 N380 56'03.31"E C4 358.70' 6500.00' 2.48 C9 N390 05'37.27"E 161.29 1086+76.54 622863.83 2187762.42 1087+67.85 622948.09 2187717.58 1088+58.95 623027.64 2187762.42 C5 1088+58.95 623027.64 2187810.19 1089+06.37 623068.94 2187785.71 1089+53.78 623109.55 2187810.19 C6 1089+53.78 623109.55 2187946.84 1090+72.00 623210.79 2187871.23 1091+89.76 623301.67 2187946.64 C7 1091+89.76 623301.67 2188025.32 1092+52.74 623350.08 2187987.11 1093+15.69 623400.14 2188025.32 C8 1093+15.69 623400.14 2188250.70 1094+95.08 623542.74 2188134.16 1096+74.39 623679.12 2188250.70 Cg 1096+74.39 623679.12 2188454.06 1098+35.68 623801.74 2188355.49 1099+89.78 623929.41 2188454.06 L6 1099+89.78 623929.41 2188454.061107+53.89 624534.22 2188921.04 3+00 1094+00 1095+00 c SH RM--FIA3 ceaa r , w • wnn clrv. w , Bvn Na1-ne w sFireYeBer. � cress rannmm oma cro. w,� sazu oR4 VM JI na,c� oe-v-moo � � enwre, h • BbwAOm e • 01 wu a IB1N 25a.30a0 • Fex lam asn-eszi J64NSON COJNT Y A iIGry1iFLTV11fi eENOIXEf �IXG C"ECNE➢5Y� f£ LPTE� �'v'i]-2011 ALIGNMENT CURVE TABLE NAME 1�c T LENGTH RADIUS E C4 N26° 02' 02.64"E 91.31 182.41' 1547.10' 2.69 C5 N300 14' 56.41"E 47.42 94.83' 3244.98' 0.35 C6 N350 25' 20.18"E 118.22 235.98' 1559.10' 4.48 C7 N38° 33'21 .05"E 62.97 125.93' 3000.00' 0.66 C8 N380 56'03.31"E 179.39 358.70' 6500.00' 2.48 C9 N390 05'37.27"E 161.29 322.52' 6500.00' 2.00 PROJECT MIMH R 112327-1 1096+00 1097+00 1098+00 no 1099+0-^___._, 0 ��:" -- 11 Lt,00 _.. _ HIM 1 SB CONSTRUCTION CL ALIGNMENT GEOMETRY ALIGNMENT COORDINATES I NAME A PT START PT START PT START PT END PT END PT END BEGIN CURVE { BEGIN CURVE BEGIN CURVE PI END CURVE END CURVE I END CURVE NAMEPI STATION II Y (Northing) X (Easting) STATION Y (Northing) X (Easting) STATION { Y (Northing) X (Easting) Y (Northing) STATION I PI X (Easting) STATION Y (Northing) X (Easting) L7 83+00.00 622509.82 2187552.64 85+03.98 622697.38 2187632.79 C10 1 85+03.98 622697.38 2188044.45 89+13.95 1 623074.39 2187793.89 93+19.53 623398.89 2188044.45 l L8 93+19.53 623398 89 L 2188044.45 107+53.89 624534.22 2188921.04 v I I NAME A '� /� c •ice: �- E C10 N30 -24'17.96'E 409.98 815.56' 3214.98' 26.04 _= CD SHIV[i~.477'2f'Y A AC H ITf[101 F - f W.I. E[c i Ha ALIGNMENT CURVE TABLE I NAME A T LENGTH RADIUS E C10 N30 -24'17.96'E 409.98 815.56' 3214.98' 26.04 --90#OQ-- 91+00 92+00CE 93+ 97+pp 98+00 99+00100 0 _ _1—=T _. 101+00 —� — — — _ C r Papa& IA • 1m Chy. IA • Cee Mare& A sl awmy. M mu www 0h5 b Cly, H fl T OaAVN 3Y. AT1 DATE' M06p. L • BYnWgNML IL • Chk6p0. L (am) 96L-'.ptD Fu 06A I �' 1 CHECKEh BY ..EM DPTG JOHNSON COUNTY Mc ZT NJ IPEa 112327--1. HWY t NEI CONSTRUCTION CL ALIGNMENT GEOMETRY Control I Northing Easting Elevation Description Point No. CP -100 623,602.60 2,188,166.33 686.32 Set iron rod with control cap, West side of Hwy 1, South side farm entrance, 2nd CP North of substation CP -101 623,049.06 2,187,749.56 688.40 Set iron rod with control cap, West side of Hwy 1, North of lift station entrance CP -104 622,379.04 2,186,336.51 699.43 Set iron rod with control cap, North of Lot 3 entrance. 16' West of Lot 3 sign, 5' North of light pole. Set 12" spike West side of Loop Rd at North side lot CP -105 622,668.22 2,186,797.52' 685.82 entrance. 6' West of ACC edge, 27' North of Speed Limit sign. \ \ \ JUILMDN COUNTY CONTROL POINTS IL Bbwrk� IL PROPERTY OWNERS: 1) NCS Pearson Inc 5601 Green Valley Dr Bloomington, MN 55437 2) Sladek Land #2 LLC 6680 Taft Ave SE Iowa City, IA 52240 TEMPORARY 3) Moss, Stephen A; Moss, David G CONSTRUCTION 3354 Kenruth OF NE EASEMENT (T.C.E.) Iowa City. IA 52240 4) Fuhrmeister, Leo H; Fuhrmeister, Deanna M E 3292 Highway 1 NE p Iowa City, IA 52240 oo/ TEMPORARY O CONSTRUCTION / EASEMENT (T.C.E.) QUARTER SECTION LINE / STORM SEWER AND DRAINAGE �-------- -�q.01 /cox EASEMENT STORM SEWER AND DRAINAGE/ _ _ 140+0p / = - EASEMENT / w k v o �LL'-; C.3=." STORM SEWER r EASEMENT�� MID-SECTION LINES /i / - --- - --- --- - / . / / _ - / j ! SANITARY SEWER -R.O.W, EASEMENT --TEMPORARY - - - - -- TEMPORARY CONSTRUCTION EASEMENT FOR PARKING LOT STORMINTAKE �o i 0 RIGHT OF WAY PLAN VIEW (FOR INFORMATION ONLY) SHVC-w.JA77-Ry C9t,H,ll YA•—City.K•C MOF W I $kBatlery.ID41894W119WR B.IXBCfty.bW6$SS DRA4NBY' D1< OJECiNIIMpF MGNne, IL ObartMiat ll • CFka IL M) 354-9040 Fex 131913549921 .I� NSpN CLIUN TTY ----- 712327-i ftIGFR OF WAY INFORMATION AP<YI?ECIV PE.E NGIHEEPING 94 j CHECKEp 4Yi CE'! ➢NtE• Df -IJ -2]I< H_01 108-23A TRAFFIC CONTROL PLAN STAGING NOTES oaaioe � GENERAL NOTES HIGHWAY 1 1. ONLY MAJOR STAGES OF CONSTRUCTION ARE SHOWN IN THE STAGING AND TRAFFIC ¢¢ {{� wwqq 1. THE WORK ALONG HIGHWAY 1 SHALL BE SPLIT INTO 5 STAGES, STAGES 1At1B THROUGH STAGE CONSIST OF ALL WORK ALONG HIGH1a ODItJQ THE MOSS CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING DETAILED TRAFFIC ii�tAYj,ANCE RIDGE ROAD INTERSECTION PAVING BACK TO STATION 141+00±. CONTROL PLANS FOR ANY OTHER STAGES THAT MAY BE REQUIRED. CHANGES TO THE STAGING PLAN MUST BE APPROVED BY THE ENGINEER. 2. WORK OCCURRING DURING 2014 ON HIGHWAY 1 SHALL INCLUDE STAGE 1A AND THE FOLLOWING COMPONENTS: 14 C ! 3 p �1 2. TRAFFIC CONTROL ON THIS PROJECT SHALL BE IN ACCORDANCE WITH SPECIFIC LAYOUTS 2.A. BOX CULVERT EXTENSION AT STATION 1087+00 (INCLUDING GRADING, SUBDRAIN EXTENSIONS AND REVETMENT); SHOWN ON THESE PLANS. TRAFFIC CONTROL DEVICES, PROCEDURES, AND LAYOUTS 2.B. EAST SIDE PAVEMENT WIDENING (STA 93+40 TO 106+40; STAGE 1A), REFER TO SHEET J.02 FOR FULL WORK DESCRIPTION; f+�'j i E SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). % 2.0. COMPLETION OF SHOP DRAWING PROCESS TO FACILITATE ORDERING OF TRAFFIC SIGNALIZATION AND INTERCONNECT COMPO�}E��JYS; r/{�� 1- 17 10 2.D. TEMPORARY SEEDING AND EROSION CONTROL FOR DISTURBED AREAS OUTSIDE OF STAGE 1A WORK. I o . • , V I. 3. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR. 3. AT THE CONCLUSION OF STAGE 1A AND PRIOR TO WINTER SHUTDOWN ALL TEMPORARY TRAFFIC CONTROL ALONG HIGHWAY 1 SHALL BE REMOVED. STAGE 1B THROUGH STAGE 4 SHALL BE COMPLETED IN 2015. 4. ALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY SYMBOLS SHALL BE REMOVABLE MARKING TAPE EXCEPT AS NOTED IN POST STAGE 1A ON SHEETJ.07. 4. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC (MINIMUM LANE WIDTH = 11 FEET) FROM SAM TO 7PM DURING ALL STAGES OF THE PROJECT. REDUCING TRAFFIC TO ONE LANE MAY ONLY OCCUR DURING STAGE 4 NIGHTTIME HOURS: 5. ALL PERMANENT SIGNING AND STRIPING SHALL BE PLACED BEFORE ROADWAYS ARE OPEN TO TRAFFIC, UNLESS OTHERWISE NOTED. DAYTIME CONSTRUCTION HOURS: 6AM TO 7PM TWO-WAY TRAFFIC REQUIRED NIGHTTIME CONSTRUCTION HOURS: - 7PM TO SAM ALTERNATING ONE-WAY TRAFFIC ALLOWED (STAGE 4 ONLY) 6. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL BUSINESSES AND RESIDENCES AT ALL TIMES DURING CONSTRUCTION. 5. EXCEPT FOR SUCH WORK AS MAY BE REQUIRED TO PROPERLY MAINTAIN LIGHTS AND BARRICADES, NO HIGHWAY 1 WORK WILL BE PERMITTED ON THE FRIDAY OR SATURDAY OF UNIVERSITY OF IOWA HOME FOOTBALL GAME WEEKENDS WITHOUT APPROVAL OF THE ENGINEER. 7. THE CONTRACTOR SHALL ADD "ROAD WORK AHEAD" SIGNS ON ALL ROADS THAT INTERSECT THE PROJECT. SIGN PLACEMENT SHALL CONFORM TO THE 2009 MANUAL ON UNIFORM 6. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY HMA PAVEMENT ATA MINIMUM DEPTH OF 6-INCHES. REFER TO STAGING NOTES AND STAGING TRAFFIC CONTROL DEVICES (MUTCD) AND THE IOWA DOT STANDARD ROAD PLANS TC PLANS FOR TEMPORARY PAVEMENT LOCATIONS. THIS REQUIREMENT IS APPLICABLE DURING ALL STAGES OF CONSTRUCTION WHERE TEMPORARY HMA PAVEMENT IS SERIES, BEING USED TO CARRY VEHICULAR TRAFFIC, 8. SOME CONSTRUCTION MAY REQUIRE TEMPORARY LANE CLOSURES NOT SHOWN IN THE 7. DROP-OFFS ADJACENT TO TRAFFIC GREATER THAN A NOMINAL 4 INCHES ARE NOT ALLOWED DURING NON-WORKING HOURS. A GRANULAR SHOULDER FILLET SHALL PLANS. REFER TO PART 6 OF THE 2009 MUTCD FOR STANDARD LANE CLOSURE SIGNAGE. BE PLACED AT A WIDTH OF SIX TIMES THE THICKNESS OF THE DROP-OFF 9. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THE 2009 MUTCD, 8. TEMPORARY MODIFICATIONS TO THE TRAFFIC SIGNAL SYSTEM AT HIGHWAY 1 AND NORTHGATE DRIVE WILL BE REQUIRED DURING STAGE 1 B THROUGH STAGE 4 DUE TO THE INSIDE NORTHBOUND THROUGH-LANE BECOMING THE NORTHBOUND LEFT-TURN LANE: 10. ALL TRAFFIC CONTROL DEVICES SHALL BE APPROPRIATELY PLACED IN ACCORDANCE WITH THE 2009 MUTCD. 8.A. THE EXISTING 3-SECTION HEAD OVER THE INSIDE NB THROUGH LANE SHALL BE COVERED AND THE 4-SECTION FLASHING YELLOW ARROW HEAD OVER THE CLOSED EXISTING NB LEFT-TURN LANE SHALL BE MOVED OVER THE TEMPORARY NORTHBOUND LEFT-TURN LANE. 11. THE REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM. S.B. IN ADDITION, VEHICLE DETECTION ZONES SHALL BE ADJUSTED AS NECESSARY TO ACCOMMODATE THE TEMPORARY LEFT-TURN LANE. 12. THE CONTRACTOR SHALL COVERALL CONFLICTING EXISTING SIGNS. B.C. THIS TEMPORARY MODIFICATION SHALL REMAIN IN PLACE THROUGH THE END OF STAGE 4. AT THE CONCLUSION OF STAGE 4 THE TRAFFIC SIGNAL SYSTEM SHALL BE RETURNED TO THE SAME CONFIGURATION PRIOR TO CONSTRUCTION. 13, THE CONTRACTOR SHALL OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS. 9. ALL TEMPORARY MODIFICATIONS TO EXISTING TRAFFIC SIGNAL SYSTEMS SHALL BE COORDINATED WITH CITY OF IOWA STAFF PRIOR TO ANY MODIFICATIONS BEING 14. ALL TEMPORARY PAVEMENT MARKINGS AND SYMBOLS SHALL BE INCIDENTAL TO THE MADE. THIS WORK IS INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM. TRAFFIC CONTROL PAY ITEM. - 10. THE CONTRACTOR SHALL COORDINATE THE COMPLETION OF THE TRAFFIC SIGNAL SYSTEM WITH THE ENGINEER. THE TRAFFIC SIGNAL POLES, MAST ARMS, TRAFFIC 15. REMOVAL OF ALL EXISTING AND TEMPORARY PAVEMENT MARKINGS AND SYMBOLS SHALL SIGNAL HEADS, WIRING, AND SIGNING SHALL NOT BE INSTALLED (OR STORED ON SITE) UNTIL CONSTRUCTION OF MOSS RIDGE ROAD IS SUBSTANTIALLY COMPLETE BE INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM. AND NEARING BEING OPENED TO TRAFFIC IN 2015. THE CONTRACTOR SHALL INSTALL HANDHOLES, CONDUIT, AND TRAFFIC SIGNAL POLE BASES AS NEEDED TO 16. WRITTEN NOTICE SHALL BE PROVIDED TO THE CITY OF IOWA CITY AND THE ENGINEER FACILITATE THE SCHEDULE. PRIOR TO ROADWAY CLOSURES AND TRANSITIONS BETWEEN STAGES. MOSS RIDGE ROAD ADD 17. ROADWAY STATIONING REFERRED TO IN STAGING NOTES IS APPROXIMATE. 11.MOSS RIDGE ROAD CONSTRUCTION WEST OF STATION 141+00+ TO OCCUR CONCURRENTLY WITH STAGE 1A THROUGH STAGE 4. WORK OCCURRING DURING 2014 ON MOSS RIDGE ROAD SHALL INCLUDE THE FOLLOWING COMPONENTS: SANITARY SEWER (ALL WORK ON MS-SHEETS EXCEPT FOR PIPE AND MANHOLES DOWNSTREAM 18. THE SPACING OF ALL SIGNS AND THE DISTANCE BETWEEN SIGNS SHOWN IN THIS PLAN OF NEW SMH #8), EARTHWORK ROUGH GRADING (INCLUDING MOSS RIDGE ROAD SETTLEMENT PLATE INSTALLATION), STORM SEWER, BOX CULVERT PLACEMENT, SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD AND THE IOWA DOT STANDARD ROA TEMPORARY SEEDING AND EROSION CONTROL. THE REMAINDER OF THE WORK SHALL BE COMPLETED IN 2015. ALL FILL MATERIAL SHALL BE BROUGHT ONSITE PRIOR PLANS TC SERIES. IF THE MINIMUM SPACING BETWEEN SIGNS CANNOT BE MAINTAINED, THE TO THE FINAL PAVING ASSOCIATED WITH STAGE 21N ORDER TO KEEP LOADED TRUCKS OFF NEW HIGHWAY 1 PAVEMENT. SIGN LOCATIONS SHALL BE ADJUSTED TO PROVIDE THE LARGEST SPACING AVAILABLE. 12.THE MOSS RIDGE ROAD CONNECTION TO HIGHWAY 1 OCCURS DURING STAGE 2 CONSTRUCTION OPERATIONS. TYPE III BARRICADES WITH "ROAD CLOSED" SIGN ARE 19. THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NON-WORKING TO BE PLACED ALONG HIGHWAY 1 AT COMPLETION OF STAGE 2 (REFER TO SHEET J.11). HOURS SHALL BE AS APPROVED BY THE ENGINEER. 13. NO TRAFFIC CONTROL PROVISIONS ARE REQUIRED ALONG MOSS RIDGE ROAD UNTIL PEARSON DRIVEWAY CONNECTIONS ARE COMPLETE. PLACE TYPE III IT IS NOT THE INTENT TO CONFINE THE CONTRACTORS ACTIVITIES TO THE AREAS OF BARRICADES, "ROAD CLOSED" SIGN (R11-2; 48'x30") AND FENCING ACROSS FULL-WIDTH OF THE DRIVEWAYS UNTIL MOSS RIDGE ROAD HAS BEEN OPENED TO TRAFFIC. SUGGESTED STAGES ALONE. IT IS UNDERSTOOD THAT SOME OF THE VARIOUS STEPS, THOUGH POSSIBLY LISTED IN NUMERICAL ORDER, MAY OCCUR SIMULTANEOUSLY. THE CONTRACTOR MAY 14.TC-273 "CONSTRUCTION SITE ENTRANCE" SHALL REMAIN IN-PLACE DURING THE MOSS RIDGE ROAD CONSTRUCTION. CONDUCT SEVERAL OPERATIONS CONCURRENTLY, PROVIDED THAT TRAFFIC IS MAINTAINED AND APPROVAL HAS BEEN GIVEN BY THE PROJECT ENGINEER. 15. AT THE COMPLETION OF MOSS RIDGE ROAD CONSTRUCTION, PLACE TYPE III BARRICADES ACROSS THE FULL-WIDTH OF THE ROAD WITH "ROAD CLOSED' SIGN AT Q STATION 121+50. THESE BARRICADES AND SIGN TO REMAIN AND BECOME PROPERTY OF CITY OF IOWA CIN UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ADD EXISTING REGULATORY SPEED LIMIT FOR SB TRAVEL WITHIN PROJECT LIMITS IS 45 MPH. EXISTING REGULATORY SPEED LIMIT FOR NB TRAVEL FROM STATION 83 TO STATION 90 IS 45 MPH E PEDESTRIAN PATH CLOSURE (TC-601) AT EACH OF THE THREE MOSS RIDGE ROAD SIDEWALK CONNECTIONS, AND AT HWY 1 SIDEWALK NEAR NORTHGATE AND 55 MPH FROM STATION 90 TO NORTH END OF PROJECT LIMITS. EXISTING ADT IS 8,300, EDR01VVENCE NEW WALKS ARE CONSTRUCTED, SIGNAGE TO REMAIN IN PLACE UNTIL ROADS AND WALKS ARE COMPLETE AND OPEN TO TRAFFIC. SHIVE-IAiTGRY aaar loam„ a • mwn eM. w ore Malres w store-xene7, Inc. x5se NonFya� onra bee el , b. 5s y nasvry ee nen DRLB� es_n�ma _ AMMON COUNTY (eaa�Ecr num -- 11232]-1 STAGING t TRAFFIC CONTROL PLAN eo 3'01 3rOl S9 Ts l , L,,.,,. , p MOI,p, Il • BbpNvpp,l L • C.M1 IL (319j 9563 W0 FBX fT41950.6821 [I ELKE0 3Y Jo LNTE� 36-11-2014 TRAFFIC CONTROL PLAN 100-23A oaol oa STAGING NOTES me-2sn GENERAL NOTES HIGHWAY 1 1. ONLY MAJOR STAGES OF CONSTRUCTION ARE SHOWN IN THE STAGING AND TRAFFIC 1. THE WORK ALONG HIGHWAY 1 SHALL BE SPLIT INTO 5 STAGES. STAGES 1A/1B THROUGH STAGE 4 CONSIST OF ALL WORK ALONG HIGHWAY 1, CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING DETAILED TRAFFIC INCLUDING THE MOSS RIDGE ROAD INTERSECTION PAVING BACK TO STATION 141 +00±. CONTROL PLANS FOR ANY OTHER STAGES THAT MAY BE REQUIRED. CHANGES TO THE STAGING PLAN MUST BE APPROVED BY THE ENGINEER. 2. WORK OCCURRING DURING 2014 ON HIGHWAY 1 SHALL INCLUDE STAGE 1A AND THE FOLLOWING COMPONENTS: 2. TRAFFIC CONTROL ON T PROJECT SHALL BE IN ACCORDANCE WITH SPECIFIC LAYOUTS 2.A. BOX CULVERT EXTENSION AT STATION 1087+00 (INCLUDING GRADING, SUBDRAIN EXTENSIONS AND REVETMENT); SHOWN ON THESE PLANS. FFIC CONTROL DEVICES, PROCEDURES, AND LAYOUTS 2.B. EAST SIDE PAVEMENT WIDENING (STA 93+40 TO 106+40; STAGE 1A), REFER TO SHEET J.02 FOR FULL WORK DESCRIPTION; SHALL BE PER THE MANUAL O [FORM TRAFFIC CONTROL DEVICES (MUTCD). 2.C. COMPLETION OF SHOP DRAWING PROCESS TO FACILITATE ORDERING OF TRAFFIC SIGNALIZATION AND INTERCONN PONENTS; 2.D. TEMPORARY SEEDING AND EROSION CONTROL FOR DISTURBED AREAS OUTSIDE OF STAGE 1A WORK. 3. ALL TRAFFIC CONTROL DEVICES SHALL FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR. 3. AT THE CONCLUSION OF STAGE 1A AND PRIOR TO WINTER SHUTDOWN ALL TEMPORARY TRAFFIC C OL ALONG HIGHWAY 1 SHALL BE REMOVED. STAGE 1 B THROUGH STAGE 4 SHALL BE COMPLETED IN 2015. 4. ALL TEMPORARY PAVEMENT MARKINGS AND TEMPO Y SYMBOLS SHALL BE REMOVABLE MARKING TAPE EXCEPT AS NOTED IN POST STAGE 1A ON ET J.07. 4. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC (MINIMUM LANE WIDTH = 1 T) FROM SAM TO 7PM DURING ALL STAGES OF THE PROJECT. REDUCING TRAFFIC TO ONE LANE MAY ONLY OCCUR DURING STAGE 4 NIGH HOURS: 5. ALL PERMANENT SIGNING AND STRIPING SHALL BE PLACED BEFOR OADWAYS ARE OPEN TO TRAFFIC, UNLESS OTHERWISE NOTED. DAYTIME CONSTRUCTION HOURS: 6AM TO 7PM -WAY TRAFFIC REQUIRED NIGHTTIME CONSTRUCTION HOURS: 7PM TO SAM ALTERNATING ONE-WAY TRAFFIC ALLOWED (STAGE 4 ONLY) 6. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL BUSINESSES AND RESIDENC T ALL TIMES DURING CONSTRUCTION. 5. EXCEPT FOR SUCH WORK AS MAY BE REQUIRED TOP ERLY MAINTAIN LIGHTS AND BARRICADES, NO HIGHWAY 1 WORK WILL BE PERMITTED ON THE FRIDAY OR SATURDAY OF UNIVERSITY OF I HOME FOOTBALL GAME WEEKENDS WITHOUT APPROVAL OF THE ENGINEER. 7. THE CONTRACTOR SHALL ADD "ROAD WORK AHEAD" SIGNS ON ALL ROADS THAT INTERSECT THE PROJECT. SIGN PLACEMENT SHALL CONFORM TO THE 2009 MANUAL ON UNIFORM 6. THE CONTRACTOR SHALL CONSTRUCT MAINTAIN TEMPORARY HMA PAVEMENT AT A MINIMUM DEPTH OF 6-INCHES. REFER TO STAGING NOTES TRAFFIC CONTROL DEVICES (MUTCD) AND THE IOWA DOT STANDARD ROAD PLANS TC AND STAGING PLANS FOR TEMPO PAVEMENT LOCATIONS. THIS REQUIREMENT IS APPLICABLE DURING ALL STAGES OF CONSTRUCTION WHERE SERIES. TEMPORARY HMA PAVEMENT I ING USED TO CARRY VEHICULAR TRAFFIC. 8. SOME CONSTRUCTION MAY REQUIRE TEMPORARY LANE CLOSURES NOT SHOWN IN THE T DR -OFFS ADJACEN TRAFFIC GREATER THAN A NOMINAL 4 INCHES ARE NOT ALLOWED DURING NON-WORKING HOURS. A GRANULAR PLANS. REFER TO PART 6 OF THE 2009 MUTCD FOR STANDARD LANE CLOSURE SIGNAGE. SHOUL FILLET ALL BE PLACED AT A WIDTH OF SIX TIMES THE THICKNESS OF THE DROP-OFF 9. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THE 2009 MUTCD. 8. TEMPO y IFICATIONS TO THE TRAFFIC SIGNAL SYSTEM AT HIGHWAY 1 AND NORTHGATE DRIVE WILL BE REQUIRED DURING STAGE 1B ,THR H STAGE E TO THE INSIDE NORTHBOUND THROUGH-LANE BECOMING THE NORTHBOUND LEFT-TURN LANE: 10, ALL TRAFFIC CONTROL DEVICES SHALL BE APPROPRIATELY PLACED IN ACCORDANCE WITH THE 2009 MUTCD. A. THE EXISTING 3-SECT HEAD OVER THE INSIDE NB THROUGH LANE SHALL BE COVERED AND THE 4-SECTION FLASHING YELLOW ARROW HEAD OVER THE CLOSED EXIST NB LEFT-TURN LANE SHALL BE MOVED OVER THE TEMPORARY NORTHBOUND LEFT-TURN LANE. 11, THE REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM. B.B. IN ADDITION, VEHICLE DETECTIO ONES SHALL BE ADJUSTED AS NECESSARY TO ACCOMMODATE THE TEMPORARY LEFT-TURN LANE. 12, THE CONTRACTOR SHALL COVERALL CONFLICTING EXISTING SIGNS. S.C. THIS TEMPORARY MODIFICATION SHALL MAIN IN PLACE THROUGH THE END OF STAGE 4. AT THE CONCLUSION OF STAGE 4 THE TRAFFIC SIGNAL SYSTEM SHALL BE RETURNED TOT SAME CONFIGURATION PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR SHALL OBLITERATE ALL CONFLICTING PAVEMENT MARKIN 9. ALL TEMPORARY MODIFICATIONS TO EXISTING TRAFFI IGNAL SYSTEMS SHALL BE COORDINATED WITH CITY OF IOWA STAFF PRIOR TO ANY 14. ALL TEMPORARY PAVEMENT MARKINGS AND SYMBOLS SHALL BE [NCID AL TO THE MODIFICATIONS BEING MADE. THIS WORK IS INCIDENTAL THE TRAFFIC CONTROL PAY ITEM. TRAFFIC CONTROL PAY ITEM. 10. THE CONTRACTOR SHALL COORDINATE THE COMPLETION OF TH RAFFIC SIGNAL SYSTEM WITH THE ENGINEER. THE TRAFFIC SIGNAL POLES, MAST 15. REMOVAL OF ALL EXISTING AND TEMPORARY PAVEMENT MAR GS AND SYMBOLS SHALL ARMS, TRAFFIC SIGNAL HEADS, WIRING, AND SIGNING SHALL NOT B STALLED (OR STORED ON SITE) UNTIL CONSTRUCTION OF MOSS^RIDGE ROAD BE INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM. IS SUBSTANTIALLY COMPLETE AND NEARING BEING OPENED TO TRAFFI N 2015. THE CONTRACTOR SHALL INSTALL HANDHPLES, C6V_bUIT, AND TRAFFIC SIGNAL POLE BASES AS NEEDED TO FACILITATE THE SCHEDULE. 16. WRITTEN NOTICE SHALL BE PROVIDED TO THE CITY IOWA CITY AND THE ENGINEER PRIOR TO ROADWAY CLOSURES AND TRANSITION ETWEEN STAGES. MOSS RIDGE ROAD 17. ROADWAY STATIONING REFERRED TO IN ST ING NOTES IS APPROXIMATE. 11. MOSS RIDGE ROAD CONSTRUCTION WEST OF STATION 141+OO±TO OCCUR CONCURR LY WITH STAGE 1A THROUGH STAG0QVOWOCCLHRRING DURING 2014 ON MOSS RIDGE ROAD SHALL INCLUDE THE FOLLOWING COMPONENTS: SA ARY SEWER, EARTHWORK ROUGH;GRADINE, ST 18. THE SPACING OF ALL SIGNS AND THE TANCE BETWEEN SIGNS SHOWN IN THIS PLAN SEWER, BOX CULVERT PLACEMENT, TEMPORARY SEEDING AND EROSION CONTROL. THE R INDER OF THE WORK SHALL BE O,6MPLBTED I 15. SHALL MEET THE REQUIREMENTS HE 2009 MUTCD AND THE IOWA DOT STANDARD ROAD ALL FILL MATERIAL SHALL BE BROUGHT ONSITE PRIOR TO THE FINAL PAVING ASSOCIATED WIT TAGE 2 IN ORDER TO KEEP LOADEI?„ RUCKS SqPO PLANS TC SERIES. IF THE MINIMU,!�SPACING BETWEEN SIGNS CANNOT BE MAINTAINED, THE NEW HIGHWAY 1 PAVEMENT. '• SIGN LOCATIONS SHALL BE ADJUSTED TO PROVIDE THE LARGEST SPACING AVAILABLE. fV ! LOCATION FOR OF EQUIPMENT 12.THE MOSS RIDGE ROAD CONNECTION TO HIGHWAY 1 OCCURS DURING STAGE 2 CONSTRUCTION OPE IONS. TYPE III BARRICADES-WITH "ROAD 19. THE STORAfGE BY THE CONTRACTOR DURING NON-WORKING CLOSED" SIGN ARE TO BE PLACED ALONG HIGHWAY 1 AT COMPLETION OF STAGE 2 (REFER TO SHEET J.1 HOURS SHALL BE AS ROVED BY THE ENGINEER. 13.NO TRAFFIC CONTROL PROVISIONS ARE REQUIRED ALONG MOSS RIDGE ROAD UNTIL THE PEARSON DRIVEWA ONNECTIONS ARE COMPLETED. IT IS NOT THE INTENT T CONFINE THE CONTRACTOR'S ACTIVITIES TO THE AREAS OF PLACE TYPE III BARRICADES, "ROAD CLOSED" SIGN (R11-2; 48N30") AND FENCING ACROSS THE FULL-WIDTH OF TH RIVEWAYS UNTIL MOSS RIDGE SUGGESTED STAGESrALONE. IT IS UNDERSTOOD THAT SOME OF THE VARIOUS STEPS, THOUGH ROAD HAS BEEN OPENED TO TRAFFIC, POSSIBLY LISTED IN NUMERICAL ORDER, MAY OCCUR SIMULTANEOUSLY. THE CONTRACTOR MAY CONDUCT SEVERAL OPERATIONS CONCURRENTLY, PROVIDED THAT TRAFFIC IS MAINTAINED AND 14.TC-273 "CONSTRUCTION SITE ENTRANCE" SHALL REMAIN IN-PLACE DURING THE MOSS RIDGE ROAD CONSTRUCTION. APPROVAL HAS BEEN GIVEN BY THE PROJECT ENGINEER. 15.AT THE COMPLETION OF MOSS RIDGE ROAD CONSTRUCTION, PLACE TYPE III BARRICADES ACROSS THE FULL-WIDTH OF THE ROA ITH "ROAD EXISTING REGULATORY SPEED LIMIT FOR SB TRAVEL WITHIN PROJECT LIMITS IS 45 MPH, CLOSED" SIGN AT STATION 121+50. THESE BARRICADES AND SIGN ARE TO REMAIN AND BECOME PROPERTY OF THE CITY OF IOWA C UNLESS EXISTING REGULATORY SPEED LIMIT FOR NB TRAVEL FROM STATION 83 TO STATION 90 IS 45 MPH OTHERWISE DIRECTED BY THE ENGINEER, ND 55MPH FROM STATION 90 TO NORTH END OF PROJECT LIMITS. EXISTING ADT IS 8,300. SHIVC!'441 *L �Y CNBffl�tl$U bWBg A`W MO R4K enol�.a`ewwrcram,t lE`arrson iL 6NW HBXm.1G M90 tU jBQW kM2 CN.bH S25 iaroY aso-swo. ien(39) a. u. m ➢RPVN BY CEM BATE 06-11-2014 JOHNSON COUNTY pJECi NUNBER 112327-i STAGING /TRAFFIC CONTROL PLAN ET Nn TO L SIEETs occKEa Br: zn MTC oe- v-zow ave N,tEt ruv E,e NaiNEEviNa SHIVIEE HIATTIrRY [NITE<1V Pf �EXaIXEE0.1Ne HIGHWAY 1 �' NORTHBOUND TRAFFIC IS DIRECTED TO USE THE INSIDE NORTHBOUND THROUGH -LANE IN ADVANCE OF THE HIGHWAY tINORTHGATE DRIVE 6' 12' 10.5' MINIMUM 'i. INTERSECTION. THE OUTSIDE NORTHBOUND THROUGH -LANE SHALL BECOME THE NORTHBOUND RIGHTTURNLANE AND THE EXISTING SHLDR SOUTH BOUND _ _ NORTH BOUND _'. VARIES IN WIDTH _ _ 6 NORTHBOUND RIGHT -TURN LANE SHALL BE CLOSED. PAST THE HIGHWAYi/NORTHGATE DRIVE INTERSECTION THE NORTHBOUND OUTSIDE LANE TRAFFIC LANE TRAFFIC LANE i STAGE 1 WORK AREA SHALL BE CLOSED. -CHANNELIZING DRUM THE NB LANE WIDENING, SHOULDER PAVING, AND MILL AND REPLACE WORK FROM STATION 93,40 TO 106+40 SHALL BE CONSTRUCTED UNDER 0 ry SHIVIEE HIATTIrRY [NITE<1V Pf �EXaIXEE0.1Ne HIGHWAY 1 �' NORTHBOUND TRAFFIC IS DIRECTED TO USE THE INSIDE NORTHBOUND THROUGH -LANE IN ADVANCE OF THE HIGHWAY tINORTHGATE DRIVE 6' 12' 10.5' MINIMUM 'i. INTERSECTION. THE OUTSIDE NORTHBOUND THROUGH -LANE SHALL BECOME THE NORTHBOUND RIGHTTURNLANE AND THE EXISTING SHLDR SOUTH BOUND _ _ NORTH BOUND _'. VARIES IN WIDTH _ _ 6 NORTHBOUND RIGHT -TURN LANE SHALL BE CLOSED. PAST THE HIGHWAYi/NORTHGATE DRIVE INTERSECTION THE NORTHBOUND OUTSIDE LANE TRAFFIC LANE TRAFFIC LANE i STAGE 1 WORK AREA SHALL BE CLOSED. -CHANNELIZING DRUM THE NB LANE WIDENING, SHOULDER PAVING, AND MILL AND REPLACE WORK FROM STATION 93,40 TO 106+40 SHALL BE CONSTRUCTED UNDER TRAFFIC AND REQUIRES CHANNELIZATION DEVICES ALONG THE EAST EDGE OF THE EXISTING NORTHBOUND LANE. WHEN NOT ON SITE, THE MAXIMUM ALLOWABLE DROP-OFF BETWEEN THE HMA SHOULDER AND ROADWAY EDGE IS 4 -INCHES. ---CHANNELIZATION DEVICES SHALL BE PLACED ALONG THE EDGE OF THE EXISTING NORTHBOUND OUTSIDE LANE LINE TO SEPARATE THE � i NORTHBOUND TRAFFIC LANE FROM THE WORK ZONE LOCATED ON THE EASTERN SIDE OF NORTHBOUND TRAFFIC. / EXISTING 2-12'10" PCC WITH 3° HMA IN THIS STAGE, THE EAST SIDE PAVEMENT WIDENING IS COMPLETED, INCLUDING EXISTING SHOULDER REMOVAL, MILLING AND REPLACEMENT OF SURFACE AND 2S' 3' NMA SHOULDERS (NP) j �� HMA SURFACE COURSE, SHOULDER PAVING, DITCH GRADING, HYDRO SEEDING AND BLANKET PLACEMENT, SUBDRAIN OUTLET EXTENSIONS, .. ' CULVERT EXTENSION AT STATION 99+15, GRAVEL DRIVE REPLACEMENT, PROPOSED AND TEMPORARY STRIPING, AND PROPOSED SIGNING MILL AND REPLACE HMA SURFACE COURSE ASSOCIATED WITH THE EXTENDED LANE DROP. HMA PAVEME -- -- AT THE CONCLUSION OF STAGE 1AAND PRIOR TO WINTER SHUTDOWN ALL TEMPORARY TRAFFIC CONTROL ALONG HIGHWAY 1 SHALL BE REMOVED. MODIFIED SUBBASE ------ PERMANENT EDGE LINE STRIPING ALONG NORTHBOUND WIDENING FROM STATION 93+40 TO 106+40 SHALL BE PLACED. TEMPORARY SKIP STRIPING BETWEEN NORTHBOUND LANES FROM 93+10 TO97+20 SHALL BE PLACED. TEMPORARY ARROW MERGE SYMBOLS SHALL BE PLACED ON THE DHMA PAVED SHOULDER ---- - WIDENED PAVEMENT. PROPOSED SIGNING FOR THE WIDENED NORTHBOUND LANES SHALL BE PLACED ON THE EAST SIDE OF THE ROADWAY AS SHOWN ON SHEET J.07 AND IN THEN SHEETS. CONSTRUCTION STAGING TYPICAL SECTION STAGE 1A STANDARD ROAD PLANS 105-4 ! 1a1a11 The 4alirntlfg TC SeoeE Sa-dard Road Plans apay to Traffc COMM work oh this project. NUMBER DATE TITLE TC202 10 'S-13 '.. SHOULDER CLOSURE (ONE LANE) TC -21B 04-16-13 LANE CLOSURE WITH PILOT CAR AND FLAGGER OPERATED SIGNALS TC -233 04-16-13 PAVEMENT MARKING OPERATIONS TWO LANE TC -273 OC -20-1C CONSTRUCTION SITE ENTRANCE �C 419 .0-16-13 5tNECLOSURE ON UNDIVIDED HIGHWAY C fhpldK IA l kM IxiW W • oea MWIeA IA Shire -H ts,.. Ac 11814 NodlI DfN b Cty. IOM 522,5 ., DRAWN BY.. EM DATE. 06-1]-20_9 WIlne. L • BearnaIieA IL • ChloaM IL (5191 a54 -a940 Fex (919)954-6821 N CZu ey. `69 DATE 16 1).RA STAGE 1B NORTHBOUND TRAFFIC IS DIRECTED TO USE THE OUTSIDE NORTHBOUND THROUGH -LANE IN ADVANCE OF THE HIGHWAY 1/NORTHGATE DRIVE INTERSECTION. THE INSIDE NORTHBOUND THROUGH -LANE SHALL BECOME THE NORTHBOUND LEFT -TURN LANE AND THE EXISTING NORTHBOUND LEFT -TURN LANE SHALL BE CLOSED. PAST THE HIGHWAY11NORTHGATE DRIVE INTERSECTION THE NORTHBOUND INSIDE LANE SHALL BE CLOSED.THE TRAFFIC SIGNAL AT HIGHWAY 11NORTHGATE DRIVE MILL REQUIRE TEMPORARY MODIFICATION DUE TO THE INSIDE NORTHBOUND THROUGH -LANE BECOMING THE NORTHBOUND LEFT -TURN LANE. THE EXISTING 3 -SECTION HEAD OVER THE INSIDE NORTHBOUND THROUGH LANE SHALL BE COVERED AND THE 4 -SECTION FLASHING YELLOW ARROW HEAD OVER THE CLOSED EXISTING NORTHBOUND LEFT -TURN LANE SHALL BE MOVED OVER THE TEMPORARY NORTHBOUND LEFT -TURN LANE, IN ADDITION, VEHICLE DETECTION ZONES SHALL BE ADJUSTED AS NECESSARY TO ACCOMMODATE THE TEMPORARY LEFT -TURN LANE. THE REMOVAL OF EXISTING PCC MEDIAN (STATION 85+00 TO 89+90 AND STATION 90+30 TO 91+20) AND REPLACEMENT OF PCC -BASE, HMA -SURFACE PAVEMENT, AND SLOPED CURB SHALL BE CONSTRUCTED UNDER TRAFFIC AND REQUIRES CHANNELIZATION DEVICES AT THE EXISTING NS INSIDE LANE CURB LINE AND SB INSIDE LANE CURB LINE. SLOPED CURB ADJACENT TO TEMPORARY PAVEMENT FROM STATION 85+60 TO 87+20 SHALL BE CONSTRUCTED IN STAGE 3. EXISTING PCC MEDIAN FROM STATION 85+60 TO 87+20 AND STATION 90,70 TO 91+20 SHALL BE REMOVED AND REPLACED WITH TEMPORARY HMA PAVEMENT TO BE USED IN STAGE 2. SEE SHEET F.01 FOR DETAILS. THE EXISTING STORM INTAKE AT STATION 87+05 SHALL REMAIN IN PLACE FOR THE DURATION OF STAGE IB CONSTRUCTION. IN THIS STAGE, THE EXISTING 4kAISED PCC -MEDIANS ARE REMOVED WITH THE EXCEPTION OF THE WESTERLY CURB LINE TO BE REMOVED AS PART OF STAGE 2 CONSTRUCTION- =Ra. CI "BMJUHNSUN C9UNTY 1123271 STAGINGITRAFFIC CONTROL PLAN HIGHWAY 1 i 1 12' 12' 6 WROTH SOUTHBOUND NORTHBOUND SHLDR NORKIN WI AREA TRAFFIC LANE TRAFFIC LANE TEMPORARY4 SOLID WHITE EDGE LINE 1 I 42" CHANNELIZER DRUM ----TEMPORARY 4" DOUBLE �CENTERUNE YELLOW LI I- ___ EXISTING 2-1210PCC WITH 3" HMA \� SURFACE AND 2£'3'HMA SHOULDERS O 1 VARYING WIDTH NB HMA LANE AND 6' PCC PAVFMFNT RASP HMASIiarArPl SHOULDERS CONSTRUCTEDAS PARTOFSTAGEI HMA PAVED SHOULDER, SOUTH OF INTERSECTION. PCC PAVEMENT BASE, HMA -SURFACE SHOULDER NORTH OF INTERSECTION CONSTRUCTION STAGING TYPICAL SECTION STAGE 2 HIGHWAYI i 12' VARIES IN 12' 6' SOUTHBOUND I....... WIDTH NORTHBOUND SHLDR TRAFFIC LANE II'''I STAGE TRAFFIC LANE WORKAREA T __ - - - 42" CHANNELIZER I - - - 42" CHANNELIZER DRUM __-__',,. MILL AND REPLACE HMA -SURFACE COURSE CONSTRUCTION STAGING TYPICAL SECTION STAGE 3 HIVC!-!:z? i i s vY MPM A' w CRY. w • o � A sme nX ren. IIA. z Nw WW oma b. an, o»s szzm MAV'" C� m,E: CXlif Ctu o E. f ry 0. ueev�xo Wfim IL`15v ip L•C*W, IL 13191981 BOW I ft DV)%gE c11ECXEB BY: mX BSTl: JOHNSON COUNTY STAGE 2 SOUTHBOUND TRAFFIC SHALL BE SHIFTED TO THE EASTERLY SIDE OF THE EXISTING ROADWAY CENTERLINE AT THE NORTH END OF THE PROJECT LIMITS. THE SOUTHBOUND TRAFFIC WILL USE THE INSIDE NORTHBOUND TRAVEL LANE AND THE NORTHBOUND TRAFFIC WILL USE THE OUTSIDE NORTHBOUND TRAVEL LANE. SOUTHBOUND TRAFFIC WILL SHIFT BACK TO THE WESTERLY SIDE OF THE EXISTING ROADWAY CENTERLINE AT THE SOUTH END OF THE PROJECT LIMITS. THE EXISTING PCC MEDIAN WILL BE CROSSED USING TEMPORARY HMA PAVING PLACED AS PART OF STAGE 1 CONSTRUCTION. THE EXISTING CURB INTAKE ON THE WEST SIDE OF THE EXISTING PGC MEDIAN SHALL REMAIN IN PLACE AND BE DELINEATED FOR THE DURATION OF STAGE 2 CONSTRUCTION. NORTHBOUND TRAFFIC IS DIRECTED TO USE THE OUTSIDE NORTHBOUND THROUGH -LANE IN ADVANCE OF THE HIGHWAY 1/NORTHGATE DRIVE INTERSECTION. THE INSIDE NORTHBOUND THROUGH -LANE SHALL BECOME THE NORTHBOUND LEFTTURNLANE AND THE EXISTING NORTHBOUND LEFT -TURN LANE SHALL BE CLOSED. PAST THE E DRIVE WILL REQUIRE DRIVE INTERSECTION THE NORTHBOUND INSIDE LANE SHALL BE CLOSED. THE TRAFFIC SIGNAL AT HIGHWAY 1/NORTHGATE DRIVE WILL REQUIRE TEMPORARY MODIFICATION DUE TO THE INSIDE NORTHBOUND THROUGH -LANE BECOMING THE NORTHBOUND LEFTTURNLANE. THE EXISTING 3 -SECTION HEAD OVER THE INSIDE NORTHBOUND THROUGH LANE SHALL BE COVERED AND THE FSECTION FLASHING YELLOW ARROW HEAD OVER THE CLOSED EXISTING NORTHBOUND LEFT -TURN LANE SHALL BE MOVED OVER THE TEMPORARY NORTHBOUND LEFT -TURN LANE. IN ADDITION, VEHICLE DETECTION ZONES SHALL BE ADJUSTED AS NECESSARY TO ACCOMMODATE THE TEMPORARY LEFT -TURN LANE. TEMPORARY DOUBLE YELLOW SOLID LINES WILL SEPARATE THE OPPOSING LANES OF TRAFFIC BETWEEN STATION 93+40AND 106+40. TEMPORARY STRIPING PLACED DURING STAGE 1 SHALL BE REMOVED PRIOR TO PLACEMENT OF STAGE 2 TEMPORARY STRIPING. TEMPORARY STRIPING PLACEMENT AND REMOVAL SHALL BE COMPLETED USING TC -233. THE WORK ZONE FOR STAGE 2 WILL CONSIST OF ALL SOUTHBOUND WIDENING WORK WEST OF SAWCUT LINE ALONG THE WESTERN EDGE OF THE EXISTING SOUTHBOUND TRAVEL LANE. ALL FILL MATERIAL NECESSARY FOR THE CONSTRUCTION OF MOSS RIDGE ROAD SHALL BE BROUGHT ONSITE PRIOR TO THE FINAL PAVING ASSOCIATED HATH STAGE 2 IN ORDER TO KEEP LOADED TRUCKS OFF NEW PAVEMENT. IN THIS STAGE, THE WEST SIDE PAVEMENT WBENING IS COMPLETED, SO BDRAIN OUTLETS EXTENDED, NORTH MEDIAN TRENCH DRAIN CULVERT OUTLET INSTALLED, CULVERTS EXTENDED AND SHOULDERS PAVED. SANITARY SEWER, WATER MAIN, SIDEWALK, LIFT STATION ACCESS, AND PORTIONS OF THE TRAFFIC SIGNAL17ATION/INTERCONNECT ALONG HIGHWAY 1 WILL BE CONSTRUCTED. THE TRENCH DRAIN CULVERT OUTLET SHALL BE TEMPORARILY PLUGGED PRIOR TO CONNECTION TO THE TRENCH DRAIN IN STAGE 3. NO ADDITIONAL MEASUREMENT OR PAYMENT WILL BE MADE FOR PLUG. MOSS RIDGE ROAD INTERSECTION PAVING TO STATION 141+001 WILL BE CONSTRUCTED TO FINISH ELEVATION DURING THIS STAGE. LANE LINE STRIPING ALONG SOUTHBOUND WIDENING SHALL BE PLACED. NO TURN LANE SYMBOLS SHALL BE PLACED AS PART OF STAGE 2 CONSTRUCTION. STAGE 3 FOLLOWING COMPLETION OF STAGE 2, SOUTHBOUND TRAFFIC WILL BE SHIFTED TO THE WESTERLY SIDE OF CENTERLINE ONTO THE STAGE 2 CONSTRUCTED IMPROVEMENTS. CHANNELIZATIONS DEVICES SHALL BE PLACED ON THE EASTERLY SIDE OF SOUTHBOUND TRAFFIC. NORTHBOUND TRAFFIC WILL BE THE SAME AS STAGE 2 WITH TRAFFIC DIRECTED TO USE THE OUTSIDE NORTHBOUND THROUGH -LANE IN ADVANCE OF THE HIGHWAY 1MORTHGATE DRIVE INTERSECTION. THE INSIDE NORTHBOUND THROUGH -LANE WLL REMAIN THE NORTHBOUND LEFT -TURN LANE AND THE EXISTING NORTHBOUND LEFT -TURN LANE WILL REMAIN CLOSED. PAST THE HIGHWAY11NORTHGATE DRIVE INTERSECTION THE NORTHBOUND INSIDE LANE WILL REMAIN CLOSED. THE TEMPORARY TRAFFIC SIGNAL MODIFICATIONS AT HIGHWAY IINORTHGATE DRIVE WILL REMAIN IN PLACE WTH THE EXISTING 3 -SECTION HEAD OVER THE INSIDE NORTHBOUND THROUGH LANE COVERED AND THE 4 -SECTION FLASHING YELLOW ARROWHEAD MOVED OVER THE TEMPORARY NORTHBOUND LEFT -TURN LANE. ADJUSTED VEHICLE DETECTION ZONES SHALL REMAIN TO ACCOMMODATE THE TEMPORARY LEFT -TURN LANE. CHANNELIZATION DEVICES SHALL BE PLACED ON THE WESTERLY SIDE OF NORTHBOUND TRAFFIC. IN THIS STAGE, THE HMA -SURFACE COURSE WILL BE MILLED AND REPLACED FROM STATION 89+50 TO 93+50 AND PCC MEDIAN WILL BE CONSTRUCTED ON THE NORTH LEG OF THE MOSS RIDGE ROAD INTERSECTION. TRENCH DRAIN IN CURB AND GUTTER TO BE INSTALLED AND CONNECTED TO TRENCH DRAIN CULVERT OUTLET INSTALLED IN STAGE 2. TEMPORARY PAVEMENT BETWEEN STATION 85-60 AND 87120 SHALL BE REMOVED AND PCC CURB AND MEDIAN SHALL BE CONSTRUCTED ALONG THESE LIMITS. INTAKE AT STATION 87+05 SHALL BE REMOVED AND REPLACED. LANE STRIPING AND SYMBOLS SHALL BE PLACED WITHIN THE STAGE 3 CONSTRUCTION LIMITS. PROiELi IWBER 112327-1 STAGINGtTRAFFIC CONTROL PLAN TO ry c� cn N STAGE 3 FOLLOWING COMPLETION OF STAGE 2, SOUTHBOUND TRAFFIC WILL BE SHIFTED TO THE WESTERLY SIDE OF CENTERLINE ONTO THE STAGE 2 CONSTRUCTED IMPROVEMENTS. CHANNELIZATIONS DEVICES SHALL BE PLACED ON THE EASTERLY SIDE OF SOUTHBOUND TRAFFIC. NORTHBOUND TRAFFIC WILL BE THE SAME AS STAGE 2 WITH TRAFFIC DIRECTED TO USE THE OUTSIDE NORTHBOUND THROUGH -LANE IN ADVANCE OF THE HIGHWAY 1MORTHGATE DRIVE INTERSECTION. THE INSIDE NORTHBOUND THROUGH -LANE WLL REMAIN THE NORTHBOUND LEFT -TURN LANE AND THE EXISTING NORTHBOUND LEFT -TURN LANE WILL REMAIN CLOSED. PAST THE HIGHWAY11NORTHGATE DRIVE INTERSECTION THE NORTHBOUND INSIDE LANE WILL REMAIN CLOSED. THE TEMPORARY TRAFFIC SIGNAL MODIFICATIONS AT HIGHWAY IINORTHGATE DRIVE WILL REMAIN IN PLACE WTH THE EXISTING 3 -SECTION HEAD OVER THE INSIDE NORTHBOUND THROUGH LANE COVERED AND THE 4 -SECTION FLASHING YELLOW ARROWHEAD MOVED OVER THE TEMPORARY NORTHBOUND LEFT -TURN LANE. ADJUSTED VEHICLE DETECTION ZONES SHALL REMAIN TO ACCOMMODATE THE TEMPORARY LEFT -TURN LANE. CHANNELIZATION DEVICES SHALL BE PLACED ON THE WESTERLY SIDE OF NORTHBOUND TRAFFIC. IN THIS STAGE, THE HMA -SURFACE COURSE WILL BE MILLED AND REPLACED FROM STATION 89+50 TO 93+50 AND PCC MEDIAN WILL BE CONSTRUCTED ON THE NORTH LEG OF THE MOSS RIDGE ROAD INTERSECTION. TRENCH DRAIN IN CURB AND GUTTER TO BE INSTALLED AND CONNECTED TO TRENCH DRAIN CULVERT OUTLET INSTALLED IN STAGE 2. TEMPORARY PAVEMENT BETWEEN STATION 85-60 AND 87120 SHALL BE REMOVED AND PCC CURB AND MEDIAN SHALL BE CONSTRUCTED ALONG THESE LIMITS. INTAKE AT STATION 87+05 SHALL BE REMOVED AND REPLACED. LANE STRIPING AND SYMBOLS SHALL BE PLACED WITHIN THE STAGE 3 CONSTRUCTION LIMITS. PROiELi IWBER 112327-1 STAGINGtTRAFFIC CONTROL PLAN TO STAGE 4 NORTHBOUND AND SOUTHBOUND TRAFFIC WILL REQUIRE A LANE CLOSURE HATH PILOT CAR AND FLAGGER OPERATED SIGNALS USING A PILOT CARPER TC -218. THE FLAGGER STATION SHALL BE LIT AT NIGHT PER THE REQUIREMENTS OF CHAPTER BE OF THE MUTCD AND SECTION 2528 OF THE IOWA DOT STANDARD SPECIFICATIONS. CONSTRUCTION REQUIRING THIS OPERATION SHALL BE COMPLETED IN ONE EVENING BETWEEN 7 PM AND 6 AM. CONSTRUCTION OPERATIONS EXCEEDING ONE EVENING REQUIRING THE USE OF TC -218 SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE CITY. NORTHBOUND TRAFFIC WILL BE THE SAME AS STAGE 2 AND 3 WITH TRAFFIC DIRECTED TO USE THE OUTSIDE NORTHBOUND THROUGH -LANE IN ADVANCE OF THE HIGHWAY 1MORTHGATE DRIVE INTERSECTION. THE INSIDE NORTHBOUND THROUGH -LANE WILL REMAIN THE NORTHBOUND LEFT -TURN LANE AND THE EXISTING NORTHBOUND LEFT -TURN LANE WILL REMAIN CLOSED. PAST THE HIGHWAYI/NORTHGATE DRIVE INTERSECTION THE NORTHBOUND INSIDE LANE WILL REMAIN CLOSED. THE TEMPORARY TRAFFIC SIGNAL MODIFICATIONS AT HIGHWAY 1/NORTHGATE DRIVE WILL REMAIN IN PLACE WITH THE EXISTING 3 -SECTION HEAD OVER THE INSIDE NORTHBOUND THROUGH LANE COVERED AND THE 4 -SECTION FLASHING YELLOW ARROW HEAD MOVED OVER THE TEMPORARY NORTHBOUND LEFT -TURN LANE. ADJUSTED VEHICLE DETECTION ZONES SHALL REMAIN TO ACCOMMODATE THE TEMPORARY LEFT -TURN LANE, IN THIS STAGE, THE HMA -SURFACE COURSE WILL BE MILLED AND REPLACED FROM STATION 95+60 TO 99+90. MEDIAN STRIPING FROM STATION 93+50 TO 101+50, TURN LANE SYMBOLS FOR NORTHBOUND LEFT TURNS, AND SYMBOLS FOR NORTHBOUND MERGE SHALL BE PLACED USING TC -233. LANE STRIPING AND SYMBOLS SHALL BE PLACED WTHIN THE STAGE 4 CONSTRUCTION LIMITS. SIGNAGE SHALL BE PLACED ALONG THE HIGHWAY 1 CONSTRUCTION LIMITS. TEMPORARY STRIPING BETWEEN STATION 93+40 AND 106+40 SHALL BE REMOVED AND PERMANENT STRIPING SHALL BE RESTORED. TC -233 SHALL BE USED TO PERFORM THESE OPERATIONS. NOTE CONTRACTOR SHALL NOTIFY IOWA DOT MAINTENANCE SUPERVISOR TRAVIS NITCHER AT 313626-2386 AT LEAST 48 -HOURS PRIOR TO PLACING STAGE 4 TRAFFIC CONTROL DEVICES. MOSS RIDGE ROAD CONSTRUCTION MOSS RIDGE ROAD CONSTRUCTION WEST OF STATION 141+00±TO OCCUR CONCURRENTLY WTH STAGES 1A THROUGH 4.WORK OCCURRING DURING 2014 ON MOSS RIDGE ROAD SHALL INCLUDE THE FOLLOWING COMPONENTS: SANITARY SEWER, EARTHWORK ROUGH GRADING, STORM SEWER, BOX CULVERT PLACEMENT, TEMPORARY SEEDING AND EROSION CONTROL. THE REMAINDER OF THE WORK SHALL BE COMPLETED IN 2015. ALL FILL MATERIAL SHALL BE BROUGHT ONSITE PRIOR TO THE FINAL PAVING ASSOCIATED WITH STAGE 21N ORDER TO KEEP LOADED TRUCKS OFF NEW HIGHWAY 1 PAVEMENT, A ROAD CLOSED SIGN AND TYPE 3 BARRICADES AT THE INTERSECTION OF HIGHWAY 1 AND MOSS RIDGE ROAD SHALL REMAIN IN PLACE THROUGHOUT THE MOSS RIDGE ROAD CONSTRUCTION. ORANGE CONSTRUCTION FENCE SHALL BE PLACED ALONG STORM SEWER INSTALLATIONS AS DESIGNATED IN THE "M" SHEETS. ORANGE CONSTRUCTION FENCE SHALL BE CONSIDERED INCLUDED IN THE TRAFFIC CONTROL ITEM. TRAFFIC CONTROL DEVICES SHALL BE PLACED WITHIN THE NO LEFT TURN LANES AT HIGHWAY 1 AND MOSS RIDGE ROAD TO PROHIBIT TURN MOVEMENTS ONTO MOSS RIDGE ROAD. THESE SIGNS SHALL REMAIN AND BECOME PROPERTY OF THE CIN UNLESS OTHERWISE DIRECTED BYTHE ENGINEER. TC -273 SHALL REMAIN IN PLACE DURING THE MOSS RIDGE ROAD CONSTRUCTION. NORTTHRU TRAFFICHBOUND JSE LEFT LANI -084- — 41 — -- 10.6 -25-8 -64 6.0" Radius, 1.3" Border, Blac, on Orange; [NORTHBOUND] D 2K; [THRU TRAFFIC] D 2K; [USE LEFT LANEI D 2K, + SJ' F -II V LI"ld�kkl {�:R. ig bwe 5?2n5 GCar ibgOA w, bwe c�. w . Oee Mona w eMSHatten. pP135�9 X19 AzI x'11r IT v a E - a Mc i M E E u e c We, IL I& oorlog IL I Ohmpq IL 2MOry�Fe�il 9b4-os2 UP- NORTTHRU TRAFFICHBOUND JSE LEFT LANI -084- — 41 — -- 10.6 -25-8 -64 THRU TRAFFIC USE RIGHT LANE 6.0" RddfGe, 1 3" Balder, is}vek on Orange; ENORTFI130UNDI 611: [fH.RU TRAFFIC] D 2K; [USE RIGHT I NE] D 2K; HTS CEM pAtE� 06-1]- l PROJECT MJMBER v Bn xe DIE. psn-ane JuFiNSON COUNTY 112327-1 STAGINGARAFFIC CONTROL PLAN 6.0" Radius, 1.3" Border, Blac, on Orange; [NORTHBOUND] D 2K; [THRU TRAFFIC] D 2K; [USE LEFT LANEI D 2K, + SJ' F -II V LI"ld�kkl {�:R. ig bwe 5?2n5 GCar ibgOA w, bwe c�. w . Oee Mona w eMSHatten. pP135�9 X19 AzI x'11r IT v a E - a Mc i M E E u e c We, IL I& oorlog IL I Ohmpq IL 2MOry�Fe�il 9b4-os2 THRU TRAFFIC USE RIGHT LANE 6.0" RddfGe, 1 3" Balder, is}vek on Orange; ENORTFI130UNDI 611: [fH.RU TRAFFIC] D 2K; [USE RIGHT I NE] D 2K; HTS CEM pAtE� 06-1]- l PROJECT MJMBER v Bn xe DIE. psn-ane JuFiNSON COUNTY 112327-1 STAGINGARAFFIC CONTROL PLAN TRAFFIC CONTROL DEVICES LEGEND a TRAFFIC SIGN x CHANNELIZING DRUM TYPE III BARRICADE �— DIRECTION OF TRAFFIC (� RIGHT TURN ARROW (TEMP. TAPE) 1 LEFT TURN ARROW (TEMP. TAPE) ROAD WORK AHEM) NOTES FOR ADVANCED SIGNING TYPES AND LOCATIONS, TAPER LENGTHS, AND CHANNELIZING DEVICES AND LOCATIONS APPROACHING THE CONSTRUCTION WORK ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. THE SPACING OF ALL SIGNS AND THE DISTANCE BETWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD AND THE IOWA DOT STANDARD ROAD PLANS TC SERIES. IF THE MINIMUM SPACING BETWEEN SIGNS CANNOT BE MAINTAINED, THE SIGN LOCATIONS SHALL BE ADJUSTED TO PROVIDE THE LARGEST SPACING AVAILABLE. TC -233 OPERATIONS NOT DEPICTED ON THIS SHEET. REFER TO TC -233 FOR TRAFFIC CONTROL DURING OBLITERATION AND TEMPORARY STRIPING PLACEMENT. LEGEND SOUTHBOUND TRAVEL LANE NORTHBOUND TRAVEL _ v LANE YYtYlILL/1/1J WORKAREA NORTHBOUND THRU TRAFFIC USE LEFT LANE STAGE 1A 1" - 100' - -- SHIVC—H-AAT EFZ2 tz Cmf, ft a w, G Cm. A, o!" Mw w I S Hf .. W sex r Wm Xm i Cm. w< s z s URN4N er. CfM AICMIIECl1IlE�GNGIHIf RING WIM IL I&W11i1.IP'I IL I C*A IL ('AIB)869.Y I F I3v)954p9p1 cHEcxen 4" SOLID WHITE LINE (TEMPORARY MARKING) IGHWAY 1 x x ROAD WORK AHEAD END ROAD 404K BARRELS SPACED AT 25' CLOSING OFF RIGHT TURN LANE — JDHNSCIN COUNTY vaaxa eunsEN 112327-i ROAD WORK AHEAD Z/'cz �O r-- SHEE1 STAGING/TR.AFRC CONTROL PLAN - STAGE IA JIBE B-1 \ % �HO.._GER P2 D�nFi' j,)(C\ DRF TG SIOP OFF CI .gTAr,F 1 A HA►TC-.F cmoarA`wwecmw,naaclA ame em.Im a wrowmommaacm.ro� s "-A'"a°i __" v H lft a IL ` Bbomitgtan L CIY ,, IL R. W191354$BZt r,I.CCKED HI. A0 P29JEC11UHEER JOHNSON rUUNiY — 112327.1 RARY 4" DOUBLE 2LINE YELLOW — TRAFFIC CONTROL DEVICES LEGEND TRAFFIC SIGN x CHANNELIZING DRUM TYPE III BARRICADE �-- DIRECTION OF TRAFFIC (� RIGHT TURN ARROW (TEMP. TAPE) h LEFT TURN ARROW (TEMP. TAPE) NOTES FOR ADVANCED SIGNING TYPES AND LOCATIONS, TAPER LENGTHS, AND CHANNELIZING DEVICES AND LOCATIONS APPROACHING THE CONSTRUCTION WORK ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. THE SPACING OF ALL SIGNS AND THE DISTANCE BETWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD AND THE IOWA DOT STANDARD ROAD PLANS TO SERIES, IF THE MINIMUM SPACING BETWEEN SIGNS CANNOT BE MAINTAINED, THE SIGN LOCATIONS SHALL BE ADJUSTED TO PROVIDE THE LARGEST SPACING AVAILABLE. TC -233 OPERATIONS NOT DEPICTED ON THIS SHEET. REFER TO TC -233 FOR TRAFFIC CONTROL DURING OBLITERATION AND TEMPORARY STRIPING PLACEMENT. LEGEND _ SOUTHBOUND TRAVEL LANE NORTHBOUND TRAVEL LANE— WORK AREA STAGINGITRAFFIC CONTROL PLAN- STAGE 1A mi 4 4 NBR4 NBR-6 NBR-8 NBR-5 Solon 7To FINE E]IA $ SPEED Mt Vernon 19 /)36" IMIT D1 -2a ON HIGHWAY 5 REINSTALLED FROM STA: 96+38R R16-56, R16-3 R2-1 REINSTALLED FROM 6-3 REINSTALLED FROM STA: 106+56 x 36" STA: $9+70R 1000' of �9+00 100+00' 101+00 1102+00 103+00/ 104+00 'i X1. BLW4 -J t Q o 0 EXISTING NPY4 a \\11Y MARKING) - "" $+ _ 0 a ADD 2C'.! U! -3 P(i -_ ----- RLRW (TEMPORARY MAR ), 4 Q -- — -- _ f = - _- '_ WATERBORNE PAI ) NT Inr`r� ' CITY I MARKING PERMANENT LANE N DURABLE ENDS POST STAGE 1A - PAVEMENT MARKINGS & SIGNING PLANS _ _ 9 +0�-- -- gT+�_-----_�- - --x_- _- L 4 4 NBR4 NBR-6 NBR-8 NBR-5 Solon 7To FINE E]IA $ SPEED Mt Vernon 19 /)36" IMIT D1 -2a ON HIGHWAY 5 REINSTALLED FROM STA: 96+38R R16-56, R16-3 R2-1 REINSTALLED FROM 6-3 REINSTALLED FROM STA: 106+56 x 36" STA: $9+70R 1000' of �9+00 100+00' 101+00 1102+00 103+00/ 104+00 BLW4 -J - 95+ I P p EXIST + \\11Y MARKING) - "" $+ _ 0 a NBR-2 ADD NBR-3 0 Q 4 Q RIGHT PAVEMENT ADD MARKING PERMANENT LANE N DURABLE ENDS POST STAGE 1A - PAVEMENT MARKINGS & SIGNING PLANS PAVEMENT L MARKING W9-1 R W4 -2R 6NSCrc',9 . 