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HomeMy WebLinkAboutMCCOLLISTER BLVD EXTENSION 2019 MCCOLLISTER BLVD EXTENSION PROJECT/20 19 REVISIONS TOTAL LLI 156 I- PROJECT IDENTIFICATION NUMBER Q 0 N CD cfl PROJECT NUMBER r 'i MCCOLLISTER BOULEVARD EXTENSION F_ CD R.O.W.PROJECT NUMBER IJ J W0 ,-. I (1) w W "env 0 D O I - `J W PCC PAVEMENT - GRADE/NEW cc INDEX OF SHEETS GILBERT STREET TO SYCAMORE STREET N Sheets Traffic Signal Sheets O/ No. DESCRIPTION - IOWA CITY, IOWA N.2 Traffic Signal Quantities - McColliister Blvd and Gilbert �+� A Sheets Title SheetsN. Traffic Signal LayouL - McCullilsler Blvd and Gilbert A.1 Title Sheet SCALES:As Noted N.3 Traffic Signal Wiring - McColliister Blvd and Gilbert B Sheets Typical Cross Sections and Details N.4 Street Sign Details l W B.1 - 3 Typical Cross Sections and Details amia N.5 - 6 Pavement Markings/Signing Sheets - McColliister Blvd yP This p • - t is covered by U.S. Army Corps of Engineers PenMt CEMVR-OD-P-2019-0032 • Z Quantities andGeneralInformation C Sheets iti WA P Sheets ,Lighting and Interconnect P.1-6 , Lighting and Interconnect Layout Sheets and Notes W O G1 Project Description This p t is covered by the Iowa Department of Natural Resources R Sheets ,Tree Locations X 0 c.i - 2 Estimated Project Quantities uantities NPDES Ge .1 Permit No.2. The contractor shall carry out the terms p m C.2 - 3 Estimate ReferenceInformation and conditio .f General Permit No. 2 and the storm water pollution O LJ V N �� F 1 Locations for Tree Planting Wprevention plan .ich is a part of these contract documents. Refer 0 S Sheets Sidewalk Sheets C.3 Standard Road Plans to the Standard S. ifications for additional information. 1-800-292-8989 C.3 Index of Tabulations S.1 Cover Sheet QC.4 - 5 Pollution Prevention Plan ' al"Cof1 :,..Mn. 5.2 - 12 Sidewalk Compliance Sheets Q E C.5 - 14 Tabulations (beg. with tab. of incidentals if needed) T Sheets Earthwork Quantity Sheets 'f) D Sheets Mainline Plan and Profile Sheets T.1C - 10 1 Earthwork Cut/Fill Legend Sheets V/ 7.2 - 5 Earthwork Quantity Sheets C..) '''.4 . D.1 Plan & Profile Legend & Symbol Information Sheet-I ' D.2 - 8 Plan & Profiles Sheets - McCollister Blvd W Sheets Mainline Cross Sections V ---1E Sheets Side Road Plan and Profile Sheets W.1 Cross Sections Legend & Symbol Information Sheet LL 0 ' E.1 - 2 Plan & Profile Sheets - Armstrong and Russell W.2 - 56 McCollister Blvd Cross Sections V EC Sheets Erosion Control Sheets `EC.1 -3 Erosion Control Layout Sheets - ,_(/ O. G Sheets Survey Sheets STFp CTa O\fit o DICKENSON LN G.1 Reference Ties and Bench Marks F O G.2 - 6 Horizontal Control Tabulations C� ��O e,u- O Q ,�,w',HEMINGWAY LN 3 Sheets Traffic Control and Staging Sheets ‹� L o SiN2:'" ;r '/ , O , .aJ.1 - 2 Traffic Control Plan r� rn `NGENP tG AVE �, L Sheets Geometric, Staking and Jointing Sheets Gt.05TER MCC • L.1 Jointing - McCollister Blvd. Widening Section 1- L.2 Geometric & Staking - McCollister and Covered Wagon (IOWA CITY Cr •PORATE . .ITS) u VO '6 L.3 Edge Profiles & Jointing - McCollister and Covered Wagon BEGIN Sb • L.4 Geometric & Staking - McCollister and Armstrong PROJECT 'L.6 Edge Profiles& & Jointing- o McCollister and Armstrong c > 1� L.6 Geometric & Staking - McCollister and Russell STA. 3 1 6+9J "' L.7 Edge Profiles & Jointing - McCollister and Russell L.8 Geometric - McCollister and Sycamore \ L.9 Staking - McCollister and Sycamore Lie Edge Profiles - McCollister and Sycamore END ® 'L.11 Jointing - McCollister and Sycamore M Sheets Storm Sewer Sheets PROJECT CA M.1 Storm Sewer Tabulations Sta. 36 1+62 M.2 Storm Sewer Details M.3 Santitary Sewer Details M.4 Water Main Details oP``FES51 I hereby certify that this engineering document was prepared Ze 11.5 Sanitary Sewer Tabulations and Notes INDEX OF SEALS °'9 ........�:...! by me orraider my direct personal supervision and that I am M.6 Water Main Tabulations and Notes INDEX .�1 �� �j L. y' a duly licensed Professional Engineer under the laws of the ``' iJ 1 ! SHEET NO. NAME TYPE LORRY E, .c, = State of Iowa. M.7 Utilities Legend and Symbol Information She! -1,j =Z; wieLe ® M.B - 16 Utilities Plan 8 Profile Sheets McCollister 3 1 3 A 1]3 A.1 Larry E. Wiele Primary Signature Block u; 13495 ', = at, 11/27/2019 J•.• .' L%ARR Date i �� � � ARR E.TypedWI Na o11 •1i ,d til . **. nu nuu Printed or Name IOW • My license renewal date is December 31, 2019 _ ■ Pages or sheets covered by this seal: A.1,B.1-3,C.1-14,D.1-8,E.1-2,EC.1-3. ® 5� s p �� G.1 6,J.1 2,L.1 I1,M.1 16,N.1 6.P.1 6.R.1 4,5.1 12,T.1C 5,W.1 56 11111) FILE NO. I ENGLISH DESIGN TEAM AECOM 1 IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER A.1 I 09:27:40 11/27/19 anthony.hemaRr\60579265\ROO-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_AO1.DGN RW R/W 15' 40' 45' 15' Utility -4 6' {- 10.5' 39' 13.5' •- 10' 2' UtilityEasement Easement 12 5, 14• 12 5, I 1.5%-. 4%-. I 4% «-1.5—�1 T Proposed 6"Sidewalk Proposed 8"Sidewalk LOA 0 � I City Existngg Fiber Optic 0 Existing 2-Lane Typical (Just East of Gilbert) Gas/Electric/ Existing:15" Fiber Opptic/ Water Main 12.5' Driving Lanes 14' Left Turn Lane Existing Comm/Other and Proposed Sidewalks storm Sewer Sta. 316+95 - 319+13 R/W 1 RAW 15' 40' 45' --- 15' Utility --►4'1-.-6' •I• 13' • 23' 16' 10'— 12' Utility Easement sement I 5.5--•1.5 10' .:... - l1.5j. 1.5% 4%� i ,_5.5' 4% 1.5% 11 Proposed 6"Sidewalk Proposed 8"Sidewalk 0001 0 ----Approx.26' City Existng Fiber Optic 0 Existing2-Lane .ical (East of Gas/Electric/Fiber Optic/ Gilbert) Comm Existing 16" 10' Driving Lanes w/1.5' • ffer and 5.5' Bike Lanes (Gas,FO and Comm end Water Main at Covered Wagon Road) and Proposed Sidewa hared-Use Paths Existing Sanitary Sewer Sta. 319+13 - 2+35 RAN c RAN 4:1 Max Slope 15' 40' Utility Utility �.1. 6. ... Varies --Varies 10'-11'- Easemnt 4:1 Max Slope Easement 1T-27.5' I 17' -•7.5' 1.5%-' 4%-Standard Curb Standard Curb .-4% •-1.5% melon s Proposed 6'Sidewalk 11111111111111111111111ior Proposed 8"Sidewalk of 5.5'Minimum/ �,ra - t ti' Ii `Proposed City Fiber _ _ _ -- -— — — -- — — Y<`. �� '�gpprox.26' O 6"MODIFIED SUBBASE 6'MODIFIED S •ASE Existngg • ( Gas/Electric/Fiber Optic/ 9"P.C.CONCRETE PAVEMENT Comm Proposed 16" (9'P.C.CO •ETE PAVEMENT (Gas,FO and Comm end Water Main 12"SUBGRADE PREPARATION) 6"Subdr. at Covered Wagon Road) —6"Subdrain Pavement Widening With 6"St.'.ard Curb /(:.'1) 11'Driving Lanes w11.5'Buffer i 5'Bike Lanes Existing ' and Proposed Sidewalk/ red-Use Paths ,anitary Sewer Sta.322+35.50 " 24+36.37 ***See L-Sheets for'.ised Median Callouts ROW ROW r 1DD' c Construction 1'— »—6' 8' 7.5'—1 I+—7. 4' 10' -"-1' 10'-20' Proposed Future -�6.5' 11' • • 10' 10' • • 11' • • 6.5' Futu Proposed 8"Sidewalk 10'-20' 6"Sidewalk Parking Bicycle Traffic Traffic Bicycle Parki Lane Lane Lane Lane Lane Lane I ... : ...-3.... _3'_ 5%- 6' 3' Standard Curb PROFILE GRADE .-2% 2% + PROFILE GRADE 3' 5% '• I 3% Standard Curb' «-3% 2% 2% 1 Standard Curb 1 1 1 1 L i � . ;.rg.9-.� Earth Shoulder- Earth Shoulder Profile Grade+0.5 O LFibaOd Electric 3306 Minimum Finishing o Finishing 71 UJ L [U(! P6sed/� 6"MODIFIED SUBBASE 6"MODIFIED SUBBASE } �S Storm Sewer Water Main 6"Subdrain— 1^�\ —6"Subdrain _ (9"P.C.CONCRETE PAVEMENT) V (9"P.C.CONCRETE PAVEMENT e" .. 12"SUBGRADE PREPARATION Proposed Sanitary Sewer (12"SUBGRADE PREPARATION McCollister Boulevard Missing Middle Housing Typical Sta. 324+36.37 - 358+36.80 FILE NO. I ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER B.1 I 12:38:09 11/27/19 anthony.hemaNctUSWATIFP001\Data\Projects\60579265\ROO-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_B01.DGN ROW ROW r 100' Match Line A Match Line B i Construction 1' 6' 8' 7.5'-H I^-7.5' 4' 10' • 1' Proposed Future 6.5' 11' - C D 11' 6.5' Future Proposed 8"Sidewalk 6"Sidewalk Parking Bicycle Traffic Traffic Bicycle Parking Lane Lane Lane Lane Lane Lane 3'+ •3'• 1.5% 6 3 (PROFILE GRADE 2% 2%-+ PROFILE GRADE) 3 1.5% 3% Standard Curb Standard Curb .--3 .-2% 4-2% \J 2/ 2% Profile Grade+0.62' 11 Standard Curb t 1 t 1 7 111 --.,7.^-_ _ 4 See Table MED_1 .� Fiber and Electric 5.5'Minimums Earth Shoulder Profile Grade+0.5' FinishingO Earth Shoulder Finishing Prop6osed b {6"MODIFIED SUBBASE) (6"MODIFIED SUBBASE} Stormo Sewer Water Main 6"Subdrain -6"Subdrain 9"P.C.CONCRETE PAVEMENT) (P.C.CONCRETE PAVEMENT (12"SUBGRADE PREPARATION) �\ 12"SUBGRADE PREPARATION Proposed Sanitary Sewer Table ML_L I I Table ML_R BEGIN END See Table MED_2 I BEGIN END STATION STATION STATION STATION 324+36.37 360+13.16 O 0 324+36.37 360+13.16 .-1.0% MA / 1 1.0%-. Sip _ _ 2.0%-. Table MED_1 odified Subase ( 2"SUBGRADE PR 'RATION (Included in Modified Subase Item) STATION TO STATION O O Curb Type Feet Feet See PV-102 I I See Table MED_3 329+82.00 336+73.80 10 10 6"Standard I 342+26.50 352+86.80 10 10 6"Standard • © 11' 358+36.80 360+13.16 4.5 4.5 6"Standard .-1.0% .., 1 n ,O, 1,..„„.„,._.....„,_;„.,,,,,,,.,_.,,,„1„:„..:, _ _I. _ _ _ _ ,.0%_, _, -6"Modified Subase (12"SUBGRADE PREPARATI• (In luded in Modified Subase Item) 1Tab; MED 4 2_Curb_ Modified Table MED_2 z_cDrb_ I See Table MED_4 I 0 Curb Type Modified 0 © STATIO TO STATION See PV-102 Feet Feet 'E'Joint STATION TO STATION © O SeerPV 102 1.0%-. 328+72.00 ' ,29+82.00 20'-9' 11'-0' 6"Standard Feet Feet .-1.0% t t 341+16.50 _` +26.50 20'-9' 11'-0' 6"Standard • 324+35.44 325+45.90 20'-9' 0'-11' 6"Standard 357+26.80 35• 36.80 9.0' 11'-0' 6"Standard 336+73.80 337+83.80 20'-9' 0'-11' 6"Standard -- '� -.1-✓, 352+86.80 353+96.80 20'-9' 0'-11' 6"Standard -. /1 0 - 12"SUBGRADE PREPARATION) 6" odified Subitse- . (Included in M. led Subase Item) • See Ta• ' MED 5 I Table MED_5 Table MED_3 11' p STATION TO STATION O Curb Type 'E'Joint eet See PV-102 O Curb Type 1.0 STATION TO STATION Feet See PV-102 1.0% / t 327+62.00 328+72.00 9.0 6"Standard 325+45.90 326+55.90 9.0' 6"Standard + ' 340+06.50 357+16.80 9.0 6"Standard �,-seg:ee -y -. -�i 356+16.80 357+26.80 9.0 6"Standard ^337+83.80 338+93.80 9.0' 6"Standard H `1_0 T I_ _ _ L 353+96.80 355+06.80 9.0' 6"Standard (12"SUBGRADE PREPARATION) 6"Modified Subase I (Included in Modified Subase It$m) Vidal `A1/3 x�37� rQ' I See Table MED_6 I Table MED_6 7 A/1 3 10' 10' •Q i17 •+� 91_} i ' 33061 STATION TO STATION 1 tic/ �1% 1%-. st 326+70.40 327+47.50 ) - s: •-: ,L. 339+08.30 339+92.00 _ _ =1�- - - % _� 355+21.30 356+02.30 � f I 12'SUBGRADE PREPARATION - - -- • "Modified Subase (Included in Modified Subase Item) i FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER B•2 I 12:38:11 I1/27/19 anthony.hemalrhUSWATIFP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_B01.DGN Match Line c Construction Match Line Future Utility Future Utility Easement RAN RNV Easement 15' I 15' 1'h 6' 21'-24' Vanes 3.5'.--��Varies� - l;Varies� ._ 6.5'- . Varies 17' `.—By 1 4 1 4.1� 13' 'E'Joint 'E'Joint -4% -. 1 5 1.5% I�g� 4% 2% 2%� r 4:'t 4 1„ Proposed 6"Sidewalk Earth Shoulder «-2/ ,�S " __ '' 2� t Earth Shout Proposed 8"Sidewalk Finishin9 l� �' r y � '� Finishing _�1/ _ _ _ — .� 2� _. _ 2.G _ _ _ _ _ _ O O Fiber and Electric 5.5'Minimums '�5.5'Minimum - — 4"Colored PCC Raised _ 6 - Gas/Electric O 9"Modified Subbase Paved Median Proposed Propposed 16' 16" 6"MODIFIED SUBBASE ) (6"MODIFIED SUBBASE Proposed Water Main Water Main Storm Sewer 'I 6"Subdrain— 9"P.C.CONCRETE PAVEMENT) (9"P.C.CONCRETE PAVEMENT�— —6"Subdrain 5' (Minimum) 12"SUBGRADE PREPARATION Proposed 2-Lane Raised Median Typical Roundabout Approach/Departure Sta. 360+13.16- 361+62 For More Ro •dab. " Approach/Departure Lane Info, Refer to the L-Sheets for Geometry. R=4.0' F 0 g Hole for I-3' Si .� Sign Post (if required) R=4.0' Al•kr)k jOilL .. T1.11% 1.0'— r Slope g � 10:1 R=4.0' h 10' .- �k BRICK RED CAST-IRON CENTERLINE 6"Standard Curb i_ _ — _ _ _ — _ 0 4 \ I.- 41 No Curb(1/2"Max) to �!t 11 VM 01 'A.I 13 VM O I See Detail'A' �n1 }I2�313 A113 p7 I I O f2 :1 s d L I 330 6 I OZ Roadway J Surface Roadway SECTION A-A Surface DETAIL A —id211" ( 4 MEDIAN REFUGEE AND BULL NOSE FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER B.3 I 12:39:12 11/27/19 anthony.hemaNNUSWATIFP001\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_BOI.DGN 100-1D' 10-18-05 PROJECT DESCRIPTION This project is the extension of McCollister Boulevard from Gilbert Street to the roundabout at Sycamore Street SE in Iowa City, Iowa. It will also include the construction of sidewalkS and pedestrian ramps from Gilbert Street to Sycamore Street. Extentions of sanitary sewer, water main, and storm sewer are also included. 100-1C 04-17-12 ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) Quantities Item No. Item Code Item Unit Estimated As Built Division 1 1 Division 2 1 Division 3 1 Division 4 1 Division 5 1 Total Division 1 1 Division 2 [ Division 3 1 Division 4 1 Division 5 1 2010 CLEARING AND GRUBBING _ UNIT 33 _ �� 33 _� _____ 2 2010 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 38735.0 j 38735.0 j 3 _ 2010 EXCAVATION, CLASS 10, WASTE__ CY 9452.0 9452.0 ' _ 4 2010 TOPSOIL, ON-SITE CY 8167.0 .1 8167.0 5 2010 MODIFIED SUBBASE _ CY 3801.9 i 3801.9 6 2010 SUBGRADE PREPARATION SY 21250.0 21250.0 7 IDOT 2401 REMOVAL OF STREET LIGHT AND BASE _ EACH 1 1_ 8 IDOT 2401 REMOVAL OF ROAD CLOSURE BARRICADE EACH 1 _ 1 9 IDOT 2507 CLASS E REVETMENT TON 150.0 150.0 10 IDOT 2519 FENCE, FIELD LF 2890.9 2890.9 11 IDOT 2519 FIELD FENCE BRACE PANELS EACH 16 16 _ 12 IDOT 2519 GATE, FIELD FENCE, 16 FT. EACH 4 4 13 IDOT 2523 LIGHT POLES EACH 9 9 14 IDOT 2523 ELECTRICAL CIRCUITS LF 13718.0 i 13718.0 15 IDOT 2523 LI-152 CONTROL CABINET EACH 2 2 16 3010 FLOWABLE MORTAR CY _rt 95.6 1 95.6 17 3010 FLOODED BACKFILL CY _ 700.0 700.0 18 4010 SANITARY SEWER, GRAVITY MAIN, TRENCHED, PVC, 12 IN. LF 1984.0 I 1984.0 19 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 15 IN. LF 1851.0 i 1851.0 20 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 18 IN. LF 788.0 1 i 788.0 21 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 21 IN. LF _ 97.0 97., ' 22 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 24 IN. LF 992.7 1; 9• .7 23 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 30 IN. LF _ 22.0 4_ 2.0 24 4020 STORM SEWER REMOVAL LF 300.0 300.0 _ 25 4030 PIPE CULVERT, TRENCHED, RCP, CLASS III, 54 IN. LF 336.0 I 336.0 26 4030 APRONS WITH GUARDS, CONCRETE, 24 IN. DIA. �_ EACH 1 1 27 4030 APRONS WITH GUARDS, CONCRETE, 54 IN. DIA. EACH __ 4 .. 4 28 4030 FOOTING FOR CONCRETE APRON PIPE EACH 5 _ 3 29 4040 SUBDRAIN, PERFORATED PLASTIC PIPE, 6 IN. DIA. LF 7687.3 �__ 7687.3 30 4040 SUBDRAIN OUTLET, 4040.233 EACH 66 _ 66 31 5010 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 8 IN. LF 75.0 i , 75.0 _ 32 5010 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 16 IN. LF 4124.3 4124.3 33 5010 WATER MAIN WITH CASING PIPE, TRENCHED, DUCTILE IRON PIPE LF 140.0 1 '` 140.0 (DIP), 8 IN. . 34 5010 WATER MAIN WITH CASING PIPE, JACKED, DUCTILE IRON PIPE LF 63.0 63.0 _ (DIP), 16 IN. 35 5010 FITTINGS BY WEIGHT, DUCTILE IRON LB 7962 79.' 36 5010 ' CONNECTION TO EXISTING WATER MAIN _ EACH _ 2 2 1 37 5020 VALVE, GATE, DIP, 8 IN EACH 4 2 38 _ 5020 VALVE, BUTTERFLY, DIP, 16 IN EACH__ 31 , 31 , 39 5020 FIRE HYDRANT ASSEMBLY EACH 13 13 _40 5020 FIRE HYDRANT ASSEMBLY REMOVAL EACH 3 3 41 6010 MANHOLE, SANITARY SEWER, 6010-301, 48 IN. _ EACH_ 7 7 42 6010 MANHOLE, STORM SEWER, 6010-401, 48 IN. EACH 2 2� 43 6010 INTAKE, 6010-507 EACH 17 ' 17 44 6010 INTAKE, 6010-509 EACH _ 14 14 45 6010 INTAKE, 6010-510 EACH 2 2 46 6010 INTAKE, 6010-513 EACH 1 1 47 6010 MANHOLE, SANITARY SEWER, MINOR ADJUSTMENT EACH 3 3 48 _ 6010 SANITARY MANHOLE DROP CONNECTION - EACH_, 1___ 1_____ 49 6010 CONNECTION TO EXISTING MANHOLE EACH _ 1 1 50 6010 16" WATER MAIN REMOVAL LF 1132.0 1132.0 51 6010 STORM SEWER INTAKE REMOVAL EACH __T__ 6 1 4 6 _ 52 _ 7010 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C,_ SY _ 17836.9 17836.9 CLASS 3 DURABILITY, 9 IN. 53 7010 CURB AND GUTTER LF 113.0 _ 113.0 54 7030 REMOVAL OF SIDEWALK SY 385.6 385.E 55 7030 SIDEWALK, P.C. CONCRETE, 6 IN. [ t� SY 2886.4 2886.4 H 56 _ 7030 SIDEWALK, P.C. CONCRETE, COLORED, 6 IN. M t-A3 V SY 4.3 4.3 57 7030 SIDEWALK, P.C. CONCRETE, 8 IN. t`�,��jj +� SY _ 5432.3 i 5432.3 58 I 7030 SIDEWALK, P.C. CONCRETE, COLORED, 8 IN. 7fC1 T3 l" SY 3.8 .; 3.8 59 i 7030 DETECTABLE WARNINGS, CAST IRON, BRICK RED SF 824 i 824 _, 60 1 7040 REMOVAL OF CURB & GUTTER STA 2.20 !.Oh NJ t� 3386 2.20 1 61 - r 7040 REMOVAL OF PAVEMENT SY 4085.6 i 4085.E 62 7040 FULL DEPTH PATCHES, PCC 5Y 291.1 291.1 63 8010 TRAFFIC SIGNALS Ls Lee } Lee 64 8010 HANDHOLES AND JUNCTION BOXES EACH 27 . 27 65 _ 8020 _i.PAINTED PAVEMENT MARKING, SOLVENT/WATERBORNE --_ STA 430.83 _ 430.80 r 66 _ 8020 PAINTED SYMBOLS AND LEGENDS ' EACH. 39 39 67 ,_ 8030 - TEMPORARY TRAFFIC CONTROL I LS __._ 1.00 1.00 i 68 8030 PERMANENT ROAD CLOSURE, URBAN, SI-182 EACH 4 4 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.1 I 11/27/2019 2:32:29 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 100-1C 04-17-12 ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) Quantities Item No. Item Code Item Unit Estimated As Built Division 1 1 Division 2 1 Division 3 1 Division 4 1 Division 5 1 Total Division 1 1 Division 2 1 Division 3 1 Division 4 1 Division 5 69 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 1 ACRE 7.5 7.5 70 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 2 ACRE 4.5 4.5 71 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 5 ACRE _ 12.0 12.0 f 72 9030 PLANTS, BY COUNT, WITH WARRANTY EACH 145 145 I 73 9040 SWPPP MANAGEMENT LS 1.00 } 1.00 74 9040 TURF REINFORCEMENT MAT, TYPE 2 SQ 130 -__ 130 . I. 75 9040 ROLLED EROSION CONTROL PRODUCT, TYPE 2C SQ 400 - 400 76 9040 SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 4716.0 1 4716.0 ' 77 9040 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 4716.0 4716.0 78 9040 REMOVAL OF SEDIMENT LF 471.6 471.6 79 9040 ROCK CHECK DAM TON 10.0 10.0 80 9040 SILT BASINS — EACH 4 .__ 4 81 9040 REMOVAL OF SILT BASINS EACH 4 4 82 9040 ' INLET PROTECTION DEVICE, OPEN-THROAT CURB INTAKE SEDIMENT FILTER EACH 33 33 83 9040 MAINTENANCE OF INLET PROTECTION DEVICE EACH 33 j 33 84 11010 CONSTRUCTION SURVEY LS 1.00 i 1.00 85 11020 MOBILIZATION LS 1.00 ; 1.00 86 PLAN PAVEMENT, PCC, 4 IN. COLORED, STAMPED, MEDIAN AND SPLITTER ISLAND SY 67.0 67.0 100-4A 100-4A 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item No. Item Code Description Item No. Item Code Description 1 2010 CLEARING AND GRUBBING 18-22 4010 SANITARY SEWER, GRAVITY MAIN, TRENCHED, PVC, 12 IN. LRefer to Tabulation 110-17 for additional information. All material shall become the property of the T 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 15 IN. contractor and be properly disposed of. ! 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 18 IN. - - %20 STORM SEWER, TRENCHED, RCP, CLASS III, 21 IN. 2-4 �, 2010 EXCAVATION, CLASS 10, ROADWAY AND BORROW 40 • STORM SEWER, TRENCHED, RCP, CLASS III, 24 IN. 2010 EXCAVATION, CLASS 10, WASTE 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 30 I _y, 2010 TOPSOIL, ON-SITE Refer to the M-Sheets for locations, tab .'ions, and notes. Quantities are for the total excavation of the project. See T-Sheets for additional information. Shall - - include earth shoulder fill. Waste material is topsoil material from site and not used for topsoil 24 , 4030 S ••M SEWER REMOVAL placement. Topsoil wasted as part of this project may be moved from site or used as fill in roadway __ See Sheets and Tab 110-14 for 1. .tions and details. embankment outside of roadway pavement areas. - - - - 25. _ 4020_ __ PIPE CUL 'T, TRENCHED, RCP ASS III, 54 IN. 5 2010 MODIFIED SUBBASE __ Refer to th- -Sheets for .cations, tabulations, and notes. Any excavation need for the pipe culverts Shall be 6" under all roadway pavement, 15" under the PCC median. Refer to tabulation 100-24 and 112-5 is incidental the i . for quantity locations. Refer to typicals on B-Sheets. - - - - - 26-28 4030 APRONS WITH GUARD , ONCRETE, 24 IN. DIA. 6 2010 , SUBGRADE PREPARATION 4030 _ APRONS WITH GU•' , • CRETE, 54 IN. DIA. _ See typical sections in B-Sheets locations___ _ and details._ The area_includes all paved areas plus 2.0' 4030 �_ FOOTING FOR • RETE AP— PIPE _ _ •cations, tabulations, and notes. on each side. Refer to t. M-Sheets for _ _ 7 IDOT 2401 REMOVAL OF STREET LIGHT AND BASE 29-30 4040 SUBD'. PERFORATED PLASTIC P ' , 6 IN. DIA. _, For the removal of the street light on the NW corner of Covered Wagon. 4040 SU:' .IN OUTLET, 4040.233 - - - _ er to Tabulation 104-9 and the B eets for locations and details. 8 IDOT 2401 REMOVAL OF ROAD CLOSURE BARRICADE For the removal of the barricade at the end of existing McCollister Blvd_. 