36" x 36" 36" x 36" 4 4 NBR4 NBR-6 NBR-8 NBR-5 Solon 7To FINE E]IA $ SPEED Mt Vernon 19 /)36" IMIT D1 -2a ON HIGHWAY 5 REINSTALLED FROM STA: 96+38R R16-56, R16-3 R2-1 REINSTALLED FROM 6-3 REINSTALLED FROM STA: 106+56 x 36" STA: $9+70R 1000' of �9+00 100+00' 101+00 1102+00 103+00/ 104+00 fiiBIIQ11 jay SBL -3 NBR-7' / NORTH NO PASSING R16-513, R16-3 ZONE 1 REMOVE EXISTING SIGN ASSEMBLY REINSTALL AT STA: 111+00 W14-3 M1-5 REINSTALL FROM REINSTALLED FROM STA: 100+12 STA: 102+86 zm JOHNSON COUNTY FRCJECT N... 112327-1 51 « NOTES REFER TO THE N -SHEETS FOR PERMANENT SIGNING DETAILS. STAGINGfTRAFFIC CONTROL PLAN - POST STAGE 9A I P p � a d ¢ ADD PERMANENT DURABLE PAVEMENT MARKING N POST STAGE 1A - PAVEMENT MARKINGS & SIGNING PLANS 0 L SH IV LI IA 1 E:R1 ORAVN BYE DATE. 6NSCrc',9 . e I. n I I x � 1v 11.,u.n, I �I.. v4 MW IL Rbwkta« IL - CWL G9gi L'4304U• Fmpt%8546021 fiiBIIQ11 jay SBL -3 NBR-7' / NORTH NO PASSING R16-513, R16-3 ZONE 1 REMOVE EXISTING SIGN ASSEMBLY REINSTALL AT STA: 111+00 W14-3 M1-5 REINSTALL FROM REINSTALLED FROM STA: 100+12 STA: 102+86 zm JOHNSON COUNTY FRCJECT N... 112327-1 51 « NOTES REFER TO THE N -SHEETS FOR PERMANENT SIGNING DETAILS. STAGINGfTRAFFIC CONTROL PLAN - POST STAGE 9A < NBR4 4-5N- tiSPEED LIMIT `55 2-1 /36STA: 9+70R TALLED FROM [< 1 ° Q n Q ELW4 J PERMANENT DURABLE PAVEMENT N - MARKING r,• yl POST STAGE 1A - PAVEMENT MARKINGS & SIGNING PLANS I a a BLW4 (EXISTING MARKING) - olVn� Mt Vernon 19 D1 -2a REINSTALLED FROM STA: 96+38R -7 NORTH (ED M1-5 REINSTALLED FROM STA: 102+86 ELAF[LONH $7 E LUSCOSPPED POSAL TER HWAY R16 -5B, R16-3 REINSTALLED FROM STA: 106+56 1000' R16 -5B, R16-3 REMOVE EXISTING SIGN ASSEMBLY REINSTALL AT STA: 111+00 1 /CF�= `00 r F y�/ SH I VI�_17TETL T K • K cu . N • U89 MW9q W 8M9�Wtl1 ..; 2830 tglffm" W bµ9 cl bNH 6'V'.ib DRA4N HYD CEM DATE: (p-1>-201< PROJECT 777-7, 7, AxexiTecTuue.exa�xeeeixa MDU& a• mamaolu,a•CNeayo,a pts135a-sUgo•ra (aW)35d ee821 exceucD a+axe WE: as-n-zma JOHNSON COUNTY 112327-1 EXISTING NPY4 RLRW (TEMPORARY MARKING - WATERBORNE PAINT) — BLW4 - END AT STA:97+20 (TEMPORARY MARKING - NBR-2 WATERBORNE PAINT) W9-1 R 36" x 36" ELW4 NBR-3 PERMANENT DURABLE PAVEMENT MARKING W4 -2R 36" x 36" 0 Ct a �f' 'n a NOTES REFER TO THE N -SHEETS PERMANENT SIGNING DETAILS. 0 STAGING/TRAFFIC CONTROL PLAN - POST STAGE IA J 077 mm C3Cf l TRAFFIC CONTROL DEVICES LEGEND h TRAFFIC SIGN x CHANNELIZING DRUM k TYPE III BARRICADE DIRECTION OF TRAFFIC (� RIGHT TURN ARROW (TEMP. TAPE) h LEFT TURN ARROW (TEMP. TAPE) �tOF,D WORK A.f EAD STAGF 1 B r NORTHBOUND THRU TRAFFIC �I USE RIGHT LAN Y MOVE EXISTING 4 -SECTION FLASHING YELLOW ARROW HEAD AND COVER EXISTING 3 -SECTION HEAD TO ACCOMMODATE TEMPORARY LEFT TURN LANE. SEE STAGING AND TRAFFIC CONTROL NOTES FOR FURTHER DETAIL. 4" SOLID WHITE LINE (TEMPORARY MARKING) 0 a � ]'=Tiorll SIVC—:H S'F7FRY .l --FbpI IA`= CIy.IF`r MOLAR IA BNreW _Im 2834W�I WOM&bvrH CII,. b'w 51295 GAn ! CF':. 1"TE.. a N 0 N F E! u Wiv. `Bb�ISlrytwl IL `LNYsp0.1L pWI354J?tU FBn I349I 966-0921 rHECKE 9Y6 DATEr ROAD n,RK aI I -AJ N I2CAG 40RK z \ \ I Q \ \1 m WAY 1 U JOHNSON COUNTY 1: LEFT LANE MUST TURN LEFF BARRELS SPACED AT 2S CLOSING OFF LEFT TURN LANE — R 1123211 STAGING(TRAFFIC CONTROL PLAN -STAGE 1B NOTES FOR ADVANCED SIGNING TYPES AND LOCATIONS, TAPER LENGTHS, AND CHANNELIZING DEVICES AND LOCATIONS APPROACHING THE CONSTRUCTION WORK ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. THE SPACING OF ALL SIGNS AND THE DISTANCE TWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET 3 pTAf REQUIREMENTS OF THE 2W9 MUTCD AND THE IOWA DOT STANDARD ROAD PLANS TO SERIES. IF MINIMILIMSPACING BETWEEN SIGNS CANNOT BE N .THE MAINTA�l,SiE SIGN LOCATIONS SHALL BE XaJUST D'TO PROVIDE THE LARGEST SPACING = E t t �uAIL4��� % IO NS NOT DEPICTFORTREDON THIS T(J"4ET W a ..w.,J I REPO S1JEET.•REPE„� TO TC -233 FOR TRAFFIC LCONTR�{}�„1) ING OBLITERATION AND PO TRIPING PLACEMENT. 2 °^ CEGEI3� —" SOUTHBOUND TRAVEL � � LANE NORTHBOUND TRAVEL U LANE 17�LLLGLLLI m WORK AREA STAGF 1 B r NORTHBOUND THRU TRAFFIC �I USE RIGHT LAN Y MOVE EXISTING 4 -SECTION FLASHING YELLOW ARROW HEAD AND COVER EXISTING 3 -SECTION HEAD TO ACCOMMODATE TEMPORARY LEFT TURN LANE. SEE STAGING AND TRAFFIC CONTROL NOTES FOR FURTHER DETAIL. 4" SOLID WHITE LINE (TEMPORARY MARKING) 0 a � ]'=Tiorll SIVC—:H S'F7FRY .l --FbpI IA`= CIy.IF`r MOLAR IA BNreW _Im 2834W�I WOM&bvrH CII,. b'w 51295 GAn ! CF':. 1"TE.. a N 0 N F E! u Wiv. `Bb�ISlrytwl IL `LNYsp0.1L pWI354J?tU FBn I349I 966-0921 rHECKE 9Y6 DATEr ROAD n,RK aI I -AJ N I2CAG 40RK z \ \ I Q \ \1 m WAY 1 U JOHNSON COUNTY 1: LEFT LANE MUST TURN LEFF BARRELS SPACED AT 2S CLOSING OFF LEFT TURN LANE — R 1123211 STAGING(TRAFFIC CONTROL PLAN -STAGE 1B REMOVE FULL—WIDTH MEDIAN (STA 85+00 TO 88+05±) REMOVE TO PLACE INSIDE LEFT TURN LANE PANELS ONLY (STA 88+05± TO 89+90) BE PP=PAR, ED TO STOP 0 0 STAGE 1B I"' = 100' SHIVC—HA:SifrFZY ca m@EgLA` cRy.Mo6 m ( SM w"Rq,1 2839NmwmDM bmCRY, RrHa DHRINen m HATi-' Hof]-e.WH OI-INSUN COUNTY RaeC7 WLaE ARCH IT"TH REIENGi NEERINo Molise, IL `Bbuni{dup L` ChAsm IL M3W 3599D10` FexfdiB)954fi921 CHECKEp 2n .Hp pniEW-ll-2me 112327-1 RARY 4" DOUBLE 2LINE YELLOW — TRAFFIC CONTROL DEVICES LEGEND m b TRAFFIC SIGN x CHANNELIZING DRUM TYPE III BARRICADE �— DIRECTION OF TRAFFIC (� RIGHT TURN ARROW (TEMP. TAPE) h LEFT TURN ARROW (TEMP. TAPE) NOTES FOR ADVANCED SIGNING TYPES AND LOCATIONS, TAPER LENGTHS, AND CHANNELIZING DEVICES AND LOCATIONS APPROACHING THE CONSTRUCTION WORK ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. THE SPACING OF ALL SIGNS AND THE DISTANCE BETWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD AND THE IOWA DOT STANDARD READ PLANS TC SERIES. IF THE MINIMUM SPACING BETWEEN SIGNS CANNOT BE MAINTAINED, THE SIGN LOCATIONS SHALL BE ADJUSTED TO PROVIDE THE LARGEST SPACING AVAILABLE. TC -233 OPERATIONS NOT DEPICTED ON THIS SHEET. REFER TO TC -233 FOR TRAFFIC CONTROL DURING OBLITERATION AND TEMPORARY STRIPING PLACEMENT. LEGEND SOUTHBOUND TRAVEL __......� LANE NORTHBOUND TRAVEL LANE STAGING/TRAFFIC CONTROL PLAN- STAGE IS 00 mkmhl TRAFFIC CONTROL DEVICES LEGEND 6 TRAFFIC SIGN x CHANNELIZING DRUM TYPE III BARRICADE �— DIRECTION OF TRAFFIC (� RIGHT TURN ARROW (TEMP. TAPE) h LEFT TURN ARROW (TEMP. TAPE) ROAC WORK AHEAD NOTES FOR ADVANCED SIGNING TYPES AND LOCATIONS, TAPER LENGTHS, AND CHANNELIZING DEVICES AND LOCATIONS APPROACHING THE CONSTRUCTION WORK ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. THE SPACING OF ALL SIGNS AND THE DISTANCE BETWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD AND THE IOWA DOT STANDARD ROAD PLANS TO SERIES. IF THE MINIMUM SPACING BETWEEN SIGNS CANNOT BE MAINTAINED, THE SIGN LOCATIONS SHALL BE ADJUSTED TO PROVIDE THE LARGEST SPACING { AVAIIABLE. TC -233 QPERATIONS NOT DEPICTED ON THIS tea' SHEET.ilFER TO TC -233 FOR TRAFFIC COWROEDURING OBLITERATION AND ---TEhQ@O RY STRIPING PLACEMENT. k1j LECr 8 :§gWjDBOUND TRAVEL ww•�' w �, LANE l$ 4OUNDTRAVEL LANEE`LLL!✓LLl1 �T WORKAREA -- STAGE 2 ,DE• 1 INORTHBOUND j THRU TRAFFIC L= RIGHT LANEII MAINTAIN TRAFFIC SIGNAL HEAD ORIENTATION FROM PHASE 1B. 4" SOLID WHITE LINE % ROAD (TEMPORARY STRIPING) ((\ WORK 41I -AO v D 0 O z 0 A G TRUCKS TURNING A �' V l�rl�•� 3•'II` T Cetlet rmoaa, w wMa car, w • oN� Momma w 8Ma-Wtlay, Im 29.W I•blllgb OMd. MA Clty, Ma 6PPi6EHECMEn HnRP4N Hv:... CEM 04TE „v„_I]-2019 •9bwnhp1a11L gIinp41L (31919543919•Fea 19191351-0 931 JOHNSON C7UNTY MoM IL jBy!do nPrz: aEn—ma LEFT LANE MUST TURN LEFT HIGHWA x BARRELS SPACED AT 25' CLOSING OFF LEFT TURN LANE PRa..ECT NUMBER 112327.1 Rn;D Vi0F'V- AHEAD FA STAGING/TRAFFIC CONTROL PLAN- STAGE 2 I J"i'0 X YELLOW FROM STAGE 1 AND REPLACE WITH TEMPORARY 4" SOLID WHITE EDGE LINE 3E PREPARED TO STOP ROAD A E D 17'__�ryx� PREPARED TEMPORARY 4" DOUBLE Tc STOP CENTERLINE YELLOW m m TRAFFIC CONTROL DEVICES LEGEND a TRAFFIC SIGN X CHANNELIZING DRUM m m TYPE III BARRICADE �— TEMPORARY 4" SOLID WHITE DIRECTION OF TRAFFIC EDGE LINE ALONG NORTH r RIGHT TURN ARROW (TEMP. TAPE) EDGE OF SB TRAVEL LANE; RUCKS h LEFT TURN ARROW (TEMP. TAPE) MATCH INTO EXISTING DEAD NOTES 720 % 1000' 1000' ROAD DRUMS AT 50 -FT SPACING AHEAD I +d0 +00 1+00 102+00 1/03+00 104+00 105+00 106+00 1 +g. _.. .... J.. T EN, / ROAD WORK STAGE 2 SHIVCHATT 12RY C8 1 g A b HCM W Npq A $MgIk 'MC au mp g p q ygcay. kry9 6Q0. DRNVN 6Yi CEM pA E pE_ i_20!4 ROJELi NUH6 P A0.CHIiECiV PE�En G, NEIPING Mdll'd IL•�an4pMPIL•G'lnp,E. I919I 9543000�F§x(aw)9M�6921 CNECNE➢6Y� N2 pAiE' 06-j "' JOHNSON COUNTY — 112927"1 FOR ADVANCED SIGNING TYPES AND LOCATIONS, TAPER LENGTHS, AND CHANNELIZING DEVICES AND LOCATIONS APPROACHING THE CONSTRUCTION WORK ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. THE SPACING OF ALL SIGNS AND THE DISTANCE BETWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD AND THE IOWA DOTSTANDARDROADPLANSSERIES. IF THE MINIMUM SPACING BETWEEN SIGNS CANNOT BE MAINTAINED, THE SIGN LOCATIONS SHALL BE CI ADJUSTED PROVIDE THE LARGEST SPACING AVAILABLE. TC -233 OPERATIONS NOT DEPICTED ON THIS SHEET. REFER TO TC -233 FOR TRAFFIC CONTROL DURING OBLITERATION AND TEMPORARY STRIPING PLACEMENT. LEGEND SOUTHBOUND TRAVEL LANE � NORTHBOUND TRAVEL LANE WORKAREA STAGINGr RAFFIC CONTROL PLAN- STAGE 2 U TRAFFIC CONTROL DEVICES LEGEND b TRAFFIC SIGN x CHANNELIZING DRUM TYPE III BARRICADE MAINTAIN TRAFFIC SIGNAL HEAD ORIENTATION FROM PHASE 1 B , a DIRECTION OF TRAFFIC (� RIGHT TURN ARROW (TEMP. TAPE) 4" SOLID WHITE LINE I h LEFT TURN ARROW (TEMP. TAPE) (TEMPORARY STRIPING) A EROADA, ARCH IT LC ROAD 'CORK AHEAD NOTES FOR ADVANCED SIGNING TYPES AND LOCATIONS, TAPER LENGTHS, AND CHANNELIZING DEVICES AND LOCATIONS APPROACHING THE CONSTRUCTION WORK ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. THE SPACING OF ALL SIGNS AND THE DISTANCE LBE.JWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD AND THE ,IOWA DOLSFANDARO ROAD PLANS TO SERIES. IF THE MINIMUM -SPACING BETWEEN SIGNS CANNOT BE MINTAVEP,THE SIGN LOCATIONS SHALL BE LADJUSTfSTOPROVIDE THE LARGEST SPACING IS NOT DEPICTED ON THIS TC -233 FOR TRAFFIC OBLITERATION AND 'ING PLACEMENT. N SOUTHBOUND TRAVEL LANE NORTHBOUND TRAVEL LANE WORKAREA STAGE 3 - NORTHBOUND THRU TRAFFIC USE RIGHT LANE) cH,Hr lm A,. CM'1. N &JW-miwn, kIC P MMgem OfhR ltlhe Clry. k+NH '6845 ORPVN B,.. CCI! MATE, Moth& IL• Bbem4gmp&.ONmpo.O_ " 36 C-9WU. Fax MM 364.1921 CMECOEO ex. m WEi m FIT D 7J (n O z 0 X < m JDHNSUN C7UNTY HWAY LEFT LANE MUST TURN LEFT PROJECT M HTI 12327.1 x BARRELS SPACED AT 2S CLOSING OFF LEFT TURN LANE Fi ,^.[; ...Fr A�IEAD STAGINGFRAFFIC CONTROL PLAN - STAGE 3 BE DR'EPPARED TO STOP UIU I ROAD 3 EPCLOSED_ RFlRED O Slop DRUMS AT 50 FT SPACING Q U U c._ C" 'n �. TRAFFIC CONTROL DEVIij,SILND7"� I TRAFFIC SIGN - T x CHANNELIZING DRUM V TYPE III BARRICADE F DIRECTION OF TRAFFIC (� RIGHT TURN ARROW (TEMP. TAPE) LEFT TURN ARROW (TEMP. TAPE) NOTES 7 FOR ADVANCED SIGNING TYPES AND DRUMS AT 50 FT SPACING 7WCK'S LOCATIONS, TAPER LENGTHS, AND TJRNING CHANNELIZING DEVICES AND LOCATIONS AITEl-O APPROACHING THE CONSTRUCTION WORK 1 Q00� ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. I.�y—_...�,,.._ ►-I THE SPACING OF ALL SIGNS AND THE DISTANCE 99+00 +00 + Q p2+00 103+OQ 104+00 105+D.0 106+00 BETWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET -- --- -------Q7#{JQ- '+ THE REQUIREMENTS OF THE 2009 MUTCD AND THE IOWA DOTSTANDARDROADPLANSIG SERIES. IF ''- - THE AINTAI ED, SPACING LOCATIONS NSSHALLNS BE BE MAINTAINED, THE SIGN LOCATIONS SHALL BE �.. -- -- - — ADJUSTED TO PROVIDE THE LARGEST SPACING AVAILABLE. TC -233 OPERATIONS NOT DEPICTED ON THIS SHEET. REFER TO TC -233 FOR TRAFFIC ROAD CONTROL DURING OBLITERATION AND lVV'RRR TEMPORARY STRIPING PLACEMEN U U LEGEND AFEAD SOUTHBOUND TRAVEL �7 LANE LSSS111\»V NORTHBOUND TRAVEL LANE WORKAREA ----! STAGE 3 I = 7C0 SHIVC-FIA-rrC-RY cea Wa w•bsGM.w•oec wneaw SNWH 8 W 283 NVUg 90 g p9C ,bg 625 OR4VN 3Y C- DATE 0I4OJE[i NUMBEa *ecru e[�[rvciMv[v�ne WM IL•Bpo Wi IL•Chkl.. IL W91551- IF. LSi8i Wl4 CHECKED BY, IDB DRTE, O6 -ll -201e JOHNSON COUNTY 112327-1 STAGINGITRAFFIC CONTROL PLAN- STAGE 3 TRAFFIC CONTROL DEVICES LEGEND h TRAFFIC SIGN x CHANNELIZING DRUM TYPE III BARRICADE DIRECTION OF TRAFFIC RIGHT TURN ARROW (TEMP. TAPE) h LEFT TURN ARROW (TEMP. TAPE) ROAD WOPK All' A,) Wel 4" SOLID WHITE LINE (TEMPORARY STRIPING) EINE .._ANE A'rIE aC NORTHBOUND THRU TRAFFIC USE E RIGHT LANE v MITI Cn O Z O A G m NO o RCAI WORK. AH'AD X N M N STAGE 4 1 DG• SH I V V f IIA"' R 41E [ Letle -WE W b n Gb. ILA" LA .Cas X,— 6D a -H e . 2830 N I. DA d a. CM. b 612 DRj nvu Itt ALCM iEC - °NOIN[Ei1N6 NOIM IL•B'umirylal ll•Lknpq lL (BBI 3843W8, F. (319)350 21 � C4—KED I DATE JOHNSDN COUNTY GRDJECT M1't.NBLF 112327-1 STAGINGITPAPFIC CONTROL PLAN - STAGE 4 J.14 FOR ADVANCED SIGNING TYPES AND LOCATIONS, TAPER LENGTHS, AND CHANNEUZING DEVICES AND LOCATIONS APPROACHING THE CONSTRUCTION WORK ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. LEFT LANE _ THE SPACING OF ALL SIGNS AND THE DISTANCE SIGNS SHOWN IN THIS PLAN SHALL MEET' l/ j Com\ 1 2O 1-' MUS �� TURN LEFT j / /\ THE REQUIREMENTS OF THE 2009 MUTCD AND THE THE REQ / `` q 'QWA DOT STANDARDPACING BETMENS TC SIGNS CAES NNOT _X11NMT NIMUM SPACING B CATION SSHALL BE 3E C%A'AINTAINE¢; SHALL 8E ,�� j — -� THE SIGN LOCATIONS •ADJVSTED'LOPROVIDE THE LARGEST SPACING �S�VAILA6CEr-+. � / /\Jl / BARRELS SPACED !C9P/ �m�233Ai' RASIONS NOT DEPICTED ON THIS .��/ / AT 25' CLOSING OFF G O nC—e SHEET- Fy,E,�R,� TO TC -293 FOR TRAFFIC M D OBLITERATION AND LEFT TURN LANE _�/ �GQNTF V V M1ING `YFMPOR�AI�YSTRIPING PLACEMENT D F, Q LEGERl m�, _.. S(ol`498UND TRAVEL i ROAD r7a LANE WOR{ rs NORTHBOUND TRAVEL _ ® AHEAD LANE Ol 0 WORKAREA —' N M N STAGE 4 1 DG• SH I V V f IIA"' R 41E [ Letle -WE W b n Gb. ILA" LA .Cas X,— 6D a -H e . 2830 N I. DA d a. CM. b 612 DRj nvu Itt ALCM iEC - °NOIN[Ei1N6 NOIM IL•B'umirylal ll•Lknpq lL (BBI 3843W8, F. (319)350 21 � C4—KED I DATE JOHNSDN COUNTY GRDJECT M1't.NBLF 112327-1 STAGINGITPAPFIC CONTROL PLAN - STAGE 4 J.14 1 ------- NEW - OC NORTHBOUND AND SOUTHBOUND LANE CLOSURES WITH FLAGGERS USING A PILOT CAR PER TC -218 PILOT CAR / TURNAROUND p p AT EXISTING B80 GRAVEL DRIVEWAY STAGE 4 STOP HERE ON RED e TEMPORARY TRAFFIC SIGNAL AND FLOOD LIGHT STOP HERE ON RED 500' 1000, A , bw MI w . Cm Mb U SMe Wtta, 1w 2831 WOW. R we cltY. W b 45 I DRAWN BY Cw DATE: ne< N T T!< 7 D B e+ervalHE eMOBta, IL, IL. Gibe; IL ( (I 9543010, Fa. (3194 5 8YI cHEB<B BvBAIE I� CD THESE BARRICADES TO p p REMAIN IN PLACE AT THE A COMPLETION OF STAGE 4 -1 si— - ROAD r� CLOSED r--, TEMPORARY TRAFFIC SIGNAL � p p AND FLOOD LIGHT TRAFFIC CONTROL DEV1C,f� LEY END,,,..::, P TRAFFIC SIGN X DRUM TYPE III BARRICADE 4" DIRECTION OF TRAFFIC (o RIGHT TURN ARROW (TEMP. TAPE) h LEFT TURN ARROW (TEMP. TAPE) onE _ANN ROAD E TEMPORARY FLOOD LIGHT ROADaIORK TEMPORARY TRAFFIC SIGNAL AI -IE AD A. 1EAD NOTES 'mem JDHNSDN COUNTY PROJECT NUMBER 712327-1 FOR ADVANCED SIGNING TYPES AND LOCATIONS, TAPER LENGTHS, AND CHANNEU ING DEVICES AND LOCATIONS APPROACHING THE CONSTRUCTION WORK ZONE, REFER TO THE MUTCD AND THE IOWA D.O.T. STANDARD ROAD PLANS. THE SPACING OF ALL SIGNS AND THE DISTANCE BETWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET THE REQUIREMENTS OF THE 2009 MUTCD AND THE IOWA DOT STANDARD ROAD PLANS TC SERIES. IF THE MINIMUM SPACING BETWEEN SIGNS CANNOT BE MAINTAINED, THE SIGN LOCATIONS SHALL BE ADJUSTED TO PROVIDE THE LARGEST SPACING AVAILABLE. TC -233 OPERATIONS NOT DEPICTED ON THIS SHEET. REFER TO TC -233 FOR TRAFFIC CONTROL DURING OBLITERATION AND TEMPORARY STRIPING PLACEMENT. LEGEND SOUTHBOUND TRAVEL LANE NORTHBOUND TRAVEL c77 LANE WORKAREA — cunorn Tomloi IAll. STAGINGARAFFIC CONTROL PLAN -STAGE 4 -- -- -- R.O.W.- STA 123+89.79 (61.67' RT) STA 123+94.79 (61.49' RT) PT ELEV - 694.90 STA 124+04.06 (60.41' RT) PC ELEV - 694.87 STA 124+13.70 (50.4 24+54.29 (59.40' RT) 24" WIDE�)PLL-DEPTH HMA PATCH J EXISTING HMA PARKING LOT WITH PCC CURB AND GUTTER RIR,IVEWkY, N( "T r <R 1. TYPEc4' CONCRETE DRIVEWAY APRON (7" PCC) WITH FLARES (SUDAS FIGURE 7030.101). 2. SIDEWALK THICKNESS THRU DRIVEWAY TO MATCH DRIVEWAY THICKNESS. 3. CONSTRUCT 7" PCC DRIVEWAY BEHIND SIDEWALK (1/K.02). 4. PLACE 24 -INCH WIDTH FULL -DEPTH HMA PATCH TO TRANSITION BETWEEN EXISTING HMA PARKING LOT AND NEW PCC CURB AND GUTTER. INTERSECTION DETAIL - WEST PEARSON DRIVE 1^=20' 5°® SIH IV EI-IATTER'Y G W am^ W • b•a ew A • 018 wEoh•A u 8wx IE1bry.3q zat wrow wn., n City. v 6 DRAVN H Ar, DATE- as -17-3m1 A:,; . i . I J � v .. , i, EEDbrt. L. 8bmibbq L. CNi L 01181 3 64 8 01° . 1% cm 8%lBE, iZMWDlD BY. 1 DALE. 06 -17 -Ml 778+0p /GUTTER - 688.95 / STA 127+91.791.7 8 {15.88' RT ELEV - 688.34 °® 9EN.f N FEET' GUTTER ELEV - 688.11 STA 128+79.29 (15.88' RT) 24� r �- 1 B.56 (211,00' RT) nsQSs 1�rDGE R i11 128+13.35 2.00' RT) ` 3C`(64 S*)~� c� 1 689.86 R=67.50' } $" HMA U) 41. (169 SY) (o 689.48 �o- U 689.56 a 689.11 mill STA 128+52.42 (32.00' RT) PT ELEV - 689.28 \ STA 128+14.39 (35.71' RT) DRIVEWAY NOTES PC ELEV - 689.15 STA 128+17.25 (50.32' RT) PT ELEV - 689.05 STA 128+14.10 (60.17' RT) BOX OUT (2.0' WIDTH) - 688.85 STA 127+98.52 (75.02' RT) 129+00 13 (24.00' RT) PCC ELEV - 688.16 STA 128+47.65 (54. BOX OUT (2.0' WIDTH) - 687.56 STA 128+59.64 (61.47' RT) EXISTING HMA DRIVE �- ONE FULL LANE OF THIS ROADWAY MUST 1. TYPE W CONCRETE DRIVEWAY APRON (7" PCC) REMAIN OPEN AT ALL TIMES. CONTRACTOR WITH RADII (SUDAS FIGURE 7030.101). TO PROVIDE TRAFFIC CONTROL FOR 2. SIDEWALK THICKNESS THRU DRIVEWAY TO ALTERNATING TRAFFIC (TC -211) OR WORK MATCH DRIVEWAY THICKNESS. ALONG EDGE OF ROAD (TC -202). 3. CONSTRUCT 8" HMA DRIVEWAY BEHIND INCIDENTAL TO TRAFFIC CONTROL ITEM. SIDEWALK (2/K.02). INTERSECTION DETAIL - CENTER PEARSON DRIVE ,"=20' PROJECT xUNDER 1 T JOHNSON COUNTY 112327-1 INTERSECTION OETA1l5 i 0 7171 ` MOSS IDGE ROA 12'+00 125+00 - I- G JTTER ELE V - 693.87 STA 124+08.24 (14.88' RT) _ 40,94' GlJTTER ELEV - 693.15 - --35.82'- S�i,A 124+4 (14.88' R ) ----9.117 --__-= 693.63 694.34 STA 124+10.79 (24.00' RT) 7" PCC (37 EY) I STA 124+46.61 (24.00' RT) .. --- - 9 4113 0 (3.2. S,T 1,2 .70 (32 00' RT) 695.03 30.D�STA 123+89.79 (32.00'RT) 693.85 (HIGH -POINT) N PRT� ,r10 7"' PCC695.80 124+43.70 {50.42'RT) SYSTA STA 123+94.79 (53.33'RT) 63' a `' A PC ELEV - 693.76 RT STA 123+89.79 (53.33' RT) „ ° , j � `^� ��,. STA 124+43.70 (53.86' RT) STA 123+89.79 (61.67' RT) STA 123+94.79 (61.49' RT) PT ELEV - 694.90 STA 124+04.06 (60.41' RT) PC ELEV - 694.87 STA 124+13.70 (50.4 24+54.29 (59.40' RT) 24" WIDE�)PLL-DEPTH HMA PATCH J EXISTING HMA PARKING LOT WITH PCC CURB AND GUTTER RIR,IVEWkY, N( "T r <R 1. TYPEc4' CONCRETE DRIVEWAY APRON (7" PCC) WITH FLARES (SUDAS FIGURE 7030.101). 2. SIDEWALK THICKNESS THRU DRIVEWAY TO MATCH DRIVEWAY THICKNESS. 3. CONSTRUCT 7" PCC DRIVEWAY BEHIND SIDEWALK (1/K.02). 4. PLACE 24 -INCH WIDTH FULL -DEPTH HMA PATCH TO TRANSITION BETWEEN EXISTING HMA PARKING LOT AND NEW PCC CURB AND GUTTER. INTERSECTION DETAIL - WEST PEARSON DRIVE 1^=20' 5°® SIH IV EI-IATTER'Y G W am^ W • b•a ew A • 018 wEoh•A u 8wx IE1bry.3q zat wrow wn., n City. v 6 DRAVN H Ar, DATE- as -17-3m1 A:,; . i . I J � v .. , i, EEDbrt. L. 8bmibbq L. CNi L 01181 3 64 8 01° . 1% cm 8%lBE, iZMWDlD BY. 1 DALE. 06 -17 -Ml 778+0p /GUTTER - 688.95 / STA 127+91.791.7 8 {15.88' RT ELEV - 688.34 °® 9EN.f N FEET' GUTTER ELEV - 688.11 STA 128+79.29 (15.88' RT) 24� r �- 1 B.56 (211,00' RT) nsQSs 1�rDGE R i11 128+13.35 2.00' RT) ` 3C`(64 S*)~� c� 1 689.86 R=67.50' } $" HMA U) 41. (169 SY) (o 689.48 �o- U 689.56 a 689.11 mill STA 128+52.42 (32.00' RT) PT ELEV - 689.28 \ STA 128+14.39 (35.71' RT) DRIVEWAY NOTES PC ELEV - 689.15 STA 128+17.25 (50.32' RT) PT ELEV - 689.05 STA 128+14.10 (60.17' RT) BOX OUT (2.0' WIDTH) - 688.85 STA 127+98.52 (75.02' RT) 129+00 13 (24.00' RT) PCC ELEV - 688.16 STA 128+47.65 (54. BOX OUT (2.0' WIDTH) - 687.56 STA 128+59.64 (61.47' RT) EXISTING HMA DRIVE �- ONE FULL LANE OF THIS ROADWAY MUST 1. TYPE W CONCRETE DRIVEWAY APRON (7" PCC) REMAIN OPEN AT ALL TIMES. CONTRACTOR WITH RADII (SUDAS FIGURE 7030.101). TO PROVIDE TRAFFIC CONTROL FOR 2. SIDEWALK THICKNESS THRU DRIVEWAY TO ALTERNATING TRAFFIC (TC -211) OR WORK MATCH DRIVEWAY THICKNESS. ALONG EDGE OF ROAD (TC -202). 3. CONSTRUCT 8" HMA DRIVEWAY BEHIND INCIDENTAL TO TRAFFIC CONTROL ITEM. SIDEWALK (2/K.02). INTERSECTION DETAIL - CENTER PEARSON DRIVE ,"=20' PROJECT xUNDER 1 T JOHNSON COUNTY 112327-1 INTERSECTION OETA1l5 i 0 7171 686.16�g' STA 133+43.74 (68.62' RT) R,3p, EXISTING ----_� HMA DRIVE 686.82 STA 134+03.87 (113.45' RT) DRIVEWAY NOTES 687.33 STA 134+04.16 (84.86' RT) -F 0 10 zo 'A' CONCRETE DRIVEWAY APRON (7" ONE FULL LANE OF THIS ROADWAY MUST 1. TYPE PCC WITH FLARES {SODAS FIGURE 7030.101. REMAIN OPEN AT ALL TIMES. CONTRACTOR ) ) TO PROVIDE TRAFFIC CONTROL FOR 2. SIDEWALK THICKNESS THRU DRIVEWAY TO ALTERNATING TRAFFIC (TC -211) OR WORK MATCH DRIVEWAY THICKNESS. ALONG EDGE OF ROAD (TC -202). 3. CONSTRUCT 8" HMA DRIVEWAY BEHIND INCIDENTAL TO TRAFFIC CONTROL ITEM. SIDEWALK (2(K.02). INTERSECTION DETAIL - EAST PEARSON DRIVE 1° = 20' 1. TYPE 'A' CONCRETE DRIVEWAY APRON (7" PCC) WITH FLARES (SODAS FIGURE 7030.101). 2. SIDEWALK THICKNESS THRU DRIVEWAY TO MATCH DRIVEWAY THICKNESS. INTERSECTION DETAIL - FUTURE DRIVE 1' = 20' SEE PLAN FOR WIDTH nG � SCARI FY AN D COMPACT SUBGRADE GRANULAR LEVELING COURSE 0 v -- 2" HMA SURFACE COLTggR `o -n 2" HMA INTERMEDIATE COM_ 9E 4" HMA BASE COURSE a TACK COAT BETWEEN LIFTS (TYP) SCARIFY AND COMPACTSUBGRADE GRANULAR LEVELING COURSE (� 1 PGC DRIVEWAY HMA DRIVEWAY I G SHIVC! IATEFY m.x.onau.w..ep.0 owarMa au. we. na sea'Knae.run.r,.e+xa.wau �v"a+• 11 MTE. %-17-Eo14 a I ETS ow777 Mme.. iL �einc,mp�q a-�Cliopgl iam au-san•%a as4awn '.. c MD an �o mTc oc-rs-ani JOHNSON COUNTY 112327-0 INTERSECTION DETAILS K�2 4 ELEI 687.71 MOSS RIDGE ROAD - --- o e i ELE V _ 667.14 0 N - GUTTER ELEV - 68 FA204 0 -S A 134+34 73 (15.87' - - RT) 3 00 134+00 I _ GUTTE ELEV-686.85 TA 133+5 .73 (15.88'RT) Nmm i 6$8.12ji N I STA 134+ 19.11 (24.30' RT)687.79 STA 133+74.34 (24.00' RT) 7"PCG (54 SY) STA 1K1133+78172fi87.95 73 (3 A0' RT) 7CL 687.56 +688.21 + + STA 134+14.73 (32.00' RT) m PC ELEV - 687.70 R=&4, PC ELEV - 687.97 p � = STA 133+78.73 (40.25' RT) STA 134+14.73 (44.08' RT) 685.84 �I- 685.94 HMA (281 SY) 2 686.16�g' STA 133+43.74 (68.62' RT) R,3p, EXISTING ----_� HMA DRIVE 686.82 STA 134+03.87 (113.45' RT) DRIVEWAY NOTES 687.33 STA 134+04.16 (84.86' RT) -F 0 10 zo 'A' CONCRETE DRIVEWAY APRON (7" ONE FULL LANE OF THIS ROADWAY MUST 1. TYPE PCC WITH FLARES {SODAS FIGURE 7030.101. REMAIN OPEN AT ALL TIMES. CONTRACTOR ) ) TO PROVIDE TRAFFIC CONTROL FOR 2. SIDEWALK THICKNESS THRU DRIVEWAY TO ALTERNATING TRAFFIC (TC -211) OR WORK MATCH DRIVEWAY THICKNESS. ALONG EDGE OF ROAD (TC -202). 3. CONSTRUCT 8" HMA DRIVEWAY BEHIND INCIDENTAL TO TRAFFIC CONTROL ITEM. SIDEWALK (2(K.02). INTERSECTION DETAIL - EAST PEARSON DRIVE 1° = 20' 1. TYPE 'A' CONCRETE DRIVEWAY APRON (7" PCC) WITH FLARES (SODAS FIGURE 7030.101). 2. SIDEWALK THICKNESS THRU DRIVEWAY TO MATCH DRIVEWAY THICKNESS. INTERSECTION DETAIL - FUTURE DRIVE 1' = 20' SEE PLAN FOR WIDTH nG � SCARI FY AN D COMPACT SUBGRADE GRANULAR LEVELING COURSE 0 v -- 2" HMA SURFACE COLTggR `o -n 2" HMA INTERMEDIATE COM_ 9E 4" HMA BASE COURSE a TACK COAT BETWEEN LIFTS (TYP) SCARIFY AND COMPACTSUBGRADE GRANULAR LEVELING COURSE (� 1 PGC DRIVEWAY HMA DRIVEWAY I G SHIVC! IATEFY m.x.onau.w..ep.0 owarMa au. we. na sea'Knae.run.r,.e+xa.wau �v"a+• 11 MTE. %-17-Eo14 a I ETS ow777 Mme.. iL �einc,mp�q a-�Cliopgl iam au-san•%a as4awn '.. c MD an �o mTc oc-rs-ani JOHNSON COUNTY 112327-0 INTERSECTION DETAILS K�2 BEGIN CURB TRANSITION 1085+13.88, 11.67' RT CURB BREAK POINT -BEGIN SB PAVING 1086+18.19, 1.10' RT 1 1085+36.08, 34.00' LT 086+36.20, 23.48' LT 1087+00 LIFT STATION ACCESS (U.04) 1087+88.96, 34.00' LT RADIUS RE RN - 1088+37.51 1089+44.77,34.00 _ 34.00' LT SAWCUT PC N 1085+42.07, 23.00' LT 1086+00 o G a 0 o p o? 185+00 T\ --- �I� —7 7�V V� 4.00' e _ PCC END CURB TRANSITION _ _ - �- �N 1088+58.95, 0.00' + - w I - 1085 18.83, ,10_8S'J�T- w PROFILE GRADE \ LOCATIONtSAWCUT `END TAPER 2.0' RADIUS POINT PAY \ \'-END CURB TRANSITION 87+50.00, 24.00' LT 1089+53.84, 3.00' RT 89+8 85+14.99, 1.09' LT \1\ -SB PROFILE GRADE LOCATION _ _ _ _ _0 - - 88+6D 89+00 ------------ BEGIN TAPER AND CURB TRANSITION - - - - - _ - 87+0 � _ _ - -- - - - � PAVING LIMIT I"�r� 85+10.00, 0.79' LT _ - - + _ 86 00 (N 89+49.91, 19.94' LT � iGIWGURB JOINT �85+00 GEOMETRIC LAYOUT: HIGHWAY 1 co PAVI LIMIT RADIUS RETURN MILL AND REPLACE 10" PCC BASE, 1 2" HMA INTERMEDIATE. -- D90+1 '92` t 1090+92.84, 30.00' LT 1 1" SURFACE COURSE z PAVING LIMIT - _� o z C—J 1 " HMA SURFACE COURSE X90+54.97, 29.57' LT 1090+00 \I _ ! 3" HMA BASE, 1 z' HMA INTERMEDIATE, —I 4' PCC MEDIAN WITH 1091+00 1" HMA SURFACE COURSE CONCRETE CURB AND GUTTER SAWCUT PT 1090+39.27,4.62)" RT 2.0' RADIUS POINT 1092+ - _ NOTE: DIMENSIONS ARE TO FACE OF CURB PAVING LIMIT - 00 BEGIN TAPER - _ 90+27.58, 13.74' LT \ 90+75.01, 3.D0' LT \PAVING LIMIT PCC 1092+80.00, 30.00' LT \ �- �% y� \� _ L /-90+79.34,20.51P LT 1091+69.76, 30.00' LT 1093+pp - =: C \ l \ �< 1 _ _b - i BEGIN TAPER o SB PROFILE GRADE LOCATION`" -�- "���\\IK\���<<C����\< 9z+zs.Do,6.Do'Lr \ 00 -- 1 94 PAVING LIMIT ------- v 780'15:1 \ _ - +78,54, 9.54 LTR - - - �..; ------ _ - _ - END TAPER 93+45.00, 16.00' LT \ ®' PAVING LIMIT PAVING LIMIT T --- I - PAVING LI091� J _ 90+26.20, 1.96' RT 90+66.37, 1.50' RTI 9.00' I _ - - , 89+86.56, 0.00' POE 142+28.48 MOSS RIDGE ROAD cli N POC 90+11.70 NB HIGHWAY 1 FACE OF CURB AND _ - 90+00 �I! BACK OF CURB TANGENT 7.0' RADIUS POINT - -- - 91+00 l - - -- - -- - __ - _ - - STA 90+75.01 TO 92+25 93+44.84, 8.00' LT NB PROFILE PAVING LIMIT -- - - 92+pp - -' - -- 89+87.91, 17.07' LT l GEOME] RIC LAYOUT: HIGHWAY 1 SHIVC-HAITI=RY cem, aap m u. w a an. w, oEB Mo m4 u ' s m mmrn x zax w meBm o w. c n. mwe s zes DXHV N BV Pw c NUXBEa A0.cVIiEiiU 4£,ENaIXEE¢,nc MdYq IL•ftwrA lat IL•CN'• IL I F.F (31B)854 1 I CHECKED BYDHT %-17-2016 JD'NS N COUNTY 1093+61.42 f, 1.29' LT 93+54.12, 1.50' RT LOCATION--� -� GEOMETRIC DETAILS - HIGHWAY 1 1085+00 SB PROFILE GRADE LOCATION r 1 1087+00 1086+00 M O T V M _M c_ .y _ o . N M ch Ir r r __ - - p " ❑ ` — N _ m ai N L r O n `q P RT00 _ 1089+00 co —[�2 �M UIM �R L_2 I ---NB PROFILE GRADE LOCATION --------------------- ----- 89+00 88+00 _ g� _ MILL AND REPLACE _ +00 PCC CfC� _ - -- �s � < 1 — — ---_ z `B6+00 ' SURFACE COURSE - — _ 10" PGG BASE, 1 2' HMA INTERMEDIATE, 3" HMA BASE, 1 z" HMA INTERMEDIATE, 4" PCC MEDIAN WITH 85+00 L 1 2' HMA SURFACE COURSE 1 2' HMA SURFACE COURSE CONCRETE CURB AND GUTTPR� III JOINTING LAYOUT: HIGHWAY 1 j NOTES. kms 1. ALL LONGITUDINAL JOINTS SHALL BE EITHER KT -2 OR L-2 UNLESS INDICATED OTHERWISE. 2. ALL TRANSVERSE JOINTS SHALL BE CD JOINTS WITH A MAXIMUM 20' SPACING UNLESS INDICATED OTHERWISE. , '^ _ O _ 3. IF A JOINT LENGTH IS 2', A C JOINT SHALL BE USED INSTEAD OF A CD JOINT. - - - -- _ 4. REFER TO STANDARD ROAD PLAN PV -101 FOR ADDITIONAL DETAILS. ~ R pp pp0 - --_6 EXISTING JOINTING IS APPROXIMATE ONLY BASED ON RECORD DRAWING DATA. FIELD VERIFY AND MATCH EXISTING SCALE N FEET KT -2 1 914.8'g TRAN�VE-RSE_-JOINT SPACING. p 2 KT -2 1091+00 6. JOINT DIMENSION -S ARE TD._EACK OF CURB. - n 14.7'70 3'1 11 i F N N 1062+00 — - _ SB PROFILE GRADE LOCATION— M _ 9.7 -_ L-2 i 093+00 NE -� �' ` C < C{<� \ l / `< f (T r _L 2 - -1, _ a _ mM m 1094+00 - r _ ___-.'�f1J_j \— " x U M •> -. - - M T'T O fff NB PROFILE GRADE LOCATIONEE - ----. 90+00 1 _ SH'v��L�T '�I'3! Cctlar l$pM&w•brre Qty.lA: MCR6aw $IINB-H3(M9'. YK. 3OUNkXI11�IB GivB.,W.9 Gfy. OttB '$119'$ nP ill: CFM ORTEi C6_I]-2019 PROJECT NUMBER SNO SHEETS natxrzec Tu ae,Fnelnccelnc M°I"a R•e'm,iplat u.•cl+eew.R Cnel as9anuo• rav prel ssn-e92t cxECMEe Bv: �x vnTE: os-1+-m+JOHNSON COUNTY 112327-1 JOINTING DETAILS-HIGHWAYi No. sx ETs 02 - — - 1095+00 Nzo Ir - F t L-2 �– ti 16 SRP_ROFALE-GRADE-LOCATM 1096+00 1097+00 ooj� IOE i� Io L-2 m r Irn I J_ - ='- I / 98+00 97+00 96+00 95+00 ----Z- 1 15 30 NB PROFILE GRADE LOCATION 1102+00 1101+00 1098+00 1099+00 1100+00 r•,r --- — - - -- - - -- – - __ 1 102+00 \ 101+00 99+00 100+00 98+00 /�,� �4�JOINTING LAYOUT: HIGHWAY 1 5H1 V LrIA' !{IrF � �IA. b CIM IA • C MQl N I BIiFd+IeHB.Y. ht 2834 ttrlh" W b Qb. iNa 4PA5 -aavv Eve cEu pn:r :6 I7'l MITl[TU96*f NUINEEBING MUIK, IL• BMMI1YdMR IL, Ch.B IL (8ffiI 3843880, �e%(38)354-flQ'I CHECKED HY: lw pRiE O6 -IJ -2014 SB PROFILE GRADE LOCATION JDHNSDN CDJNTY 'acr cE rvuNECS 112327-1 JOINTING DETAILS -HIGHWAY i 10" PCC BASE, 1 2' HMA INTERMEDIATE,3" = HMA BASE, 1 2' HMA INTERMEDIATE, ' I 4" PCC MEDIAN WITH j FULL DEPTH HMA, NO MILL AND REPLACE 1 z' HMA SURFACE COURSE 1 Z' HMA SURFACE COURSE CONCRETE CURB AND GUTTER JOINTING REQUIRED 1 2' SURFACE COURSE JOINTING LAYOUT: HIGHWAY 1 1102+00 1101+00 1098+00 1099+00 1100+00 r•,r --- — - - -- - - -- – - __ 1 102+00 \ 101+00 99+00 100+00 98+00 /�,� �4�JOINTING LAYOUT: HIGHWAY 1 5H1 V LrIA' !{IrF � �IA. b CIM IA • C MQl N I BIiFd+IeHB.Y. ht 2834 ttrlh" W b Qb. iNa 4PA5 -aavv Eve cEu pn:r :6 I7'l MITl[TU96*f NUINEEBING MUIK, IL• BMMI1YdMR IL, Ch.B IL (8ffiI 3843880, �e%(38)354-flQ'I CHECKED HY: lw pRiE O6 -IJ -2014 SB PROFILE GRADE LOCATION JDHNSDN CDJNTY 'acr cE rvuNECS 112327-1 JOINTING DETAILS -HIGHWAY i WR 0) Ir Q N ti N Q 3 0 J 0 U 0 3 n N CEJ N U 'm U O I a Lr Lr L S S141 I M1 FIEi MOSS RIDGE ROAD PROFILE GRADE LOCATION— 15.0' JOINT SPACING 15.0' 14.5' JOINT SPACING 12 0 123+00 1?4-9 125+lllw00 - - -, •.. ...._2 :. .- , ,r .,.-. t- L-2 12.2' 12.2' ❑ > L-2 rte- ❑ in ti L-2 n o Io ' 9 .00 3.001 -2' JOIN -- 6.S 00 .00 A ING.- 6"HM RIVE •, 6,1 PC RIVE - '— — 91,PCC ---- ----- — r a JOINTING LAYOUT: MOSS RIDGE ROAD =` gT; OTES: 1. ALL LONGITUDINAL JOINTS SHALL BE EITHE T-2 OR L-2 UNLESS INDICATED OTHERWISE. , a 2. ALL TRANSVERSE JOINTS SHALL BE CD JOINTS TH A MAXIMUM 15' SPACING UNLESS INDICATED OTHERWISE. ILENGTH IS 2', AC E USED STE JOINT. FOR L DOETAIS.FACD PLIAN PVFAJONT 4. R FERTO STANDARD ROAD -101 ADDIT T SpPC�NG 5. JOINT DIMENSIONS ARE TO BACK OF CURB. 41 JO\N SPgC1NG 1 136}p0 0 O, 126+0p c . MOSS RIDGE ROAD PROFILE GRADE LOCATION o. 15 o � 13.66INT SPACING 14.9' JOINT SPACING " JO 0 12g �, L Isp 40 h' �' 127+00 r 128+00 L-2 / L2 r L2 ' BCA.E IX FFEi " LAYOUT: MOSS RIDGE ROAD- �J�OIIN\/TING SHIVC-S-iYR'-.I i EF i �E� w b�C !L BYi CEM DATE ROJECT WLIHE Iry. MctleaW 5nire+1atlaY, Elc 2834 NEMpem oma bw (311, IGAs 6??AS °°'IT'1'0'^ JOHNSON COUNTY 112327-1 N'ONB. 1L 1 13IIL, CIkA9q IL (99)3563000•F9%(19{350.8921 CKCKED BYE L` PATES 06-I1-2014 KET TOTAL JOINTING DETAILS - MOSS RIDGE ROAD M. SHEEiS L'� APCHIiE[TV 0.E.[NGINEERIN6 !� A D SCGEE IH FET MOSS RIDGE ROAD PROFILE GRADE LOCATION 13' JOINT SPACING JOINT SPACING I 8.5' JOINT14.3' 13.0' JOINT SPACING 134+00 14.0' JOINT SPACING SPACING 133+00 132+00 t.�, 130+00 131+00 1 2 i o ai o L-2 � L-2 n r� n o r= ad i co b of L-2 cJ _ _ L-2 u._._.l m Y MSI , - 9.O' Pl�NELS' El CC 6" HMA DRIVEWAY 6" PCC DRIVEWAY O ---JOINTING-L-AYOUT-- UOSS RIDGE ROAD r / 16' JOINT SPACING 15.0' JOINT SPACING 7+oa 17, 6®E 135+00 f 136+00 - r' -u13 8+00 LQ - L-2 co — C of L-2 °' v L-2 m L-2 U o a' L-2 L-2 in co 739X00 L! %NELS x f 7.5'P MOSS RIDGE ROAD PROFILE GRADE LOCATION <a JOINTING LAYOUT: MOSS RIDGE ROAD SHI VC—HA5 Y Li41 C& rflOpMp A. eC .IA. NbYw A S B -®a .lM 293 NIXI�aO O QsC .OB 52 A0.CNILECi11RE+ENGI VEERING udnq c • BbaNrymq IL CMee9q IE I S3B13543090 +Fax (3191 s5a-es'tl DRAWNB CtM EHEC BBYi AB B iE. 06-i]-2]14 P AC- NUMBER A INSON CDUN' Y 112327-1 BPTE'v6-IJ-21111 ? I. JOINTING DETAILS - MOSS RIDGE ROAD No 'YEEi3 I -,D$ D ,D SL LE IN FEE' 14.0' JOINT SPACING 130+00 77.7 LA- I p MOSS RIDGE ROAD PROFILE GRADE LOCATION 8.5' JOINT SPACING 13.0' JOINT SPACING ' 131+00 132+00 L-2' L-2 — --- —G I- - - - - JOIN--FING- LaAYOUT-- 2014 JUL -3 FM 0' 13'JOINTSP� MI 14.3'J SPACING ' i CI _f Y' I 133+00 134+0 ' ---- ---_ m (iq L-2 L2 lull ;I I' 19.0' IPAN LS I 1 1 8' PANELS (TYP) j 8' PANELS ❑ _(TY P) — I. ' O 9" PCC 8" HMA DRIVEWAY ' 7" PCC DRIVEWAY IDGE ROAD ^� 15.0' JOINT SPACING 135+00 136+00 -=- -!- z -- -+- 1 L-2 --�_L----'' ---�� i- i o L-2 — 2 I — T' �T io t�f 0 15' JOINT SPACING 137+00 �-2 L-2 i 1:aLolelQ:007l►]u1.101911Wei7_1of:81liZoTtIrQ211 71 I O IS ]G ll.4ll FEET JOINTING LAYOUT: MOSS RIDGE ROAD SHIVC-F" TERY GM"tNrd,A 1.Qy,A 0e5MorI1 SLV.HIH'W,,11. WUN.h�ts 4 OV. I.. 52246 I DRNVN 9" Oeu DAM 5 -2816 � RO' NLL':9ER I SHEET TOT Mdh"4_•HYc.M l•Cl.allL (7>g)sznaa4p. Far pig) 8646921 JOHNSON COUNTY 11232]-0 JOINTING DETAILS -MOSS RIDGEROAD NE. sHEEis LNEEKEO 8Y1 -A Cq E� 06-f]-_51< I L.05 2i IL m v 0 N N h- y S SCJ�E'" F- 15.0'JOINT SPACING 139+00 7-LY-.- Fo L-2 n 0 140+00 - 9" PGC 9" PCC TO 13" PCC TRANSITION PANELS, 2' SECTION OF 13" PGC SECTION ABUTTING HIGHWAY 1 PAVEMENT. SEE SHEET B.04 FOR DETAILS 10" PCC BASE, 1 Z" HMA INTERMZANDGUTTER 1 z' HMA SURFACE COURSE 3" HMA BASE, 1 z' HMA INTERME 1 z" HMA SURFACE COURSE 4" PCC MEDIAN WITH CONCRET 0 JOINTING LAYOUT: MOSS RIDGE ROAD SHIVG ^W"ITEI�Y C 6r �D L w, bwe CX IL , Dea Mn is 2894 Nnl w% Phe bxa CRY. mw Sane DknVn ex: c:N na1E: III.o mdha �L `6bai�tOdt�C`CNCe(H IL 131&354-9D4D, Fax (319) eat CHECKED sr, DI 89-lr-mw *00 / m r SEE SHEET L.02 FOR / HIGHWAY 1 JOINTING l l� JDHNSUN COUNTY PPOJECC NOI 1123271 Or ANIV T Ts33 ; �t to Tf ^ •tet j ./7 /` JY 1� r, o�y i JDHNSUN COUNTY PPOJECC NOI 1123271 JOINTING DETAILS - MOSS RIDGE ROAD �t to Tf ^ •tet j 1� JOINTING DETAILS - MOSS RIDGE ROAD UNIFORM TRANSITION 1085+00 --- ------ 0 +44.77 1089+00 690.52 1087+00 I MI 688.65 o 1086+00 o ;1 1 +I 688.83 +! / .i a Lo M c6 v m f M 0o Nlr. r1------------ - - - - --- - ----�M _ - ------~ 688.41 X688.46 '688.81 688.93 ------"---- - 689.33 +36 05688 55 - '-22.00' LT _ --- - m o O 4 22.50' LT __ 22.96' LT o <C w 688.77 68 -� - j 688.78 688.99 24.00' LT +r - - +36.08 a 688.62 o +36.08 cq 23.00' LT689.07 t7 m ; -_ 24:00' LT ICONSTANT'! 0 689.17 0 - L 688.51 1 2% SLOPE UNIFORM 689.15 689.13 - _� 17.65' LT TRANSITION - i f l_ , 12.10' LT 688.34 _ «�---%88.30 688.21 - - ' r 688 30 688.51 688.74 687.99 688.03 688.14 _ \ 687.97 3.39' LT 688.14-', `7.35' LT fi 688.45 688.29 688.38 _ \ -NB PROFILE GRADE LOCATION ------ ---- -------------- ------------------- -- UNIFORM TRANSITION TO 2% _ __---------- - -- --- ------ 88+00 89+00 _ _ - SB PROFILE GRADE LOCATION _ _ --- 87+00 NOTES: 86+00 1. CROSS SLOPES DESIGNATED WITH ±ARE TO MATCH EXISTING CROSS SLOPE OF ABUTTING PAVEMENT. ____---- ------ 2. ELEVATIONS REFERENCE FORM GRADE ELEVATION AT FACE OF CURB. - 85+00 3. STATION OFFSETS ARE AT +00 OR +50 UNLESS DESIGNATED OTHERWISE. STAKING LAYOUT: HIGHWAY 1 4. A UNIFORM TRANSITION SHALL OCCUR BETWEEN DIFFERENTIAL CROSS SLOPES UNLESS DESIGNATED OTHERWISE. _ -+87.91 10" PCC BASE, 1 2' HMA INTERMEDIATE; 689.31 ---- -- 1 z' HMA SURFACE COURSE 1090+00 +92.84 689.96 �- _ 3" HMA BASE, 1 2' HMA INTERMEDIATE, 4" PCC MEDIAN WITH "00- � ' 1091+00 `- - 1 " HMA SURFACE COURSE CONCRETE CURB AND GUTTER °.� �+ - .�l� IN, -IT o I 1 +I J 1092+00 M i N Miry tGj l 689.79 ob.1 i- ! ----_- ' - - UNIFORM TRANSITION TO 2.0%± rol +84.65 M��.,. �'� ! 1093+ --- - ---- _ ----_STATION 1094+50 TO 1095+00� c 689.58 - o I " 689 - _- - - - �_ _ i co; I o 00 Z6 + _NORTH OF 1095+00 )8-_ 689.44 689.37 i - - 689.85 �'� 611, �� 1094+0p �- o --- ---- 1 + o --- 4 - - - ----- r689.45 N489 ae _ C61 9 y _ 68965 t IR + -- 6.20 � � - _`' , - �- - 689 45 � w a � 689.05 - __a Lo 689.14 689.51 689.60- -- 089.55 -689 60- = _ - !� R --- +86.56 689.60 ------_ _e 689.53 ': -- � -- N N 689.60 - 689.40 688.95 \-+75.02 - 90+00 ---- -- - -- --- - _ 68_9.48 689.43 --- - _ 689.09 - SB PROFILE GRADE LOCATION-/ �\ +75.02 91+00 -------- ------ ----------- ----- / 689.36 ----- _ ( _ NB PROFILE GRADE LOCATIO688.62-f - �TSTAKING LAYOUT: HIGHWAY 1 SfIIVC+l�f RI F4� CetlreptlglA•bwaCH,W• MORgW ShW4J IOry, 28MNM01aR rv&KreCity.IO.ve54245 RR54 AY OniE 06 -I) -201c PREJEC'NUMBrR TOT11 nacxrteclvat.e NCletealNe ftft IL•°bwNrglary 8-•CHcepa lL AI &u3J48•F9n 4997354-8921 c¢cxE 9n aoa care o9 -n -Em< JNHNS�7N MONTY - 112327-1 STAKING DETAILS - HIGHWAYi NE. seccrs I L07 ➢t 30 S4� MOSS RIDGE ROAD PROFILE GRADE LOCATION-\ 00 ^150ix 2°l° SLOPE �gZ p,N CO } _ - OPE i 0 SL CO�S'f PNS 2°r� STAKING LAYOUT: MOSS RIDGE ROAD AND HIGHWAY 1 INTERSECTION 141+00 +92.84 (HIGHWAY 1 SB) 68.96 +57.74, 46.80' LT1 690.01 1 +56.43, 33.21' LT 690.08 +24.38 690.47 o v, +24.38 E� 691.13 +10.73- rn 691.37 1 +10.73-' N 690.97 +59.49, 18.82' RT 690.11 +51.77,37.65'.,7 I 689.96 1 NOTES: 1. ELEVATIONS REFERENCE FORM GRADE ELEVATION AT FACE OF CURB. 2. STATION OFFSETS ARE AT+00 OR +50 UNLESS DESIGNATED OTHERWISE. 3. STATION REFERENCES TO MOSS RIDGE ROAD PROFILE GRADE LOCATION UNLESS DESIGNATED OTHERWISE. 3. A UNIFORM TRANSITION SHALL OCCUR BETWEEN DIFFERENTIAL CROSS SLOPES UNLESS DESIGNATED OTHERWISE. + +44.77 (HIGHWAY "s ) .52 l I I jI , i 1 I C:, , + + + i I rn t + 4 o + P + I I L__ i 1 �? 142+00,' 1142t�8 _+70.55,33.* IST + 690.20 1 1 1 1 n 04 - l i M I 1 - -r O 67.17 O r 90.27 rn I I I I II } O I O , 1 VIII f rn T, o n I 1-+66.24,1847'Rj a) 690.20 ) O O N 1i7 + 1 1 O O rn I I I I II I I I I I I I I _ Ir rW 10" PCC BASE, 1 2EDIAT ' HMA INTEk [ME 9" PCC 1 D 1 z" HMA SURFACE COURSE" r,.> 3" HMA BASE, 1 z' HMA INTERMEDIATE, 1 2' HMA SURFACE COURSE SHR V VFI `111 1 SMS-tl � 1�. CT9 � . — ➢RPVN dY ➢NiE 06-11-20I< RNECi N M➢ER ng a°r*g IL 011 a .IL Citta 35asnaa • Fea lsl�A sSe-ani ---- JOHNSON COUNTY 112327-1 STAKING DETAILS -MOSS RIDGE ROAD AND HIGHWAY I INTERSECTION no. s _ L.08 STORM SEWER GENERAL NOTES 1. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 2435,2503, AND 2552 OF THE IOWA DOT STANDARD SPECIFICATIONS AND DETAILED SPECIFICATION REQUIREMENTS PREPARED FOR THIS PROJECT. 2. ALL STORM SEWERS SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE IN THE PLANS. 3. BACKFILL WITHIN 3 FEET OF MANHOLE AND INTAKE WALLS SHALL BE COMPACTED USING PNEUMATIC OR HAND TAMPERS ONLY TO ENSURE PROPER AND UNIFORM COMPACTION OF BACKFILL AROUND STRUCTURE. 10. FLOWABLE MORTAR BACKFILL SHALL BE USED BETWEEN ALL EXISTING OR NEW UTILITIES WHERE REQUIRED COMPACTION CANNOT BE OBTAINED. FLOWABLE MORTAR SHALL BE FORMED AND SHALL HAVE BOND BREAKERS BETWEEN MORTAR AND ALL UTILITIES AND/OR STRUCTURES. MAXIMUM COMPRESSIVE STRENGTH OF 90 PSI. 11. THE 32' STEEL CASING PIPE IS TO HOUSE TWO JOINTS OF THE A-2000 SEWER PIPE AND SHALL BE CENTERED WITH THE CENTER OF THE CREEK. BACKFILL LEGEND 4. ALL STORM SEWER SHALL BE BACKFILLED WITH SUITABLE BACKFILL MATERIAL COMPACTED IN ACCORDANCE WITH SECTION 2552 OF THE IDOT STANDARD SPECIFICATIONS. STORM SEWERS SHALL BE BACKFILLED WITH EITHER OF THE BACKFILL NTH FLOWABLE FOLLOWING COMPACTED TO 95% STANDARD PROCTOR DENSITY: MORTAR AND PROVIDE BOND BREAKER AT PIPES A. SUITABLE EXCAVATED MATERIAL AS DEFINED BY SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATIONS. IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN, CROSS HATCHED PROFILE (CLASS 1 CRUSHED STONE) B. CLASS I CRUSHED STONE AS SPECIFIED IN SECTION 2552.02,13.1 OF THE IOWA DOT STANDARD SPECIFICATIONS. STORM SEWERS CROSS HATCHED ON THE PROFILE VIEW SHALL BE BACKFILLED WITH CLASS I CRUSHED STONE AS SPECIFIED IN SECTION 2552.02, 8.1 OF THE IOWA DOT STANDARD SPECIFICATIONS, COMPACTED TO 95% STANDARD PROCTOR DENSITY. SEE BACKFILL HATCHING LEGEND. 5. ALL STORM SEWERS SHALL BE PROVIDED WITH CLASS R-2 TRENCH BEDDING PER IOWA DOT STANDARD ROAD PLAN SW -102, UNLESS NOTED OTHERWISE. 6, ALL STORM MANHOLES ARE 48" UNLESS DESIGNATED OTHERWISE ON THE PLANS. ALL STORM MANHOLE CASTINGS SHALL BE TYPE R-1642 PER NEENAH CONSTRUCTION x"-CAST+NGS WITH CITY OF IOWA CITY LOGO ON MANHOLE COVER. STORM MANHOLES ARE W-401 7,-&HEAPR(�IftECTION, AND THE LAST 2 PIPE JOINTS BEFORE THE APRON SHALL BE TIED ----(RF-1747TY CONNECTION). `a G�w 8. STATPF INFORMATION RELATED TO THE LOCATION OF THE APRON SECTIONS IDEy�FIES THE CONNECTION POINT BETWEEN THE APRON AND THE PIPE SECTION. 9, WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK, SHI V �HA I L9 L� GMe� lmµd9, lA • IvwB City. IA • We MOkgd W 1 $�i,9}IaryBry, p,G 28361 8 pNe, give City, lora 5?ZC5 CRAM BY 5'J D it" p5.t]-20:a I nxcnlieerc.e a cine WIM IL• BlbMkVM a• Cr MIL I ppt 354aaB•iar pnl arsaBBzi -TE: Br. a BAre� os-n-Eo,e j JNHNSON CLIUNTY PfEO ECi N,WBEi 112327-i STORM SEWER GENERAL NOTES S4EE nB, M.00 iOiRL SHEErs STORM PLAN 670 (o C) ti 117, 0 1 =I:,)— 0) co 1) D E:111� I It g A I 7HI 14) N DO Lo Cqt m 0, —712 12` -- - — 2'4- - —12,4- - —12"W- —124- - —1 2-4N - -- m ro 741+00 742+00 743+00 743+2 5 m co co (o 4— - 4 m coco co w (o m INTAKE 3.2 — — — — — — -------` 10 0 OR cc 127 +00 STA: 124+00.00 STA: 1 ' 12 00 126+75.00 125+00 126+00 m co (o CID JOFFSET: -15.50 740+00 FF:SET: -15.50, OFFSET: __�7�SU�BDRAIN 741+00 — N�_ -P-3.3-71 742+00 — STORM PROFILE I I I INTAKE I 1, 124+00.00 STA: V:—,I - 10' H: I" 330' STORM PLAN 670 (o C) r- (r) 117, 0 1 =I:,)— 0) co 1) D E:111� '0 g A (,Ni 14) N DO Lo Cqt m 0, LO GO m ro m co co (o 4— - 4 m coco co w (o m CID (01,100) co 10 0 OR cc m ID m U:I m to (o m (C) 0) m co (o CID 0) to (o 740+00 0 741+00 742+00 — 743+00 743+25 STORM PROFILE V:—,I - 10' H: I" 330' SHP,/C-FWrTC-:RY c— [A I GW,.H� 1� � Nccult. CCb.O •1 BjIJ DRA��� A�� LTE JOHNSON COUNTY 112327A STORM SEWER PLAIN AND PROFILE -MOSS RIDGE ROAD , ftl4 IL �L , c . STORM PLAN 700 695 690 685 680 675 670 0 m 00 co STA: 126+55.06 STA: 126+75.00 a CID co co iZ Z 0] h o - NI N QM� M YID"''o LU II O 210, to o 6" SUBDRAIN 0 CD uj x L ' II O WCnZ STA: 126+75.00 YK= I I OFFSET: -15.50 LO LO W (DWW STORM MH #3 ----------- 5 NcoWW �Iv t�--1 QO II 0, CO 700 695 690 685 680 675 670 0 m 00 co STA: 126+55.06 STA: 126+75.00 a CID co co iZ Z 0] h o - NI N QM� M YID"''o LU II O 210, to o 6" SUBDRAIN 0 CD INTAKE 3.1 I II O WCnZ STA: 126+75.00 M O In I I OFFSET: -15.50 LO LO W (DWW STORM MH #3 ----------- 5 NcoWW �Iv STA: 126+73.02 QO II 0, CO C OFFSET: -47.28 Olv)Mmm L, (0 0(0 ---------------; 732+00 73'225 OUTFALL3------- o STATION = 126+70.15 / c:) OFFS = 84.37'_LT C / 04 0 CD CID I I II O WCnZ p 11 ' W(qZ � M O In C-41 LO < O �yQr�r LO LO W (DWW W:....�(DW WW 5 NcoWW �Iv C�l01 Q QO II 0, CO zi CO of LLcCO(0(o Olv)Mmm L, (0 0(0 Z— c0 7 STORM PROFILE 30+00 731+00 � v II('""=y10'' P. 1" = 3, ----. - - t } cm:R { CSE mF A, b CRY. A, C� MOL IA S"m4W Wy, hfC 2834 N twe Nrvre, p CRY. Mw 6PP45 ORA4N BTS A': DATE GINE[E rvc MaLYIgL BMvnYgtw}IL ClMa,IL (3'879543890 Fex p191354AB2t cH CKEU BT'CEN naiE� na-]- JIIHN$ON C(]i,NTY 30.ECT 700 REVETMENT (R.02 AND U.05) 695 ;ED GRADE 690 - IE = 674.29 685 .:P M -R 670 732+00 732+25 112327-1 STORM SEWER PLAN AND PROFILE -MOSS RIDGE ROAD New Water — 12" DIA PROPO 8 - S LF of 15" RGP_ ORM @ 0.97% 15' F. E. I New S ndary EXISTIN GRADE J�4 131 j DIA LF of 15' STORM @ RCP 26 00%J LF Of 15' ICP TORM @ 1. L 31 LF 0% STORM 15 RCP @ 1,00% 61 � V [O m 00 SIN CO co N1� rn N ��O) C CO o m m - olco mIm Co co m m co�m min o 7 STORM PROFILE 30+00 731+00 � v II('""=y10'' P. 1" = 3, ----. - - t } cm:R { CSE mF A, b CRY. A, C� MOL IA S"m4W Wy, hfC 2834 N twe Nrvre, p CRY. Mw 6PP45 ORA4N BTS A': DATE GINE[E rvc MaLYIgL BMvnYgtw}IL ClMa,IL (3'879543890 Fex p191354AB2t cH CKEU BT'CEN naiE� na-]- JIIHN$ON C(]i,NTY 30.ECT 700 REVETMENT (R.02 AND U.05) 695 ;ED GRADE 690 - IE = 674.29 685 .:P M -R 670 732+00 732+25 112327-1 STORM SEWER PLAN AND PROFILE -MOSS RIDGE ROAD CONTRACTOR TO PROTECT ( INTAKE 4.2 EX PAVING AND EXISTING INTAKE. I j ,n� u , II j ll 5[4y[ IN TEEI � --- I I III EXISTING FIBER OPTIC LINE - NOT IN I ! I I I SERVICE. CONTRACTOR TO PROTECT. N= % INTAKE 4.1 I \1 STA: 125+21.28 k o I I OFFSET: 52.03 / I I N STORM I MH 43 STA: 125+731 OFFSET:94.73 I wi kp0 STORM PLAN "ICY.( r{cl�'�11FN..IntkPl / • :71111 EXISTING BEEHIVE INTAKE REVETMENT (R.01 AND U.05) STORMSEWER PLANAND PROFILE - MOSS RIDGE ROAD 1 M.03 CD I ?; aiz sU)z _ O�N `_ VON7WW d' -N Nd' a)W WW �� Q �0C�O Y Q MN F r OW co U) of to m ?� CO m CO 705 705 U X o�w Www S:U)z W' N "'0 N V 2y In d 0_ V V' N V rn MW W d' 6)N 0)W W W Y 4OCOt 700 700 D Q 2W z . z >'S�W U)Ulcnofcococo 705 705 P ROPOSEE GRADE 700 -10 New Storm — 695 695 — -- 15" DIA 695 — -695 L'I — rry 690 690 a ORM @ 690 E (STING G DE 97 LF of 18" RCP 50 F of 24" RC 685 STORM 1.47% ST RM @_O:56- '-1685 o --- - 680 675 _ -. 685 670 685 - - _ 670 N N W O OrJ CD 0, c6 O 00CA 00to O 1 775+00 775+75 as' 680 680 New Sa itary — New Water -- - 675 675 _ 24' DIA 12" -DIA F.E.S. - IE = 682,65 670 0 670O9 mO cli N LO oCO M O O00 OO DOcli O CC) coOOO W co "MOO ODOnl OOO O O O co -_ -- 770+50 771+00 772+00 773+00 773+25 PROFILES _STORM 1m C*.. w. war Naw SNusHetlwy�Ilc, fV399 NMlgsla Mre, bNB Qty.lowe F324S ORHVN BY'. n•.J BAiE• 06-11-2014 P4EJECi NJMBER e r JOHNSON COU�UTY 11232]-1 .w, taalnac•ewlRsclata•cweoo.L u>w 354SW0•Fml w�l zaeszf LHECKEU BYi G BRiL W-112614 STORMSEWER PLANAND PROFILE - MOSS RIDGE ROAD 1 M.03 z I_W� r U X o�w Www S:U)z W' N "'0 N V 2y In d 0_ V V' N V rn MW W d' 6)N 0)W W W Y 4OCOt Y'' U)C:>C) I`- D Q 2W z u1Kmc�o z >'S�W U)Ulcnofcococo 705 705 700 -10 695 — -695 L'I rry 690 a ORM @ 690 685 .. '-1685 680 680 675 _ -. 675 670 _ 670 N N W � �`; O OrJ CD 0, c6 O 00CA 00to O 1 775+00 775+75 STORMSEWER PLANAND PROFILE - MOSS RIDGE ROAD 1 M.03 NOTE 3 -\ EXISTING FIBER OPTIC AND ELECTRIC LINES - NOT IN SERVICE. \ SwL=,N FHT CONTRACTOR TO PROTECT. STORM MH #2 STA: 129+09.58 OFFSET: 39.07 750+00 NOTE 1 NOTE 2 STA: 129+20.08 STORM P EXISTING DRIVE TO REMAIN OPEN AT ALL TIMES 9 STORM PROFILE /�q VYI�- Ic'' H: 1" =.. 30' I� 0'' �T {E!R{ f rRWMA Iq I Cft IA,P EAOFggw E.EN4INEE A IN6 MOM^ IL• BOQftdt IL • CNMepO, IL 695 690 685 680 675 670 665 751 TING r I ry I l -- PROTECT CREEK BANK WITH REVETMENT 5. y ■0 i " +.h. . r�* ck. Ow — ,,STATION 6f 48 EX. RCP {• 129+73.58 -- t- I,, OFFSET 83.47'LTJ *, Ery Aim ca bown STORM PROFILE /�q VYI�- Ic'' H: 1" =.. 30' I� 0'' �T {E!R{ f rRWMA Iq I Cft IA,P EAOFggw E.EN4INEE A IN6 MOM^ IL• BOQftdt IL • CNMepO, IL 695 690 685 680 675 670 665 751 THE PROFILE BELOW REPRESENTS THE STORM LINE BETWEEN STORM MH #2 AND OUTFALL 5, AND THE STORM LINE BETWEEN STORM MH #1 AND OUTFALL 4. s EXL DRIVE TING r I ry I l -- PROTECT CREEK BANK WITH REVETMENT f�PROPOSED ■0 i " +.h. . r�* ck. Ow — ,,STATION 6f 48 EX. RCP {• 129+73.58 -- r +ti I,, OFFSET 83.47'LTJ *, Ery Aim bown - -u_I r tier r r. TQSRM @ 0. 0% LNew -amtary THE PROFILE BELOW REPRESENTS THE STORM LINE BETWEEN STORM MH #2 AND OUTFALL 5, AND THE STORM LINE BETWEEN STORM MH #1 AND OUTFALL 4. s EXL DRIVE TING r I ry I l -- f�PROPOSED GRADE — -'EXISTING 76 LF 6f 48 EX. RCP GRAD - - -u_I — TQSRM @ 0. 0% LNew -amtary I New Water_— --- r - - __-24' DIA - 12" DIA r -.. 1 48" F: E S iE = 670.63- --- -- N, CV an CO M �c'j— I Ln m d. r CO r— CID am0 w om 00 ml 00 �Im �'ip r...� n � o co 0 m of cOiw °Ico C°Ico o m co m co co 750+00 BNre-HeMry. 1.. :b'3F Ab*1 wBMdM Ciry,M .r:Y4R ➢RPNN HK ATJ HAEE 06 -V -2H(1 WV ��6� � F.(31%Yk- V II CHECKE^_ 9Y.. CEM ➢PTE'. IM-1-1-JITr1NSNN 'ZDUN! Y MA I 752+00 PR➢:ECY Ny .HER 112327.1 695 690 685 680 675 670 J65 0 r m 752+50 NOTES: 1. NO UNATTENDED OPEN EXCAVATIONS ALLOWED FOR STORM MANHOLE WORK ADJACENT TO EXISTING DRIVE. FENCE SHALL BE CONSTRUCTED BETWEEN THE DRIVE AND THE EXCAVATION (DETAIL 4, SHEET U.07) AND MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES. 2. CONTRACTOR TO PROTECT (2) EXISTING SIGNS OR REMOVE AND REINSTALL (INCIDENTAL TO STORM SEWER WORK). 3. TEMPORARY CONSTRUCTION EASEMENT- NO DISTURBANCE OR CONSTRUCTION STAGING ALLOWED OUTSIDE THIS EASEMENT. STORM SEWER PLAN AND PROFILE - MOSS RIDGE ROAD NOTE 2 3 s 5➢ �i �PPL— _cnLe iH rz5T NOTE 1 —' EXISTING FIBER OPTIC AND -- ELECTRIC LINES - NOT IN SERVICE. CONTRACTOR TO PROTECT. STA: 131+54.18 OFFSET: 44.10 INTAKE 2.2 STA: 131+54.00 OFFSET:_ 15.50 EXISTING DRIVE TO REMAIN OPEN AT ALL TIMES STORM PLAN 690 685 680 675 670 665 660 Ln IT o co o _ + INTAKE 2.1 NOTES: STA: 131+54.00 OFFSET: -15.50 ---______ 1. NO UNATTENDED OPEN EXCAVATIONS ALLOWED ----------------- ------ - -`- FOR STORM MANHOLE WORK ADJACENT TO I INTAKE 2.2A EXISTING DRIVE. FENCE SHALL BE CONSTRUCTED STA: 131+70 74 THE DRIVE AND THE EXCAVATION OFFSET: -15.50 (DETAIL 4, SHEET U.07) AND MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES. 'OUTFALL 2 2. TEMPORARY CONSTRUCTION EASEMENT - NO STATION = 131+73.85 DISTURBANCE OR CONSTRUCTION STAGING OFFSET = 69.34' LT J ALLOWED OUTSIDE THIS EASEMENT. w z2�001( + J 04 , 6" SUBDRAIN �w REVETMENT, (R.03 AND U.05) I YI 3: WS' I �W"5 �W Q Z (nZ 0wcoz OWU)Z = (may L''>'�j In - r -t NmNmm In 0 = = I?>Qmm LL) o = = C'J Z dt WO — ( �W WN c7 — — (/7 Of N — (n WW F r --W W two YQ m> ( n (00 W Y Do U)— W,. Q �N� U) II Q C. �o h� 11 ED IT � II ¢ Q❑ 1)0 ~ a'O�SW n 0 W V) 0-' (~o Co ccoo Z Ipd (A LL' LLl (o co Z (n LL LQ to Z W LL (o co - - _ ''PROPOSE D. GRADE _ - New �at - -- --- 12" DIA _ Ad w_ 8 LF of -24' X. RCP STORM Ne Sanitary - - -36' 24" 1A F S IE = 67 51 - 26 LF ARCH f".43s"' x2 " RCR -. ST RM @ 0.74°l° 31 LF of 36" RCP TRENCH ACKFILL TO --EXISTI G GRADE _ ST O M @ FOLLO CLASS R-5 - m rn (o m o m h rn rn n m m ro m QD (0(o co coo r (o (o ui co m (o co (OD0 720+00 721+00 STORM PROFILE q, V: 1y"�= 10' IF: 1"=30' - :I•IATT6-- CaOer Fecaa w.wwa Cry.V ,Oea FwYwe,W SI WIM..I 2834 NMNLaW Orris, was C,y. w«a 52245 IIRAVN.➢n AT'➢RTEi oS-iT-za,n NMY,a IL BbanYMwr L • Chw WS IL k19i 3543010 F. 5313) 351E921 CHECKED Br: ccA� nRTEuv-,i-tow 690 685 680 675 670 665 660 722+00 700 695 690 685 680 675 670 m I,- LID LO L6 W co 0 11 W W In Z jj Atom W Q)WW -.. =O�o Q D W'63cq w Z O IMS m Lo (n LL (o to n. 700 695 690 685 680 675 670 m I,- LID 723+00 JOHNSON COUNTY Lz� 112391 700 695 690 685 680 ;: ►F". P 7% 0670 m GO 723+50 0 - STORM STORM SEWER PLAN AND PROFILE - MOSS RIDGE ROAD AD 11 C, W (n U) W O jj to o off_ -.. =O�o _ LF of 15' R TORM @-0. 0 m m m CO 723+00 JOHNSON COUNTY Lz� 112391 700 695 690 685 680 ;: ►F". P 7% 0670 m GO 723+50 0 - STORM STORM SEWER PLAN AND PROFILE - MOSS RIDGE ROAD INTAKE 1.2 STA:137+90.00 -� OFFSET: 15.50 N r PROTECT CREEK BANK INTAKE 1.1 WITH REVETMENT STA. 137+90.00 (R.05 AND U.05) ^� OFFSET. -30.11 o v 0 O � + o I o r a w BENTONITE D'Mf� O � r n! �' 00 W c 1111111 HIIIIM r9 p II W ZW p II W W Z fi _ �7 N PROTECT K BANK �P W W fn CD r W !n 799• Of Q . R�iuulii,.r,.. o Q z o p PROPOSED GRADE LL 1 ' D 1 u) W _ co 690 690 690 690 68 685 685 — - J 685 C7 s - 680— —Pe680 680 - 680 U. I' II , • BOX CULVERT 677.40 _ I = 677.4675 STORM PLAN O � p N 00 W i9 co r9 p II W ZW p II W W Z n Q LO0_ N Q r W W fn CD W !n Of Q Q 0 O ro Z DO o Q z o p PROPOSED GRADE LL u) W _ co 690 690 690 690 68 685 685 — - J 685 C7 s 680— —Pe680 680 - 680 U. I' 677.40 _ I = 677.4675 —675 675 - \4 675 Storm 10, (SEE V -SHEETS) x15" 670 670 670 — r- 670 �_ RCpCULVERT _�— 5 LF o Lhew Storm ' --_' STOR @ 6.42% 10' x 5" BOX CULVERT (SEE V -SHEETS) 665 - — 665 665 665 5 LF of 15" RCP STOjk.M @ 11.48% 660460 660 660 M i r t17 (00) N ',. 0 0Ico -.'b 10100m 710+00 710+25 700+00 700+25 STORM PROFILE _ _ , =�m•._. ,., 7"=H _ s0' _ �r�/� SE -N& -IA Iryrp y„" necxiT:<ruae.enoln:.alna W %pitl&N.bw City,A BMalO IA eaina.a"ekamYg[ar a.. cnkapo, a. v 8MA-WlIw,IR 284 1b I.13re e01l, e5?2 DRPMN BY aiDATE p IJ -2014 Pre1354aao Bu Osl sSa-eszl c11ECRCD Br.v BATE cs lJ-z JDHNSDN COUNTY DJci4JMBiR -� 112327-1 STORM SEWER PLAN AND PROFILE -MOSS RIDGE ROAD �R N°� z"Ekis M.0& PROTECT EXISTING HIGH PRIORITY FIBER OPTIC LINE REVETMENT (R.09 AND U.05) ;�r 0 _. •T.C.E.' -- -- "1 (I I r �.� I 11 13 0 0 I I 790+00 I 1 t All 70.0' DEE HWY 1 N. 36" F.E.S+V I I STA' 1099+14.99 I I o OFFSET: 57.43' R iL HWY 1 N. 36" OUTFALL 1 I T I STATION = 1099+17.14 f� I I OFFSET = 76.80' LT I t 4 -4 �r I CONCRETE COLLAR (TYPE PC�,SW-211) AT CONNECTION STORM PLAN - NORTH 36" HIGHWAY 1 CROSSING 695 690 685 680 675 670 665 660 655 790+00 791+00 STORM PROFILE - NORTH 36" HIGHWAY 1 CROSSING /92+UO 695 690 685 680 675 670 665 660 655 792+50 m CONTRP CTOR SHALI CLEAN OU PIPE PRIG - --TO-EXT --- ..\._ ND1NG-C TAL --- --- _ 9 LF of 3 CP RCP SID ITEM) TOR o - ------ -------- - 6H RCP SQRM ° 93/° - -- - - =676.18 --- _-- -- 36" F.E.S. IE = 676.69 SOUT I SLOPE FIBER OPTIC L1 4E 656±. CONTRACTOR TO FIELD VERIFY ALL EXIST NG 36" F E.S. - IE = 6 3.06 --U-TIM_ =-T-ATAUL �— _... A. ..... 7 _ -71 M N V LO V' O� t"J N to N c co 790+00 791+00 STORM PROFILE - NORTH 36" HIGHWAY 1 CROSSING /92+UO 695 690 685 680 675 670 665 660 655 792+50 m V: 1"= 10' H: 1"=30' rORPVN BY. AiJ DATES PRO.£Ci MMBER SCOT IA{RL rJ'I"'IIUG{"L .T I��`( cE+ly ne4da.u•9xe ary, ln•oEs diwiesw S9.e-Henay.lm Asa wnrpele L'<Ae tr ac9/,iws 6zz45 - ,-za1+ JUHNSIIN COUNTY 112327-i STORMSEWER PLPN ANO PROFILE -N. 36"HWYI CROSSING1 M.07 mEETi AICHIIECiU IESEN61NE FlIN"(dD11141L•BIRYNIp1U,L�CfICHpC.IL 1319}'H54e � jg�{(9�)55¢892j CHT_CKEOBY• C0.1 DFiE� 6fi-i]-201-0 Q0 - n.5 V: 1"= 10' H: 1"=30' rORPVN BY. AiJ DATES PRO.£Ci MMBER SCOT IA{RL rJ'I"'IIUG{"L .T I��`( cE+ly ne4da.u•9xe ary, ln•oEs diwiesw S9.e-Henay.lm Asa wnrpele L'<Ae tr ac9/,iws 6zz45 - ,-za1+ JUHNSIIN COUNTY 112327-i STORMSEWER PLPN ANO PROFILE -N. 36"HWYI CROSSING1 M.07 mEETi AICHIIECiU IESEN61NE FlIN"(dD11141L•BIRYNIp1U,L�CfICHpC.IL 1319}'H54e � jg�{(9�)55¢892j CHT_CKEOBY• C0.1 DFiE� 6fi-i]-201-0 PROTECT EXISTING HIGH PRIORITY FIBER OPTIC LINE scEE( IN rcr r I 1 + 3.00 / 795+ dYT{ _Lill 796 001 I ! +, o I EXISTING F.E.S_ II i REVETMENT r 1� �,I �� (R.08 AND U.05) T4 4 .I f11 ~til�I r III HCN'61 36" S. OUTFALL SfA- ON 1094+08.10 OFF T= 48.58' LT I i I h_T V v It STORM PLAN - SOUTH 36" HIGHWAY 1 CROSSING 700 695 670 700 695 690 685 680 675 Co " 690 fib. M,� :W c� (O,M0 O> 0670 ♦ v� 5✓I 685 6 co ON 0 C4 ((D ((0 co 0 c co �w s v 680 (O -T (� ZL r., 675 670 700 695 690 685 680 675 795+00 STORu'y€ PROFILE SOUTH 36E' HIGHWAY 1 CROSSING v�: IE"�=�I(' H I"= IIVRI /A--CYy N —A -k-% A shi !`A.n 1.a 302 1I&R0118 D"A b cu.. ICA $1215 I DRAW.'; BY A DAiE� OS -1]-2014 E1HEEY Hi �1= d'`''ilHf. �1l IiBIfQC. L Sis:54.ww , FBF MW 3518821 CHErXED BYi CEM pAiE D6 -1]-2D14 796+00 -HH%IJN CLUNTY Reo�Eoi aonBER 1123275 I STORM SEWER PLAN AND PRCFILE -8 36" HWY 1 CROSSING LO DO O ^ M,� C41 (O,M0 O> 0670 6 00 6 co -Cr 0 C4 ((D ((0 co 0 c co ( (O 0 (o ',, (D 10 (O 795+00 STORu'y€ PROFILE SOUTH 36E' HIGHWAY 1 CROSSING v�: IE"�=�I(' H I"= IIVRI /A--CYy N —A -k-% A shi !`A.n 1.a 302 1I&R0118 D"A b cu.. ICA $1215 I DRAW.'; BY A DAiE� OS -1]-2014 E1HEEY Hi �1= d'`''ilHf. �1l IiBIfQC. L Sis:54.ww , FBF MW 3518821 CHErXED BYi CEM pAiE D6 -1]-2D14 796+00 -HH%IJN CLUNTY Reo�Eoi aonBER 1123275 I STORM SEWER PLAN AND PRCFILE -8 36" HWY 1 CROSSING 12" RF-5 USE 13' SECTIONS 18" RF-5 15+72.58 STATION = 108, CONNECT TO EXISTING I " HDPE TO ACHIEVE 570' STATION = 1085+36.24 OFFSET = 64.3E STATION = 795+85 8 OFFSET 64.39'LT C) - 0 OFFSET 0.00' 000 RADIUS BEND 18" SW-512 — ----- ----- STATION = 1085+65.42 - — — — — — — —E— OFFSET = 44.60' LT T— —E— —E — — — — — 7r 7+ OF- 0 79 796 go - 797+00 wag T —T— z 7�- 6" MIN. COVER ALONG PIPE, ONLY FLARED END SECTION TO BE EXPOSED. 1083+00 1084+00 1085+00 1086+00 1077+00 STORM PLAN HIGHWAY 1 SIDEWALK q C) Efl co co z NOTES: z 1. cl) HDPE STORM SEWER SHALL BE CORRUGATED EXTERIOR AND z '0 U CN SMOOTH INTERIOR CONFORMING TO THE REQUIREMENTS OF (oui DO C'j r co SECTION 4149.03D OF THE IOWA DOT STANDARD SPECIFICATIONS. , W 0 BERM TO BE FORMED to 1(0't 1 -;r REQUIREMENT 2. HDPE STORM SEWER SHALL BE PROVIDED WITH CLASS F-2 TRENCH TO MEET GRADING co X CD BEDDING PER IOWA DOT STANDARD ROAD PLAN SW-103. 700 AROUND PIPE SECTION. 19 F of 12" H D 695 st @Q.-15 695 E 68"0 M5 LF OF -18- HDPE 695 684.25 U/S IE* 687.62 D/- 21,9 F St RM E I I E 690 D/S I =-(384.85 690 -T.5ua 690-"-- 690 7 — - --- - - - - - - - 685 685 5 685 68 NECT TO %STI NG 680 O� 680 CO N� P T -18r'-F.E.S.7 E 684.79-] 18" DIPE PIPE H ADS 680 680 P P I # A' R 4F AR # 1815-AA PP OVED E 12" F.E. IE 684." 675 PID QU kL 675 675 L 675 --- ------ -- n 670 -cq -C) -Cl)Clj --tr m- 0 670 c� oo C) cl) 670 670 L6 '6 r- m 01 1�0 06 U5 -t U� OD 10 00 10 '0 ('g, m co co 00 co 0D 00 r� CO (o 00 CID co CO0 -"*0 (o (o to DD 00 U� (D ID '0 U (0 00 00 797+98 (0 00 795+00 796+00 797+00 (0 799+00 799+45 1 SIDEWALK STORM PROFILE HIGHWAY mi V: I' = 10 H: 1' - 30* 1 SHEET T�CTETS I DIAWN BY_- AT'_ 1;T SEWER EXTENSION UNDER SIDEWALK Rap� Cqt JOHNSON COUNTY 112327 STORM SE K L "= SHWC-1-iAcru 7Tc Y IL , Bbli� 'L F. (M) Susan To M.09 I PO�E� / / / v / Y /// l / J? SW -401 STORM MH } STA: 130+54,30, 96.15' RIM =684 ' 5 679.4 = IE18" RCP (S) 677.6 = IE 24" RCP (E/W) I i >-��30 LF OF 1'-6" PCC CURB AND GUTTER SECTION (EXTEND INSERT 4'-0" BEYOND EACH EDGE OF INTAKE) WITH 2'-0" WIDE FULL -DEPTH HMA PATCH TO MATCH EXISTING PARKING LOT SURFACE 00. o.% / PROTECT / / / EXISTING f / TREE o / c7 K ww ti I 1 i��� a 13�k✓ / / / f / / r � i 5LFOF18" \ RCP AT 2.0% TEMPORARTRUCTION \ =� CONS EASEMENT STORM PLAN — PEARSON PARKING LOT INTAKE 01 PARKING LOT WORK NOTES: Q� i t 1. CONTRACTOR SHALL COORDINATE \\ SCHEDULE AND ACCESS FOR PARKING \ LOT STORM SEWER WORK WITH PEARSON AND CITY REPRESENTATIVES. 2. PRIOR TO STARTING WORK, INSTALL \ ORANGE CONSTRUCTION FENCE AT 10 -FOOT RADIUS AROUND EXISTING TREE TO BE PROTECTED WITHIN THE � TICE. \ ' 3. INSTALL ORANGE CONSTRUCTION � 1 h FENCE COMPLETELY AROUND THE WORK AREA, AND PLACE BARRICADES \� / \ ACROSS THE 10 PARKING STALLS WITHIN THE TCE AS SHOWN. SW -510 STORM INTAKE ' STA: 130+52.50,107,14' 4. FIELD VERIFY LOCATION AND ELEVATION \ T.O.C. = 684,0 ± OF EXISTING STORM SEWER PRIOR TO 679.5 = IE 18" RCP (N) SUBMITTING SHOP DRAWINGS. 5, CONSTRUCT STORM MANHOLE WITH CONICAL TOP SECTION OVER EXISTING ;I 24" RCP STORM SEWER, MAINTAINING PIPE FLOW DURING THE WORK. - REMOVAL NOTE: \ SAWCUT FULL -DEPTH AT EXISTING JOINT LINES AND REMOVE 30 LF OF 1'-6" PCC CURB AND GUTTER, AND 2'-0" WIDTH OF EXISTING HMA PARKING LOT BARRICADE AND FENCE THE 10 PARKING STALLS SHOWN WITHIN THE T.C.E. LIMITS FOR THE DURATION OF THIS STORM SEWER WORK. 6. PARKING LOT STORM SEWER WORK TO BE COMPLETED WITHIN 14 CALENDAR DAYS. PARKING STALLS RETURNED TO USE, FENCING REMOVED, AND DISTURBED AREAS GRADED AND SEEDED. SHIVG-i IAT1 C-FtY CB (PHS A • e C , U • 0. MORIA 9h PH Yery, I 2834 %0 % aft 118 Cky. b 5220 I RaMY U* AtJ UPiE p6 :]-a01n 1 PROJECT KOPER I SHEET , 1011E eaennee.vx..=na neevt"c Ma1YR, IE•e1o:Y�agtal IL, Cn�oo,a (3IW 35a3W0•Fax (ats)a51-es2t JOHNSON COUNTY -- 112327-0 STORM SEWER PLAN- PEARSON PARKING LOT INTAKE Msp seEE1s LNECKe➢ HYD 4E'A OATS "6 0-20, SANITARY GENERAL NOTES 1. SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 2435, 2504, AND 2552 OF THE IOWA DOT STANDARD SPECIFICATIONS (SERIES 2012) AND DETAILED SPECIFICATION REQUIREMENTS PREPARED FOR THIS PROJECT. 2. SANITARY SEWERS SHALL BE A-2000 PVC PIPE (OR APPROVED EQUAL) OR POLYVINYL CHLORIDE TRUSS PIPE AS DESIGNATED ON THE PLANS AND SPECIFIED IN SECTION 4149 OF THE IOWA DOT STANDARD SPECIFICATIONS. 3. BACKFILL WITHIN 3 FEET OF MANHOLE WALLS SHALL BE COMPACTED USING PNEUMATIC OR HAND TAMPERS ONLY TO ENSURE PROPER AND UNIFORM COMPACTION OF BACKFILL AROUND STRUCTURE. 4. ALL SANITARY SEWER SHALL BE BACKFILLED WITH MATERIAL COMPACTED IN ACCORDANCE WITH SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATION. SANITARY SEWERS SHADED ON THE PROFILE VIEW SHALL BE BACKFILLED WITH EITHER OF THE FOLLOWING COMPACTED TO 95% STANDARD PROCTOR DENSITY: A. SUITABLE EXCAVATED MATERIAL AS DEFINED BY SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATION. IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN, B. CLASS I CRUSHED STONE AS SPECIFIED IN SECTION 2552.02, B.1 OF THE IOWA DOT STANDARD SPECIFICATIONS. SANITARY SEWER CROSS HATCHED ON THE PROFILE SHALL BE BACKFILLED WITH CLASS 1 CRUSHED STONE AS SPECIFIED IN SECTION 2552.02, B.1 OF THE IOWA DOT STANDARD SPEC IFICATIONS,COMPACTED TO 95% STANDARD PROCTOR DENSITY. SEE BACKFILL LEGEND. 5. ALL SANITARY SEWER SHALL BE PROVIDED WITH CLASS F-3 TRENCH BEDDING PER IOWA DOT STANDARD ROAD PLAN SW -103 UNLESS NOTED OTHERWISE. 6. THE END OF ALL SANITARY SEWER SERVICES MUST BE MARKED WITH A WOOD 2 X 4 LOCATION POST PAINTED GREEN. 7. SANITARY SEWER CLEANING, INSPECTION, AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 2504.03,L OF THE IOWA DOT STANDARD SPECIFICATIONS. 8. ALL SANITARY MANHOLES ARE 48" DIAMETER UNLESS DESIGNATED OTHERWISE ON THE PLANS. SANITARY MANHOLE CASTINGS SHALL BE NEENAH R-1642 WITH CITY OF IOWA CITY LOGO ON MANHOLE COVER. SANITARY MANHOLES ARE SW -301 MODIFIED AS SHOWN ON SHEET U.01. 9. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD CASCC€ S TO THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, TRUCTU&AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE LjJHEIRtOCA!'1DNS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER �.ACILVTIE HE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN =ERE-aNN. 1$ THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, @ I AND 10 AOS DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE --�ONTRACTO )FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 10. FLOWABLE MORTAR BACKFILL SHALL BE USED BETWEEN ALL EXISTING OR NEW UTILITIES WHERE REQUIRED COMPACTION CANNOT BE OBTAINED. FLOWABLE MORTAR SHALL BE FORMED AND SHALL HAVE BOND BREAKERS BETWEEN MORTAR AND ALL UTILITIES AND/OR STRUCTURES. MAXIMUM COMPRESSIVE STRENGTH OF 90 PSI. BACKFILL LEGEND BACKFILL WITH FLOWABLE MORTAR AND PROVIDE BOND BREAKER AT PIPES CROSS HATCHED PROFILE (CLASS 1 CRUSHED STONE) 5F'll V 1_r-W"l ! Y: K5' 'roam w, rows ary, w • o Ww w 8N.e�Xel�ay. uc. m WHWW Qo rows crcy, roa sazns wavx 3n a=x wre. oy n ze:o m+o.,e�- xxnecx I s ccr iora� as<n,re<ruve..x<�x eeeix< hkge.IL•eloarelipwn lt•gi&epq lL fm9)3sa- , Fu(303 4= c—' -en czn -1 os �-__.:< JOHNSON COUNTY 412327.E SANITARY SEWER GENERAL NOTES nnc cn 69 N c h <P rn 6J A ` G9 'I" IN S A_E IN FEE- _ _ R.O.W. - 122+00 123+00 12 00 ` 125+00 121+00 ----0 + — -- — + 600+00 -- • - - - SIDEWALK ssa R.O.W.-- - H #1 \ ST = 121+OT00 OFF�ET = 22.50' R Ess sss s9j- -69s _. ,. T _ _ STA: 124+75.00 OFFSET: 22.50 vi 75 +75 g g _ \ - ro PLAN - -- -- - - - _SANITARY .�s N N =t = O (Yj ��r t C Si 1 " w 2 V' 0' co cb 705 705 700 700 - - - -_ _ - - New Sto 4Z' DIA 695 695 — - 690 _ 690 XISTING GF ADE PR POSED GR DE -- - `- - 685 685 - - 368 LF 0 24" A-2000 M @ 0.400 _ - — - 680 680 - - - PLUG ENI WITH -WATER TI 3HT CAP.. : ::-. _ _: :. _-_. __- _..:: ...- __.... _ :-:. __;. - _ - - :... ._-.. _. 675 675 7 670 o n co ti r a s (o n v N V N rn rn� r- °'o o ° `° ° m . % CO N O aU � W W m C3 N O [, N �' N r` m 69 W 6 W r O O 6i r m 6 O 0 In W to O� c � cfl c0 � M lC DO f00 _ O M O t9 �� � N � N to 9T O W (O f0 (O V (b rn O (O c0 c0 (D CO C6 CO fD (O -. cD c0 602+00 ---. 603+00 604+00 604+25 600+00 601+00 PROFILE SANITARY rL V. = 10' H: Y' = 30' SHINC--tlAii"LAY �8�� ta 'u � D S IX XWN BY. ATJ Bim' '� B��� C� S BALE �]rzB' wE� JOHNSON COUNTY YkBJECi NUNBER 2321-1 SANITARYSEWERPANAN6PROFILE STA:600+06-604+25 SNEEi S. M5.�1 iO'Pl i C WM IL•9Iom1IFYl%IL, Q IaII�. IL XIVC-C6+ENOINEE9,N6 _ :BiB19S43040� feF iBRi 259'6921 CHECKED BY cW C6-11-201< co uj g \ \ 11 �� � ' SMH #4 / STA: 128+67.19 Z \ \ OFFSET: 23,32 \ ( ROTATE CONIC SECTION TO i INSURE THE CASTING IN NOT S WK PAVEM_ENJ a 00 /\ / y �_ i✓i i \ 125+00 N 126+00 i i 605+00 I� I , 1 SMH #2 SMH #3 (6 75+75 I STA: 126+50.00 STA: 127+17.71 OFFSET: 22.50 OFFSET: 22.50 SANITARY PLAN ---. ---- ---_-UJ W I 'S Z O N N N O O N N MrnWW MW W_ = c, 0 z 1 1 M N 11 O N rn rn co C6 vK(00 z co (n 11 M N W 5: � 705 ,; c s .. I EXIS�ING GRADE I I I !D I °DEt- � �T— I 705 �-- PROPOSE GRAD I I I 700 aCN-696 - 695 690 - - -- ------ New Sto m t % - - L,_.. -- 690 - I 1 r15' DIA - - 1 685 - - - -- I 175 LF 01`24" A-2000 SAN @ -. 0.40% 1 I i `\ 1' -- --- i1— -- — Il 156 L OF 24"A-2( OO SAN_@ jj - - .—. 1\i\ -i \ 0 5% 685 680 �- -- I _ _ ._-_I I . f _ _ . — -- j - -- 680 675 _ — — -- — — — � ,675 670 - L Iv io: N h CC!V 0 C14rq DO O W O V O N� co N O N O �N O O `— 0� O W �._. N rn 0 c0 d. r O O N �. O O O 0 0 O W O O 00 00 o 0OD O W W 0 O co Cn 0 °� , 0 co X670 ,� M C,06 0 O O O O 0 i 0 0 0 O CD 0 0 --. 0 0 0�� 0 1co � 0� CSO 0 E coo 00 00 co 0 00 0 1 0 0 � 0 0 I 0 O O 604 00 SANITARY PROFILE 605+00 606+00 607+00 608+00 608+25 SHIVCHA f w. b GV/, IA' °9 IA .ecx,*act _e aeoineeeln� M1wlma.a•awwno-gtwt ll•Celrap.IL HMB-HB Bry, 1x 2896 mdfp a DOR N. C4. pK Z 6 (afll 3sa-99a°. F. !atm a5a8s21 :RBWN By0.T! P OJ_Ci h1'rc3cR I I JOHNSON CJJNTY 112327.1 un 11m "l . 5 v-Fme SANITARY SEWER PLAN AND PROFILE STA: 604+00-608+25 NEST 0. '°!At se[cis MS.02 J / � M O / U W MO) m m m —.. ,yr�_ r''Ch1 _ 1.�'�'t _ _ 1� J'�i L' r•--- 1+4� . .. — 1 4 �Yu I/ 130+00 131+00 STA: 131+00.00 OFFSET: 22.50 1.2"A' - —_ 2014 JUL PH 4: 04 J 132+00 CIT M,,.> SCPL� 705 700 695 690 3 >I 685 s 680 } i a 675 u 7 V 670 In W MO) T m O M �,,, co N o v N cn Lq M l!� 11 " N N O N M ry^ry�,- ^ cri ti m co co m r- ti r� v riti =,0 r,. r m ca co m m w m m �^ �° `IS m co m `�° m m So SO tcoo 612+00 _� 612+25 608+00 609+00 610+00 611+00 SANITARY PROFILE i V: I' = 10' H: I' = 30' WPVN aN UPTE SHIVEHATTEF2Y a ° we Nm iw; cin e� w s axPw usoa 'ea p,v sue 'Iwm sns .Ncn 91 aF. na.E JOHNSON COUNTY - paL9CCn2327d T Nlltlx SANITARY SEWER PLAN AND PROFILE STA:608+00-612+25 -� N co 7 r•. _. � � � � - -- ; v , z ,fir- m�12 +00 % 130+00 131+00 �� 132+00 13 +00 SMH #5 \ STA: 131+00.00 _ SEAa ,N RER OFFSET: 22.50 - + UU + UUI f - 1 - _ t - - —682 -- EEo 76+ -F -°-0-E- - �. ---_ --� --_-_—E.-_ - - - -E - - _ - = -- - - - - - '_- - - _ - - - - 684 - E — — — ..F� - - - - -- -- ---- —_ E - - E -€ /SANITARY PLAN / �a Lu C.-h3 cIZLO ta� V `LOV W N I I �•. W ���� z 11 co co 705 705 _ _ .. _ .. _ _ - _ _ _ —. - _ 700 700 --- --- — D GRA E _ RA - 695 695 - -.— _ - - -- --- --_ 690 690 - r - - - 685 685 - - _ 2 F F 24" A-200 SAN @ 0.4 % - n — 401 L F 14" A-200 - SAN -C 10:4 % - 680 680 -.. 675 675 - N w Storm N w Storm 4 „DIA - 4 a"X26s"AR DH PIPE J 670 v 670 M d' Et1 Co 0 t0 q rl- N O N N M OJ M Co. m O N (0 co W 0 M 0 M Ih i� h h- n W h- (0 ti h fD CO TA CO CO W t`QO h-N h cp b' aj C'7 n ti I•,, N n N t, f+ N i� C0 CO t0 h I`.. 00 CO f+ W N CO t• W I"- CA I` W t` O 00 O W n N CO r.. O cc) O (0 C0 00 C0 O O O O O O CID(0 Co [0 co O CD 609+00 610+00 _ 611+00 - 612+00 12+25 608+00 " SANITARY PROFILE L V: 1" = 10' H: 1" = 30' r B: AiJ Sr[V`C�tCST l9 M u B . �y JOHNSON R 1 ZT ( + 225 SANITARY SEWER PLAN.0 3C MS� _ AACN ¢6rFNOINEEIIING Moma IL t#L a33 ➢iE 6-1%< 137+00 133+00 134+00 135+00 615+()o 'COO 'SMH #6 SMH #7 STA: 135+00.00 STA: 136+60.77 OFFSET: 20.50 -IOFFSET: 21,16 -fr--yr-y-Y Y Y E--:>: —.SANITARY PLAN 7, ui 00W U) z 'Coo'C'o _t V 06 CO m UJ UJ mo NW" I CO-- � , N N co It Lo "T cn m 695 co (D LL11rc,-4 I"- to 690- ----- 695 C-_ PROPOSED GRADE EXITING GRAD- 690 Q5C)85 L I =0 4101 llf-Off-24, A--2000 SAN 680 -T 165 LF OF 24" A-20 SAN 1,63% 675 — - ----- -- — ---- -- C _ _ __ 675 670670 665 665 660 r- cli r- C\l m l'- (o . , �; -- -i C� .9 �� Lo 0D CD C\I C.0 'r (N 1�4 660 O. r- r- r-� I r-� 'o 1, 6 . r� � r.-: CID co co M 00 00 00 10 CO � co co OD m co -,t co . C') CO 06 00 00 00 O. r-� co"o ("06 ct�oo 9 .1 tm: C-� (o (D (D (o 'o (o 10 CO M 'D to CD 'co (o In (o (a (0! 00 CD 00 (D co CID co I'D CID (o 1 00 (D (o MIM (o Co. co to 612+00 613+00 614+00 SANITARY PROFILE I 615+00 616+00 616+25 Y. 1.. = 'o Li I" = 7- SHNC-Fl/j=RY Ce]af 1� IA I Ww Cfty. IA Wkr A N..hw U�. 4T'cem D A TE ,,, o)'NTY �W, F. T_ JOHNSON CE"- tMIM IL, Bftm,�n IL•Ch�Msr: 11 ICT El'.Tl —E HEET SANITARY SEWER PLAN AND PROFILE STA :612+CO .616,25 F.Tal SHEETS 'S 04 1 01 oho i ©a '� 1x t 1lz 6 00 _ 617 BETONITE DANY- cl (ZANITAP-V'61AN 1 1 'I 675 2 I 670 �I665 660 O CJ � SMH #8 STA: 140+9.02 � OFFSET: 95.66 i J �JI i � J x000 618+00 - - — — t 619+00 SMH #9 STA: 141+34.30 JOFFSET: 108.05 (o 690 zQ) CO Z _ , N 00 N N N ('?00 WW � �CO rto II iT (DCO�� 685 WZ, O N O W 0 0 00 Z V' 01((0 ((0(0 Z V0' (o(~0 r� _ -EXISTING GR DE - ,_ y 675 XJ 670 665 ,660 r— DO fo )3 LF OF 32" S EEL j / _ . - 1 LF OF CASING IPE. - - 4" A 2000 SA -- -- — " AiH - --. —-339tF�F24 SAN - .4D o -- 0.42% 1 x 6'x TRENCH -. ---' PR POSED GR DE-_ ---- BENTONITE DAM ----- _. _. r. N... C\l aD O O C (o O co O O V' CID O N co W O (o h N `- C) O coCO DO W � W co 00 CO W co (D W 00 Co N CO CO 00 (o Co Co Lb (D (0 (0 (o (o co c0 (0 (0 c0 O (o Co _- co (o_. O Co O --. O (o --- (o O O O 695 690 CD 685 .+ r� w 680 ''(�i 675 XJ 670 665 ,660 r— DO fo 616+25 617+00 618+00 619+00 619+75 SANITARY PROFILE SFiR/C-' 3/�i? CF?Y C 0 hep ER W bNH Cl . W .7-.=— D M4N CR✓.�� ➢R4NN BT ➢ni777-7717 -7717-2-14 O_IE[i N M ER JDHNSON COUNTY 112327-1 SANITARY SEWER PIAN AND PROFILE STA: 616+25-619+75 x¢ SNEEis •I C NI TI C T u a[*E-GI N C E 91N0 MdIre,IL. BbM-Fg1dy IL•CIIFAyT IL (919)359aW0�B§a pRi &547921 owlIll--ll ➢aTE� -6-!]-2014 MS OS I (! of o a 630+00 I ; I r: I C,i� II SANITARY PLAN 695 690 632+00 ,_.'_' _ 30 63380 - - — — H #__,_ r _ STA: 141STA: 141 +34.30 3FFSET:108.05 - - j EXISTING SMH -11) I wry \ 'ADJUST, SEE A.09 \ ' \-L-I r - _ 1800,. j EOFFSSMH E A: 140+9 2 T:95.66� \ / \ \ F ' Eli � z cn �; = - W W W "tNr It M 04 Nco coW W h, r(1V V >.. (n 11 1- m W— NOW W��� F -PROPOSED GRADE Z. vW2 o z v cr o (D EXI CONNECT TO EXISTING MANHOLE 665 v � =, i CONCRETE COLLAR. MODIFYIADD Y _ C9 685 FLOWLINE. D to _ F- coca (n Il o— - o TING GRADE %�,, ull oD `—c' ro 1` On COO v Do - -a 680 T `u 675 G 632+00 ,_.'_' _ 30 63380 - - — — H #__,_ r _ STA: 141STA: 141 +34.30 3FFSET:108.05 - - j EXISTING SMH -11) I wry \ 'ADJUST, SEE A.09 \ ' \-L-I r - _ 1800,. j EOFFSSMH E A: 140+9 2 T:95.66� \ / \ \ F ' Eli � z cn �; = - W W W "tNr It M 04 Nco coW W h, r(1V V >.. (n 11 1- m W— NOW W��� F -PROPOSED GRADE Z. vW2 o z v cr o (D EXI CONNECT TO EXISTING MANHOLE 665 v � =, w y w z U) Lu z CONCRETE COLLAR. MODIFYIADD i ! 632+00 ,_.'_' _ 30 63380 - - — — H #__,_ r _ STA: 141STA: 141 +34.30 3FFSET:108.05 - - j EXISTING SMH -11) I wry \ 'ADJUST, SEE A.09 \ ' \-L-I r - _ 1800,. j EOFFSSMH E A: 140+9 2 T:95.66� \ / \ \ F ' Eli � z cn �; = - W W W "tNr It M 04 Nco coW W h, r(1V V >.. (n 11 1- m W— NOW W��� F -PROPOSED GRADE Z. vW2 o z v cr o (D EXI CONNECT TO EXISTING MANHOLE (SAWCUT OPENING) WITH SW -211 =, w y w z U) Lu z CONCRETE COLLAR. MODIFYIADD o' INTERIOR GROUT TO PROVIDE C9 M'n FLOWLINE. z w w w w o ---- o I -n coca (n Il o— - o TING GRADE %�,, ull oD `—c' ro 1` On COO v Do i 630b3l+00 SANITARY PROFILE }_ SH1 V & iA 1'tmR f —r liap a w, awe CIM. w , Ow Mdne4 w Sh w -H ft,. Inc. 2834 Nw hpP D" t. GP/. D. 6PPa6 LRA�x a" n-1 nn*E� AI IEC U P E r EN61NEEEINO I IMIL, 61Cw11kp L, Chte .L 01-I 35L' �, FM 1391354$821 CHEGY� _ _v er. cEm---. 3a*e ae-v-tow JOHNSON COJNTY b31+UU =RovEcr vti 35x _ 1123274 633+00 SANITARY SEWER PLAN AND PROFILE STA'630+00-633+75 695 690 685 680 675 670 ,�65 N co of 633+75 III pill i 630b3l+00 SANITARY PROFILE }_ SH1 V & iA 1'tmR f —r liap a w, awe CIM. w , Ow Mdne4 w Sh w -H ft,. Inc. 2834 Nw hpP D" t. GP/. D. 6PPa6 LRA�x a" n-1 nn*E� AI IEC U P E r EN61NEEEINO I IMIL, 61Cw11kp L, Chte .L 01-I 35L' �, FM 1391354$821 CHEGY� _ _v er. cEm---. 3a*e ae-v-tow JOHNSON COJNTY b31+UU =RovEcr vti 35x _ 1123274 633+00 SANITARY SEWER PLAN AND PROFILE STA'630+00-633+75 695 690 685 680 675 670 ,�65 N co of 633+75 JJ" ,- — 633}09 ST + A: 14134.30 ) rx: f OFFSET. 108.05 6 - - EXISTING SMH 1 7 r v'v�rvvwY� 'v ADJUST, SEE A.09�' 3100 630+00-_ - \ \1- _LLFI rte,- f i I {fl baa' SMH #8 STA: 140+g6.02 00/ NOTE: CONTRACTOR SHALL MAINTAIN LIFT 6 OFFSET: 95.66 \ L,' STATION ACCESS. RESTORE DISTURBED / PORTIONS OF DRIVE AND LIFT STATION I! PAD OUTSIDE TRENCH BACKFILL WITH 6" ADD i Y 2N TO 12" DEPTH MODIFIED SUBBASE. R ;i 51ALE "I FEET SANITARY PLAN aaN� �, E Al CONNECT TO EXISTING MANHOLE1 A� vwi z o) (SAWCUT OPENING) WITH SW -211 x of z cn cn oz o v z v 0) v "v CONCRETE COLLAR. MODIFY/ADD H o v "v o NOON N Mo ,6 w w w= m g w w INTERIOR GROUT TO PROVIDE C7 w v a7 q___� q__ 2gwwww U) 3: rn m �....,' � FLOWLINE. Z o i o � I- P- a) bo w....,; co�oo t X F� cti6c°0 695 _ PROPOSED GRADE z v co q w z', v QS ccDD co EXISTING GRADE w r• (0 q co q 695 - - - - 690 -New. a er-- 690 m:12 -. DIA _._ _ _.. - - _ 00 685 — - - - - - 685 687.00± 680 �<`s8 VCT — - 685.00± - — — 680 ROSS OF. _. ; imp/, @ S OQg 675 T_ -. _ 4' A-2000: SA ---— _ 2000° .. -- ---- 675 �. AP ND WITH:= 670 WAT RTIGHTCA _. - - - — --- i 680:4 - IE 8" PVC 670 �i _. - _ % 665 o o � m ch m N oo 0)v co n rn �65 V I� f`- 1� t` q cD (D n, CD N I q -d 4 r, d' (6 d' Uj 7 �j. c') 7 r) q O) q W q q 0) q W q O) q q q q q q CO q co q q 00 co OD co V q q q c0 q t9 q q q q q '00 T9 'o q (fl q q q OD q q q co (p (0 q ID QD co co (SO 630+00 631+00 632+00 633+00 633+75 SANITARY PROFILE V: 1" = 1V H: I" — 30' SHIVC-HP:I ERY ORA1 BY. ATJ DATE, O 1>-Em4 R ECT NN BER S T T°TM. L Namg lE. BbomtgbA lLpixggLL p6 a54a°a` Pu 0Ms54-6921 ', eN.ECNEn BY, ceu A4M CG-mxm4 :JOHNSON C13UNTY 112327-1 SANITARY SEWER PLAN AND PROFILE STA:63B W-633+75 MS.OB SHEETS WATER MAIN GENERAL NOTES 1. WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF IOWA CITY MUNICIPAL DESIGN STANDARDS AND DETAILED SPECIFICATION REQUIREMENTS PREPARED FOR THIS PROJECT. 2. WATER MAIN SHALL BE DUCTILE IRON PIPE AS DESIGNATED ON THE PLANS AND SPECIFIED IN SECTION 02660 OF THE PROJECT SPECIFICATION. 3. TRENCHED WATER MAIN PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE WITH THE EXCEPTION OF RESTRAINED PIPE. ALL RESTRAINED JOINT PIPE TO BE CLASS 53. 4. ALL DUCTILE IRON PIPE/FITTINGS SHALL BE DOUBLE POLY -WRAPPED WITH 16 MIL POLYETHYLENE ENCASEMENT PER SPECIFICATIONS (EXCLUDES CATHODIC PROTECTED PIPE - MW.06). 5. ALL BOLTS SHALL BE NSS COR -BLUE. 6. BACKFILL WITHIN 2 FEET OF FITTINGS AND APPURTENANCES SHALL BE COMPACTED USING PNEUMATIC OR HAND TAMPERS ONLY TO ENSURE PROPER AND UNIFORM COMPACTION. 7. ALL WATER MAIN SHALL BE BACKFILLED WITH MATERIAL COMPACTED IN ACCORDANCE WITH SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATION. 8. WATER MAIN CROSS HATCHED ON THE PROFILE SHALL BE BACKFILLED WITH CLASS 1 CRUSHED STONE AS SPECIFIED IN SECTION 2552.02, B.1 OF THE IOWA DOT STANDARD SPECIFICATIONS, COMPACTED TO 95% STANDARD PROCTOR DENSITY. REFER TO BACKFILL LEGEND. ALL OTHER WATER MAIN SHALL BE BACKFILLED WITH EITHER OF THE FOLLOWING COMPACTED TO 95% STANDARD PROCTOR DENSITY: A. SUITABLE EXCAVATED MATERIAL AS DEFINED BY SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATION. IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN, B. CLASS I CRUSHED STONE AS SPECIFIED IN SECTION 2552.02, B.1 OF THE IOWA DOT STANDARD SPECIFICATIONS. 9. ALL WATER MAIN SHALL BE PROVIDED WITH CLASS P-3 TRENCH BEDDING PER IOWA DOT STANDARD ROAD PLANS SW -104, UNLESS NOTED OTHERWISE. 10. REFER TO SHEET U.01 FOR DETAILS OF FIRE HYDRANT ASSEMBLY. UTILIZE HYDRANT FOR FUTURE WATER MAIN EXTENSION (SHEET U.02) AT WEST END OF MOSS RIDGE ROAD (SHEET MW.01) AND AT NW CORNER OF MOSS/HIGHWAY 1 INTERSECTION (SHEET MW.05). 11. PERFORMANCE AND TESTING: A. BACTERIAL TEST FOR COLIFORM ORGANISMS SHALL BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH AWWA C601. MINIMUM FREE RESIDUAL CHLORINE CONCENTRATION OF 25 MG/L SHALL BE MAINTAINED FOR 24-HOUR DISINFECTION PERIOD. AFTER 24-HOUR TESTING PERIOD 10 MG/L SHALL BE ADDED. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF BACTERIAL TESTS FROM A CERTIFIED LABORATORY. B. PRESSURE AND LEAKAGE TEST IN ACCORDANCE WITH AWWA C600. C. VALVES SHALL BE LOCATED AND TESTED TO VERIFY OPERATION. D. FIRE HYDRANTS SHALL BE TESTED TO VERIFY OPERATION. E. FLOW TESTS SHALL BE CONDUCTED TO VERIFY THAT ALL COMPONENTS OF THE WATER SYSTEM ARE FULLY OPEN AND OPERATIONAL AND TO DETERMINE FIRE FLOW CAPACITY. 12. ALL NEW WATER MAIN TO BE INSTALLED WITH MINIMUM VERTICAL COVER OF 5'-6" FROM TOP OF PIPE TO PROPOSED FINISHED GRADE WITH EXCEPTION OF SECTION OVER THE NEW 10'x 5' BOX CULVERT. 13. PROVIDE AND INSTALL TRACER WIRE AND TRACER WIRE TERMINAL BOXES FOR ALL NEW WATER MAIN. TERMINAL BOXES TO BE PLACED AT ALL HYDRANT ASSEMBLIES AND CAST INTO THE PAVING AT ALL LIVE TAP CONNECTIONS. 14. CONTRACTOR TO CONTACT CITY OF IOWA CITY WATER DEPARTMENT TO SCHEDULE ALL LIVE TAP CONNECTIONS. 15. ALL EXISTING HYDRANTS REMOVED ARE TO BE DELIVERED TO THE CITY WATER DEPARTMENT. 16. ALL FITTINGS TO BE RESTRAINED WITH THRUST BLOCKS AND MEGALUGS. 17. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES, UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 18. CATHODIC PROTECTION SYSTEM MUST BE TESTED AT ISOLATION TEST SYSTEM TO ENSURE PROPER FUNCTIONALITY OF NEW WATER MAIN INSTALLED ALONG HIGHWAY 1 PRIOR TO PEFORMING BACKFILL OPERATIONS. 19. PIPE BONDING SHALL BE PLACED ACROSS ALL CATHODIC PROTECTION WATER MAIN JOINTS EXCEPT JOINTS WITH FLANGE ISOLATION KITS. 20. FLOWABLE MORTAR BACKFILL SHALL BE USED BETWEEN ALL EXISTING OR NEW UTILITIES WHERE REQUIRED COMPACTION CANNOT BE OBTAINED. FLOWABLE MORTAR SHALL BE FORMED AND SHALL HAVE BOND BREAKERS BETWEEN MORTAR AND ALL UTILITIES AND/OR STRUCTURES. MAXIMUM COMPRESSIVE STRENGTH OF 90 PSI. BACKFILL LEGEND BACKFILL WITH FLOWABLE MORTAR AND PROVIDE BOND BREAKER AT PIPES CROSS HATCHED PROFILE (CLASS 1 CRUSHED STONE) 9 SI••IIVC-1-IATTE:S•CT [a R-p� `heG.A` v MohegWSINBibUIXy.1 29UWffgaIBLTiKkwHCM.OW882245 ORPVNHM PiJ GPiE 06-1I-2014 P0. CTNUMHEft NU SI ETS WM IE•epantpxv4 E•axeuo,a p191330. Ir fa513sea521 �r �r - 4 JNNNSON COUNTY 172327-t WATER MAIN GENERAL NOTES MW 60j .ilCNlif [i Ulf.f NGINf LING ■ milIfIIoAI 1121+00 STA: 121+47.06, 28.50' L 12" x 6" TEE (HYDRANT ASSEMBLY) �. WITH 12" GATE VALVE ON EACH SIDE / 10, STA: 121+47.07, 20.00' L . O CENTER OF HYDRANT 1 6/ 1 I. -501-+00 - - - ---rNG2+OA - I WATER MAIN PLAN 122+00 123+00 700 695 690 685 680 675 670 i STA: 124+96.20, 28.50' L r N 112" x 6" TEE (HYDRANT ASSEMBLY) o o \ STA: 124+96.20, 20.00' L `� CENTER OF HYDRANT \ - R.O.W. - - - 503+-00 - - - - 504+0 - - — r 12 00 125+00 -_ F >d SIDEWALK R.O.W.-_- - W , - --' y�..ax� n•.m .i . PROP SED GRAD PIPE IN THIS 700 695 690 685 680 675 670 i STA: 124+96.20, 28.50' L r N 112" x 6" TEE (HYDRANT ASSEMBLY) o o \ STA: 124+96.20, 20.00' L `� CENTER OF HYDRANT \ - R.O.W. - - - 503+-00 - - - - 504+0 - - — r 12 00 125+00 -_ F >d SIDEWALK R.O.W.-_- - W , - --' PROP SED GRAD PIPE IN THIS SECTION _ I SHALL BE LASS 53 — - - — -- RESTRAINED FOR ORA- JOINT PIP — _1 I MIN MUM LENGTH55' I — _ MIN. OF 0"BEY ND EACH r- - FITTING. r - _ SEEM 0 _ CL LE TEE E 685.09 ACL TEE ELEV 691.15 1 - - - _ - PLUG END ITH -_ 1450 BENDL WATER T16HT CAP IE=_69L24 ` XISTI NG GRADE --- C' LEV _ - - - - -20 (MlIs— - TA 03+:13 - 5 Ne'w Stor 1 m 42" DIA - 7 16 -- 4b - EL STA � -BERTD CL V = 685.74 503+-56 5-1 45�BEND CL 45"_BEND L I_ ELEV - 680'39- : LEV = 680 33 _.. STA 503+62.43 S T A = 503+ 2. 2 6 r' c0 N co '.,., W 'T 0� M coid � N Nim i , M ' � O r � tr) O CD f` 00 I W O ! � N V V' t` O I-- C6 (D -= � a) 6 Lo f O — L1� � N. (V SIN N CO 07 i n CO 1 D) M V� i Ch �- CN O ED O CA 1I (A O f0 W W c0 00 m Co 1 CD co W (D `- O (V CT LD 0 co cD co co (o m (o CO � (D (D co co O''., � O CD (O -I -co co 1 (D co: I (o CD(00� s t 700 695 690 685 680 675 X670 500+00 501+00 502+00 503+00 504+00 504+50 WATER MAIN PROFILE 1 SHIVC}-Ipy4 I'CRY --aft-- clry,w•pee v'lleo,w I sniva.relwry, hlc, 203¢Nortll�m EhNa, b c",, 1. 6? Dl+avx Bre Ar, ca.c �y_la_zolq JOhNSUV CNUNTY PRa-[ci nunblx 1iz32T-( WATER MAIN PLAY AND PROFILE STA. 5W+00-504.SC aNDE sx[Qis I.RCXIL[CiYRE.ENG E•RING WG IL, 9bwnSptat IL•gYcepG, IL (361350.3848 Fex (361350.8921 CHECKED BY. CEM DATE- 04 -1Y -201a MWOt r I STA; 127+62.32, 28.61'L 12" x 6" TEE {HYDRANT ASSEMBLY) o \ �� \ h- - _ _ - I WITH 12' GATE VALVE ON EACH SIDE $0 r STA: 127+62.51, 20.00' L�%� CENTER OF HYDRANT 1%0 N REE, 9 Q 1.2' 1/ k RCP-KES 677.1 i t 11 O 00— — t : 1 . moo: �a61a&F.lu–� /-✓/ / _ Fns+DD ___ �- - - —� — r.� - - - --.. � „ _– % •/ � � � ��—: �� r ^'l �ttD ' ' 0 i - 126+00 / I� .yam/ 127+00 `� / l 5+00 C L� \ �: WATER MAIN PLAN - Q N is 695 695 - -PROPOSED GRADE 690 - 685 - MIN _ 685 680 - - __ 680 \ ___ - 675 - __ _ ` C TEE�L EV. 62$2.42 __ _ - 675 EXISTING GRADE _ New Storm _ 15"_DIA - - - — --- 670 670 665 cm0 ,o U Ln v d o ao m mc 0 0m D 0 do.. N 0 N (o m r- o u�6 - M E,, m 00 v m tp c0 co o Mm co co 00 o co c0 0) c0 Co r. 0) to m 10 o co o mo 00 10 m00 m m m o E0 m p co (0 co m m 504+00 505+00 506+00 507+00 508+00 508+25 WATER MAIN PROFILE 1�p'�-y�{�10�' H: 1' = 30' _ !�{� F�V: _ fl1V"t'i! t LTCZ SHI V V —1 .I t -0 Ci � � � w M oee NIXRBe. IA k IL'BIGaNp IL CHcepa, I. Bll e'Natiay,K X34 N"ftw Dhe. bxa cNy. br a MY E. 351-2 ,F. (3�95CA&1 BRHVN V ATE BATE: as-,T-zalo JOHNSDN COUNTY UJECE NUMBER 112327-1 WATER MAIN PLAN AND PROFILE STA 504+Op-508+25 uOEt SHEETS MW.02 OffCKE. BY•CEM O,E LL-1�l-z%1 /.kCHiiELtlklslNUINEER,NO / STA 131+41.71, 25.84'L Cl) N 0 m 0 - , � � 12" x 6" TEE HYDRANT ASSEMBLY) g ^ m m STA: 131+41.90, 20.00' L z CENTER OF HYDRANT s a n jb + '' ---i 09+ / 509+0((� _ — 510+00 - - +00 512+00 -- _ °= J 130+00 131+00 132+00 / 133+00 -- B;> - 2 - — o g-. g _gCpx"6S1+00--+I 8 --- - — C - — — 683-- Fj 682 — -- - —-- _.. -rc _ --FC— WATER MAIN PLAN WATER `r t= 695 2695 p {I ..,,x..690] C - PRQPiSEDGRAD _ I 690 �. 5 11 ...- - -- - e - --- --- 685 685 - CL TEE V 679 4$ . 5i5 __ L.. . I - - - MIN 680 - - - 680 -- --} -- --- ------ - - - _ 675 jL= I - New Storm EXISTINGGRADE 670 - U --- - ... - "- 4 - ` -------- - - _ - - i I— - - . - 670 ..--- New Storm - - --••---- New. Corm -- l - ... _- 4 - 36° DI .-_ 665 __...�, _. ... ... -. .... I rk rn m ao N r N DO CJ o �' r Ln Nr m 665 r' r- CO CO CO (O c0 co(O L[) to an In ll') i In d, (�, Lal M CO 46 m 0 C6 d" CO d" . CO to - m micro r_... m;� LD r- m LD m n <°'�� r- m r- m m m r-' o��m m......� h n co'� to r- m m� r- m'C r- m'.Z r-, m r- m (O r - ml(o (6 m 508+00 509+00 510+00 511+00 512+00 512+25 WATER MAIN PROFILE -- 301- SHIVCHArMIRY Ppft A,—Exy A`OBa mei W aycxlTecru Be.eNelH Beelua Mona,L•Bb kp IL, B. $IryV9F6 -m2 NgQww BNB,kw Cky,J96PC6 R6/35a3M0•Bex P9I a5Y08Ei DRAWNBY: ail AT -,I JDHNSDN COUNTY ROJECi MeR 112327.1 j WATER MAIN PLAN AND PROFILE STA: 508+00-512+25 SHEET NB. MW.03 TOTAL SHEETS '.HE'KEO BA cE 9ATD vS-lT-2014 0 0STA: 134+99.85, 37.46' L 12" x 'TEE (HYDRANT ASSEMBLY) 2i 2 _ WITH 12" GATE VALVE ON EACH SIDE 516+00 (STA 134_+_99.89,32.00'1_1 SANT d SCALE IN FEET CENTER OF HYD Ica 5 13;� Iw At 514+00 " 513+00 _ 12 I T� k—== =—— 137+00 — -- 1 / 136+00 i y/ +00 134+00 / 135+00 PROO - --��Villillillillillllllll WATER MAIN PLAN w N 695 - ._ -_ - _ _.- - _ - _ 695 PROPOSED GR D -E 690 690 -- CL TEE ELE :681.65 5.5' - - -- 685 _ 685 - - MIN. -- ---- - -._ 680 - 680 --- - _— - - - - ?, --EXI TING 675 ----- 675 3 670 670 665 V 665 pt M OD MLo C6 07 N r �`` W� O O M <i' M I� d. N (O _13 r M W h. V CO M O <D V' r. r M �iJ O I- N M co I, cO DJ W c0 N O h O N O P. ti r• �' t•- ti al 00 cp pD W W M W , 00W M co W co co W co co co O O ---. Co O O to Co O O O O rfl cf3 -(flto O O O co O t0 fD O -. CO (D O 512+00 513+00 514+00 515+00 516+00 516+50 IV WATER MAIN PROFILE V: 1" = 10' H: 1' = 30' Ai, FIIT SHIVCO"IATC[I2Y A' w clrr. w, oen ud e w 9 R. mla . k No 1pm d R � cro. P 3 622<6 VRA N BY OAiE p l]-2014 RO.IECi N 48ER W0 SY.EEiS i nwoEe.t.envrrocna.uwaw lL S31&a5s-3DwFav g913GneEz1 cx[cuEn or. wm uere�ac-n-zow JNHNSNN CNl1NTY 112327-t WATER MAIN PLAN ANDPROFILE STA Sit+00-516+50 MW94� AF 1 11 1 iC Ci VRE+ E N 61, E E,l I `\\ s 1881 1g+00 / y 519+p0 I FLANGE ISOLATION KIT o - 139+00 �40+ TO BE PLACED IN LINE w pp \ -DIRECTLY AFTER_ T_EE! -- ISOLATION i - J STA 137+80.26,39.96'-c- 37+80.26, 39.96' L 12" 12" x 6" TEE (HYDRANT ASSEMBLY) J �'NEW TEST STATION J S - 74 x�o's op�3 STA. 137+80.47, 34.00 L _--------" - - CENTER OF HYDRANR _ -_ -h - 7xpp a WATER MAIN PLAN 695 i + 695 690 - j 690 - r -i - 685- - - 1— "ELEEV:&K- 68CLTE - - -- - 680 1; _ I --- - - - - .. i -- 1680 f w_ - _ - k - - � E t - - �- �� � 3" CLEAR WITH BLUE EXTRUDED :: 675 ---i-C - _1 JJ- I-P6t'I`Sfi` RE-F©A -BET-WEEN --- - I- --I - 67 5 - BOTTOM TOP OF OF WATER OX GULVER AIN AND I ... I 670 _ — 670 L TEE ELEV: 680.91 �8'eDlAanitary. 665 - NEW 10'x_ BOX CULVERT 665 660 00 W . (o 117 N (. W 1� N!N c0 �I co (6 O O �,,N O W �,!� t• r W m!!co W I`-.