31-32 5010 WATER MAIN, TRENCHED, DUCTILE IRON PIPE • P), 8 IN. - - - 50 ' WATER MAIN, TRENCHED, DUCTILE IRON PIPE (D ' 16 IN. 9 IDOT 2507 CLASS E REVETMENT See M-Sheets for locations and details. _ This quantity is to be used for the placement of rip-rap at the end of the 54" culverts. The quantity - - - _____ was found assuming the area of rip-rap to be 40' long x 35' wide x 2' deep. 33-34 5010_ WATER MAIN WITH CASING PIPE, TRENCHED, DUCTILE IR. PIPE (DIP), 8 IN. - - 5010 WATER MAIN WITH CASING PIPE, JACKED, DUCTILE IRON P (DIP), 16 IN. 10-12 IDOT 2519 FENCE, FIELD To be used for pipe crossing McCollister Blvd and Syc. •re St. Refer to M-Sheet 6, 8, & 9 for locations. IDOT 2519 FIELD FENCE BRACE PANELS - IDOT 2519 ' GATE, FIELD FENCE, 16 FT. 5-38 5010 FITTINGS BY WEIGHT, DUCTILE IRON Refer to D and E Sheets and Tabulation 100-7 for locations and details.To be placed along the entire 5010 CONNECTION TO EXISTING WATER MAIN south side of the project with two 16' gates at each side road connection. 5020 VALVE, GATE, DIP, 8 IN _ - - ___._.-,__—______ 5020 VALVE, BUTTERFLY, DIP, 16 IN 13-15 IDOT 2523 LIGHT POLES ''± .I t r Refer to M-Sheets for locations and details. All joints shall be MJ with Joint Restraint Gaskets. The �lriU� r� d IJ y IDOT 2523 ELECTRICAL CIRCUITS illUI may_ �; connection to existing water main shall happen on each end of_the proposed McCollister Blvd. roadway. --1i6 -1.? - _ - - _ _-� IDOT 2523 LI-152 CONTROL CABINET 11 See P-Sheets for locations and details. Lt� 39 5020 FIRE HYDRANT ASSEMBLY - - - __ GI Refer to M-Sheets for locations and details. All joints shall be MJ with Joint Restraint Gaskets. 16-17 3010 FLOWABLE MORTAR '1-1 Wci Li J- U 61 40 5020 FIRE HYDRANT ASSEMBLY REMOVAL 3010 FLOODED BACKFILL J 7t} 7Z Quantity is for pipe culvert backfill. See Tabulation 104-3 and the M-Sheets for locations and details. See M-Sheets and Tab 110-2 for locations and details. g FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.2 11/27/2019 2:32:30 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 100-4A 100-4A 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item No. Item Code Description Item No. Item Code Description 41-46 4030 MANHOLE, SANITARY SEWER, 6010-301, 48 IN. i_ 69-70 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 1 6010 MANHOLE, STORM SEWER, 6010-401, 48 IN. 9010 _ SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 2 6010 INTAKE, 6010-507 Refer to EC-Sheets for seeding locations. Seed and fertilize prior to mulching. _ 6010 INTAKE, 6010-509 - - - 6010 INTAKE, 6010-510 71 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE S 6010 INTAKE, 6010-513 Shall be utilized to temporarily stabilize disturbed areas before permanent hydroseeding is applied or _Refer to M-Sheets for locations and details. _ _ if disturbed area needs to be stablized outside of seeding dates. See the EC- Sheets for seeding_ - - locations. 47 601-0 MANHOLE, SANITARY SEWER, MINOR ADJUSTMENT - - - See Tab 104-10 for locations and details. 72 9030 PLANTS, BY COUNT, WITH WARRANTY - See"'R-Sheets for locations and details. Contractor shall submit a hedule of unit prices for each size 48 I 6010 SANITARY MANHOLE DROP CONNECTION _ and`variety of tree specified in the contract documents. Contra •r is responsible for all watering _ See M-Sheets and City of Iowa City detail 6010.307 for details. To be used for the connection of propsed __ cost S sanitary sewer to existing sanitary manhole on west end. - - - - - 73 9040 SWPPP MANAGEMENT _ r 49 6010 CONNECTION TO EXISTING MANHOLE \ This item is for the connection of new storm sewer to the existing storm sewer on the west end of the - - -1 - 'S ' proposed McCollister Blvd. See M-Sheets for locations and details. 74-75 _ 9040 TURF REINFOR,. MENT MAT, TYPE 2 - 9040 ROLLED EROSIO`CONTROL PRODUCT, TYPE 2C 50 6010 16" WATER MAIN REMOVAL Refer to Tabula :on 100-22 and the EC-Sheets for locations. Removal is from the existing watermain at the end of the proposed widening to the end of existing-- - _ - McCollister Blvd. See M-Sheets for details and locations. 76 9040_ SILT FENCE OR SILT ' NCE FOR DITCH CHECKS _ Refer to Tabulation ,0-17 and 100-18 and the EC •heets for locations. 51 6010 STORM SEWER INTAKE REMOVAL - - - _ See M-Sheets and Tab 110-2 for locations and details. 77 9040 REMOVAL OF SILT FENCE OR -ILT FENCE FOR DITCH ''ECKS - - - Refer to the EC-Sheets. Th shall include re .val of sediment from silt fence. 52 7010 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. - - - - Quantity is for the paving of McCollister Blvd and all side roads. Refer to typicals on B-Sheets. Refer 78 9040 REMOVAL OF SEDIMENT _ to Standard Road Plan details on construction joints in pavement. Quantity includes all 6-inch standard This item is included for clean. t and repa of the silt fence and silt fence for ditch checks during ,_curb and ramped median noses as shown on the typicals. Contract unit price per SY, including all the project. See tabulation 100-1 for det, ls. This quantity is 10% of the total silt fence placed. required joints, shall be considered full compenstation for the construction of pavement_._See____ - - - tabulation 100-24 for details. 79 9040_-_ ROCK CHECK DAM - - - This item is included as a ditch check . the north channel of the culvert. Assuming a 16' wide ditch, 53 _ 7010 CURB AND GUTTER 5 feet long, and 2 feet tall, it will r-:.' 're approximately 10 tons of erosion stone. See tabulation Refer to D-Sheets and Tab 112-4 for locations and details 100-32 for location and details. 54 703-0 REMOVAL OF SIDEWALK 80-81 9040 SILT BASINS Refer to Tabulation 110-5 for locations. 9040 REMOVAL OF SILT BASINS - - - Refer to Tabulation 100-14 for deta' s. Shall be ,nstructed according to Iowa DOT Standard Road Plan 55-58 7030 SIDEWALK, P.C. CONCRETE, 6 IN. EW-403 7030 SIDEWALK, P.C. CONCRETE, COLORED, 6 IN. - - - 7030 SIDEWALK, P.C. CONCRETE, 8 IN. 82-83 9040 INLET PROTECTION DEVICE, OPEN-THR.'T CURB INTAKE SEDIM FILTER . 7030 SIDEWALK, P.C. CONCRETE, COLORED, 8 IN. 9040 MAINTENANCE OF INLET PROTECTION I VICE See typical sections on B-Sheets, S-Sheets, and Tabulation 113-1 for locations and details. The 6' Refer to Tabulation 100-11 and 0-36 and the EC-Sheets fo ocations and details. Removal of filter l._sidewalk shall be 6" thick and the 10' sidewalk shall be 8" thick. The sidewalk areas between the ADA and assembly is considered inci ental to installation. ramps at Gilbert Street shall match the thickness of the adjacent sidewalk and be colored. The - - - admixture for colored concrete shall be Chromix by Scofield to create an intergrally colored pavement. 84 11010 CONSTRUCTION SURVEY Color shall be C-34 dark grey. - 59 7030 DETECTABLE WARNINGS, CAST IRON, BRICK RED 85 11020 MOBILIZATION _ Refer to Tabulation 113-1 for locations and details. Panels shall be brick red in color. 60 7040 REMOVAL OF CURB & GUTTER 86 PLAN PAVEMENT, PCC, 4 IN. CO •RED, STAMPED, MEDIAN AND SPLITTER ISLAND f Refer to Tabulation 110-4 for locations. Quantity is for removal of curb to construct pedestrian ramps_ The median at Sycamore: ondabout shall be colored and stamped to match exists : colored pavement. See _and to tie pavement to roundabout. tabulation 112-5 for •cation and details. Admixture shall be Chromix by Scofi= d to create an ' - integrally colored p ement. Color shall be C-34 dark grey. Contractor may elec to use a new stamp 61- _ 7040 REMOVAL OF PAVEMENT _ exactly matching e ' ting pavement, or use the city's stamp by calling the city s reets division at _Quantity is for the removal of existing McCollister Blvd. See D-Sheets and Tab 110-1 for locations. __ 319-356-5181. Con actor is to construct a 6'x6' sample panel demonstrating color, texture, and finish - - prior to complet' g median pavement. Cost of sample panel and removal is incidental to this item. 62 7040 I FULL DEPTH PATCHES, PCC - - Refer to Tabulation 102-6C and the D-Sheets for locations and details. Curb and gutter replacement - - _ ALL BID ITEMS within a patch area is included in the patching quantities. Match existing_curb type. See 7-Sheets for All construction shall be in accordance with the Iowa Statewide Urban Design and Specifications (SUDAS) patching staging. Standard Specifications, City of Iowa City Supplemental Specifications, and Special Provisions, Unless - - Otherwise specified in these plans_._,_ 63 8010 TRAFFIC SIGNALS ____1_ Refer to N-Sheets for all details, locations, and notes. 64 8010 HANDHOLES AND JUNCTION BOXES Refer to P-Sheets for locations arid: �0.1 s /3 V- 01 vr:Ik65-66 8020 PAINTED PAVEMENT MARKING, SOLVENT/WAi�N4 0 Al.10 8020 I PAINTED SYMBOLS AND LEGENDS Refer to Tabulation 108-22 and ,104,-2,1va91. the,N1S4i441% r ocations and details. 67 8030 TEMPORARY TRAFFIC CONTROL _ _ Refer to J.1 for details. All safety fence for safety closures as needed is incidental to this item and ' shall be used according to SUDAS traf£i. tool details. Also includes safety fence installed around i. wet land area. 68 8030 PERMANENT ROAD CLOSURE, URBAN, SI-182 — Refer to Tab 102-4. FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.3 11/27/2019 2:32:30 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 111-25 105-4 10-18-11 10-18-11 INDEX OF TABULATIONS STANDARD ROAD PLANS Tabulations Tabulation Title 1 Sheet No. _ The following Standard Road Plans apply to construction work on this project. Number I Date I Title C Sheets 2010.102 SUDAS Designation of Roadway Earthwork Items 100-1C ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) C.l - C.2 3010-101 SUDAS Trench Bedding and Backfill Zones 100-1D PROJECT DESCRIPTION C.1 3010-102 _ SUDAS Rigid Gravity Pipe Trench Bedding 100-4A ESTIMATE REFERENCE INFORMATION C.2 - C.3 3010-103 SUDAS Flexible Gravity Pipe Trench Bedding 100-7 FENCING C.9 3010-104 SUDAS Pres re Pipe Trench Bedding 100-14 SILT BASINS C.7 4010.203 SUDAS Sani.-ry Sewer Cleanout 100-17 TABULATION OF SILT FENCES C.7 4020.212 SUDAS Storm .ewer Pipe Connections 100-18 TABULATION OF SILT FENCES FOR DITCH CHECKS C.7 4030.221 SUDAS RCP Ap -n Section Footing _ 100-22 ROLLED EROSION CONTROL C.7 4030.222 SUDAS Circula oncrete Aprons 100-24 PCC PAVEMENT C.9 4030.224 SUDAS Concrete ' .e Apron Guard 100-32 ROCK CHECK DAM C.7 4040.231 SUDAS Subdrains _ 100-36 OPEN-THROAT CURB INTAKE SEDIMENT FILTER C.7 4040.232 SUDAS Subdrain Clea ,uts 102-4 LOCATIONS OF ROAD CLOSURE BARRICADES C.12 4040.233 SUDAS Subdrain Outlet 102-6C FULL-DEPTH PATCHES C.10 5010.101 SUDAS Thrust Blocks 103-10 TOPSOIL STRIPPING AND PLACEMENT C.7 5010.102 SUDAS Tracer System 104-3 DRAINAGE STRUCTURE BY ROAD CONTRACTOR C.8 5020.201 SUDAS Fire Hydrant Assembl 104-9 LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE C.11 6010.301 SUDAS Circular Sanitary Sewe anhole 104-10 ADJUSTMENT OF FIXTURES C.13 6010.306 SUDAS Chimney Seals for Sanita ,` Sewer Manholes 105-4 STANDARD ROAD PLANS C.4 6010.401 SUDAS Circular Storm Sewer Manho.-- 108-13A SAFETY CLOSURES C.8 6010.507 SUDAS Single Open-Throat Intake, -11 Box 108-22 PAVEMENT MARKING LINE TYPES C.12 6010.509 SUDAS Double Open-Throat Curb Intak-< Small Box 108-29 PAVEMENT MARKING SYMBOLS AND LEGENDS ' C.13 6010.510 SUDAS Double Open-Throat Curb Intake, `,-rge Box 110-1 REMOVAL OF PAVEMENT C.8 6010.601 SUDAS Castings for Sanitary Sewer Manho- s 110-2 REMOVAL OF EXISTING STRUCTURES C.13 6010.602__ SUDAS Castings for Storm Sewer Manholes 110-4 CURB REMOVAL C.8 7010.101 SUDAS Joints s, . 110-5 SIDEWALK REMOVAL _C.8 7010.102 SUDAS PCC Curb Details 110-12A POLLUTION PREVENTION PLAN C.5 - C.6 7010.103 SUDAS Manhole Boxouts in PCC Pavement 110-14 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL C.13 7010.901 SUDAS PCC Pavement Jointing . 110-17 CLEARING AND GRUBBING C.8 7010.904 SUDAS Typical Jointing Layout `. 112-4 CURBS AND RAISED ISLANDS C.12 7010.906_ _ SUDAS Medians 112-5 CONCRETE MEDIANS C.10 7030.104 SUDAS Right-of-way Grading 113-1 , SIDEWALKS C.10 7030.207 SUDAS Curb Ramp for Class B or C Side 190-51 MATERIALS FOR TYPE 'A' SIGNS C.14 7030.210 SUDAS Detectable Warning Placement 190-62_ EXISTING SIGNS TO BE REMOVED BY CITY C.14 7040.101 SUDAS Full Depth PCC Patches Les an or Equal to 15' Lo - 190-66 SUMMARY OF TYPE 'A' SIGNS F C.14 7040.102 SUDAS Full Depth PCC Patches -ter Than 15' Long -__ I 8010.101 SUDAS Cabinet Footing Deta'__ - 8010.102 SUDAS Traffic Signal Po oundation 8010.103 SUDAS Conduit and Pr-. -' t Handholes - 8010.105 SUDAS Mast Arm Po Details 8010.106 SUDAS Pedestal -._e and Pedestrian Post Details 8030.101 SUDAS Tempor Traffic Control General Information 8030.102 SUDAS Work .ff of Pavement with Minor Encroachment onto Traveled Way _ 8030.104 SUDAS Lane Closure on Low Volume Street (Self-Regulating) 8030.111 SUDAS Lane Closure at an Intersection 8030.116 SUDAS Street or Road Closure 9030.101 SUDAS Planting Pit 9030.102 _ SUDAS Tree Staking, Guying, and Wrapping _ 9040.104 SUDAS Rolled Erosion Control Prodct Installation in Channel 9040.107 SUDAS Rock Check Dam _ 9040.111 SUDAS Rip Rap for Pipe Outlet into Channel - 9040.119 SUDAS Silt Fence EC-104 04-17-18 Turf Reinforced Mat (TRM) _ EC-602 10-16-18 Open-Throat Curb Intake Sediment Filter_ _ EW-403 04-18-17 Temporary Erosion Control Measures __ LI-152 10-21-14 Control Cabinet (Pad-Mounted) _ MI-103 10-20-15 Deer Fence and Field Fence Construction PM-110 10-16-18 Line Types PM-111 04-21-15 Symbols and Legends PM-522 10-16-12 Two-Lane Roadway with Left Turn Lanes __ PR-103 10-21-14 Full Depth PCC Patch with Dowels SI-101 04-19-16 Locations - Type 'A' Signs SI-131 10-18-16 Installation - Type 'A' Signs SI-182 04-19-16 Permanent Road Closure -Urban • Win! �,.lt3 Qt l tl :h Nd Li 330 610Z -, FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.4 11/27/2019 2:32:30 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 110-12A 110-12A 10-16-18 10-16-18 POLLUTION PREVENTION PLAN POLLUTION PREVENTION PLAN This project is regulated by the requirements of the Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination needed, based on site conditions. For example, silt fence ditch checks will typically not be installed until the ditch has been System (NPDES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be (NPDES) individual storm water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution documented by fieldbook entries. Prevention Plan (PPP). F. Runoff from this work will flow into proposed storm sewer to unnamed drainage ways ultimately to t - Iowa River. This Base PPP includes information on Roles and Responsibilities, Project Site Description, Controls, Maintenance Procedures, Inspection III. CONTROLS Requirements, Non-Storm Water Controls, Potential Sources of Off Right-of-Way Pollution, and Definitions. This plan references other A. The contractor's schedule of erosion control for accomplishment of storm water controls should learly describe the intended documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as sequence of majo activities and for each activity define the control measure and the timing ring the construction process that needed per plan revisions or by contract modification, will be readily available for review. the measure will . implemented. B. Preserve vegetation • areas not needed for construction. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from C. Sections 9030 and 9045 'f the Iowa SUDAS define requirements to entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and implement erosion and se. ent control measures. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a Actual quantities used and stalled locations may vary from the Base PPP and amendm• t of the plan will be documented via source of potential pollution as defined in this PPP. contract modification. Addi •nal erosion and sediment control items may be requi. d as determined by the inspector and/or contractor du : storm water monitoring inspections. If the w. involved is not applicable to any contract items, the work will be paid for . a contract modification. I. ROLES AND RESPONSIBILITES 1. EROSION AND SEDIMENT CONTROLS A. Designer: a. Stabilization Practices 1. Prepares Base PPP included in the project plan. 1) Site plans will ensure that ex:"ting vegetation or natural buffe are preserved where attainable and disturbed portions 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. of the site will be stabilized. 3. Is signature authority on the Base PPP. 2) Initialize stabilization of distur.-. areas immediately after Tearing, grading, excavating, or other earth disturbing B. Contractor: activities have: 1. Signs a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP. All co-permittees a) Permanently ceased on any portion o he site, or are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and b) Temporarily ceased on any portion of - site and wil " not resume for a period exceeding 14 calendar days. conditions of this PPP. 3) Staged permanent and/or temporary stabiliz -- seeding - d mulching shall be completed as the disturbed areas are 2. Designates a SWPP manager, who has the duties and responsibilities as defined in Specifications completed. Incomplete areas shall be stabili`=-• accor ' ng to paragraph III, C, 1, a, 2, b above. Section 9040. 4) Permanent and Temporary Stabilization practices••,o used for this project are located in the Estimated Project 3. Submits an Erosion Control schedule of work and updates the SWPP according to Specifications Section 9040. Quantities (100-0A, 100-1A, or 100-1C) and Estima Reference Information (100-4A) located on the C sheets of the plan. 4. Installs and maintains appropriate controls. This work may be subcontracted. Typical drawings detailing construction of the -c es to be used on this project are referenced in the Standard Road 5. Supervises and implements good housekeeping practices. Plans Tabulation (105-4). 6. Conducts joint required inspections of the site with inspection staff. When Contractor is not mobilized on site, 5) Preservation of existing vegetation within r->. t-of-way'-r easements will act as vegetative buffer strips. Contractor may delegate this responsibility to a trained or certified subcontractor. Contracting Authority also may waive 6) Preservation of topsoil: Bid items to be -d for this p',.-ect are located in the Estimated Project Quantities (100-0A, joint inspection requirement durning winter shutdown. In both circumstances, SWPP manager(or trained or certified delegate from 100-1A, or 100-1C) and Estimate Referenc-. nformation (100-,'. located on the C sheets of the plan. Additional information may be found in Tabulations_ n the C or T sheets 6-the plans or is referenced in Standard Specifications the Contractor) is still responsible to review and sign inspection reports. Section 2105. a 7. Complies with training and certification requirements of Specifications Section 9040. b. Structural Practices C. Subcontractors: 1) Structural practices will be implemented to divert flows from expose ,soils and detain or otherwise limit runoff and the 1. Sign a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP if responsible for discharge of pollutants from e -:sed areas of the site. Additionally, `gructural practices may include: silt basins that sediment or erosion controls or involved in land disturbing activities. All co-permittees are legally required under the Clean provide 3600 cubic feet of st--age per acre drained or equivalent sedimet controls, outlet structures that withdraw water Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. from surface when discharg'• - basins, and controls to direct storm water vegetated areas. 2. Implement good housekeeping practices. 2) Structural practices to • used for this project are located in the Estimat. Project Quantities (100-0A, 100-1A, or D. SWPP Site Manager 100-1C) and Estimate R- =rence Information (100-4A) located on the C sheets .._the plan, as well as all other item 1. Is Project Storm Water Manager. specific Tabulations Typical drawings detailing construction of the devices be used on this project can be found on 2. Takes actions necessary to ensure compliance with storm water requirements including, where appropriate, issuing stop work the B sheets of th- .lans or are referenced in the Standard Road Plans Tabulatio (105-4). orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit c. Storm Water Managem- compliance. 1) Measures shall - installed during the construction process to control pollutants i storm water discharges that will 3. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of non-compliance with the storm water occur after c. struction operations have been completed. This may include velocity . sipation devices at discharge requirements of the Applicable Permit. locations and along length of outfall channel as necessary to provide a non-erosion ye .city flow from structure to water 4. Supervises all work necessary to meet storm water requirements at the Project, including work performed by contractors and course. If included with this project, these items are located in the Estimated Projec Quantities (100-0A, 100-1A, or subcontractors. 