--_ r o6 � � O� r M �,� cl O SIM r tfi - O � (D �,.04 N c0 0 1�- � (O 44 660 CO 00 co (O � t0 co to �' c0 t0 co - c0 ( co tD W � to (D a OD cD to 00 (o W c0 00 (D � W cfl � � 00 co � 516+50 WATER 517+00 MAIN , PROFILE I I 518+00 _.-- c0 519+00 rfl (D G9 520+00 (D CD � 11 1- 521+00 S^EyC—HAy y —P,d C81(➢pO A•IOachy.�A•WeMOillBpA Aecxirecroee•Ensi Heeeu.o mJft IL•ebam d•ONc l_ % Hgl,I. mu My. GRPVNH' PlJ OHiE C6-1)-201G pgl sea-aoaa•rw tal9)ase-evn ,ceEaec Bn ce narE�ee-1>-Ecs BERIEIT 'DI"`SDN CNL1N`Y 112327-1 WATER MAIN PLAN AND PROFILE STA'S16+25-520+75 No, M W.OS W.0 °) s¢Ers ,A -E 0 STALL 12" SOLID SLEEVE WITH \ \ NEW ANODE IN MEGALUG RESTRAINED JOINTS FOR TEST STATION CONNECTION TO EXISTING WATER MAIN. INSTALL FLANGE ISOLATION KIT AT 141+2974,-32,38'R CONNECTION O EXISTING MAIN. 4150 BEND CRELOCATED ANODE TES 'STA: 141+70.71 74.89 R sa STATION AND PROVIDE NEW , 1 450 BEN % e' II LOOP WIRINGIro _� 1 _ Ut _ ----- -? Fo-_may OL _-'- i — - — - FO _ \ 1 �9 R EXISTING WATER MAIN - —� DISCONNECT PIPE BONDING ;' ' WATER MAIN PLAN NOTE: ALL WATER MAIN ON THIS PROFILE SHALL BE CATHODIC PROTECTED AND SINGLE POLY -WRAPPED. SEE SECTION 02665 OF THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS. 705 4=a, 705 - - M 700 — - — — 700 695 �_ a HO f D - - 695 - __ 690 690 - - - wo/m/l/ 685 685 _.�— --- --- -- 680 L. �. 680 i i� i LTEE ELEV 683.07 CO NECT WIT EXISTING 1 ' WATERM IN i 7 . CL TEE E EV: 683.11 T CL LEU = 682. 1± (FIELD V RIFY) i. F PUG-ENDTO 675 675 _ ^- — r SOUTH S OPE FIBER OPTIC LINE 82±. - CONTRA TOR TO FIE D VERIFY.WAT R EXISTI G 24' SANT ARY LINE - 670 670 0 cn r v m fl m o N d o C) rn o o r n m m o� 00 co 0o m of rn of rn rn rn rnco 0 0 cv o� m m m ao ao o m ao co co cG ~ ~ ^ O CV G1 07ED CO (D (O t0 tD m m m m �o t m m °'° ° CD co m 534+00 534+25 Q 530+00 531+00 532+00 533+00 WATER MAIN PROFILE F� /�L p—T7-10 ' H'. 7" = 30' SHI Y VrI iI 1 L'R ORAMN 6Y, A'J ➢ATE. 06 -1i -20I< OER caaar tbplaa u•pra Gy,u•oee mare�lA £>tNe-Remy. 1'IC. 2ea4 Nvm�m olN9,bq Giry, Iw.s �^`' JOHNSON CNUNTY 112327-t WATER MAIN PLAN AND PROFILE ALONG HIM 1 STA:530+00-533+p0 rvo. S.EETS L IMIre, IL • BlavNglut lL • GWRpo.IL (3d) NfW''.'MG • Fvl (8191931-BY21 LNEf.KEO BY' GEM DU W-11-2011 MW 06 S HIi FCiVAC+FNGINFEPING I I 6tiyo FLANGE ISOLATION +NE TO BE PLACED IN LI��� G DIRECTLY AFTER T C II 11 FEE?. \ ( 687 �~STA�20, 46.83L12" x 12" TEE WITH AI —, 12" GATE VALVE ON EW ISOLATI/ WEST AND SOUTH SIDES TEST STATI PROPOSED MAST ARM FOOTING (N -SHEETS) } - C T _I STA: 141+25.79, 59.67' L CENTER OF HYDRANT 534+0p 534+28 STA: 141+31.37, 59.52' L 12" x 6" TEE (HYDRANT ASSEMBLY) WITH 12" GATE VALVE NORTH SIDE N O i z R U 9 3 GENERALNOTES 1, THE CITY OF IOWA CITY TRAFFIC SIGNALIZATION SPECIFICATIONS APPLY TO THIS PROJECT. 2, THE LOCATION OF ALL UTILITIES ON THE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL PUBLIC UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAYBE PRESENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL NOT BE SEPARATELY COMPENSATED FOR DELAYS OR EXTRA COST. 3. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR 4, IOWA CODE 480, UNDERGROU NO FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE CALL, 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND LEGAL HOLIDAYS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OUTSIDE THE CONSTRUCTION LIMITS RESULTING FROM NEGLIGENCE 6. THE CONTRACTOR SHALL COORDINATE TEMPORARY DISRUPTION OF UTILITY SERVICES WITH THE CITY OF IOWA CITY. ANO/OR AFFECTED UTILITY COMPANIES MEN RELOCATING EXISTING FACILITIES OR CONNECTING TO THE EXISTING FACILITIES. T THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE POWER SERVICE LOCATION WITH THE POWER SERVICE PROVIDER PRIOR TO CONDUIT/CIRCUIT INSTALLATION. THE SERVICE SHALL BE UNDER GROUND INSTA'_LATION. B. PRIOR TO CONSTRUCTION: THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL LOCATIONS TO VERIFY EXACT HORIZONTAL LOCATION AND ELEVATION. 9. THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL APPLY TO THIS PROJECT. 10 ALL QUANTITIES SHOWN M THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTORS BID FOR THIS PROJECT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION. 11, THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A 4 -CONDUCTOR CABLE SHALL BE USED FOR 3 -SECTION HEADS AND PEDESTRIAN SIGNAL HEADS, A 7 -CONDUCTOR SHALL BE USED FOR 4 OR 5 SECTION SIGNAL HEADS, AND A 2 -CONDUCTOR CABLE SHALL BE USED FOR PEDESTRIAN PUSH BUTTONS PER SIGNAL POLE. 12. THE LOCATIONS OF ALL FOOTINGS, HANDHOLES, CONDUIT, AND DETECTOR ZONES ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. 13. ALL MAST -ARM MOUNTED VEHICLE SIGNAL HEADS SHALL COME FURNISHED WITH BACK -PLATES, 14. ALL STREETLIGHT LUMINAIRE ARMS SHALL BE LOCATED AT 180 DEGREES TO THE POLE ACCESS HANDHOLE (PARALLEL WITH MAST -ARM) UNLESS OTHERWISE NOTED. LUMINAIRES SHALL HAVE A 30' MOUNTING HEIGHT. STREET LIGHTS SHALL BE LEOTEK LED GREEN KING COBRA. 15. RUNS FOR CAMERA POWERIFOCUS AND COAXIAL CABLE SHALL BE CONTINUOUS WITHOUT SPLICES FROM THE CAMERA TO THE CONTROLLER. 16, THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF THE ITEM UNLESS OTHERWISE NOTED. 17. CONTRACTOR TO RECEIVE DELIVERY OF TRAFFIC SIGNAL POLES ASSUMES RESPONSIBILITY FOR DELIVERY, STORAGE, PROTECTION, AND INSTALLATION IN THE FIELD. CONSTRUCTION MATERIALS MAYBE STORED ON SITE AS DIRECTED By THE ENGINEER. 18, ALL MAST ARM MOUNTED SIGNAL HEADS. TRAFFIC SIGNS, AND STREET NAME SIGNS SHALL BE MOUNTED USING A UNIVERSALLY ADJUSTABLE MOUNTING BRACKET. 19, THE TRAFFIC SIGNAL CABINET SHALL BE MOUNTED ON AN 24 INCH HIGH ALUMINUM RISER. 20. THE VIDEO DETECTION UNITS AND OBSERVATION CAMERA SHALL BE MOUNTED USING A UNIVERSALLY ADJUSTABLE MOUNTING BRACKET. VIDEO DETECTION UNITS MOUNTED ON THE MAST ARM SHALL U `AN EXTENSION POLE WITH ASTRO BRACKET CLAMP KIT. VIDEO DETECTION UNITS AND OBSERVATION CAMERA MOUNTED ON LUMINAIRES SHALL BE MOUNTED DIRECTLY TO THE UUMINAIRIMARM Z,V-�LECTR4L SERVlBE.FOR STREET LIGHTING IS 120 VAC SINGLE PHASE. STREET LIGHTING SHALL BE ON SEPARATE 120 V CIRCUIT FROM THE TRAFFIC SIGNALS. THE STREET LIGHTING WILL BE ppONTROLLED 31.1-.A71}]WNET-MOUNTED PE PHOTOCELL WITH WATERTIGHTENTRY A SERVICE SURGE BREAKER SHALL BE INSTALLED FOR ALL INCOMING POWER. *2j ' RAFHC4I6NAL'PQCf MAST ARMS, AND LUMINAIRE EXTENSIONS SHALL HAVE A GLAVANIZED FINISH. 23. d,ONTROCID R SA1L1. E EAGLE M52 FIBER READY. FURNISH AND INSTALL PATCH CORDS, DISTRIBUTION PANELS, AND MISCELLANEOUS CABINET EQUIPMENT. CONTROLLER SHALL BE �ATERCONNECT�WO jHE EXISTING CONTROLLER AT THE NORTHGATE DRIVE AND HIGHWAY 1 INTERSECTION WITH FIBER OPTIC CABLE AS SHOWN ON THE PLANS. THE CITY OF IOWA CITY'S 142AFFIC-DFPAR(�NT9VILL PERFORM FINAL CABINET WRING ONCE EQUIPMENT AND CABLING ARE INSTALLED. � T 114,.ALL PVC �IJDUNl&F ALL BE SCHEDULE 80 OR DIRECTIONAL BORED HDPE CONDUIT. 25, THE CONTRACTOR H7CnHE OPTION TO TRENCH OR BORE CONDUIT, HOWEVER, PAVEMENT SHALL NOT BE DISTURBED DURING CONSTRUCTION UNLESS NOTED ON THE PLANS. AREAS DISTURBED BY CON.ICTION SHALL BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 26. PEDESTRIAN PUSHBUTTON /PEDESTRIAN SIGNAL CABLES SHALL BE INSTALLED FOR FUTURE INSTALLATIONS. THE 2 -CONDUCTOR PUSHBUTTON CABLES SHALL BE INSTALLED TO THE HANDHOLES NEAREST THE SIGNAL POLE BASES AND COILED VNTH AN EXTRA 20' OF SLACK FOR FUTURE USE IN THE HANDHOLES. 2T ALL SIGNAL INDICATIONS SHALL BE LED IN ACCORDANCE WTH MOST RECENT HE SPECIFICATIONS. 28. INSTALL A 46 A.W.G. BARE COPPER GROUND WIRE BETWEEN THE GROUND ROOS IN THE SIGNAL FOOTINGS AND THE CONTROLLER CABINET TO FORMA CONTINUOUSLY GROUNDED SYSTEM. THE GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS. 29. CONTRACTOR SHALL FURNISH A SCHEDULE OF UNIT PRICES FOR ESTIMATED TRAFFIC SIGNAL QUANTITIES. 30. PROVIDE 48 HOURS NOTICE TO CITY OF IOWA CITY TRAFFIC ENGINEERING DEPARTMENT BEFORE PLACING TRAFFIC SIGNALS INTO OPERATION. 31. REFER TO STAGINGITRAFFIC CONTROL SHEETS FOR TRAFFIC CONTROL AND STAGING DETAILS FOR THE PROJECT THE TRAFFIC SIGNAL SYSTEM SHALL BE PARTIALLY CONSTRUCTED DURING STAGE 2 OF THE STAGINGITRAFFIC CONTROL PLAN, DURING STAGE 2 ALL HANDHOLES, CONDUIT, AND TRAFFIC SIGNAL POLE BASES SHALL BE INSTALLED AND CAPPED/COVERED. THE TRAFFIC SIGNAL POLES, MAST ARMS, TRAFFIC SIGNAL HEADS, WIRING, AND SIGNING SHALL BE INSTALLED WHEN CONSTRUCTION OF MOSS RIDGE ROAD IS SUBSTANTIALLY COMPLETE AND NEARING BEING OPENED TO TRAFFIC. THE CONTRACTOR SHALL COORDINATE THE COMPLETION OF THE TRAFFIC SIGNAL SYSTEM WITH THE ENGINEER. 32. FURNISH AND INSTALL BATTERY BACK-UP SYSTEM INCLUDING ALL ACCESSORIES AND CABINET SYSTEM SHALL PROVIDE 4 HOURS OF FULL COLOR OPERATION AND 8 HOURS OF FLASHING OPERATION. 33. FURNISH AND INSTALL AN OBSERVATION CAMERA AS SHOWN ON THE PLANS. 34. VEHICLE DETECTION SHALL BE ITERIS VANTAGE VECTOR VIDEO / RADAR. TWO ADDITIONAL ITERIS VANTAGE VIDEO CAMERAS WILL BE USED FOR MAST ARM APPLICATIONS AS SHOWN ON THE DRAWINGS. 35. CONTRACTOR SHALL BAG COMPLETED TRAFFIC SIGNALS UNTIL NOTIFIED BY THE ENGINEER TO ACTIVATE THE INTERSECTION. TRAFFIC LEGEND EXISTPXB PROPOSED PLWMARK NANMARK DESCRIPTION M -D �► TRA=FIC SIGN4L WI BACKPLATE ---i' —� TRAFFIC SIGNAL WITHOUT MCKPLATE I'- H (--DII[B PEOESTRVWSIGNAL "fn J r 61 PEOE5TRIAN SIGNAL DUAL HEAD MAST ARM I ELIMINATE ARM ;FTI IFT! +• � !VMINAIRE VIDEO DETECTION CAMERA VIDEO I RADAR CAMERA OBSERVATION CAMERA "7 MASTAR&V POST MOUNTED SIGN 'I GROUND MOUNTED SIGN 1 O HANDHOLE B ...CONTROLLER -... J°" O SIGNAL WE ... '- QQ PEDESTAL BASE PEDESTRNN PUSH BUTTON POLE GUY WIRE -------- -------- PUSHED I BORED CONDUIT --- ----- TRENCHEDCONWIT ## ## VIDEO DETECTION ZONE ## ## FOVCTNE LOOP DETECTOR %dPA Nd SIGNALHEADLABEL Ep���` Mdifq L. BkMR Gm•�,� w � •13�1'.{50.J�D. FgK QIg)8548�1 H �B I LNEC ED YB Y. DJYi DPTE. 61]-20i< JOHNSON ..NDiNiTY I PRUJECT NUMBER CWaz R�b,W N EIP INp MMIL•CM3pJ,L 112327-� TRAFFIC GENERAL NOTES sncE siE?s 'CMT 9 X 5'=3' X 0' CROSSWPAK NAR WHITE.THERE SHALL BE ATHI4EF FOOT GAP IN BETWEEN EACH PAINTED BLOCK. TABULATION OF PAVEMENT MARKING SYMBOLS AND LEGENDS 108-z9 TABULATION OF PAVEMENT MARKINGS ROAD IDENTIFICATION LOCATION � 1oa2z V LI MODIFIED 'SEE PM -110 LOL.OIion SIDE LTAW RTAW Length (In S1ahIX13) ONLW MOSS RIDGE Identification MOSSRIDGE RD Station to Station - L Side id R DCY4 BLW4 ELW4 SLW4 CHW8 CHYB _. _.. _...-. SLW2 SPY6 LDWS MNY4 CBW'• 3'X8 Remarks ... _. 134+35 _ 131+75 - 13360 1 134+85 LT----- 134+35 -141+50 X - 135+25 7.15 ...1.90 1 _ ---- 140+07 - 13?+35-136+25 X -.... _...... 140+42..... RT 136+25-141+50 - - X---- 0+-.... RT 1HIGHWAY 5.25 HIGHWAYEl1478 139+00-141+50 -X 2.50 _ _ 83+90LT 1 i34+00 % 050 0.35 _ _.... 84+65 141+50 -_ X 038 .... 88,15RT 2 HIGHWAY 1 88+80 ..... AT 2 89+15 83+50- 2 _. -_. LT 0.84 83+69 ........ 91+45 -... 0 36 0 30 83+64-89+50 87+50-89+50 X X_4.00 X.._ % 1180 11.80 .....0.48 11.90 _- _ TWO LANE LINES .-. - 89+50 X 0.52 .._ SUBTOTAL 90+75 _.. X % 2 6 0.52 _ 052 90+75-99+90 -._ % _ ... 9.20 _ - - -- 90+75-92+80 X -- 2.00 _ -- - 90+75. 92+25 - 50 X X 5.25 _ _ 5.75 BOO TH SIDES OF CURB 2. 5 . 91 1 +65 X 1495 93+50X -93+50-99+90 X 99+90-105+00 - % 5.10 _ _...... Quantity Factors SUBTOTAL 2 .25 1 i _ 2 2 25.5 .14 35.95 8,75 10.50 46.76 6 1044 3.40 60.01 0,50 2.fi3 1 4.52 12 10.08 TOTAL STA:219.20 'CMT 9 X 5'=3' X 0' CROSSWPAK NAR WHITE.THERE SHALL BE ATHI4EF FOOT GAP IN BETWEEN EACH PAINTED BLOCK. "11.ED 2014 JUL -3 PILI 4- 04 C1i Y CLERK 1 0 :'" CITY, 1'O'A ��•HIv�I••IMI I L.RY CoC Papft N. 1. CIB N. r�a Md,KV, SN-HetNry. iTO. 'M3d N011t.G lb - CV.. I--52'US 9RPVN RYi DFF oPiE� [6-i].2019 PROJECT N�JNBERJ RJevEMEI'!F M/1{iI(N�]Qui9NTtT1E6 "�` "�`=a SE4^Aa�BI NNmn It, enenoati (31x)359 M40, F-13191354-6921 cHEcxsn erg--mm-TE�oa-11 n- JUHNSON COUNTY 112327-1 N.02 TABULATION OF PAVEMENT MARKING SYMBOLS AND LEGENDS 108-z9 MODIFIED ROAD IDENTIFICATION LOCATION � O�I V LI REMARKS STATION SIDE LTAW RTAW BLOW ONLW MOSS RIDGE REFERTONSHEETS -RD 134+00 Ri 1 1 134+35 LT 1 134+85 LT----- - 135+25 LT 1 _ 140+07 - RT 1 -.... _. 140+42..... RT 0+-.... RT 1HIGHWAY HIGHWAYEl1478 83+90LT 1 84+25 _ LT _.... 84+65 LT 1 _ _ 88,15RT 2 88+80 ..... AT 2 89+15 RT 2 _. 91+10 LT - 1 ........ 91+45 _ LT _... 93«25 SUBTOTAL tRT 13 1 2 6 TOTAL SUM=22 "11.ED 2014 JUL -3 PILI 4- 04 C1i Y CLERK 1 0 :'" CITY, 1'O'A ��•HIv�I••IMI I L.RY CoC Papft N. 1. CIB N. r�a Md,KV, SN-HetNry. iTO. 'M3d N011t.G lb - CV.. I--52'US 9RPVN RYi DFF oPiE� [6-i].2019 PROJECT N�JNBERJ RJevEMEI'!F M/1{iI(N�]Qui9NTtT1E6 "�` "�`=a SE4^Aa�BI NNmn It, enenoati (31x)359 M40, F-13191354-6921 cHEcxsn erg--mm-TE�oa-11 n- JUHNSON COUNTY 112327-1 N.02 "CBW 5 X 8'=3' X B CROSSWALK BAR WHRE. THERE SHAH- BE A THREE M07 GAP IN BETWEEN EACH PAINTED BLOCK t CJ C- (ri gyp ~i � 4 d 0 �, #J C T d Y 9 2 ��.''..i1Ve�.li�•9�F��'\s�r CWW RBIIR4 Al bw9 city, IA+Om Mpre4w S Hartery. MC. 283p Nptftet, PTw, WrvH Cip••peW `+N2M` BRPVN BY. eR.' OAiE� p6-11-2414 PROJELi xpMBER SunEr S{[[hit a AccRi.ecruac+enelry eexirie Kbr+w t• Bbpnkglat iL+ Cwauaa Pisl as9-so°°'E°"p151 s6a-�2t cRECREB Br, em BnrE. JOHNSON CNUNTY 112327-i PAVEMENT MARKING QUANTITIES NO2 a -n-zou TABULATION OF PAVEMENT MARKINGS loazz MODIFIED 'BEE PM 114 Loca6o0 Length (IB Stations) ItlentRlcat�11 ation to Station L Side R- DCY4 BI -W4 ELW4 SI -W4 GHWB CHYB SLW2 SPVB LOWS MNY4 CeW� Remarks 3'X8 MOSS RIDI-- '131+75 - 133+60 X 4.88 134+35 - 141+50 X 7.15 134+35-136+25 - X 1.90 _ 136+25-141+50 X 5.25 0-141+50 X 2.50 - _ 1 X 0.50 0.35 141+50 - X 0.36 -...- HIGHWAY 1 I -- 83+50 0.84 63+64 0.36 _ 83+64 69+50 X X 1180 11.80 11.90.. 37+50-89+$0 X _ 4.00 TWO LANE LINES gg+50 X 0.48 -. 0.52 90+75 X X 0.52 0.52... 90+75-99+90 X 9.20 90+75-92+e0 x 2. _ 90+75-92+25 X � 5.25 _ ---- I gp+75-93+50 X 5.75 BOTH SIDES OF CURB .... 90+75-97+20 I X 6.W ...... 90+75-105+85 X 14.95 ...._ ..... 93+50 X .... 3.18 93+50-99+9p -.. X ...16.50 ....- 99+90-105+00 X 510 I Quantit4-25 IT y TABULATION OF PAVEMENT MARKING SYMBOLS AND LEGENDS toe-zs MODIFIED ROAD IDENTIFICATION LOCATION 'I Int REMARKS MOSS RIDGE RD STATION SIDE LTAW RTAW RLRW ONLW REFER TO N -SHEETS 134+00 RT - i34+35 LT t _ 134+85 LT - 1 _ 135+25 LT 1 - ._ - 140+07 RT 1 140+42 RT _ 1 _ 140+]e RT 1 HIGHWAY1 --- 63+90 LT 1 84+65 LT 1 -- 88+45 RT 2 _.._ .... 88+80 RT 2 - 89+15 RT 2 - 91+10 91+45 LT LT t 91+80 LT 1 _ 94+20 RT 1 _ _ 97+00 eUeTOTAL RT i 1- 1 2 6 TOTAL SUM =22 Factors 2 25 1 1 2 2 6 3.40 0.50 1 12 SUBTOTAL 25.5 5.08 35.95 875 10.50 ID.44 _. 60.01 2.63 4.52 10.08 TOTAL STA 22p 22 "CBW 5 X 8'=3' X B CROSSWALK BAR WHRE. THERE SHAH- BE A THREE M07 GAP IN BETWEEN EACH PAINTED BLOCK t CJ C- (ri gyp ~i � 4 d 0 �, #J C T d Y 9 2 ��.''..i1Ve�.li�•9�F��'\s�r CWW RBIIR4 Al bw9 city, IA+Om Mpre4w S Hartery. MC. 283p Nptftet, PTw, WrvH Cip••peW `+N2M` BRPVN BY. eR.' OAiE� p6-11-2414 PROJELi xpMBER SunEr S{[[hit a AccRi.ecruac+enelry eexirie Kbr+w t• Bbpnkglat iL+ Cwauaa Pisl as9-so°°'E°"p151 s6a-�2t cRECREB Br, em BnrE. JOHNSON CNUNTY 112327-i PAVEMENT MARKING QUANTITIES NO2 a -n-zou TABULATION OF PAVEMENT MARKINGS loazz MODIFIED 'BEE PM 114 Loca6o0 Length (IB Stations) ItlentRlcat�11 ation to Station L Side R- DCY4 BI -W4 ELW4 SI -W4 GHWB CHYB SLW2 SPVB LOWS MNY4 CeW� Remarks 3'X8 MOSS RIDI-- '131+75 - 133+60 X 4.88 134+35 - 141+50 X 7.15 134+35-136+25 - X 1.90 _ 136+25-141+50 X 5.25 0-141+50 X 2.50 - _ 1 X 0.50 0.35 141+50 - X 0.36 -...- HIGHWAY 1 I -- 83+50 0.84 63+64 0.36 _ 83+64 69+50 X X 1180 11.80 11.90.. 37+50-89+$0 X _ 4.00 TWO LANE LINES gg+50 X 0.48 -. 0.52 90+75 X X 0.52 0.52... 90+75-99+90 X 9.20 90+75-92+e0 x 2. _ 90+75-92+25 X � 5.25 _ ---- I gp+75-93+50 X 5.75 BOTH SIDES OF CURB .... 90+75-97+20 I X 6.W ...... 90+75-105+85 X 14.95 ...._ ..... 93+50 X .... 3.18 93+50-99+9p -.. X ...16.50 ....- 99+90-105+00 X 510 I Quantit4-25 IT y TABULATION OF PAVEMENT MARKING SYMBOLS AND LEGENDS toe-zs MODIFIED ROAD IDENTIFICATION LOCATION 'I Int REMARKS MOSS RIDGE RD STATION SIDE LTAW RTAW RLRW ONLW REFER TO N -SHEETS 134+00 RT - i34+35 LT t _ 134+85 LT - 1 _ 135+25 LT 1 - ._ - 140+07 RT 1 140+42 RT _ 1 _ 140+]e RT 1 HIGHWAY1 --- 63+90 LT 1 84+65 LT 1 -- 88+45 RT 2 _.._ .... 88+80 RT 2 - 89+15 RT 2 - 91+10 91+45 LT LT t 91+80 LT 1 _ 94+20 RT 1 _ _ 97+00 eUeTOTAL RT i 1- 1 2 6 TOTAL SUM =22 °x SIGNING RR REMOVE AND REINSTALL EXISTING SIGN. EXISTING TYPE A SIGNS MAYBE REMOVED AND STORED BY CONTRACTOR UNTIL READY TO REINSTALL AT PROPOSED LOCATION. SIGNS DAMAGED BY THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED AT THE CONTRACTOR'S COST. ALL COSTS FOR THE SIGN REMOVAL, STORAGE, AND REINSTALLATION SHALL BE CONSIDERED INCIDENTAL TO THE `REMOVAL OF SIGN" 810 ITEM AND NO SEPARATE PAYMENT WILL BE MADE. RA REMO<� EXISTING TYPE A SIGN ASSEMBLY A TYPE 'N SIGNASSEMBLY CONSISTS OF ONE OR ESIGNS - INSTALLED 0 E OR MORE WOOD POSTS - EITHER DIRECTLY NTED TO THE POST, OR MOUNTED TO THE POST WITH SPECIAL SIGN MOUNTING BRACKETS UNLESS STATED OTHERWISE IN TWEW,(•.NS, ALL POSTS SHALL BE REMOVED WTH THE SIGNS AND BRACKETS. THE CONTRACTOR SHALL REMOVE EACH S.'GTIWSSEMBLY IDENTIFIED IN THE PLANS. STEEL POSTS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL OTHE"IATERIALS REMOVED SHALL REMAIN THE PROPERTY OF THE DOT. EACH SIGN ASSEMBLY REMOVED SHALL BE DISASSEMBLED BEFORE DELIVERY TO THE DOT. FOR TYPE A SIGN ASSEMBLIES, THE CONTRACTOR SHALL UNBOLT ALL SIGNS, SPECIAL MOUNTING BRACKETS, AND POST FROM EACH OTHER. CARE SHOULD BE TAKEN NOT TO DAMAGE THE DISASSEMBLED MATERIALS. HOLES REMAINING FROM THE REMOVAL OF WOOD POSTS SHALL BE BACKFILLED AND RESTORED TO THE NORMAL SURROUNDING CONDITIONS. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NO SEPARATE PAYMENT WILL BE MADE, THE CONTRACTOR SHALL DELIVER THE REMOVED SIGNS, SPECIAL SIGN MOUNTING BRACKETS, EXTRUDED ALUMINUM PANELS. AND WOOD POSTS TO A DOT STORAGE AREA WITHIN 50 MILES OF THE PROJECT LOCATION. CONCRETE FOOTINGS FOR STEEL POSTS ARE NOT CONSIDERED PART OF THE SIGN ASSEMBLY ALL COSTS FOR THE SIGN ASSEMBLY REMOVAL AND DISASSEMBLY, POST REMOVAL, RESTORATION OF THE SURROUNDING CONDITIONS, AND DELIVERY TO THE DOT SHALL BE CONSIDERED INCIDENTAL TO THE "REMOVAL OF SIGN" BID ITEM AND NO SEPARATE PAYMENT WILL BE MADE. OW DRILLWOODPOST ALL 4"x6" WOOD POSTS SHALL BE MODIFIED BY HAVING TWO 1 Y" HOLES DRILLED CENTERLINE. HOLES SHALL BE DRILLED AT 4"ABOVE GROUND LINE AND I8`ABOV PLAN 51-111 FOR DETAIL. TABULATION OF MATERIALS FOR TYPE 'A' SIGNS x x Ode FINISHED GRADE. REFER ROAD PLANS SI -101.511,8131 Iso-si - MODIFIED POST ID j MOSS RIDGE RD. DIR. OFc FRAV�L SIGN LOCATION REQUIRED`O PERE NO ] OF - 4"xe' ODFRBRACKJT, FT TYPE A: ONE BRACKETSIG�LXOU POST POS N BRA BRACKETS CKET' H ' BRAG F (BRACKET INSTALLATION F7 (TYPE BRACKET S ALLATSTANDARO DIM I DIM. "X FT I FT REMARK TABULATION STATION POSTS' =L TO BE REMOVED t 24 x 30 5.00 _ EBRO EB 726+00 1 ! 24.30 1 5 7 WBR-2 SPECIAL 1 SPECIAL WBR-1 W8_.._ 126+00 1 125 i 1 t 6 7 1 - REMOVE & EXISTING WBR-2 VA3 1 136+50 2 26.0 - I I 1 6 6 - (EACH) EBR -2 N,B 138+00 2 25.0 I i 7 :hBR-3 `NB 139+00 .... 2 260 I 1 6 6 SBL -1 RA WBR-4 I WB 140+25 t 125... I -- R4-7 6 7 24x30 5.00 HIGHWAY( 1 OMi-2 -f x 16 { 2.25 R6.1 L, R7-1 83+54 L I SBL -1 SB 89+47 �i� 12.5 3 - 4.7 83+54 L W62 NBL-1 NB _......90+76 t 12.5 I 3 1 1 4,7 NBR-2 _OM1 I W9-iR NBR-t N8 91+50 i !. t3D P- 12 7 DW - SBL -2 SB 93+41 1 : 12.5 3 4,1 SBR -3 - NBR-2 NB 94+20 1 - 1 13.0 1 it v\13 -S 1 DW 9.00 NBR-3 - NS 97,00 1 130 ' 1 12 7 OW _ SBR -t SB 97+00 1 730 t 12 1 DW NBR-4 NB 100+00 1 13.0 1 12 7 DW SBR -2 SB 100+00 1 13.0 - 1 12 7 OW NBR-5 NBR-6 SBR -3 NB NB SB 107+701 103+D5I 103+50 1 1 130 13.0 13.0 7 7 t 12 7 12 7 i2 7 DW- DW W, 58 SBR -4 SB 106+00 t _ 130- 1 12 7 - D ` 96+38R NBR-7 NB 1 106*00 I 1 ' 13.0 I 7 1 12 7 - W143 NBR-8 I NS 1 106+00 TOTALS ! 1 .- 24 120 177- 130 1 12 7 TOTAL WOOD POSTS - TEEL OTAL ST POSTS =1 J to - f UNI IONLY 1.9" Rocil , 0.8" Border, [ONLY] D. [ONLY] D TO STANDARD ROAD CAV-Piql i, MMS Inden k, Back on WM1ite. 36 1.9" Radius, 08 S.rdeq 0.5' Indent. Block u, Vi .te (PEARSON] C [CAMPUS] C; (MOSS' Q [RIDGE RD] C 751 spacr9; SUMMARY OFTYPE'A' SIGNS 190-66 1 U MODIFIED POST ID MUTCD ID OUANTITY EACH SIZE INCHES SHEET ALUMINUM SF MOSS RIDGE RD TABULATION OF EXISTING SIGNS TO BE REMOVED t 24 x 30 5.00 X266 w R2-4 1 ! 24.30 5.00 WBR-2 SPECIAL 1 SPECIAL _ 1 36x30 36x 18 - 7.50 4.50 :.1 p&ICN NUMBER ^') ems+ OR LOCATION STATION DIR. OF TYPE" ' SIGN MBLY TYPE "B" SIGN ASSEMBLY REMOVE & EXISTING REINSTALL ' SIGNS CONCRETE SUPPORT APPLICABLE _.. FCOTING STRUCTURE SIGNING WeR-3 -. SPECIAL SPECIAL 1 '. 1 ASCRIPTION (APPROXIMATE) TRAVEL (EACH) (EACH) TYPE"A" TYPE"B" LEACH) &FOOTING NOTES REMARKS + !EACH) (EACH) (EACH) I' C i SBL -1 RA RB ' W ,RR RF ®RSi NBL-t-... R4-7 HIGH t 24x30 5.00 1 OMi-2 -f x 16 { 2.25 R6.1 L, R7-1 83+54 L SB 36 36 x 36 ' 9.00 1 SBL -2 RR RELOCATED STATION: 83+54 L W62 85+18R ' NB 1 1 _.. 1 18x18 _ RA NBR-2 _OM1 I W9-iR W 3 08+38 L SB NBR-3 P- 1 RR RELOCATED STATION: 97*OOl R2-1,. RS -t - 89+70 NB 36x36 9.00 SBR -3 RR RELOCATE R2-1 ONLY STATION 101+70R R2-1 90+ SB it v\13 -S 1 'i. 1 9.00 RR RELOCATE R2-1STATION 100+DOL W4 -2R 9 06 CC NB 1 _ RA - 12 . t W4 -2R.. 1+58C NB 1 _ RA R4-7,OM-2 91+60C v SB i ] _ RA 02-1 92+95L _ 58 7 RR RELOCATED STATION: 93+DOL V1.1-1- 96+34 L 58 i RA DI -2A ` 96+38R NB i _ RR RELOCATED STATION 103+00R W143 99+40L SB 1 Rq - - W14-3 100+12 L S0 '., 1 - RA- M15 102+86L NB 1 _ 1 RR RELOCATED STATION 106+00 R W14-3 105+00 L NB 1 I RA R16 56, R16 3 106+56 R NB 1 I RR I RELOCATED STATION 111+00R TO STANDARD ROAD CAV-Piql i, MMS Inden k, Back on WM1ite. 36 1.9" Radius, 08 S.rdeq 0.5' Indent. Block u, Vi .te (PEARSON] C [CAMPUS] C; (MOSS' Q [RIDGE RD] C 751 spacr9; SHV F 1 , � e6tAe $IA• TaC ,IF•CeSM1WregW HM1B yMN. N. M Matlp180/&bwaCry,b bP26 � ;ATN BY DPv Wi. (41320.. IRA_i N 131N OLAL APCHIiEC IRT*FNJIii EE pl N(i MOM 11-18ftfd'p IL•Offl g1. IL (313)351-3MA• Fe (3%3546921 I CI H K:B BY. Arry OPiE-1]-2UI4 JUHNSUN =ODN]Y - � 112327-1 TRAFFIC SIGNAGE QUANTITIES 0 SHEET$ N 03 SUMMARY OFTYPE'A' SIGNS 190-66 1 U MODIFIED POST ID MUTCD ID OUANTITY EACH SIZE INCHES SHEET ALUMINUM SF MOSS RIDGE RD EBR -t R2 1 t 24 x 30 5.00 1NBR I R2-4 1 ! 24.30 5.00 WBR-2 SPECIAL 1 SPECIAL _ 1 36x30 36x 18 - 7.50 4.50 y -2 W3-3 11 W x 30 _ I 6.25 WeR-3 -. SPECIAL SPECIAL 1 '. 1 36x30 36x18 7.50 450 WBR-4 R21 1 24x30 500 HIGHWAY 1 SBL -1 I R47 1 _ OM1 -2 1 24x30 18x18 1........ 5.00 2.25 NBL-t-... R4-7 1 24x30 5.00 1 OMi-2 t x 16 { 2.25 NBR 1 _.. WG -2 1 36 36 x 36 ' 9.00 SBL -2 R4-7 t 24x30 _ 5.00 -2 _.. 1 18x18 2.25 NBR-2 _OM1 I W9-iR 1 x36_ 9.00 NBR-3 W4 -2R 1 363. 9.00 _ NBR-4 W6-3 36x36 9.00 SBR -3 W6-1 _1 1 36x36 9.00 SBR -4 it v\13 -S 1 36x36 9.00 TOTALS - 20 - 12 . t SHV F 1 , � e6tAe $IA• TaC ,IF•CeSM1WregW HM1B yMN. N. M Matlp180/&bwaCry,b bP26 � ;ATN BY DPv Wi. (41320.. IRA_i N 131N OLAL APCHIiEC IRT*FNJIii EE pl N(i MOM 11-18ftfd'p IL•Offl g1. IL (313)351-3MA• Fe (3%3546921 I CI H K:B BY. Arry OPiE-1]-2UI4 JUHNSUN =ODN]Y - � 112327-1 TRAFFIC SIGNAGE QUANTITIES 0 SHEET$ N 03 _SIGNING NOTES _ RR REMOVE AND REINSTALL EXISTING SIGN: ALL OTHER MATERIALS REMOVED SHALL REMAIN THE PROPERTY OF THE DOT. EACH SIGN ASSEMBLY REMOVED SHALL BE DISASSEMBLED BEFORE DELIVERY TO THE DOT. FOR TYPE A SIGN ASSEMBLIES, THE CONTRAG I OR SHALL UNBOLTALL EXISTING TYPE A S:GNS MAYBE REMOVED AND STORED BY CONTRACTOR UNTIL READY TO REINSTALL AT PROPOSED LOCATION. SIGNS, SPECIAL MOUNTING BRACKETS, AND POST FROM EACH OTHER. CARE SHOULD BETAKEN NOT TO DAMAGE THE DISASSEMBLED MATERIALS. nn �Lu SIGNS DAMAGED BY THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED AT THE CONTRACTOR'S COST. HOLES REMAINING FROM THE REMOVAL OF WOOD POSTS SHALL BE BACKFILLED AND RESTORED TO THE NORMAL SURROUNDING CONDITIOt T AAI OR S L . E CONSIDERED INCIDENTAL AND NO SEPARATE PAYMENT WILL BE MADE. ALL COSTS FOR THE SIGN REMOVAL, STORAGE, AND REINSTALLATION SHALL BE CONSIDERED INCIDENTALTO THE "REMOVAL OFSIGN'IIDIIEMANDNCSEPARATE PAYMENT WILL BE MADE. RA REMOVE EXISTING TYPE A SIGN ASSEMBLY A TYPE'W SIGN ASSEMBLY CONSISTS OF: -ONE OR MORE SIGNS - INSTALLED ON ONE OR MORE WOOD POSTS - EITHER DIRECTLY MOUNTED TO THE POST, OR MOUNTED TO THE POST WITH SPECIAL SIGN MOUNTING BRACKETS UNLESS STATED OTHERWISE IN THE PLANS, ALL POSTS SHALL BE REMOVED WITH THE SIGNS AND BRACKETS. THE CONTRACTOR SHALL REMOVE EACH SIGN ASSEMBLY IDENTIFIED IN TI IE PLANS. STEEL POSTS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL DELIVER THE REMOVED SIGNS, SPECIAL SIGN MOUNTING BRACKETS, EXTRUDED ALUMINUM PANELS, AND WOOD POSTS TO A DOT STORAGE AREA WITHIN 50 MILES OF THE PROJECT LOCATION. Ft CONCRETE FOOTINGS FOR STEEL POS IS ARE NOT CONSIDERED PART OF THE SIGN ASSEMBLY. 4014 JUL -3 PH L' Ob ALL COSTS FOR THE SIGN ASSEMBLY REMOVAL AND DISASSEMBLY. SHALL CONSIDERED IINCIDENTTAL TO THE "REMOVAL OF SIGNF BID ITEM T MTARNE AND NO RESTORATIONPAYMENTO SEPARATEE WILL BE MADEG CONDITION'S, AN EI I t�R"LLI�T"y DW DRILLWOODPOST sly.°����kL�x'LI ,.. I ALL 4"x6" WOOD POSTS SHALL BE MODIFIED BY HAVING TWO 1. N!' HOLES DRILLED PERPENDICULAR TO THE ROADWAY CENTERLINE. HOLES SHALL BE DRILLED AT 4" ABOVE GROUND LINE AND 18" ABOVE GROUND LINE. REFER TO STANDARD ROAD PLAN SI -111 FOR DETAIL. TABULATION OF MATERIALS FOR TYPE'A' SIGNS 190-51 -POSTS SHALL BE TELSPAR:2"x2xa"STIB MITI 1.75X^.]5'POST (4MGHTVARIES OR APPROVED EGUFlL. EXTEND STUB 2"ASOVE FIN ISHEDGRAPF.REFER TO STANDARD ROAD VlpN5 o410y 111,&tvi. MQDIFIED POSTS REQUIRE TYPE'A'SIGN MOUNTING BRACKETS INSTALLATION DIN. SIGN LOCATION PERF SO NO. 4"x8" ONE TWO AUX. DIM. DIM. STEEL TUBE' F Fi REMARKS POST ID OF OF b900D POST POST BRACKETFIMET11 TRAVEL POSTS BRACKET BRACKET "L" RACKET BRACKET TYPE X Y STATION FT F7 FT FT FT - MOSS RIDGE RO POST ID MUTCD ID QUANTITY EACH SIZE INCHES SHEET ALUMINUM I SF MOSS RIDGE RD, EBR -I ---- 1 24 x 30 EBR-1 EB 126+DO 1 t25 _ 5.00 t 6 7 36x30 36x18 _' 1 750 4.50 EBR -2 W3-3 WBR1 VJB 126+50 i t2.5 _ _ 1 6 7 R2-1 1 24x30 - Sm 1N8R-2 We _ 136+50 2-- 260 — 1 6 6 SBLA R4-7 OM1 -2 1 i EBR -2 WB 136+00 2 25.0_ _ 1 fi 7 1 _ 18 x 18t NBR- WBR-3 We 139+00 - 2 26.0 _. 1 _...6 8 -2 1 18x18NBR-2 WeR4 WB .-.... 140+25 1 2D - 1 1 6 7 36x36 -3 W6 -i 1 HI __ 36x 36SBR-4_ -SBR -.... W3-5 I 36x36TOTALS NBR4 NB 85+15 1 13 O N 8R-1 -- N 85+16 1 :I 92 7 Or + _ NBl-0 ...NB 90+78 1 12.5 3 - 4,7 NB 91+50 1 i30 1 12 7 OW 2.7>4-10.1— SBL-2 ...56 93+41 1 _12.5 3 4,7 2.7 13.5 _-_NBR-3 NB 93+50 - 1 .3.0 -1 12 7 SBR -1 SB 97+00 i t3.0 - - 1 12 7 1, DW - 1.9 -Radius. SV Bw NBR4 'NB im+m 1 1 12 7 (ONLY) D; IONLYI D SBR -2 SB 100+00 7 13.0 - 1 12 7 DW NBR-5 N6- 101+70 1 _ _ 7 12 7 OW NBR-6 NB _ _- 103+00-- 1 13.0 1 1 12 7 SBR3SB 103+50 1 13.0 _ i 1 72 7 DW S BL-_... SB 105+00 --106+00 1 13.0 - t 12 7 DW SBR -4 SB 1 _ 13.0 - 1 12 7 DW NBR-7 NB 106+00 1 130 1 12 7 DW Ne R-8 NB_ 106+00 1 12.0 - 7 12 --7 TOTALS 26 190) 130TOTAL WOOD POSTS=9 TOTAL STEEL POSTS=t5 TABULATION OF EXISTING SIGNS TO BE REMOVED OB -2x406 SIGN NUMBER OR DESCRIPTION T(APPROXIMATE) i LOCATION STATION DTR. OF TRAVEL TYPE"A"SIGN ASSEMBLY (EACH) URB REMOVE&REINSTALL TYPE'B'SIGN EXISTING SIGNS CONCRETE SUPPORT ASSEMBLY _ FOOTING STRUCTURE (EACH) TYpE"A" TYPE'S' (EACH) &FOOTING (EACH) (EACH) (EACH) ®RR v I APPLICABLE SIGNING NOTES REMARKS HIGH ....I W9-iR 81+SSC _ NB RR RELOCATED STATION: 85+15C W -1R ! R . -, 81+55R - ....8- NB _. 1 _ RR _ ELOC T DSTATION: 85+75R A I..... + I W6-2 BS+tOR NB-... RA W3- 88+38 L I 5B i RR RELOCATED STATION: 97+00 L R2R R6-1 _ 89+70 R �B _ RR RELOCATE R2-1 ONLY STATION 101+70R R2-1 90+60 L_ SB t — RR RELOCATE R2-7, STATION 100+001 - W4 -2R 91+0.5C NEI 1 RA W4 -2R 91+SBR NB '. RA R4-7, 91+60 C SB 1 RA -1 D2-1 92+95L SB 1 RR RELOCATED STATION. 93+00L SP" ..SPE 6 _.. _. RA ..... 1- 9.6+38R -9 NB i RR RELOCATED STIR ON: 103+00 R t T _ RA -3 10 +t R S RA RELOCATED STATION: 105+00 R { - ftR RELOCATED STATION: 106+00R Rib -SB, R16-3 1 106-56R NB _.. _.._ 1 RR RELOCATED STATION. 111 RIB 1 TOTALS..-.- wa er. OSP IndeLt, BIHOR Fn AN%, PEARSON CAMPUS m Nm Itae— MOSS Ill Kid a 1 � 13' Re6i,r8. LT BOldat, ST LPcNm. 81.v vn whh: [PEARSON) C: (CAMPUS] C: (MUSS] C: [RIDGE RD] C 756 spS6V �I--1IVL-1-IHI Ii�I`{Y Oeder RaP:d9,W we C'Y IA @e More5l0. BI,NaHellery, Irm. P934 NaNpate Gt1q bwa Clp', (Owe S. LRPVN BY - OP PROJEti NUXBER I'.ScrT T[i nx nr c c IORDA IL.B nVOR N.• Cn¢e90 IL (ate)SIMONSI F-(3191 SA -6a21 CHEExez BY nBTE Be_J-E9x JOHNSEN COUNTY 712327-0 TRAFFIC SIGNAGE QUANTITIES (M1Yl NN03 ( s�rcrs SUMMARY OF TYPE A SIGNS 190 w MODIFIED POST ID MUTCD ID QUANTITY EACH SIZE INCHES SHEET ALUMINUM I SF MOSS RIDGE RD, EBR -I R2-1 1 24 x 30 5.00 WBR-1 R2-1 1- 24x30 _ 5.00 WBR-2 SPECIAL SPECIAL i i 36x30 36x18 _' 1 750 4.50 EBR -2 W3-3 i 3DX30 6.25 WBR-3 SPECIAL SPECIAL (:... 1 36x307.50 36x18 4.50 VIER4 _. R2-1 1 24x30 - Sm I HfGHWAYI SBLA R4-7 OM1 -2 1 i 24x30 1SX18 2,25 NBL-i R4-7. 1 24x30 5.00 OM1 -2 1 _ 18 x 18t NBR- W6-2 1 38x36 SBL -.-- .-... R4-7 1 24 x 30OMI-2 -2 1 18x18NBR-2 W4 -2R_-...._ I 36x36NBR-4 W6-3 1 36x36 -3 W6 -i 1 __ 36x 36SBR-4_ -SBR -.... W3-5 I 36x36TOTALS I 19 �I--1IVL-1-IHI Ii�I`{Y Oeder RaP:d9,W we C'Y IA @e More5l0. BI,NaHellery, Irm. P934 NaNpate Gt1q bwa Clp', (Owe S. LRPVN BY - OP PROJEti NUXBER I'.ScrT T[i nx nr c c IORDA IL.B nVOR N.• Cn¢e90 IL (ate)SIMONSI F-(3191 SA -6a21 CHEExez BY nBTE Be_J-E9x JOHNSEN COUNTY 712327-0 TRAFFIC SIGNAGE QUANTITIES (M1Yl NN03 ( s�rcrs TRAFFIC SIGNALIZATION QUANTITIES rJ GJ r t C + "1 CONTROLLER &EQUIPMENT r... Io -- _ �� r RRARROR�� LOCATION CONTROLLER moss O( 6TATION OFFSET PHASES TTPE FUNCTION REMARKS \llif \.\l1 89+3489 9360L B CAMPUS SRI DICE RCS NOT.. 1. LOMROLLBR BA6E RI9ER TO BE CIXv1MERGIALLV `-. ' AVAILABLE RLUMINUM 24° RISER OR SIMILAR DIMENSIONS � 3.5L -- 23 'I 3.5I 8.4 12-8.4 m t 4 61 20.8 - 3C ----.. 6 .... 3 2. L9' Rodius, 0.8' Border, 0.5' Indent, Black on White; 9" Radius, 0.8" Border, 0.5" Indent, Black on White; [PEARSON] D 2K; [MOSS] D 2K; I RIDGE RD] D 2K; [CAMPUS] D 2K; n I1R4Vn HV• C0 OaiE' 06-I]-2111 PROJEti NJnR Nd SHEETS s �"[RY Cedar �qm. lA•Iwea cly, L4°Deo Moe�N A. 6wsFmnaiy,lm 2632 Nonnpale oma Maa Olry. bee 522`6 _._ COHNSUN COUNTY 11232)-1 TRAFFIC SIGNALIZATION QUANTITIES ND4 n it:cie6a+tupiXeeEiHa Mol IL. Sobers r, L.Glilnpa.L (3181 35,1-3040 . Fez (3wi 364-6921 EHEExEn av 9AiE O6 -'1 -mu TRAFFIC SIGNALIZATION LUMP SUM ITEM QUANTITIES Item Unit Quantity Az Budt Quanxity Cabinet &Contmlleq 8 -phase w(accessories L6 1 LOMtoller and Cabinet Cabinet Modifications (HWY1(N9rchgate Or intenection) L5 1 Vehicle Signal Head - R,V,G w( hackplate, mat mounted 1. EA ] Vehl le6gnal Head-R,V,G w)backplatq side -of -pole mounted EA 3 Traffic Signal Heads 'Vehicle Signal Head -eR,<Y,<G w)backpiate, mastarm mourned EA 3 Vehicle Signal Head-<R,H,<FY,<G w( backplffie, mastarm mounted EA 1 Veh¢IeSgnal Head -R,Y,G,Y>,G>w(6.QP Fq 1 Oetee[ipn iterls Vantage Vector Video(Rader Detection System _ LS 1 Power Supply Elec[nca6ervire EA 1 Handhole -TYPE 2 EA 4.... _ Handholes Handhole-TYPES i. EA i Signal Cable -14 JC LF 1,842 Signal Cable -144C LF 1,947 Signal Cable -142L LF 694 Wire and C Cable Tracer Wire - SO 1C LF 1,443 (Include q Mt s 1,146 Lummmre Wire -83C LF within signal poles, - - mastarms,orhandhole Power Cable -61C LF 44 slack) Ground Wire -63C LF 613 Fiber Optic able -126inglejl2 Mulpmode LF 915 Video)Radar LF 1,5]4 PR Camera II LF 160 2"HOPE (SDR SSI Trenched LF 392 2"PVC ISCH SDjTrenched - LF 18 I Conduit 3"PVC IS(H 80) Trenched LF 81 _ 4" PVC {fiCH 80) Pushed LF 1. 336 Pole Footing -35'dia %150"depth EA 2.... Pale Foot ng-3'dia.X13'0"earth EA 1 Concrete Footings -- - PoleFeeling -3'dia.X Y3'D"depth EA 1 Cabinet Fting w/ aluminum riser EA 1 Co b ago Signal Pole)Lummaire Arm galvan zed steel w)40 mastarm � EA i Traffic Signal Poles Combination Signal Pole(Luminaire Arm- ' galvamzetl steel w/55'mas[arm EA L... Combination Signal PolejLuminaire Arm - gal d tee! wj ]0'mast arm EA 2 LED Luminaires FA 4 Mist, Colo P /F ltjt Om Observed nLamera System ITS 1 Traffic 6g R3 -SL EA 3 Signs 'I I rrEMP STATION OFFSET BASES & PULLBOXES BASES DEPTH OW. TOP OF NOTES TYPE (FT) (ED FOOTING Ct 85x34.89 14 ]L 21' PVC 149C WIRE QUANTITIES 142C 101C Distance SSC Trenched Pushed Trenched 61C 126M 112 MM F.0. Control VIDEO PTZ CAM From To Distance Slack No. Total No. Total No. Total No. Total No. Total No. Total No. - Total No. total Np. Total - Pole Control 18.00 25.50 HH2 B2 8.00 3 8 696W HHS 86+5300 HH2 HITS 94.00 ' 43.30 HH3 -. 83 LOMr91 HHS 23.00 62.00 5 42500 ] 395.00 4 36000 2 SJO.o9 4 340.00 2 SJ000 1 BB.00 5 42500 1 85.00 HHl BI 11.00 14.00 I.. 2 -16.00 2 19].00 EX MH 29800 1 2500 1 80.00 1 25.00 2 130.00 1 )5.00 HHl HH2 12J.o0 16.00 2 286.00 3 429.00 1 -163 00 1 143.00 2 286.00 1 143.00 3 429.00 HH2 B2 8.00 6.00 1 14.00 2 1 14.00 Trofgc Sign 031 IPr vded by Giyl 69.00 1 Traffic5lgn Special !see ngn Wble, shee[N OS I- gp 3 1 64.00 _. HH2 HN3 94.00 8.00 1 102.00 1 102.00 'I I rrEMP STATION OFFSET BASES & PULLBOXES BASES DEPTH OW. TOP OF NOTES TYPE (FT) (ED FOOTING Ct 85x34.89 14 ]L 21' PVC 149C WIRE QUANTITIES 142C 101C Distance SSC Trenched Pushed Trenched 61C 126M 112 MM F.0. Control VIDEO PTZ CAM From To Distance Slack No. Total No. Total No. Total No. Total No. Total No. Total No. - Total No. total Np. Total - Pole Control 18.00 25.50 HH2 B2 8.00 3 8 696W HHS 86+5300 HH2 HITS 94.00 ' 43.30 HH3 -. 83 LOMr91 HHS 23.00 62.00 5 42500 ] 395.00 4 36000 2 SJO.o9 4 340.00 2 SJ000 1 BB.00 5 42500 1 85.00 HHl BI 11.00 14.00 I.. 2 -16.00 2 19].00 EX MH 29800 1 2500 1 80.00 1 25.00 2 130.00 1 )5.00 HHl HH2 12J.o0 16.00 2 286.00 3 429.00 1 -163 00 1 143.00 2 286.00 1 143.00 3 429.00 HH2 B2 8.00 6.00 1 14.00 2 88.00 1 14.00 1 69.00 1 1400 1 64.00 _. HH2 HN3 94.00 8.00 1 102.00 1 102.00 S 102.00 1 l 102.00 1 102.00 2 204.00 NH3 83 J.00 6.00 1 103.00 1 169.00 1 13.00 S 66.00 1 13.00 2 126.00 I. HHS NH4 115.00 16.00 1 186.00 2 262.00 1 151.00 1 131.00 1 131.00 1 13100 1 131.00 I HH4 64 li 9.00 6.00 1 90.00 2 So5.00 I 1 15.00 1 ]D.OD 1 13.00 1 63.00 °- - HH1 HHS 29400 62.00 356.00 1 356.00 HHS Ex MH 298.00 54.00 ' 1 352.110 1 35200 Ex MH Ex Control fi0.00 6L00 1 12200 1 122.00 ' TOTALS 1,342.00 1,94].00 694.00 1,443.00 1,146.00 656.30 913.00 1,5]4.00 16000 'I I rrEMP STATION OFFSET BASES & PULLBOXES BASES DEPTH OW. TOP OF NOTES TYPE (FT) (ED FOOTING Ct 85x34.89 CONDUIT QUANTITIES 4 PVC 3" EVE 21' PVC 2" HERE From To Distance Pushed Trenched Pushed Trenched Puzhed Trenched Pushed Trenched Poie Control 18.00 699 t5 I 18 E Control Ii DHHS 23.00 8055 L 46 16 8 fi9040 HHl 31 11.00 Il HH2 69r83.]2 55.3TR HHS HN2 121.00 12] SB T8' R - HH2 B2 8.00 3 8 696W HHS 86+5300 HH2 HITS 94.00 ' 94 HH3 -. 83 ].00 ' ] -....... '. HHl NH4 115.00 115 HH4 84 9.00 9 HHS HHS 294.00 - 294 HHS EX MH 29800 I 298 TOTALS 336 - 81 - 18 59{ - 'I I rrEMP STATION OFFSET BASES & PULLBOXES BASES DEPTH OW. TOP OF NOTES TYPE (FT) (ED FOOTING Ct 85x34.89 9500L 6a9.40 61 8&*53.58 8935 L I E t5 35 689.60 82 13 3 699 t5 83 9016985 54A5'R E 15 3S 69269 E4 9Mfi422 8055 L C 16 8 fi9040 HNt 69M362 J2 J3'L 3 69010 HH2 69r83.]2 55.3TR 2 I 80980 NH3 90+82.11 SB T8' R 2 892.85 HH4 96+5` t5 Bt 38'L 3 696W HHS 86+5300 et ]8'L 2 . 687 AS 3 0 IF 0 _. '_CTL�IN FEET ~ TOO NOATE DR SIGNAL CONTROLLER. SEE SHEET N.06II- FOR LOCATION 1 — HWY g UTHBOUND'_'s -uG CONTROLLER STA: 89+34.89C1 OS: 95.00'L-----R HH L--BASe4 — — STA: 90+64.22 OS: 89.55'L �1! r' i J v .'-BASE1- STA 89+53:58 T _ _.. —T k I v w„ 90+00 cNo ---- - -- - ` -- c� - _ - - - 89+00 -x - f+ < y t HWY 1 NoRTHBO rl`P � -- �— zz -- a • L SEQUENCE CHART ^"^ t -v -- PHAS G 0 _M HNn t AND MOSS RIDGE)CISH �,�g�� CD f ROAD ♦� MOSS RIDGE RD ''.. Moss Ridge Rd. 'ME sICNAL HEAD 01 •, ez ID3 SPECIAL SPECIAL 0] 09 ---~ Z-11\ GYfi- i RRR HRR- RRR- RRR- _ RR2 RRR- R SPECIAL RRR- GYR--------� RRft- 3RR- RRR- RRR RRR- R I („\ A A RRR-•. RR0.- GYR I RRR. RRR- RRR. RRR- R RRR- RRR- --- RRR. GYR- RRR- _.._ _ RRR--- RRR- R Gt RRR- RRR- I RRR RRR GYR- RHR- RRR- R /6�t I), RRR---i----RRR- RRR- j 3RR- GTR GYR- RRR- 3 RRR- RRR- Y`R- RIR RRR- G-4 RR@- 3 /.vT l� /o2T A G) RRR-RRR- RRR- RRR RRR- RRR- GYR- R 1 I --•-EDESTRIAN PHASE DIRECTION OF )RAVEL j- PROTEUED , - PERMITTED — HH 2 STA: 89+63.72 z OS, 55.37'R B7 TRAFFIC SIGNAL FACES �R I ,r �L2, 1r ,z iP 12 ffi /-G v I G p I G AA T S 61 'I -. 52 AA 6d AA '.ENS AND ARROWS TO BE LED. HH 3 or STA 90+62.11 ,OS 5678_E2 - - _a .HH3 BASE 2 STA: 89+72.44 OS: 57.76'R SIGN TABULATION MO PGCE -TN HH 4 TA 90+58.15 — 62 0 r� I J d _— 92+00 �- 91+00 HWY 1 NORTHBOUND o low__ BASE 3 STA: 90+69.85 O6 54,46' Z --- 1 NOTE: SIGNS'EAND'F' WILL BE PROVIDED BY THE CITY. SEE SHEET N.04 FOR CONSTRUCTION DETAILS ON SIGN C AND SIGN D SH IV�� kY l I QPM& IA ` Ivm Ci y, IA • Dea MQtr A ShW KII wt', II N9 PbRll{pW DMe, VM Gift', — 52-5 DRPVN BY Dti BATE OS-1)-2NIG ROJE[i 4J.YBER SET )OTIC MOIL¢.. a.&OOntryrc�2 IL. Cn M111 f IMW asa-soap•Eu latri ssa-sen i - JUHNSON CDUNT'! 492321-1 TRAFFIC SIGNAL PLAN N05 SREETS ri 6 }IEp(EB BY= RJw pni<. - 7-2)14 CONTROL SIGNS �,�g�� CD f -eIT,VFN YIELD pEARggv cAMvus MOSS RIDGE RD ''.. Moss Ridge Rd. Dodge St. Fln9XIND e® w SPECIAL SPECIAL ONLY 30 X 18' 30' X 18' D3-1 D3.1 SPECIAL R3 -5L 24" X 30' 30" X 36" NOTE: SIGNS'EAND'F' WILL BE PROVIDED BY THE CITY. SEE SHEET N.04 FOR CONSTRUCTION DETAILS ON SIGN C AND SIGN D SH IV�� kY l I QPM& IA ` Ivm Ci y, IA • Dea MQtr A ShW KII wt', II N9 PbRll{pW DMe, VM Gift', — 52-5 DRPVN BY Dti BATE OS-1)-2NIG ROJE[i 4J.YBER SET )OTIC MOIL¢.. a.&OOntryrc�2 IL. Cn M111 f IMW asa-soap•Eu latri ssa-sen i - JUHNSON CDUNT'! 492321-1 TRAFFIC SIGNAL PLAN N05 SREETS ri 6 }IEp(EB BY= RJw pni<. - 7-2)14 2 - 294' HDPE. 2", TRENCHED ONE CONDUIT FOR FUTURE USE ti 1 12SM 1 12MM F.O. 2-298'HDPE.2"TRENCHED �� \ 1NO101CTR ONE CONDUIT FOR FUTURE \ 1 12SM / 12MM F.0- 1 NO101CTR CONNECT TO EXISTING TRAFFIC HANDHOLE (EXMH) CONNECT FIBER OPTIC INTERCONNECTION TO EXISTING CONTROLLER m ,a HH 5 TA: 86;53.00 -OS: 61178' L - —• ;tea- _ SEE SHEET N.07 FOR INTERSECTION WIRING DETAILS K$f ay.r 1.1171 SI••IIVMKA7-rEgti` E>9`{AY{tla lA,p QB yA:A M.i A 6M1i9Ye.4 896 hwft� kebKd cfty. �<`+ �R4N BY O OniE pR_i_gy RUJE[i NUM3ER 0. w.cxli ha L'ro�m `axaan �E pmF aso-swa•ra%rnw ssasazi _ _ JOHNSON COUNTY 172327-1 CABLING PLAN N.O6 a I NO. 14 7C SIG , (HEAD 1-1; FOR FUTURE 4 -SECTION HEAD) 1 NO, 14 7C SIG \� pU 1 NO. 14 4C SIG (FOR FUTURE EQUIPMEN�TiO. O. 14 4C PED 4V. "10. 8 1C LUM - t"",.NO. 101C TR �, o NO. 61C GR ! O p 2 VIDEO 2 - 23' PVC 3" TRENCHED 1 TZ CAM 1� 5 NO. 14 7C SIG p 4 NO, SIG G ` li �I (FOR FUTURE EQUIPMENT) 4 NO. 144 4CC PED f (FOR FUTURE EQUIPMENT) 4 NO, 14 2C PB 70 4 NO. 8 1C LUM1 I y —'� 10 IC TR B4 61C GR ' \ ' I( I I DH492 PE 2" TRENCHED C11 I \ ONE CONDUIT FOR FUTURE USE 1 12SM / 12MF.O. 1 123M / 12MM M F.O. 5 VIDEO ®� B� _ 1 NO 10 1 C TR 1 PTZ CAM �� 1 r _ 18' PVC 2" TRENCHED 1 NO 6 1C PWR 1' •{ HH115'PVC4" 47CSI I ,.a---- � -- --- -- " _ �� 1 NO 14 7C SIG 1 , 1 N0. 144C SIG 12�SHED �_-----�— 2 NO. 14, 7C SICr - 5 +, sz 1 NO. 14 4C PED (FO FUTURE EQUIPMENT) — 2 NO. 14 4C SIG 1 NO. 14 2C PB (FOR FUTURE EQUIPMENT) =-- i NO. 81C LUM _ (FQR..FUTURE EQUIPMENT) 1 NO. 14 4C PED �� s, 1 NO. 61C GR I �---- -- "" (FOR FUTURE EQUIPMENT) 1 NO. 14 2C PB 1 li Q -. --------_ -- 2 NO. 8 1C LUM , 1 VIDEO + 1 NO. 101C TR I a-` 1 NO. 61C GR -- Hwy 1 SOUTHBOUNDDE SOUTHBOUND--- s, f s _--G 4 - 90+00 I N _ 52 — — —1— 211 , ----- I zz HWy 1 NORTHBOUND ( _ 2? C�] 2.02" --�_� 1. � 7 42 1 WIRING DIAGRAM (HEADS 51 & 52; FOR FUTURE 4 SECTION HEADS) 1 NO, 14 7C SIG 1 NO. 144C SIG 1 NO. 81C LUM 1 NO. 10 1C TR 1 NO. 61C GR 2 VIDEO 9' PVC 3", TRENCHED 1 NO. 14 4C SIG 1 NO. 14 4C PED (FOR FUTURE EQUIPMENT) 1 NO. 8 1C LUM 1 NO. 10 1C TR 1 NO. 61CGR 1 VIDEO 62 5- 91+00 - 9100 HWY1 HWY 9 NORTHBOUND uo I,— (70 660 _ -T-0 o 92+00 r_ 83 "�- T Pvr. 3"..TRENCHFD HH3 1 NO. 14 7C SIG (HEADS 51 & 52; FOR FUTURE 4 -SECTION HEADS) 1 NO. 14 4C SIG 1 NO. 8 1C LUM 1 NO. 10 1C TR 1 NO. 6 I GR 2VIDEO CABLING GUIDE NO. 14 7C SIG - 4 & 5 SECTION TRAFFIC SIGNAL HEAD NO. 14 4C SIG - 3 SECTION TRAFFIC SIGNAL HEAD NO. 14 4C PED - PEDESTRIAN SIGNAL HEAD NO. 14 2C PB - PEDESTRIAN PUSHBUTTON NO. 10 1 C TR - TRACER CABLE s NO, 6 1C LUM -LUMINAIRE NO. 6 1C GR -BONDED GROUND 8' PVC 3" TRENCHED NO, 6 1C PWR - POWER CABLE 1 NO. 14 7C SIG VIDEO - VIDEO TRAFFIC DETECTION 1 NO. 14 4C SIG (FOR FUTURE EQUIPMENT) 1 NO. 14 4C PED 1 NO. BIC LUM 1 NO. 10 IC TR 1 NO. 61C GR 1 VIDEO WIRING DIAGRAM (HEADS 51 & 52; FOR FUTURE 4 SECTION HEADS) 1 NO, 14 7C SIG 1 NO. 144C SIG 1 NO. 81C LUM 1 NO. 10 1C TR 1 NO. 61C GR 2 VIDEO 9' PVC 3", TRENCHED 1 NO. 14 4C SIG 1 NO. 14 4C PED (FOR FUTURE EQUIPMENT) 1 NO. 8 1C LUM 1 NO. 10 1C TR 1 NO. 61CGR 1 VIDEO 62 5- 91+00 - 9100 HWY1 HWY 9 NORTHBOUND uo I,— (70 660 _ -T-0 o 92+00 r_ 83 "�- T Pvr. 3"..TRENCHFD HH3 1 NO. 14 7C SIG (HEADS 51 & 52; FOR FUTURE 4 -SECTION HEADS) 1 NO. 14 4C SIG 1 NO. 8 1C LUM 1 NO. 10 1C TR 1 NO. 6 I GR 2VIDEO CABLING GUIDE NO. 14 7C SIG - 4 & 5 SECTION TRAFFIC SIGNAL HEAD NO. 14 4C SIG - 3 SECTION TRAFFIC SIGNAL HEAD NO. 14 4C PED - PEDESTRIAN SIGNAL HEAD NO. 14 2C PB - PEDESTRIAN PUSHBUTTON NO. 10 1 C TR - TRACER CABLE NO, 6 1C LUM -LUMINAIRE NO. 6 1C GR -BONDED GROUND NO, 6 1C PWR - POWER CABLE 12SM / 12MM F.O. - FIBER OPTIC INTERCONNECT VIDEO - VIDEO TRAFFIC DETECTION PZT CAM - OBSERVATION CAMERA SCAII IN r'cEi SHIVO"ITA? i el�Y C � IA ". Cm w M FIG � NAgp Qh4 � C g Imre 62285 ` DAMN BY GV DATE 06-V-2019 '?C1i SGMDEII SHEET TC'P' �°M°b'BA'� Bim° JJHNSCN COUNTY No. sHE-is Racnlrecruae,encn IovN'eM1IL•CNraB0. IL (3tl1351aogD. Fax (3181 DD60B21 —- tt2327-i CABLING PLAN u m ..I[..tEB B'i eJW D6iE� 06-I]-2816 �i 1 BACKSIDE SIGN 'D'VF VIDE(WRADAR DETECTION CAMERA BACK BASE POLE 1 NOT TO SCALE CAMERA )R )R BASE POLE 2 NOT TO SCALE. d GRADE OR SIDEWAIH /E GRADE OR SWENIAD( ILE BASE POLE 3 BASE POLE 4 NOT TO SCALE NOT TO SCALE HEET iI1 kL SfV�Fli�RBr _ BRANNEIB JOHNSON COUNTY FBJECi M1UvaER 112327-7 i TRAFFIC SIGNALIZA770N DETAILS u N.08 sEET s II'. lBATE, 06-17-209 LHELKIYYBW MXM10.11.•RMNpI4E A-•Clk9Q.1. L • A IIC XIiFCiVRErENaINEE 0.IN0 Conduit #5 Ties Y' GU,jCC, Wre Duct Ground Rod Clamp Oars IFOCnd Rod 3" Clearance _._ #5 Ties TTYP ) ' V Oars l O7 Shape top 11 inches with fors. 0 Install rodent guard. Tie Spacinn: IS" Clearance Spaces max. Clearance MAST ARM FOOTING DETAIL {+� NOT TO SCALE LLJ ttJ ^ J. FROM SODAS STANDARD 8010.102 FILL SL CABLr Hnnxv (a) f EXTEND 8' GRANULAR SASE 6' BEYOND WALLS OF HANDHOLE. PUii SLOT COVER �-STAINLESS STEEL HEX HEAD BOLT L To CO�TR HANDHOLE DIMENSION TABLE (NOMINAL) FOOTING DIMENSIONS TABLE WIDTH DEPTH 6M (D) 1 36" Max Mast iTMPE Arm LM,. -Il 2 48" CO n1l Size O I I A < 35 11'{P`I SDo 1 12 8 8 1 12" B J 1 36'-45' 13-0 V-0" 12 8 t— 10 ( 12" C 46'-55 18-0" 3-C" 12 8 10 12" D 56' -60 16'-0" 3'-0" i 12 8 110 I 8" E 6"-70' 15'-a' 3'6" 12 ID 10 8 F 71'-80' 16'-0E 3'6' 12 10 10 IT MAST ARM FOOTING DETAIL {+� NOT TO SCALE LLJ ttJ ^ J. FROM SODAS STANDARD 8010.102 FILL SL CABLr Hnnxv (a) f EXTEND 8' GRANULAR SASE 6' BEYOND WALLS OF HANDHOLE. PUii SLOT COVER �-STAINLESS STEEL HEX HEAD BOLT L To CO�TR HANDHOLE DIMENSION TABLE (NOMINAL) .n,PE LENGTH (L) WIDTH DEPTH 6M (D) 1 36" 24" 30" 2 48" 39' 36" BOX PRECAST COMPOSITE HANDHOLE NOT TO SCALE FROM SODAS STANDARD 8010.103 g On r--- r----� r ---Sr — � 1 CA8hL- +,mm. SERVICE PANEL FURNISHED AND (._,' I I ) 1 CABINET I I " "—�j _ INSTALLED BY CONTRACTOR (SIDE IL I I I 1 PowFx aAp coax cAFLEs L.}—I:: ( OFCABINETTO BEDETERMINEDAT j s, C] TIME OF CONSTRUCTION.) coNour II F=LDOFVIEW c , 1 N0T6: COORDINATE N1TH MIDANERICAN :. I N'lyISTCAMUC iTE. DO NOT tz ENERGv POR EXACT REQUIREMENTS. ?a' alN{ �U '' MOTIONS bIPC,UN't • .IMINEXPAVGIONMATERV� 314"3TNII1.STEEL BANGING CABINET WIDTH ICAFINET--J GROUND ROQT --FRIP LCWS OZ. F S' LUMINAIREPRMIXt NOTES: SIGN STRUCTURE ETIGH ......� C.'E T- CM'_ENTRIES vf� SHINED TOP 11 INCHES SERVICE DETAIL- ° SPETC11,EDSYOTEMANj"1UGER `N CABINET MOUNTED CONTROLLER CABINET BASE TYPICAL CAMERA INSTALLATION NOT SCALE NOT TO SCALE FROM SODAS STANDARD 8010.101 NOT TO SCALE {� /� '1�p SHIYL-�iA i �yTOO ER —1 R,dd% IA, Irl WA, OBe MOfegN SM1M-FOXwy, ED 28M Nol pIMlPWMCl SWR 512x$ '.BRn'••N BYE IT PROJECT NIMBER SHEET TDTAL AecxlTe cTMFe.ENeIN[BaINa MOM B., aloan"ML., Cnmsa IL � ptq)3rw-swp, Fu"3sie9a wzcxEn Bn aIw nn TLS os-n-zola JOHNSON COUNTY �-- 112327-' TRAFFIC SIGNALIZATION DETAILS No. SHEErx N.09 LINE TYPE AND SYMBOLS LEGEND , SLW4 - BROKEN LANE LINE (WHITE) 4" SLW4 - SOLID LANE LINE (WHITE) 4" z DCY4 - DOUBLE CENTERLINE (YELLOW) 4" ELW4 - EDGE LINE RIGHT (WHITE) 4" DLW4 - DOTTED LINE (WHITE) 4").�"" CHW8 - CHANNELIZING LINE (WHITE) 8" CHY8 - CHANNELIZING LINE (YELLOW) 8" WBR-1 SLW2 - STOP LINE (WHITE) 2' a SPY6 - SLOPED CURB (YELLOW) 6" LDW8 - LANE DROP (WHITE) 8" Em5 MNY4 - MEDIAN NOSE (YELLOW) 4' SLW4 RTAW - RIGHT TURN ARROW (WHITE) LTAW - LEFT TURN ARROW (WHITE) } RLRW - RIGHT LANE REDUCTION ARROW (WHITE) R2-1 ONLY - ONLY WORD MARKING (WHITE) 24" x 30" CHY8 o (p to M r 134+00 132+00 0 133+ 127+00 11 - I — - 126+00 - --- - MOSS RIDGE RD. r MOSS RIDGE RD. - 12' 1l�' 12' _ DCY4 EBR -1 7LIMITPE R2-1 o e p o� s Q Pl'' cemE t&dda.IA•Iowa Cfly.IA•Cee mm�ee.w errs-roa«r. nc 2eas r+«wmv a*e.laa crce Iowa mazes BReVM EY: aPF HATE °6-"-p'* JOHNSfiN COUNTY FftOhCT hUNBER 112327-1 STRIPING AND SIGNAGE PLAN SHEET iBTPL "°' s"EETs N'10 ARCXIi ECEURE�eNNIN!l0.INa llA IL. Bb.". IL. C114'9(p. IL lBWi 859-3010•Fex )35C�BB'LI CHECNE➢3W BATF O6 -IT -2071 3 M SCALE iN FEE' SHIVC iGTT ,RY eeau maga w.row cM,]A. De. W A smre-Ha ..n zeas rr+hpre Dm lo..s CRY. �Ws Iaaw e.. o "' I1-3014 aDE rNunaEa 1 SHEET Tara. necer-ec ervoiNeevins M.-11=L.ab= a• Ch.g9 'E ( (l6 aesa I rax fare)sen�rev , cuE.aE-. aw . aaTE: eG-n-zaw JOHNSON COUNTY 112327-1 STRIPING AND SIGNAGE PIAN N No. METS 77 rir.T,.7& SPECIAL WBR-4 36" X 30" SPEED LONILYNLY]] PEARSON MO R2-1 SS 11 f - CAMPUS RIDGE RD 24" x 30" SPECIAL 36" X 18" I <LTA>W LDW8 MOSS RIDGE RD. LTAW DCY4 f i r 0 + IL SLW4 ONLW EBR -2 SLW2 Z 0, k W3-3 30" x 30" SEE SHEETS N.13 - N.18 FOR HWY I PAVEMENT MARKINGS kl/ "XII, H1.1T M DAM ...... . I TOETEATLS N C�r [A ck� JOHNSON STRIPING AND SIGNAGE PLAN N.12 .1 4, MdM IL I 8��IBel DATE• 06-17-2014 SHrV0-1 A,= K COUNTY 112327-1 L , 7EEFEI M2-1 PROTECT EXISTING All,"Briel REMOVE EXISTING PAVEMENT MARKING ONLW W6-2 REMOVE EXISTING SIGN ASSEMBLY ELW4 SPY6 B7+00 �jWAY N HBOUND I-IRUTZ11 SL W4 15 30 Ct . IA Poe W.Ct M Rh9Yat . M 2836 NSOWW pIHB, bre Cfty, WE: 11-17-2014 JOHNSON CMIN K01111 xLM3u _T WM IL D�l� IL Chwl C (30 F.. pis CHECKED BY, WE, 11 -7 -Ml TY 112327.1 STRIPING AND SIGNAGE PLAN N.13 ' wo 00 77 A, CBW 'X8' >ci 3 X All,"Briel REMOVE EXISTING PAVEMENT MARKING ONLW W6-2 REMOVE EXISTING SIGN ASSEMBLY ELW4 SPY6 B7+00 �jWAY N HBOUND I-IRUTZ11 SL W4 15 30 Ct . IA Poe W.Ct M Rh9Yat . M 2836 NSOWW pIHB, bre Cfty, WE: 11-17-2014 JOHNSON CMIN K01111 xLM3u _T WM IL D�l� IL Chwl C (30 F.. pis CHECKED BY, WE, 11 -7 -Ml TY 112327.1 STRIPING AND SIGNAGE PLAN N.13 ' I 3 FM __ELvv4 �EL I T Y C I- E 1-� F. STA 81+55 ADD ��V6R . ..... 'r. M21 ..... VE EXISTING SIGN ASSEMBLIES (2). - REINSTALL AT STA:85+15 PROTECT EXISTING' SIGN ASSEMBLY B W4 LTAW - --- ---- 611 CRT �rR fLOCATE EXISTING SLW2 ------- - SIGN ASSEMBLY, ... ..... TMIN. FROM EDGE OF -1 SHARED USE PATH- HIGP 601JND __7 8+00 J . . ........ ----- - - , ------- k------vv/\y H HIG ----------- 60UNI) ---- --- --------- RTH ----------- go-------------- wo----- -- - ------ SLVV4 woSPY6 BLW4 wo wo-------- 00------- <ELW4 00 00 CBW TX 8' 00 ------ ONLW NBR-1 W6-2 woREMOVE EXISTING a I % I IT 1; MNY4 REMOVE EXISTING SIGN ASSEMBLY PAVEMENT MARKING RIGHT LANE ENDS wl� Al YAUE 0 MET ADD W9-1 R REINSTALLED FROM STA: 81+55 DRAWN BY, 'RO�ECT SASER I 1�!ET TOT. I I OTR�ETD MOTAN, IL I Wwme,RM L I ChlBB9R tL BAD 35a69kl 013 EFZY C.. R*d, 'A I I... �. R 0. W1.1 h 2834N.��11= ➢ M', , JOHNSON CIUNTY 112327-1 STRIPING AND SIGNAGE PLAN SEE SHEETS N.10 - N.12 FOR MOSS RIDGE ROAD PAVEMENT MARKINGS. SEE SHEET N.05 FOR MAST ARM SIGNING. MOVE AND REINSTALL ISTING SIGN ASSEMBLY _REINSTALL SEESHEETNT16TA-97+00 J i�L .1 ELW4 _ r REMOVE EXISTING — - - -�� SIGN ASSEMBLY - - - REINSTALL R2-1 AT STA: 100+00 BLW4 � � = - � i SEE SHEET N.17 MNY4 HIGHWAY TH AY i --- 1 T - 90+00 II cN n z 89+00----------- c + REMOVE EXISTING +�+ DELINEATOR 88+00 o �- MNY4 + a � - -i - SLW4 LTAW ELW4 ONLW LTAW L� n NBL-1 R4-7 24" x 30" 4" OM1-2 18" x 18" SBL 1 C) - SPY6 -R4=7 24" x 30" + c=' oP SLW2 W4 -2R REMOVE EXISTING SIGN ASSEMBLY ELW4 /> </ BLW4 (TYP) HIGHWAY 1 NORTHBOUND ELW4 CHW8 REMOVE EXISTING PAVEMENT MARKING R2-1, R5-1 REMOVE EXISTING SIGN ASSEMBLY LTAW REINSTALL R2-1 AT STA: 101+70 SEE SHEET N.17 OM1 -2 REMOVE EXISTING 18" x 18" 44� PAVEMENT MARKING "ALE IN FEET DRA4N HTS rnF ➢Pi6 PFpJER NUNHER SHEET TOTBE CJI••IIVC�—!f#`�"'�"j_—"}Z�/ cagier rmpme, �p.lmm clay, w. oea niataau sill a-wRmy, roc. aeHa wummre ome lwe cmr, lm,e szee os :i-m,a JOHNSON COUNTY 172327-1 STRIPING AND SIGNAGE PLAN El SHEETS ARG N,1¢ETURE�FNGIry E[EiNG MdlR IE, BbmYplv4[�CMCUHG.R IHI9I HH43010�FGx NJ6)B:M��21 CNECKEO HYD Nrr DATES 06 -IT -20,4 N.1G N� F-0 ELW4 /> </ BLW4 (TYP) HIGHWAY 1 NORTHBOUND ELW4 CHW8 REMOVE EXISTING PAVEMENT MARKING R2-1, R5-1 REMOVE EXISTING SIGN ASSEMBLY LTAW REINSTALL R2-1 AT STA: 101+70 SEE SHEET N.17 OM1 -2 REMOVE EXISTING 18" x 18" 44� PAVEMENT MARKING "ALE IN FEET DRA4N HTS rnF ➢Pi6 PFpJER NUNHER SHEET TOTBE CJI••IIVC�—!f#`�"'�"j_—"}Z�/ cagier rmpme, �p.lmm clay, w. oea niataau sill a-wRmy, roc. aeHa wummre ome lwe cmr, lm,e szee os :i-m,a JOHNSON COUNTY 172327-1 STRIPING AND SIGNAGE PLAN El SHEETS ARG N,1¢ETURE�FNGIry E[EiNG MdlR IE, BbmYplv4[�CMCUHG.R IHI9I HH43010�FGx NJ6)B:M��21 CNECKEO HYD Nrr DATES 06 -IT -20,4 N.1G IOWA CITY - -- D2-1 RELOCA EXISTING R4-7, OM -2 SIGN AS BLY REMOVE EXISTING 0 ONLW SIGN ASSEMBLY BLW4 MNY4 ELW4 Fv OD Lo CID I N HIGHWAY 1 ZNT + + c\j SOUTHBOUND- .. ........... .... 92+00 ro 0 + + 93+00 94+00 IN) 95+00 HIGHWAY I 100LTAW - - - - N NORTHBOUND SBL -2 R4-7 H SPY6 24" x 30" CHY8 Lu W4 -2R 1! CYN � REMOVE EXISTING RLRW<W>4 — t SIGN ASSEMBLY Lf <ELW4 NB I R-2 RIGHT 15 LANESCALE IN 'T ENDS OMI -2 18" x 18" W9 -1R W6-2 36" x 36" 36" x 36" ERPMN CUF �DDTILI Now" 112327-1 SHEET iGTAL 5HNq---FIA7Tr--44Y �u �p. cn, 1. n-17-2014 JOHNSON �--UNJTY STRIPING AND SIGNAGE PLAN SHEETS I I � T 17 1 � T D N c I I R I K ll� IL•IED,.mh,� IL Chl L F.. (M) �f4DM 1 1 06-17-?1�1 k 1 7 I �D E`P EN, DATE WA CITY l D2-1 RELOCATE EXISTING ENGINE SIGN ASSEMBLY BR R4-7, OM -2 ORDINNANAN CE r REMOVE EXISTING /� GNPORCE ONLW I SIGN ASSEMBLY / \ <PY6> MNY4 BLW4 > Y LO 0 �t I co + + 0 00 HIGHWAY 9 r20' ELW4 FILE 2014 JUL -3 PP t,. 04 CITY CLERK IC"`;; CITY. sOUrHtSVUIVU -- __ — _ 92+00 --N - ! 93+00 / 94+00 HIGHWAY? "+00 00 _IL—� NORTHBOUND LTAW SBL -2 CHW8 SPY6 RLR1M R4-7 24" x 30" CHY8 W4 -2R REMOVE EXISTING SIGN ASSEMBLY j ,\ NBR-2 � BLW4 ELW4 / ADD NBR-3 1 Al 0 ADD 4.�T 9CKE W f£Ell Al ADD OM1 -2 18" x 18" 36"6" x x 36 36" W6-2 36" x 36" SFEETI].L SH[V/EFI.HTTrryY cmr aMdw.IwcWIw z3a nminremclry, IwBz26 IRAN smseaery LPTE -- JOHNSON' COUNTY RJECT NJMHER 112327-1 STRIPING AND SIGNAGE PLAN NJSHET$ N. „p. e. - , r - Mdro, IL Blcomm9Nry L ClYcege, IL {Ic 19) n4 , • F- MID) 5 69Y CHE[KE➢ HY HPTP S6d]-201< M:lzm W3-3 REINSTALLED FROM STA: 88+38L W6-1 REMOVE EXISTING SIGN ASSEMBLY W14-3 REMOVE EXISTING SIGN ASSEMBLY ELW4 -HIGHWAUTHB�OUND 20' �(P) 95+00 N 96+00 97+00 h 98+00 99+00 — HIGHWAY I NORTHBOUND or CHY8 <W>4 <RLRW DI -2A NBR-3 ELW4 REMOVE EXISTING SIGN ASSEMBLY REINSTALL AT STA: 103+00 SEE SHEET N.17 - ' ■ 0 15 w RICE IN DEET W4 -2R 36" x 36" SHVCC6 THEFT NO �E. N/r--FIATTECZY m, cly, c- --Owy. m mu cw,. 7 7-7- LATL JOHNSEN COUNTY 112327-1 STRIPING AND SIGNAGE PLAN NJ IL - B� IL• Ch� IL cm) �� , F.A (30 3� J—CHI�,� I 3 a U U 5 I 99+00 SBR -2 SPEED; LIMIT 45 R2-1 REINSTALLED FROM STA:90+60L N4 o HIGHWAY 1 SOUTHBOUND 100+00 I i ' STA: 100+12 C HY8 W14-3 REMOVE EXISTING SIGH REINSTALL AT STA:105. NBR4 /� It ADD W6-3 / 36" x 36" 0 1Z 10 SCAtE IX EEE• 101+00 ASSEMBLY. / 0 DCY4 102+00 HIGHWAY 1 NORTHBOUND M1-5 6ELW4 REMOVE EXISTING SIGN ASSEMBLY / REINSTALL AT STA:106+00 J F" IL E 0 2014 JUL -3 P1I 4' C4 CITY CLER!", 3t, CIiY,i�**:`', I0 103+00 NBR-5 i NBR-6 FLPE O rMOVern"nl D1 -2a R2-1 REINSTALLED FROM REINSTALLED FROM STA: 96+38R STA: 89+70R Cetlm B pll IA • Mft Cft A • Om Motor M C4PMM BY. CS MTF FiCJECT kJN9ER ++u aneu a l SI-.IIV[-I-I,(y+-j'I•C�2Y � r snrvaHenery c nn�reo lows ah.l�e sxzas-6-�x-Es�< JNHNSNN CDDNTY 712327-7 STRIPING AND SIGNAGE PLAN N.97 ' FILED 2614 JUL -3 Phi 4: C` SBR -3 I I SBR-4CLERK CITY TY, l 50VIA CITY.0`1..`.`� SPEED) LIMIT< I � 45� W6-1 ( W3-5 36" x 36" 36" X 36" HET - HIGHWAY 1 SOUTHBOUND 103+00 104+00 HIGHWAY ? NORTHBOUND 105+00 106+00 SLI W14-3 REINSTALL FROM STA: 100+12 NBR-7 NORTH] M1-5 REINSTALLED FROM STA: 102+66 111+00 R16-56, R16 3 REMOVE EXISTING SIGN ASSEMBLY REINSTALL AT STA: 111+00 [NIUL S70 FINE SPLUS COS SD FOR DISPOSALUS OF LITTER ON HIGHWAY R16 -5B, R16-3 REINSTALLED FROM STA: 106+56 SHIVG-HATTCRY II o Mm IA I snn�e-N.�y, in: aesa wil,.e omab GR4 I.. sins �avn en oav "n;s� os. n-_nin 1111s TNlllER ( STRIPING AND SIGNAGE PLAN N°' n ` I I3 I'm csm JOHNSON f,OUNTY 112327-0 N.18 W6-1 36" x 36" 1 103+00 104+00 HIGHWAY 1 ELW4 W14-3 EXISTING N SIGEMBLY DCY4 SBR -4 �a o ansa.NEnay, nc Baa rwYnn�m afv�lore cly. wca szzas IRAVu 8" WV 7 ➢ATE os-n-zme PRBJCLi NUNUER CpHNSpN COUNTY -- 112327-1 STRIPING AND SIGNAGE PLAN SKEi r°' TpiAL SHEETS I.0.CHIiECEUAE•INGIHIERING �1N. IL•BIIXMNi9 IL•CIY ,IL �3N%331-'m4U• F8R 18191 SIWiM CMECKEO ", [[SPEEDMIT5 r7, -a r "} W3 -ala r,> - x 36" 49� -. $CFIE IN fEEi I OVE EXISTING NBR-7 S16 SSEMBLY NORTH REI NST AT STA: 111 +00 NBR-8 U WFUL $70 FINE TOP PLUS COSTS STOPPED FOR DISPOSAI M1-5 OF LITTER REINSTALLED FROM SCHOOL BUS GHWAN STA: 102+86 R16-56, R16-3 REINSTALLED FROM STA: 106+56 ' 5�"IIVCF "I' y,tL—[.ems✓, Cedar pnq�. w•wvre otp-A•oea eawe�w ansa.NEnay, nc Baa rwYnn�m afv�lore cly. wca szzas IRAVu 8" WV 7 ➢ATE os-n-zme PRBJCLi NUNUER CpHNSpN COUNTY -- 112327-1 STRIPING AND SIGNAGE PLAN SKEi r°' TpiAL SHEETS I.0.CHIiECEUAE•INGIHIERING �1N. IL•BIIXMNi9 IL•CIY ,IL �3N%331-'m4U• F8R 18191 SIWiM CMECKEO ", MTE� 06-1]-fU10 N.18 10' 17�J042-� _�..- O — — 48 v fig' S _ J i 04 BERM AND _SPILLu9 ABY DETAILS'.�i — — —'T.C.E.— M� 1 G36" MULTI\ --G K --�; I r •/�t.`r'>✓�'`" 695 ___ -- __----_� --'— , �_ ��� 09 X11 085 682.64. 00 co (c7 ° l -----',---------- i 685- 1 _ 687 -- 686 685 ' ----_--- 690 �'---- --�_ --,—_ ----------- — -- - 6 — J ` I — .695 121+00 .... _+00_ .. ... , r 124+ �o v ` 69� a — �- — — -- — --G— FO - - — - - FO-- — - \ i SITE GRADING PLAN VIEW: MOSS RIDGE ROAD Cetlar RapH4W bwe Gry,N Das bbF iW SMe-IlBryay, IIM, '2836 Naltlrypla Otho bra City,Iwa SY2A5 D"I"' BY CEM WE U6 -;7--H4 '' PROJECT rvVMBER 5rvnEi ipi AL SI"IIVCI•'IeR i«.+.�t�------- JOHNSON C1]UNTY it2?27-0 MOSS RIDGE ROAD SITE GRADING STA.121+00-125+25 -1S AFcxl'EtTu E-EnGiNE ERinG MaI1re, IL, ObsmuplOry L•GM1kapU,L f31�38a3090•Fex (819)3548921 CNECMED 3v'D6 OATEN B6-17-2019 RDt 1 END RIP RAP- o-, Ir ATT.C.E. f NI scaC 11 vc NOTE: OUTFALL 5 � ( NEW FILL BETWEEN STATION 130+00 AND 134-k50 SHALL F.E.S. IE = 670.63 r BE ALLOWED TO CONSOLIDATE FOR 3 TO 4 WEEKS _ PRIOR TO COMPLETING PAVINGSETTLEMENT f I OUTFALL 4 � � � i r � . � PROTECT BANK WITH '' F t ' 1 'FESIE = 670.63 / < MONUMENTS SHALL BE INSTALLED AFTER THE FILL ... RIP RAP UP TO II ( )) , y r f� " - , ! PLACEMENT FOR MONITORING THE MAGNITUDE AND \ I I t t } OUTFALL 2 ELEVATION 676.0 t r 9 PROTECT BANK WITH / ti RATE OF SETTLEMENT. 24 jr /A16' _T �� 14 1 �\ REVETMENT UP TO ` F.E.S. IE = 673.51 / G"sJ ELEVATION 676.0 1 / T.C.E.--------------------'�-- J1...j� VAN' 675-- / % / i � �� � 7 _ � � 675 — --� 4Ct-- -�— --T—`'2 � 680 / �.. _ � —�--- —�—_ �— I— ------680 _--_ ----- 8o fi- - - 685-- —_ 685- — — RO.W_— - -_ --- ' Z ='e ' qi <—' �C , / ',�v'--. 1 7 —`J--.- ---- 1 y B`�,� 685 — I w � 129 O0 132+00 133+OD -6w —R9.W.-- --_—_--- — --- —----- — — --- 86 S -- E— —FO— t / I y�/�L q�S�4+•IIT�+Ey/GRADING PLAN VIEW: MOSS RIDGE ROAD T Srll V �1'4l 1 mf I CQ r 0�H W. b H C9. Mb 6l iN B NB W 9 %h 28S k IX e bWB C . b A b2&5 DRAWN BY. CEht :eiE OYI> Oli PRUJErI NUMBER SR SNEE axcxrtceixe. enoineevinMol4e.L•Biapriplon RGn4xpo, It (alsl 3sq-3og0•cex (ats)aseasa IUkEo ey. roe sarc os-n-zom TS JOHNSON COUNTY t,i2327-7 MOSS RIDGE ROAD SITE GRADING STA: 128+50133+50 R.03 ------^—^---__^------------------- / :E 133+D0 i 686 68 _ _ ---_ — - — -- -- -- �— _ — E EC UT Y POL AND GUIRE � � -�;•r- RITF GRADING PLAN VIEW: MOSS RIDGE ROAD NA r i I -.dW 2p, K11 TOTAL SHIVCHATY �RtY cemr mganw•wwe cy.w vea amus w SN461k ..Im R9d Np0pW0 WMO C�.bH 525 BRAUN 9Y' E IAiE q_I]-2 Id OJECi NUMEER 0. 70TAL A.<NIVr--ae.Excirvrl.lna Molh&IL,elmmNmiL waepa lL la�asa-aoao•Fu l3rol ssaes2l cxECNco ar: aoa oATE JOHNSON CNUNIY 112327-1 MOSS RIDGE ROAD SITE GRADING STA: 133 R04 os -.a -201d col 688 a ,D xD { SULLE IN FEET - SEE SHEET R.12 FOR NWC J - 7422 ' / SITE GRADING CONTOURS J PROTECT BANK WITH -- � REVETMENT UP TO 6 � 1 � ELEVATION 679.0 (M.06 AND U.05) PLACE 8" DEPTH MACADAM STONE -69 AT 10-FOOT WIDTH ALONG / PAVEMENT EDGE AS SHOWN. 139. — — 6g6 40 PLACE 8" DEPTH MACADAM STONE \ 0, ` r i 1 ALONG PAVEMENT EDGE AS r SHOWN.GRADE TO DRAI TOWARDN S AREA INTAKE.MA NTAIN 4-FOOT BUFFER ALONG SIDEWALK. / 471100 / — 6g0 r +X685 PROTECT BANK WITH REVETMENT UP TO�1 ELEVATION 679.0 1 (M.06 AND U.05) g000 BENTONITE DAM (MS.05) — —SAN ESMT�— __ SAN ESM�r T r 1 %// �' / � • /iii ' J� / IE 675.50 r SAN SITE GRADING PLAN VIEW: MOSS RIDGE ROAD SHIVG-F 3f? {,a c mc Al cln.A•ooxwa A $M9-H9B. ¢ 2AMI IBDI'mW.C.MY6ffi4 DRFlVNEY: CEM DATE ii- e I OJCLTMMBER SHEET TOTAL eaexirecrvxe+e neineeu"a ll l IL+ eloomuywn IL Mh mIL plel asa.$wo+FHS l$t�354-e92i wEcmED en we uATEos-n-xow JOHN$CV :,OUNTY 1123274 R.OS MOSS RIDGE ROAD SITE GRADING STA'137+50-142+00 No. NEETe 1083+00 I— - 83+00 G -- I SOLE W FEET — / –T– – –T– – – –E– – -- - ---E– rn 6d,g f ` 1 / SEE SHEET U.06/FOR / t REVETMENT/GRADING DE IE=677.6f-A 7 i r -J- BOE I - 11 1084+00 1085+00 1086+00 -- - --- -- — _-- — -- — - 87+Op b o �9 > i – –_– _ =T– —= – –TT-- – – - - ------ — : - RITC` GRADING PLAN VIEW: HIGHWAY 1 x��� pan,N B4 OEa pPTE� 06-1>-POIe PR.IECT FUNK. :FI,^-':1Tr--R cpm mqa w•peCy,w 0e aeaw 8Ne-bXe7. w aNe1eOF4bxeCa%Wn 6?A6 HNSON COUNTY 2ffi7-1 Mo1YR IL BkwmeUta4IL Glikepa IL p19) 85630A0 Fax PW1359-0911 p6TE� oe--za:n HIGHWAY i SITE GRADING PLAN STA:83+0-87+50 I D \ CD r.co _ - -� II SEE SHEET R.12 FOR NWG i m a_ I � SITE GRADING CONTOURS1p ( L co �:7-o - -- - ---- _- 12 i4- �� L -—' 1088+00 - 1090+00 - r __ — - — — _ _ cli— '� --- - - - - 1091+00 - - —2 �88+00 89+00 90+00 �o --- , - 109oo + rLij -�_ h---- I- -I - ------ - -- �- 1 t- _s;� _ L_ - LaJ •-. __ - - - - ' ... _.N -- - — — — ----- _ — flu- 92+00 . _l" — I ~_r_ —' .SFr W'i •_ _e _- i — /� — - - - _ �T T - K T _ - — — _-- — -- _--- — — — — — — iSITEGRADING PLAN VIEW: HIGHWAY 1 S-Itl�EHAF SITE —% W + bNH -y W , D hk Ri A S"-NOi . IK 2834 NJ� 011YR bxH ChY. b H 620. iRP'AN R1, i iE O6 -l]-201< N ECr IYvFR ,ry<xlre Cr JAE+f NerNEf elno bWliw.IL+BI mTF IL, CM M.. IL 1318)9509810+ Fax p191354AH21 J7HNSLIN SEEP. TOTAL wcexEn 3v: Hca nPrE: Ee-v-zaw [17UNTY -- 712ffi].1 HIGHWAY I SITE GRADING PLAN STA.87+50-91+50 e+n. S"Lrl3 R.07 C \-- -R.O.W.— — i — — \sir 604 0- 0(9 \\ co -OE- -- - - DE rte- 9E= T- - - -T- — -T- - - - - -T - 0 0 1092+00 1093+00 o•,� to HWY 1 36" SOUTH OUTFALL F.E.S. IE = 682.46 (M.08 AND U,05) R.O.W.- - FO— — — — — —FO— � r- r BA— 685 6�� - - +� - - 683 = - -684- - 686-- - - `-��-- -688 -_ \ - 4+0Q +00 --- --- g4it0• —94}00 95+00 - -= — � --- 92+00 O 93+00 -------------- — ._ _ - - - - - - - - - - rs - - - - -_ _. — - — _ — 687-68610 ---685 It - - - - - - K—. SITE GRADING PLAN VIEW: HIGHWAY 1 1—� cea� 1ma� w, cm w , oeR rte. w aae-Henax,m zaaa wm��e ole. w Cary. w.s saann ORAV N an cve unTc, MaIFd IL • BbvnYpM11L • GNcep41L P1a1359-0n21 CHECKED BYE roe OFiE JOHNSON COUNTY PROJECT NUMBER 112327-1 HIGHWAY 1 SITE GRADING PLAN STA: 9}+50-95+50 I B.(18 ,s ,c ' WAI IN FEET u� v EZ -A µ HWY 1 36" SOUTH OUTFALL F.E.S. IE = 682.46 (M.08 AND U,05) R.O.W.- - FO— — — — — —FO— � r- r BA— 685 6�� - - +� - - 683 = - -684- - 686-- - - `-��-- -688 -_ \ - 4+0Q +00 --- --- g4it0• —94}00 95+00 - -= — � --- 92+00 O 93+00 -------------- — ._ _ - - - - - - - - - - rs - - - - -_ _. — - — _ — 687-68610 ---685 It - - - - - - K—. SITE GRADING PLAN VIEW: HIGHWAY 1 1—� cea� 1ma� w, cm w , oeR rte. w aae-Henax,m zaaa wm��e ole. w Cary. w.s saann ORAV N an cve unTc, MaIFd IL • BbvnYpM11L • GNcep41L P1a1359-0n21 CHECKED BYE roe OFiE JOHNSON COUNTY PROJECT NUMBER 112327-1 HIGHWAY 1 SITE GRADING PLAN STA: 9}+50-95+50 I B.(18 zL s<A� R.O.W. R.O.W.- - .O.W.- - —Fo— — -— —FC — c�� HWY 1 36" NORTH 36" F.E.S. :;c 95+00 IS C to-- END o_ END REVETMENT AT T.C.E. TC.E� PROTECT BANK WITH 11 { REVETMENT UP TO ELEVATION 676.0 (M.07 AND U.05) HWY 1 36" NORTH OUTFALL F.E.S. IE = 673.06 o � co \ f f '676- 677m-- 679 76 677--679 =— - 680 -T- - - - 681 --682.- 1097+00 ---- -- -- - —} 1098+00 -- - -- --- \ 1099+00 -- -- i - --- I I --- - I - - i -i --- _ tF-- 96+00 97+00 98+00 99+00 —685 _ -- — - - - - 683 - ----- b - - - - Cob a \ I SITE GRADING PLAN VIEW: HIGHWAY 1 w nw, = cl . w' oes awvti... w sla e�merx m vtu Nww'. oma m w cM. ro n sazas ] DRA.n RY: c. .ATE .-�i-nlw _ --PaM — •c<x iE[iu zE.EN01NFE0.,N0 MWL`Ef'�xVQI (,`(aIkSPI IL GYA135L3ppp. FB[(319)yS}Wn --� � JDHN$NN CUL%TY SNEEi TOTAL --czeo eY mx DATE: u -,-ml 7t232J-t HIGHWAY SITE GRADING PLAN STA-95+Sp-99a5q o. sNEErs R 09 c�� HWY 1 36" NORTH 36" F.E.S. 1Ffl F. E. S. IE = 676.69 } CD 0 cam.+ SITE GRADING PLAN VIEW: HIGHWAY 1 w nw, = cl . w' oes awvti... w sla e�merx m vtu Nww'. oma m w cM. ro n sazas ] DRA.n RY: c. .ATE .-�i-nlw _ --PaM — •c<x iE[iu zE.EN01NFE0.,N0 MWL`Ef'�xVQI (,`(aIkSPI IL GYA135L3ppp. FB[(319)yS}Wn --� � JDHN$NN CUL%TY SNEEi TOTAL --czeo eY mx DATE: u -,-ml 7t232J-t HIGHWAY SITE GRADING PLAN STA-95+Sp-99a5q o. sNEErs R 09 I � T.0 E. - II I4 � I I \ 4 —R.O.W. — — — — — — — — ��0 FO 67 - — — —Fo— — — — Fo— — — — — —Fo— — — — - FO — --- — — —Fo— — — i- 1 --•- -,--x-----_ > X678-- _- - - `_` - - -- - `- _ - -OE - - -rOE r - - Q -F"0- - -�-Fo �—�E _F���0E - - rGOF - - - F� ,��o- -FO- - 1099+00 99+00 679--_-- G- G T-- 680 - - - - T- - - - - - - - -T- - - - - -T-- - - - - I - - - - -T- - -C _ - -T- - - - --- -T - 681 -- --- ------- - 682— -� -- -__683 - - 1100+00 100+00 -I-- 11 101 61919 0 - --- - _ - - -68 682, _- 681- --- -- --- 00 680 Lmw SITE GRADING PLAN VIEW: HIGHWAY 1 SHWE—}.1A�ER,F C6CgeD IA.bwCry.k 0.MAkle U SM2YBn.4c 2820 No pbD &WroCM.� 6P2L DRAWN 3Y: N DPTE f-1 V Ngyp IL � BlmmiEyml'>• � Cliwpo. L 1319) 26f2DCQ � FaR (3181354-0021 CXECKE' DY: Jna v.TE: 1102+00 1103+00 102+00 103+00 -683- 682 - - - 681- 83 - 680 - - - CC-T, T -- -- - -- - JOHNSON CUUNTY NUPBER 112327-0 HIGHWAY 1 SUE GRADING PLAN STA:99150-103+50 CML A FFFf _4 a i- 1 --•- -,--x-----_ > X678-- _- - - `_` - - -- - `- _ - -OE - - -rOE r - - Q -F"0- - -�-Fo �—�E _F���0E - - rGOF - - - F� ,��o- -FO- - 1099+00 99+00 679--_-- G- G T-- 680 - - - - T- - - - - - - - -T- - - - - -T-- - - - - I - - - - -T- - -C _ - -T- - - - --- -T - 681 -- --- ------- - 682— -� -- -__683 - - 1100+00 100+00 -I-- 11 101 61919 0 - --- - _ - - -68 682, _- 681- --- -- --- 00 680 Lmw SITE GRADING PLAN VIEW: HIGHWAY 1 SHWE—}.1A�ER,F C6CgeD IA.bwCry.k 0.MAkle U SM2YBn.4c 2820 No pbD &WroCM.� 6P2L DRAWN 3Y: N DPTE f-1 V Ngyp IL � BlmmiEyml'>• � Cliwpo. L 1319) 26f2DCQ � FaR (3181354-0021 CXECKE' DY: Jna v.TE: 1102+00 1103+00 102+00 103+00 -683- 682 - - - 681- 83 - 680 - - - CC-T, T -- -- - -- - JOHNSON CUUNTY NUPBER 112327-0 HIGHWAY 1 SUE GRADING PLAN STA:99150-103+50 5�.lH IEE7 C, -Fc- --0 — — — — — —FO— — — — — —FO— GE OEOE L —OE -- —FO- —n-F— Fo— G 0 -T- - - - - --I - - - - - --- - - - - - - - - - - - T - - - - - -T- - - - - - - - - -- - - - - - - - - - - - - - - - - - - 11 1103+00 1104+00 i — I 1105+00 1 1 1106+00 1107+00 1107+54 103+00 104+00 105+00 106+00 107+00 107+54 — — — --------- bus- 683 ----`�683 684- — — 682— ------- 680 —T -- - - - - - - - - - - - T - - - - - - - - - - - - SITE GRADING PLAN VIEW: HIGHWAY 1 SHNE-HA-MURY A I lKc I,' rcl�l ILI B� ILI Chl� (L F. (319) CHECKED RYA CDC D.El KIHNSONvao INT I 1123271HIGHWAY I SITE GRADING PLAN STA. 103+50. 107+54 SHEEI T01. nm SHEETS RAI I 'oe 10, .0e 10, R I ITF GRADING PLAN VIEW: HIGHWAY 1 CalaEMpkl§IA, b Clt%!A lEPs AMkltK I SMSWtlary. bIC. 2931 N� Dft WWW N., 9b kGWR L, Cl*s IL M�, F. D. 6,63 0,9 M. PROJECT MMHER JOHNsnN CDUNTY 11112327-1 MOSS RIDGE ROAD AND HIGHWAY I NORTHWEST CORNER SITE GRACING PLAN IN 'E'l M. PROJECT MMHER JOHNsnN CDUNTY 11112327-1 MOSS RIDGE ROAD AND HIGHWAY I NORTHWEST CORNER SITE GRACING PLAN �� IN EEE. STA: 283+48.83 BEGIN SIDEWALK s� v N: 622581.6247 n � t9'2187508.8513 NOTE: EXPANSION JOINTS TO BE PLACED AT 80' MINIMUM INTERVAL. / I / % / - i 688 - 689.74TRANSITION CROSS SLOPE TO 1.5% \ N 2239'23" E 223.32' 695 690 685 680 I CURVE DATA (Cl) A = 5017'20,28" T = 5.50' L = 10.98' R=119.00' E=0.13' v N 0'1 Lo N i U CURVE DATA (C2) A = 3010'39.72" T = 3.30' L = 6.60' R = 119.00' E = 0.05' CURVE DATA (C3) E = 9.4 A = 16019'19.20" T = 132.61' L = 263.43' 7 R = 924.72' ' E-9_46 ------------- ---686 -CL! Y.-687-- -� // .688 _ -- ------------- N 17022'02" E 96.44' S i LP STA: 287+49.96 t LP ELEV: 683.44 0D 00 PVI STA: 286+75.00 PVI STA: 287+50.00 + (D Iii PVI ELEV: 685.86 SIDEWALK PLAN VIEW: HIGHWAY 1 W o O co N 6-7 Lo co LV ++ D Cm. N w BEGIN -SIDEWALK PAVING co w > . /TSTA' 13+48.83 ELL: 9.87 a i a 00 +(D _. 695 690 685 680 I CURVE DATA (Cl) A = 5017'20,28" T = 5.50' L = 10.98' R=119.00' E=0.13' v N 0'1 Lo N i U CURVE DATA (C2) A = 3010'39.72" T = 3.30' L = 6.60' R = 119.00' E = 0.05' CURVE DATA (C3) E = 9.4 A = 16019'19.20" T = 132.61' L = 263.43' 7 R = 924.72' ' E-9_46 ------------- ---686 -CL! Y.-687-- -� // .688 _ -- ------------- N 17022'02" E 96.44' S i LP STA: 287+49.96 t LP ELEV: 683.44 0D 00 PVI STA: 286+75.00 PVI STA: 287+50.00 + (D Iii PVI ELEV: 685.86 PVI ELEV: 682.63 cC'j W AD: -0.04 AD: 0.09 w K: 20.15 K: 8.72 j 75' VC 75' VC a NUJ or ._ - INIM 7'--_ 1 WIMI W , 690 x'685 680 ti co 285+00 286+00 287+00 288co SIDEWALK PROFILE VIEW: HIGHWAY 1 00 SHINC-HATTIEMY SMa6ryp,12 2S9 WlUpgpwggC,pyS Oan4NBY: C[ pGJEC nVMBEa axc"I.eeluz..e"olneevirve Mara. IL•emak' IL, ChlxMIL ptBl soo- Ma F- (319)35 A.M eIrEE"EC BY.�G JIIyNSLN CUUftiY - 112327-1 HIGHWAY i SIDEWALKPLAN AND PROFILE STA: 283M9 -288+C9 BPiE 96 -1] --LIQ S.C1 — W N ... .. NUJ ._ - 00 00 +(D _. o .. .... NO N w- -------- - -2.20% > _ w - - I---- - -m -0.57% - _ _ _ - I W - - Q - 4.3 i.�PROPOSED GRADE - - ---- I SIDEWALK (TYP) EXISTI G GRADE ( P) _ SPECIAL BGRAD_ E P O - - REPARATIOl I PER SECTI co N_ 2511- OF - 1 t DOT -SPECIFICATIONS _ 10 6l N m W may' ti N O i- V ko M V O V a0 V O M.W COI ow (p r M CD r M.4 N co V p 00 (D 10 (D W W W M O W o aD N O0 O(6---- M to W '6 'V 00 (OD' M N M M,' V O --. L I co (D O (D (D O O O O O O O 00 O r9 80 O tD co CO (D (o tD ! co r9 . 00 (o 00 O ((DD Oj 284+00 .. (MD (Op0000 CID W , 690 x'685 680 ti co 285+00 286+00 287+00 288co SIDEWALK PROFILE VIEW: HIGHWAY 1 00 SHINC-HATTIEMY SMa6ryp,12 2S9 WlUpgpwggC,pyS Oan4NBY: C[ pGJEC nVMBEa axc"I.eeluz..e"olneevirve Mara. IL•emak' IL, ChlxMIL ptBl soo- Ma F- (319)35 A.M eIrEE"EC BY.�G JIIyNSLN CUUftiY - 112327-1 HIGHWAY i SIDEWALKPLAN AND PROFILE STA: 283M9 -288+C9 BPiE 96 -1] --LIQ S.C1 � S DEWALK S ATI )N EQUATION SOPLE IN P£Ei S 291+00.0 A=T 140+0 .07 (33.95' RT) FILE 1; CURVE DATA (C3) �cS , CURVE DATA (C5) /tea l� L -3 PM 4. CI A = 16°19'19.20"PCCSTA 29 +15.23 A = 34°34'43.80" T T=132.61' Z'' ( T=92.76' �I CLI L=263.43' y \ a L=179.85' IvV,A TY. 1009% R = 924.72' ' R = 298.00' E=9.46' r ' E=14.10' Pao COORDINATE SIDEWALK WITH LIFT STATION ACCESS DRIVE 8 0 1 SEE SHEET U.04 1 CURVE DATA (C4) A=100°11'30.68" o T=44.84' + L = 65.58' ° R = 37.50' E = 20.96' x-R.O,W- 9° V) g + °a 719g U PT STA 141+28.02a _ LOX TRAFF SIGNAL - -- — -- -—I----- 1 --._ SHEETS s---- - - A SIDEWALK PLAN VIEW: HIGHWAY 1 PVI STA: 288+75.00 PVI ELEV: 688.02 AD: -0.03 K: 25.03 75' VC PVI STA: 289+65.00 PVI ELEV: 689.20 AD: 0.03 K: 27.09 75' VC HP STA: 290+62.85 HP ELEV: 692.16 PVI STA: 290+50.00 PVI ELEV: 692.66 AD: -0.06 K: 12.35 75' VC 695 Lq M N ti N O N S W rn L It N co N c6 O + + O M } co + W W m W N () + OD CO ILLI o LLl N UNU > 00 NU NU i�U) v�W 695 695 m w .. m _ . > w _ .. •2:00 0 m 690 690 4.31°I _ _ --- --- 685 685 --_ ------- ------�-- 5'' =SLOP .. ------___ _.. . PRO" OSED GRA .E_, _' EXLS. ING GRADE jTYP)::_. ---- y ROS SIDE ALK (TYP) _...... ._ ... . __ _ _. TRA SITION _ 680 680 c O M 19 00 N 00 Lo N 00 cq co co m co c° c° c° co cQ � co co co co LICE,288+00 289+00 290+00 291+00 SIDEWALK PROFILE VIEW: HIGHWAY 1 NEI SFIIV�� IH TL�ii dgtl w W9G w °mMmeaw Bh,Iftrdy. w 203 NaM�eloutre,1.My..1. um ORAWNBY 1. AlOO6-ti-2m< J 112327-1 MI ew ,a oac lsffiias W,P mas<. __ JOHNSON COUNTY -- END SIDEWALK PROFILE GRADE CONTROL BEGIN SIDEWALK GRADE CONTROL DEFINED BY MOSS RIDGE ROAD STA: 291 +00.00 ELEV: 691.66 HIGHWAY I SIDEWALK PIAN AND PROFILE STA:288+00-291+00 '\1 - / / 1 CURVE DATAJ133) A= 16019`19.20" T = 132.61' L = 263.43' R = 924.72' E = 9.46' t1 / `9 695 690 685 A O W J-1 \\� TV / F COORDINATE SIDEWALK WITH LIFT STATION ACCESS DRIVE SEE SHEET U.04 I I \ ` I 684: 685 --- - 686 --�- 687— ��., — 688 N 11 PVI STA: 288+75.00 PVI ELEV: 688.02 AD: -0.03 K: 25.03 75' VC 1. a + m 00 W + NIC) N t, O, x M O� M tn'r > N m + c0 co + O 0 O W N U W > v6 _ -- CURVE DATA (C5) \ \ _ A = 34°34'43.80" \ T = 92.76' \ 5 L = 179.85' \ W PCC STA 29 +15.23 } 298.0' 98 \ E3 c> - - E = 00 } CURVE DATA (C4) s ; IA 100011'30.68" ` - - T = 44.84' \ A L=6 \ - - 37.50' \ o E = 20.96' \ — -R.O.W.- _ " :PRO OSED GRA E EXIST ING GRADE (TYP) ROS SLOP PT STA 141+28.02» _ -SIDE ALK (TYP) - TRAFF SIG TRANSITION SH S t9 r M M CO B♦] O W r N i ewo .= '�_— _ _ _ .6877 - - V I STA: 289+65.00 Zv I ELEV: 689.20 AD: 0.03 K:27.09 75' VC HP ELEV: 692.1'6-, PVI STA: 290+50.00 PVI ELEV: 692.66 AD: -0.06 K: 12.35 75' VC O M O� M tn'r > N m + c0 co + O 0 O W N U W > v6 _ -- END SI ALK PROFILE GRADE CONTROL BEGIN SID LK GRADE CONTROL DEFINED BY M RIDGE ROAD 695 STA: 291+00.00 B ELEV: 691.66 69D 685 W680 W 288+00 289+00 290+00 291+00 SIDEWALK PROFILE VIEW: HIGHWAY 1 - V i" = 10' H: i' = 30'TOTAL SHIVCF � T = B AVO BY Cd ➢ATG W_I]-201< OJECT NJVBE HEFT S-EET ceaer PM III wwa qW. L, Daae.�dracw SmaHeBwy. ow. 2834 ronroF ono WGb. lune "alas JOHNSON CNUN'IY 1123271 HIGHWAVI SIDEWALK PLAN AND PROFILE STA: 288+00 291+pp r,0 s"EE's A t C" i* ECT u e e a ne i - e eelxc MdY51l•BU4VelYwe L•CBIm9o. IL � 4-' B 196}3344821 C'aiCYEO BY, JR 04i. O6-:]-201< 5.02 J) m. > w m m' -. _ -- - _ 0gg 5 W 431of----- .._. " :PRO OSED GRA E EXIST ING GRADE (TYP) ROS SLOP _ -SIDE ALK (TYP) - TRANSITION t9 r M M CO B♦] O W r N 00 N O M V O �; d: �j f` Ep ti N I••- W O (o co ,: O N N co nj .4 co Nr O co In co co w 19 00 W O 00 W co CO O M OCID O (fl O (o O O col� (D t0 --- END SI ALK PROFILE GRADE CONTROL BEGIN SID LK GRADE CONTROL DEFINED BY M RIDGE ROAD 695 STA: 291+00.00 B ELEV: 691.66 69D 685 W680 W 288+00 289+00 290+00 291+00 SIDEWALK PROFILE VIEW: HIGHWAY 1 - V i" = 10' H: i' = 30'TOTAL SHIVCF � T = B AVO BY Cd ➢ATG W_I]-201< OJECT NJVBE HEFT S-EET ceaer PM III wwa qW. L, Daae.�dracw SmaHeBwy. ow. 2834 ronroF ono WGb. lune "alas JOHNSON CNUN'IY 1123271 HIGHWAVI SIDEWALK PLAN AND PROFILE STA: 288+00 291+pp r,0 s"EE's A t C" i* ECT u e e a ne i - e eelxc MdY51l•BU4VelYwe L•CBIm9o. IL � 4-' B 196}3344821 C'aiCYEO BY, JR 04i. O6-:]-201< 5.02 1 HIGHWAY 1 NB � --ion III-- Stat 93+50.000 ea (SF) � C�4.63 Fill Area (SF) 0 Cut Vol ICY) 0 Fill Vol (CY) 0 Cum Cut Vol (Cq 0 � Cum Fill VOI (�-Net I 0 Volt Vol CY) 31.84 0.37 31.91 I 70.61 0.37 102.52 - 31.5 I -102.75 I 265+00.00 I 0 32.02 .0.37 70.22 0 94+00.000 i 23 64 O.tt 26.18 0.1 26.18 0.1 26.08 94+50.000 I 4.55 0.46 52.28 0.53 52.28 0.63 51.64 i 95+00.000 1.13 1.08 57,54 1.43 57.54 2.07 55.47 �-5+50.004 { 0.04 22.84 58.63 22.75 58.63 24.22 34.41 9696+Oo�ooa l 0.02 29.19 I 58.68 48.17 58.68 72.39 -13.71 ! 96+50.000 0 37.58 58.7 1 61.83 58.7 �--134.22 -75.52 97+00.000 0 �.. 58.7 79.71 58.7 213.93 -155.22 97+50.000 0 49.45 � 58.7 90.69 58.7 304.62 -245.91 98+40.000 � 0 53.99 58.71 58.71 400.39 -341.67 98+50.0001 0 51.06 58.72 97.27 5872 497.66 -438.93 gg+00.000 2.07 I 87.13 80.64 109.44 60,84 607.09 -548.45 I I 99+50.000 7.4� 41.9 69.44 100.96 �6g.p4 708.05 � -638.61 I--- 100+00.00 1.73 35.31 77.92 71.49 77.92 779.54 -701.62 100+50.00 3.31. 13.92 82.59 45.58 82.5-825.13 -742.54 101+00.00 5.24 0.23 90.51 13.17 90.51 ! 838.23 -747.73 101+50.00 26 1.63 119.43 , 1.72 119.43 839.86 -720.53 102+00.00 19.14 4.48 161.23 5.66 161.23 845.62 -684.38 102+50.00 78.28 4.24195.88 8.07 795.86 853.69 -657.81 703+00.00 22.69 4.83 I 233.82 8.39 233.82 � 882.09 -628.27 103+50.00 24.87 1.95 277.86 6.27 277.86 ' 868.36 -590.5 104+00.00 2.61 1.36 303.31 3.06 303.31 871.42 -568.1 104+50.00 11.25 1.28 ' 318.15 2.45 316.15 873 67 -557.72 1175+00.00 I 15.62 0.32 341.03 1.48 347.03 87535 X34.31 105+50.00 i 19.31 0 373.37 � 0.3 373.37 875.65 -502.27 ) 706+00.00 i I 21.63 0 1 411.27 � 0 411.27 875.65 -464.38 106+40.00 I... 1.38 j 0.01 428.31 0.01 ''.. 426.31 2.99 -2788.67 1 HIGHWAY 1 NB � --ion III-- Stat 93+50.000 ea (SF) � C�4.63 Fill Area (SF) 0 Cut Vol ICY) 0 Fill Vol (CY) 0 Cum Cut Vol (Cq 0 � Cum Fill VOI (�-Net I 0 Volt Vol CY) 31.84 0.37 31.91 I 70.61 0.37 102.52 - 31.5 I -102.75 I 265+00.00 I 0 32.02 .0.37 70.22 0 94+00.000 i 23 64 O.tt 26.18 0.1 26.18 0.1 26.08 94+50.000 I 4.55 0.46 52.28 0.53 52.28 0.63 51.64 i 95+00.000 1.13 1.08 57,54 1.43 57.54 2.07 55.47 �-5+50.004 { 0.04 22.84 58.63 22.75 58.63 24.22 34.41 9696+Oo�ooa l 0.02 29.19 I 58.68 48.17 58.68 72.39 -13.71 ! 96+50.000 0 37.58 58.7 1 61.83 58.7 �--134.22 -75.52 97+00.000 0 �.. 58.7 79.71 58.7 213.93 -155.22 97+50.000 0 49.45 � 58.7 90.69 58.7 304.62 -245.91 98+40.000 � 0 53.99 58.71 58.71 400.39 -341.67 98+50.0001 0 51.06 58.72 97.27 5872 497.66 -438.93 gg+00.000 2.07 I 87.13 80.64 109.44 60,84 607.09 -548.45 I I 99+50.000 7.4� 41.9 69.44 100.96 �6g.p4 708.05 � -638.61 I--- 100+00.00 1.73 35.31 77.92 71.49 77.92 779.54 -701.62 100+50.00 3.31. 13.92 82.59 45.58 82.5-825.13 -742.54 101+00.00 5.24 0.23 90.51 13.17 90.51 ! 838.23 -747.73 101+50.00 26 1.63 119.43 , 1.72 119.43 839.86 -720.53 102+00.00 19.14 4.48 161.23 5.66 161.23 845.62 -684.38 102+50.00 78.28 4.24195.88 8.07 795.86 853.69 -657.81 703+00.00 22.69 4.83 I 233.82 8.39 233.82 � 882.09 -628.27 103+50.00 24.87 1.95 277.86 6.27 277.86 ' 868.36 -590.5 104+00.00 2.61 1.36 303.31 3.06 303.31 871.42 -568.1 104+50.00 11.25 1.28 ' 318.15 2.45 316.15 873 67 -557.72 1175+00.00 I 15.62 0.32 341.03 1.48 347.03 87535 X34.31 105+50.00 i 19.31 0 373.37 � 0.3 373.37 875.65 -502.27 ) 706+00.00 i I 21.63 0 1 411.27 � 0 411.27 875.65 -464.38 106+40.00 I... 1.38 j 0.01 428.31 0.01 ''.. 426.31 875.66 -447.35 ..w SI-li V E i < ! MIRY C61 r ANG4 N. A H Qh. W . OW kOFB4 W SM1i49k my m E9u PW U R INn C X 1. 6P2 5 DTWN BY c. MTE 06 T7 GRGJ L' N MHER :.CXIi^.CLVf EnEM1GINEERINe WIM IL` Bbvykp¢ IL, CM n iL pg195y-J 'yR p�B54B921 t� ,fQHN$HN C�tJI�IV SHEET TmiL cucceE� BY, .o DATE 06-n-xala 112327-t EARTHWORK QUANTITIES - HIGHWAYI T.Oi HIGHWAY 1 SB Station Cut Area (SF) Fill Area (SF) Cut Vol (CY) � FII Vol (CY) ;Cum Cut Vol (CY) Cum Fill Vol (CY) Net Vol (CY) 1085+40.0 8.48 20.83 � 0 � 0 0 0 1085+50.0 9.5 17.04 3.33 7.07 - 3.33 7.01 -3.68 1068+00.0 I 5.14 12.46 16.88 27.33 � 16.88 34.34 y -17.46 1086+50.0 0.43 26.43 22.04 36.C3 22.04 70.37 -48,33 1087+00.0 0 6423 - 22.44 83.95 22.44 154.32 -131.88 1087+50.0 9.81 52.43 32.07 171.63 32.07 285.95 -233.88 1088+00.0 0 92.89 41.7 1 136.71 47.7. 404.66 -362.96 1088+50.0 0 790,14 41.7 271.74 41.7 I 876.4 -634.7 1089+00.0 0 1 13142 41.7 303.92 41.7 j 980.33 -938.63 1089+SOA 0 159.08 41.7 268.98 41.7 1249.31 -1207.61 I 1090+00.0 ( 0 38.57 41.7 1865 41.7 1435.8 -1394.7 7091+00.0 13.75 49.21 66.03 181.24 I 68.03 1597.04 I -1529.01 1091+50.0 30.12 I 50.95 - 110.14 94.16 110.14 1691.2 -1587.07 1092+00.0 50.65..31.29 186.92 78.92 186.92 7768.13 -1581.21 I 7092+50.0 18.23 79.89 250.7 102.95 250.7 1871.08 -1620.38 1093+00.0 ( 022 129.81 267.77 I 194.17 267.77 2085.25 -1797.47 1093+SO.O�j 1.81-139.95 269.65 24978 269.65 2315.03 -2045.36 1094+00.0 39.55 I 8727 307.94 186.31 � 307.94 2507.34 -2193.4 1094+50.0 � 27.23 55.68 369.77 1 108.29 j 369.77 2609.83 � -2239.85 1095+00.0 � 4.28 66.33 398.95 112.9 398.95 2722.6 -2323.65 1095+50.0 0 69.99 402.91 126.22 402.91 2848.82 -2445.97 1096+00.0 0.58 74.17 403.44 133.48 403,44 2982.3 -2578.86 1096+50.0 3.8 9&615 I 407.49 I 155.39 407.49 3137.89 -2730.21 7097+00.0 14.41 I 8481 424.34 � 165.25 424.34 3302.94 2878.6 1097+50.0 35.26 � 7754 470.33 150.39 470.33 3453.27 -2962.94 1098+0O.O.y. I 7126 70.63 568.96 137.19 568.96 3590.46 i -3021.5 1098+50.00 �.109.97 56.51 736.76 717.72 736.76 3708.19 � -297..43 �'Q$q+00.0"r I _ t;;;', 714.35 52.73 944.48 700.59 944.46 380878 -2864.32 +500032.51 22.58 1C80.43 69.17 1080.43 3877.95 -2797.52 1098+g00Ci'R t-- 13.23 11.22 � 1714.31 25.0 i 390 s „_a HIGHWAY 7 SIDEWALK Station c�.H Cut Area (SF) � FiII Area (SF) Cut Vol (CY) Fill Vol (CY) Cum Cut VOI (CY) � Cum Fill Vol (CY) ' Net Vol (CY) 283+50.00 0.37 i i.95 0.03 0.06 0.03 0.06 -0.04 �84+0+00.00 0 3244 � 0.37 �.. 284+50.00 0 43.82 I 0.37 31.84 0.37 31.91 I 70.61 0.37 102.52 - 31.5 I -102.75 I 265+00.00 I 0 32.02 .0.37 70.22 0.37 172.7- -172.37 MOSS RIDGE ROAD Station Cut Area (SF) Fill Area (SF) Cut Vol (CY) Fill Vol (CY) Cum Cut Vol (CY) Cum Fill Vol (CY) Net Vol (CY) 121+27.06 19.26 146 0 0 0 0 0 121+50.00 263.34 11.34 120.04 5.44 120.04 5.44 114.61 122+00.00 397.49 $46.7 731.92 331.52 731.92 336.96 394.97 122+50.00 375.95 429.16 1448.06 718.39 -- 1448.06 1055.35 392.72 --- 123+00.00 297.27 470.14 2071.42 832.66 2071.42 1888.03 183.39 123+50.00 192,64 4904 2525,05 889.39 2525.05 2777.42 -252.36 124+00.00 119.26 534.75 2813.85 949.21 2813.85 3726,64 -912.79 124+25.00 108.25 589.86 2918.25 520.65 2918.25 4247.29 -1329.04 124+50.00 124.52 650.24 3025.09 574.12 3025.09 4821.42 -1796.33 124+75.00 169.56 700.66 3161.24 625.42 3161.24 5446.84 -2285.6 125+00.00 511.21 506.07 3476.41 558.67 3476.41 6005.51 -2529.1 125+25.00 425.96 210.24 3910.29 331.62 3910.29 6337.13 -2426.84 47469.45 302.54 107.25 4247.56 146.98 4247.56 6484.12 -2236.55 125+50.00 -- 125+75.00 126+00.Do 82.33 0.62 20343 353.53 4425.74 4464.14 143.83 257.85 4425.74 4464.14 6627.95 -. 6885.6-2421.66 -2202.21 126+50.00 0 867.69 4464.72 1130.76 --- 4464.72 8016.56 -3551.85 127+00.00-- 0 1414.83 4464.72 2128.68 4464.72 10145.24 -5680.52 127+50.00 128+00,00 0 90,03 254,58, 0 4464.72 4549.02 1565.09 238.76 4464.72 4549.02 11710.33 11949.09 -7245.61 -7400.07 128+50.00 129+00.00 63.48 0 0.1 862.66 4691.48 4749.65 0.1 807.41 4691.48 4749.65 11949.19 12756.59 -7257.7.-.. -8006.94 129+50.00 26,93 972.41 4769.5 1702.66 4769.5 14459.26 -9889.76 130+00,00 74.94 977.69 4863.83 1805.64 4863.83 16264.9 -11401.07 130+50.00 0 896.75 4933.22 1735.59 4933.22 18000.49 -13067.27 131+00.00 131+50.00 0 0 743.5 740.01 4933.22 4933.22 1518.75 1373.62 4933.22 4933.22 19519.25.. 20892.67 22508.54 -14586.03 -15959.65 -17575.33 132+00.00 0 1004.92 4933.22 1615.68 4933.22 132+50.00 1008.86 4933.22 1664.61 4933.22 24373.16 -19439.94 133+00.00 �]�L 1055.74 4933.22 1911.67 4933.22 26284.82 -21351.6 133+50.00 0 1095.19 4933.22 1991.61 4933.22 28276.43 -23343.21 -... 134+00.00 0 1084.12 4933.22 2017.88 4933.22 30294.31 -25361.09 134+50.00 0 885.75 4933.22 1823.95 4933.22 32118.26 -27185.04 134+75.00 135+00.00 0 0 628.4 1 468.81 4933.22 4933.22 700.99 501,62 4933.22 4933.22 32819.26 33320.87.... -27866.04 -28387.65 135+25.00 0 446,15 4933.22 418.4 4933.22 ._. 33739.27 -28806.05 135+50.00 135+75.00 0 0 422.44 435.04 4933.22 4933.22 398.7 395.85 4933.22 4933.22 34137.97 34533.82 -29204.75 -29600.6 136+00.00 0 503.25 4933.22 434.8 4933,22 34968,62 -30035.4 136+25.00 0 594.12 4933.22 509.43 4933.22 35478.05 -30544.83 136+50.00 0 662.24 4933.22 583.28 4933.22 36061.33 31128.11 136+75.00 0 654.37 4933.22 609.54 4933.22 36670.87 -31737.65 137+00.00 0 649.86. 1 4933.22 603.9 4933.22 37274.77 -32341.55 MOSS RIDGE ROAD Station Cut Area (SF) Fill Area (SF) Cut Vol (CY) Fill Vol (CY) Cum Cut VOI (CY) Cum Fill Vol (CY) Net Vol (CY) -- 137+25.00 5.35 665.6 4935.22 607.94 4935.22 37882.71 -32947,48 137+50.00 0 858.54 4937.23 687.65 4937.23 38570.�336 3633.13 137+75.00 0.27 782.38 4937.33 732.07 4937.33 39302}} , j C_34365.@9%, 138+00.00 23.34 827.52 4950.69 729.25 4950.89 4003t Y" -t =65080.99 x. 138+25.00-- 91.12 1046.79 4996.45 876.2 4996.45 4090757 "S ♦G65911. 2 138+50.00 11.81 690.54 5033.13 817.51 5033.13 41725.SA•f , ; r -436692.4'64 `4 y 138+75.00 0 756.63 5037.3 671.16 5037.3 42396,W =- _;P7359.25 3 139+00,00 0 894.93 5037.3 771.53 5037.3 43168.1}8, 7,-38130.79 139+25.00 0 995.14 5037.3 894.82 5037.3 44062.9 `'-39025.6 139+50.00 6.54 1122.1 5041.75 1026.17 5041.75 45089.07 -40047.32 139+75.00 0 1398.27 5048.2 1291.29 5046.2 ---- 46380.36 -41334.16 --- - 140+00.00 0 ---- 1446.88 ----5046.2 1520.3 5046.2 47900.67 4285447 140+25.00 0 1455.03 5046.2 1580.14 5046.2 4948081 -44434.61 140+50.00 D 1366.16 5046.2 1562.45 5046.2 51043.26 4599706 - 140+75.00 0 123932 5046.2 1472.39 5046.2 52515,65 47469.45 141+00.00 017 5046.35 1237,14 5046.35 53752.78 -48706,43 141+50.00 0,17 .843.07 240.24 5046.77 1184.33 5046.77 54937,11 -49890.34 F T7E I:B�CmD �-W C#Y.A ea Mdl A SMBdlel[ery, hc. 28341Jd1�y�m MR Amve �'�uy �j ➢ftPHN BYE DI+iFi G6 -t) -N14 PR]J%-1 NJMBER rv0. ? SH'EiSI SH�yC �iQ " . Myy� ayy��y.®�m Gd L G1fl135e-30<o (�9gtieg2i JOHNSON COUNTY -- 112327-1 EARTHWORK QUANTITIES - MOSS RIDGE ROAD TO2 - UTILITY EARTHWORK QUANTITY ADJUSTMENTS 4 ..,v.e �' rJ `/" EARTHWORK SUMMARY ,--,) r C-) a J O N S<-rE V 1�i :!"� L.f•i L r mC . w, Y city, K pW M0- W ShM ibtl&y, NC. mu rJIXp@]Iq of E �qyg (�ry�., �pyg ruso ' DLW SYS CEM DATE V6 -1]-201n l o�pk^i NUnflE]' � SNEfiE* SHEpTS n;cn,rzcruoearvc,e E.Eet.c Mae». LL.9�wm3gial n. eitepak (35135a -3a0" Fes (3fltau-es2t 'rr_fl o ii' ''r nA.E. 06-11 nil JOHNSON ;.DUNTY -� 112327-1 EARTHWORK QUANTITIES -ADJUSTMENTS AND SUMMARY T03 MAINLINE EARTHWORK QUANTITY ADJUSTMENTS � I Begin Station End Station Road Begin Area t End Area Description* Section Type Adjustment* (CY) I 1 121+27,06 727+5G..00 � Moss Ridge Road 41.16 47.16 Pavement Cut 34.87 121+27.08 121+50Ap Moss Ridge Road 4.00 4.00 � Subdrain � Cut 3.40 • 121+27.06 121+50.00 Moss Ridge Road 4.00 4,00 Sidewalk Gut 3.40 i 121+5000 125+25.00 Moss Ridge Road 4176 41 '6 ' Pavement Fill � -571.67 1 127+50.00 I 125+25.00 Moss Ridge Road 4.00 4.0� Subdrain Fill � -55.58 i 121 +50.00 125+25.00 Moss Ridge Road 4.00 4.00 Sidewalk Fill -55.56 325+25.00 726+00.00 Moss Ridge Road 41.16 47.16 I Pavement � Cut 114.33 725+25.00 126+00Moss .00 Moss Ridge Road 400 � 4.00 Subdrain � Cut 17.17 125+25.00 128+00.00 Moss Ridge Road � 4.00 4.00 Sidewalk Cut 11.11 126+00.00 127+75.00 Moss Ridge Road 1 41.76 64 Pavement Fill � -266.78 128+00.00 127+75.00 Moss Ridge Roa�q pp q.00 Subdrain Fill I -25.93 i 126+00.00 727+75.00.. Moss Ridge Road I 4.00 .4.00 Sidewalk Fill -25.93 727+75.00 128+50.00 Moss Ridge �Road � �4116 47.16 Pavement Cut. 11433 127+75.00 128+50.00 Moss Ridge Road � qpp 400 Subdrain Cut 11'3 127+75.00 128+50.00 Moss Ridge Road 4.00 4.00 Sidewalk Cut 11.17 128+50.00 131+75.00 Mass Ridge Road 41.16 41.76 Pavement Fill -495.44 128+50.00 141+50.00 Moss Ridge Road 4,00 4.00 Subdrain Fill -192.59 726+50.00 147+50.00 Moss Ridge Road 4.00 4.00 Sidewalk Fill -192.59 ? 731+75.00 133+50.00 Moss Ridge Road 01.16 56.16 Pavement Fill 315.35.39 t � 133+50.00 736+62.96 Moss Ridge Road 56.16 56.76 Pavement Fill -650.96 136+62.96 138+05.00 i Moss Ridge Road 56.16 59.81 Pavement Fill -305.31 I Mess Ridge Road 738+05A0 138+05.00 59.91 71.18 Pavement Fill 138+0500 141+50.00, Moss Ridge Road 71.16 71.16 Pavement- Fill -67207 Cut Adjustment (CY) 3tq,g7 Note: No adjustments Fill Adjustment (CY) 004423 �included for pavement structural section along Highway 7 widening. Estimated quantities shown do not take into account the removal or replacement of 6" depth topsoil. Contractor shall verify all earthwork quantities. No additional payment beyond plan quantity shall be made unless alignment is changed. 