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan, well as all other item 5. Requires employees, contractors, and subcontractors to take appropriate responsive action to comply with storm water specific Tabulations. Typical drawings detailing construction of the practices to be use. .n this project are referenced requirements, including requiring any such person to cease or correct a violation of storm water requirements, and to order or in the Standard Road Plans Tabulation. The installation of these devices may be subject to .ection 404 of the Clean Water recommend such other actions as necessary to meet storm water requirments. Act. 6. Is familiar with the Project PPP and storm water site map. 2. OTHER CONTROLS 7. Is responsible for monitoring inspection reports on a monthly basis, to a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and determine whether deficiencies identified in inspection reports were adequately and timely addressed, and if not, has the local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental authority and responsibility to direct immediate actions to correct the deficiencies- laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 8. Is the point of contact for the Project for regulatory officials, Inspector, contractors, and subcontractors regarding storm 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. water requirements. 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, 9. Is signature authority on Notice of Discontinuation- storage, and use. E. Inspector: 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and 1. Updates PPP whenever there is a change in design, construction, operation, or maintenance which has a significant effect on the paving. discharge of pollutants from the project. 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as 2. Maintains an up-to-date record that identifies contractors and subcontractors as co-permittees. authorized by a Section 404 permit. 3. Makes these plans available to the DNR upon their request. 5) Spill Prevention and Control - Implement chemical spill and leak prevention and response procedures to contain and 4. Conducts joint required inspections of the site with the contractor/subcontractor- clean-up spills and prevent material discharges to the storm drain system and waters of the state. 5. Completes an inspection report after each inspection. 6) Concrete Residuals and Washout Wastes - Waste shall not be discharged to a surface water and is not allowed to adversely 6. Is signature authority on storm water inspection reports. affect a water of the state. Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide directions to truck drivers where designated washout facilities are located. Designated washout areas should be II. PROJECT SITE DESCRIPTION located at least 50 feet away from storm drains, streams or other water bodies. Care should be taken to ensure these A. This Pollution Prevention Plan (PPP) is for the construction of McCollister Boulevard from Gilbert Street to Sycamore Street. facilities do not overflow during storm events. B. This PPP covers approximately 17.0 acres with an estimated 12.5 acres being disturbed. The 7) Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on portion of the PPP covered by this contract has 12.5 acres being disturbed. kl.4 '1 (+r 1, foreslopes or removed from the project. C. The PPP is located in an area of Otley-Ladoga and Fayette soil association (Type B-B & B)r.E�I1,yj IIIt/ E tfi ertm4ked average runoff 8) Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all coefficient number for this PPP after completion will be 0.42. Mt if 3 A 1 3 environment laws such as proper storage of onside fuels and proper disposal of used engine oil or other fluids on site. D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: Employ washing practices that prevent contamination of surface and ground water from wash water. Wash waters must be 1. Drainage patterns - Plan and Profile sheets and Situation plans. }� treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 2. Proposed Slopes - Cross Sections. I -1 :1 kid L I 330 6IDZ 9) Litter Management - Ensure employees properly dispose of litter. Minimuze exposure of trash if exposure to precipitation 3. Areas of Soil Disturbance - construction limits shown on Plan and Profile sheets and EC Sheets. or storm water would result in a discharge of pollutants. 4. Location of Structural Controls - Tabulations on C sheets. 10) Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off-site. 5. Locations of Non-structural Controls - Tabulations on C sheets. Measures are also to be taken to prevent scour erosion at dewatering discharge point. 6. Locations of Stabilization Practices - generally within construction limits shown on Plan aft- Pr ale sheets and EC Sheets. 3. APPROVED STATE OR LOCAL PLANS 7. Surface Waters (including wetlands) - Project Location Map and Plan and Profile sheets During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. 8. Locations where storm water is discharged - M Sheets. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at E. The base storm water site map is amended by contract modifications and progress payments of completed erosion the time. control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.5 11/27/2019 2:32:31 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 110-12A 232-10 10-16-18 04-18-17 POLLUTION PREVENTION PLAN EMERALD ASH BORER IV. MAINTENANCE PROCEDURES Any living, dead, cut or fallen material of the ash (Fraxinus The contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including spp.) including trees, nursery stock, logs, firewood, stumps, cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their roots, branches, and composted or uncomposted ash chips can be capacity. freely moved within the yellow areas of the most recent Federal EAB Quarantine & Authorized Transit. V. INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the contractor and the contracting authority at least once every seven calendar days. Storm https://www.aphis.usda.gov/plant health/plant pest info/emerald water monitoring inspections will include: ash_b/downloads/eab quarantine map.pdf. 1. Date of the inspection. 2. Summary of the scope of the inspection. Obtain appropriate Compliance Agreements from USDA APHIS PPQ prior 3. Name and qualifications of the personnel making the inspection. to moving any of the above listed ash articles to areas outside 5. Review of erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving the yellow zone on the map. waters. 6. Major observations related to the implementation of the PPP. For questions, concerns, and general assistance, contact: 7. Identification of corrective actions required to maintain or modify erosion and sediment control measures. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control USDA APHIS PPQ, Iowa of e, 515-414-3295 measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3 calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making the Or corrections less than 72 hours after the inspection is impracticable, it should be documented why it is imparacticable and indicate N. an estimated date by which the corrections will be made. Iowa Department of Agriculture &tea d Stewardship 515-725-1470 VI. NON-STORM WATER DISCHARGES Entomology@IowaAgriculture.gov This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials. 281-1 This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the 10-18-16 PPP. SECTION 404 PERMIT AND Co , DITIONS VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION Construct this project according to the requirements',, U.S. Army Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. Corps of Engineers , Permit No. . A ,/ Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be copy of this permit is available from the Iowa DOT websi`- conveyed and controlled per this PPP. (http://www.envpermits.iowadot.gov/). The U.S. Army Corps o-„, Engineers reserves the right to visit the site without prior VIII. DEFINITIONS notice. A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items and storm water monitoring inspection reports made • 26 by the inspector. 10-14'05 : C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and bid item postings. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize GENERAL UTILITY NOTE f/ contaminants from other types of waste or materials. Also called Best Management Practices (BMPs). All construction shall be in accordance with the Iowa Star,' ide Urban Design and Specifications (SUDAS) Standard Specif/tions, City of Iowa City Supplemental Specifications, and Spe-.al Provisions, unless otherwise specified in these plan/ \. 4. VIA01 'A113 btuOI MU3-13 A113 I 't :h tad L 1330 61OZ CI 3 11 zi FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.6 11/27/2019 2:32:31 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 100-18 100-17 100-14 04-20-10 04-20-10 10-17-17 TABULATION OF SILT FENCES TABULATION OF SILT FENCES SILT BASINS Refer to SUDAS 9040 Possible Standard: EW-403 FOR DITCH CHECKS Location Length Refer to SUDAS 9040 Remarks IBegin Station End Station Side Location Length LF ePercen° Ditch GraderoundtineSide Remarks 322+35 361+46 RT 3930.0t A erag Y _ Station LF 342+65 345+15 RT 560.0 Around Culvert Outlet -m - - - - 334+00 LT 16.01 ` g ` - / 2! _ gS ` Storage Volume _ 336+00 LT 16.0 _ Total: 4490.0 7 r 338+00 LT 16.0 L Storage Volume J o Basin Length 339+00 LT 16.0 - I_ J p" 340+00 LT 16.0 . I_ Basin Width 7 341+00 LT 16.0 / S x 343+00 LT 16.0 Cross Section View Longitudinal ' •file View 345+00 LT 16.0 r _m. __.a.._�.. - 347+00 LT 16.0 * The functional heig used in the volume equation is 95% of effective height. Effective height is • feet as shown in EW-403. 349+00 LT 16.0 * Volume equation: (0.5 .tth*(Width*Height+Width*(Height-Length*Avg%Slope)) 351+00 LT 16.0 Location -. Bid Items Stormwater Storage Vol 'e Summary Basin 353+00 LT _ 16.0 tallation Removal Basin Width Basin Length Height Avg• % Slope Volume* Remarks 355+00 LT 14.0 No. Station Side '',.. ,CH EACH FT FT FT .• CF 357+00 LT 10.0 359+00 LT 10.0 1 336+25.00 LT '°,,F1 _ 1 10.0 150.0 1 2.85 0.5% 3712.5 2 337+25.00 LT 1 10.0 50.0 2.85_ 1.0% 1300.0 1 Total: 226.0 3 344+25.00 LT 1 1 10.0 50.0 ,` 2.85 1.0% 1300.0 4 345+25.00 LT 1_ 1 10.0 50.0 2.85 1.0% 1300.0 -32 100-36 10,- -18 10-16-18 ROCK CHECK DAM OPEN-THROAT CURB INTAKE Possible Standard: EC-302 SEDIMENT FILTER Refer to EC-602 Ri io o o Loc.- ion Installation Maintenance Removal Side Remarks U 1 'IL s ;{y Stati.- EACH EACH EACH C (('-\\ _ 325+00.00 LT 1.0 1 1 _ = f' Slope Length 4 Upstream device or ground 325+00.00 �F,; RT 1.0 1 1 326+42.00 ' LT 1.0 1 1 ::::::: 1011 L ' 1.0 11A.-erage Percent Slope RT t 1.0 1 1 Ditch width - -- - 332+30.00 LT 1.0 1 1 * The functional height used in the volume equation is 90% of effective height. Effective height is 2 feet as shown in EC-302. 332+30.00 RT `, 1.0 1 ___ 1 , * Volume equation: f0.5*Spacing*(0.5*H2*FS+DW*H+0.5*HZ*BS)1 332+70.00 LT `,1.0 ^.�_ 1 1 Basin Location Bid Items Stormwater Storage Volume Summary ' 334+85.00 LT 0 1 1 Offset Installation Maintenance Removal Foreslope Backslope Ditch Width Volume* Remarks 334+85.00 RT 1.` 1 1 No. Station Side Avg. % Slope -_ FT LF Each Each FS:1 BS:1 FT CF 336+60.00 LT t 1.0 1 1 _ 1 346+10.00 LT 180.0 1.0 1 1 ! 3.0 1 3.0 16.0 3.0% 1251.9 Approximately 10 tons of erosion sto• 336+60.00 RT 1.0 , 1 1 1 340+15.00 LT _ 1.0 1 1 L_ 340+15.00 RT 1.0 1 1 341+25.00 LT 1.0 - 1 1 -___ 100-22 341+25.00 RT 1.0 1 _ Modified 344+95.00 LT_ 1.0 1 344+95.00 RT 1.0 1 1 ROLLED EROSION CONTROL 346+00.00 LT 1.0 _ _ 1 1 Refer to SUDAS 9040 346+00.00 RT 1.0 1 1 Location 347+55.00 LT 1.0 1 1 Turf Reinforcement Mat (TRM) Rolled Erosion Special Ditch L W 347+55.00 RT 1.0 1 1 Begin End Control Type 2C Control Remarks Road Identification Side Type 1 Type 2 Type 3 Type 4 349+75.00 LT _� 1.0 1 1 Station Station FT FT Squares Squares Squares Squares Squares Squares 349+75.00 RT 1.0 1 1 McCollister 333+40 360+00 2660 15 400 . 9040.104 352+00.00 LT 1.0 1 1 McCollister Channel 0+00 2+87 287 32 90 North Side Ditch of Culvert 352+00.00 RT 1.0 1 1 McCollister Channel 4+86 _ 6+50_; 164 24 40 South Side Ditch of Culvert 353+80.00 LT 1.0 1 1 _ 353+80.00 RT 1.0 1 1 Total: 130 400 356+25.00 LT 1.0 1 1 ,_.__-_ ____C 356+25.00 RT 1.0 1 1 358+20.00 LT 1.0 1 1 358+20.00 RT 1.0 1 1 103-10 _ 04-18-17 Totals: 33.0 33 33 TORSb I3(STRTPPING AND PLACEMENT - Location \1,4 4t-t I\.) , _ „t:_ Topsoil Stripping Topsoil Placement Dir. of Thickness Thickness Remarks Road Identification Begin Station Eqd,Statlitarylm7 Traffic t� i- S 1 i i ca IN IN McCollister Blvd. Both 316+10 361+55 12.0 8.0 See T-Sheets for more information FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.7 11/27/2019 2:32:32 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 110-1 108-13A 04-16-13 08-01-08 REMOVAL OF PAVEMENT SAFETY CLOSURES Refer to Tabulation 102-5 Refer to Iowa SUDAS Specifications Section 8030 * Not a Bid Item Closure Type Station Road Oti. Hazard Qty. Remarks Begin End Pavement Area Saw Cut* 317+30.00 _____ 1 .st End Closure Side Remarks 327+50.00 1 E t Covered Wagon Closure Station Station Type - 362+00.00 1 Ea t End Closure SY LF 1201+00.00 1 1 Nor Covered Wagon Closure 322+36.50 , 332+54.84 Both PCC 4085.6 65.0 ; 9.5" THICK J _______ Total: 4085.6 , 110-4 110-5 08-01-08 10-20-15 CURB REMOVAL SIDEWALK REMOVAL Begin End Length * Not a bid item Station Station Side STA Remarks Begin End Area Saw Cut* Remarks • 1102+51.00 1102+61.00 RT 0.2 NW Corner Gilbert Station Station SY LF 1103+39.00 1103+49.00 RT 0.3 SW Corner Gilbert 316+09.00 316+29.00 39.4 30.0 1102+51.00 1102+74.00 LT 0.3 NE Corner Gilbert 325+82.00 326+93.00 155.9 16.0 1103+27.00 1103+49.00 LT 0.3 SW Corner Gilbert 99+80.00 101+74.00 182.0 • 20.0 ' 100+08.00 101+06.00 LT 1.1 W. Sycamore St. Curb 101+61 : 101+76 8.3 10.0 Total: 2.2 Total: 385.E \ , : ' 110-17 04-18-17 CLEARING AND GRUBBING Location Trees, Stumps, and Logs and Down Timber Material Diameters All Oth-;'Material' Estimated Quantities Station to Station or -- - - - - Direction Herbicide Work and Material Type 'Units Area Remarks Ref. Loc. Sign to Ref. Loc. Sign Len:.' Width 4 Application of Travel 3'-6' >6'-9' >9'-12' >12'-15' >15'-18' >18'-24' >24'-30' >30'-36' >36'-42' >42'-48' >48'-60' >60'-72' >72' or Description FT U ,ts Acres Each 333+01 WB Trees - Clearing and Grubbing 1 6 333+08 -_ WB Trees - Clearing and Grubbing 1 _ .` 6 .. 333+56 WB Trees - Clearing and Grubbing �_ 1 _ 9. 332+28 to 333+42 Both Field Fence - Clearing �__`_^_ 145.0 8.7 T` 361+48 Both Field Fence - Clearing 101.4 6.1 ., l Totals: 32.5 1 104-3 1e-17-17 DRAINAGE STRUCTURE BY ROAD CONTRACTOR Length of unclassified pipe calculated is based on using Reinforced Concrete Pipe. * Not a bid item M3 =1 Diameter or equivalent diameter 2 UNCL = Unclassified Pipe CMP Corrugated Metal Pipe RCP = Reinforced Concrete Pipe LCP = Arch or Elliptical Low Clearance Pipe SARC = Steel Arch Pipe Backfill according to DR-101 ., - ■ L O L- .-. L .-. i-. E r. O .-. O i. if - C 4- +�.+ aJ ,-�I --I 'C' r~-I r~-1 Q V aJ N fa M iF .-1 50'-1 •.i N •.I ,-I L V 0 N a/ C .--1 f0 C ,--1 L _o ., L H N H W a, Kind O° > L m 3 .-1 a 74 2 m +; a +� v a, - .71 N +' -8 N L Tot Dimensions Skew Dike a ,o „ 4. o ' w �+ ti o c 0 O N 7, Apron l7 N O , L L1 W .••1 V rl V .y V r-' O ,0 Flow Line Class 3 L o y O Y o Y L O0 •.i* a '~ '0 v a t ai al cs a, a' `L L Lin. Ft. Ahead o L o m m m L • Location Type v Of z m E z No. c z r C a C v C n a s c L. Elevations 20 0 0 o ns O m r o E c V ,-1 c M cm O O L O MCI 0 0 w >> c n c a/ 0 a/ ,--1 r-1 m d m LL m E m Pipe - m " .°�° V La o �. o - o ., - ,'n Degrees u_ ._ O z L o O o0 v, *5 I- - V d - 3 1 2 J o ° Rt. Location Top 1 � Total Extensions Type (A) (B) (A+B) ACRE - L..N. `AI .Lr� FT FT IN 1 OUT No. No. No. No. No. No. Typed No. Type FT Lt. 1 Rt. 1 Other 1 Other Lt. 1 Rt. Lt. 1 Rt. Lt. 1 Rt. L\ Station Elevation CY CY CY CY CY 344+54 DR-601 ,xis ;1¢ B 2.8 0 08i_ 1 1 ^._ __.._____.__ Type 3 651.13 650.52 86.2 81.8 35 600.0 47.8 332.0 18.0 350.0 344+64 DR-601 ,6`4.'-} "-16 '-- B 2.8 0.881 1 Type 3 _ 651.19 650.58. 80.4 87.6 Y 35 600.0 47.8 332.0 18.0 350.0 __ .- I }i :'4 yd L 1330bil�1 T Totals: 1200.0 95.6 700.0 •� �� *APRONS TO INCLUDE 4030.201 FOOTING _ FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.8 11/27/2019 2:32:32 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 100-24 04-21-15 PCC PAVEMENT go al © L_______ J IB o o r_1:) Q (:::j- o © f . -~-~ q Channelized Intersection' v Widen Existing Roadway O ® O I Q I _,/) I L ."' ' Typical Intersection r ODoes not ir'f ude raised island or curb. Refer to tabulation 112-4 II UH for quan/ties. Q Channelized Intersection _ 0 Refer- o PV-410, PV-411, PV-412, and PV-414. 0 Reconstructed Roadway Ramp or Loop Taper 0 • ,ntity includes Pavement Header. / Location Mainline Area (3) f Total Area By 1 Special Modifie. 'Granular ', O O O O O O O O Pavement Thickness Direction Width Length Area q g C D E F G H Backfill Subba,' Subbase Remarks Road Identification of Travel Station to Station SY FT FT SY SY SY SY SY SY SY SY SY 9 IN 9''M IN TONS aY SY McCollister EB & WB 322+35.50 324+36.37 17-27.5 200.9 821.9 -______...____-___T�__________. 821.9 171.0 EB & WB 324+36.37 r 326+60.21 55.0 223.8 1079.E �. 1079.6 241.3 j McCollister/Covered Wagon 326+60.21 327+47.41 VARIES 87.2 740.5 740.5 1 / 123.8 McCollister EB 327+47.41 339+08.32 17.5 1160.9 2249.1 219.3 2468.4 r' 534.7 _ �W WB 327+47.41 339+08.32 17.5 1160.9 2267.7 i 220.9 2488.6 539.0 McCollister/Armstrong 339+08.32 339+91.97 VARIES 83.7 719.2 719.2 i 128.2 I McCollister EB 339+91.97 355+21.30 17.5 1529.3 2997.2 219.4 3216.EidIIIIIII 702.1 WB 339+91.97 355+21.30 17.5 1529.3 2952.7 218.6 ! 3171.3 A _ 690.9 ' ; McCollister/Russel 355+21.30 356+02.30 VARIES 81.0 702.6 f _ 702.6 124.8 McCollister EB 356+02.30 360+53.83 17.5 451.5 877.9 877.9 195.8 Y WB 356+02.30 '� 360+13.16 17.5 410.9 798.9 219.4 1018.3 210.4 1 EB 360+53.83 361+73.90 VARIES 120.1 226.4 226.4 54.3 i WB 360+13.16 361+96.13 VARIES 183.0 305.5 305. ," 68.9 Total: 17: ..9 3785.2 100-7 10-16-12 FENCING * Bid Item Refer to MI-101, MI-102, MI-103, MI-104, 510-3, and 510-5 Location Chain Link Deer Field From To Channel Crossing Side Fence Gate Fence Brace Gate Fence Brace Gate Remarks Station Offset Station Offset Length* Type No.* Type Length* Panels* No.* Type Length* Panels* No.* Type Length* Type LF EACH LF EACH EACH LF EACH EACH LF 332+28 50.0 339+35 50.0 RT 707.7 4 2 16 FT. 339+65 50.0 349+07 50.0 RT .. _ . ...________ ..__..___ ,_._._.__ 973.1 4 349+07 50.0 : e 355+46 50.0 ,RT j 639.6 4 2 16 FT.� ��}}t, ,��oo ! 355+77 50.0 `i.1.-A�ju0-4-Jt- l !Atl�l,1i� 110�� /��tJ, 570.5 4 -- Totals: 2890.9 16 4 ' ! 1i :1 Wd LI 330610Z R1 FILE NO. ENGLISH l DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.9 11/27/2019 2:32:32 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 102-6C 10-21-14 FULL-DEPTH PATCHES Refer to SUDAS 7040.101, 7040.102 & PR-103 Location Dimension PCC Patches Subbase Subbase Patch 'EF' Anchor With Without HMA Composite Patch Subdrain 'CD' 'CT' Station Patch C R C Patches w/ 'EF' Joint Joints Lugs Count or Lane Length Width Thickness Dowels Dowels Patches HMA Joints Joints Removal Remarks Milepost PR-103 PR-102 PR-104 PR-140 PR-101 PR-101 or PR-140 PR-101 L, R, or B FT FT IN SY SY SY SY TON SY SY No. No. No. No. No. 1317+54 Right 18.0 21.7 9.0 44.1 2 317+89 Both 18.0 38.7 9.0 76.4 3 318+83 Left 41.0 12.5 9.0 56.8 4 319+33 __ Right _ 20.0 8.3 9.0 _ 18.6 5 319+54 Left 21.0 16.7 9.0 38.3 _ 6 320+38 Both 25.0 20.5 9.0 56.9 Total: 291.1 113-1 11. 5 10-16-18 10- -15 SIDEWALKS CONCRETE MEDANS See MI-220 and S Sheets * Bid item {--Back of Cawb '---Face of sidewalk Begin End Area Modified Special d v 0 r1 Station Station SY Type Subbase BacCYj] - Remarks 360+58.00 361+36.00 4 inch 36.9 , 9.2 * ♦ _ 361+48.00 �_ 361+62.00 '_ 4 inch 30.1 , 7.5 f 1 Total: 67.0 16.7 ,, Intersection Quadrant Length Colored Sidewalk Sidewalk Colored DetectableWarnings Remarks i FT FT % SY SY SY SY SF r� McCollister/Gilbert NW - 7.0 16 316+29-316+39 .' ", McCollister/Gilbert _ NW 1.8 I 0 McCollister/Gilbert SW t 46.0 4 32 316+09-316+40 McCollister/Gilbert SW 1.5 0 McCollister/Gilbert _ NE_ , 35.8 32 316+99-317+33 McCollister/Gilbert _ NE _ 2.5 0 f McCollister/Gilbert SE 40.3 i 32 317+00-317+33 _ McCollister/Gilbert _ SE 2.3 0 :. McCollister North 848 Varies 6.00 583.5 0 317+33-325+81 hs McCollister North 80 15.50 10.00 98.6 0 325+81-326+61 ` - \ McCollister South 703 Varies 10.00 781.1 _ 0 317+33-324+36 - McCollister South 1462 11.50 10.00 ' 1573.1 0 324+36-338+98 N McCollister/Covered Wagon South ; 25.7 40 Both Ramps \, McCollister/Covered Wagon NW 16.0 20 326+61-326+94 McCollister/Covered Wagon NW 36.0 12 McCollister/Covered Wagon NE 30.7 12 327+24-327+68 . McCollister/Covered Wagon NE 17.2 20 327+47-327+57 McCollister/Covered Wagon Medians 10 9.00 + 20.0 80 Refuge Landings McCollister North 1130 15.50 6.00 y 760.3 0 327+68-338+98 - McCollister/Armstrong NW 22.7 12 338+98-339+34 , ` McCollister/Armstrong_ NW i 17.3 ' 20 McCollister/Armstrong SW 52.4 40 338+98-339+35 • McCollister/Armstrong NE 30.7 12 339+66-340+15 McCollister/Armstrong NE ! 