'Includes Pavement Includes Subbase PCC, and Curb Neg iveat Values -,,represent Deductions in Fill. Positive values represent additions [o Cut. Road Total Cut (CY Total Fill (CY Moss Ridge 5,046.77 54,937.1' i Highway 1 SB 1,114.31 3,902.99 ' Highway 1 NB 428.31 875.86 Highway 1 Sidewalk O37 172.74 Mainline STORM STORM SEWER !Includes Pipe, Bedding, and/or Crushed Stone) Station Length (FT) Adjustments 314.84,044.23 I Utility Adjustments 124+50 -891.00 ''. Sub -Total 6,904.63 54.953.27 Shrink (30%) 16,485.98 Excavation, Class 7Q Roadway and Borrow (CY) 71,439 STORM STORM SEWER !Includes Pipe, Bedding, and/or Crushed Stone) Station Length (FT) Width (FT) Depth (FT) Adjustment (CY) ' Moss Ridge 124+50 37 3.767 3.0 11 Moss Ridga 124+50 to 126+75 75 3.167 2:0 18� Moss Ridge -- Moss Ridge 124+21 to 124+57 126+75 --. 123 86 5.75 3.187 3.0 2.0 79 21 Moss Ridge 729+10 1 727 6.333 2.0 60 Moss Ridge 729+20 1i--127 6.333 2.0 60 Moss Ridge 131+54 31 5.167 3.5 RidgSB 21 Highway 10815+33 - 793 3287 1 5 + 36 SANITARY SEWER (Includes Pipe, Bedding, and/or Crushed Stone) Road Moss Ridge Station 726+8510127+75 Length (FT) 50 � Width (FT) 3.87 I Depth (FT) � Adjustment (CY) i 3.5 I 2q Moss Ridge Moss Ridge 129+00 to 132+50 132+50 to 134+00 350 75C 3.67 3.g� -I- 3.5 �g7 15 3t ' WATER MAIN (Includes Pipe, Road Bedding, and/or Crushed Stone) Station I Length (FT) Width (FT) Depth (FT) Adjustment (CY) Moss Ridge 122-50t.124+50 200 2.6 1.4 27 Moss Ridge . 726+50 to 127+50 100 2.6 1 4 14 Moss Ridge I 128+75 to 135+00 625 I 2.6 1.4 85 I Mose Rid- 9 , 136+00 to 139+50 350 2.6 1.4 �--�- 48 BOX CULVERT -�-- --� --- --� Road Station Length (FT t Width {FT) Depth (FT) Adjustment (CY) Moss Approximate 50!50 split box culvert in till vs. cut condition. No adjustment applied. --- Highway 1 56--- 7087+25 30 72 I 7 I 94 BOX CULVERT BACKFILL Road � Station Length (FT) � Wath (FT) � Depth (F� Adjustment (CY) Moss Approximate 50!50 split box culvert in fill vs. cut condition. No adjustment applied. Highway t S6t SB 7087+25 1B .-- I .-- I 9 68 --_ Fill Adjustment (CY) I 891 CHIMNEY SEAL _ DEPTH 12"mIa 27' TYPE R -1642-A NEENAH CASTING WITH GASKET SEALS. COVER MATH CITY OF IOWA CITY STANDARD COVER LOGO FOR SANITARY MANHOLE. ADJUSTMENT RINGS PRECASTTOP ---WRAP EXTERIOR JOINTS VWTH GATOR WRAP OR APPROVED EQUAL n:ennFrc JOINT SEALANT(TYP.) PRECAST RISER SECTIONS PRECAST BASE WITH INTEGRAL RISERSECTION { %I FLEXIBLE PI PE mm CONNECTION (TYP-) f �---- CLASS 1 BEDDING MATERIAL 8" min. TYPICAL SECTION For additional configurations, maintain a minimum of 12 inches of concrete V apparel vertical edges of pipe openings. U 12 inch minimum deer height above all pipe openings LOCATION STATION t PLAN SANITARY SEWER DETAIL, SW -301 MODIFIED ................ FIRE HYDRANT DETAIL (CITY OF IOWA CI SHMEHATTERY Ca1mr imgm A, to city A I Dbo Mues,, A mua9 llBry, k 28x6 N5a30Ae IXl agate prig M City. M9 saute BRPNN BT WE. 06 -2914 PRnJELT NUMBER N06 I SHEETS' Nargt 6bbair�gor, CNc IL =3 (319) 35,11-090JOHNSON COUNTY 112327-i DETAIL SHEET U.01 LL THRUS...�.,,,.. .. REGVIRFG PT PIPWG GICEC}ICY CNMKES. P :� S 0 EfIRE NvORNiR S�GLI(S Sx0.L HE' -SEMSCN:Gfi PAW PSAFCNI ACANStA 1 1 S 1MC% TMD . Bf p i eG. P 1 G6 CF i1ENCN CGP HE ING Fp 1.. ..10EWPI NHLES SF:.: CJ£ 14 0 CW'P<i 4:iN EY..10EGCK AYH INE PIPlE SNPLL BE K F➢ VRN A RA.SPC ll!E CMICREiE BEWI.yG R'pFMES THRUST BLOCK QUANTITIES (SQUARE FEET) PIPE SIZE DEAD ENC CR TEE 90' HEN➢ 45' SEND 31 1/4 BENDBEND �NCTE rr,,ACER TERMINAL BOX NOT 4'N82 .9 to l.0 1.0 6' D 21 1 1,0 8' 8 3.7 _ p9 to t0' 3 5.8 2.8 1.4 12' .5 7.9 4A 2.0 16' 2 13.6 7.0 3,5 20' 9 21.0 107 5.424' 5 30.0 15.3 : 77 30' 3 462 23.5 FIG 36' 2 66.1 33.7 16,9 42' 136.6 165A 89.3 45.5 2c.9 r_ 48' 152.0 215A 115.3 59? 29.8 54' 192.1 2]16 14]0 749 3].6 J [! xNE p30VE AREAS ARE BASED UPON A SOIL HEARING CAPACITY OF 2000 PSF W CF%UNDISTURBED SOIL. I.° ACTUAL SCIL BEARING STRENGTH IS LESS THAN !2- ,y2acl PSP, THE THRUST BEARING AREA SHALL BE INCREASED BASED IN ;Y1}O�LAL SOIL BEARING STRENGTtL THrV BLOCK BEARING AREA (in square feet) ww. ...y ��, (FIGURE 7.1) REVISED I THRUST BLOCK DETAIL HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION S H I VIE- i /i l -r t'_RR i CA r R9 w, bw cly, k . C WH w R e p a . M 2534 NIX ,g D N2. bm C .:wx 5y 5 YRA 1Y. nTi Uq*E• IJ-2HIo OJEE- nuneEa n:c n:rEc v rPF[sixc M11Nhe. �: `BbaNrgla44•CNGepo,. (303uao4o•Pex (3181354A821 JOHNSON COUNTY I SA0 ural aE KE0 aw cEn Harr. Gc-v-zm4 1 712327-1 DETAIL SHEET o seEE*3 U.02 i �NCTE rr,,ACER TERMINAL BOX NOT 20' 0'F P D_ AFTER - S'40 .'N EOR CL�RT_TY ERMINAL BOX IS �I V L E �R FJTURE ( PLi'=D i' FRENv HYDRANT, RE, -7R T❑ :i2 AND LARGER MAY ? FIE URE 7.2 REN!JiR- /\DDITI(INAL FEET Til PIPE) (. EXTEND - (PACER -- - -i f j �v TR- TU END CE I ' PIPE j_� ,� uF.Tr VALVES i I BLOCK- ; HO, 'INC, SWELL iTi, j DELDiNG SPOOL- i RODrFD ❑R MEGA '_UG CR ti1EGA LUG r 4� I _t'�ti�� (TRUST BLOCS ' 11 S I�EL OR AfJC�-ER �i TIE 2 Q I- BLC.CK ;I ) -BLUCK EX END TRACER- H, DRtifv S; RL LlE I R I ,,, , F A_NS ❑P SVN'-L_R t FIRE - �q -_.� 1F." Tri `IAINS ❑D L�, c- f I HYDRANT DETAIL FOR : FUTURE WATER MAIN EXTENSION I (Fig. 7.4) I - REVISED 1'/2009 THRUST BLOCK DETAIL HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION S H I VIE- i /i l -r t'_RR i CA r R9 w, bw cly, k . C WH w R e p a . M 2534 NIX ,g D N2. bm C .:wx 5y 5 YRA 1Y. nTi Uq*E• IJ-2HIo OJEE- nuneEa n:c n:rEc v rPF[sixc M11Nhe. �: `BbaNrgla44•CNGepo,. (303uao4o•Pex (3181354A821 JOHNSON COUNTY I SA0 ural aE KE0 aw cEn Harr. Gc-v-zm4 1 712327-1 DETAIL SHEET o seEE*3 U.02 i QeD w„� f EXTEND TO a FIRE ATOM LAND WTERNAL�ERMINALSE OF TRACER 7RACERYWIREN5 BACK 4 �.. DOWN. REFER TO WM-267 FOR DETAILS OF HYDRANT ASSEMBLY. ^? Q CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM TERMINATION POINTS. FIRE HYDRANT BARREL 12 S�E`GlCA➢1➢EYPll_$\5 $TANj1AR➢$ - Vnier C,Nsbn\tirprtr SyStYlutivg FIRE HYDRANT VALVE NEW WATER MAW FIRE HYDRANT ANCHOR TEE DO N07 RUN WIRE UP VALVE BOX EXISTING WATER MAIN � POSSIBLE SPLICE 't TAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH GROUND ROp® TYPICAL DETAIL TRACER WIRE INSTALLATIEN i SCALE NET TO SCALE REVISED 12/20 J 1 J TRACER WIRE DETAIL 1� D sEsrr rmA�. L1E�� �pDETAIL GB Y! �qE& N • bM6 Qty. A • ➢BB MMe4 W 5f SM9-N tte . h 894 No 9pb UIM B m M 6 2A5 BRAVN en AT' D TE Oal>- N4 JOHNSON COUNTY BER pETA L SHEET o EiS 712327-1 11.03 eNECNE➢ cEu BATE ..17u l I V L 1Ya L wr,¢a. ammfg�a�t•CHcsgo,4 C NI iE[i VEf•FN6INE ER,NO lsml ➢54s6ao`rav pRl esa'wst 12 S�E`GlCA➢1➢EYPll_$\5 $TANj1AR➢$ - Vnier C,Nsbn\tirprtr SyStYlutivg I I= SEE S SHEETS FOR SIDEWALK GEOMETRY c,: x C^J 2iVr`-%TA: 20+24.2 PSI LPEV: 685.6 695 s PVI STA: 20+00.00 690 PVI ELEV: 684.77 685 EXIS 680 cri CO O Ii ' li fi70` �: co �f + 1 +I - m OD LI T STATION CL Y DVI CTA- 9!1.94 91 I PVI ELEV: 688.97 - —1 EXISTING LIFT STATION °NoCID ' HMA SURFACE PAVEMENT °0 o CD Co M + + C M PAVEMENT N Q O N p C10 O W 1 5� c w> w PROPOSED 8" PCC a > a a SED GRADE 685 ✓ \,I s EXCAVATION, X80 CLASS 10 c6 ROADWAY AND ID � BORROW I 'A Ono GRADED o O3 °moo10 co C° co 00 m 1,- 00 m m m m m (i it E FLAT TOP i M 1.0' -1 CO AL LAN VIEWS: LIF TATION ACCESS LEGEND 20+00 20+93 PROFILE VIEW: LIFT STATION ACCESS ROAD V: 1" = 10' H: 1" - 30' --- ----- SHIVCHATTCRX GB�t FeM6a w ` b e C .IF . Poa MM 9 N SN P EtlP . @ 2836 M1 V�q p q M1w Clry, INre 620. ➢RA N ➢Yi A'J ➢ATE nl c x ITE ct u n e.[ N e IN e E s lue MOIYq, ILS BbwNgip, IL. CMwpq IL (31B136L3060. hex 63 61 3 5 46 921 F CHEIXED BY: OEM ➢A' i —R=10.00' I � A 1.1 � � 1 / I � I PROPOSED 6" HMA -4.4% 2" BASE COURSE, 2" INTERMEDIATE COURSE, 2" r- �-4---.S ACE COURSE) 6" MINIMUM DEPTU EXISTING 2" HMA MODIFIED SUBBAS REMOVE COMPACTED TO 95% STANDARD PROCTOR DENSITY SECTION A -A VIEW: LIFT STATION NTS JOHNSON COLNTY T Nue➢Ea � 112327-'. LIFT STATION ACCESS Ill - —1 EXISTING LIFT STATION v 00 ' HMA SURFACE PAVEMENT °0 >PROPOSED J HMA SURFACE Lu PAVEMENT a 695 PROPOSED 6" PCC SIDEWALK 690�� PROPOSED 8" PCC SED GRADE 685 ✓ \,I REMOVE HMA PAVEMENT EXCAVATION, X80 CLASS 10 c6 ROADWAY AND ID BORROW 20+00 20+93 PROFILE VIEW: LIFT STATION ACCESS ROAD V: 1" = 10' H: 1" - 30' --- ----- SHIVCHATTCRX GB�t FeM6a w ` b e C .IF . Poa MM 9 N SN P EtlP . @ 2836 M1 V�q p q M1w Clry, INre 620. ➢RA N ➢Yi A'J ➢ATE nl c x ITE ct u n e.[ N e IN e E s lue MOIYq, ILS BbwNgip, IL. CMwpq IL (31B136L3060. hex 63 61 3 5 46 921 F CHEIXED BY: OEM ➢A' i —R=10.00' I � A 1.1 � � 1 / I � I PROPOSED 6" HMA -4.4% 2" BASE COURSE, 2" INTERMEDIATE COURSE, 2" r- �-4---.S ACE COURSE) 6" MINIMUM DEPTU EXISTING 2" HMA MODIFIED SUBBAS REMOVE COMPACTED TO 95% STANDARD PROCTOR DENSITY SECTION A -A VIEW: LIFT STATION NTS JOHNSON COLNTY T Nue➢Ea � 112327-'. LIFT STATION ACCESS Ill SEE S SHEETS FOR I SIDEWALK GEOMETRY PVI STA: 20+24.: PVI ELEV: 685, 695 PVI STA: 20+00,00 690 PVI ELEV: 684.77 685 EXIS s`ft m PVI STA: 20+58.21_ 6 8.86 F'VI LLLV: FiYti3.9/ ' m� cu N W ti W O N ON I 9 W F 5 a a u~i w a \1..60 r ° PROP ING GRADE -... CID Q Lr; goco �.............m CCc, C) co N - - T= - 1;089+00 ---- — 1088+00 A I: R 13.00' fi 2.0 10.00'— --- -LIf�T STATION CL - ✓ �i v' v v� �v uv �✓ vv� v.� Y y Y ADD V R FER TO SHHgET A. 9 { ✓ / % / /' FO SAN MH ADJUS M Ni Al I �G ADD PLAN VIEWS: LIFT STATION ACCESS LEGEND EXISTING LIFT STATION HMA SURFACE PAVEMENT PROPOSED HMA SURFACE PAVEMENT 695 PROPOSED 6" PCC SIDEWALK PROPOSED 6" HMA %-44% /% (2" BASE COURSE, 2" INTERMEDIATE COURSE, 2" 690 j PROPOSED S" PCC 6.; _��RFACE COURSE) l l TIS Y SED GRADE 685 REMOVE HMA PAVEMENT f EXCAVATION,—) �_6" MINIMUM DEPTH 680 CLASS 10 EXISTING 2" HMA MODIFIED SUBBASE It ROADWAY AND REMOVE COMPACTED TO co co BORROW 95% STANDARD 20+00 20+93 PROCTOR DENSITY PROFILE VIEW: LIFT STATION ACCESS ROAD SECTION A -A VIEW: LIFT STATION V. 9" = 10' H: 1" = 3(Y NTS SHIVCF-IATTEErZY Ge.%od, A, I— Cfty.A: a JAd A i e-HHry, a d3 Nwq WIe OMq Iv eCOy,l a5220.5 DRAWN BY- A* p E _1E_ 1q o C: "M9u rv6 SGT, .,,p Wb IL 19laombglm, IL• ChYs9C, R, [319)3343090•Fex 1319)%F699 EgEtKE6 BP ce/a MTF o4-„4014 J7h'J$CP� COUNTY ':92$21-1 LIFT STATION ACCESS NOq Section Class Length (ft) Width @ Outfall (ft) Width @ D/S End (ft) Depth (in) Tons of Riprap Tons of Macadam Refer to Sheet Outfall2 D 12 9 15 18 12 19 M.05 Outfall3 D 5 4 6 18 2 3 M.02 Outfall 4* E * * * 36 214 168 M.04 E * * * 36 214 168 M.04 Outfall 5* D * * * 18 58 92 M.03 42" Outfall* HWY 1 N. 36" Outfall* E * * * 36 173 137 M.07 HWY 1 S. 36" Outfall* E * * * 36 135 107 ,New 10'x S' Box Culvert E * * * 36 299 236 M.06 HWY 1 Box Culvert Extention* E * * * 36 130 103 U.06 South Side of New 10'x 5' RCB E * * * 36 162 128 M.06 Outfall 0.1 D 10 3 13 18 7 5 M.11 Total Weight Class E= 1328 1165 See indicated sheet for actual layout of revetment Total eig t Cass = 79 Reference Section 4130 OF IDOT Specifications. Reference Section 1 B-4 OF IDOT Design Manual For Densities. ( Revetment Density = 11 DPCF; Macadam Density = 130.) FLARED END REVETMENT LINE AROUND FLARED END L ANCHOR THE LAST THREE CONCRETE PIPE SECTIONS AND APRON TOGETHER WITH TWO PIPE CONNECTIONS PER JOINT (RF -14) OR AS SPECIFIED IN PLANS. REVETMENT SECTION DETAIL 12" THICK IDOT GRAD #13 - MACADAM 5HIVLI-INT r --R �azI %A11.CRY.N.NeOMAb A GClbeF25 RRPVNBT NAn 06-1]-2019 ..R_MII!=ruser. i.c.ne.ei,ie Nie, IL 6b�454B090. Fen GiR1950.fi821 CItiCKED BYE[---OPiEOEti-2014 REVETMENT PLAN DETAIL JUI INSOiN COUNTY eER i'Izaz7-t 2' WIDE MIN, AROUND ENTIRE FLARED END 2414 JUL —3 Pik 40 05 CITY CLERK io!'A CITY. IC's,', DETAII_SHEET FLARED END SECTION Section Class Length (ft) Width @ Outfall (ft) Width @ D/S End (ft) Depth (in) Tons of Riprap Tons of Macadam Refer to Sheet Outfall2 D 12 9 15 18 12 - 19 M.05 Outfall3 D 5 4 6 18 2 3 M.02 Outfall 4* C * * * 36 214 168 M.04 Ou I S* C * * * 36 214 168 M.04 42" Outfa HWY 1 N. 36" Out * HWY 1 S. 36" Outfall* D C C * * * * * * * * * 1& 36 36 58 173 _ 135 92 137 107 M.03 M.07 New 10'x 5' Box Culvert C * * * 36 299 23 M.06 HWY 1 Box Culvert Extention* C * * * 36 130 103 U.06 South Side of New 10' x 5' RCB C * * * 36 2 128 M.06 Outfall 0.1 D 10 3 * See indicated sheet for actual layout of revetrneli 13 1 Total Weigh ass C= Total fight Class D= 7 5 M.11 1328 7g 1165 Reference Section 4130 OF IDOT Specifications. Reference Section 1 B-4 OF IDOT Design Manual For Densities. ( Revetment FLARED END REVETMENT LINE AROUND FLARED END ANCHOR THE LAST THREE CONCRET PIPE SECTIONS 12" THICK IDOT GRAD AND APRON TOGETHER WITH TW IPE CONNECTIONS #13 -MACADAM PER JOINT (RF -14) OR AS SPECJFfED IN PLANS. IREVETMENT SE ION DETAIL OPCF; Macadam Density = 130.) DE MIN. CULVERT REVETMENT PLAN DETAIL L F— 2' WIDE MIN, AROUND ENTIRE FLARED END FLARED END SECTION SLID/rL AT►R [fes/ Cttf tea• Cry,W•OnAKa4 510-H 1K Y.F 282 lb9'%RllB.b M, ORPNN BY PTI MIE•p....... 4ROACi EM BER I DETAILSHEET HIV V!-].•1! t9rCC S6 SI .,moi "�a� (�gl aqq. Bplp (3W)gl BRWg JOHNSON COUNTY 112327-0 J05 s- Zy -a rte. 2' WIDE MIN, AROUND ENTIRE FLARED END FLARED END SECTION SLID/rL AT►R [fes/ Cttf tea• Cry,W•OnAKa4 510-H 1K Y.F 282 lb9'%RllB.b M, ORPNN BY PTI MIE•p....... 4ROACi EM BER I DETAILSHEET HIV V!-].•1! t9rCC S6 SI .,moi "�a� (�gl aqq. Bplp (3W)gl BRWg JOHNSON COUNTY 112327-0 J05 REMOVE 2.25 LF OF 12"RCP STATION = 1087+01.44 OFFSET = 0.18' RT _I ED GUTTER LINE FOC EXISTING STORM INTAKE TO BE REMOVED DURING STAGE 3 CONSTRUCTION VERIFY REMOVAL OF PIPE INVERT PRIOR TO ORDERING STORM STRUCTURE SW -509 NEW STORM INTAKE SW -509 RIM 687.86 HWY 1 EXISTING STORM INTAKE REPLACEMENT DETAIL t I JCI> \ e�rW r \ c� \ _I ED GUTTER LINE FOC EXISTING STORM INTAKE TO BE REMOVED DURING STAGE 3 CONSTRUCTION VERIFY REMOVAL OF PIPE INVERT PRIOR TO ORDERING STORM STRUCTURE SW -509 NEW STORM INTAKE SW -509 RIM 687.86 HWY 1 EXISTING STORM INTAKE REPLACEMENT DETAIL � 10' x 5' RCB � «�� 677/09 110' X =IV. ^T� M cob/ ENT/GRADING DETAIL FOR 10'x5' RCB EXTENS SHIVC;M?ATTR'!' cam, A,w caiy.a,oeatip.A MW44 ..ho.2 NaNwreRNs,I chY.Iowa52245 xzavnBy a'. Dare. e5 -n-21,16 IRC-FC-nl'vER DETAIL SHEET SrvGc -o-n� evcnnfe�oke«e ncineennc MdYe, IL�ShuneMma.ertmpo.IL Q197354-3db�Fu Q�554-0921 JOHNS�N COUNTY ��2°27-0 � UO I \ . r \ \ r' � 10' x 5' RCB � «�� 677/09 110' X =IV. ^T� M cob/ ENT/GRADING DETAIL FOR 10'x5' RCB EXTENS SHIVC;M?ATTR'!' cam, A,w caiy.a,oeatip.A MW44 ..ho.2 NaNwreRNs,I chY.Iowa52245 xzavnBy a'. Dare. e5 -n-21,16 IRC-FC-nl'vER DETAIL SHEET SrvGc -o-n� evcnnfe�oke«e ncineennc MdYe, IL�ShuneMma.ertmpo.IL Q197354-3db�Fu Q�554-0921 JOHNS�N COUNTY ��2°27-0 � UO M cob/ ENT/GRADING DETAIL FOR 10'x5' RCB EXTENS SHIVC;M?ATTR'!' cam, A,w caiy.a,oeatip.A MW44 ..ho.2 NaNwreRNs,I chY.Iowa52245 xzavnBy a'. Dare. e5 -n-21,16 IRC-FC-nl'vER DETAIL SHEET SrvGc -o-n� evcnnfe�oke«e ncineennc MdYe, IL�ShuneMma.ertmpo.IL Q197354-3db�Fu Q�554-0921 JOHNS�N COUNTY ��2°27-0 � UO i 4(j COO 2014 pf, V PROPOSED GUTTER LINE PROPOSED FOC - A PROPOSED BOC 6); REMOVE 2.25 LIE OF 12" RCP STATION = 1087+01.44 OFFSET 0.18'RT EXISTING STORM INTAKE U/ T 0 BE REMOVED DURING STAGE 3 CONSTRUCTION. J. RIM = 688.22 680 683.2± IE 12" RCP (SW) ADD I O'x 5' RC PRIOR TO ORDERING NEW (b7 SW -509 INTAKE, CONTRACTOR SHALL FIELD VERIFY PIPE INVERT ZQ lb/ Cb AFTER REMOVAL AND PROVIDE INFORMATION TO ENGINEER. (b bCo NEW STORM INTAKE (SW -509)A RIM = 687.86 683.2± = IE 1211 RCP (SW) - FIELD VERIFY HWY I EXISTING STORM INTAKE REPLACEMENT DETAIL r,,1REVETIVIENT/GRADING DETAIL FOR 10'x5'RCB EXTENSION �r Wa ]A I cft CV, A , DaB M*� IA 11. RBZ< N�% Oft = 1. 6220 ...... JOHN&IN MUNTY PRO�ECT NUMBER I SHEET TMM I DETAIL SHEET NO I SHEETS P -Y Mo � IL , Bb.�,tol L• GIRT�l IL a�m I F� 01.) U� B" COI W1 112327-1 U.06 6" X 6" TREATED WOOD CORNER POST 1'x1'x1' CONCRETE ANCHOR 10"HxT CONCRETE FOOTING FIELD FENCE 12.0' RNER POST) DETAIL 0 0 N Wo-Tays-701WIfflumm FINISH GRADE TOPSOIL Wf = FSM RUtIS, LARGE S�QAlS, Q12 OT t UNSUITAUQ"ATERIAL POROUS "ACl Fff l'. REMIRED (IA DOT GRAS # 29) 6" PERFORATEDfSUBDRAIN 4TEEL POST 16.0' MAXIMUM WOODEN 2x4 CONTINUOUS g.5"0.5' TOP AND BOTTOM RAILS %(TYP) (SECURE FABRIC TO RAIL) PLASTIC FENCE FABRIC (COLOR ORANGE) o (3) TIES PER POST x 7.0' -• x # - EXISTING 10.0° CONCRETE BASE TO BE GRADE USED ON PAVED AREAS 2.5' 1 STEEL FENCE POST NOTE: CONTRACTOR MAY SALVAGE AND RE -USE EXISTING STEEL POSTS AND BARBED WIRE FOR RE-ESTABLISHING FIELD FENCE AS APPROVED BY THE ENGINEER. FIELD FENCE DETAIL ORANGE CONSTRUCTION FENCE CRY A w �� �ry w � hpre �� City6 B DRAM BY. All DPTE Ey_,]_ d P OJEC NUHBER 6 SHEEi$I L. ia Crem (Masa 0I rexC ta,e�sni _ JOHNSON COUNTY 112327-1 DETAIL SHEET U.07 G —F0-_ —. T -- a 0 — Fo - - - - STATIO 092}30:49 - -T -FO- - OFFSET = 50.14' LT -------r---- 1091+00 - —F- - --- - --- 1092+00 -- - _- PLAN VIEW TRENCH DRAIN OUTLET 1"=30' - - 705 70b" 675 J 70+00 705 700 695 ;:Isbl 1 O T9 CO t9 70+75 - -- - 1093+00 `270 LF OF CONTINUOUS' NOTE: SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING PRODUCT. PROFILE VIEW TRENCH DRAIN OUTLET 1"=30' Y•01 PLAN VARIES I 2 Adjacent SECTION A -A Construct a continuous trench drain designed, manufactured, and supplied by one of the following: -Zurn Industries, Inc. or a designated distributor, telephone (815) 806-9826. -ABT, Inc. or a designated distributor, telephone (708) 862-7870. Hubbell Power Systems, Inc. or a designated distributor, telephone (865) 635-2139. Approved equivalent. - MATERIALS. A. Meet the specifications set forth by the manufacturer. B. PCC concrete complying with Section 2301 of the Standard Specifications. CONSTRUCTION. _ A. Install continuous trench drain according to the manufacturer's recommendation and the contract documents. B. Install casting certified for 40,000 pound proof -load according to AASHTO M 306. C. Use duct tape or wood block to cover drain during paving ope METHOD OF MEASUREMENT. Measurement for Continuous Trench Drain will be in linear feet. BASIS OF PAYMENT. A. Payment for Continuous Trench Drain will be the contract unit price per linear foot. Payment is full compensation for: -Purchasing the manufactured continuous trench drain materials. -Furnishing all equipment, tools, and labor to construct the continuous trench drain. B. Connection to trench drain outlet pipe is incidental to continuous trench drain. C. PCC concrete curb paid for under a separate item 1) Slope same as adjacent pavement. 2) Width as specified by manufacturer. Adjacent 4" median CURB AND GUTTER, P.C. CONCRETE, 2.5FT. DFTAII Si..goo �o � �lEl"i GON nNUolm TRENCH DRAIN I SHIVCi-IATTCF2�' CebrtmpOaN,baaQpW,DBvMTA SMw-WtV,,Y muNSww0.ro.Mma]ty,bflSR245 ,DRAVNDY AT, DATE 06 -2014 CT MMB^_2 SYEET : TOTAL AWcnITFciva[t[pcl!'EEaINCs M KILIBbwNlg IL•tYumpq L pp)35n-:m4D. reu (3181 y.g92y - JOHNSUN CDUNTY 1^2327-1 TRENCH DRAIN DETAIL, YO scETS [NECKED DY1 0 N DATE 06-I]-2014 D.O,B cv -- 60 LF of 12' PVC PIPE SOUTH SL PE FIBEROPTI LINE, I CONTRACT RTO FIELD VERIFY ALL-- y- - EXISTING -U ILITIES AND PROTECT AT -ALL TIMES. _ M W h M O00 O � 00 9 70+00 705 700 695 ;:Isbl 1 O T9 CO t9 70+75 - -- - 1093+00 `270 LF OF CONTINUOUS' NOTE: SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING PRODUCT. PROFILE VIEW TRENCH DRAIN OUTLET 1"=30' Y•01 PLAN VARIES I 2 Adjacent SECTION A -A Construct a continuous trench drain designed, manufactured, and supplied by one of the following: -Zurn Industries, Inc. or a designated distributor, telephone (815) 806-9826. -ABT, Inc. or a designated distributor, telephone (708) 862-7870. Hubbell Power Systems, Inc. or a designated distributor, telephone (865) 635-2139. Approved equivalent. - MATERIALS. A. Meet the specifications set forth by the manufacturer. B. PCC concrete complying with Section 2301 of the Standard Specifications. CONSTRUCTION. _ A. Install continuous trench drain according to the manufacturer's recommendation and the contract documents. B. Install casting certified for 40,000 pound proof -load according to AASHTO M 306. C. Use duct tape or wood block to cover drain during paving ope METHOD OF MEASUREMENT. Measurement for Continuous Trench Drain will be in linear feet. BASIS OF PAYMENT. A. Payment for Continuous Trench Drain will be the contract unit price per linear foot. Payment is full compensation for: -Purchasing the manufactured continuous trench drain materials. -Furnishing all equipment, tools, and labor to construct the continuous trench drain. B. Connection to trench drain outlet pipe is incidental to continuous trench drain. C. PCC concrete curb paid for under a separate item 1) Slope same as adjacent pavement. 2) Width as specified by manufacturer. Adjacent 4" median CURB AND GUTTER, P.C. CONCRETE, 2.5FT. DFTAII Si..goo �o � �lEl"i GON nNUolm TRENCH DRAIN I SHIVCi-IATTCF2�' CebrtmpOaN,baaQpW,DBvMTA SMw-WtV,,Y muNSww0.ro.Mma]ty,bflSR245 ,DRAVNDY AT, DATE 06 -2014 CT MMB^_2 SYEET : TOTAL AWcnITFciva[t[pcl!'EEaINCs M KILIBbwNlg IL•tYumpq L pp)35n-:m4D. reu (3181 y.g92y - JOHNSUN CDUNTY 1^2327-1 TRENCH DRAIN DETAIL, YO scETS [NECKED DY1 0 N DATE 06-I]-2014 D.O,B M vIN \ _ gy 01 q � v V PM ti aT -CITY � _ 42"k r / o. __ 'o TOP p TOP E{ 69 4., rr 20 — i—' •-� `.`T4 „��'`�J..1✓ � `. 695 ,.__._-------'—"`. — _._- '�..c�.� �, 690 1 v INT BEEF _ � ; � � \ \ _. -� { .Y.6, ` v� 68197 KI - -�o . 42" RCP FES --------------- IE = 682.64 o \ i _ f PLAN VIEW: WEST BASIN 0 �. . el ■ more - ■ = 692.0 EXISTING GRADE 3 6:1 TOP = 692.25 PROPOSED GRADE 43 EXISTING GRADE SECTION A -A VIEW: BASIN SPILLWAY SECTION B -B VIEW: BASIN BERM NTS NTS xeenn ec'une.eneieeeturE MOIhg, IL•BNarc�w51L•@Yww.IL {319)35F9➢d0`Fan81B1 YK-84L1 CXECKEBY,+R pPTE BASIN DETAILS SNEE } i0i W-17-209 SHIVEFIA-17ERY RPWN ➢BYCEI, ➢PEA PBJECT FINER JOHNSON COUNTY 2327-0 U.09 CL - - - - 12'- Vi- 1 2"', - - - PLAN VIEW: WEST BASI T = 692.0 PROPO D ADE 67T42 IE 8"PVC / 1 7�6 00P ELEV: P692.00 r----- _ x--y�/- - i STORM INT BEEHIVE 681.97 RIM 42" RCP FES IE = 682.64 J R.O. W. - - - - - - - - - - - - - - 2' 12 W- 2'41 2' ° w- EXISTING TOP = 692.25 GRADE PROPOSED GRADE - - — _ -- — - 5% 3.5:7 I - EXISTING GRADE SECTION A -A VIEW: BASIN SPILLWAY SECTION B -B VIEW: BASIN BERM NIS NTS SHII/c!-Ifi9I } �S�1 C�'w M��w $R � M WhPre mN �C� 6 6 DRAWN BY CB Oi p6 -I1-261 COJEtT NUMBCF N6i SHEEiE ndw, a • DbgNgtrA IL • Clicepo,crd7 aen,3oao • Fu C+W sss�e�i JCHNSCN COUNTY 112327-1 BASIN DETAILS N Dy YIf PCTURYIENGINEEFING CHECKED DY, DATE, 06 -I7 -2p19 NEW 12" WATER MAIN ABOVE, SEE MW.05 — STA. = 138+02.2 OFFSET = 63.11' 0 F- U) z Op 24'-0". SEE SHEET V. 24'-0"1 ISEE SHEET V.03 h W z Op RAILING PER DETAIL 1 AND 2/V.09, TYP.--, zz 1 ~ ~ j zz zz 0U55 1 �O 05 24'-0", SEE SHgET V.03 24'- SEE SHEET V.03 24' 0", SEE SHEET V.03 F 30'-5 318" 1 o 42'-2112" V.05 V.06 TYP, 15" RCP PIPE PENETRATION, I.E. = 677.40, SEE M.06 AND V.10 BLOCK OUT CONCRETE AROUND 15" RCP. SEE DETAIL 2/V.10 INTAKE STRUCTURE PER M.06, TYP. - MOSS RIDGE ROAD - NEW 10'x5' BOX CULVERT 15" RCP PIPE PENETRATI, I.E. = 677.40, SEE M.06 AN BLOCK OUT CONCRETE AROUND 15" RCP, SEE DETAIL 2/V.10 PROPOSED SIDEWALK STA. = 138+09.9 OFFSET = 59.33' PROPOSED CURB AND GUTTER, TYP. PROPOSED ROAD CENTERLINE CONTRACTOR OPTION: PROVIDE PRECAST CONCRETE SECTIONS IN LIEU OF CAST IN PLACE CONCRETE. MAINTAIN INTERIOR DIMENSIONS OF BARREL SECTION AND APRONS. d ' c rmc A • � an. A • o WO w s1v e.Nelrerv. am. z9x N"9 J. 0m Iain an. rows M* ' Dare F<N,i=c-i w99aiNo M.Ift IL, 9bwnNpm,1 IL• CnxM iL 19191859-9M0•Faz(31W1 -9921 JIOHNSBN CUUNTY %ae_2cr NUmD[u s"[CT ro*a[ ^_s[ -z- '� 112527.1 PLANS -NEW IDOT BOX CULVERT se[[s DEMO EXISTING WING WALL AND \, PARTIAL CULVERT RAILING PER DETAIL 1 AND 2/V.09 -- PROPOSED APRON AND BOX CULVERT TO MATCH EXISTING SLOPE OF BOX CULVERT (APPROX. I.E. = 677.07±) BLOCK OUT CURTAIN WALL AROUND 6" FORCE MAIN PER DETAIL 1/V.10- \ z z \ 00 30 ", SEE SH w \ rrfir/M �.. U) -j \ IE / V.05 V.06 \ 6 77 08 �� \ \ \ EXISTING 6" FORCEMAIN - EXISTING ELECTRICAL SERVICE. USE CAUTION. DRILL AND EPDXY BARS X 18" LONG. MATCH r REINFORCEMENT SIZE AND ACING W/ 6" EMBED r v \ O \ \ \ \ -- _ _.— ti •• _ o' EXISTING CULVERT / \ O N�..%\ PLAN - HIGHWAY 1 - MODIFY EXISTING 10'x5' BOX CULVERT 3/32" = 1'-0" •J1 CBdv fl-&--1—cay. IA,�M K N ,�B 2824NWhp P 1. CR,b 52295 "NPVN IIY� 4PJ PiE�W-1]-2014 PROJECT M1VNBERJ ��`� SupET. SHIVCIIA!`EFsY MdMILIero Vd IL bapIL pm sssoa F.. (M; em aEuex R" v*E oz-1]-zala OHNSON COUNTY ---- -- 112327-1 PIANS -MCDFFI CATION S AT EXISTING I DOT BOX CULVERT V.02 30'-0" 30'-0" m9 BAR m9 BAR 4 1/2" 4 112" / 4 1/2" 4 1/2" \' r 4 112" 411211 3" m2 BARS 3" 3 �, 4 112" m1 BARS 4 1/2" 3„ mm2 l , m9 �i m9 a1 �— m1 m1 I 3 I I BOTTOM 3 I FLOOR TOP FLOOR I � m2 II I I I � I I O i �CLCULVERT �—CFCULVERT ,— k2 1 SII I kl TOP I BOTTOM k9 SLAB k9 1 SLAB ! I t LJ <y, Yir A a1 – .– f I pi � Zx4 BEVELED �—a1 ----------------- KEYWAY 2x4 BEVELED ----- ----------------------------------KEYWAY k2�X k1 BARS I k2 BARS r ' ' j 3" 3 4 112' 4 112' 3 I \ 3" 4 112" 4 112" ' i I 4 112" 41/2., Ii 3" 9" al BARS 9' 3 i 3 " al BARS 9' �,;3" 3" k9 BAR k9 BAR I 3° STANDARD SECTION PLAN VIEW (10'x5') � STANDARD SECTION PLAN VIEW (10'x5') 5H[VC iY! x.11 CgAt ft^—pne cu �p.R Ngh"p�y Shall- P.ft p N.UWW p�M1B. ppp CUB;. n� 1 BRPWN BY, M-L` ➢PiE� i5-I]- ,1 PRpJEC'NIP.4BERI SII SHEEiS =cnnecrvee,ene,xeeeinc womB. iL`e!oomR6�ma•enkaw. IL pi9)abbaom. F. pal ae4-6921 . CtlE EB BY ran car JOHNSUI COUNTY — 112321-1 TYPICAL CULVERT BARREL DETAILS es-n-zo:. V.03 a a DRAWN BW MPp OA`E� PRCJEQ M1VN3Eft SNCEi IOTA''_ IA,I CRY, v.�eae Rloewa A sme.reE�t � Nwugen unarm CNi. b.e Saz% __ os-n'eo:° JGHNSON CUJNTY 112327.1 TYPICAL CULVERT BARREL DETAILS -EETs ARCNIiPCi Y6E.ENGIN FEAING NM%IL, Bbw Ir, L,GNwpiL I8 B�369-IMO, F8M �3Ri m"-0 LNELKEO BY- 4M OM1TC' W -I J-2EId U'� >v :.S2 e2 BAR "' 4 = PERMISSIBLE SPACING CONSTRUCTION k1 k2 b1rri JOINT e1 a ro T/GR ADE ' e2 G lII III= � _ -'SII= VARIES -NEW 12" WATER MAIN f,40- 8 SP. @ 1' 0"; e1 BARS 1 D" w / PER SHEET MW.05 _ 0 // r3" THICK BLUE EXTRUDED POLYSTYRENE o b1 ¢ ( FOAM UNDER PIPE (APPROX. 4'-0" WIDE) a1 (n m TlSLAB VARIES EN' 6" 6" 4" OD e v� ' N j m1 4f2 � EXCAVATION o a ' 2 (6.7 CYtFT-) ° f1 m2 M U 4f2 BAR —BACKFILL, IDOT SPACING GRAD. 11 3., 9„ 10' 0" 9„ 31, o N (4 CY/FT*) 10'x5' BARREL SECTION 10'x5' BARREL SECTION 1�411_�'-0„ *QUANTITIES PROVIDED ARE APPROXIMATED. CONTRACTOR TO CONFIRM ACTUAL AMOUNT OF EXCAVATION AND BACKFILL DURING CONSTRUCTION. DRAWN BW MPp OA`E� PRCJEQ M1VN3Eft SNCEi IOTA''_ IA,I CRY, v.�eae Rloewa A sme.reE�t � Nwugen unarm CNi. b.e Saz% __ os-n'eo:° JGHNSON CUJNTY 112327.1 TYPICAL CULVERT BARREL DETAILS -EETs ARCNIiPCi Y6E.ENGIN FEAING NM%IL, Bbw Ir, L,GNwpiL I8 B�369-IMO, F8M �3Ri m"-0 LNELKEO BY- 4M OM1TC' W -I J-2EId U'� :7 7/g^ 18,_0" t } —c �-LOCATION STATION 5'-4" CLCULVERT i CURTAIN WALL 4 --------- 1 1g�.571$ 160 c0 E _._.�•N- � �1 5-4N 4 10'-8„ g .e -- =i t� " 16'_0„ PARAPET PLAN - DIMENSION OF APRON - 3 LOCATIONS SHI1/CFIAI fC-RY`gN•�Tp�iV e.e n�Tee. ase •. Nam,n�w; •9A hly uerms lL'etarvnYml`elbaoh $'.p NIO y. Cr Tilt NN OD 91O8G. d$2$ ORANN BY N?C ➢ATE p -I] -2C19 uM 3u. ,Fa. (3*)sa6521 CHECKEd dYMN COTE C6-1]-E➢19 { J�DH1S7N -OUNTY RO ELi B? 112327-1 TYPICAL FLARED WING HEADWALLS SHEET OTPL rvo. se¢Ers I',. v.ae 7/g^ I —c �-LOCATION STATION _ CLCULVERT i CURTAIN WALL 1g�.571$ 6m1 @ 9 CTS. 4" �— FOOTING 15 �- r.:., 6f3 BACK FACE WINGWALLED FRONT FACE WINGWALL --- c- i b 6 m > 7� UI N z D_ 0 441 TOP APRON F� z Lli END OF APRON CL CULVERT 6 1 z P BOTTOM APRON OU 0-14d2 p U- 3 m Z N Lu 11� 5 6p2 A t ' o p 5G.3 END OF WING B /" 5���� - ----------- -- 6, X11_J , �„ F .F V. /`� 4131 @�--'�� 6m2 @ T -ON PLAN - TOP AND BOTTOM APRON REINFORCING BARS - 3 LOCATIONS 1 1/4"=l' -O" ORPVN DYE 4F9 DATE ,77- MIN6ER SHEET TOTA SI Nl'r_— _'jr-rE: Y cm Pak,N v.,k ODy. In, oaa Nd -a uF sae-Nlenmy, nc. asaa Naefte onFa bn C6y, bxe 5>2{5 06 -n -2W4 JOHNSON COUNTY 1.....1 TYPICAL FLARED WINE HEADWALLS Na SHEETS iYgE FN GI NEEi1NG W.n IL, Pb.V*vp IL, ChkS IL Q�135<5010` FSM �$Ml1 $$q-0DT CHECKED DY, W DATE, 06-1]-2014 V06 OO J— 0 �'�-- PARAPET FACES 9.. � . 5c6 v it 1 1 6p1 CULVERT i � o . j r In • •I i n,0 • • t d c ° - r 3 pC^ o G` PERMISSIBLE CONSTRUCTION j \\ JOINT BEVELED 2x6 KEYWAY ` —6p -_________-5t1 L N) - i 6p2 - 91/2"-I. 21/2" Lil "S ` - X PLAN -CURTAIN WALL DETAIL SECTION - CURTAIN WALL DETAILS ,, e� N SHIVC!-iATTCF:`r ax<:,:recrvxe.enciNeenino C VI 9 deU`b¢C ,N.CwM%B$I G pH Bry 2BKNwVpBpM pHC .b9 b%$ Law. IL Bbomro lL ChMk IL dial abaaoao F. law)a!w. @AMN BY. �uEENE➢B, PD :0:. I JOHNSON C7U'.'Y un Da -E. os O EI NJNBE4I 172321-t TYPICAL FLARED WING HEA04VALL3 EE IYLAL r¢ suEE*s ,i-zew V.07 16-5 718" _ 6s1 12 37/8 �-6s3 6s2 x 5b3 -------------- 652 1 c -a i�4b 3EVEACi L _...------------- CEYWXe -<; I 4c1 @ V-0" TYPICAL VIEW - FRONT FACE REINFORCING W -.5i 7/8" N ....... 6s1 812, - 3 7( -------------- 652 1 c -a i�4b 3EVEACi L C—, CEYWXe -<; sa+. -- ----- 5c4 @ T-0" 5c3@1-0" 0' N TYPICAL SECTION - NEAR CENTER OF APRON 1/4" -1' -0" -TOP OF PARAPET 9 TOP OF OPENING PERMISSIBLE CONSTRUCTION JOINT—A" TOP OF PARAPET 1 �• • ••...►. ►..- TOP OF WINGWALL DETAILS 12„_1,-a„ ALTERNATE PERMISSIBLE CONSTRUCTION JOINTS PERMISSIBLE CONSTRUCTION JOINTS P TYPICAL VIEW - BACK FACE REINFORCING SECTION THRU PARAPET E" pRPNN HM: MW pRIE PROJECT M,M:BER SHEET 'piPL Czmf lbppe, N b Llry, L4 • Wa M1lYn08, U SIiYPIkUdy. hc. 2834 N.9w. G arre LIQS bwH 84218 C6-1]-2010 M1p, SHEETS SHIT GI i -1,a' -T C_R A IL BkanYptar� IL 10 L 3W aaaaom• m6si s61 eat OIEMD 31. w p4TE: as -n-11 JOHNSEN COUNTY 112327-1 TYPICAL FLARED WING HEADWALLS V.cB pR<XIN/r--H, A NGINEEAING na c -a 3EVEACi L C—, CEYWXe -<; sa+. TYPICAL SECTION - NEAR CENTER OF APRON 1/4" -1' -0" -TOP OF PARAPET 9 TOP OF OPENING PERMISSIBLE CONSTRUCTION JOINT—A" TOP OF PARAPET 1 �• • ••...►. ►..- TOP OF WINGWALL DETAILS 12„_1,-a„ ALTERNATE PERMISSIBLE CONSTRUCTION JOINTS PERMISSIBLE CONSTRUCTION JOINTS P TYPICAL VIEW - BACK FACE REINFORCING SECTION THRU PARAPET E" pRPNN HM: MW pRIE PROJECT M,M:BER SHEET 'piPL Czmf lbppe, N b Llry, L4 • Wa M1lYn08, U SIiYPIkUdy. hc. 2834 N.9w. G arre LIQS bwH 84218 C6-1]-2010 M1p, SHEETS SHIT GI i -1,a' -T C_R A IL BkanYptar� IL 10 L 3W aaaaom• m6si s61 eat OIEMD 31. w p4TE: as -n-11 JOHNSEN COUNTY 112327-1 TYPICAL FLARED WING HEADWALLS V.cB pR<XIN/r--H, A NGINEEAING a 1 1/2"0 GALV. SCH 40 PIPE 5/8"0 INTERMEDIATE GALV. RODS —\ 4" MAX. TYP. ELEVATION - APRON WITH RAILING 1/4"=' 0° AX � 1 1/2"0 GALV. SCH 40 PIPE TY P. is, /// i„ / /, 5/8"0 INTERMEDIATE GALV. RODS '1'4'-0" MAX. 4 4 1/4"=l'-0" EE All 4" CONCRETE WALL 1/2" GALV. STEEL PLATE SHEyLH/Ri®'SY ARCIII?ECi YPE, ENGINEEMINV Ce k/ edplA•bmCry.W•UmMGregW MNna IL BImIIHpaEiL•GNtap0.1L SM-Hettery,F �3 M}Vy10O(pgWGry,bw 520. law 350.3010• F. 019)3548321 BanMNBY Mv0 CHECNE B BYi IAM piE 06-I]-2410 BAeE� O6 -l]-241< �I'-'Hy SDN C L]N`Y ROJEC?u BER - Q---- SHEE• N0. '., V 09 iGiAL SNEEi$ - IL 1 1/2"0 GALV. SCH 40 PIPE a 3/16 DRILLED AND EPDXY—SET (4) 1/2"0 S.S. ANCHORS TYPICAL BASE PLATE FOR RAILING. SHEyLH/Ri®'SY ARCIII?ECi YPE, ENGINEEMINV Ce k/ edplA•bmCry.W•UmMGregW MNna IL BImIIHpaEiL•GNtap0.1L SM-Hettery,F �3 M}Vy10O(pgWGry,bw 520. law 350.3010• F. 019)3548321 BanMNBY Mv0 CHECNE B BYi IAM piE 06-I]-2410 BAeE� O6 -l]-241< �I'-'Hy SDN C L]N`Y ROJEC?u BER 112327-� RfJ I"NG DETAILS SHEE• N0. '., V 09 iGiAL SNEEi$ - GROUT SOLID AROUND PIPE EXISTING 6" FORCE MAIN BLOCK OUT CONCRETE AROUND EXISTING FORCE MAIN DETAIL - EXISTING FORCE MAIN BLOCK OUT 1/2"=l'-0" GROUT SOLID /—WATERSTOP ALL AROUND PIPE AROUND OPENING. 15" RCP / SEE NOTE 7 BELOW 1 BLOCK OUT / CONCRETE , R-fflNF. (A) KE -INF. fB) z a r 1 2E\< N 21 \ TYP. 1. MOVE REINF. MAX. OF 2" CLEAR OPENING, CUT REMAINING BAR THROUGH OPENING. WHERE REINF. MUST BE CUT, ADD REINF. "A" AT LEAST EQUAL IN AREA TO THAT WHICH WAS CUT AND EXTEND BEYOND OPENING DISTANCE .1Y„ 2. DIAGONAL BARS "B" TO BE PLACED: A. AT CL OF WALL WHERE ONE LAYER OF REINF. IS PROVIDED. B. AT EACH FACE OF WALL WHERE TWO LAYERS OF REINF. ARE PROVIDED. C. AT TOP AND BOTTOM OF ALL SLABS. 3. UNLESS OTHERWISE NOTED, SIZES OF REINF. "B" SHALL BE THE SIZE OF THE LARGEST REINF. BAR CUT. 4. Y = CLASS B LAP 5. THIS DETAIL IS TO BE USED WHEN NO OTHER DETAIL IS SPECIFIED. 6. MINIMUM REINF. 'WAND "B" AROUND ANY AND ALL OPENINGS SHALL BE #5. 7. WATERSTOP BY GRACE CONSTRUCTION PRODUCTS, ADCOR ES HYDROPHILIC NON -BENTONITE WATERSTOP FOR NON-MOVING CONCRETE CONSTRUCTION JOINTS. DETAIL - 15" RCP BLOCK OUT �- SI••I I Y C N2+� r � .�'.� CNC lmgtlq IA • IP.�9 Clly, N • Oae MJlere& Ul Slf -INIIeeY.liG. iKiA tA1VglW PtA Iw.H GIY. bW SPPAS DRA41 HYD MPoM ➢PTE 06 1> e'OI< PRpJECT NUMBER N0. SHEEiS wxre.a •emnramn,2•cnE<oo,c pre3 asn.aoao•Pflx Cre136aE92i n I JOHNSON COUNTY 112327-1 UTILITY PENETRATION DETAILS V.10 - EH HV: MDAi 06 1I 201 r� TYPICAL BARREL SECTION - REINFORCING BAR SCHEDULE AND QUANTITIES - at b1 e1 --- e2 ft SIZE SP.I L SIZE SP. NO., SIZE SP. NO SIZE -I SP. NO., SIZE SF 4 9 6'-5" 4 6 20 I... 4 12 1 9 1 4 6 1 13 4 12 TYPICAL FLARED WING HEADWALL ................ REINFORCING BAR SCHEDULE AND QUANTITIES LOCATION I SHAPE BAR NO. LENGTH _ WT. FENCEANCHOR I 5fa 2 T-1 j 7 WINGWALL, B.F.H.4b1. 19°-4" j 26 WINGWALL, B.F.H.—� 4b2 6 AL 2 EACH 111'-8' TO 59 VR 17-11' WINGWALL, F.F.H.5b3 2 '. 19'-4" 40 �� WINGWALL, F.F.H. ----� �� 5b,1 82 I EACH j 8-7'"-11" TO 111 VAR WINGWALL, F.F.V. 4c1 32 VAR TO 2' 9 TO 111 �'-8" WINGWALL F.F.V.4c2 1 4 7'-0' 19 WINGWALL. B.F.V. 5c3 12 2 EACH 2 45 VAR 4'-5"O V WINGWALL, B.F.V. 5c4 ' 20 2 EACHVAR I 8'-9 TO 213 11 -9 WINGWALL, B.F.V.-1 5c6 4 11'-11" 50 APRON, LONGIT.,BOTT. — '.. 4d1 j 7 I 13'-6" 63 APRON, LONGIT-BOTT. 4d2 �: 6..... 14'-4" 57 APRON. LONGIT.,TOP. '.. 611 70 13'-6" 203 1----. 6 2 EACH APRON, LONGIT., TOP { 6f2 VAR T-9" TO 59 9'-3" APRON LONGIT.,TOP. 6f3 2 19'-4" 58 PARAPET, VERTICAL ----D 4i1 21 6--l" ''. 85 PARAPET, HORIZONTAL_ 7A 4 11'-2" 91 16m1 15 1TO 3 APRON, TRANS., TOP I VAR 16-7" �6m2 APRON, TRANS., BOTT VAR TO 120 10'-3" CURTAIN, HORIZONTAL 6p1 4 1_ 10'-6" 63 CURTAIN, HORIZONTAL 6p2 8 9'-10' 118 WING SLOPE, BOTH F. 6s1 4 '.... 7'-8" 46 WING SLOPE, BOTH F. — 16s2 4 14'-9" 89 WING SLOPE, F.F. --'--- 6532 20'-0' 60 CURTAIN, VERT. I D 5t1 16 6'-6" 108 ESTIMATED cV REINF. STEEL 2215 Ibs. 1'0 RETE PARAPET 1.4 QUANTITIES tt (ONE-HEADWALL)';_f.'O WINGWALLS 3.7 16.9 �7. 11.8--'', cu. yd. FOOTINGS BAR LIST f2 k1 k2 ' k9 1, I L H il V I SIZE !� 5'-8"; — 1 2'-10"12'-1 0 5 BENT BAR DETAILS 5'-0 7/16" 9 1/8" 8" L PD N' S '' 112 D=4112" co r CN 2,_61, 6s1 4i1 LENGTH LENGTH 4'-8 1/8" (4'-11") 2'-10 7/8" -(3'-0") 6s3 4b1, 2, 5b3, 4, &6f3 a N LENGTH V-10 1/4",. -(3;-0") -. D=3 314" 5fa NOTE: ALL DIMENSIONS ARE OUT TO OUT. -' (.?F— D = PIN DIAMETER -UANTYfIES'"'� a'n j CONCRETE, cu yd 1 STEEL, Ibs j RAILING, LF j EXCAVATION, cu yd 1 BACKFILL. cu y 5t1 �c 2 z -v J', v D=3 31C- 4' -0" 5c4, 5,&6 m1 BENT BAR DETAIL QUANTITIES m9 !CON ETEE(CY/FT) STEEL WALLS,TOTAL (LB/FT ';11'-8"' 0.316 0.407 0.257 i 0.980-1174.39 #4 BAR = 0.668 LB/FT #5 BAR = 1.043 LB/FT '--- 6 4112 , 7 51/4 H I- k2 & m2 NOTE: ALL DIMENSIONS ARE OUT TO OUT, D=PIN DIAMETER BEVELED 2x4 KEYWAY ONE SET OF Rr1 x 3'-6" DOWEL BARS Q V-0" SPACING REQUIRED IN SLAB AT ALL CULVERT BARREL JOINTS (11 REQUIRED = 40 Ibs) TOP SLAB CONSTRUCTION JOINT DETAIL 3/4"=1'-0" CULVERT EXCISION. (1) FLARED WAG HEADWALL 30'BARREL RAILING EXCAVATION BACKFILL L46.3 7447 '. 45 310 184 NEW CULVERT:--- ----. ----.. --_-. ----. (2) FLARED WING HEADWALL I 120'BARREL EXCAVATION BACKFILL 151.4 25357 90T1020 608 e� yy TOTAL 197.7 j 32804 135 1330 792 S"INC-Fi.�TiC^Y G9m @per • rcgC . W •OW Md9& A BNB 2B . EBS MgeBOMQ OXeG YK 620. BRAu myn DPTE p _1e-201< PRpJEL? NL'NBER $IIEE? ?nip% eecn IT e c Tu a e.ene In Fnlna M11�8. t• Bbwmpm" IL Cltre IL 1 (8181 aea30aB•Fex Orel Bea-esa LRE. -<y By, uu WE � os-:r-zo:a •1GHNSGti COUNTY 112327-1 TYPICAL CULVERT SCHEDULE AND DETAILS no. snEETs V.11 0 690 685 680 675 6 0 i 1085+40 85 1 _ 80 75 -670 -40 -20 0 20 40 F 60 1085+50 690 685 680 675 7 670 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 OI a�I 1086+50 -220 -200 -180 -160 -140 -120 -100 SHI\lCE'�.4T i !-E�`t� ft*a:. w. la,. CRY. w, oe. e+aN�. w snN�+xu�x m MR wm+mre arm la.< CRY, W4s LFAl+_.1, ern u.TE, os -n AF<XILECiVIIEa[NGINLERINV i. k. N. IL• BkYMgIOI ILIpiC0p41L (36i 331-3000Fex l31B13SYB921 131 M. LATE'06-I1 -80 -60 -40 -20 0 PROJECT NU48Ei JIJHNS'�N COUNTY 712327-1 I 20 40 60 c la m $CALE IN FEET CROSS SECTIONS - HIGHWAY i S6 Woi o•! �k 1087+00 690 685 680 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 690 685 680 675 0 20 1087+50 690 685 680 40 60 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 x r --- - ! _ ---rt--- -. it _ -- - ( ---- 77775 - - -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 690 685 680 675 0 20 1087+50 690 685 680 40 60 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 685 680 '475 O1 1088+00 690 685 680 - 675 20 40 60 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 x r --- - ! _ -- - _ -- --- �L - - i -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 685 680 '475 O1 1088+00 690 685 680 - 675 20 40 60 690 685 680 7 -222-6 >-- -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 6 5 60 r --- - ! _ -- - _ -- --- �L - - I - -- - ---- I OI 690 685 680 7 -222-6 >-- -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 6 5 60 Y„E. OI 690690 1088+50 - 685 - - -- -- ------ -- - - --- - 685 680 f - I_ 680 6 75 - - - 675 670 '' L 670 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 a ,v za _+._ IN ECEx SHIVC?-ATf W r. xcx rc S croee.erva,ns E x 18 B N.I ck,.A,CW W MdnaLL-eaominptat a. CMa L , SxntWry6rym muNRpPoMgheClFJpe52C5 (3re13se-3oao.r (M)BIPH 2 [RP4NBYi CEM p cREp era se CPLE f6-1>-014 DATE w-1�U14 JNH.NSLIN COUNT Y ROJEC'N 8ER --- 112327.1 CROSS SEC?IONS- HIGHWAYI SS ( np. WO2 p sxceis OI 1089+50 695 690 685 680 675 -220 -200 -180 -160 -140 -120 -100 -80 -60 40 -20 0 20 40 60 1091+00 690 685 680 -80 -60 -40 -20 0 20 40 60 1091+50 695 690 685 680 -40 -20 0 20 40 60 o 1 zn 11 FCE- RY+ tlery. Yia 2539 Ns01�M PM14 lo«e CSy. bx9 92295 )3 VN BY: m9 ORi C: a�-IL-zm9 �No�Eci MMBEk SHIVC-tI,ATT'SRY c.m�MLIBWA ILC Mdeaw SMre JOHNSON COUNTY 2327-1 CROSS SECTIONS - HIGHWAY 1SB m eErs ARC XILP[PUR[eP N81NlPRING MdYIq LaBbppFQlpt IL C�8;L C4ECNE➢HY: C00 DATE U6-1]-2014 W03 0 0 N co 0 N tD 01 3 a 0 ImU M `r U a� 2 a a m 0 �I 1092+00 695 695 690 --- _ ____ 690 685 _ ----- ---- I 685 680 __ _I 680 675 _I 675 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 OI 1092+50 690-1 690 685 --- = — -- 685 680 - 680 675 j 675 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 l u of F-: �, 1093+00 690 - ----I --- v 690 �--�_ I 685 _-- _ _ 685 6807 -- _� ------ i I -. 680 675 '` 675 -229 r '=` -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 m < ko-,.na �2 U.iI of FI �� 1093+50 690 I � -- --- 690 I -- r f-, 685 685 --- - --- - - I 680 --I - - ----- ---- r - - 680 675 1 675 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 o is scnls m EeeT SHIVEHATTERY CeOe[ @ M A, MS CTM. A Dw MOY w A Maim IL-Bkp Irf ILC mm IL slM wfty C 2esa Nmvww o a (319)35414 ,PoK('A�185C-fl021 wM city l z CRPMN HY: RM DOTE: E6-:7-2Ml i JCIyNj]N CQL�:iY BER pp132�� CROSS SECTIONS - HGHWAYI SB HEFT piPL N0. SHEET$ ¢CXIS'<tVRF[%41.•![ERI%G :HE.KED HY: JOb pFTE�06-1]-2p:< W.04 OI MA 1094+00 M.4]. 685 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 OI 1094+50 - --- . _ 690 -- 685 680 675 0 20 40 60 1095+00 M c.. - --- - ---- �v - -220 -200 -180 7160 -140 -120 -100 -80 -60 -40 -20 0 20 40 690 685 680 i °j 1096+00 — - 00 1 I I, I ---- -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 of 690 685 0 20 40 1096+50 690 685 680 60 680 -220 -200 -180 -160 -140 -120 -100 -80 -60 40 -20 OI =I 690 685 p ,,po 1 11-4 0 20 1097+00 40 60 �1 00 -200 -180 -160 -140 -120 -100 I f 40 60 - I L ' -- 680 -220 -200 -180 -160 -140 -120 -100 -80 -60 40 -20 OI =I 690 685 p ,,po 1 11-4 0 20 1097+00 40 60 690 685 680 �1 oleo �- -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 - ' 690 685 680 q-2a.af— -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 °i 1097+50 690- 690 - 685 I _ --7777 __ - - -f - - 685 ' { - `° - - 680--- 680 675 -220 200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 p m ze SCP!E Yt Fri `, J x�E�i�r SH' V —I,-,1 7ER P C.Bbpt FWPM IA • IVM C w m, oee mai•yw smaEe ftw 01c 29b N gwl pF�q ILY.a CRY IVne S2C5 LRPVN gYc1. 'PTEA p6 -t] -201a 1 JOHNSON COUNTY ��] -Ci NUMBER 12327-1 OROSS SECTION$-HGHWAY'SB SNE I �p� piPL SHEEiH A3.'NIiEttUiE•FNUINFE0.INU MdFSL`BfJ�E•yy,IL�Ctkep{IL 43@)351�3WO�Fen (991351�8@t CPEC(ED HYD Ae pFTE� 06-1]-2f14 1 0� 1098+00 690 - n o - _. 690 m m --- ----- --- 685 685 _ ___ _ ____-- - - w w ----- - ------r ----680 - - , f680 _ ____ - 675675 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 X60 v F n °� 1098+50 y3 690 m o 690 685-- - -- --- --- 685 - 680 -Ell 680 675 _ 675 -220 -200 -180 160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 0: 1099+00 685 - - 685 - 680 - -" _ ,- 680 675 675 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 0 1099+50 685- - - _ ------- -- - --_ 685 _ __ _ _ 680 - - - 680 _ 675 675 -220 -200 -180 -160 -140 -120 -100 -80 -60 40 -20 0 20 40 60 0: 1099+90 685 680 --� - -60 :_- _ _ _- 685 6775 685 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 o la xa scn,[ w FEET SHIVCE Y," [--?J CBDer flepb, N • M Clry, W' OBa Ma N ^F V EYAC FR Mdhae a lE lE E>EO�M�L �� &W+W y, ft 18'J4 NIX M D N b My, W.w =0 4areisw-aoao+cv pml Hsa-e9n OaFlVx gYi cd DFliE� p6 -1] -:Ola JOHNSON COUNTY PROJECT NVMHEft 112327-� CROSS SECTIONS -H GHWAYISB EET No. CE -1 arcEa CHECKED BY'� J DPrE� 06-1]-2CIC A IICNIiECiV EE+ENGIN [FEING W.07 95+00 0� 690 - --- - -- — 690 97+00 685 - - - i 675 � --r- 685 690 680 -20 0 20 40 - �j — 60 680 685 e la .a 93+50 SCPIf iN fkfi d^ SH�VC"tfi� �Y AEC Nii l C i VRE+E M G I NEEEIN4 95+50 9111YB#4wl ,tIG 'Mi6 N.#0 *UC.B. FMH CBy.I�a 512G$ CZD(35<{1010 Fex (9 951-0pY1 DRAWNHYD 2M LMECKE➢HYD JDB PATE ab 11-2011 1 ➢ATE 06-11-20:t PROJEC'NUMBER1 JOHNSEN COHN"! 112327-i O h00 `- 690 - L690 690 , ,- �' m 690 685 685 _ -------------- J�0 685 685 � r I 680 � � ( 680 680 � 680 I � i � 675 ( 675 675 675 -20 0 20 40 60 -20 0 20 40 60 3:1 of 94+00 1 96+00 j 690 ' ___ I 690 690-- °' 690 685 685 685 ` °' 685 680 1680 680 680 675 I675 l= 675 675 20 0 20 40 60 -20 0 20 40 60 3' 0; 1 °r 94+50 N � 690- 690 96+50 - -- - r - cater- 685 J 685 690 � -B 690 , 680 j 680 685 � �-----"1 685 , - 675 —L-- 675 680 .__ - - ' _� 680 -20 0 20 40 60 -20 0 20 40 60 OI wI 95+00 0� 690 - --- - -- — 690 97+00 685 - - - i 675 � --r- 685 690 680 -20 0 20 40 - — 60 680 685 e la .a SCPIf iN fkfi 690 685 680 675 - - - 675 680 I 690 685 680 675 - - - 675 680 -20 0 20 40 60 -20 0 20 40 60 e la .a SCPIf iN fkfi d^ SH�VC"tfi� �Y AEC Nii l C i VRE+E M G I NEEEIN4 CY N bweC A [In MOh9f.W BEER ILI IIA�G{LL�CIIFA�.IE 9111YB#4wl ,tIG 'Mi6 N.