17.2 j 20 339+92-340+02 McCollister/Armstrong SE i 64.1 40 339+65-340+11 McCollister/Armstrong Medians 10 9.00 20.0 80 Refuge Landings • McCollister North ' 1496 15.50 5.00 979.3 0 340+15-355+11 McCollister South 1500 11.50 10.00 1695.7 0 340+11-355+11 McCollister/Russell NW 22.7 _ 12 355+11-355+46 McCollister/Russell NW 17.2 20 355+11-355+21 McCollister/Russell I _ SW 49.8 40 355+11-355+46 McCollister/Russell NE 30.7 12 355+78-356+24 McCollister/Russell NE 17.2 20 356+02-356+12 McCollister/Russell SE 60.9____ 40 355+78-356+22 McCollister/Russell Medians 10 9.00 20.0 I 80 Refuge Landings McCollister North .50 6.00 `_ 338.7 - 0 356+24-361+32 McCollister t"€. (0,.._. 9 �i1a ies 8.00 { I 89.2 0 361+55-361+97 McCollister _ ' gii"011�' b0Q i 11.50 10.00 553.8 0 356+22-361+20 McCollister uth.i ` Varies 10.00 '. _ 23.0 361+61-361+77 McCollister __ Median 12 12.00 15.6 40 Refuge Landing McCollister/Sycamore NrI • + I � 33.9 20 361+32-361+55 McCollister/Sycamore fia L t _ 66.8 _ 20 361+20-361+61 Sycamore East 15 5.00_, 8.3 _ 0 101+61-101+76 - Totals: 4.3 54 2886.4 32.3 3.8 824 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.10 11/27/2019 2:32:33 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 104-9 10-17-17 LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE Refer to Soils Sheets * Not a bid item. Bridge berm quantities assume a trench depth of 24 inches. Location Longitudinal Subdrain (DR-303) Subdrain Outlet Depth Class "A"* Shoulder Backslope Bridge Berm (EW-203 or EW-204) 4040.233 Porous* Line Road or Lane Crushed Station to Station Side D Backfill Remarks No. Identification Size Length Size Length Standard Road Plan Size Length Standard Road Plan Stone Station IN IN FT IN FT and Type IN FT and Type CY CY- - 1 McCollister 322+35.50 324+97.50 LT 36.0 6.0 268.5 322+35.50 24.9 CAP OR CONNECT TO EXISTING SUBDRAIN 324+97.50 4040.233 CONNECT TO 1-218 2 McCollister 325+02.50 326+37.60 LT 36.0 6.0 138.9 - 325+02.50 4040.233 12.9 CONNECT TO I-218 �. _� 326+37.60 4040.233 CONNECT TO I-215 3 McCollister 326+46.40 327+68.00 LT 1 36.0 6.0 125.0 326+46.40 _ 4040.233 11.6.I CONNECT TO I-215 , 327+68.00 4040.233 CONNECT TO 1-213 4 McCollister 327+77.00 332+25.00 LT 36.0 6.0 454.8 327+77.00 4040.233 ,•.1 CONNECT TO I-213 332+25.00 4040.233 CONNECT TO 1-211 _ 5 McCollister 332+34.00 332+67.00 LT 36.0 6.0 33.0 332+34.00 4040.233 3. CONNECT TO I-211 332+67.00 4040.233 _ CONNECT TO I-211A 6 McCollister 332+72.00 334+81.00 LT 36.0 6.0 208.0 332+72.00 4040.233 19.3 CONNECT TO I-211A 334+81.00 ' _ 4040.233_ . CONNECT TO 1-209 McCollister 334+89.00 336+58.00 LT 36.0 6.0 168.0 334+89.00 ! 4040.233 __15.6 CONNECT TO 1-209 336+58.00 '� 4040.233 CONNECT TO 1-207 McCollister 336+62.00 340+10.00 LT 36.0 6.0 346.2 _ 336+62.00 4040.233 32.1 CONNECT TO 1-207 340+10.00 1 4040.233_ • CONNECT TO I-204 McCollister 340+20.00 341+20.00 LT 36.0 6.0 99.0 340+20.00 i 4040.233 9.2 CONNECT TO 1-204 341+20.00 4040.233 CONNECT TO I-201 McCollister 341+30.00 344+90.00 LT 36.0 6.0 354.2 �_-_ 341+30.00 4040.233 32.8 CONNECT TO 1-20 344+90.00 4040.233 CONNECT TO I-1 McCollister 345+00.00 345+97.00 LT 36.0_ 6.0 96.1 _ -,345+00.00 4040.233 8.9 CONNECT TO I- 7 345+97.00 4040.233 `_ONNECT TO 115 McCollister 346+03.00 347+52.00 LT 36.0 6.0 147.2 346+03.00 , 4040.233 13.6 ciNNECT T. -115 347+52.00 _ 4040.233 , C• ECT . 1-113 _ McCollister _ 347+58.00 349+73.00 LT 36.0 6.0 212.2 347+58.00 i 4040.233 19.6 i CO . CT 0 I-113 - 349+73.00 4040.233 CONN.. TO I-111 McCollister 349+77.00_ 351+97.00 LT 36.0 6.0 220.0 349+77.00 _ 4040.233 20.4 < CON ' `. TO I-111 351+97.00 ! 4040.233 i CO4 'EC -TO I-109 McCollister 1 352+02.00 353+78.00 LT 36.0 , 6.0 175.0 _ 352+02.00 ___ 4040.233 16.2 NECT • I-109 353+78.00 4040.233 ONNECT Te.1-107 McCollister 353+82.00 356+21.00 LT 36.0 a_ 6.0 238.0 353+82.00 4040.233 22.0 CONNECT TO -107 �- 356+21.00 4040.233 CONNECT TO 04 McCollister 3• 56+29.00 358+18.00 LT 36.0 6.0 188.1 356+29.00 4040.233 17.4 CONNECT TO I- -%4 358+18.00 _ 4040.233 CONNECT TO I-1 _ _ McCollister 358+22.00 361+94.00 LT __36.0 6.0 383.5 ! 358+22.00 i 4040.233 35.5 CONNECT TO I-101 _ 361+94.00 ' CAP OR CONNECT TO- XISTING SUBDRAIN McCollister 3• 22+35.50 324+97.50 LT 36.0T 6.0 256.0 , 322+35.50 23.7 CAP OR CONNECT TO --ISTING SUBDRAIN __ 324+97.50 4040.233 CONNECT TO 1-219 = McCollister 325+02.50 326+37.00 LT �36.0 6.0 131.0 325+02.50 4040.233 12 CONNECT TO 1-219 326+37.00 4040.233 CONNECT TO 1-214 M• cCollister 326+47.00 327+64.00 LT 1 36.0 6.0 114.5 326+47.00 _ 4040.233 . 0.6 CONNECT TO 1-214 2 37+64.00 4040.233 CONNECT TO I-212 McCollister 327+74.00 332+26.00 LT 3.6.0_ 6.0 445.7 327+74.00 4040.233 41.3_ CONNECT TO 1-212 332+26.00 4040.233 CONNECT TO 1-210 M• cCollister 332+34.00 334+80.00 LT 36.0 6.0 246.0 332+34.00 4040.2 22.8.J CONNECT TO I-210 334+80.00 i 4040 33 _ ' CONNECT TO 1-208 McCollister 334+89.00 336+58.00 LT 36.0 6.0 168.0 _ 334+89.00 i 4% %.233 15.6 CONNECT TO I-208 336+58.00 r 's40.233 CONNECT TO 1-206 McCollister 336+62.00 340+11.00 LT 36.0 6.0 350.0 _ 336+62.00 4040.233 32.4_ CONNECT TO I-206 340+11.00 4040.233 ' CONNECT TO 1-203 - McCollister 340+19.00 341+21.00 LT 36.0 6.0 103.0 i 340+19.00 4040.233 9.5 CONNECT TO I-203 341+21.00 4040.233 CONNECT TO I-202 i McCollister 341+29.00 344+91.00 LT 36.0 f _ 6.0 367.8 I 341+29.00 4040.233 34.1 CONNECT TO I-202 1 344+91.0! 4040.233 CONNECT TO I-116 McCollister _ 344+99.00. 345+98.00 LT 36.0 6.0 100.0 1 - 344+99 %0 4040.233 9.3 CONNECT TO 1-116 _ 345+•..00 4040.233 CONNECT TO 1-114 McCollister 346+02.00 347+53.00 LT 36.0 6.0 152.8 346++2.00 4040.233 14.1 CONNECT TO I-114 347+5 .%0 4040.233_ _ CONNECT TO I-112 McCollister 347+57.00 349+72.00 LT -36.0_ I 6.0 217.8 j __ 347+57.00 4040.233 20.2_ _ CONNECT TO 1-112 1 349+72.00 4040.233 CONNECT TO I-110 1 McCollister 349+77.00 351+98.00 LT 36.0 6.0 220.0 ( 349+77.00 4040.233 _ 20.4 _ CONNECT TO I-110 _ t 351+98.00 4040.233 ' CONNECT TO 1-108 McCollister 352+03.00 353+78.00 LT 36.0 6.0 175.0 352+03.00 4040.233 16.2 CONNECT TO 1-108 �/ q{ , 353+78.00 4040.233 _ CONNECT TO 1-106 McCollister 353+82.00 356+20.00 LT 36.0 6.0 238.0 •M VI A� 353+82.00 4040.233 ,..._._,__ 22.0 CONNECT TO I-106 _ -J' j tt 356+20.00 4040.233 CONNECT TO I-103 _ � i -McCollister 356+29.00 358+17.00 LT ,__ 36.0 6.0 188.1 i 356+29.00 4040.233 17.4 CONNECT TO I-103 _ 358+17.00 4040.233 _ CONNECT TO I-102 _ I*1 :II -t r 358+22.00 4040.233 33•1_ _ CONNECT TO I-102 McCollister .___ 358+22.00 361+73.00 LT �36.0 6.0 357.9 {' 'Q1�] 361+73.00 CAP OR CONNECT TO EXISTING SUBDRAIN Totals: 7687.3 _ _ 4040.233 = 66 712.0_ ' FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.11 11/27/2019 2:32:33 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 108-22 04-16-13 PAVEMENT MARKING LINE TYPES See PM-110 *BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. **NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field. BCY4: Broken Centerline (Yellow) @ 0.25 DCY4: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1.25 BLW4: Broken Lane Line (White) @ 0.25 ELW4: Edge Line Right (White) @ 1.00 ELY4: Edge Line Left (Yellow) @ 1.00 CBW6: Crosswalk Bar (White) @ 15.00 SLW2: Stop Line (White) @ 6.00 SLW4: Solid Lane Line (White) @ 1.00 LDWB: Lane Drop (White) @ 0.50 CHW8: Channelizing Line (White) @ 2.00 CHY8: Channelizing Line (Yellow) @ 2.00 DLW4: Dotted Line (White) @ 0.33 MNY4: Median Nose (Yellow) @ 1.00 Location Length by Line Type Unfactored) Dir. of Side BCY4* DCY4 NPY4** BLW4 ELW4 ELY4 CBW6 SLW2 SLW4 LDWB CHW8 CHY8 DLW4 MNY4*** Remarks Road ID Station to Station Marking Type Travel L I C I R STA STA STA STA STA STA STA A STA STA STA STA STA STA STA Gilbert 1102+74.00 1103+27.00 Both Waterborne/Solvent Paint x x 1.08 McCollister 316+39.00 316+99.00 Both 1 Waterborne/Solvent Paint x x -_ 1.20 . Gilbert 1102+77.00 1103+07.00 NB Waterborne/Solvent Paint x _ 0.3 _ McCollister 317+24.00 318+49.00 WB Waterborne/Solvent Paint x 1.25 McCollister 318+45.00 319+12.00 BOTH Waterborne/Solvent Paint_ x_ +4 - 1.34 McCollister 317+24.00 322+35.00 EB Waterborne/Solvent Paint x 4 5.12_, McCollister 319+12.00 326+57.00 BOTH Waterborne/Solvent Paint x- ' 30.80 McCollister 322+35.00 323+36.00 EB Waterborne/Solvent Paint x ' 2.00 _ McCollister 325+46.00 326+56.00 EB Waterborne/Solvent Paint x___ _ 1 0 McCollister 326+65.00 326+65.00 BOTH Waterborne/Solvent Paint x , 1 0.45 411\ McCollister 327+62.00 328+72.00 WB Waterborne/Solvent Paint x _ 1.1 . McCollister 327+52.00 ' 327+52.00 BOTH Waterborne/Solvent Paint x 0.45-' McCollister 327+62.00 338+94.00 Both Waterborne/Solvent Paint x 46.77 McCollister 337+84.00 338+94.00 EB Waterborne/Solvent Paint x 1.10 McCollister 338+98.00 338+98.00 BOTH Waterborne/Solvent Paint x L^ 0.45 McCollister 339+97.00 339+97.00 BOTH Waterborne/Solvent Paint x 0.45 McCollister 340+06.00 _ 355+07.00 BOTH Waterborne/Solvent Paint x 61.97 McCollister 340+06.00 341+16.00 WB Waterborne/Solvent Paint x � j 1.10 , McCollister 353+97.00 355+07.00 EB Waterborne/Solvent Paint x : ( 1.10 McCollister 355+16.00 355+16.00 BOTH Waterborne/Solvent Paint x 0 45 �. McCollister 356+07.00 356+07.00 I BOTH Waterborne/Solvent Paint x , 0.45 •.McCollister 356+16.00 360+14.00 BOTH Waterborne/Solvent Paint x 6.50_ McCollister 356+16.00 357+26.00 WB Waterborne/Solvent Paint__ x 1.10 McCollister 360+14.00 360+58.00 r WB Waterborne/Solvent Paint x 0.44 McCollister 360+14.00 360+68.00 EB Waterborne/Solvent Paint x ,_-_,__ 0.54 McCollister 360+58.00 361+95.00 WB Waterborne/Solvent Paint x 1.49 McCollister 360+68.00 361+71.00 EB Waterborne/Solvent Paint ! x 1.08 __ _ McCollister 361+42.00 361+42.00 BOTH Waterborne/Solvent Paint x x x 0.30 . McCollister 361+59.00 361+68.00 WB Waterborne/Solvent Paint _____ x r __-_ 0.10 ; McCollister 361+61.00 361+65.00 EB Waterborne/Solvent Paint x _ 0.04 McCollister 100+08.00 100+37.00 ; SB _ Waterborne/Solvent Paint x 0.29 McCollister 100+37.00 100+66.00 SB Waterborne/Solvent Paint x 0.29 McCollister Varies Varies BOTH Waterborne/Solvent Paint x 11.40 [nclude All Raised Median Noses i Total: Waterborne/Solvent Paint 10.24 I - Factored 3.00 79.20 1.80 ! 7.85 1.16 312.08 4.00 0.10 11.40 ----- -r--_ --- -�- Bid Quantity: Painted Pavement Markings, Waterborne or Solvent-Based 430.83 ., Nt. 112-4 r 102-4 10-21-14 // 10-18-11 CURBS AND RAISED ISLANDS LOCATIONS •-' ROAD CLOSURE , Refer to PV-20, PV-102, and 6000s Detail Series. :'R R I CAD E S °Bid Item Island Interior�1 Curb and Gutter R;. -r to SI-181 and SI-182. Point No. Station Offset Area l�J Gutter Width Length® Remarks SY Curb Type FT LF Location WW 5I-181 SI-182 1 316+31 36' RT 6" Standard PCC 33.0 33.0 SW Gilbert & McCollister Remarks 2 316+37 44' LT 1 6" Standard PCC 14.0 14.0 NW Gilbert & McCollister No. I Station LF LF No. 3 317+07 36' RT ! 6" Standard PCC _33.0 33.0 SE Gilbert & McCollister 1_� 1301+51.00 31.5 1 4 317+07 36' LT 6" Standard PCC 33.0 33.0 NE Gilbert & McCollister 2 1302+49.00 t 31.5 1 3 1401+51.00 31.5 1 113.0 - 4 1402+49.00 ' 31.5 1 1 fi ;II bra L` 33a oaZ FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.12 11/27/2019 2:32:34 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 108-29 04-21-15 PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM-111 Location 4111 �{/y� y_ Identification Station Side111.4111'ilk ( t V �' SCHOOL X ING STOP AHEAD ONLY BIKE LANE EXIT Groove Remarks oa STAW RTAW LTAW CSRW CSLW 1 CSTW _ CRLW FERW LLRW RLRW RRCW BLSW WCSW WPSB SCLW XNGW STPW AHDW ONLW BIKW LANW XITW EACH McCollister 317+48 LT 1 1 McCollister 317+70 LT 1 ___ McCollister ( 317+98 LT 1 1 McCollister T 319+14 RI 1 y ________i, 1 McCollister 325+86 RT 1 McCollister 326+13 RT __ 1 _ McCollister 326+37 RT4 1 �� �_ McCollister 326+38 LT 1 1 McCollister 327+66 RT 1 1 McCollister_ 327+69 RT 1 McCollister 327+91 RT 1 McCollister 328+19 RT 1 McCollister 338+20 RT 1 McCollister 338+42 RT 1 McCollister 338+70 RT _ 1 McCollister 338+77 LT 1 1 McCollister 340+07 RT 1 1 McCollister 340+20 LT ! 1 McCollister 340+42 LT1 1 McCollister 340+70 LT I 1 McCollister 354+38 RT { 1 McCollister 354+60 RT f 1 McCollister 354+88 RT I 1 IL McCollister 354+90 LT 1 1 McCollister 356+14 RT ' 1 1 McCollister i 356+31 LT 1 , . McCollister 356+52 LT , 1 McCollister 356+81 LT 1 1 McCollister 359+86 LT 1 1 Total: 8 14 2 8 Total: 39 110- . 04- 13 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL * Not a bid item Length of Pipe Fill Material* Abandonment, Plug Only Sanitary or S 36 inch > 36 inch Location/Description Storm Sewer or Abandonment, Plug and Fill diameter diameter Flowable Mortar or CLSM Remarks or Removal LF LF CY Covered Wagon _ Storm Sewer Removal 32 Covered Wagon Storm Sewer Removal 28 Covered Wagon_ Storm Sewer Removal 100 ` Covered Wagon Storm Sewer Removal 50 , Covered Wagon_ Storm Sewer Removal_ 70 _ _ Covered Wagon -_ Storm Sewer Removal 20 _ - Total: 300 - 104-10 110-2 08-01-08 04-16-13 ADJUSTMENT OF FIXTURES REMOVAL OF EXISTING STRUCTURES Location Location 1 Description 1 Remarks No. Type of Fixture Adjustment 325+44 LT FIRE HYDRANT Station 328+37 LT FIRE HYDRANT 1 327+00 LT Sanitary Manhole From 650.00 to 649.36 332+34 LT FIRE HYDRANT 2 329+44 CL Sanitary Manhole From 650.38 to 651.25 326+60 LT STORM INTAKE 3 329+44 RT Sanitary Manhole From 651.76 to 650.82 326+60 RT _STORM INTAKE t 'i°E.t; 327+70 LT STORM INTAKE \,; vl' tt 327+70 RT STORM INTAKE Nk .A.3-13 �1 {..' 332+44 LT ^} STORM INTAKE 332+44 RT _; STORM INTAKE 1 1 333()IU t� .� a n-A3 - FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.13 11/27/2019 2:32:34 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 190-51 190-66 MODIFIED 10-21-14 MATERIALS FOR TYPE 'A' SIGNS BY CITY SUMMARY OF TYPE 'A' SIGNS SIGN LOCATION PERFORATED SQUARE STEEL TUBE Sign Number Quantity Size Total Sign Area SIGN NUMBER DIR OF EACH IN SF TRAVEL McCollister Blvd 2 48 X 8 5.3 LEG 1 LEG 2 LEG 3 ANCHOR STATION McCollister BLvd> ! 1 96 X 12 8.0 FT FT FT CONC 1 SOIL ISLIPBASE R1-2 T 3 48 X 48 X 48 48.0 R3-17 EB 318+40 8.5 -_ 1 R2-1 ! 7 24 X 30 35.0 R3-17a EB 318+40 SHARE R3-17 _ 12 - 24 X 18 36.0 R3-17 EB 319+15 8.5 1 R3-17a_ 2 24 X 8 2.7 R4-11 WB 319+15 9.5 • 1 R3-17b 2 24 X 8 2.7 R3-17 v WB 320+00 8.5 ! 1 R4-11 1 2 30 X 30 12.5 R3-17b WB 320+00 SHARE R4-7 __ 7 24 X 30 35.0 _ R2-1 EB 320+45 10.5 1 R6-4A 4 30 X 24 20.0 R8-3 EB 320+45 SHARE _- _ ___ _ - R6-SP _ 3 36 X 30 22.5 S Gilbert St WB 321+50 10.5 1 __ R8-3 7 24 X 30 35.0 . W3-3 WB 321+50 SHARE _ _ -__ �____ _- _ __ S Gilbert St 1 42 X 8 2.3 ` R4-7 EB 323+26 10.5 1 Sycamore St SE I 1 54 X 8 3.0 OM1-2 EB _ 323+26 _ SHARE `_ Sycamore St SE> 1 2 96 X 12 16.0 R2-1 WB __ 325+00 10.5 1 W13-1 1 18 X 18 2.3 R8-3 WB 325+00 SHARE _. OM1-2 7 18 X 18 15.8 D11-1 & M6-3 EB 325+75 8.5 1 �_ _ _ W2-6 1 36 X 36 9.0 • D11-1 & M6-2R WB 326+10 8.5 1 W3-3 _ 1 36 X 36 9.0 _ D11-1 & M6-7L EB 326+32 8.5 1 D11-1 6 24 X 18 18.0 R3-17 WB _ _ 326+55 8.5 1 _. __ _____ M6-X j 6 12 X 9 4.5 D11-1 & M6-1R EB 326+55 SHARE ; - D11-1 & M6-1L NB 326+65 8.5 I 1 _.._.__- TOTAL 342.5 R4-7 EB 323+26 10.5 1 OM1-2 EB 323+26 SHARE `' D11-1 & M6-7R WB 326+95 8.5 I 1 R4-7 EB 323+26 10.5 1 190-62 OM1-2 EB _ 323+26 SHARE 10-15-13 R3-17 EB 327+65 8.5 1 R2-1 EB 329+00 10.5 1 EXISTING SIGNS TO BE REMOVED BY C R8-3 EB 329+00 SHARE R2-1 WB 337+50 10.5 -__._ 1 PPORT R8-3 WB 337+50 SHARE TYPE 'A' TYPE 'B' REMOVE & REINSTALL ! - CONCRETE TRUCTURE - R3-17 WB 338+90 8.5 1 1 SIGN SIGN EXISTING SIGNS 'PPLICABLE '-- _-_ FOUNDATION & R4-7 WB _ 339+10 10.5 1 SIGN NUMBER OR LOCATION DIRECTION ASSEMBLY ASSEMBLY ,IGNING REMARKS OM1-2 WB 339+10 SHARE DESCRIPTION STATION OF TRAVEL TYPE 'A' TYPE 'B' FOUNDATION R4-7 EB 339+90 1 10.5 CO OTES RA RB RR RR RS 0M1-2 EB 339+90 , _SHARE _ R3-17 EB 340+15 8.5 _ 1 FACH EACH EACH a ie H R2-1 � WB 341+50 10.5 + 1 No Outlet (W14-2) 317+57 EB 1 , R8-3 WB 341+50 SHARE j Stop Sign/Street Name 326+90 WB f 1 R2-1 • EB 353+50 10.5 :__. 1 g R8-3 EB 353+50 SHARE R3-17 WB 355+00 8.5 _ 1 R4-7 _ WB 355+25 10.5 1 OM1-2 __ WB 355+25 SHARE R4-7 EB 356+00 10.5 1 1 OM1-2 EB 356+00 SHARE R3-17 EB 356+30 8.5 i 1 W2-6 EB 358+60 12.5 : 1 Sycamore St SE EB 358+60 SHARE W13-1 EB 358+60 SHARE 1 R3-17 EB 359+00 8.5 1 R3-17b EB 359+00 SHARE R2-1 WB 359+50 10.5 1 R8-3 WB 359+50 SHARE ' - R3-17 WB 360+00 8.5 j 1 R4-11 EB _ 360+10 9 f 1 R3-17 WB 360+75 8.5 1 R3-17a WB 360+75 SHARE R1-2 EB 361+60 10.5 1 CUSTOM EB 361+60 SHARE ! ,• McCollister BLVD NB 98+00 SHARE EXISTING R1-2 SB 99+60 10.5 1 . - CUSTOM SB 99+60 SHARE Sycamore St SE> _SB 99+67 8 8 2 R6-4A • SB 100+75 9.5 1 R6-4A NB 100+30 9.5 1 R6-4A EB 100+30 9.5Y 1 R6-4A WB 100+75 9.5 1 1 n tk, Sycamore St SE> _NB 101+17 8 I 8 1 ,� %i'J " O CUSTOM R1-2 SB ' 101+25 10.5 SB 101+25 SHARE I }� S �� )al � McCollister Blvd> SB __ 100+58 8_ 8 2 t L3� McCollister BLVD SB 103+55 SHARE EXISTING 1 f t 33a 41IU 426.5 i 24 l 4 48• I a L. FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.14 11/27/2019 2:32:34 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm SURVEY SYMBOLS UTILITY LEGEND PLAN VIEW COLOR LEGEND OF PLAN AND PROFILE SHEETS LINEWORK Design Color No. • FHD Fire Hydrants TLNR Tree Line Right - E l — M I D A M E \U ILA N Green (2) MIN Existing Topographic Features and Labels TVP TV Pedestal FW Wire Fence C Blue (1) Proposed Alignment, Stationing, Tic Marks, and Alignment Annotation FLG Flag Poles FWD Wood Fence FO C E N T U R Y L I N K Magenta (5) Existing Uti Titles BB Billboard TDL Trafic Detection Loop SHADING Design Color No. - F02 — IOWA CITY FIBER Yel low (4) Highlight for Critical Notes or Features SI Sign HDG Hedge Row Red (3) V///.{Delineates Restricted Areas • MM Mile Marker Post D Centerline Draw or Stream(Down) Lavende (9) Temporary Pavement Shading G — IOWA CITY GAS INB Storm Sewer Beehive Intake • - RET Retaining Walls Gray, Lig (48) Proposed Pavement Shading Gray, Med (80) NEM Proposed Granular Shading TEV Evergeen Tree - SAN(B) - IOWA CITY SANITARY Gray, Dark (112) MIN Proposed Grade and Pave Shading "In conjunction th a paving project" TDC Tree Deciduous Brown, Light 36) Grading Shading TFR Tree Fruit Tan ( Proposed Sidewalk Shading ST.S.(B) IOWA CITY STORM Blue, Light (23 MEM Proposed Sidewalk Landing Shading SHR Shrub Pink (11) Proposed Sidewalk Ramp Shading • PPA Power Pole Co.1 - TV — M E D I A C 0 M IN Storm Sewer Intake PROFILE EW COLOR LEGEND OF P . N AND PROFILE SHEETS • MH Utility Access(Manhole) - W — IOWA CITY WATER MAIN LINEWORK Design Colo No. • TSG Traffic Signal Green (2) MI=E ting Ground Line Profi OUT Tile Outlet Blue (1) Pro sed Profile and An ation Magenta (5) MEN Exist g Utilities • TSL Traffic Signal and Luminare Blue. Light (230) Propos Ditch Gra•• , Left SL Speed Limit Sign Black (0) Propose Ditch Gr :es. Median • GP Guard Post(Less Than 4 Posts) Rust (14) Proposed tch ..rades, Right MIS Miscellaneous R c Ref erence Point RIGHT-OF-WAY LEGEND Efb TPD Telephone Pedestal Station Survey Ll GV Gas Valve A - Sect Corner A Proposed Right-of-Way EB Electrical Box A Existing Right of Way - - - — - - — - - — •und Line Interce t UB Utility Box A Existing and Proposed Right-of-Way Saw Cut WV Water Valve ® Easement and Existing Right-of-Way • PR Electic Riser Pole '— Guardrail ', 0 Easement (Temporary) LUM Luminaire Trench Drain • Easement CUL Culvert HighTension Cable ► A Access Control Guardrai I LIN Miscellaneous Line - Property Line Sheet Pile TIL Tile Line GDL Guard Rail Steel \\\\ Pavement ;g*:.•:•:�; Grubbin559 g Area UTILITY CONTACTSg - - ROC Rock Outcropping BLD Building or Foundation NAME TYPE UNE CODE CO . CT EMAIL ADDRESS CITY STATE ZIP CON Concrete or A/C Slab Iowa City Water Water W K: n Slutts kevin.slutts@iowa-city.org 410 E.Washington Street I. a City IA 52240 Mid American Energy-Gas Gas G C. .on Hemphill crhemohill@midamerican.com 1630 Lower Muscatine Rd to :City IA 52240 CU Back of Curb Mid American Energy-Electrical Electrical El Jason Warren jlwarren@midamerican.com 1630 Lower Muscatine Rd low ity IA 52240 GU Gutter In Front of Curb Iowa City Wastewater Wastewater SAN Jesse Eister jesse-eister@iowa-city.org 4366 Napoleon Street,SE Iowa 'ty IA 52240 Information Technology Services ITS Trent Hansen trent-hansen@iowa-city.org 410 E.Washington Street Iowa City IA 52240 ENP Edge Paved Entrance&Park Lot Centurylink Fiber Optics FO Tom Sturmer thomas.sturmer@centurylink.com 302 S Linn Street Iowa City IA 52240 SWK Sidewalk Mediacom TV TV TimEagen teagan@mediacomcc.com 546 Southgate Ave Iowa City IA 52240 EP Edge of Paved Roads(ML or SR) ENT Centerline BL of Entrance SH Paved Shoulder `(v \C3\ SNP Unpaved Shoulder tV t 0, ). IA?) 31.3pZ DU Centerline Draw or Stream(Up) �,C3 BNK Stream Bank �l .�� d L\ `j � PLAN AND PROFILE EG Edge of Gravel Road LEGEND AND SYMBOL WAWA' RIP Rip-Rap `. ' ,- "----, DIK Centerline of Dike or Dam _ 5 INFORMATION SHEET "v-v rTh" TLNL Tree Line Left (COVERS SHEET SERIES D, E, F, H, & K) FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER D.1 12:49:32 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_D01.DGN THE PRESERVE @ SANDHILL LLC OUILOT "A" Southgate BP 1102 Properties LLC CONSTRUCTION LIMITS '4 A4 SAWCUT AND REMOVE EXISTING CURB - � '' ,r x- - TIE INTO EXISTING WATER MAIN O i ici CO m 0. SAWCUT AND REMOVE N m 0 •.