#0 *UC.B. FMH CBy.I�a 512G$ CZD(35<{1010 Fex (9 951-0pY1 DRAWNHYD 2M LMECKE➢HYD JDB PATE ab 11-2011 1 ➢ATE 06-11-20:t PROJEC'NUMBER1 JOHNSEN COHN"! 112327-i SHEET GROSS SECTIONS - NIGHWAYt NB xo WOB [IfPI sNEEs 690 685 680 675 M 690 100+00 o 685 685 _ r 685 ±_ -685 685 _ 1 960 60 75 99+00 -20 0 20 OI -20 0 20 40 60 680 OI �I 97+50 99+50 685 ---- ---- _ 685 crl _ - _ 00 m 675 690 690 100+50 675 ` __ 690 685 _ - - _ 680 S4 680 20 0 685 m 685 --- — --- m r-, rr, - -NIM - _ - 4_. - - 685685 -- --- _ uAwRreRw mw�� ��Nylp%��Cry 777 taiE p_I>-2016 Imo. ROJECTMJNBER 112327-� CROSS SECTIONS HIGHWAY 1 N6 SHEET NG _..... AECI-N-11 EYC ECURE�FN8INEERI IYN 685 -, -- - -- w W 09 685 680 ---. � _ - - - ___ 680 680 - 1680 675 675 ( -. { 675 680 -20 0 20 40 60 -"` -20 0 20 40 60 680 675 675 -20 0 20 40 60 -20 0 20 40 60 t-- s- 1171 I � 01 98+00 690 685 680 675 M 690 100+00 o 685 685 _ r 685 ±_ -685 685 _ 1 960 60 75 99+00 -20 0 20 40 60 -20 0 20 40 60 680 OI 680 685 ---- ---- _ 685 crl _ - _ 98+50 675 690 690 100+50 675 7 680 680 20 0 20 40 60 m 685 --- m r-, rr, ---- -- 685 685685 -- --- _ uAwRreRw mw�� ��Nylp%��Cry ° taiE p_I>-2016 JnHNS�N CUNNTY ROJECTMJNBER 112327-� CROSS SECTIONS HIGHWAY 1 N6 SHEET NG TOTN' SHEETS AECI-N-11 EYC ECURE�FN8INEERI IYN wm L�flu"AT*O L�CNreP}IL � 3�" � 3�' 1 CHECNE➢@Y� JOB ➢ATEA C6 -I1-2011 w W 09 680 ___ 680 680 — - 1680 675 675 675 - { 675 -20 0 20 40 60 -20 0 20 40 60 99+00 685 - - N 685 101+00 680 �- 680 685 ---- ---- _ 685 _ - _ 675 675 680 680 20 0 20 40 60 -20 0 20 40 60 21 11%11 '5CALE IN -EET SLJI�Iri'it�"�? �L91_' Ei RO uAwRreRw mw�� ��Nylp%��Cry ➢RAVN➢Y CEM taiE p_I>-2016 JnHNS�N CUNNTY ROJECTMJNBER 112327-� CROSS SECTIONS HIGHWAY 1 N6 SHEET NG TOTN' SHEETS AECI-N-11 EYC ECURE�FN8INEERI IYN wm L�flu"AT*O L�CNreP}IL � 3�" � 3�' 1 CHECNE➢@Y� JOB ➢ATEA C6 -I1-2011 - W 09 r_ a 101+50 685 680 -20 0 685 Nl 685 680 : ' 680 675 20 40 60 -20 0 J' 0 685 680 675 0; 690 102+00 o O 685 CV 685 r C\1 685 680 -- 680 680 675 -20 0 20 40 60 -20 104+00 20 40 60 O! cr' 690 685 680 675 r-. 102+50 680 A 1 LO N m O LH __. s C -20 0 C� 685 690 680 685 n7a assn 20 40 60 v V vvV -20 0 20 40 60 104+50 1T 0 103+00 N 105+00 685 M 680 r 685 690 680 685 m7a aon -20 0 s C -20 0 C� 685 690 680 685 n7a assn 20 40 60 v V vvV -20 0 20 40 60 104+50 1T 0 103+00 N 105+00 685 M 680 r 685 690 680 685 685 690 680 685 m7a aon 20 40 60 Q/J V)J VVV -20 0 20 40 60 -20 0 20 40 60 - Y SH�VC•YkTTC— Z. �i N • CRyr wW CE(:V flepYY, lam . [Ke MOMOe. 8hmtgtlas hr '18iC fMYB. %J!!C b MP N.➢P% Clryr MAVN Bn CEM UFfEr 44-1]-2pH JUHNSUN CUUN'Y PREJE.^.i NUMBER 172327-'. A0.0 MIiE[iViE EI NGINll91NG rwrre.a• a.cEke ti 6baN'�1 �' Isls)aea-aw0•ra Grel 3;we�t C4ECkE➢BYr J08 ➢Fi E�4o-I]-2414 I 690 685 680 690 685 680 4T1T MSE N SLR snoFi steers CROSS SECTIONS - HIGHWAY?Ne Wt0 o �I 105+50 690 690 685 685 680 I N- I 680 -20 0 20 40 60 OI 106+00 690 690 685 -'-~`LD_ 685 680 680 -20 0 20 40 60 690 685 680 -20 106+40 0 20 40 60 OI k 690 — 685 680 a CD c._ Ctrl -T7 __- _ ry e as m wuc of nrr SHIVCt-LATTE Y Cemrmpeyw•becn,w• areaw a amna.M 2Ba4 a4aereome�eGry.ba524a mav411 ce nniE, >-2o14 OHNSON COUNTY FOJELiN)MBER @i 5 CTS AR<41ifCiVRErEN 61N FFAING IAdf41L •a'WNbtCl11L •C#N'90q IL pnl asa.aom rex lsre)aaaasm L:i EGKEO BY JW OSLE, U -1] -?019 ;2327-) iAQ55 C�QN.S'N�GHWpr��NB Wi� 0 1 ce) I 0 a Uji . I qiLlj! FI 121+27 co 705 r C)l C) cDD 705 CD M 700 1 700 695 695 0) 0� 690 690 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 ujj uj! FI 121+50 705 7— 705 T- C? co fD 771 c� : r -I 7r 700 4 C) C, t 700 695 t 695 690 690 685 685 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 Uji UjI 122+00 705 705 700 700 t 04 695 695 'co r -.,ay t rn 690 690 04 1,-' cow 0 r 685 (D 685 cli -140 -120 .100 -80 -60 -40 -20 0 20 40 60 80 100 Ldl Uji cy L 122+50 705 .Fft 700 -T - 695 1- -4- 695 690 690 L r 685 00 685 680 (O'�D 680 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 i 20 SCALE IN FEET 'N STSETS IF STSETS J�IHNSDN CLIUNTY 112327-1 CROSS SECTIONS -MOSS RIDGE ROAD x0l IL I BOMTkOIXI IL I CME IL I 123+00 wl �I 700 695 690 685 680 1 -140 700 695 690 685 680 700 695 690 685 680 700 695 690 685 680 120 -100 -80 -60 -40 -20 0 123+50 co On --- ------- to to _ -toto 140 -120 -100 -80 -60 -40 -20 0 124+00 20 40 20 40 .k L NI 60 wl U h m 80 700 695 690 ft..Y 685 680.. 100 ::.l a ^5 N) [jl 700 695 690 685 680 100 140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 wl 124+25 ~ Ill' 140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 700 695 690 685 680 100 o io m r ~~•SCALE T, FEET SH /E1- =-:RY — R IA • ICM M IA • 0@ G 6q 1A $M1A81I "V.. YC 28 9 Q q b 8 C . W G $22� ZkP - F 04i E, O6 -IJ- Nn PftO JE[i rvH7 TOTAL vcxi.ecTvve•eu airveealuc �L`�°°"+'Yen IL•CHxpge (39F 35x-3ao•Far ON)3 M occxEn nr: �o nATE. m-n-zol1 SGNNSUN —FUNTY 112327-0 CROSS SECTIONS - MOSS RIDGE ROAD un srcETs X.02 695 690 685 wl Uil _ I ---'Co -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 �i CE)i_ ---t i 124+50 695 690 685 695 690 685 680 680 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 wl WI qI FI 124+75 695 690 685 _ I ---'Co -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 Maar CE)i_ ---t r— Va-- ... ch_ i DRAWN. f£M DAJE _IJ -2019 1R.JELI NIIY5ER UUNNSC7N COUNTY 112327-0 I ID V— '> $NE9-S ui' (86135n-3wo • Faz Kft� 254ee21 - --> + { .- - - :to (C)�0) ~` CO 1 (O'co co 695 690 685 680 680 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 wl WI qI FI 124+75 695 690 685 y 695 690 685 680 680 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 ui l wl uiF F-:) 125+00 I 695 a 690 x:.685 _ I ---'Co -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 Maar r— Va-- ... ch_ � B mC&.Y 2834 NIXpbGiK VeCM.IW95Y15 DRAWN. f£M DAJE _IJ -2019 1R.JELI NIIY5ER UUNNSC7N COUNTY 112327-0 I ID V— '> $NE9-S ui' (86135n-3wo • Faz Kft� 254ee21 - --> "'I f .- - - — rn.rn (C)�0) ~` CO 125+25 (O'co co co :. r• - '- _- - _ - 00 a) _' I 0(0 y 695 690 685 680 680 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 ui l wl uiF F-:) 125+00 I 695 a 690 x:.685 695 690 685 i 680 8 ---'Co -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 Maar r— Va-- ... - �-_ � B mC&.Y 2834 NIXpbGiK VeCM.IW95Y15 DRAWN. f£M DAJE _IJ -2019 1R.JELI NIIY5ER UUNNSC7N COUNTY 112327-0 I ID V— '> $NE9-S ui' (86135n-3wo • Faz Kft� 254ee21 N "'I f I — rn.rn (C)�0) 695 690 685 i 680 695 690 685 8 eaa -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 Maar J ID 30 ... 7—'qG SHIVC-r�;� gtr' cam mpmw,a cn.w•oeemoo-eaw � B mC&.Y 2834 NIXpbGiK VeCM.IW95Y15 DRAWN. f£M DAJE _IJ -2019 1R.JELI NIIY5ER UUNNSC7N COUNTY 112327-0 '> $NE9-S ui' (86135n-3wo • Faz Kft� 254ee21 N "'I q! i X.03 — rn.rn ~` CO 125+25 (O'co co 695 690 685 695 690 685 680 680 -140 -120 -100 -80 -60 — 60 80 100 J ID 30 ... 7—'qG SHIVC-r�;� gtr' cam mpmw,a cn.w•oeemoo-eaw � B mC&.Y 2834 NIXpbGiK VeCM.IW95Y15 DRAWN. f£M DAJE _IJ -2019 1R.JELI NIIY5ER UUNNSC7N COUNTY 112327-0 i SHEET CROSS SECTIONS -MOSS RIDGE ROAD $NE9-S AE<NIiE <t UYE�FN41 hWM IL • eaanlnVn IL • c M IL (86135n-3wo • Faz Kft� 254ee21 N i X.03 — rn.rn _ (O'co 695 690 685 680 680 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 J ID 30 SCRLE IN iEEi 7—'qG SHIVC-r�;� gtr' cam mpmw,a cn.w•oeemoo-eaw � B mC&.Y 2834 NIXpbGiK VeCM.IW95Y15 DRAWN. f£M DAJE _IJ -2019 1R.JELI NIIY5ER UUNNSC7N COUNTY 112327-0 i SHEET CROSS SECTIONS -MOSS RIDGE ROAD $NE9-S AE<NIiE <t UYE�FN41 hWM IL • eaanlnVn IL • c M IL (86135n-3wo • Faz Kft� 254ee21 cNccxcD ew E., . cs- I .4 i X.03 I 77 O M O N u;! wi �I �I 0 125+50 N 6 695 _ 695 - - ._ 690- -- -- 690 cot. 7 685 m m 685 f- rZa ar - m co 680 680 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 uj ti F uiI c v 125+75 rl � r M 695 . 1_ ,rn. .., .. rn'M - -- -- -- 695 , 690 _. - _. _ 690 - - 685 N r 685 K rn mrn m 680 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 106 wl �I I 126+00 M _ 695' 695 } m .. - __ ._ 69D- 690 - - 685 - M685 J _ -- --- _ _ _ [DN. {. I 68D- � 680 rn rn 1 m 675675 675 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 Wl Ui ~ 126+50 695 i 695 690 - - -- r 690 -- -- 685 685 680 680 y _ 675 -- - rio. -- 675 F m -- 670 670 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 0 o Ec scnEE iN Sna<Hxrt'VecEreiae.acNla C6fknrtUPenpa•JiEL,•Webocbrrts Cn' , iWEMwtifgp W SD6. (j, WrI1,Febs [aql s5e-av21 JOHNSON COUNTY 172327-1 CROSS SECTIONS - MOSS RIDGE ROAD SEE W I6] suEErx crvEENEp 2VE. ..... u irv`erurrvYe X .04 695 690 685 680 675 670 127+00 I _. ,. c� U' of j:. - - r•. U F-: -100 -80 -60 -40 -20 0 20 40 60 m c:a m �-T � r 695 690 685 680 675 670 127+00 695 690 685 680 -100 -80 -60 -40 -20 ujl 695 690 685 680 675 670 80 100 u.i! 0 20 40 60 695 690 685 680 80 100 wl : ,. wl U' of j:. - - r•. U F-: -100 -80 -60 -40 -20 0 20 40 60 695 690 685 680 -100 -80 -60 -40 -20 ujl 695 690 685 680 675 670 80 100 u.i! 0 20 40 60 695 690 685 680 80 100 wl : ,. wl U' of j:. - - r•. U F-: `1 -60 ~; -20 0 128+00 80 100 O] m � r 695 690 ---- r : ,. f - -. of j:. - - r•. -100 `1 -60 -40 -20 0 20 40 60 80 100 Llll 685 -100 -80 -60 -40 -20 0 20 40 60 80 100 Llll �I U� 128+50 N I� 695 ' o 695 ! - rn cv- M� r uT ro m k 690 - ----- J{ 690 j = 685 w - 1 m,co"- E 685 -100 -80 -60 -40 -20 0 20 40 60 80 100 S�TOT---RD CALE 14 =�Il AL - SH'V�h`IPSTr1..fSd� C9tlBl lilFM6. w•blte clty.w•�B MoibRw anl.6Wfty.. 1:0 036 (bNmp WI,B,'p.AC .5944 I DRAWN PYt MY DATE% O6 -IJ -2010 PRC -EC' �43EF SHEET SHEET My. JOHNSON COUNTY N5 SHEETS w acxrcEerDaE.tNe wee nNe N�In •egwnrgtat n.•erraDo, 1L lsatl s54amD•wx (19)a4C.bEY1 cuecxen nn Toa DArE. oo-n-Rma 1239-0 CROSS SECTIONS -MOSS RIDGE ROAD � X.05 wi �I 690 685 680 675 129+00 690 685 680 675 670 -100 -80 -60 -40 -20 0 20 40 60 80 690 685 680 675 670 100 0 1c xo sc,® SHIVC-hit�7Tc i?Y R� Acity, A.�eMOYN5 4 CkBIOX&, C Wd NSW PR,bwCM, O e 6?AB D.Pv BY c.m WE %-17-201< EJECT N 48ERF777 SHEET SHEETS prcxirecro Bp.e Meme nlns MCRA IE`B Hglm a. uncap,a (m)9u- ,Pee NEW 061 wEIXEp en toe MiE� os-n-zm+ JOHNSON COUNTY ,12327-0 CROSS SECTIONS -MOSS RIDGE ROAD X.06 -100 -80 -60 -40 -20 0 20 40 60 80 100 CC) co to - -.--. CD 690 685 680 675 670 -100 -80 -60 -40 -20 0 20 40 60 80 690 685 680 675 670 100 0 1c xo sc,® SHIVC-hit�7Tc i?Y R� Acity, A.�eMOYN5 4 CkBIOX&, C Wd NSW PR,bwCM, O e 6?AB D.Pv BY c.m WE %-17-201< EJECT N 48ERF777 SHEET SHEETS prcxirecro Bp.e Meme nlns MCRA IE`B Hglm a. uncap,a (m)9u- ,Pee NEW 061 wEIXEp en toe MiE� os-n-zm+ JOHNSON COUNTY ,12327-0 CROSS SECTIONS -MOSS RIDGE ROAD X.06 -100 -80 -60 -40 -20 0 20 40 60 80 100 wl v h Uii 129+50 690690 IH 685 685 t N _. 680 68� ..;N — 675_�co, 675 r `' - _ : (O -' 71— 670 670-P c- -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 FYI ' 130+00 690 690 LU { 685 f -; --- 685 ~ N m ( !' 680 680 - - __ - -- 675 -- - ---_ o 675 670 `'---' - f m.- - 670 (0 (0 665 665 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 690 685 680 675 670 -100 -80 -60 -40 -20 0 20 40 60 80 690 685 680 675 670 100 0 1c xo sc,® SHIVC-hit�7Tc i?Y R� Acity, A.�eMOYN5 4 CkBIOX&, C Wd NSW PR,bwCM, O e 6?AB D.Pv BY c.m WE %-17-201< EJECT N 48ERF777 SHEET SHEETS prcxirecro Bp.e Meme nlns MCRA IE`B Hglm a. uncap,a (m)9u- ,Pee NEW 061 wEIXEp en toe MiE� os-n-zm+ JOHNSON COUNTY ,12327-0 CROSS SECTIONS -MOSS RIDGE ROAD X.06 w? U 690 685 680 u;i U� 131+00 ~ I 675 -100 -80 -60 -40 -20 0 131+50 690 685 680 675 20 40 60 80 100 690 690 685 i _ _ _ 685 co 680 ' r u� r - 680 i 675 --- 675 -100 -80 60 -40 -20 0 20 40 60 80 100 Ujf 132+00 ~� 690 ua 690 or 685 I + ----- 685 680 o { - 680 rn _ ev 675 =so -- _ f 675 1 } _ - - 670--- T }- _ (D a-�L---- =_ ( 670 -100 -80 -60 -40 -20 0 20 40 60 80 100 LLJ 132+50 uj `.' 690 vl , :..: �,. 690 685 ~. - t ----, 685 680 rn " -.. (O 1 675 _ter _ __ -"? - 675 - i r as , 670 ---- (0(0- 670 -100 -80 -60 -40 -20 0 20 40 60 80 100 W RO SEE N EEEY rjH�yC��1�T�LlST ceCv Papb, w Iw.s py, w • oen NaYee, w SNre-VhLINy. 11E. 1884 Mrft18 Cil', bXC 61245 LRPNV DYE LEM o" N, PRO.E'i NNM6ER 'Nod SHEETS nrcnireeru to+znaieee RlMe MOM IL `6M Yg1aL IL Cnbepo. IL ( CnW 359�3Wo. Fex pa1354�e921 CHECKED erg roe DF'E. oe-v-zola .DHNSDN COUNTY ��p3p7-� CROSS SECTIONS -MOSS RIDGE ROAD X.07 -- 675 -100 -80 -60 -40 -20 0 131+50 690 685 680 675 20 40 60 80 100 690 690 685 i _ _ _ 685 co 680 ' r u� r - 680 i 675 --- 675 -100 -80 60 -40 -20 0 20 40 60 80 100 Ujf 132+00 ~� 690 ua 690 or 685 I + ----- 685 680 o { - 680 rn _ ev 675 =so -- _ f 675 1 } _ - - 670--- T }- _ (D a-�L---- =_ ( 670 -100 -80 -60 -40 -20 0 20 40 60 80 100 LLJ 132+50 uj `.' 690 vl , :..: �,. 690 685 ~. - t ----, 685 680 rn " -.. (O 1 675 _ter _ __ -"? - 675 - i r as , 670 ---- (0(0- 670 -100 -80 -60 -40 -20 0 20 40 60 80 100 W RO SEE N EEEY rjH�yC��1�T�LlST ceCv Papb, w Iw.s py, w • oen NaYee, w SNre-VhLINy. 11E. 1884 Mrft18 Cil', bXC 61245 LRPNV DYE LEM o" N, PRO.E'i NNM6ER 'Nod SHEETS nrcnireeru to+znaieee RlMe MOM IL `6M Yg1aL IL Cnbepo. IL ( CnW 359�3Wo. Fex pa1354�e921 CHECKED erg roe DF'E. oe-v-zola .DHNSDN COUNTY ��p3p7-� CROSS SECTIONS -MOSS RIDGE ROAD X.07 wl 690 685 680 675 134+00 w! ElI N 00 133+00 w, 690 --�- - --- - - - - ----- L---- CO ----- - - --- - - 690 1 685} _ 685 680 680 -__ 675r -- rn � ----- _ -- - -- - - - 675 670 m m 670 -100 -80 -60 -40 -20 0 20 40 60 80 100 wl 133+50 690 W' I € 685 680 _ = N fl o " - 6,.:. 675 -- - --- o -- ' -- 675 m _ m _ _ _ 670 670 -100 -80 -60 -40 -20 0 20 40 60 80 100 wl 690 685 680 675 134+00 -100 -80 690 685 I v 680 1 675 -100 -80 690 685 680 675 -60 -40 -20 0 20 40 60 80 100 V To 20 9'G SUIE IN FEET S��NGktt ^j�E�/ ckmakwaaw•w.aa,w•oo Maw S119Ibtld,YK 636NIpBQ6.b6CV.N6p $ llNFYN9Vi CB piE PR]JEFFNUMBER SNEri TOTALS rows ILI IL•Cr I JOfINSON COUNTY 112327-1 CROSS SECTIONS -MOSS RIDGE ROAD A0.CMILPCiVkP•EXBINCt0.1N4 YP�W�I BCL (-8��'��I CHECKE➢BY•J.'8 ➢AiE�C6-I)-20:1 xaa N 00 --�- - --- - - - - ----- L---- CO ----- - - --- - - -100 -80 690 685 I v 680 1 675 -100 -80 690 685 680 675 -60 -40 -20 0 20 40 60 80 100 V To 20 9'G SUIE IN FEET S��NGktt ^j�E�/ ckmakwaaw•w.aa,w•oo Maw S119Ibtld,YK 636NIpBQ6.b6CV.N6p $ llNFYN9Vi CB piE PR]JEFFNUMBER SNEri TOTALS rows ILI IL•Cr I JOfINSON COUNTY 112327-1 CROSS SECTIONS -MOSS RIDGE ROAD A0.CMILPCiVkP•EXBINCt0.1N4 YP�W�I BCL (-8��'��I CHECKE➢BY•J.'8 ➢AiE�C6-I)-20:1 xaa 690 685 680 w! CJp ujJ ~, 134+75 i s. 690 685 rsl -- r cn car- r-' 685 680680 co u n . co� co E y --.CO. ; 680 675 690 685 680 w! CJp ujJ ~, 134+75 i 675 -100 -80 -60 -40 -20 0 20 40 60 80 100 uii U' w; I 135+00 i 690 685 680 N O 690 685 rsl -- r __ - 685 680680 co u n . co� co E y --.CO. ; 680 675 675 -100 -80 -60 -40 -20 0 20 40 60 80 100 uii U' w; I 135+00 i 690 685 680 N O 690 685 rsl -- o v __ - 685 680680 co E y --.CO. ; 680 675 co ca � 1 .4r l _ 675 -100 -80 -60 -40 -20 0 20 �ox 80 100 wl � 1 wl MICOOICE 135+50 _- wo 690 685 680 675 690 685 680 675 675 -100 -80 -60 -40 -20 0 20 40 60 80 100 UjI �I Wi CJi 135+25 ~; 690 - 690 685 rsl -- o v __ - 685 680680 co E ; 680 675 co ca _ 675 -100 -80 -60 -40 -20 0 20 40 60 80 100 wl SII wl h� 135+50 690 685 680 690 685 680 -100 -80 -60 -40 -20 0 20 40 60 80 100 0 IB iG SHIVGi 6 E+i" CRY CMb( W W P 9 C A • CBB MG3 N 4 & B- 6h6 Q M MNN PH%Qfi9 MH Cft— 6P 1 DLP N BYi DPTEr 06-1]-2X4 EJEEi NUNBE2 cervi JOHNSON COUNTY 112327-1 CROSS SECTIONS -MOSS RIDGE ROAD BxoE suE¢-s 4F<HIiE<i VAE«ENGINEEAINa wm B'` DwfJ9�1It•CM1kep4IF Q1�8612M0•( 2Y"0921 EMEIXED BP JBB BciE� pb-1]-201< X.09 wl wI C -)I wl 135+75 I 690 685 680 690 685 680 -100 -80 -60 -40 -20 0 20 40 60 80 100 wl �I wI 136+00 �I I 690 685 680 69 5 c -100 -80 -60 -40 -20 0 20 40 60 80 180 Y., wl, �I WI 136+25 690 685 680 690 685 680 -100 -80 -60 40 -20 0 20 40 60 80 100 wl wI FI 136+50 FI 690 685 680 -100 -80 -60 -40 -20 0 20 40 60 80 100 U IC A r� n' [/ RALE IN FEET TOTAL SHIV �F4 ,A..a ``�� CB'bl1�[Nq, N�IIN(B GIy.W UA NkFM4 L4 9N'N WII j. NC Nrt@I�IB CI'R. Ww9 CIIy. IP.v =m; BRAWNBrCEM DATE E� 06-1)-2019 RRO JECT NUMBER SNp1T $r1EET$ a acx rtecTuae,EnelNEt uNo WM L I Bbm*lm IL, cxwpo,L Esse-ao9o�F.. pl»as9-esr cxE'xEn erg io nATE�os-n-zala JOHNSEN CUUNTY 112327-1 CROSS SECTIONS - MOSS RIDGE ROAD X.itl u;! �I 136+75 u;; U! ssa W j v CIA u l F1 137+00 LU 40 60 80 100 �. '"j n cnn 685 oen f----- _ mr - (0co1 680 - -L --�---- 685 p -i'-- -, con - -_- 1 -= = 680 a o cnn .. u;! �I 136+75 u;; U! ssa W j v ED u l F1 137+00 685 40 60 80 100 _ SD - -_ m cnn 685 oen f----- _ mr - (0co1 680 - -L --�---- 685 p -i'-- -, con - -_- 1 -= = 680 oaoa cnn .. cnn _. _ 675 m k _. h r ❑!O VIJ -100 -80 -60 -40 -20 0 20 40 60 80 100 uil u l F1 137+00 -80 -60 -40 -20 0 20 40 60 80 100 _ SD - -_ IAA I cnn UOV r I .-100 -80 -60 -40 -20 0 20 40 60 80 100 _ SD - -_ uil w� 685 oen f----- _ mr - ---- --`--- --- -----{---�..� -II-_ .._ T _ ' - -------' 685 p -i'-- -, con UOV VVV .-100 -80 -60 -40 -20 0 20 40 60 80 100 _ SD - -_ uil w� _ M _ mr 680 I 137+50 137+25 uI 690 oaoa cnn .. cnn 675 - 685 685o -60 -40 -20 0 _ SD - -_ 100 t• _-: _ M _ mr 680 680 137+50 = uI 690 oaoa 690 .. _. _ 675 675 - -100 -80 -60 -40 -20 0 20 40 60 80 100 wl 137+50 uI 690 690 .. -: m k _. h r i 1 685 685 f Woto 680-- – - -_ 680 675 (.. i —' 675 o� 670 ( 1 670 __. -100 -80 -60 -40 -20 0 20 40 60 80 100 KkE IN :EE SHNCF IATTC-tom"'/ � ` T CT•, A. U, my L W STRS Me. HRAVN HT C M PROJEC' NUMBER SHEAI ET hPluS •rely, tr_ '�Y NOAppeh Pn'e. bfa (Aly, Ip11H 6R2i5 p6 -......a xp. SHEETS .1iCn1 [ICi VIF•[MOIFIEIINV N=m NE 9brFXJfa. IL. GTO,.3, IL d8i 3L IFSR 010a5a-0H2t CHEC!(Ep BY' 1]B p4`E 06-])-WI9 .•ui�RSUR OUO�v�i � 112327-I ' CROSS SECTIONS - i OSS RIDGE ROAD x.ii 690 685 680 675 670 w! F� 137+75 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 138+00 1004 V 690690 -100 -80 -60 -40 -20 0 20 40 60 80 100 0 10 20 scaEE n FEET SHNC- IAT�L::f?'r 6�r ep�N•PpG ,W•DaB MW e4N All x i re civq 6+Rna IN VI l na mdYe,�`epdfyp�m �E' Yua SM1 PN9X ry,1 203 kNge MB Pe GX, PXe Sd6 � �'��` �»�- DRP Vu xY: M DiE: 06 -1> -Ola JOHNSON COUNTY nJECi HUMBER 11232'!-1 685 EEi A 2 toiP'_ sxEErs aEcxED zr. �o nP.E: os-n-zc�a _. g __ o; r 685 680 _ ---- - - - c k \ 675 .v} - -- -- - m m 670 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 1rf� - ry WI v 138+25 690 685 680 675 670 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 138+50 690 685 680 -100 -80 -60 wl F� 690 685 680 -40 -20 0 138+75 20 40 60 80 ®����®®:�i®�"' 690 685 680 675 670 690 685 680 100 690 685 680 -100 -80 -60 -40 -20 0 20 40 60 80 100 0 10 20 scaEE n FEET SHNC- IAT�L::f?'r 6�r ep�N•PpG ,W•DaB MW e4N All x i re civq 6+Rna IN VI l na mdYe,�`epdfyp�m �E' Yua SM1 PN9X ry,1 203 kNge MB Pe GX, PXe Sd6 � �'��` �»�- DRP Vu xY: M DiE: 06 -1> -Ola JOHNSON COUNTY nJECi HUMBER 11232'!-1 CROSS SECTIONS -MOSS RIDGE ROAD EEi A 2 toiP'_ sxEErs aEcxED zr. �o nP.E: os-n-zc�a uvD 690 685 680 675 wl �I 140+00 uuu 690 685 680 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 ono 690 685 680 139+75 oyo 690 685 680 675 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 139+50 695 - 690 685 680 7 695 690 685 680 6 5 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 r 139+25 to go REIM 68P- ' s« E j I 139+00 -140 -120 -100 -80 -60 -40 -20 M SCALE IN vEET IIS TLJ AT TTIn�.I E YC R� w ov, K � M•R� A ftp, y Im NU �.�w � � � � � pRAYN pY� CEM DniE� 06 -I] -20!a -OHNSON COUNTY RROAC' NpMHER 11232]4 CROSS SECTIONS - MOSS RIDGE ROAD SNOE• I Sfi.E'S TLV.ereX VlNle®P elelc nknya•9bnnYBbe,LQ*® IL fatal xw-eoaa'Eu (31W 95nE921 EeEEKEp an roe mTE. o6-n-zo,a , ---- X.13 — oyo 690 685 680 675 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 139+50 695 - 690 685 680 7 695 690 685 680 6 5 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 r 139+25 to go 690 685 680 67Mr t-'30 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 u.il REIM 68P- ' s« --68 p i -280 -260 139+00 690 685 680 67Mr t-'30 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 u.il REIM ~� -300 -280 -260 139+00 -140 -120 -100 -80 -60 -40 -20 M 690 685 680 675 690 685 680 675 REIM -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 690 685 680 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 p ,s SCALE IN vEET IIS TLJ AT TTIn�.I E YC R� w ov, K � M•R� A ftp, y Im NU �.�w � � � � � pRAYN pY� CEM DniE� 06 -I] -20!a -OHNSON COUNTY RROAC' NpMHER 11232]4 CROSS SECTIONS - MOSS RIDGE ROAD SNOE• I Sfi.E'S TLV.ereX VlNle®P elelc nknya•9bnnYBbe,LQ*® IL fatal xw-eoaa'Eu (31W 95nE921 EeEEKEp an roe mTE. o6-n-zo,a X.13 695 690 685 141+00 695 680 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 W1 1404 690685 680 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 695 690 685 680 140+50 69q -t 60�P, 6RRI 0 20 40 60 80'x: `x100 �V t_ ---W 695 M , 695 690 685 680 20 40 60 80 100 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 695 690 685 680 wl 140+25 695 690 685 680 675 20 40 60 80 100 695 690 685 680 675 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 ➢ d➢ IS 2C 4'Q xe,EE In EEEi ➢RB VN BT. �.. UniE� PROJECT FCM3ER SHEET TOTAL EL �r Cxb1 fOgEa lA ` Iwm qty, V. Oea MaR.e, N SNtB#1811&y. YIC. 283M1 I'MIIy1B DINd, pxH CM1y, bae B12i5 t6-!>-EBIA Np. SHEETS SHIVC-HA C.� NBmpaR, tgcu R`cumyga iPC.-0W`Ft.=:Fenl n:ecREnB Br mA JOHNSON COUNTY 237-0 GROSS SECTIONS -MOSS RIDGE ROAD %14 A E C n I I E C iV t C. E N G III E EE! na I 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 695 690 685 680 wl 140+25 695 690 685 680 675 20 40 60 80 100 695 690 685 680 675 675 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 ➢ d➢ IS 2C 4'Q xe,EE In EEEi ➢RB VN BT. �.. UniE� PROJECT FCM3ER SHEET TOTAL EL �r Cxb1 fOgEa lA ` Iwm qty, V. Oea MaR.e, N SNtB#1811&y. YIC. 283M1 I'MIIy1B DINd, pxH CM1y, bae B12i5 t6-!>-EBIA Np. SHEETS SHIVC-HA C.� NBmpaR, tgcu R`cumyga iPC.-0W`Ft.=:Fenl n:ecREnB Br mA JOHNSON COUNTY 237-0 GROSS SECTIONS -MOSS RIDGE ROAD %14 A E C n I I E C iV t C. E N G III E EE! na V 695 690 685 283+50 co rn �n Mi -40 -20 0 20 40 695 690 685 co o L2f4+UU in i 690 `o a' _ - 690 m 10 r 685 �° fO 685 -40 -20 0 20 40 690 _ — 685 - -40 -20 —_I N _ - - - 690 00 pa- 685 0 20 40 690 _ coo `o 690 685 685 40 -20 0 20 40 SFIIV--FIATTE-RY GHCIXE➢RAW4 BY CEM ➢ATE - - - rtnivn ti , e;aeopm a , GwaDa a fsel Bs�.amV � FM Yli9) aw-ee2r – BY: laB ➢AiE .A2 JOHNSON CDUNTY 1.:.-T NUMBER � 112327-1 a c zr, �EEr SHEET I TOTAL CROSS SECTIONS- HIGHWAY I SIDEWALK X.15RV. SHEETS � t.s Uj 7 COT ca c^ 695 690 685 283+50 co rn �n Mi -40 -20 0 20 40 695 690 685 co o L2f4+UU in i 690 `o a' _ - 690 m 10 r 685 �° fO 685 -40 -20 0 20 40 690 _ — 685 - -40 -20 —_I N _ - - - 690 00 pa- 685 0 20 40 690 _ coo `o 690 685 685 40 -20 0 20 40 SFIIV--FIATTE-RY GHCIXE➢RAW4 BY CEM ➢ATE - - - rtnivn ti , e;aeopm a , GwaDa a fsel Bs�.amV � FM Yli9) aw-ee2r – BY: laB ➢AiE .A2 JOHNSON CDUNTY 1.:.-T NUMBER � 112327-1 a c zr, �EEr SHEET I TOTAL CROSS SECTIONS- HIGHWAY I SIDEWALK X.15RV. SHEETS Prepared by: Denny Gannon, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5142 RESOLUTION NO. 14-182 RESOLUTION SETTING A PUBLIC HEARING ON JUNE 17, 2014 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE MOSS RIDGE ROAD PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. WHEREAS, funds for this project are available in the Moss Ridge Road account # S3802. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 17th day of June, 2014, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 10th day of .Tune , 2014. MAYOR Approved b /� y ATTEST CITY CLERK ) y. E � � City Attorney's Office pwengimasters\setphd oc ll11 Resolution No. 14-182 Page, 2 It was moved by Dickens and seconded by Resolution be adopted, and upon roll call there were: AYES: RS ElkiT: the Botchvvay Dickens Dobyns Hayek Mims Payne Throbmorton NOTICE TO BIDDERS MOSS RIDGE ROAD PROJECT — HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 8th day of July, 2014. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 15th day of July, 2014, or at special meeting called for that purpose. The Project will involve the following: 31 -foot wide new PCC Roadway approximately 2,100 -feet from Highway 1 to proposed Moss Ridge Campus at Rapid Creek Preserve Subdivision. Project also includes Highway 1 improvements, 8 -ft walk, traffic signals and interconnect, three driveway connections, sanitary sewer, water main, stormwater system, and detention basin renovations. All work is to be done in strict compliance with the plans and specifications prepared by Shive- Hattery, Inc., of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and mainte- nance of said Project, if required, pursuant to the provisions of this notice and the other contract documents_ Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. 112327-1 AF -1 The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Work occurring during 2014 on Moss Ridge Road shall include the following components: sanitary sewer, earthwork rough grading, storm sewer, box culvert placement, temporary seeding and erosion control. Work occurring during 2014 on Highway 1 shall include the following components: 10'x5' box culvert extension (STA 1087+00), east side pavement widening (STA 93+40 to STA 106+40; Stage 1a), completion of shop drawing process to facilitate ordering of traffic signalization and interconnect components, temporary seeding and erosion control. The remaining project components are to be completed during 2015. The late start date for the Work is August 4, 2014, and must be completed within 150 working days. Incentive Payment: $1,500 per working day (up to a maximum of $30,000). Liquidated Damages: $1,500 per working day. The late start date for the Highway 1 east side pavement widening (STA 93+40 to STA 106+40; Stage 1a) work is August 4, 2014, and must be completed within 32 working days. This portion of the work is also subject to incentive payments and liquidated damages as follows: Incentive Payment: $1,500 per working day (up to a maximum of $30,000). Liquidated Damages: $1,500 per working day_ The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifi- cations and form of proposal blanks may be secured at the Office of City of Iowa City, City Engineer's office, by bona fide bidders. A $50 refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the 112327-1 AF -2 form of a check, made payable to the City of Iowa City. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239- 1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcon- tract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quanti- ties, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully re- quired under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK 112327-1 AF -3 Prepared by. Denny Gannon, Ass't. City Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5142 RESOLUTION NO. 14-199 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE MOSS RIDGE ROAD PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH NOTICE TO BIDDERS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held, and WHEREAS, funds for this project are available in the Moss Ridge Road Project account # S3802. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 2:30 p.m. on the 8°i day of July, 2013. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 151" day of July, 2014, or at a special meeting called for that purpose. Passed and approved this 17th day of June _,2014 MAYOR ` ATTEST: ln,R) -,,� � 1 CITY C-LERK pwenglrnaslers\resappp&s-doc 5/14 Approved by C� �E City Attorney's Office (--• rr�_ Resolution No. 14-199 Page 2 It was moved by Mims and seconded by Dickens the Resolution be adopted, and upon roll call there were: AYES: NAYS: x Botchway x Dickens x Dobyns x Hayek x Mims x Payne x Tlsrogmorton DOCUMENT 00 0491 ADDENDUM NO. 1 DATE: July 3, 2014 PROJECT NAME Moss Ridge Road Project — Highway 1 to Moss Ridge Campus at Rapid Creek Preserve This Addendum forms a part of the bidding and contract documents. This Addendum supersedes and supplements all portions of the original bidding and contract documents dated June 17, 2014 with which it conflicts. ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE PROVIDED ON THE PjD FORM. FAILURE TO DO SO MAY SUBJECT THE BIDDER TO DISQUALIFICATION, r ,• ._� � ink A. BIDDING REQUIREMENTS 1. DOCUMENT FP -1 —FORM OF PROPOSAL: a. REPLACE the Form of Proposal with the attached version. B. SPECIFICATIONS Section 01025 —Measurement and Payment a. REVISE the last sentence of the "Clearing and Grubhing' description to read as follows: "Stream crossings, new field fence and corner posts, and the cleaning of an existing beehive intake (Sheet A.03) is also incidental to this item." b. REVISE the name of Bid Item 49 and #10 to reflect Class 3i Durability. Items to read `Standard or Slip Form Portland Cement Concrete Pavement, Class C, Class 3i Durability, 9 In.", and "Standard or Slip Form Portland Cement Concrete Pavement, Class C, Class 3i Durability, 101n." C. REVISE the name of Bid Item #17 to reflect PG 64-28 Binder. Item to read "Asphalt Binder, PG 64-28" d. REVISE the name of Bid Item 460 to reflect "Class E" revetment. Item to read "Revetment, Class E" C. DRAWINGS Sheet A.00 — Cover Sheet a. REPLACE sheet with attached version. 1) Updated the "Standard Road Plan" table: DELETE BA -401 and RM -42. ADD EW -401, SW -301, and TC -601. UPDATE the standard road plan "dates" to bring current for all item listed. 2. Sheet A.08 — Site Preparation and Demolition a. CLARIFICATION: An existing sanitary locator valve is shown on Sheet A.08 (valve symbol furthest from Highway I roadway). This valve is to be relocated as noted to a location approximately 7.5 -feet closer to the roadway (the second symbol shown on the plan view), which is represented by the northing and easting coordinates provided. Valve is being relocated outside new sidewalk. 3. Sheet A.09 — Site Preparation and Demolition a. REPLACE sheet with attached version. 1) REVISE plan notes to provide additional information about the sanitary 112327-1 000491-1 DOCUMENT 00 0491 ADDENDUM NO. 1 manhole adjustment and the requirement to maintain lift station access. 4. Sheet C.01, C.02, and C.03 — Estimated Project Quantities a. REPLACE sheets with attached versions. 1) REVISE name, item code for Bid Item 49, 910 to reflect Class 3i. 2) REVISE name and item code for Bid Item #60 to reflect Class E Revetment, and update quantity. 3) REVISE division quantity for Bid Item 4163 (Sidewalk, PC Cone., 6 In.). 4) REVISE quantities for Bid Ttem #29, 453, #67, #69, and #72. 5) REVISE the item code for Bid Item #98 (Turf Reinforcement Mat), and update the quantity_ Sheet C.04, C.06 and C.07 — Estimate Reference a. REPLACE sheets with attached versions. 1) REVISE description of Bid Item #1 (Clearing and Grubbing). 2) REVISE description of Bid Item #60 (Revetment, Class E), 3) REVISE description of Bid Item #63 (Sidewalk, PC Concrete, 61n.). 4) REVISE description of Bid Item #66 (Driveway, PC Concrete, 7 In_). 5) REVISE description of Bid Item 476 (Traffic Control). 6) REVISE description of Bid Item 1189 (Spec. Comp. Subgrade-Sidewalk). 7) REVISE item code for Bid Item 498 (Turf Reinforcement Mat). 8) ADD plan note referencing Measurement and Payment specification section for further bid item information. 6. Sheet D.03 and D.04 —Highway 1 Paving Plan and Profile a. REPLACE sheets with attached versions. 1) REVISE plan and profile to include field entrance and culvert on the west side of Highway 1, including additional revetment and revised ditch grades and alignment. Sheet J.0I — Staging / Traffic Control Plan a. REPLACE sheet with attached version. 1) REVISIT Moss Ridge Road Staging Note 411 to include clarification of sanitary sewer work required in 2014, and indicate that settlement plate installation on Moss Ridge Road is included in the 2014 rough ding. 2) ADD Moss Ridge Road Staging Note 416 to indicate pedestrianpath closures required on new sidewalk construction until opF it to trafTc. „. _ I Shcet J.07 — Staging / Traffic Control Plan — Post Stage 1 A C n a. REPLACE sheet with attached version- -< Fi o Sheet L.04, L.05 and L.06 —Jointing Details — Moss Ridge Road? a. REPLACE sheets with attached versions. ' r I) REVISE pavement legend to reflect correct pavement dVpths. _D 2) REVISE sidewalk panel width dimensions. 3) ADD division information to pavement legend on Sheet L.06. 10. Sheet MS.03 - Sanitary Sewer Plan and Profile a. REPLACE sheet with attached version. 1) REVISE profile hatch around dual 48" storm sewer pipes to show 112327-1 000491-2 DOCUMENT 00 0491 ADDENDUM NO. 1 "Class 1 Crushed Stone" backfill zone to bottom of sanitary sewer pipe. 11. Sheet MS.06 — Sanitary Sewer Plan and Profile a. REPLACE sheet with attached version. 1) ADD plan note regarding access to existing lift station. 2) REVISE structure dimension of Existing SMH 1 on profile view, 12. Sheet N.02 —Pavement Marking Quantities a. REPLACE sheet with attached version. 1) REVISE quantities and stationing in tables. 13. Sheet N.03 —Traffic Signage Quantities a. REPLACE sheet with attached version. 1) REVISE quantities and locations of signs in tables. 14. Sheet N.13, N.15, N.17, and NA 8 — Striping and Signage Plan a. REPLACE sheets with attached versions. 1) ADD relocation of existing signs on Sheet N.13. 2) REVISE location of signs and pavement markings. 15. Sheet 5.02 — IIighway I Sidewalk Plan and Profile a. REPLACE sheet with attached version. 1) ADD station equation for sidewalk alignment. 16. Sheet U.04 — Lift Station Access a. REPLACE sheet with attached version. 1) ADD pavement dimensions. 2) REVISE reference note for sanitary manhole adjustment. 17. Sheet U.05 — Detail Sheet a. REPLACE sheet with attached version. 1) REVISE revetment class. 18. Sheet U.06—Detail Sheet a. REPLACE sheet with attached version. 1) ADD rim and invert information for existing storm intake structure. 19. Sheet U.09—Basin Details a. REPLACE sheet with attached version. l) Surface information was missing from previously issued plan view. Prepared By: Shive-IIattery, Inc. ry Josi4b. Bilskemper, PE �.-� i •- - License No. 18697 -a w My license renewal date is December 31, 2015. END OF DOCUMENT 00 0491 to 112327-1 000491-3 Printer's Fee $ I ` 1 OFFIciaL PUBLICATION NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, CERTIFICATE OF PUBLICATION FORM OF CONTRACT AND ESTIMATED COST FOR THE MOSS RIDGE ROAD PROJECT STATE OF IOWA, IN THE CITY OF CIN, TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO JOHNSON COUNTY, SS! OTHER INTERESTED PERSONS' Puglic notice is hereby given that the City Council of the City of Iowa THE IOWA CITY PRESS -CITIZEN City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost for the Construction of me FED.ID#42-0330670 Nwss Ridge Road ad Project in said 1 city at 7'.00 p.m. on the 17TH day of <--1I1��r June, 2014, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 E. Washington Street in said city, or if said meeting beingdui sworn, may that I am is cancelled, at the next meeting of y rnthe Cit, Council thereafter as post - the legal clerk of the IOWA CITY ed by me City Clerk. Said plans, specifications, form of PRESS -CITIZEN, a newspaper contract and estimated cast are now on file in the office of the City published in sold county, and Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any that a notice, a printed copy of interested persons. Any interested persons may which is hereto attached, was appear at said meeting of the City Council for the purpose of making published in said paper objections to and comments cam cerning said plans, specifications, time(a), on the following date(s): contract or the cost of making said improvement. This notice is given by order of /} ) the City Council�of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK L1 , b aw-oco�o�oz June 12, 2014 Legal Clerk Subscribed and sworn to 5:WL I Notary Public wPpIAZ ' RACHEL SHALLA Wo � Commission Number781715 "I'l' Z My Commission Expires 'owP 12/06/2016 r--...,. ,: rt Printer's Fee $ S `� ' — CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 i I, being duly sworn, say that I Am the legal clerk of the IOWA CITY PRESS-CMZBN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper L — timill on /I the following date(s): Legal Clerk r Subscribed and sworn to before me this_ day of j= D.20 p Notary Public vry, nt Rd CHEL SHALLA �Corrrnisslon Neal 18171a Idy Commission expires ���- 9210612016 OFFICIAL PUBLICATION OFFICIAL PUBLICATION NOTICE TO BIDDERS Moss Ridge Road shall include the MOSS RIDGE ROAD PROJECT - following components: sanitary HIGHWAY 1 TO MOSS RIDGE sewer, earthwork rough grading, CAMPUS AT RAPID CREEK storm sewer, box culvert place - PRESERVE mart, temporary seeding and ero- Sealed proposals will be received sion control. by the City Clerk of the City of Iowa Work occurring during 2014 on City, Iowa, until 2:30 RM. on the Highway 1 shall include the follow - 8th day of July, 2014. Sealed pro- ing components: 10'x5' box culvert posals will be opened immediately extension (STA 1087+00), east side. thereafter by the City Engineer or pavement widening (STA 93+40 to designee. Bids submitted by fax STA 106+40; Stage la), completion machine shall not be deemed a of shop drawing process to facili- "sealed bid" for purposes of this tate ordering of traffic signalization Project. Proposals received after and interconnect components, tem - this deadline will be returned to the porary seeding and erosion control. bidder unopened. Proposals will be The remaining project components acted upon by the City Council at a are to be completed during 2015. meeting to be held in the Emma J. The late start date for the Work is Horvat Hall at 7:00 P.M. on the 15th August 4, 2014, and must be com- day of July, 2014, or at special plated within 150 working days_ meeting called for that purpose. Incentive Payment: $1,500 per The Project will involve the follow- working day (up to a maximum of ing: $30,000). 31 -foot wide new PCC Roadway Liquidated Damages: $1,500 per approximately 2,100 -feet from working day. Highway 1 to proposed Moss The late start date for the Highway Ridge Campus at Rapid Creek 1 east side pavement widening (STA Preserve Subdivision. Project 93+40 to STA 106+40; Stage 1a) also includes Highway 1 improve- work is August 4, 2014, and must be ments, I walk, traffic signals completed within 32 working days, and interconnect, three driveway This portion of the work is also sub - connections, sanitary sewer, ject to incentive payments and liqui- water main, stormwater system, dated dama@es as follows: and detention been renovations. Incentive Payment $1,500 per All work is to be done in strict working day (up to a maximum of compliance with the plans and $30,000). specifications prepared by Liquidated Damages: $1,500 per ShiveHattery, Inc., of Iowa City, working day. Iowa, which have hereto -fore been The plans, specifications and pro - approved by the City Council, and posed contract documents may be are an file for public examination in examined at the office of the City the Office of the City Clerk. - Clerk. Copies of said plans and Each proposal shall be completed specifications and form of proposal on a form furnished by the City and blanks may be secured at the Office must be accompanied in a sealed of City of Iowa City, City Engineer's envelope, separate from the one office, by bona fide bidders. containing the proposal, by a bid A $50 refundable fee is required bond executed by a corporation for each set of plans and specifica- authorized to contract as a surety tions provided to bidders or other in the State of Iowa, in the sum of interested persons. The fee shall be '10% of the bid. The bid security in the form of a check, made pay - shall be made payable to the able to the City of Iowa City. TREASURER OF THE CIN OF Prospective bidders are advised IOWA CITY, IOWA, and shall be that the City of Iowa City desires to forfeited to the City of Iowa City in employ minority contractors and the event the successful bidder subcontractors on City projects. A fails to enter into a contract within listing of minority contractors can ten (10) calendar days of the City be obtained from the Iowa Council'saward ofthecontract and Department of Inspections and post bond satisfactory to the City Appeals at (515) 281-5796 and the ensuring the faithful performance Iowa Department of Transportation of the contract and maintenance of Contracts Office at (515) 239-1422. said Project, if required, pursuant Bidders shall list on the Form of to the provisions of this notice and Proposal the names of persons, the other contract documents. Bid firms, companies or other parties bonds of the lowest two or more with whom the bidder intends to bidders may be retained for a peri- subcontract. This list shall include od of not to exceed fifteen (15) the type of work and approximate calendar days following award of subcontract amount(s). the contract, or until rejection is The Contractor awarded the con - made. Other bid bonds will be tract shall submit a list on the Form returned after the canvass and of Agreement of the proposed sub - tabulation of bids is completed and contractors, together with quanti- repohed to the City Council_ ties, unit prices and extended dol - The successful bidder will be lar amounts_ required to furnish a band in an By virtue of statutory authority, amount equal to one hundred per preference must be given to prod - cent (100%) of the contract price, nets and provisions grown and coal said bond to be issued by a produced within the State of Iowa, responsible surety approved by the and to Iowa domestic labor, to the City, and shall guarantee the extent lawfully required under lova prompt payment of all materials Statutes. The Iowa reciprocal resi- and labor, and also protect and dent bidder preference law applies save harmless the City from all to this Project_ clams and damages of any kind The City reserves the right to caused directly or indirectly by the reject any or all proposals, and also of of the contract, and shall rol l - reserves the right to waive Kroll also guarantee the maintenance of also calities and irregularities. the Improvement for a period offive Published upon order of the City (5) years) from and after its com- Council of Iowa City, Iowa_ pletion and formal acceptance by the City Council_ MARIAN K KARR, CITY CLERK The following limitations shall apply to this Project: June 23, 2014 Worl< occurring during 2014 on FORM OF PROPOSAL MOSS RIDGE ROAD PROJECT— HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE /BACK COVER OF THIS DOCUMENT. Name of Bidder 5 t{t 6 Cil nS/-/-t.,i bot) c l, 1 1 L Address of Bidder V- (1- TJX TO: City Clerk 70L�r4 City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 1 � (`am C `fiI -T4 .S2-ZY6 r'' The undersigned bidder submits herewith bid security in the amount of $ to °,/ , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda f , and , and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. 112327-1 FP -1 ITEM DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 CLEARING AND GRUBBING EXCAVATION, CLASS 10, ROADWAY AND BORROW TOPSOIL, STRIP, SALVAGE AND SPREAD MODIFIED SUBBASE GRANULAR SHOULDERS, TYPE A PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 6 IN. RELOCATION OF MAIL BOXES PAVEMENT SCARIFICATION STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 31 DURABILITY, 9IN. STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3i DURABILITY, 10 IN. MEDIAN, P.C. CONCRETE, 4IN. PAY ADJ INCENTIVEIDIS INCENTIVE FOR PCC PAVEMENT THICKNESS (BY SCHEDULE) HOT MIX ASPHALT MIXTURE (3,600,000 ESAL), BASE COURSE, 112 IN. MIX HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), INTERMEDIATE COURSE, 1/2 IN, MIX HOT MIX ASPHALT MIXTURE (3,000,000 ESAL), SURFACE COURSE, 1/2 IN. MIX, FRICTION L-2 ASPHALT BINDER, PG 58-28 ASPHALT BINDER. PG 64-28 PAY ADJ INCENTIVE/DISINCENTIVE FOR HMA MIXTURE LABORATORY VOIDS (FORMULA - BY PAY FACTOR) PAY ADJ INCENTIVE/DISINCENTIVE FOR HMA MIXTURE FIELD VOIDS (FORMULA - BY PAY FACTOR) HOT MIX ASPHALT, DRIVEWAY TEMPORARY PAVEMENT SURFACING, DRIVEWAY, CLASS A CRUSHED STONE PAY ADJ INCENTIVE/DISINCENTIVE FOR PCC PAVEMENT SMOOTHNESS (BY SCHEDULE) PAY ADJ INCENTIVE/DISINCENTIVE FOR HMA PAVEMENT SMOOTHNESS (BY SCHEDULE) REMOVALS, AS PER PLAN REMOVAL OF SIGN APRONS, CONCRETE, 12 IN. DIA. APRONS, CONCRETE, 15 IN. DIA. APRONS, CONCRETE, 36 IN. DIA. APRONS, CONCRETE, 42 IN, DIA_ APRONS, CONCRETE, 48 IN. DIA. APRONS, METAL 112327-1 FP -2 UNIT QUANTITY UNIT PRICE TOTAL PRICE 666�v [ $ "1 Geo' 6,) ACRE 10 $ clgf 7(�i'U`" CY 71,500 $ 0� Z� '-f S Ilq CY CY 10,600 4,325 $ � q7 6 $1j,� S f $ 7�. U>°a $-Z, 26(3 OG TON SY 110 1,325 $ $ �� 5 $ 9 •75 EACH 1 $ 275.OK1 p cC BY 1,210 $[)-I S SY 8,850 (C)1.yI�' UUJ�C $�I $ SY 4,270 $ ` 5� au SY 436 $ {0�0 $L1J'� • �+ EACH 11,808 $ 1,)00 S 11,808.00 �! ' 6c; dQ TON 470 $ $i TON 460 $ $ $ TON TON 580 30 $ $6 S TON 65 $ 7L5, 51`1 EACH 755 $ 1.00 $ 755.00 EACH 755 $ 1.00 i $ 755.00 SY 475 $ 56• IL $ 12N6 I SY 235 '�] S 5' 1 , f a C1 $ •S TON 26 $ 30. 00 $J1j5', p U EACH 6,638 $ 1.00 $ 6,638.00 EACH 1,515 $ 1.00 �S6dQ� $ 1,515.00 $ 66c),00 ITS EACH EACH 1 16 $ $ 1Z0,CO $ f1 o, EACH 1 SV $ + SSV • 60 EACH 1 $ �f �GO'�C $ EACH 6 $ .2,3LL1 $ aQQ OC EACH 1 $ 2 pO q 2 $ (jo ,dO EACH 2 $ EACH 3 �r15� �V $1 r $ ) I f (�i1 -5. 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 112327-1 FP -3 EACH 9 7 cy 00 $ J) IJU. 5 ��I___U MANHOLE, SANITARY SEWER, SW -301,48 IN. N "I,000.00 MANHOLE, STORM SEWER, SW -401,48 IN EACH 3 $Z10 " $ MANHOLE, STORM SEWER, SW 401, 96 IN. EACH 1 $ 6,960. $ 4�Q • MANHOLE, STORM SEWER, SW -404 EACH 2 $ VI 6d0 • 'v $ 15, 00c, EACH 3 $�Qu $ 6-00-00 INTAKE, SW -509 00 INTAKE, SW 510 EACH 8 $ 0,00 $ 00Q INTAKE, SW -512,18 IN. EACH 2 $� G0 $ 21 2 &c d1. 1 $u S C L1' d INTAKE, SW 51Z 24 IN. EACH da INTAKE, SW -513 EACH 1 $C1„d4.U” $ CJ00, d° 120' Q7 20o' MANHOLE ADJUSTMENT, MAJOR EACH 1 $ $I CONTINUOUS TRENCH DRAIN (500-20) LF 270 $ i®. $`_" (` -! Q0 Ct3Q $ SUBDRAIN, LONGITUDINAL, (SHOULDER) 6IN. DIA, LF 4,175 $ J SUBDRAIN OUTLET (RF -19C) EACH 16 ,qn S00 �l $ 1; SUBDRAIN OUTLET (RE -19F) EACH 9 rJ�. $ 1W.6 /00 $ r 16 0. 20 $ LL ��jj, 0 � (� $ be STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), 12 IN. LF oc 18 IN. LF 185 CO $� $ �� STORM SEWER GRAVITY MAIN, TRENCHED, (HDPE), . CO L7� STORM SEWER GRAVITY MAIN, TRENCHED, (PVC), 12 IN. LF 60 $ ; $-2,2.21Al C STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D % C%" s15 d (CLASS III), 12 IN. LF 73 $ $r STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D LF 495 00 $ ��� 7��� S L (CLASS III), 15 IN. STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D @ (c $• (CLASS III), 24 IN. LF 110 $ STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D III), 36 IN. LF 169 $ q3 ,o $ i �7i'7. Lo (CLASS STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D ` �0 00 (CLASS III), 42 IN. STORM SEWER GRAVITY MAIN, TRENCHED, (RCP), 2000D LF 123 11"7`0 $ (J O0 o (CLASS III), 48 IN. LF 255 $ STORM SEWER GRAVITY MAIN, TRENCHED, (RCAP), 2000D7 (CLASS A -III), 44 IN. X 27 IN. LF 26 t o $ j 10 r SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 8IN. LF 155 $ s f7C 6� IJ I C CC-dp $-1 rtCC>>J SANITARY SEWER GRAVITY MAIN, TRENCHED, (PVC), 24 IN, LF 2,087 $ . J- CY 12 $ yo. $Jy_�_iL' FLOWABLE MORTAR nn REVETMENT, CLASS E TON 1,730 $� �0 $ 4 &r 80 $ Lf $ - r/V REVETMENT, CLASS D TON :15 7 r7•`0 ,02�4I REMOVAL OF PAVEMENT SY 4,170 $ $ [ SIDEWALK, P.C. CONCRETE, 6IN. SY 2,320 $ 5o,00 !r SIDEWALK, P.C. CONCRETE, 8IN. SY 75 $ $2 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 1,506 $ • 0 O $1��-� '�/U $ DRIVEWAY, P.C. CONCRETE, 7IN. SY 375 $4 •�j�fO C e POSTS, STEEL, AS PER PLAN EACH 15 $ / G2) • $ =2 4336 � y5G WOOD POSTS FOR TYPE A OR B SIGNS, 4IN. X 6 IN. LF 130 $ $ 112327-1 FP -3 112327-1 FP -4 �/ S Zi iJtl C� 69 TYPE A SIGNS, SHEET ALUMINUM SF 112 S2; f6e,A00 70 TRAFFIC SIGNALIZATION LS 1 1 $ $ !� Q'W S'I6C}L�JQ.� $ T?�Q�L1 •� 71 CONSTRUCTION SURVEY LS SZ $ 21 r� 72 PAINTED PAVEMENT MARKINGS, DURABLE STA 219.29 $ (( ED l56 • rr nLY 73 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 22 $ . S •) 74 TEMPORARY FLOODLIGHTING LUMINAIRE EACH 2 S 00 $� 75 TEMPORARY TRAFFIC SIGNALS EACH 2 $ �` 00$0o,60 $ 1 00 LS 1 $ � 76 TRAFFIC CONTROL 60 $ � G� oo.� 77 FLAGGERS EACH EACH 4 2 S ,'56,6 S r�'i�i $ oa G� 78 PILOT CARS LS 1 $ (/75 mo Oo5 175 oz 79 MOBILIZATION v-)2—� `380 s 21 MILLED SHOULDER RUMBLE STRIPS, HMA SURFACE STA 16 $ 0(i ' 81 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 12INLF 2,050 �' $ 211o0�00 $�_ 66,00�11 62 VALVE, GATE, DIP, 121N. EACH 9 7 $ 611 w $�ba' S (N S ,- e0• 83 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 c� $ 2, oc $ 2Vo,&Q 84 HYDROSEEDING ACRE (%�' mo.. 85 TEMPORARY SEEDING ACRE 10 $ 1 $ $%q�—O 86 HYDRIC SOIL, STRIP, SALVAGE 1 STOCKPILE CY 188 S I�qC 87 CURB INLET FILTER EACH 10 .a6 S l� D� 5ii.e� C 0 BSO 88 STEEL CASING, 32-IN. DIA. (0.375-IN. WALL) LF 36 $ �G�i'SO $ �f ' 89 SPECIAL COMPACTION OF SUBGRADE FOR SIDEWALK STA 3 $ �"� � $ VG'0© 7 i US� 90 COMPOST FILTER TUBE, 12-INCH DIA. t SILT FENCE LF 6,515 $ 4 ] $ • �u 91 CLEAN-OUT OF COMPOST FILTER TUBE! SILT FENCE LF 8,570 $ aG� S 2 4Z .. ` 92 REMOVE COMPOST FILTER TUBE 1 SILT FENCE LF 8,570 5 5 j7� � LS 1 $ 93 10 FT.XSFT. BOX CULVERT (�'GU$ �6; Q4aIo �61 Ga+c9 94 10 FT. X 5 FT. BOX CULVERT EXTENSION LS 1 $ I $ 5 000.10 95 WATER MAIN, CATHODIC PROTECTION, DIP 121N, LF 400 $ �y9 96 INTAKE PROTECTION BAG/ FILTER SACK EACH 6 111 Ci.oJ 5_ JI C • p!a $ S f 60, $ 1,B2, 2 97 MACADAM STONE SLOPE PROTECTION SY 00 $ lU )1 a $ , 98 TUBE REINFORCEMENT MAT SQ LF 2,900 2,055 , $ L $ G 99 SILT FENCE q l S 95• cO 100 DITCH CHECK (SYNTHETIC - HDPE) LF 525 $ .� et �� �l�I TOU Z��Odf7(l r 1��'j✓IIIQ 33/0 TOTAL BASE BID-h qI, J o I�� e Iw,B L'41))(use words) (figures) 112327-1 FP -4 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: n LLt1cl C0'154(ir-r®� KWIC)(D�GiV Asoc c,4eS (p, 00x, 00 Nei Ilei le CJ IGUw. NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. Firm:{e 1C1� �i�J ��4 Signature: Printed Name: 7e� Q S4r`e Title: Address: P. C, Bd jC ��/ I t5 LdaY,r%ievC <� 14 Phone: (31G) 33 8 —3 `f 98 Contact: L(%2 S -e-e 112327-1 FP -5 Bond No. 54201830 PERFORMANCE AND PAYMENT BOND Streb Construction Co., Inc., P.O. Box 3327, Iowa City, IA 52244-3327 as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and United Fire & Casualty Company (insert the legal title of the Surety) , as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obliges, hereinafter called the Owner, In the amount of Three Million Four Hundred Forty Thousand Three Hundred Thirty and 92!100 Dollars ($ 3,440,330.92 1 for the payment for which Contractor and Surety hereby bind themselves, their heirs, eXeoutors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of o4%gvUJ, 61 2014 , entered into a (d— written Agreement with Owner for the Moss Ridge Road Project — Highway 1 to Moss Ridge Campus at Rapid Creek Preserve; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by , which Agreement is by reference made a part hereof, and the agreed-upon work Is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory Completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surely may promptly remedy the default, or shall promptly- 1. Complete the project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient 112327-1 PS -1 funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used In this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the Improvements covered by this bond in good repair for a period of five (5) years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIOATION that the Principal and Surety, In accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, Including any of Principal's subcontrac- tars, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS (v DAY OF fiv�r.�1S 2014 IN THE PRESENCE OF: Streb Construction Co., Iqc. - R-C—�- Witness (title) Witness Cindy Bennett United Fire & Casughy)Compan i Diane R. Young (Tit 9) A orney,in-fact Holmes Murphy & A tociates, Inc. 3001 Westown Parkway (Street) 112327-1 P6-2 Des Moines, IA 50266-1321 (CRY, State, Zip) 223-6800 (Phone) UNITED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, LA Inquiries: Surety Department UNITED FIRE & INDEMNITY COMPANY, GALVESTON, TY 118 Second Ave SE un FINANCIAL PACIFIC INSURANCE COMPANY, ROCKLIN, CA Cedar Rapids, IA 52401 CERTIFIED COPY OF POWER OF ATTORNEY" 319-399-5494 (original on file at Home Office of Company — See Certification) KNOW ALL PERSONS BY THESE PRESENTS, That LINITED FIRE & CASUALTY COMPANY, a corporation duly organized and existing under the laws of the State of Iowa; UNITED FIRE & INDEMNITY COMPANY, a corporation duly organized and existing under the laws of the State of Texas, and FINANyyCIAL PACIFIC pp INSURANCE COMPANY, a corporagtion duly organized and existing under the laws of the State of California (herein KEV1IN011ectiveJ- KNUTSON, ORcalled the CJACQUELINE M- DEVINEand having their ,,reORatJODYd A. DECKER, itarters in efaARLLptINDIVIDUALLY does THE CEDAR rt RAPIDS, te and oint IA OFFICE, OR CRAIG E. HANSEN, OR JAY D. FREIERMUTH, OR BRIAN M. DEIMERLY, OR CINDY BENNETT, OR ANNE CROWNER, OR TIM MCCULLOH, OR STACY VENN, OR LACEY CRAMBLIT, OR SHIRLEY S. BARTENHAGEN, OR KYLEE HEUSI. OR DIONE R. YOUNG. ALL INDIVIDUALLY of DES MOINES IA their true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $10o, Ooo, 000. oo and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by UNITED FIRE & CASUALTY COMPANY, UNITED FIRE & INDEMNITY COMPANY", AND FINANCIAL PACIFIC INSURANCE. COMPANY. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15, 2013, by the Boards of Directors of UNITED FIRE & CASUALTY COMPANY, UNITED FIRE & INDEMNITY COMPANY, and FINANCIAL PACIFIC INSURANCE COMPANY. "Article VI — Surety Bonds and Undertakings" Section 2, Appointment of Attorney -in -Fact "The President or any Vice President, or any other officer of the Companies may, from time to time, appoint by written certificates attomeys-in-fact to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature_ The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby, such signature and seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies, to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys -in -fact, suhiect to the limitations set forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal of the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney-in-fact. "°... "Oj' IN WITNESS WHEREOF, the COMPANIES have each caused these resents to be signed by its ,,0�011NSV'o/.... P 1' SEAL . vice resident and its corporate seal to be hereto affixed this 15th da of Januar 2014 =a couo E r, o S cT oadoegr cm P rP Y Y. x coaroxnrE ro s VLVz UNITED FIRE & CASUALTY COMPANY SEAL '� 5EA1 '< i986 -yb' UNITED FIRE & INDEMNITY COMPANY FINANCIAL PACIFIC INSURANCE COMPANY „unmm�oc`` By, / State of Iowa, County of Linn, ss !� Vice President On 15th day of January, 2014, before me personally came Dennis J. Richmann to me known, who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa; that he is a Vice President of LINITED FIRE & CASUALTY COMPANY, a Vice President of UNITED FIRE & INDEMNITY COMPANY, and a Vice President of FINANCIAL PACIFIC INSURANCE COMPANY the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed leis name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. µ'ro Judith A. Davis eA °y Iowa Notarial Seal f� Notary Public D Commission number 173041 My commission expires- 4/23/2015 o My Commission Expires 4/23/2015 1, David A. Lange, Secretary of UNITED FIRE & CASUALTY COMPANY and Assistant Secretary of WITED FIRE & INDEMNITY COMPANY, and Assistant Secretary of FINANCIAL PACIFIC INSURANCE COMPANY, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Corporations this day of ,20 14 G11NSL'/n',. �k CONCIINfE> `� CU=RPOAAIE >� =¢; 2u0'.Yel SEAL SEAL = a 1986 e i2y`.0 �'c'<�''r `��11�P" Secretary, OF&C '''A,R���m�,` ,"'/",���"„`•••• ,�"�•••,••,< Assistant Secretary, OF&I/FPIC BPOA0049 0913 STREB-1 OP ID: CF K�'' CERTIFICATE OF LIABILITY INSUPtANICE ��'OW3112014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OP INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Si, AUTHORIZED REPRESENTATIVE OR PRODUCE'S, AND THE CERTIFICATE HOLDER, IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED, the pol loy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and condlNons of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER F hone: 319.393-5262 First Iowa Insurance Agency 4101 Glass RD NE, PO Box 997 Fax:319.393-3161 Cedar Rapids, IA 52409-0997 Robert L. Hammerberg _ o J<9fF. t107�- c. No Extrk talc Na): a[�A-.iiess: — NSURERISIAFFORDING 'OVERAGE NAICG INSURaRA. QBE 24414 INsuREO Streb Construction Co, Inc. PC Box 3327 INSURER as ACUITY _ _ 14154 wsuRERc: Iowa City, IA 52244 _ INSURER D : INSURER E INSURER F : f COVERAGES CERTIFICATE NUMBER' R=vfQImrM IMflMnco. THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTNITH STAN DING AN)' REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MW PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERNS, EXCLUSIONSANO CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. (NSR LTR 7ypE OF INSURANCE' INS POLICY NUMBER _ IMMJCDIYYI'1'1 IMMDDlYYyYL1 i LIMITS A LGENERAL LIAELITY EFCHOCCUR;EEN-C �e 1,000,000 XjeomntRaA- GENERAL. UAELITY X CC10275274 OIJOV2014101101(20'16 P.�ml2=3fEs ec:une�ce 5 100, DU L �._—_ _ aAlMsn+aDE LX OCCUR 11. IEDEXP (Ar .eonl 5 5,00 LPER3DMAL r, VVIN.URY i i,Do0,0o GEHERALAr 13REGATE $ 2,000,00 GEN'L AGGREGATELR GIT APPLES PERI % FP.bDUCi9-GONIPiGP.AC-G $ 2,000,00 PRO POLICY X PF �° AldUM061LE LFABILITY Cg616.I4E9 SINGLE tIMl7 I I Eaacaeert} g 1,000,00 A X ANYAUTO ,OBA0275274 01!0112014 OV0112015'�BODILY IN,URY(Per Parson) js- D,LLOIMNED � SCHEDULED a.UTOS AUTO' ' BODILY IN2URr Peraccider:ll S L WNE?NON-0 HIREDAUTOS A-UTOR u'S _( +X (UMBRELLA LWB)[ CO=(JF' �E9CH OCc:URP EP: 8 1D, 000,00 A EXCESS LIAR ICLAINIS Vu DE CCU0275274 01iOV2014 01)01/2015 FCS? ;nTE a_ 1D,DDp,OD OED I X 1 REreNTiON$ 10,000 I I WORXERS COMPENSATION AND EMPLOYERSLIABILITY I i SVC STkT01- 1 OTfi- X TORY IM, -R B C I N Aw RoPRETOR?ARTNE..,O;ECUnvE I 'NIA %32413 09101/2014 01101!20151 LEACH .;CcLn -. 500,00 - OFRCERWEMBEP EXCLUDED? :v Mandato :nN ry HI I EA ^mPLOYEE ; 500,00 r.L DI EPaE- A I'nstalla0on II de r6a en sr D yfRIPTIL'N OF OPERATIrd,?IS tat1+ LeasedfRented Equi _ _ I CC:10275274 01/01/2014 1 _E.L. 01!0112015 J,StAS.-FLILICY LIMIT S 500,00 Limit/Dad 200,000(50 A Fitr CC:10275274 01/0112094 01/0112015 L.imitilDed 250,000/25 DESCRIPTION OF OPERATIONS II-OCATIONS I Wi4CLES (Attach ACOM101,Addltional Remarks Schebule, if mere space is required) Moss Ridge Road. Project, Hwy 1 to Moss Ridge Campus,City of Iowa City and Shive-Hattery Inc. are included as additional insureds, City fax 319-356-5007, Shive-Hattery i'ax 319-354-6921 CITY052 City of louva City 400 East Washington Iowa City, IA 52240 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 'rHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZE❑ REPRESENTATNE R?�zet� L Na�.vvcP�ug� 988-2010 ACOIRD fiktI 40 (zU1DtUC) The ACDRD name and logo are registered marks of ACORD FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and Slreb Cwsr uCbf " ("Contractor"). Where a he City has prepared certain plans, specifications, proposal and bid documents dated the �� day of 20t� �, for the Moss Ridge Road Project — Highway 1 to Moss Ridge Campus at Rapid Creek Preserve, and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers b. "Standard Specifications for Highway and Bridge Construction," Series of 2012, Iowa Department of Transportation, as amended, C. Plans; d. Specifications and Supplementary Conditions; e. Notice to Bidders; f. Note to Bidders; g. Performance and Payment Bond; h. Restriction on Non -Resident Bidding on Non -Federal -Aid Projects; I. Contract Compliance Program (Anti -Discrimination Requirements); j. Traffic Signalization Supplemental Unit Prices Form k. Proposal and Bid Documents; and I. This Instrument. 112327-1 AG -1 The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): SQe A+tracked. 3 p a -q — 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. ,j DATED this day of A'& 120 t . CCS /r Contractor 44 By , ' d ' �Q` - B Mayor ATTEST: J� l� J �✓ C� City Clerk 112327-1 AG -2 (Title) V � P. ATTEST: (Title)C� (Comparfy Official) Approved By: City Attorney's Office MOSS RIDGE ROAD - IOWA CITY, IOWA CONTRACTOR - STREB CONSTRUCTION CO., INC. ADVANCED TRAFFIC CONTROL IOWA BRIDGE AND CULVERT LC Line _ _ # # Description Quantity UM Unit Price 79 Total Price 7 RELOCATION OF MAILBOXES 1.000 _ EA $ 275.00 $ 27500- 26 REMOVAL OF SIGN 16.000 EA $ 120.00 $ 1,920.00 67 POSTS, STEEL, AS PER PLAN 15.000 EA $ 152.00 $ 2,430.00 68 WOOD POSTS FOR TYPE A OR B SIGNS, 4'x 6' 130.000 LF $ 12.50 $ 1,625.00 69 TYPE A SIGNS, SHEET ALUMINUM 112.000 SF $ (21.75 $ 2,436.00 72 PAINTED PAVEMENT MARKINGS, DURABLE 219.280 STA $ '86.50 $ 21,160.52 73 PAINTED SYMBOLS& LEGENDS, DURABLE 22.000 EA $ 250.00 $ 5,500.00 74 TEMPORARY FLOODLIGHTING LUMINAIRE 2.000 EA $ 200.00 $ 400.00 75 TEMPORARY TRAFFIC SIGNALS 2.000 EA $ 8130.00 $ 1,600.00 76 TRAFFIC CONTROL 1.000 LS $ 31,900.00 $ 31,900.00 79 MOBILIZATION 1.000 LS $ 7,500.00 $ 7,500.00 80 MILLED SHOULD RUMBLE STRIPS, HMA SURFACE 16.000 STA $ 152.00 $ 2,432.00 Original Contract Cost $ 79,178.52 DELONG CONSTRUCTION INC IOWA BRIDGE AND CULVERT LC Line _ _ # # Description Quantity UM Unit Price 79 Total Price 1 _ _ CLEARING AND GRUBBING 10.000 _ AC $ 600.00 $ 6,000.00 2 EXCAVATION, CLASS 10 ROADWAY & BORROW 71,500,000 CY $ 8.60 $ 614,900.00 3 TOPSOIL, STRIP, SALVAGE & SPREAD 10,600.000 CY $ 4.24 $ 44,9.44.00 25 REMOVALS, AS PER PLAN (partial) 1.000 LS $ 5,540.00 $ 5,540.00 60 REVETMENT, CLASS E 1,730-000 TN $ 58.45 $ 101,118.50 61 REVETMENT, CLASS D 80.000 TN $ 47.15 $ 3,772.OD 62 REMOVAL OF PAVEMENT 4,170.000 SY $ 6.20 $ 25,854.00 79 MOBILIZATION )CONSTRUCTION ENTRANCE 1.000 LS $ 16,029.10 $ 16,029.10 86 HYDRIC SOIL, STRIP, SALVAGE, STOCKPILE 186.000 CY $ 50.00 $ 9,400.00 89 SPECIAL COMPACTION OF SUBGRADE FOR SIDEWALK 3.000 STA $ 600.00 $ 1,800.00 97 MACADAM STONE SLOPE PROTECTION 111.000 BY $ 11.10 $ 1,232.10 Original Contract Cost $ 830589.70 IOWA BRIDGE AND CULVERT LC Line _ _ # Description Quantity UM Unit Price Total Price 79 MOBILIZATION 1.000 LS $ 12,000.00 $ 12,000.00 93 10'x 5' BOX CULVERT 1.000 LS $ 122,000.00 $ 122,000.00 94 10'x 5' BOX CULVERT EXTENSION 1.000 LS $ 60,000.00 $ 60,000.00 Original Contract Cost $ 194,000.00 MOSS RIDGE ROAD - IOWA CITY, IOWA CONTRACTOR - STREB CONSTRUCTION CO., INC. CARTER A14D ASSOCIATES Line _ # Description Quantity UM Unit Price Total Price 25 REMOVALS, AS PER PLAN (Partial, pipe items only) 1.000 LS $ 7,250.00 $ 7,250.00 27 APRONS, CONCRETE, 12" DIA 1.000 EA $ 1,050,00 $ 1,050.00 28 APRONS, CONCRETE, 15" DIA 1.000 EA $ 1,100.00 $ 1,100.00 29 APRONS, CONCRETE, 36" DIA 6.000 EA $ 2,300.00 $ 13,800.00 30 APRONS, CONCRETE, 42" DIA 1.000 EA $ 2,500.00 $ 2,500.00 31 APRONS, CONCRETE, 48" DIA 2.000 EA $ 3,000,00 $ 6,000.00 32 APRONS, METAL 3.000 EA $ 575,00 $ 1,725.00 33 MANHOLE, SANITARY SEWER, SW -301, 48" 9.000 EA $ 3,700.00 $ 33,300.00 34 MANHOLE, STORM SEWER, SW -401, 48" 3.000 EA $ 3,000,00 $ 9,OOD.00 35 MANHOLE, STORM SEWER, SW -401, 96" 1.000 EA $ 6,400.00 $ 6,400.00 36 MANHOLE, STORM SEWER, SW -404 2.000 EA $ 9,000.00 $ 18,000.00 37 INTAKE, SW -509 3.000 EA. $ 5,200,00 $ 15,600.00 38 INTAKE, SW -510 8.000 EA $ 6,000,00 $ 48,000.00 39 INTAKE, SW -512, 18" 2.000 EA $ 1,100,00 $ 2,200.00 40 INTAKE, SW -512,24" 1.000 EA $ 1,300.00 $ 1,300.00 41 INTAKE, SW -513 1.000 EA $ 4,000.00 $ 4,000.00 42 MANHOLE ADJUSTMENT, MAJOR 1.000 EA $ 1,200.00 $ 1,200.00 44 SUBDRAIN, LONGITUDINAL (SHOULDER), 6" DIA 4,175.000 LF $ 9.00 $ 37,575.00 45 SUBDRAIN OUTLET (RF -19C) 16.000 EA $ 100.00 $ 1,600.00 46 SUBDRAIN OUTLET (RF -19F) 9.000 EA $ 1.40.00 $ 1,260.00 47 STSORM SEWER GRAVITY MAIN, TRENCHED (HDPE), 12" 20.000 LF $ 37.00 $ 740.00 46 STSORM SEWER GRAVITY MAIN, TRENCHED (HDPE), 18" 165.000 LF $ 38.00 $ 7,030.00 49 STSORM SEWER GRAVITY MAIN, TRENCHED (PVC), 12" 60.000 LF $ 36.00 $ 2,280.00 50 STORM SEWER GRAVITY MAIN, TRENCHED (RCP), IT 73.000 LF $ 56.00 $ 4,088.00 51 STORM SEWER GRAVITY MAIN, TRENCHED (RCP), 15' 495.000 LF $ 57, DO $ 26,215.00 52 STORM SEWER GRAVITY MAIN, TRENCHED (RCP),2W 110.000 LF $ 66,00 $ 7,280.00 53 STORM SEWER GRAVITY MAIN, TRENCHED (RCP), 31i" 169.000 LF $ 93.00 $ 15,717.00 54 STORM SEWER GRAVITY MAIN, TRENCHED (RCP), 42" 123.000 LF $ 107.00 $ 13,161.00 55 STORM SEWER GRAVITY MAIN, TRENCHED (RCP), 478' 255.000 LF $ 117, 00 $ 29,835.00 56 STORM SEWERGRAVITYMAIN, TRENCHED (RCP),44"x27" 26.000 LF $ 126,00 $ 3,276.00 57 SANITARY SEWER GRAVITY MAIN. TRENCHED (PVC) 6" 155.000 LF $ 99.00 $ 15,345.00 56 SANI rARY SEWER GRAVITY MAIN, TRENCHED(PVC)24" 2,067.000 LF $ 75.00 $ 156,5.25.00 59 PLOWABLE MORTAR 12.000 CY $ 140.00 $ 1,680.00 61 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 1," 2,050.000 LF $ 55.00 $ 112,750.00 82 VALVE, GATE, DIP, 12" 9.000 EA $ 2,100 OD $ 18,9100.00 83 FIRE HYDRANT ASSEMBLY, WM-201 7.000 EA $ 3,500.00 $ 24,500.00 88 STEEL CASING, 32" DIA (0.375 -IN WALL) 36.000 LF $ 170.00 $ 6,120.00 95 WATER MAIN, CATHODIC PROTECTION, DIP 12" 400.000 LF $ 120.00 $ 46,000.00 Original Contract Cost $ 708 282.00 MOSS RIDGE ROAD - IOWA CITY, IOWA CONTRACTOR - STREB CONSTRUCTION CO., INC. McCLURE ENGINEERING COMPANY Line # Description _ _ Quantity UM _ Unit Price Total Price 71 CONSTRUCTION SURVEY 1.000 LS $ 36,000.00 $ 36,000.00 Original Contract Cost $ 36,000.0D L L PELLIN_G COMPANY INC NEUMILL_ER ELECTRIC INC Line Line _ _ # Description Quantity UM Unit Price Total Price 70 _ TRAFFICSIGNALIZATION _ _ 1.000 LS $ 160,250.00 $ 160,250.00 79 MOBILIZATION 1.000 LS $ 3,500.00 $ 3,500.00 SY Original Contract Cost 37.15 $ 163,750.00 L L PELLIN_G COMPANY INC Line _ _ # Description Quantity UM Unit Price Total Frice 6 PAVED SHOULDER, HMA MIXTURE, 6" 1,325.000 SY $ 37.15 $ 49,223.75 13 NMA BASE COURSE 112" MIX 4711.000 TN $ 72.00 $ 33,840.00 14 HMA INTERMEDIATE COURSE 1/2" MIX 460.000 TN $ 74.00 $ 34,040,00 15 HMA SURFACE COURSE V2' MIX, FRICTION L-2 580-000 TN $ 77.00 $ 44,660.00 16 ASPHALT BINDER, PG 58-28 30.000 TN $ 642.00 $ 19,260,00 17 ASPHALT BIIVDER, PG 64-28 65.000 TN $ 745.00 $ 48,4:25.00 18 PAY ADJ INCENTIVEIDISINCEN'rIVE HMA LAB VOIDS 755.000 EA $ 1.00 $ 755.00 19 PAY ADJ INCENTIVEDISINCENTIVE HMA FIELD VOIDS 755.000 EA $ 1.00 $ 735.00 20 HOT MIX ASPHALT, DRIVEWAY (PLACE ONLY) 475.000 SY $ 66.10 $ 26,647.50 21 TEMPORARY PAVEMENT (PLACE ONLY) 235.000 BY $ 57.10 $ 13,418.50 24 PAY ADJ INCENTIVHDISINCENTIVE HMA PAVEMENT SMOOTHNESS 1,515.000 EA $ 1.00 $ 1,515.00 79 MOBILIZATION 1.000 LS $ 15,000.00 $ 15,000.00 Original Contract Cost $ 267,539.75 STEVENS EROSION CONTROL INC_ Line _ # Description Quantity UM Unit Price Total Price 84 _ _ HYDROSEEDING 10.000 _ AC $ 2,400.00 $ 24,000.00 85 TEMPORARY SEEDING 10.000 AC $ 400.00 $ 4,000.00 87 CURB INLET FILTER - 10.000 EA $ 160.00 $ 1,600.00 90 COMPOST FILTER TUBE, 11." DIA /SILT FENCE 6,515.000 LF $ 1.85 $ 12,052.75 91 CLEAN-OUT OF COMPOST FILTERTUBElSILTFENCE 8,570.000 LF $ 0.25 $ 2,142.50 92 REMOVE COMPOST FILTER TUBElSILT FENCE 8,570.000 LF $ 0.25 $ 2,142.50 96 INTAKE PROTECTION BAG / FILTER SACK 6.000 EA $ 150.00 $ 900.00 98 TURF REINFORCEMENT MAT 2,900.000 SQ $ 16.00 $ 46,400.00 99 SILT FENCE 2,055.000 LF $ 1.80 $ 3,699.00 100 DITCH CHECK (SYNTHETIC -HOPE) 525.000 LF $ 7.00 $ 3,675.00 Original Contract Cost $ 100,611.75 Prepared by: Denny Gannon, Assistant City Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5142 RESOLUTION NO. 14-225 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE MOSS RIDGE ROAD PROJECT. WHEREAS, Streb Construction Company, Inc. of Iowa City, Iowa, has submitted the lowest responsible bid of $3,440,330.92 for construction of the above-named project; and WHEREAS, funds for this project are available in the Moss Ridge Road Project account # S3802. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The contract for the construction of the above-named project is hereby awarded to Streb Construction Company, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements and subject to concurrence by Iowa Department of Transportation. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements and subject to concurrence by Iowa Department of Transportation. 3. The City Engineer is authorized to execute change orders as they may become necessary in the construction of the above-named project. Passed and approved this 30th day of r„ 1 20 ATTEST: 2;k,_1; 2 Z. 2CC�t� CITY'eLERK It was moved by Mims adopted, and upon roll call there were: AYES: X X Y x X X pwe n g\masters',awrdcon. doc 7/14 MAYOR Approved by j City Attorney's Office -11)4 Oy and seconded by Payne the Resolution be NAYS: ABSENT: r Botchway Dickens Dobyns Hayek Mims Payne Throgmorton Prepared by: Denny Gannon, Sr. Civil Engineer, 410 E. Washington St., Iowa City, IA 52240; (319)356-5143 RESOLUTION NO. 14-288 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AN AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND SHIVE-HATTERY, INC. OF IOWA CITY, IOWA TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE MOSS RIDGE ROAD PROJECT. WHEREAS, the City of Iowa City is constructing the Moss Ridge Road Project which will include the construction of street from Highway 1 to the property west of NCS Pearson, N. Dodge Street! Highway 1 improvements, sidewalk, sanitary sewer, water main, traffic signals, storm water system, and storm water detention facilities; and WHEREAS, the City of Iowa City selected Shive-Hattery, Inc. to prepare the construction plans and specifications for the Moss Ridge Road Project based on their involvement in the development project; and WHEREAS, plans and specifications for the Moss Ridge Road Project have been completed and approved by the City of Iowa City on June 13, 2014; and WHEREAS, the City of Iowa City received bids for the Moss Ridge Road Proejct, and awarded the construction contract to Streb Construction Company, Inc. on July 30, 2014; and WHEREAS, the City of Iowa City desires to secure the services of Shive-Hattery to provide construction phase services including design interpretation, shop drawing review, material testing, and site visits to assist Iowa City Staff on an as needed basis during the construction of the Moss Ridge Road Project; and WHEREAS, the construction phase services were identified as an additional service in the original contract; and WHEREAS, it is in the best interest of the City of Iowa City to have the Engineer of Record provide the construction phase services; and WHEREAS, funds for this project are available in the Moss Ridge Road account # S3802. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The Consultant's Agreement attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement. Passed and approved this 7ch day of October 2014. MAYO= '} ��,��� AppFoved by ATTEST: 7n�ti,�% � � '' �'S�t� i �'ljGZca `Lu/dL�!/�'�T�i✓ CITY CLERK City Attorney's Office �� /�/ Pme g\masters\Res-ConsuAgLtloc Resolutnooc No. 14-288 Ynge 2 It was moved by Mims and seconded by Dickens the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSEI\\`IT: Botchway Dickens Dobyns Hayek Mims Payne Throgmorton CONSULTANT AGREEMENT MOSS RIDGE ROAD IMPROVEMENTS CONSTRUCTION PHASE SERVICES THIS AGREEMENT, made and entered into this 7th day of October , 2014, by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Shive- Hattery, Inc., of Iowa City, Iowa, hereinafter referred to as the Consultant. WHEREAS, the City selected Shive-Hattery, Inc. to prepare the construction plans and specifications for the Moss Ridge Road Improvements Project based on their involvement in the development project; and WHEREAS, plans for the Moss Ridge Road Improvements Project have been completed and approved by the City on June 13, 2014; and WHEREAS, the City received bids for the Moss Ridge Road Improvements Project, and awarded the construction contract to Streb Construction, hereinafter referred to as the Contractor, on July 30, 2014; and WHEREAS, the City desires to secure the services of the Consultant to provide construction phase services, as detailed below, to assist City Staff on an as needed basis during the construction of the Moss Ridge Road Improvements Project; and WHEREAS, the construction phase services were identified as an additional service in the original contract; and WHEREAS, it is in the best interest of the City to have the Engineer of Record provide the construction phase services; NOW THEREFORE, it is agreed by and between the parties hereto that the City does now contract with the Consultant to provide services as set forth herein. I. SCOPE OF SERVICES Consultant agrees to perform the following services for the City, and to do so in a timely and satisfactory manner. A. Project Management The Consultant shall be responsible for the development and monitoring of a project management plan for the Consultant's construction phase services. This includes task identification, staff scheduling and coordination, project communications, and monthly invoicing. The project construction duration is assumed to be sixteen (16) months (August 2014 — November 2015). B. Design Interpretation The Consultant shall assist the City Staff in interpretation of technical questions that arise during construction. This task does not include modification to the existing plans to accommodate unknown or unforeseen issues encountered during construction. For 112327-2 -2 - budgetary purposes, it is estimated that 8 hrs/month for a total of 16 months will be required for design interpretations. C. Shop Drawing Review The Consultant shall review shop drawings, samples, and other data which the Contractor is required to submit, but only for conformance with design concept of the Project and conformance with the information given in the contract documents. The Consultant shall evaluate and determine the acceptability of substitute materials and equipment proposed by the Contractor. The Consultant shall have authority to require special inspection or testing of the work, and shall receive and review all certificates of inspections, testing, and approvals required. The Consultant shall review the shop drawing submittals for the following items: 1. Watermain system 2. Storm sewer system including culverts 3. Sanitary sewer system 4. Pavement mix design 5. Aggregate gradations 6. Traffic signals D. Site Visits Relative to observations of the Contractor's work while in progress, The Consultant shall make visits to the site at intervals appropriate to the construction stages as the City deems necessary (estimated to be two visits per month, and not to exceed a total of 15 site visits throughout the duration of the construction) in order to observe the progress and quality of the various aspects of the Contractor's work. Based on information obtained during such visits and on such observations, the Consultant shall determine if such work is proceeding in general accordance with the Plans. The Consultant shall keep the City informed of the progress of the work via e-mail summary report following each visit. 2. The purpose of the Consultant's visits to the site will be to enable the Consultant to observe the construction to provide a greater degree of confidence that the completed work of the Contractor will conform to the plans and the design intent. 3. The Consultant shall not, during such visits, supervise, direct, or have control over the Contractor's work, nor shall the Consultant have authority over or responsibility for the means, methods, techniques, sequences, or procedures of construction selected by the Contractor for safety precautions and programs incident to the wok or for any failure of the Contractor to comply with laws, rules, regulations, ordinances, codes, or orders applicable to the Contractor furnishing and performing the work. 4. During such visits, the Consultant may object to the Contractor's work while it is in progress if the Consultant believes that such work will not produce a completed Project that conforms to the Plans, or that it will prejudice the integrity of the design concept of the Project as reflected in the Plans. If the Consultant objects to the Contractor's work, the Consultant shall notify the City and provide justification for the objection. The Consultant shall be available to meet with the Contractor and 112327-2 -3 - City to determine a course of action that will result in the work conforming to the intended design or approved revision. E. Materials Testing 1. Perform compaction testing of new fill below paving, subgrade below new widening, modified subbase below paving/widening, subgrade below 8' sidewalk, and utility trench backfill within 5' of pavement. 2. Perform atterburg limits and standard proctors on soils or granular material proposed for fill/backfill. 3. Perform laboratory flexural strength testing (unless maturity testing performed) and provide beam molds for use by the City. The City shall perform IDOT monitoring duties during PCC paving operations. This includes testing the air content and slump of fresh concrete, recording water added onsite, observing delivery times, and observing proof rolls. 4. Collect and perform gradation analysis on split samples of coarse and fine aggregate. II. TIME OF COMPLETION The Consultant shall complete the Scope of Services in accordance with the schedule below. The Scope of Services shall be on an as needed basis during construction of the Moss Ridge Road Improvements project. The Consultant shall be available to perform these services effective immediately and until the project is accepted by the City. Services as requested shall be completed in a timely manner, III. GENERAL TERMS A. The Consultant shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts. To discharge or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. 2. To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. B. Should the City terminate this Agreement, the Consultant shall be paid for all work and services performed up to the time of termination. However, such sums shall not be greater than the "not -to -exceed" amount listed in Section V. The City may terminate this Agreement upon seven (7) calendar days' written notice to the Consultant. 112327-2 Iii C. This Agreement shall be binding upon the successors and assigns of the parties hereto, provided that no assignment shall be without the written consent of all Parties to said Agreement. D. It is understood and agreed that the retention of the Consultant by the City for the purpose of the Project shall be as an independent contractor and shall be exclusive, but the Consultant shall have the right to employ such assistance as may be required for the performance of the Project. It is agreed by the City that all records and files pertaining to information needed by the Consultant for the project shall be available by said City upon reasonable request to the Consultant. The City agrees to furnish all reasonable assistance in the use of these records and files. It is further agreed that no Party to this Agreement shall perform contrary to any state, federal, or local law or any of the ordinances of the City of Iowa City, Iowa. G. At the request of the City, the Consultant shall attend meetings of the City Council relative to the work set forth in this Agreement. Any requests made by the City shall be given with reasonable notice to the Consultant to assure attendance. H. The Consultant agrees to furnish, upon termination of this Agreement and upon demand by the City, copies of all basic notes and sketches, charts, computations, and any other data prepared or obtained by the Consultant pursuant to this Agreement without cost, and without restrictions or limitation as to the use relative to specific projects covered under this Agreement. In such event, the Consultant shall not be liable for the City's use of such documents on other projects. I. The Consultant agrees to furnish all reports, specifications, and drawings, with the seal of a professional engineer affixed thereto or such seal as required by Iowa law. J. The City agrees to tender the Consultant all fees in a timely manner, excepting, however, that failure of the Consultant to satisfactorily perform in accordance with this Agreement shall constitute grounds for the City to withhold payment of the amount sufficient to properly complete the Project in accordance with this Agreement. K. Should any section of this Agreement be found invalid, it is agreed that the remaining portion shall be deemed severable from the invalid portion and continue in full force and effect. L. Original contract drawings shall become the property of the City. The Consultant shall be allowed to keep mylar reproducible copies for the Consultant's own filing use. M. Fees paid for securing approval of authorities having jurisdiction over the Project will be paid by the City. N. Upon signing this agreement, Consultant acknowledged that Section 362.5 of the Iowa Code prohibits a City officer or employee from having an interest in a contract with the City, and certifies that no employee or officer of the City, which includes members of the City Council and City boards and commissions, has an interest, 112327-2 -5 - either direct or indirect, in this agreement, that does not fall within the exceptions to said statutory provision enumerated in Section 362.5. O. The Consultant agrees at all times material to this Agreement to have and maintain professional liability insurance covering the Consultant's liability for the Consultant's negligent acts, errors and omissions to the City in the sum of $1,000,000. V. COMPENSATION FOR SERVICES The Consultant shall be compensated for the above scope of services for a not -to -exceed fee of $84,500 calculated based on the rate schedule attached as Exhibit A and incorporated herein. An estimated breakout of the fee is as set out below. Reimbursable expenses such as mileage, postage, printing and plotting for the project shall be included in the not -to -exceed fee according to the rate schedule attached hereto. Hourly Not -to -Exceed Fee Schedule Project Management Design Interpretation Shop Drawing Review Site Visits Material Testing Expenses V. MISCELLANEOUS $ 7,000 $ 17,500 $ 16,000 $ 18,000 $ 24,000 2,000 Total $ 84,500 A. All provisions of the Agreement shall be reconciled in accordance with the generally accepted standards of the Engineering Profession. B. It is further agreed that there are no other considerations or monies contingent upon or resulting from the execution of this Agreement, that it is the entire Agreement, and that no other monies or considerations have been solicited. FOR THE CITY By: I o � Title: J cry Date: 10/07/2014 ATTEST: x-7�0 112327-2 FOR THE CONSULTANT By: f< ` f- l f `e," Kevin P. Trom, PE Title: Project Manager Date: cflZ�!`/ App oved by: City Attorney's Office Date Prepared by. Scott Sovers, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5142 RESOLUTION NO. 16-30 RESOLUTION ACCEPTING THE WORK FOR THE MOSS RIDGE ROAD PROJECT - HIGHWAY 1 TO MOSS RIDGE CAMPUS AT RAPID CREEK PRESERVE WHEREAS, the Engineering Division has recommended that the work for construction of the Moss Ridge Road Project - Highway 1 to Moss Ridge Campus at Rapid Creek Preserve, as included in a contract between the City of Iowa City and Streb Construction Company. Inc. of Iowa City, IA , dated August 6th 2014, be accepted, and WHEREAS, the Engineer's Report and the performance and payment bond have been filed in the City Clerk's office, and WHEREAS, funds for this project are available in the Moss Ridge Road account # S3802; and WHEREAS, the final contract price is $3,548,470.36. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 2nd day of February 20 t6 Mr OR Approved by ATTEST: Aa-4-� . 9 / 4 CITY =RK City Attorney's Office /A. -Ac It was moved by sotchway and seconded by rums the Resolution be adopted, and upon roll call there were: AYES: x x x Pwen91ma sters/a cptwo rk. do c 1/16 NAYS: ABSENT: Botchway Cole x Dickens Mims Taylor Thomas Throgmorton