� " EXISTING CURB {I� POT St�a 11p3tp�,,p0 1 �p c 1 iU.S k Is. ,. .. SAWCUT AND CURBEMOVE \\\ if ISMS] Aggi: Ai- - • ..., Obi SAWCUT AND REMOVE s!`. _ EXISTING CURB PATCH AREAS w SAWCUT AND REMOVE EXISTING i� Cr) SIDEWALK AND CURB �_ _ _ _ _ CONSTRUCTION LIMITS If 1 104 , --0,_` '. 4 For Sidewalk Details Refer To S-Sheets City of Iowa City ' HE PRESERVE @ SANDHILL LLC ""'Ri�' 4 , `; i� ;`� 0 OUILOT "B" For Signal Details - 4. .n 1?Y-.,.._�...- Refer To N-Sheetst FEET ' 710- 655Ell I - r.....411 655 650 ' I _ I a , i__ i 650 ' MN 11 IbitH 645 I N' 645 NIl : *1 cDd-( 11111 1 � 640 - +- - 1 d %o l .I. i,i,+J Viii E I 1111 °la) 640 635 `1 • .'. 1 1 = I NI 11111 1 635 j 1 J. I - -- + +25 +5O - +75 +25 + 0 +75 +25 +50 315 +25 + iT +75 +25 +50 + 5 37--, +25 + +75 +25 + +719 ... +25 +5 - +75 320 32 L _ FILE NO. I ENGLISH I DESIGN 1M AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER D.2 I 12:49:38 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_D01.DGN THE PRESERVE @ ADJUST MANHOLE ORTIZ, SANDH ILL LLC GEIRMAN & OUTLOT "A" ALA INA A THE PRESERVE @ CONSTRUCTION LIMITS SANDH ILL LLC REMOVE HYDRANT ta 327+08.89 (McCollister)= OUTLOT "A" END TAPER REMOVE EXISTING INTAKE, / SSta 1200+00.00 (Covered Wogon)PANTHER, ,r, , 324+36.37 27.50 LT _ _ — __- -- — e.-' — — — — _ — — 4 MQRIIN & N _ • : �-_� -_^ 1 LOREf fA M _ .©r p ,� SANDHILL ESTATES — � �y �i► �I j�� , OWNERS ASSOCIATION �_ `_ �/ / OU PLOT E 4., ^� --.. i ' `� REMOVE_EXISTI G INTAKE REMOVE SIDEWALK ,5 � \ ur 40 N"" -- - - , AVAIWAVArapir .. , // „�, i"„ // �� REMOVE HYDRANT 00100011°61r // / ' , ' Arag --'-- / / // /010 / / / , / , / 41411111ftftir 4 ///)1111111P,„ . - ---.. as - - - 4," , , , // z/, s. ...., __ — / ///,/ / , , , , // / , — ", , , , . , ,;/ , / / L A / A / �%; 7 D TAPER : / 1 /// 324+36.37 27.50 RT ! j / `/ lt amc. ler - lll SAWCUT A\D_E evE — _ � / / EXIS_.iW6 AVEMENT - - — — — — — // -1.-l41-a1-1-141-11..1P'1,r 50 ~ — CONSTRUCTION LIMITS REMOVE EXISTING INTAKE �_ +35 — ` sta. 3 Paving - REMOVE EXISTING INTAKE144104 ge91n n — — i / ' , Y ;� CONSTRUCTION LIMITS \ • 44 . .'kr" -s..-` -,r,..s'.4y„:t ‹.. fay ?" =+" •' `� `:�: ' 1""r 'may./' e : SIR r_'--, t.�, 'tl• . 0,;k ;vie!' �A j \ _ %.. I7 ,�Q+".�{ "i YS+. _ ." Ate` g,.��./ N ' .' '' ', For Intersection Details STORM SEWERR DRA NINAAGE AND Refer to L-Sheets THE PRESERVE @ .w 0 50 TO -ACWLTYE EASEMENT MLNT SANDH ILL LLC -- OUTLOT "B" e For Sidewalk Details � yx Refer to S-Sheets / FEET 660 ' 10.001 _ U__UUUU NM660 I 1 3. 'SD = 429' 655 •7 �■—■-- Ell4IPP ,� Len 120.00 ft 655 0.800% III Ill—■�-■■MallWAR1111111M 1 1 o -1111111-11111 M EEO EMI IPAIIIIIIIIII if ■ II - % Mid) Ilia ::: 645 � ■nN i ■■■640 Ncfl -r a > >Iw �1�3�1 Al! ■ 635 E _. ■ -- -- 635 .1 Ell MEM 1 1,- 1 • •• • • •• • N • •• CO O CO CO V' N O CO • • (+') in ^ Q` N N - . o 0 0 0 0 o 0 0 0 in (n in i it' in in in in in in d In in to in +25 +50 +75 32 +2•5 +-b +75 --._,f� +25 +0._. +75 cc�� +25 _"_..+ 0 co5 D co -• • _2 _ • 3 + co 322325326 +25 +50 +75 327 +25 + O +75 32 +25 J+50 +75 32� +25 +50 FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER D•3 12:49:47 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_D01.DGN ' ARAKSAROD, \ PAULA Prospect\Farms \ KASPAREK, BUILDERS OF LAUGHLIN, TIMOTHY A & gASSLER� HOPE GLOBAL SCHNICKER WOODROFFE, NAOMI A \ LORI A TIMOTHYAJ & VILLAGE INC NICHOLAS & LISA M & TOBIN, j LORETTA F STEPHANIE ROYCE W JAMES C \ '3 ' _''fit .._. `` •- ...• — — CONSTRUCTION LIMITS Q- - - - - - - - -- - - — - - - — = — SANDHILL ESTATES SANDHILL ST.AT_ES- - - - - - - - - - - - - - - "- - - - - - _ _ - - _ J - Q1NN�KS A�S�}C�A I IOC _ OWPIERS ASSOC,IAT ION — — — J `� __ -- — Q —REMOVE EXISTING INJ.kKE/ OUTLOT "�" � -- -- - - OUTLOT G° REMOVE HYDRANT ��8' DITCH � I ___ _ -0- - - - - - -_- - -. "' N CO 6-6 m CO 1 _�- — . _-- —m `� I - A M (� N .; 1 s ill -- AREMOVE EXISTING INTAKE_ .. _ _ , - --- \ A,.... ----- ar-- — A_�__.. Q — — — 1 — — — HE) T i — ' — ADJUST MANHOLES Y r INSTRUCTION LIMITS — — — CONTRACTOR TO AVO UNNESC SSARY S WORK WITHIN WETLANI -REA I i - _ ORANGE SAFETY FENCE PLACED AROUND �� '"f ;;`, ' ;;+ WETLAND AREA. 4 r. �' =" ,F --_,. n y r S & G Materials Prospect FarIms ' STORM SEWER DRAINAGE AND ; ,r -+., STORM WATER MANAGEMENT .r '� '".t- .' ."•= y F C ILTY EASEMENT .r .x .,,f. ",.;,l`e„ , — r _t 660 0.000 660 1 : '' ' Elv 6- 1.65' t Milli 368 rt 655 K 4 655 • +0.900% - ___.----_--_ __ +0.8517. _', L _ .250% I a , - - - --I - - - _ Di• . e , 650 1 1.250% -r +0.90..• 1 I 4- - VP I +20.000 —650.20 ---t— _ -I- - — r - — Elv 649.28 645 645 1 K = 56 t - I Len 12000 ft. I 640 III640 01fA113 *1°1 I 635 1 I , q 61 [ 1 I i 635 Urban Backsiopl A� Ai (,�,� L� � Urba- Backslcpe ,I, 8' Wide Ditdh Grade I �IJ 10' Wide Ditch G-ade ' t I No Ditch [/"��: No Ditch cc — Cr IC 0 �.i 00 Imo' 00 C N L() N. O f\ C N in N. O N If N. _- (`" n 1 (� I• O N d c0 01OD O N d- N. cr C �_- , ;_j - ,_j 0 Q, 0' O O O O 0 — N N N N N C: ir in ECca +25 +25 to L() 1.0 in Lcl in I.0 """ +25 co co 50 75 +25 +50 +75 +25 +50 +75333 c +50 75 Co34 ir__l_,2 +75 335 +25 +50 75 33 +25 +50 329 +25 + +75 30 331 f32 FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER 0.4 I 12:50:00 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_D01.DGN \ 1 I Prospect Farms I I � - 1I i z I ICC - — — _ _ I __- i CONSTRUCTION LIMITS I - I "� 10't DITCH _ _ I Q INSTAL SI-182 BARRICADE — — - - — 10' (' I — _ 'vim 10't DITCH — — — — ✓ \ - 5-10' DITCH TRANSITION^�� I I _ CV) 00 I 15' DITCH /`- I ei WH 6 �-�� WH V --'-le tn l v, l- -- ---------- - �_ � SMH-2 -- - Sta 339+50.00 (McCollister) _ - ---- - _ii -1-1: : - to 1 +11.se Armstrong �� ' _ __ , ____ __ __ : -.1-___-_-__-____ -_ : - , _ f - ---� ADJUST MANHOLE■ PM 1 I — _ FINSTAFENCE GATES I — I — ' _ I- - - - -I — I _- -- - _ _ I INSTALL SI-182 BARRICADE - - - - I �� -I-- CONSTRUCTION LIM ' , w For Sidewalk Details Prospect Farms I "'' I I • A'ixr. Refer to S-Sheets 3+€ I I 50 I .� �` , t it For Intersection De a s FEET rl Refer to L Sheets 1 VPI +3J.0Q0 665 ; t____Ini , III } EIv 659.27 SS s74971' 665 -- — en i98 86 f� 660 ... AIL .5861:— • 1_ , l' 1111 illi . 655 �_ 655 +0.900% �- +0.',5%_Lt. Ditch Grade _ - - - - - '- - - - - .- ! C 45' Lt Di h G rad 0 Lt. ::: • t�Ilg. 645 y01 640 = 640 1C' Wide Dltcn Grade ` }i . +a I L 1 i`v 10' .Wide Dlt h Grade 1 _1 _ No Ditch No Ditch -_. N O N N Ln N • 11 (� N O In O N in N I� Q` C CG Cl (C 00 .--� • al N co �--1 (") in ry O a C c0 M (' (7 da V V l7 I) Id co (C IIIIII • CO N 00 00 a0 cd c0 O' o4 CO IC) l!1 In 10 10 In In In In in L('f LC) in in in i n in In in 11) in CI +50 c 75 c cO •,. c0 cn + cD co c0 co 25 +-`O +�5 (.0 1 +25 50 +75 342 +25 50 +75 343 +25 50 +75 344 3 7 +25 + 0 +75 336 1 +25 +50 +75 339 . +25 +50 +75 340 FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER D.5 12:50:05 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_D01.DGN --- - Sta. 344+54.O0 7 0- Install 168' X 54;"RCP Prospect Farms 1 1 ►�°"- .. „ ,, F.L. - Lt. 651.1i3 / / I .., . ."-a�► .�,• ��.,. .... =w Rs. 650.52 - �See M.16 and C.2 for 6-ading Details. 1 -. a - ". =�' Sta. 344+64.00 / n .. 68' X 54" RCP Lt. / CONSTRUCTION LIMITS 1 I �"` F L - I 1 -„ y'. DITCH Rt. 650.58 — r ,. — �` 1 _ 1_ _ ___ _ _ _ _ _ - - ~4SDI _ — — — - ilb ` .-----__ Aolivi H I .N+.►� _DITCH _ — — ......................4.„, _ . — — — — ____4_,_PITCH CO II", - DITCH 1eigr,-.---- --- . - a el N co WH-9 - CO_________— _..____ y M _ Al lid Le1 15. M H 4 /I;orp' ,... - .......... ---------..1-,--- I- 7:::14111111111.11111.:11:__ ---_ __,---I , -..;.,----- -;--------I-I-- See M.16 for •rading Details: _ • — — - _ — _ _ — _ _ —I _ 1 """"":+ / CONSTRUCTION LIMITS __ -- --- — iP.__,,,. ++ ""oy=, N ��,� "'° 0 - 1 / i ..M✓ O _ / 7�F,ff Prospect Farms I . 1 �-.� . .""'- �.,,..T- r -` - ' _,..._ - FEET I =' 1 .... r + — _ , . 670 I I k 67O VPI +30.000 1 — I — ! — I — Ely 659.27 t -f- rt } 665 SSD =-197' I 66 K = 67 Len 100.00 ft _ - — — — ---- — +�.78�7 - - - 660 - - - - ` +1: /. L-t. -0.586% +0 780% - +1 oo Lz-p +0.•0% L Ditch G ade' p�trh Graje 660 t, • * _ - - - - - Ditch Gra e _ E61.00 .5Q +;5 . 0.�$6% VPI +0s.000 _�� �+ o Lit. 660.18 6 1 655 z Ely 65::.27 _ �de- a 6 8.1$ ( I 1 655 K = 7 _ ra ----- �_ 00%LI.- - 1 650 Di ch G f _ _ i i 650 ' 1t I 651.18 645 I } 0 611 Z ! 1 i { 1 645 10' Wide Ditch G-ade 1y �� — i. 10' Wide Dee Disci - - — de ilk pitch Grade P 15' Wide Ditch Grape No I Ain Ottr11 C CO - (C 1 LC) d co co O OT 0 O'• (C CC It O co I\ .J N d- 00 0 Co O N 11'' r- If I� Q' 0": CO m CC aC .. 0 04 0-: O C 0 , , N IC) Ln In If - if 1. L(') l!l ICl (D (C ( (0 (D CO (q CO ((C, (C (C ��pp (L! CO CO CO co CC CO CO CO CO Co (O (C SG + (75 3 4 +25 +50 +75 3�5 + +50 +75 46 +25 +50 +75 347 +25 +50 +75 3 8 +25 +50 +75 349 +25 +50 +75 350 +25 +50 +75 1— FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER D.6 I 12:50:16 11/27/19 anthony.hemaI \60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_D01.DGN .�...n••r-S-�..rri,w.�...b.*-...r•w+ ,�ayt,.._ ,w.r.w..,.,-.... • •s.�c+.t..,....� --. .:�:ww..+„ _...-,..*am.. ..:.._+. '-». •- y..y�r..,..,wrwt ,....» •......- -• y"" �,..::« —,.......-.....r-x.. ...... .�..�.....- --..=-- ..�.,.,...- ..1.... ",�.y... Prospect Farms =�-�~^ ,..... ...magi.. , •.r AW+.tii.�►ra�Y�.'�' y,yy.aiL. �r.m..v •oM..•..�M.�.'..+.'.Mr.v�. _ ,h +..Y..OiY+ A..1.•� - '+.wA .n►'•1tY'la..r�..�'+"r+. ,rr.r>.ww.....v .,,s.. ..._...Y.►+►��iM".. N••"tirm►w'.F+. w+i+..-., ••..r+.wAawwir.•*r..""`'"""'.�- ..x: ww�.c '••• '. ..,,.,Nr .�.-"r-- . •r..y ,+rU•... ". 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I ENGLISH DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER D.7 12:50:26 11/27/19 anthony,hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_DD1.DGN I I I GATENS MAUREEN '"'"""''r"'""` """"" BOCKENSTE�T, ANDREW J �.. .....w.�... wrap ww.• I ',�. ..i. _'."`r' ill ..i............1..___ _..,...,.....+--.- .,.o..r »-.,.........ram•. ►+ L E H M A N D E B R A S & T I M O 1 HY J '� ', > ` "...n.r.. r �� ✓ .."`,i....wrs�.. -.. I I I1 i H '• `... ,,,, ." `.., _ �."' ........ ,,.,.r. CONSTRUCTION LIMITS#"r^.... .....--�f.. •.. I I I x' . �z----„-_ 'k"` _ ti,r• -� _..�,,-- _ _ "---0`�--.,Y.,*.•�.'s. 1 I - .:� � •ti''�" `'`'..' �..>=� �•-�`,,„ „may,:.. • / .........--...,„,r7.,......„.,.....1_, ......:,......„.... ........:. iii ,..w.s.+ .� ,e.,,, ..c'....w..a+►< + _ c "re `".... .. ; O�^ .-,� '.Ar�:+ .,ay.,. — „e,..-.....a+.r+ I I \TUR E IMPROVEMENTS x 4T n. (0 .„ ` �.w��..a.a+..,,..,.. 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I i \ For Intersection Details ....d.++ F„�,,,�.,,...... ....' -- r.W.�, (� I— Refer to L-Sheets .�....„._--s� ..... I ; ,: FEET — --- 685 VP'I +25 f)00 I i E Iv;676.31 I 1 I 685 I ! I 680_- { Lett 170.00 f t. 1.000r 680 -t-l9 .+1..00 7.. S- -ter - 675 = 3 I i •j - _ _ 675 i COI +I 670 tOl^ 670 1 - - 665 - II . .,..„ 665 �:1a1-�,1r3 313 , III sso 4' de : 1 ] t 3 61t1� _ 660 o" Deep Ditches .Transition Ditch `�'� '' $`,koar-�a'kslope No DitchiiCnnO cr- ` ---s a ri cc CNC cG ct n n r n � h t` n +50 +75 3 9 +25 + ~-- +75 __. �_ 25 �. +50 j5 A.i_._ +25 +50 +75 1 62_ +25 +50 +75 3-3-- +25 _+50 +75 3�4 +25 +.56_._ +75 365-- +25 +50 +75 __ 366 FILE NO. ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION _I SHEET NUMBER D.8 I 12:50:35 11/27/19 anthony.hemaRrN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER_D01.0GN -, _ • \ '\ IMF \ ° j: n \ N Sta. 1200+79.30 t ., s ,,11004. 1 II \ Begin Paving s S.,ar „ • , , 7 . Alik +Y • \ ® r✓ f �t 11( t6 „;;,,S I Sta 327+08.89 (McCollister)_ ,_.. Sta 1200+00.00 (Covered Wagon) + ., , . I 1 I ay , s � I 9�, � j 1 s o� 1 I �� 50 I I COVERED WAGON :' '\ ' 1 . 1\C-1.\\ I 1 , : \ ,9� �'_ / 1. . FEET • RRr+ I I �*` a I of —� a31 yr LI N_ p Di WI Q. JY bb IA.:, As) _, I III ---------- 1P1111111 G r1 +1 84 III � i III�64ci “r.i I •I 1 In \Itel i 1 xd��� �� I i 1t L I 4Q61111 f I; • 1 _ 7 f 1 — 1 1200 +25 +50 +75 1201 +25 +50 +75 1202 +25 FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER E.1 20:16:46 11/26/19 anthony.hemahlUSWATIFP001\Data\Protects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_EOI.DGN _�� I 1 , , t i3138 I 1 r r I • ' l , I tlil'. itollorditii tli iii f II., i witilli -, 1 1I i '11 r tpltriti 1 i'll1111:14 >�111.( 3e I1 ill ,''''' iiii 4t•I'';11-'1111:1\141/1,111', j3 Iiiiii ;1- iiiiti , !* ,i1 i 01 I i _ N 0 M ..1 ' . 1 it I l e :, f f li . i. ,..-) I 11 li 1111A it I 0 II V' ' J om XC'.. .„ 41 ti c li )1 '---: r 1 1 li 1 li 1: r71—, I r- 0 r 1.9 1 1 1 i e i'l „ i ili 1 , i It 1 iiii:, 0 (,) ,..) ,.., ,1 . _ 0 ,,, f i i-, O ,` L 1 • 1111 _ °' i i .t 1', I— / _ —1'� t� 'r s. ~o , 1 ..�. Sta 839+50,00 (McCollister) = t—CD- I r/ ! �� r r ,1• - t a_ / a \,.. Sta 1' 02+00.00 (Armstrong) f �� t f Sta 35d 61.80 (McCollister) - ;i 1 I r T a ; (, 'I _ 3 Sta 1492+00,00 (Russell) t '1 1 I ill�; �� �' �� i .I 4 iri.,J f �� ;. �t' I II , \ J Iiii, 1i fitlit , li 1116' 1 .1 .......k I 1,:./..:; -it Ilt ' ;1 1: . ,z ' , _. . .. . _ ; . ! 11 f/. 1, �. 4 i_ ih ( i le � III l �. '. ,iIII11 ' I I 0 1 i I i / 1 {i Ai IF #`r'� itiil 1 III 1 11111 ii ,,i'Zli.' 1 :.' 1 \ ti / II/ 1 i'i / ',I t 4 1. , .f t. 1 ,t ‘,„:..„, \ ,,, , li i , , 1,1 - - - ty }‘ lti 1lit y Y 'hiii1i? fir I .I x .l ! � d sI Z Ln!!!n50 50 ` ARMSTRONG DRIVE ' RUSSELL DRIVE FEET FEET , I �- d 1 I I .11 to d 8 665 Ni ' j 665 675 Ni 675 +J 1 -4 I 4 -1I 1 n.� 1-1c0 9' +! I 0 660 a ' row; .j V 660 670 Wto w iico 670 'HP _ i� _ .,,Li _ _ _ _ `1 7'1��-11 / 655 /a 1.000 \ — 65- 665 1-- �.. 665 I� I 2.0001 - - 650 m 1 m 650 660 ______ __ 660 1 3 Vthal645 4t'It\CI ` 1 I I* i-3 645 655 655 33(11a650 t 1 640 640� i ` t ti _4 RQ __ 650 Gall , 1 1300 +25 +50 +75 1301 +25 +50 +75 1302 +25 +50 +15 1303 +25 +50---1 1400 +25 ;50 +75 1401 +25 +50 +75 1402 +25 +50 +75 1403 +25 +50 '2 FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER E. 20:17:00 11/26/19 anthony.hemaNNUSWAT1FP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_E01.DGN '.4 N N CV N (521 V, v, v • V V V i� V., V N, ur v v, v v v. v v V v V V, V, ur LO ci , \I. \i- ,i. \J- \I. ,i, ‘,... . ... , \i, _ \i, ._, \i, s, ch v v, v V, . - Sr vv. ., v. v . __ . __ . . . . V v. .. _ . • _ . ., v "\sss\ , ,. . v. - .1. \i, \I, \`' Illi .... \\___3 SEE C-SHEETS FOR MORE INFORMATION 1 N - - _ — y N r _ - y -.1;• y .1/ y y ; y y y y'`s ,v ••Ay -1, v y y . ' 6 iiiiiti..4/ ,,.:.___ _ _ ._...: . ........_........1 .,...:-.. _ _ v . .7 .. .7..._ ._, ._ _ __ . : _ . : : -3r .\- '' , — y vv w � . - LEGEND 313 Alfa �� - . - . HYDRAULIC SEEDING, TYPE 1 • '� J `7 N \.; WWI HYDRAULIC SEEDING, TYPE 2 i 1 i�® J3G 10Z -, TURF ESTABLISHMENT MAT, TYPE 2 — - - SILT FENCE OR PERIMETER CONTROL DEVICE r-s i " ) EROSION CONTROL FOR INTAKE OR MANHOLE WELL ....1" ten' = o 25 - • FEET I EROSION CONTROL OPEN-THROAT CURB INTAKE SEDIMENT FILTER Sta. 316+00 to 331+50 McCollister Boulevard FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER EC.1 I 20:18:32 11/26/19 anthony.hemaNNUSWATIFP001\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT-MCCOLLISTER_ECOI.DGN dOCIce ,� S�oQe oes/op Flow Line 6a oAesi Flow Line gaol Special Ditch Control e ,2 x, i''' (Wood Excelsior Mat) i 3:1 -r 3:1 3:1 e 3:1 W Topsoil(1") W W W 3' RECP 3' 3' TRM , 3' Seed and Fertilize W W W W W W W W Type 2 over Soil Fill W W W W W Type 2C n 0 1. W W W W W W W W W W y W SECTION A-A SECTI-0N B-B W WW ✓ WW WW • v 'y y y 4,.....r y,y \ \ W J. /W W Y y Y y y.0 _ W W W W W Y y y y Y y y Y y W / W W y * W W Y Y Y / \ W W W Al • Y - W• W W Y y \yy . W VP W W Y . Y WW W WY y yY ,\yY Y WW W WW Wyyyy �' Y Yy Y W W W WW y yY \! ; W W. W yY Y ./. W W Wy y , y to 4 W ` WW Y ROCK HECK DAM ,i. W W :Y. y y yY W * W Waf -y W W * W yY Y y Y 1.4 . \yVy W W W/W • V„Vy WW W W Y y y y y Y W W W ♦4 W 4y 4. • • _ W Y . \ : .. Y •y ' Y , _ ...- . , • W - - Y ' \: Y y y 1 :♦.• W WW W ....Iv W\\ yy W y yy . . ♦ : WS WW y y _ _ �v- * .♦•♦♦♦ ♦ yy\ \ -Y.Y y Y Yy Y yy W W .Y W 4. .. �\ y Y Y y y y y Y Yy y _\-•\Y • Y \- y 4. WWViii Y � YyyYw Y yY y Y yyyyY yyy yY YY Alir L% y v ' y: \ yy ©© Y YyYYyYY . y yv ' \�yyyY WWW Y Y y / yy � � yyy -�y r" yyy YY I.Y yyY W — W Y y W yy \ -Y yy `y yyY ° yY y... ' . _� - Y yy WWWWWW . _. , W �, y Y y Y� \ '_ YyY yy yy Y y y > y � yyyyyyyy � . . /. _ • \ may- yyyYY Y. _ . yyy yY y Yyyyyy4/� yyyYy y - I: - • '• _ . -Y yamyN yyYyyyy Yy y Y y Y Y yy yyy yN ' . - ' - . YYY Y y ' yyyy Y '• y y Y .4 .� yy ,.Y.Y�r •• _ - y= Y yy yy Y Y� y 4' ..4..4.... . ..1 y • *vas • / W CLASS E REVETMENT / WW / W W W W / / W W * W . W * / NOTE: TURF REINFORCEMENT MAT AND / W `"'`''WW ROLLED ERROSION CONTROL PRODUCT / WW WWW / SHALL BE INSTALLED AND PAID • W W W W / FOR ACCORDING TO IOWA DOT SPECIFICATION 2601 . LEGEND .1 HYDRAULIC SEEDING, TYPE 1 „ KIIMI HYDRAULIC SEEDING, TYPE 2 ' \O\ X 11.) r',,,01 < TURF REINFORCEMENT MAT, TYPE 2 `�313 ),i ROLLED EROSION CONTROL, TYPE 2C t i1 .II rNo ry� L 1 32 l 'l N ;o,z,.q ROCK CHECK DAM 1 — - — SILT FENCE OR PERIMETER CONTROL DEVICE -- _ ,) EROSION CONTROL FOR INTAKE OR MANHOLE WELL i 'ml SEE C-SHEETS FOR MORE INFORMATION o FLEET 58 EROSION CONTROL ` II Sta. 331+50 to 347+00 __' OPEN-THROAT CURB INTAKE SEDIMENT FILTER - McCollister Boulevard FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER EC.2 I 20:18:33 11/26/19 anthony.hemaNNUSWAT1FP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_ECOI.DGN 1• .1/ \1/ \1/ .1/ .1/ . \L \l/ .1/ .. • i• ► • \L \L J/ 1 L \1 \t/ .1/ \l/ \l/ \l/ \l/_J/- -fit/- . - .. .. .. .. mil/ .j/ \l/_ - - - •1/ \j/ .1/ ��.1/- -\1/ .. - _'— .. .. - / .1/ \1' \1' \l/ SEE C-SHEETS FOR MORE INFORMATION 1121111111111111111111111111111111111.1111111141101.1111 V .... il ' _.: , „,, .1., .1/ .1' .� kil v_ 20.1, ).‘ Illihils Adita s , , .vik • -su 1 _ ,_, 1 i • • Agit Ati. ., ---- - - - - -, low. '4. .. _ . _ • ,,:. ... „._,, ,,, . ...,, .4. ..„, Ain.„,.....,,..,„.......emosi \L .1/ .1/ , \L \I/ \I' .I/ .L \l/ \1/ .1/ .l. .1/ .1/ .1/ \I. .1/ \1/ \1/ 'l/ \L \L .1/ \1/ \I/ .1/ .1/ .L \J/ v/ .L \1/ \l - — - - — — — - — - - ' �- `i'— - -\I(- 4'- - `l/- -�= `L -\l'— \i'—`I' \I'- -I'- - - -`k- - -`1' -�'— mil'—'4' —\'- l'- - - -`L `I' -`l''— N. - - — - - — - — - - — � � . . - - - • -- - - • - / LEG W W W HYDRAULIC SEEDING,E TYPE I `� ��i3A ` ,f � NW HYDRAULIC SEEDING, TYPE 2 Tt©© 1 i TURF ESTABLISHMENT MAT, TYPE 2 1'1 :1 V18 L.` 3 3 6'g - - - SILT FENCE OR PERIMETER CONTROL DEVICE i -) EROSION CONTROL FOR INTAKE OR MANHOLE WELL 9 1 :, 0 25• .. FEET EROSION CONTROL _+ OPEN-THROAT CURB INTAKE SEDIMENT FILTER Sta. 347+00 to 362+00 McCollister Boulevard FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER EC.3 20:18:35 11/26/19 anthony.hemaNNUSWAT1FP001\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_ECO1.OGN Party Personnel Survey Information Mike Fagle - Land Surveyor Alignment Information Steve Miller - Survey Party Chief Jeff Coselman - Assistant Survey Party Chief The horizontal alignment for this survey is based on an office location. Date(s) of Survey Utility Information Begin Date 06/26/2018 A One-call utility design information request (Ticket Number 551804379) End Date 12/27/2018 was made on 05/24/18 and a One-call design locate request (Ticket Numbers 551804585, 551804586, 551804587, 551804588 and 551804589) General Information was made on 06/05/2018. The following Companies were listed: Measurement units for this survey are US survey feet. This survey is for the Company Symbol construction of McCollister Boulevard from Gilbert Street to Sycamore Street in Iowa City, Iowa CenturyLink FO City of Iowa Ci Gas G City of Iowa City ewer San(B) Vertical Control City of Iowa City S'orm Sewer St. S.(B) City of Iowa City W4ter Main W Vertical datum for this survey is relative to NAVD88. MidAmerican - Electric El Mediacom Iowa City TV `` A level circuit was completed from control point MC1 to control point MC9 and bench marks were established. g` Horizontal Control _ . x The horizontal coordinates used for this survey is Iowa State Plane South Zone (1 State Plane Coordinates held at control point number MC1 (North 599318.705, E< State Plane Coordinates were converted to Local Project Coordinates using the fc Sea level factor = 0.999973 Average project scale factor = 0.999976 Combine factor (Grid) = 0.999949113 1 /Grid = 1.000050887 HORIZONTAL AND VERTICAL LOCAL PROJECT CONTROL POINTS McCollister Boulevard'Bench Marks Benchmark Elevation. El scription Number Point North East Elevation Station Offset Feature Description BM 1 65,b.63 North bolt hydrant at Northeast cornerG{.bert Street and McCollister Boulevard. MC1 599318.71 2179658.14 647.40 Off Chain Off Chain CP CONTROL POINT 1/2 IN X 24 IN REBAR BM 2 _•651.67 Northeast bolt hydrant North side of McCo\'inter approximately 130'Southeast of MC2 599576.42 2180140.09 652.31 321+54.63 -26.85 CP CONTROL POINT 1/2 IN X 24 IN REBAR '' Covered Wagon Drive. MC3 599499.41 2180757.66 649.80 327+70.64 -26.06 CP CONTROL POINT 1/2 IN X 24 IN REBAR MC4 599183.59 2181089.64 648.84 332+22.63 46.67 CP CONTROL POINT 1/2 IN X 24 IN REBAR BM 3 651.99 Northeast bolt hydrant North side of McCollister approximately 550'Southeast MC5 599192 12 2181530.97 666.96 335+65.99 -230.72 CP CONTROL POINT 1/2 IN X 24 IN REBAR of Covered Wagon Drive at end of paving. MC6 599202.08 2181870.28 674.68 338+27.89 -446.68 ,}C ;t„ L1 CONTROL POINT 1/2 IN X 24 IN REBAR MC7 599242.99 2183253.91 674.71 355+74.54 0 `K1�Oc { B[vf4` 670.28 Northeast bolt hydrant West side of Wagon Whe Drive at end of paving t CONTROL POINT 1/2 IN X 24IN REBAR MC8 598652.11 2183878 74 679.53 361+99.24 .-11 e,`J CONTROL POINT 1/2 IN X 24 IN REBAR approximately 140'South of Langenberg Avenue. MC9 598300.70 2183883.90 676.60 362+04.32 170 CP NTROL POINT 1/2 IN X 24 IN REBAR 5 677.96 Northeast bolt hydrant East side of Armstrong Drive end of paving L133°6 /BM approximately 140'South of Langenberg Avenue. Z� '� � i BM 6 676.45 Northeast bolt hydrant East side of Russell Drive ate of paving approximately 180'South of Langenberg Avenue. € BM 7 681.47 Northeast bolt hydrant at Southeast quadrant of Sycamore Street round-about. FILE NO. I ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER G.1 08:58:39 11/27/19 anthony.hemaRr\6D579265\9D0-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_GO1.OGN 101-16 10-20-09 ALIGNMENT COORDINATES Point on Tangent Begin Spiral Begin Curve Simple Curve PI or Master PI of SCS End Curve End Spiral Name Location Coordinates Coordinates Coordinates Coordinates Coordinates Coordinates Station Station Station Station Station Station Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) Y_(NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) MLMCCOLLISTER McCollister Blvd Exstension 30000 315+75.00 599334.35 2179608.95 30001_ 319+02.60 599473.06 2179905.74 325+13.92 599731.89 2180459.56 330+00.00 599356.99 2180942.42 30002 339+16.05 598795.19 2181665.98 344+30.19 ! 598479.88 2182072.08 349+06.68 598480.00 2182586.22 30003 362+38.27 598480.29 2183917.81 j, 30004 382+63.33 598480.73 2185942.87 SRGILBERT l Gilbert i f- 40000 1100+00.00 599645.48 2179566.12 40001 1103+00.00 599374.37 2179694.57 I , 40002 1106+00.00 599103.26 2179823.02 SRCOVERDWAGON Covered Wagon Road 1 _ 41000 1200+00.00 599499.77 2180689.91 1 COVERDWAGON-1 1200+87.56 ' 599581.44 1 2180721.49 1203+31.88 599809.31 218.409.62 1205+14.15 599805.15 ' 2181053.90 SRARMSTRONG Armstrong Road Connection 42000 1300+00.00 598613.97 2181573.98 j 42001 1302+00.00 598774.68 2181693.03 _ SRARMSTRONG-1 1304+36.50 598964.72 2181833.80 , 1304+71.01 598992.44 2181854 34. 1305+02.95 1 599026.94 2.181853., 42003 1309+00.00 599423.84 2181842.71 j SRRUSSELL Russell Road Connection _ _ _ 43000 1400+00.00 598280.14 2183241.39 \' 43001 1402+00.00 598480.14 2183241.34 _ SRRUSSELL-1 1405+11.87 598792.02 2183241.27 1406+02.29 ' 598882.43 2183241.25 14,.+92.70 598972.81 83238.51 43003 1409+57.31 599237.30 2183230.48 j - SRSYCAMORE Sycamore Street I SYCAMORE-1 82+73.45 596711.72 2183936.51 83+16.44 596754.18 2183943.23 83+59 2 596797.1. 2183942.60 SYCAMORE-2 104+84.64 598922.36 2183911.49 105+07.74 598945.45 2183911.15 105+30 , 598968.,4 2183911.88 iI SYCAMORE-3 I _ 107+30.81 599168.43 2183918.19 107+50.34_ 599187.95 2183918.81 107+69.8 59920 48 2183918.66 50001 ( 111+42.56 599580.16 2183915.86 1 EB_LT_TRN1 EB Left Turn @ Covered Wagon L EB_LT_TRN1-1 ____ __1_ 0+00.00 599547.09 2180533.25 0+54.94 599552.92 2180478.62 1+09.76 -9552.68 2180423.69 _ WB_LT_TRN1 WB Left Turn @ Covered Wagon WB_LT_TRN1-1 0+00.00 599487.42 2180717.80 0+66.38 1 599461.59 2180778.95 1+32.57 1 599 7.90 2180836.15 WB_LT_TRN1-2 1+32.57 599427.90 2180836.15 1+88.14 i 599404.59 ; 2180886.59 2+43 60 5993 -.85 2180934.16 _ 1.EB LT TRN2 EB Left Turn @ Armstrong ' , EBLTTRN201 0+00.00 598935.86 2181468.51 EBLTTRN202 _ 1+10.55 598877.09 2181562.14 ! _ EBLTTRN203 2+34.88 598800.84 2181660.34 411111 WB_LT_TRN2 WB Left Turn @ Armstrong - r WB_LT_TRN2-1 0+00.00 598749.23 2181726.70 0+62.24 598713 61 2181777.73 I /1+24 40 I 598682.33 211831.54_ WB_LT_TRN2-2 1+24.40 598682.33 2181831.54 1+79.54 598659 50 2181881.73 _ 2+34.62 598640.43 218 033.46 EB_LT_TRN3_ EB Left Turn @ Russell EBLTTRN301 0+00.00 598470.08 2182966.34 EBLTTRN302 1+10.55 598481.10 2183076.34 EBLTTRN303 2+35.05 598481.13 2183200.84 . WB LT TRN3 WB Left Turn-0 Russell WBLTTRN301 0+00.00 598479.1494 2183281.8425 WBLTTRN302 1+24.50 598479.1768 2183406.3425 : r ' WBLTTRN303 . 2+34.64 598484.7009 2183516.3413 1 e LTMED_WIDEN Left Median BOC Sta. 322+46.44 to Sta. 324+36.85 1/ LTMED_WIDEN-1 0+00.00 599562.76 2180235.92 { 0+96.06 599576.26 /2180331.03 1+91.59 599572.37 2180427.01- -- LT-WIDEN Left Outside BOC Sta. 322+46.44 to Sta. 324+36.85 I _ LT-WIDEN-1 0+00.00 599578.59 2180223.25 1+03.11 599594;6 2180325.19 2+05.58 599589.83 2180428.21 RTMED_WIDEN Right Median BOC Sta. 322+46.44 to Sta. 324+36.85NIMO, RTMED_WIDEN-1 O%#i ill 0+00.00 599562.77 2180235.98 f 0+94.46 599 A.7.08 2180330.34 1+88.29 599552.68 2180423.69- d M -13 1t3 _ RT-WIDEN Right Outside BOC Sta. 322+46.44 to Sta. 324+36.85 - - ____ RT-WIDEN-1 - *�.� •0+00.00 599544.78 2180226.83 0+98.71 599550.34 2180325.38 1+96.68 599535.09 2180422.91 LIMED NARROW Left Median Width Transition from Sta. 357+26.80 to Sta. 358+36.80 -yi, .11 - Lit8 t_ i _- LTMEDNRW103 0+00.00 598491.68 2183405.94 Cl LTMEDNRW104 1 1+09.74 598486.22 2183515.54 (33 RTMEDNARROW Right Median Width Transition from Sta. 357+26.80 to Sta. 358+36.80 RTMEDNRW103 0+00.00 598468.68 2183406.42 r `4 RTMEDNRW104 1+10.14 598474.20 2183516.42 i FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER G.2 11/27/2019 9:07:03 AM paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.xlsm 101-16 10-20-09 ALIGNMENT COORDINATES Point on Tangent Begin Spiral Begin Curve Simple Curve PI or Master PI of SCS End Curve End Spiral Name Location Coordinates Coordinates Coordinates Coordinates Coordinates Coordinates Station I Station Station Station Station Station Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) 1 x (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) LTMED Left Median Lane Edge @ Sycamore Roundabout Tie LTMED1 360+00.00 598486.74 2183679.54 j LTMED-1 360+13.16 598486.74 2183692.69 360+21.87 598486.74 2183701.40 I 360+30.58 598486.36 2183710.11 LTMED-2 360+56.35 598485.25 2183735.85 361+14.53 59848. 73 2183793.98 361+71.09 598503.58 2183848.31 EB_RAB_CURB Right BOC @ Sycamore Roundabout Tie __ WB_RAB_CURB-1 �_ 0+00.00 598502.24 2183698.29 0+20.26 598502.2' 2183718.56 0+40.49 598500.20 2183738.72 WB_RAB_CURB-2j 0+40.49 598500.20 2183738.72 0+71.83 598497.04 2183769.90 1+02.66 598503.64 2183800.54 WB_RAB_CURB-3 1+02.66 598503.64 2183800.54 1+15.35 598506.31 2183812.94 , 1+28.02 598510.08 2183825.05 WB_RAB_CURB-4 1 1+28.02 598510.08 2183825.05 1+58.54 598519.13 183854 21 1+87.27 598542.92 2183873.33 RTMED Right Median Lane Edge @ Sycamore Roundabout Tie __ __--.- . RTMED1 1 1 360+00.00 598473.74 ' 2183679.54 _ RTMED-1 i 360+13.16 598473.74 2183692.70 360+32.78 598473.74 2183 .32 360+52.38 598475.67 2183731.86 RTMED-2 - 361+13.40 598481.66 2183792.58 361+40.90 598484.36 218381' 95 361+67.07 ; 598472.68 2183844.84 i WB_RAB_CURB Left BOC @ Sycamore Roundabout Tie _ 1_ EB_RAB_CURB-1 0+00.00 598458.24 2183692.75 0+27.47 598458.25 2183720.22 0+54.86 j_598461.87 2183747 45 EB_RAB_CURB-2 0+90.36 598466.05 ' 2183782.70 1+20.52 598470.02 2183812.60 1+48.94 j 598456.80 21838 •.70 i EB_RAB_CURB-3 1+48.94 598456.80 2183839.70 1+58 31 598452 69 2183848.13 , 1+67.11 ' 598444.52 218 . 2.71 - t WAG RET_1, Covered_Wagon Return_1 (NE) t 1 I iWAG_RET_1 0+00.00 599542.42 2180723.02 0+24.11 599519.93 2180714.33 `.+38.36 599510.43 180736.48 WAG RET_2_ Covered Wagon Return 2 (NW) '_ WAG_RET_2 0+00.00 599538.99 2180662.65 , 0+24.09 599531.14 2180685.42....1.___ 0+3: 4 599553., 2180694.11 ARM_RET_1 Armstrong Return 1 (NE) ARM_RET_1-1 0+00.00 598804.71 2181734.96 0+21.90 598785.26 2181724.89 0+35.97`, 59: 2.72 2181742.84 ARM RET 2 Armstrong Return 2 (NW) ARM RET 2-1 0+00.00 598821.67 2181676.73 0+21.82 598808.28 2181693.96 0+35.88 •8823.55 2181709.55 .1,.___ . _ „___ ARM_RET_3 Armstrong Return 3 (SW) - . , _ Mij ARM_RET_3-1 0+00.00 598776.77 2181644.88 0+21.71 598763.46 2181662.03 0+35 598 .•.61 2181651.25 ARM RET 4 Armstrong Return 4 (SE) ARM_RET_4-1 0+00.00 598726.03 2181676.51 0+21.54 598741.65 2181691.35 35.56_; 598729.2.-.. 2181708.99 RUS RET 1 Russell Return 1 (NE)_ RUS RET 1-1 0+00.00 598529.14 2183257.08 0+21.71 f-598507.64 2183260.12 0+35.76 598507.65 ' 83281.84 RUS RET 2 Russell Return 2 (NW) - RUS_RET_2-1 0+00.00 598507.63 2183200.84 0+21.72 i 598507.64 ' 2183222. 0+35.76 598529.14 218 5.59 RUS_RET_3 Russell Return 3 (SW) _ i . RUS_RET_3-1 0+00.00 598452.63 2183200.85 0+21.72 598452.64 2183 .57 0+35.76 598431.13 2183225. RUS_RET_4 Russell Return 4 (SE) - RUS_RET_4-1 r 0+00.00 598431.14 2183257.10 1 0+21.72 i 598452.64 :3260.13 0+35.76 598452.65 2183281.85 SYCAM_RET_2 Sycamore Return 2 (NW) _ SYCAM RET 2-1 0+00.00 598502.24 218369829 0+20.26 598502.25 2183718.56 0+40.49 598500.20 2183738.72 SYCAM_RET_2-2 0+40.49 598500.20 2183738..72 _ 0+71.83 598497.04 2183769.90 1+02.66 598503.64 2183800.54 SYCAM RET 2-3' ! 1+02.66 598503.64 2183800.54 1+15.35 598506.3 2183812.94 1+28.02 598510.08 2183825.05 SYCAM_RET_2-4 1+28.02 598510.08 2183825.05 1+58.54 598519. 2183854.21 1 1+87.27 598542.92 2183873.33 SYCAM_RET_3 Sycamore Return 3 (SW) SYCAM_RET_3-0 _ _ 0+00.00 598458.24 2183692.70 0+27.45 59845'.24 2183720.15 I 0+54.83 598461.86 2183747.37 1 SYCAM RET 3-1 0+90.41 598466.05 2183782.70 1+20.57 5984 s.02 2183812.60 1 1+48.99 598456.80 2183839.70 SYCAM_RET 3-2' 1+48.99 598456.80__ 2183839.70 1+58.36 598, .2.69 2183848.13 1+67.16 598444.52 2183852.71 118113 Zti'4_vid L 1 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER G.3 11/27/2019 9:07:03 AM paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.xlsm 101-16 10-20-09 ALIGNMENT COORDINATES Point on Tangent Begin Spiral Begin Curve Simple Curve PI or Master PI of SCS End Curve End Spiral Name Location Coordinates Coordinates Coordinates Coordinates Coordinates Coordinates Station Station Station Station Station Station Y (NTHing) I X (Easting) Y (NTHing) I X (Easting) Y (NTHing) 1 X (Fasting) (NTHing) I X (Easting) Y (NTHing) 1 X (Fasting) Y (NTHing) 1 X (Fasting) SW-LT-1 North Sidewalk (Gilbert to Covered Wagon) SWLT101 0+00.00 599430.50 2179701.20 SWLT102 0+10.89 599435.08 2179711.09 5WLT103 0+18.89 599438.45 2179718.34 SWLT104 _ 0+34.03 599442.95 2179732.80 SWL-LT-1-1 s 2+21.10 599521.70 2179902.48_ 3+89.05 59959 .41 2180054.83 5+52.43 599597.60 2180222.70 SWL-LT-1-2 6+47.94 599606.05 2180317.83 7+44.69 599612 ,5 2180414.37 8+40.86 599600.35 2180510.37 SWL-LT-1-3_ 8+40.86 599600.35�2180510.37 _, 9+35.28 599584... 2180603.37 10+29.19 599551.38 ' 2180691.96 SW-LT-3 �_ North Sidewalk (Tie to Sycamore) a SWLT301 ___ 0+00.00 598529.147 2183257.08 SWLT302 5+54.14 598529.27 2183811.22 JJ _ SW-LT-3-1 5+73.69 598529.27 2183830.77 . 5+75.40 598529.27 2 ' 832.48 1 5+77.10 598529.51 2183834, SW-LT-3-2 5+77.10 598529.51 2183834.17 5+89.62 598531.29 218 :46.56 ' 6+00.18 598542.46 218385 0 SW-RT-1 South Sidewalk (Gilbert to Covered Wagon) SWFT101 0+00.00 599343.24 2179742 47 r r SWFT102 L 0+33.43 599357.48�2179772.72 _ I 5WFT103 0+99.62 599385.66 2179832.61 SW-RT-1-1 2+47.19 599448.49 2179966.13 3+86.28 599507.32 2180092.18 5+22.30 599517.36 . 2180230.91 SW-RT-1-2 5+22.30 599517.36 2180230.91 6+54.95 599528.18 2180363.12 7+86.02 599503.8_ 2180493.51 SW-RT-1-3 _ 7+86.02 599503.81 2180493.51 ; 8+67.97 599489.64 2180574.23 9+49.52 599461 : 2180651.33_; i __ SW-RT-1-4 9+49.52 ; 599461.882180651.33 11+00.3459941082180793.23 1- 48.67 59931'.292180912.36 SWFT104 21+82.42 598745.65 2181649.91 I SW-RT-3 South Sidewalk (Tie to Sycamore) SWRT301 _ 0+00.00 , 598431.14 2183257.10 SW-RT-3-1 T. 4+65.32 598431.25 2183722.42 I 4+97.34 598431.25 2183754.44 5+29.13 598438.02 2183785.75 SW-RT-3-2-__ _ 5+29.13 598438.02 2183785.75 ! 5+51.84 598442.82 2183807.95 5+73.2,. 598434.50 2183829.08 SW-RT-3-3 5+80.55 598431.82 2183835.89 , 5+92.95 598427.28 2183847.42 6+04. .98416.49 2183853.52 Viiii01 4A1.13 Vil0I M8313 A 113 Zit :JI kid LI 33Q6i01 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER 6.4 11/27/2019 9:07:03 AM paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.xlsm 101-17 04-19-11 SPIRAL OR CIRCULAR CURVE DATA Horizontal Alignment Data Name Location ASCS Spiral Data Curve Data Remarks 9S Ls Ts Es Xc Yc L.T. S.T. AC T L R E MLMCCOLLISTER•. McCollister Blvd Exstension + 30001 62^52'34.71" RT 611.32 { 1097.40 1000.00 172.05 1 - _1 30002 37^50'21.72" LT 514.14 990.63 1500.00 85.67 , SRCOVERDWAGON Covered Wagon Road COVERDWAGON-1 ^ "6950 %5.52 RT 244.32 426.60 350.00 ! 76.84 SRARMSTRONG Armstrong Road Connection SRARMSTRONG-1 38^04'27. 1" LT 34.51 66.45 100.00 5.79 SRRUSSELL Russell Road Connection - _. SRRUSSELL-1 1^43'36.21" T 90.42 180.82 6000.00 : 0 .8 SRSYCAMORE__ Sycamore Street i __ SYCAMORE-1_ 9^49'42.45" LT 42.99 85.77 _ 500.00 1.84 SYCAMORE-2 2^38'45.68" RT 23.10 46.18 1000.00 0.27 SYCAMORE-3 2^14'15.94" LT 19.53 39.06 fi_ 1000.00 0.19 EBLT_TRN1 EB Left Turn @ Covered Wagon EB_LT_TRN1-1 6^21'06 89" LT 54.94 109.76 990.04 1.52 WB LT TRN1 WB Left Turn @ Covered Wagon WB_LT_TRN1-1 7^36'12.21" RT 66.-'8 132.57 999 :0 2.20 WB_LT_TRN1-2 6^19'59.13" RT 55. 3 111.03 10.. .50 1. 1.54 WB_-LT_TRN2 WB Left Turn 0 Armstrong_ WB_LT_TRN2 1 ; 4^44'55.14" LT 62.24 124.40 1501.00 1.29 WB_LT_TRN2-2 4'13'27.37" LT 55.14 110.22 1495.00 1.02 LTMED_WIDEN Left Median BOC Sta. 322+46.44 to Sta. 324+36.85 LTMED_WIDEN-1 ! ___ 10^24'16.20" RT 96.06 91,59 1055.05 4.36 LT-WIDEN Left Outside BOC Sta. 322+46.44 to Sta. 324+36.85 LT-WIDEN-1 10^58'56.00" RT 103.11 20`4.8 1072.55 4.94 ' RTMED_WIDEN Right Median BOC Sta. 322+46.44 to Sta. 324+36.85 _ RTMED_WIDEN-1 ___ 11^23'18.91" RT 94.46 188.29 947.28 4.70 RT-WIDEN Right Outside BOC Sta. 322+46.44 to Sta. 324+36.85 RT-WIDEN-1 12^07'12.59" RT 98.71 196.68 929.78 5.23 LIMED Left Median Lane Edge @ Sycamore Roundabout Tie LIMED-1 2^29'42.30" RT 8. 17.42 0.00 0.09 LIMED-2 23^28'44.06" LT 5: 9 114.74 2:'.00 ; 5.98 EB_RAB_CURB Right BOC 0 Sycamore Roundabout Tie! WB RAB CURB 1 y 5^48'00.85" RT 20.26 40.49 400.0.. ' 0.51 WB_RAB_CURB-2 _17^56'41.01" LT 31.34 62.17 198.50 2.46 WB_RAB_CURB-3' 5^05'49.69" LT 12.69 25.35 285.00 0.28-- _ - _. _ WB_RAB_CURB-4' 33^57'09.23" LT 30.53 59.26 100.00 4.56 RIMED Right Median Lane Edge @ Sycamore Roundabout Tie _ RIMED-1 5^37'06.65" 19.63 39.22 400.00 0.48 RIMED-2 I 30^44'52.47" 'T 27.50- - - 53.67 i100.00 3.71 WB RAB CURB Left BOC @ Sycamore Roundabout Tie . EB_RAB_CURB-1 F 7^33'3 .66" LT 27.47 54.86 i 415.75 0 =1 EB_RAB_CURB-2 33^33' - .59" RT 30.16 58.58 x 100.00 4. EB__RAB_CURB-3 34^4 18.91" RT 9.37 18.16 _ 30.00 1.4 WAG_RET_1 I Covered Wagon Return 1_(NE) 1 .- WAG RET 1 . ^55'14.35" LT4 24.11_ 38.36 i 25.00 9.73 WAG_RET_2 Covered Wagon Return 2 (NW) WAG_RET_2 87^52'42.94" LT 24.09 38.34 25.00 9.72 ARM_RET_1-1 Armstrong Return 1 (NE) - YAM • 11i3 VMOI _ !7�18313 1 Yt1�1 82^26'30.38" LT 21.90 35.97 25.00 8.24 ARM RET 2 Armstrong Return 2 (NW) ARM_RET_2-1 �� O 1U� 82'13'54.59" LT 21.82 35.88 25.00 8.18 laain ARM_RET_3 Armstrong Return 3 (SW) _ ARM_RET_3-1 81^57'10.86" RT--- 21.71 35.76 25.00 8.11 ARM RET 4 Armstrong Return 4 (SE) ARMRET 4-1 l 81^29'42.42" RT 21.54 35.56 25.00 8.00 F RUS_RET_1 Russell Return 1 (NE) - I RUS_RET_1-1 81^57'07.75" LT , 21.71 , 35.76 25.00 8.11 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER G,5 11/27/2019 9:07:04 AM paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.xlsm 101-17 04-19-11 SPIRAL OR CIRCULAR CURVE DATA Horizontal Alignment Data Name Location ASCS Spiral Data Curve Data Remarks 9S Ls Ts Es Xc Yc L.T. S.T. AC T L R E RUS_RET 2 Russell Return 2 (NW) RUS RET 2-1 81^57'41.57" LT 21.72 35.76 I- 25.00 8.12 - RUS_RET_3 Russell Return 3 (SW)_ RUS RET 3-1 81^57'39.02" RT 21.72 35.76 25.00 8.12 . t RUS_RET_4 Russell Return 4 (SE) I -. RUS_RET 4-1 ^57'41.08" RT 21.72 35.76 25.00 8.12 SYCAM_RET_2 Sycamore Return 2 (NW) SYCAM_RET_2-1 _ 5^48 0.85" RT 20.26 40.49 400.00 0_ .51 SYCAM_RET_2-2 17^56'• 01" LT 31.34 62.17198.50 2.46 SYCAM_RET_2-3 5^05'49. 9" LT 12.69 25.35 1 285.00 0.28 SYCAM_RET_2-4 33^57'09.2 " LT 30.53 59.26 100.00 4.56 SYCAMRET3 Sycamore Return 3 (SW)_ SYCAM RET 3-0 -- 4 __._-. 4. - 7^33'37.94" LT 27.45 54.83 41 .50 0.91 SYCAM RET 3-1 _ - - 33^33'55.59" RT 30.16 58.58 1 's.00 4.45 SYCAM RET 3-2 34^41'18.91" RT_ 9.37 18.16 i 30.00 1.43 SW-LT-1 North Sidewalk (Gilbert to Covered Wagon) _ �, SWL-LT-1-1 23^07'21.86" RT 67.95 331.33 821.00 17.00 SWL-LT-1-2 I 10^58'36.29" RT ..76 192.92 1007.00 ' _ 4.64 SWL-LT-1-3 L 6- 10^17'11.95" RT 9 , 42 188. . 1049.00 I 4.24 SW-LT-3 - North Sidewalk (Tie to Sycamore) SW-LT-3-1 8^08'10.72" LT 1.71 3.41 _ 24.00 0.06 r _ SW-LT-3-2 55^05'30.93" LT 12.52 23.08 I_ ___24.00 ' 3.07 SW-RT-1 South Sidewalk jGilbert to Covered Wagon)_ SW-RT-1-1 20^52'39.40" RT 139.10 275.11 j 755.00 ' 12.71 SW-RT-1-2,_ 15^15'47 52" RT 132.6 . .3.73 990.00 8.85 SW-RT-1-3 9^51'00 71" RT 81 l:'.49 951.00 3.52 18^01'22.72" RT 15'.82 _ 299 5 951.00 11.88 SW-RT-1-4 _ SW-RT-3 South Sidewalk (Tie to Sycamore)_~ SW-RT-3-1 12^ll'13.38" LT 32.03 63.81 -- 300.00 1.70 SW-RT-3-2 33^41'43.66" RT 22.71 44.11 75.00 3.36 SW-RT-3-3 38^59'37.37" RT 12.39 23.82 35.00 2.13 71 313 Z h �'0�d Lk �j�6�Ut FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER 6.6 11/27/2019 9:07:04 AM paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.xlsm 108-23A 113-2 08-01-08 04-16-13 TRAFFIC CONTROL PLAN PEDESTRIAN PATH CLOSURES Refer to Tab 108-26A for traffic control specifics. Refer to SUDAS 8030.119 *Assumes 6 foot wide barricade. Stage 1 limits shall be from just east of Covered Wagon to the tie in point at the Sycamore Street roundabout. Closures may need to be removed and re-established. Stage 2 limits shall be from Gilbert Street to just east of Covered Wagon. Type III Location Side Barricades* Remarks Pedestrian path closures as seen in Tab 113-2 are included in the Traffic Control bid item. No detours will be provided. No. STAGE2 Once the existing road closure barricade is removed at Sta. 332+50, a temporary road closure needs to be installed according to SUDAS 316+00 RT 2 Gilbert Street SW ner Standard 8030.116 just east of Covered Wagon. 316+10 LT 2 Gilbert Street NW orner 1102+40 RT 2 Gilbert Street S Corner For the construction of ADA pedestrian ramps and traffic signals at the Gilbert Street intersection use SUDAS Standard 8030.111 or 112 1103+70 RT 2 Gilbert Street ,W Corner for a lane closures at an intersection. 326+00 LT 2 Covered Wago W Corner 1265+00 LT b 2 Covered Wa_' NW Corner For the paving tie-in at the Sycamore Street Roundabout, contractor to complete removals and grading, except curb removal, using TC-1. 99+70 LT k. 2 Sycamore reet Roundabout Use SUDAS Standard 8030.102 for work with minor encroachment into traveled way for curb removal and paving operations. 101+85 LT I. 2 Sycamore Street Roundabout Total: ! 16 108-26A 08-01-08 STAGING NOTES The staging shown is one method for construction for the project. Maintenance of traffic shall be according to Tab 108-23A. No Value Engineering proposal will be accepted that deviates from the intent of the traffic control plan shown in the plans. Stage 1 may be constructed concurrently with Stage 2. Stage 2 must be completed between June 15th and August 15th. The traffic signal installation and ADA ramps at Gilbert Street may be constructed during either stage. See Tab 108-23A for the required traffic control for this operation. Stage 1 Traffic - Utilize Sudas 8030.116 for a road closure just east of Covered Wagon. Road Work Ahead signs shall be placed ahead of the roundabout from each direction for the duration of Stage 1. See Tab 108-23A for the traffic control required for work near the roundabot. Stage 1 Construction - Construct proposed McCollister Blvd. from Covered Wagon to the tie-in at the Sycamore Street roundabout. - Construct all storm sewer, all proposed water main, and all electrical and fiber duct. - Stage 1 may be split into lA and 18 as needed for the required work near the roundabot. - Contractor shall remove curb and gutter at roundabout and construct new pavement within two weeks of beginning work in this area. Stage 2 Traffic - Utilize SUDAS 8030.116 for road closures prior to McCollister near Gilbert Street and north of the Covered Wagon Intersection with McCollister. All traffic in the Covered Wagon neighborhood shall be detoured to use Langenberg Ave. Stage 2 Construction - Construct all of proposed McCollister Blvd., all patches, and all of the Covered Wagon Intersection. - Construct all storm sewer, all water main relocation, and all electrical and fiber duct. - If needed Stage 2 can be split into Stage 2A and 2B. Stage 2A would include the construction of all McCollister Blvd. between Gilbert Street and Covered Wagon, including the reconstruction of Covered Wagon. This would include all proposed pavement, patching, and storm sewer construction. Stage 2B could then be completed once traffic is reopened to complete the sidewalk, water main, and all fiber and electrical duct work. Stage 2B may be completed after August 15th. A tl Via LI 331�toz FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BLVD SHEET NUMBER J .1 11/27/2019 12:53:32 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\J-sheet.xlsm STAGE 2 ... .. .•• '.•.57AGE 2 ' . . .. .44..... .. .: ,,' ' .' \ • ,,,,,_..) AGE 2 Nk tea. 411111111N / e STAGE I STAGE I .40/4—Ci \\11111\'' , . t, , N Z+� : 1 d L 1 3 )1DZ 0 250 LEGEND FEET STAGE STAGE 2 FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER J.2 08:15:53 11/25/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER_JO1.sht NOTE: All longitudinal joints shall be either 'KT-2' or 'L-2' unless indicated otherwise. All transverse ,joints shall be 'CD' ,joints with a maximum 17' spacing unless indicated otherwise. If a joint length is 2', a 'C' joint shall be used instead of a 'CD' joint. Refer to SUDAS for details of paved header, if applicable. Refer to SUDAS 7010.101 for additional details. Refer to SUDAS for additional jointing details around physical features. C'-) d- N 323+35.94 N 324+36.37 (� 4.50 LT 27.50 LT 325+:6.00 (MLMCCOLLISTER) - ('') (MLMCCOLLISTER) E .9 F 651.58 N \ 325+g0.6 49.0o 6 L EL' 651. .` 00 326+08.60 .) 49.00 LT �' 14'soimisolaffilli 15' 15' 15' 15' 35' ��- -----_ IIIIIIIIII ftftaidftg , 325+97 324+35.44 43OO �1� e•isimi�- 24+ .4 1000 L 85amiraft 326+06, (MLMCCOLLISTER) (MLMCCOLLISTER) 325+45.14 soft" 3q 00 �� 1111 14' 14' 14' 14' 1.00 LT '° 14.0' / O-�E� (MLMCCOLLISTER) .\\. MEM 323+35.65 allto 4.50 RT -__imATAL,...snoft,,x, (MLMCCOLLISTER) �C; - fteift -- 324+36.37 27.50 RT (MLMCCOLLISTER) °11!111\ftessetti #1.70, N. \ 1 N }I',4 3 31 ) 116A,cit Z t1 :'-1 vid L 1 33fl 610Z ,f o �� "' Jointing Detai Is FEET 3 t 1 McCollister Blvd. Widening FILE NO. 1 ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER I l L. 20:19:48 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER_LOLOON 650.69) (651.00 650.69 � 2,0% 10/ 15.5' 15.5' c 327+47.43 L L 1200+51.72 0 o 15.50 LT 1200+51.72 (MLMCCCOLLISTER) c E" c 326+70.37 (SRCOVERDWAGON) 15.50 RT D L D L 52.50 LT (SRCOVERDWAGON) 1' 1-- 649.99) (MLMCCOLLISTER) \\.23 WAG-RET- 1 - - 0 WAG-RET-2 v 0'al, _� 15.5 _,. 1200+42.00, 17.23 LT I 6•'.77 I (SRCOVERD JAGON) It;"�, I' 650.07 326+70.37 327+47.43 027.50 LT 1200+39.73, 18.56 RT 27.50 LT 64143) • • LISTER) (SRCOVERDWAGON) (MLMCCOLLISTER) (64°.97 01200+3).68, 27.00 RT (SRCOVERDWAGON) 649.36) 326+56.00, 10.00 LT 15.5 0.87 (MLMCCOLLISTER) 15.5'% 15 ►� 1": 326+73.85, 9.50 LT 327+62.00, 1.00 RT- -'« 650.32 Consult Sl,�.e N �(MLMCCOLLISTER) (MLMCCOLLISTER) N - 650.40 14 Ill 327+43.90, 1.50 RT Issmusser. 649.81 (MLMCCOLLISTER) "* 649.76 6 EZ7-1=1\--( 1 1.50 ILT I € 1 i� . "* J - _ 326+73.85, § ". !*r (MLMCCOLLISTER) 650.41 '. I650.49 326+56.00, 1.00 LT f 1 _ : 1 - (MLMCCOLLISTER) `'•• 649.67 `~ 649.72 327+43.90, 9.50 RT 327+62.00, 10.00 RT 0.07.. 0.8% N in (MLMCCOLLISTER) (MLMCCOLLISTER) 4 x 15.5 15.5 • N N -M Constant Slope NNN'���N s Z {d L13Q6tG�� ��o If :11 V.I 03 " 4 Geometric and Staking Details FEET hhel Intersection of McCollister Blvd. and Covered Wagon FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER L.2 20:19:51 11/26/19 anthony.hemaReN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_LOI.DGN NOTE: 658 t____ 658 __ 651 658 All longitudinal points shall be either 'KT-2' or 'L-2' unless indicated otherwise. �5� 657. 657 657 All transverse joints shall be 'CD' joints with a maximum 17' spacing unless indicated otherwise. + If a joint length is 2', a 'C' joint shall be used instead of a 'CD' joint. 65A ,_ 656 _____�_658 656 Refer to SUDAS for details of paved header, if applicable. I65� WAG RET 2 ' I Refer to SUDAS 7010.101 for additional details. 1-� ��.,, s55 s55 F� _�._._,_ __._,.___a 655 Refer to SUDAS for additional ,Jointing J _1 _II cc 1i WAG-RET-i_l Ilb 65� ( ® M, _ �1 654 654 m -- cc' 654 details around physical features. ril iri In La• m 1 _ A51 N -: .th 653 653 �' col �' �' 653 as . �m �� Nirl N I 3.5' 3. ono m i0 652 652 �� ^� �•Kr�i 652 657 +P 1-� 1+1w Mc�n m the ril R51 n o ml® min) 651 651 isle m> +i1 N-•co 651 65�O*80p4 r +3.261 650 65, 3 N (..n N 1 650 Fid4 649 . lail0. 649 in 646 _648 .. ._ ' 6 ? , i 648 Mil / 12' n 12' \ R41 647 ■■ 647 n. 64F 646 _ _ 6' :■■■■ ■ _ 646 6.0' ^ 6.0' \ j ■■ 16 r; 'L \ �4� 645. 64 645 i� �' ui AI. 644 644 644 ■ME■� 644■ - Ms r t 10' 9.1' 9.1' til tO, 9.1' 9.1' 9.1' 10' ROJI 13' t(I; 1 AA., i.._643_ 6.4 643 15.33' j 642 -- —642 ■ — — 642 '" B41 0 10 20 30 40 50 641 1� 20 30 40 50 641 ,�__ c — --� 8.8' 8.8' 8.8' 8.8' 8.8' E IMMIMOSM 9.0' 1 = Ma 10' 8.6' 8.6' 8.6' , 8.6' 8.6' 8.6' 14.33' 16.33' in 15' 12' to 12' Z9 vA101 ��1I3 Vo N VIM lid L 1 330 6iOZ } i 4 �ET Edge Profile & JointingDetails j __ ___-, j____-____- !.— FEET g Intersection o I McCollister Blvd. and Covered Wagon FILE NO. I ENGLISH I DESIGN TEAM AECOM 1 IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.3 I 20:19:58 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_LO1.DGN 1302+49.11 15.81 LT (SRARMSTRONG) 339+08.35 1302+49.09 ARM-RET- 1 ARM-RET- 1 52.50 LT ARM-RET-2 15.82 RT 339+91.97 ARM-RET-2 (MLMCCOLLISTER) -(SRARMSTRONG) 52.50 LT �(MLMCCOLLISTER) 655.29 655.13) (654.97 ' A 1302+38.14, 20.45 RT 2.0% • . 339+19.93,130.32 LT 15.75' 155.775' �� (MLMCCOLLISTER) (SRARMSTRONG) f . o 0 655.37) 339+08.35 - o°. *, - o 27.50 LT , m 4- a C4 (MLMCCOLLISTER) 33 +81.14 29.83 LT c m v mdiA 655.66 (M MCCOLI TER) D v D L 0 (655.12) Q.9%4 0.9% dttpeaseella .e 27 50 L97 -(655.18) 15.5' 15.5' 655.88) (MLMCCOLLISTER) 338+93.80, 10.00 LT - o �'• (MLMCCOLLISTER) o Constan P ' ope ►� N�N 339+11.80, 9.50 LT �r� (MLMCCOLLISTER) 340+06.40, 1.00 RT N `" (655.38� r-(655.47) 339+88.50, 1.50 RT (MLMCCOLLISTER) Qj (MLMCCOLLISTER) t 656.41) 656.32 339+1 1.80, 1.50 LT (MLMCCOLLISTER) = zzzzJ I 1 (655.47 (655.56) • 339+93.80, 1.00 LT 340+06.40, 10. ��- 656.32 (MLMCCOLLISTER) 339+88.50, 9.50 RT- (MLMCCOLLISTEF (MLMCCOLLISTER) e` • 656.23 tr 0To 339+10.68 Nincc\i • �27.50 RT Const. t Slope -• 655.85 (MLMCCOLLISTER) .,1. . .1 p „_ (655.15) ,- 9y 4,9Y ' _ 339+89.13 • 5,5' 15.5' dri .. .. 27.50 RT c (MLMCCOLLISTER) E o E 0 o +'0 0 339+79.09, 29.73 c 655.61 1301+62.72, 20.27 LT (MLMCCOLISTER) D L m (SRARMSTRONG) iii _ ~ ~ 65 5 (655.01 .. 0 1301+62.19, 19.90 RT ,x z,0% 1.0'. 0 -_ (SRARMSTRONG) 15.75' 15.75' 339+10.68 654.76) (655.08}-I (654.91} 52.50 RT 339+89.13 (MLMCCOLLISTER) 52.50 RT ARM-RET-3 1301+50.97 1301+51.08 ARMt bt6isTER) ARM-RET ARM-RET-4 15.67 LT 15.69 RT (SRARMSTRONG) (SRARMSTRONG) LaaamnV \ '?'1 :11 kd L I 3306101 '`� FEET Geometric and Staking Details FEET ' Intersection of 1 McCollister Blvd. and Armstrong FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION ' SHEET NUMBER L.4 I 20:20:02 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN NOTE: 664 664 664 rt____ _ 664 All longitudinal ,joints shall be either- 'KT-2' or 'L-2' unless indicated otherwise. 663. 663 661 , 663 All transverse joints shall be 'CD' joints with a maximum 17' spacing unless indicated otherwise. If a joint length is 2', a 'C' joint shal I be used instead of a 'CD' ,joint. 662 I _____ _ 662 662 _ __,__- ! 662 Refer to SUDAS for details of paved header, if applicable. 1 ARM•REr-z ssl 66� I I Refer to SODAS 7010.101 for additional details. 661 , _ A __�. m _.__ 1_-1 661 Refer to SUDAS for additional jointing details around physical features. I i-a { 1- ARM-RET 1 I -II 660 J 660 - 66C �-... 1- -II OI -- 660 oi --II JI �I 659 Lc?! g Ni 659 61 p$ ��MI �i . N� . 659 NI mI �! NKO ^� 658b3 N 658 658 _- m' �> __ ° 658 M MO' m -.co o.co 657 00 o �. 657 65� � Ic�p I °+°I� mi v 657 656 a'l y 0-I m ml 0 656 _ 656 mI o �I m PP ., 7 .0.901 656 rl cn-+0.50%'r>�ii �fii 3 G+1.00% +2.0 ' 655_+4.9..0G -0.88% m +2 20� � d-1.00/. 655 65 _ 655 654 _ 654 654 I - -- 654 � ! 12 io 12 1... Zo 653 653 69 653 ^ 8.0' lir\5\*5' 44 652 652 65 _ _ _ ____ 652lifiv, II 651' 651 _ 651 651 ,prai �, in 650 _ I _ 650 - 650 --_ _ 650 15, K - 9.8' f�frai 9,8' 10' 6'tO 11 15' m 15' 10' 9.8' 9.8' 9.8' 649 649 649.. _ 649 1 648 - 648 648-- ___ , _-___ 648 " 647 647. 0 10 20 30 40 50 647 0 10 20 30 40 50 D irilf4 1 )647 , 664 _ � 664... 669 � -664 E � m9.0' 663 -_-. 663 663 663 �i - l_v ARM-RET-4 15' 10' AIL E 662 662 662 _ 662 661 i 661 661' l �I 661 IARM4RET-3 I 1-I xi 10.2' 0.2' 10.2' 10' PI I HI .1 10.2' 10.2' 30.2' i 660 ri.. -li I 660 66C d a„ _ 660in �__ 659 mLc)i N of I 659 659 _ tit NI NI 659 p,vis 658 No No icier �i58 658 ]ciN NI CO f _,�.m P 658 O 657 `O� 1.N� mIv 657 657 m (0►n T+I`D +> , _ 657 micni w++la) �� �F° '"I> Nlv cM1W 656 a I o c310 +�I> ::: ® ,_ ::: 2O vN,C"r mwcv) '"W +35 .2655-+0.90%fi -0.5E% ~a, -2.00%.." Z - 0%" +2 00% 655 1 654 65. 654 654 t 1653 ! .653 653 _-____ 653 ' 652 _-652 652 _ 652 ARM-RET-3 ARM-RET-4 651 651 __ 651 ___ 651 I 650 650 650 VAW11 •,hi.* _ 650 649 ___---- 649 _-____ 649 33 1.l -_ __ 649 fi �!n ' 648 j 64R 648 ? 1 :ill WC! L 3 tLQOaryL 1 648 647 647 647 __ ___ _ 647 + t? i II �� � Profile & Jointin D Is E fi_--- FEET EdgeIntersection of -i McCollister Blvd. and Armstrong 0 —0 _.__- 2 30 40 50 60 0 10 20 __- 30 40 50 :8 FILE NO. I ENGLISH J DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER L.5 20:20:10 11/26/19 anthony.hemaRo\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER-L01.DGN - / - RUS-RET35�+oz I. .3o RUS-R - 355+21.30 RUS-RET-2 1402+49.00 RUS-RET-2 52.50 LT 1402+49.00 15.75 RT 2.50 LT (MLMCCOLLISTER) 15.75 LT (SRRUSSELL) (MLMCCOLLISTER) (SRRUSSELL) - - ( • ,7.67 667.960 667.83 ?.0% l.o% 1402+37.35,1 20.61 LT 1402+37.96 20.16 RT - . i.. 7 15.75' 15.75' t9 ..: 667.94 (SRRUSSELU (SRRUSSELL) (667.41 €M1 E o E o ) 356+02.30 355+21.30 - o - o i' 27.50 LT 0/ (MLMCCOLLISTER) 0 o iscS 41( (MLMCCOLLISTER) n L D 668.50) (666.70 ' 32% 2.32% 1 5,t5' 15.5' 355+06.80, 10.00 LT - lir) Conant Slope ► o `cd (MLMCCOLLISTER) \ N 355+24.80, 9.50 LT e N (MLMCCOLLISTER) (666.85 667.05) 0 (' 355+98.80, 1.50 RT 356+16.80, 1.00 RT 1 \ 355+9 .80, 1.50 (MLMCCOLLISTER) •t (668.94)-\ 669.14) I I I I I I 1 I 1 I I I 355+24.80, 1.50 LT 0 667.14 (MLMCCOLLISTER) (666.94 `F 355+06.80, 1.00 LTL (MLMCCOLLISTER) _. ,, C 355+98.80, 9.50 RT lin \-(669.05) (MLMCCOLLISTER) 356+16.80, 10.00 RT t Constant Slope , (668.85}� o► r355+21.30 (MLMCCOLLISTER) N - '0- 27.50 RT *% 668.50 (MLMCCOLLISTER) (666.70 ) 2.32% 2.32% m D 15.5'E ° 6) o 4- UI01LT (6. .21( R1419.05RTR ~15.75' + (667.44 (667.75)_/ 667.91) 356 02.30 52.50 RT (MLMCCOLLISTER) 355+21.30 1401+51.00 1401+51.00 52.50 RT N 15.75 LT 15.75 RT r N (MLMCCOL�W2ET-3 (SRRUSSELL) (SRRUSSELL)\ ' Q� •J�iIQ of �" RUS-RET-3 i, L��3 "Is" RUS-RET-4 RUS-RET-4 Z 1 :11 Wd L 133Q 614Z m4 f �F 0 3 -1 1 :- o FEET Geometric and Staking Details Intersection of McCollister Blvd. and Russell FILE NO. ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.6 I_ 20:20:15 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCCLLISTER_L01.DGN 674 kUS-RET-2 674 674 RUS-RET 1 674 NOTE: ? �, All longitudinal joints shall be either 'KT-2' or L-2 unless indicated otherwise. A7' 673 673 �� C' J' 673 All transverse ,Joints shall be 'CD' joints with a maximum 17' spacing unless indicated otherwise. _I JI tn1 �.� �' If a joint length is 2', a 'C' joint shall be used instead of a 'CD' Joint. 672 F� ' - �I 672 672 N1 d� .� N; 672 Refer to SUDAS for details of paved header, if applicable. �71 J of I ;-1.4- .� Refer to SUDAS 7010.101 for additional details. to 01 lNI �_ 671 671 moo P __ 671 Refer to SUDAS for additional jointing details around physical features. 67C N� m 670 670 co v� +� I oic° 670 m oico N� +1 ,� .Iw col°'+2_32% ! � 616.5 coEo .�_.._� +c°- +i _ 669 669 m o in- • - 669 668 +�CO osr'-' m +2.00% -- — 668 RUS-RET- > ; -Li+2.00' 2.00%_ 668 668 2.00% +0.92% a� ; 667 Pr� +3.10% RUS-R:T-2 +2_32x I 667 . 6 a �. 667 v 666 -- 666 666 _- 666 - __665 665 _ _. 665 665 661 664 - 665 - - - - - __ 664 __66d 663 - 66' I ... 663 J .37 12' 12' 5.3 662_-_. 662 662 ;-- 662 "7 r 661 661 661 .. 661 / 7.5' in 7.5' 66E___ 660 660 660 n - - Rc 659 _ 659. 659 in in r 15' tO 15' 10' 6 10' 6'w 15' 15' 658—_ T —r.. .. I I 658 658 -- fi — 658 _fi5.2. 657 _1-.__ 657 - 657 ., -. 0 10 20 30 40 50 0 10 20 30 40 50 -. — 1 - — 4 E 674 RUS-RET- 674 . 674 RUS RET 4, 674 9.0' m U o 673 I. .._�. .5_9.S' ( 9 9, 12' I 9_q' 9_5' 9.5'j —� 673 673 �I 673 C C 672 ��., c~oi _i 672 _ 672 N NI 672 iSYCI m 9.0 671 o, i _ OI nli 671 _, 671 oE 671 E i KO 670 Ni p 670_ 670 oico 670 cola, 10 6' 15' 15' 669 a�o4o _ �� �� 669 669 m rat _ 669 15' 15' 10' + _.> v� +� 32%- in til _-668 +�> Nco I v (91°v 668_ 668. -1_00% +0.50% v 668 <o w co LOIa, -.W+1.807 +1.00% PE +2.22% ::: _ ::: �. 667 ^ � ! � i_O `� In li' / •j 666 7.5' 7.5' • 665 665 -- 665 665--- _66d ilill 664 664 664 Ea - 663 _. 663 ._ 663 i 663 f, - 662. j 662 662 _ . 662 661. — 661 661 661 ' 3 66d - ` 660 . 660 `' . 660 I�10k .! 113 RUS-RET-3 § 65 _ 659 659 659 653. J 658 658 tia Lk '3 658 RUS-RET-4 Z 657 I _ _- 657 ._ 657 + + 4 i 657 ' ""t 1D Edge Profile & Jointing Details i 1 t FEETIntersection of McCollister Blvd. and Russell 0 --__T _. 30 40 50 60 0 10 20 30._...-- 40 _50 EC FILE NO. i ENGLISH DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.7 I 20:20:23 11/26/19 anthony.hemaRn\60579265\900 CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN j „ 360+79.24 361+15.88 / ::-.-__ \ 217.44 LT (MLMCCOLLISTER) 360+61.05 125.31 LT 302.00 LT (MLMCCOLLISTER) (MLMCCOLLISTER) SYC-RET-2 361+93.81 Al 62.65 LT 1 (MLMCCOLL . N 74 \ \ 361+72.12 - \ 42.62 LT \ (MLMCCOLLISTER / 361+60.87 360+18.75 i 36.00 LT L 360+59.18 361+45.52 -(MMCLCOLLIST (MLMCCOLLISTER) - 19.95 LT 29.81 LT \\ _ (MLMCCOLLISTER) 361+21.00 (MLMCCOLLISTER) 23.38 LT \ 360+90.23 (MLMCCOLLISTER) 360+30.50 19.24 LT - 361+48. 361+58. •360+13.15, 4.50 LT 4.12 LT (MLMCCOLLISTER) 14 C) 14.83 � - /3 17.97 L (MLMCCOLLISTER) (MLMCCOLLISTER) 0 oS a°' � 360+56.23 3.00 LT cc (MLMCCOLLISTER) 360+95.64 4.54 LT 361+34.54 a 11.09 LT at(MLMCCOLLISTER) COLLISTER) %�O co .. w •, (MLMCCOLLISTER ° oN �•� �(MLCCo 0014 LLIS TER) _� % 3156.11+462L.7 35 (MLMCCOLLISTER 361+62.44 / 3.16 RT ` - 11111/r (MLMCCO LISTE,1 J J I et 360+82.51 361+48.54 , A ~''•ate - ii Km 360+52.12 0.15 LT 0.07 LT 361+61.06 it2.59 RT (MLMCCOLLISTER) 361+12.90 5 (MLMCCOLLISTER)40 1. 4.10 RT >: 2.89 LT (MLMCCOLLIS ER) CO (MLMCCOLLISTER) �' -. Nt .n (MLMCCOLLISTER) S p `JO 0 361+34.67 „ 4 2.68 LT (MLMCCOLLISTER) 361+54 22 360+13.15, 4.50 RT M 20.81 (MLMCCOLLISTER) II 360+67.83 361+03.16 (MLMCCOLLISTER) �` 18.40 RT 14.21 RT • 360+13.15 (MLMCCOLLISTER) (MLMCCOLLISTER) 22.0 RT - :En 361+32.34 \ 361+ ..17 T (MLMCCOLLISTER) 01 14.6 V (S3 M (MLMCCOLLISTER) (S" YCAMORE) t. 411111114110 * 361+67.60 28.62 (MLMCCOLLISTER) 361+47.00 50.43 RT - (MLMCOLLISTER) SYC-RET-3 i 7 80.75ORLLISTER) zk :h Lid LI 33�U!aZ - 0 W 361+16.30 +�^1 FEET 113.34 RT Cl‘I�111 Geometric Details (MLMCCOLLISTER) r+ Intersection of '1 / McCollister Blvd. and Sycamore 20:20:26 11/26/19 I aLISH .he DESIGN TEAM AD GIS\ IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVA- EXTENSION j SHEET NUMBER L.8 I FILE NO. ENGLISH TEAM CAD -SHEETS\SHT_MCCOLLISTER_L01.DGN 1 / „ SYC-RET-2 / = (67'..96 l IOt - 4 / 679.0.1 w 7 '.\ -id (679.06 a. (678. 0, .... 676.93 • 8 678.35 4 :: :: 67782 (� form CO L. 7 , cri81Constant in o Lrj Constant to 678.48�i N SIoPeisi 677.21 677.40 677.67 678.03 vs ` ' m - r� r _ ATM 678.18 678.40 - 677.89 678.54 678.66 ` ' 678.63 �',, 677.Z1 677.59 Constant Sloe o Constant Slope x i o t ► to (�j �/n1 f o i �, - ��rdnS1 ~m !"1/4 : \‘' , 677.76 MIEMINir (677.12}- (677.39 4111111111111111 (676.86) 7 (678.05 1 \ ' 678.54 ftio IOI - (678.58 I _ SYC-RET-3 Yok 01 }11t3 \1 si N L 133t1 6lOZ FEET � k Staking Detai Is Intersection of McCollister Blvd. and Sycamore FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER L.9 I 20:20:29 I1/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_LOI.OGN RR9 ,685 684 SYC-RET-2 JI H 1-I 684 � JI RR of mI 83 68 c\P 1 co d IQ`IIW ! 678 tr.+'• wc I __- 1V ■ __ 00^ ;681 680 w= n mil 679 o �■ 0;30% 0.2 ± a>i '680 acn 66i 41G>1 m~ • ti 0/ -0.509 O1> ■ (DI- .°H +1.50% - 678 677 +1.00/ + 00/ I I Mall _ _- -__.._ .77 19 676 1111111111111 ■' •76 676 L ■■ MIME - / 679 ; - I 674 6T1 672 1 IIIIIIII 672 672—, r IIi 671 -71 1 67 670 1 66 669 0 10 0 10 40 0 60 70 80 90 100 110 120 1 0 140 150 160 170 180 685 685 1- I i 684 SYC-RET-3 I I I .84 i_i 683 1.-1 _I 683 •-t1 NI co co 682 71 �� -- NI co c 682 681 0 a m I •81 \`\. 680 I +I> +I>' 6: 679 +►> Flu mow, 4 679 +..65% 678 + > -0.46%` -0.50% -78 a°ilu +1.00 677 +1.00 _ t ...-.............. 677 676 _ [__ 676 67 _ _ 675 674 { I 674 67 - - 673 672 _ _ _ 1672 671 67d i V OI J'.� VM0l L 670 A 1 O 66 669 r 668 '3101 Li .milf111. _ 668 667 --' 667 666 � id � , I 666 Edge Profile Details 665 ! 665 Intersection of 664 _ 0_---___ 0 2 30 40 50 60 70 R 664 McCollister Blvd. and Sycamore 100 11Q 120 -130 140 150 160 1 0 180 FILE NO. i ENGLISH r DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.10 20:20:33 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN NOTE: All longitudinal joints shall be either 'KT-2' or 'L-2' unless indicated otherwise. All transverse Joints shall be 'CD' ,joints with a maximum 17' spacing unless indicated otherwise. L If a joint length is 2', a 'C' joint shall be used instead of a 'CD' joint. Refer to SUDAS for details of paved header, if applicable. Refer to SUDAS 7010.101 for additional details. Refer to SUDAS for additional jointing details around physical features. ■ Ait ED JOINT V N in � ' �^ 3' 15' fO 15' 10.85' ' i. 14' 11 In 1=_ .. 16' 16' .. 15.0' 15.0' a.. I / 1- s.s' ls--h**.i. , NOTE: TCH EXISTING ROUNDABOUT JOINTS 15.5 6 t. 15.5' in 16' 16' v l2&' V. ... 6 v 15' 15' 10.85' v off' t0 .. ~ ti6 ED JOINT' Mir' ' iiiili‘ lik. 4 \i181.3iX11313"Vir / Zti :4 add LI 33060 CI1=.1 i 1 --a= Jointing Details 1,,,,,,4 Intersection of FEET McCollister Blvd. and Sycamore FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER L.11 20:20:36 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN 104-5B 10-20-15 0 Diameter or equivalent diameter STORM SEWER * Bid Item ** For SW-545 INTAKES AND UTILITY ACCESSES PIPES Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 2 f ength is added to each side of the Design Length to acc. nt for estimated length to center of structures. Intake/ 0 Connected Flow Lines Location Station and Form Bottom Extension Line Utility Class Pipe Bi. Design Slope Pipe 'ipe No. Offset *Type or Standard Road Plan Grade Well Length** Notes Number Access .D, Size Lengt Length % DR Joint Profile Notes No. ( ) Inlet Outlet Other Sheet No. Elev. Elev. FT From To IN FT FT TvDe Elevation Elevation Eleva on McCOLLISTER BLVD i -- I-101 358+20.00, -22.85 6010-507 673.53 669 03 --- - 1-102 358+20.00, 22.85 6010 507 673.53 668.47 P-101 I-101 1-102 2000 15 49.70 45.70 1.00 669.53_ 669.07 M.14 1-103 356+25.00, 27.50 - 6010-509 669.01 663.68 .` P-102 I-102 I-103 2000 15 193.10 189.10 2.40 668.97- 664.4 - M.12-M.13 P-103 I-103 UA105 2000 15 118.10 114.10 .50 664.18 662 M.12 1-104 356+25.00, -27.50 6010-509 669.01 664.51 ! P-104 1-104 1-103 2000 15 59.00 55.00 1.s0 665.01 66•.46 M.14 UA-105 355+05.00, 32.00 6010-401 (48") 667.04 661.72 P-105 UA105 I-106 2000 18 125.00 121.00 1.': 662.22 ..5.41 j M.12 1-106 353+80.00, 27.50 6010-507 664.79 659.60 P-105A CAP I-105 2000 15 92.00 90.00 0.8: 663.19 .62.47 M.14 1-107 353+80.00, -27.50 6010-507 664.79 660.29 ! _ P-106 I-106 I-108 2000 18 180.00 176.00 0.75 660.10 658.78 M.12 I-108 352+00.00, 27.50 6010 507 663.38 657.88 1 P-107 I-107 I-106 2000 15 59.00 55.00 0.80 660.79 660.35 M.14 I-109 352+00.00, -27.50 6010-507 663.38 658.88 -• P-108 I-108 I-110 2000 24 225.00 221.00 0.75 658.38 656.72 1 M.12 I-110 349+75.00, 27.50 6010-507 661.62 656.02 P-109 I-109 I-108 2000 15 59.00 55.00 1.00 _ 659.3' 658.83 i M.14 I-111 349+75.00, -27.50 6010-507 661.62 657.12 +_ P-110 I-110 I-112 2000 ' 24 222.80 218.80 0.75 656. 654.88 l M.11-M.12 I-112 347+55.00, 27.50 6010-507 659.91 654.18 - P-111 I-111 I-110 2000 15 59.00 55.00 1.00 65 .62 657.07 M.14 I-113 347+55.00, -27.50 6010-507 659.91 655.41 I-114 346+00.00, 27.50 - 6010-507 658.70 652.75 P-112 I-112 I-114 2000 24 157.90 153.90 0.80 6',.68 653.45 M.11 I-115 346+00.00, -27.50 i 6010 507 658.70 654.20 P 113 I 113 I 112 2000 15 59.00 55.00 1.00 w .55.91 655.36 M.14 P-114 I-114 I-116 2000 _ 24 105.00 101.00 0.80_ 653.25 652.44 _I M.11 I-116 344+95.00, 27.50 6010-510 658.09 651.00 P-115 I-115 I-114 2000 15 59.00 55.00 0.80 654.70 654.26 M.14 I-117 344+95.00, -27.50 6010-509 658.09 653.59 - 0-116 344+28.64, 78.39 4030.222 (24" Apron) End of Apron Location P-116 I-116 0-116 2000 24 77.40 75.40 0.50 2 651.50 651.12 651.09 M.14 -- - - --.._ P-117 I-117 I-116 2000 15 59.00 55.00 1.00 654.09 653.54 M.14 I-201 341+25.00, -27.50 6010-509 657.07 652.57 P-201 I-201 I-202 2000 15 59.00 55.00 1.00 . 3.07 652.52 M.14 1-202 341+25.00, 27.50 6010-509 657.07 651.92 P-202 I-202 I-203 2000 15 108.10 104.10 0.80 6'•.42 651.59 1 M.10 1-203 340+15.00, 27.50 6010-509 656.08 650.93 P-203 I-203 UA205 2000 15 122.00 118.00 0.80 651 .3 650.48 M.10 I-204 340+15.00, -27.50 6010-509 656.08 651.58 P-204 I-204 I-203 2000 15 59.00 55.00 1.00 652.s' 651.53 - M.14 j UA-205 338+93.00, 32.00 6010-401 (48") _ 655.61 649.88 P-205 UA205 I-206 2000 15 233.00 229.00 1.00 650.38 648.09 M.10 I-206 - 336+60.00, 27.50 6010-507 652.89 647.34 ---- P-205A CAP UA205 2000 15 92.00 90.00 0.8s. 651.35 650.63 M.14 I-207 - 336+60.00, -27.50 6010-507 652.89 648.39 _ I-208 �334+85.00, 27.50 6010 509 651.31 645.55 P-206 I-206 I-208 2000 - 18 173.00 169.00 1 z 647.84 646.15 j M.9-M.10 P-207 I-207 I-206 2000 18 59.00 55.00 .00 648.89 -48.34 M.14 I-209 334+85.00, -27.50 6010-509 651.31 646.81 -- 1-210 332+30.00, 27.50 6010-509 649.24 642.88 P 208 I 208 I 210 2000 18 251.00 247.00 1.00 •646.05 58 M.9 P-209 I-209 I-208 2000 15 59.00 55.0' 1.00 647.31 64. 76 �M.14 I-211 332+30.00, -27.50 6010-509 649.24 643.78 I-211A 332+70.00, 27.50 6010 507 649.38 644.40 P-211 I-211 I-210 2000 21 _ 59.00 55 .0 1.25 644.28 643. 9 ' M.14 P-211A 1-211A I-211 2000 21 38.00 .00 1.25 644.90 644.4. M.9 I-212 327+72.77, 27.50 6010-510 649.28 639.64 - - P-212 I-212 ExPipe 2000 30 , 22.00 18.00 0.80 640.14 640.00 M.14 I-213 327+72.50, -27.50 6010-509 649.28 644.10 P-213 I-213 I-212 2000 15 59.0:- 55.00 1.40 644.60 643.83 M.14 I-214 326+42.00, 27.50 6010-509 650.20 641.03 I-215 326+42.00, 27.50 6010 509 650.20 641.57 - - P-214 I-214 I-212 2000 24 119. 0 115.20 0.80 641.53 640.61 M.8 UA2i5A 326+49.39, -52.23 Existing Manhole 650.58 641.85 P-215 I-215 I-214 2000 24 -.00 55.00 0.80 642.07 641.63 M.15 P-215A EX215A 1-215 2000 24 26.40 22.40 0.80 642.35 642.17 M.14 I-217 333+37.00, 56.5 6010 513 650.20 645.54 Remove and Replace Ex. MH P-218 I-218 I-219 2000 15 59.00 55.00 1.00 646.72 646.17 M.14 I-218 325+00.00, -27.50 6010-507 651.33 646.22 Inlet EL. shown SE Opening I-219 325+00.00, 27.50 6010-507 651.33 645.57 Connect Existing 21" RCPs P-219 I 219 1-214 2000 135.80 131.80 1.50- 646.07 644.09 M.8 _- _. _ _ Est. FL = 646.04 Total: _.. _ 200% 15 1851.80 - ___ Total: Total: 4030.222 (246 Apron) 1 14 6010-509 ' -':0 18 788.00 - - - :00 21 97.00 6010-401 (48") 2 2 6010-510 2000 24 992.70 _ 6010 507 Structure 17 1 6010-513 f 1 - 2000 30 22.00 1: L_ Connect to Ex. -- Storm Sewer Construction General Notes: 7.) All storm sewer joints shall be gasketed with a rubber 0-ring or profile gasket complying with ASTM C 443 according to the City of 1.) All storm sewer and structures shall be constructed in accordance with the 2019 SUDAS and City of Iowa City Iowa City supplemental specifications. specifications. 8.) Existing storm sewer drainage shall be maintained during construction, if existing drainage patterns are interrupted a plan must be in 2.) Lift holes in sewer pipes are not allowed. place to provide temporary drainage if needed. This may include temporary pumping or ditching which should be considered incidental to H rit , storm sewer installation. 3.) Infiltration barriers are required in new and adjusted �i �e ir�tak �. 4.) All storm sewer structure tops (Intakes/Utility Accesses)46j0k1 .4p1r{e) after paving is completed. 9.) Dewatering and temporary pumping required during construction is the responsibility of the contractor and shall be considered Concrete fillets shall also be installed in all storm sewer structures unless otherwise noted. Incidental to storm sewer installation. 5.) Storm sewer utility access structure form grade elevepgl alobti5algN47hown based on the center of 10.) All connections of existing storm sewer pipe to existing pipe, new structures, new holes required for connection to existing the structure unless otherwise noted. Utility accesses casting locations shall be placed to match pavement structures and patching of existing holes required in removal of existing pipes shall be considered incidental to storm sewer construction jointing patterns. Storm sewer utility access structure sizes vary as described in the standard road plans and and will not be paid for separately. storm sewer details. Price bid shall include all materials, TlIn 14bor required to construct the UA 11.) Concrete pipe caps shall be used on pipes P-105A and P-205A and shall be considered incidental to storm work. according to these details. 1 I Li 12.) Aprons shall include Apron guards (4030.224) and shall be installed on the same alignment and slope as the proposed storm piping. 6.) Existing storm sewer pipe type, size and elevations are estimated based on field survey and shall be The last 3 joints (including the Apron) shall include Iowa DOT Standard Road Plan DR-121 type 2 connectors. verified by the Contrator prior to fabrication of storm sewer structures and pipe installation. 13.) RCP Apron Section Footings per SUDAS 4030.221 shall be installed for all Aprons. 14.) Bid price for 6010-513 intake shall include all labor, materials and equipment needed to connect Ex. 21" pipes to I-217. FILE NO. ENGLISH DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER McCOLLISTER BLVD SHEET NUMBER M.1 11/11/2019 11:22:48 AM KimballDl P:\60579265\400_Technical\401_Technical_Area_l-Drainage\Storm Sewer Design - Roadway\60579265-M01.xlsm Wall of Precast Manhole or Intake Structure 6" min.r 4"min. "V—NI lilli ...° 0® 411, ..11 III IIII II Ilk Mgr O Lap ends of wire mesh a minimum of 6 inches. III © O Concrete collar is required when CONCRETE COLLAR FOR PIPES 12"AND SMALLER onnular space betweenthe outside w of the pipe and the wall of the TIEEES structure is 2 inches or greater. T'O'p"'bed one* Teo-p *food costing Frame I a bop as fovea Provide two#4 hoop bars in concreteo _ Wall of Precast Manhole (-4.‘ collar.Lap bars a minimum of 6 inches. I I ' R000toses modem.a text moy or Intake Structure 4 Trowel concrete flush with inside elloy 1014 O � <q a•conceded O wall of structure. .� I Cr 9"min. f+ = " 05 Waterstop per 6010,2.08.0 �U '� , y ��� � `♦' �'tT 0"*.,`N` :°>r ha. 4"min. © „' ' { . ' I L_�_ .�IaT .a aana t :4A 4j is\ININir 4w kit S� m S ) PLAN • 1 IMMIX � A�ea nof r .® �•(bo.) - PLAN • Milli © 31"Mk 1/2" 1" 26-met ''ear CONCRETE COLLAR FOR PIPES GREATER THAN 12" ` `% PIPE TO STRUCTURE CONNECTION A ', I MIL 1 IX I Pipe Joint T� I 2r.�. Overlap fabric 12" 12" 12"at top of pipe. TYPICAL SECAON TYPICAL SECTION min. min. "�� !1' f/�v I T`} ' ENGINEERING DIVISION for Storm Sewer Manholes Figure 6010.602 I0 �/A l l l `' `,, i Fabric 0 \I 101 Engineering PIPE JOINT WRAPPII j110 A113 PIPE TO PIPE CONNECTION L 1•9�afNg�inforced Arch Concrete Z'i :II Wd Pipe(RCAP) IOWA CITY STORM SEWER PIPE CONNECTION I . «-I FIGURE 4020.211 ENGINEERING DIVISION FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.2 13:01:51 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER_M01.DGN / Two-piece ,ed casting Frame Notes: Size and spacing of lugs and-flanges PRECAST MANHOLE may vary. SECTIONS (SEE Two-piece fixed casting with t-down cover FIGURE 6010.301 \ / FOR CIRCULAR \ Roughness patter''and text style may SANITARY SEWER 1 2O MANHOLE DETAIL) Bolt(Twe C) Minimum one concealed pldchole. FLEXIBLE WATERTIGHT PIPE 0 REUNER INSIDE CONNECTOR, SEE NOTE 2 _ _ DROP BOWL � ��SECURED WM-I FLEXIBLE ��` I Q�I� \ Q1 If fra e is required be attached to STAINLESS stnure, drill four 4' diameter holes or STEEL BOLTS 18"-24" CONNECTOR #(:::"--- / slots, equally spaced around frame. O i - -A - f' \\ Q2 if specified,�fumi;3h bolt down frame and cover ti •'s�- �'f. with four 11££ x 7211ff�' stainless steel, hex head, FLEXIBLE COUPUNG �� •II��,.T.I' \ a recessed cap screws. Secure cover with J ' Uk:fstablishod "4.-``T�. .i�ll�� screws, washers, and rubber gasket seals. �— SANITARY . I 4. SEWER \\ C i / , ,C� O SEE NOTE 1 — r 1839 '4 ` PVC SDR 35 PIPE l L y TARP 7 REUNER 304 STAINLESS STEEL �- -' STRAPS (2 MIN.) SECURED • TO WALL W1TH SS FASTENERS r, 45' BEND PVC SDR 35 Q Anchor Bolt Hole Range (fyp.) PLAN / Gasket r 26" min. 1 I/a:r Seal lir iiiirichmiiii. . 6h. 7" min. NOTES: I 1. 5-FT MIN. DIAMETER REQUIRED IF INTERNAL DROP INSTALLED. — 24" min. 2. IF MANHOLE IS BUILT NEW WITH DROP-IN CONNECTION, USE A-LOK CONNECTOR, 357/4min. IF DROP IN CONNECTION IS ATTACHED TO AN EXISTING MANHOLE CORE HOLE AS REQUIRED TO ACCEPT PIPE. INSTALL LINK-SEAL, PSX-DIRECT DRIVE BOOT OR TYPICAL SECTION ENGINEER APPROVED EQUAL WATER TIGHT CONNECTOR. 71 �11 l d Li 133Q F �j CITY Y DROP CONNECTION FOR ("� [ i r_ FIGURE 6010.307 IOWA WA CITY Castings for Figure 6010.601 ENGINEERING DIVISION SANITARY SEWER MANHOLE '-i Sanitary Sewer Manholes ENGINEERING DIVISION FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.3 13:02:02 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MOI.DGN EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO® INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX AND / t.s. BACK DOWN. �I CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM TR BOX PLACER WBETWEENMH A.'ANT AND HYDRANT ® TERMINATION POINTS. PLACE GROUND RODS 6"- 0" AWAY FROM PIPE AND IN HYDRANT VALVE, ® CONTACT WITH NATIVE SOIL. ;� IN C❑NCRETEt P •CE 1' FROM HYDRANT. 3' D" IN GRASS: TAP TO BARREL WITH 2X4 SCRAP RADIAL OF WOOD IN' ALLED BETWEEN BOX AND CLEAR ~ BARREL Ti NSURE METALS DO NOT TOUCH. WIRE CONNECTING GROUND SPACE VALVE AND ROD TO TERMINAL BOX iS P OTRACER WIRE TERMINAL BOX 6' GAT VALVE SEPARATE WIRE FROM THE AT GROUND LEVEL WIRE TO THE HYDRANT RUN 4 x ,^urIII MA 'D z FINAL _ 1^i __ rTR CH� GRADE FIRE HYDRANT BARREL® l— I TRENC i'—SPLICE TO MAIN TRACING WIRE OR ©GRCUNO ROD �i FIRE HYDRANT VALVE i ,� SET ADDITIONAL GROUND ROD TRACER WIRE Z BACKFILL NEW WATER MAIN i i f , FIRE HYDRANT TEE 7 WATER BACKFILL WITH CLEAN 2-1/2' ' / f HOLDING MAIN CRUSHED STONE TO 18' ABOVE f SPOOL O` ' vI THRUST DO NOT RUN WIRE ( / BOTTOM OF HYDRANT BASE MEGA L •�• I BLOCK UP VALVE BOXl EXISTING WATER MAI r� POSSIBLE SPLICE \ i lif WITHOUT LOCATE WIRE \ 1 ■. �i CONCRETE �1��(��Iu� 1'� —rr — -� .T=� :r 4/8 BLOCKir 4ØSPUCE ` 1 REQ'D -SOLID \ •�� TAPE HIRE AT MIDPOINT CONCRETE ANCHOR OR SWIVEL TEE � OF EACH PIPE LENGTH GROUND ROD BLOCK • ROUND ROD© .OLID CONCRETE BLOCK i TYPICAL DETAIL AI' ° TRACER WIRE INSTALLATION WITHOUT EXISTING LOCATE WIRE lY AL HYDRANT & VALVE ASSEMBL SCALE: NOT TO SCALE Figure 5020.201 Figure 5010.103 REVISED O5/2018 OT TO SCALE REVISED 05/2018 VM01 `A110 VMOI Ni313 AIM Z1 :4 Wd LI 3306101 a311d FILE NO. l ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.4 13:02:09 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_M000LLISTER_MOI.DGN SANITARY SEWER PIPE SAN-1 SAN-2 7200016 SANITARY MANHOLES LOCATION PIPE FLOW LINES 7/20/2016_ SHEET LINE NO. DIAMETE LENGTH SLOPE INLET OUTLET NOTES TYPE OR NO. FROM TO MATERIAL RIM GRADE BOTTOM R(IN) (LF) (%) ELEVATION ELEVATION SHEET NO. NU :ER STA STANDARD EL. WELL EL NOTES M.12 M-401 355+61.80,50.00'LT SMH-7 12 PVC 50.00 0.760 652.91 652.53 ROAD PLAN M.12 M-402 SMH-7 SMH-6 12 PVC 356.80 0.751 652.43 649.75 M.10 SMH-135 11 337+11.34,33.00'RT 48"6010.301 654.01 627.86 Existing Manhole/Drop Connection M.12 M-403 SMH-6 SMH-5 12 PVC 355.00 0.749 _ 649.41 646.75 M.10 SMH-1 337+11.34,0.00' 48"6010.301 654.38 636.75 M.11 M-404 SMH-5 SMH-4 12 PVC 300.00 0.750 646.25 644.00 M.11 M-405 SMH-4 SMH-3 12 PVC 300.50 0.749 643.84 641.59 M.10 SMH-2 339+50.00,0.00' 48"6010.301 655.95 638.64 M.10 M-406 SMH-3 SMH-2 12 PVC _ 300.00 0.750 641.49 639.24 M.10 SMH-3 3• '+50.00,5.00'RT 48"6010.301 659.15 640.99 M.10 M-407 339+50.00.50.00'LT SMH-2 12 PVC 50.00 0.760 639.62 639.24 M.11 SMH-4 345 •0.00,5.00'RT 48"6010.301 659.26 643.34 M.10 M-408 SMH-2 SMH-1 12 PVC 238.70 0.750 639.14 637.35 M.10 M-409 SMH-1 SMH-1352-11 12 PVC 33.00 0.758 _ 637.25 637.00 M.11 SMH-5 348+ '.00,0.00' 48"6010.301 661.70 645.75 M.12 SMH-6 352+05..',0.00' 48"6010.301 664.47 648.91 - TOTAL 12"PVC 1884.00 M.12 SMH-7 355+61.86 1.00' 48"6010.301 667.99 651.93 NOTES: NOTES: 1. ALL SANITARY SEWER AND STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2019 9. CASTINGS SHALL B •.6010.601 WITH TWO PIECE FIXED CASTING, ' ENAH FOUNDRY SUDAS AND CITY OF IOWA CITY SPECIFICATIONS. COMPANY R-1642 WITH I RNAL CHIMNEY SEALS PER FIGURE 6010 .06. 2. ALL PVC PIPE 12" SHALL BE SDR 26 SOLID WALL PVC PIPE PER SUDAS SPECIFICATIONS SECTION 10. CONTRACTOR SHALL PR. IDE SHOP DRAWINGS FOR ALL MAN, dLES AND CASTINGS. 4010.2.O1A. JOINTS SHALL BE INTEGRAL BELL AND SPIGOT WITH ELASTOMERIC SEALS PER SUDAS ITEMS SHALL BE INSTALLED 0 Y AFTER RECEIVING SHOP DRA NG APPROVAL FROM SPECIFICATIONS SECTION 4010.2.O1A UNLESS OTHERWISE INDICATED. THE ENGINEER. 3. PIPE TRENCH AND BEDDING SHALL BE CLASS F-3 FOR ALL PIPES PER SUDAS ROAD PLAN 3010.103. 11. ALL CONNECTIONS TO EXISTI LINED PIPE SHALL MADE DIRECTLY TO THE LINED PIPE. THE EXISTING OUTER ''-•E SHALL BE REM,'ED AT THE CONNECTION 4. SEPARATE GRAVITY SEWER MAINS FROM WATER MAINS BY A HORIZONTAL DISTANCE OF AT LEAST 10' UNLESS: LOCATION TO PROVIDE A SMOOTH CON TION POINT. INK SEALS SHALL BE USED FOR A. THE TOP OF A SEWER MAIN IS AT LEAST 18" BELOW THE BOTTOM OF THE WATER MAIN AND ALL CONNECTIONS FOR LINED PIPES TO "•,EW SANITA' SEWER MANHOLES. THIS WORK B. THE SEWER IS PLACED IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON A BENCH OF UNDISTURBED SHALL BE CONSIDERED INCIDENTAL TO S• TARY S 'ER CONSTRUCTION. EARTH AT A MINIMUM HORIZONTAL SEPARATION OF 3' FROM THE WATER MAIN. C. WHEN IT IS IMPOSSIBLE TO OBTAIN THE REQUIRED HORIZONTAL CLEARANCE OF 3' AND A VERTICAL 12. FIELD VERIFY ALL PIPING SIZES AND E •TIONS PRIOR TO SUBMITTING MANHOLE CLEARANCE OF 18" BETWEEN SEWERS AND WATER MAINS, THE SEWERS MUST BE CONSTRUCTED OF WATER MAIN SHOP DRAWINGS. MATERIALS (CL52 DUCTILE IRON PIPE). HOWEVER PROVIDE A LINEAR SEPARATION OF AT LEAST 2'. D. AT ALL WATER MAIN CROSSINGS ONE LENGTH OF PIPE WILL BE CENTERED ON THE CROSSING. 13. DROP CONNECTION INTO THE EXISTIN AN E SHALL BE COORDINATED WITH THE CITY OF IOWA CITY WASTE MANAGMEMENT •EPART T AND PERFORMED DURING DRY 5. EXISTING UTILITIES SUCH AS SANITARY SEWER SERVICES AND SANITARY SEWER MAINS SHALL BE KEPT IN WEATHER CONDITIONS. PRICE BID SHA INCLUDE MATERIAL, EQUIPMENT AND CONTINUOUS OPERATION DURING CONSTRUCTION. TEMPORARY CONNECTIONS SHALL BE MADE UNTIL WORK IS LABOR NECESSARY TO CONSTRUCT TH DROP CONNECT IN AS SHOWN IN THE DETAIL ON COMPLETED. IF DAMAGE OCCURS FROM INTERRUPTION OF SERVICE OR FROM A FAULTY CONNECTION, THE SHEET M.3. ADDITIONAL PAYMENT L NOT BE PROVI.' D FOR BY-PASS PUMPING IF CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR DAMAGE AT NO COST TO CONTRACTING AUTHORITY. REQUIRED. 6. TEMPORARY PIPE CONNECTIONS WILL BE REQUIRED BETWEEN CONSTRUCTION STAGES TO CONNECT THE PROPOSED 14. ANY DEWATERING REQUIRE FOR SANITARY SEWER INS LATION SHALL BE SANITARY SEWER TO THE EXISTING SANITARY SEWER. ALL TEMPORARY CONNECTIONS REQUIRED FOR STAGING CONSIDERED INCIDENTAL TO ITARY SEWER CONSTRUCTION '.D WILL NOT BE PAID SHALL BE CONSIDERED INCIDENTAL TO SANITARY SEWER PIPE CONSTRUCTION. FOR SEPARATELY. 7. TEMPORARY CONNECTIONS TO SANITARY SEWERS OR SERVICES SHALL DISCHARGE INTO MUNICIPAL COLLECTION 15. LIFT HOLES IN SEW PIPES ARE NOT ALLOWED. SYSTEM FOR TREATMENT. TEMPORARY BYPASS PUMPING MAY BE REQUIRED TO MAINTAIN SERVICE AT CONNECTIONS TO EXISTING SEWERS OR WHERE NEW SEWERS AND EXISTING SEWER PIPE GRADES CONFLICT. ALL TEMPORARY 16. INFILTRATION BA"IER REQUIRED IN NEW AND ADJUSTED MANHOL:• AND INTAKES. CONNECTIONS AND PUMPING SHALL BE CONSIDERED INCIDENTAL TO SANITARY SEWER PIPE CONSTRUCTION. 17. PIPE PENETR• ON INTO STRUCTURES SHALL BE A FLEXIBLE WATER GHT SEAL IN 8. CONCRETE COLLARS SHALL BE USED AROUND SANITARY SEWER PIPE JOINTS WITHIN 10' OF A STORM SEWER ACCORDANCE WIT 6010.2.08.A.1. CROSSING WITH LESS THAN 6"OF COVER BETWEEN THE TWO PIPES AND SHALL BE CONSIDERED INCIDENTAL TO SANITARY SEWER PIPE CONSTRUCTION. 18. SANITAR SEWER MANHOLES SHALL HAVE PVC LINER IN ACCORDANCE W H 6010.2.11.►. . 19. CO CTION TO EXISTING MANHOLE SHALL BE A PREMANUFACTURED WATERTIGHT SEAL 4 ACCORDANCE WITH 6010.3.05.C.2. VMOI 71/4113 VMO! A8313 A113 Z1 :h WI LI331610Z a3lizi FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER M.5 13:02:14 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN GENERAL NOTES 1. ARRANGE WITH THE VARIOUS UTILITY COMPANIES FOR SUPPORT OR 15.CONTRACTOR SHALL COORDINATE WATER MAIN AND WATER SERVICE HYDRANT ASSEMBLY LOCATIONS W-5 RELOCATION OF ANY UTILITIES AND/OR UTILITY POLES. ANY CHARGE FOR SHUT DOWN OPERATIONS WITH RESIDENTIAL PROPERTY OWNERS TO LIMIT 4/1/2017 TEMPORARY SUPPORTING OR RELOCATING ANY UTILITIES AND/OR UTILITY POTENTIAL IMPACTS. PRIOR TO WATER SERVICE DISRUPTION THE POLES SHALL BE PAID BY THE CONTRACTOR. CONTACT IOWA ONE CALL CONTRACTORS SHALL CONTACT RESIDENTAL PROPERTY OWNERS BY PHONE Finshed (1-800-292-8989)FOR EXISTING UTILITIES LOCATIONS PRIOR TO EXCAVATION. OR IN PERSON 3 WORK DAYS PRIOR TO SERVICE DISRUPTION AND 2 WORKING 6"Leg EXISTING UTILITIES,TREES,STRUCTURES AND PAVEMENT LOCATIONS SHOWN DAYS PRIOR TO RESIDENTIAL DISRUPTIONS. THIS INCLUDES INSTALLING DOOR Sheet Size Station At Tee (FT) Grade At NOTES ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS HANGERS TO INFORM PROPERTY OWNERS OF THE SHUTDOWN DATE,TIME AND Hydrant OF THESE AND ANY OTHER EXISTING FACILITIES AS REQUIRED TO COMPLETE DURATION.THE CONTRACTOR SHALL ALSO LIMIT WATER MAIN AND SERVICE THE WORK. DISRUPTIONS TO A MAXIMUM OF 4 HOURS.THIS WORK SHALL BE CONSIDERED M.8 16"x 6" 324+60.00.38.25 LT 6.0 651.99 WH-1/ INCIDENTAL TO WATER MAIN CONSTRUCTION AND WILL NOT BE PAID FOR SEPARATELY. 2. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON DRAWINGS M.8 16"x 6" 327+71.00.41.00 LT 6.0 649.52 WM"r2 OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA,IT SHALL BE THE 16.COORDINATION SHALL BE BETWEEN THE CITY OF IOWA CITY,IOWA CITY SCHOOL ,� RESPONSIBILITY OF CONTRACTOR TO NOTIFY OWNERS OF UTILITIES PRIOR DISTRICT,AND THE IOWA CITY WASTEWATER PLANT FOR THE TEMPORARY SHUTDOWN M.9 16"x 6" 330+25.00,41.00 LT 6.0 651.83 ;WH-3 TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL AFFORD ACCESS TO AT THE SYCAMORE STREET 16"WATER MAIN.THIS WORK SHALL BE CONSIDERED - THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. INCIDENTAL TO WATER MAIN CONSTRUCTION AND WILL NOT BE PAID FOR SEPARATELY. M.9 1 "x 6" 333+06.00.41.00 LT 6.0 650.61 WH-4 UNDERGROUND FACILITIES,STRUCTURES AND UTILITIES HAVE BEEN M.9 16" 6" 335+71.00,41.00 LT 6.0 653.14 WH-5 PLOTTED FROM AVAILABLE SURVEYS AND RECORDS,AND THEREFORE THEIR 16. ANY DEWATERING REQUIRED FOR WATER MAIN CONSTRUCTION SHALL BE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION AND WILL NOT BE M.10 16"x 6 338+83.00.41.00 LT 6.0 655.80 WH-6 THERE MAY BE OTHERS,THE EXISTENCE OF WHICH IS PRESENTLY NOT PAID FOR SEPARATELY. • KNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR > EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO M.10 16"x 6' 342+31.00.41.00 LT 6.0 658.93 WH 7 CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO CONTRACTOR M.11 16"x 6" 346+25.00,41.00 LT 6.0 659.80 WH 8 FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. - M.11 16"x 6" 348+75.00,41.00 LT 6.0 661.75 WH-9 3. ANY WORK SHOWN ON PLANS BUT NOT INCLUDED IN BID ITEMS SHALL BE CONSIDERED INCIDENTAL TO PROJECT M.12 16"x 6" 351+`a7.50,41.00 LT 6.0 664.27' WH-10 4. ALL WATER DISTRIBUTION MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF M.12 16"x 6" 354+95`V0,41.00 LT 6.0 6 T..1 2 WH-1 1 IOWA CITY ACCEPTED PRODUCTS. - https://www8.iowa-city.org/weblink/0/edoc/1763220/AcceptedProductsForWaterDistribution.pdf M.13 16"x 6" 358+21.000;,41.00 LT 6.0 74.62 WH-12 • 5. DUCTILE IRON PIPE SHALL BE CLASS 52 WITH PUSH ON JOINTS.FOR TRENCHED WATER MAIN M.13 16"x 6" 360+95.00,ADO LT 6.0 678.93 WH-13 PIPE INSTALLED BY DIRECTIONAL BORING SHALL BE CLASS 53. NOTE: ALL FINISHED GRADES TO BE VERIF D IN FIE PRIOR TO CONSTRUCTION 6. TRACER WIRE TERMINAL BOX SHALL BE LOCKABLE AND TRACER WIRE ATTACHABLE. BOX SHALL HAVE A CAST IRON LID AND BE COMPACT MJ FITTINGS Unit TOTAL WT NVT A M.8 M.9 M.10 M.11 M.12 M.13 18"LONG AND TELESCOPING. FITTING BY COUNT, DUCTILE IRON,16IN,TEE _ EACH 323 32). 1 _ 1 7. TRACER WIRE SHALL BE#12 SOLID COPPER,LLDPE INSULATION IN BLUE FOR FITTING BY COUNT, DUCTILE IRON, 16 IN X 6IN,TEE _ EACH 2977 2/9 13 2 3 2 2 2 2 TRENCHED PIPING AND#12 COPPER COATED,STEEL CORE FOR TRENCHLESS METHODS. FITTING BY COUNT, DUCTILE IRON, 16 IN X 12 IN,TEE - EACH 281 '281 1 1 8. 8 MIL.POLYETHYLENE WRAP IS REQUIRED FOR DIP WATER MAIN PIPE AND FITTING BY COUNT, DUCTILE IRON, 16 IN X 8IN,CROSS EACH 528/ 264 2 1 1 FITTINGS.V-BIO ENHANCED POLYETHYLENE ENCASEMENT. FITTING BY COUNT, DUCTILE IRON,8IN,CAP EACH 1,26 30 4 . _ 2 2 9. MECHANICAL RESTRAINED JOINTS AND THRUST BLOCKS ARE REQUIRED AT ALL FITTING BY COUNT, DUCTILE IRON,8IN,45 DEGREE BEND EACH 220 55 4- _ 2 2 FITTINGS AND ALL CHANGES IN DIRECTION AND ELEVATION. FITTING BY COUNT, DUCTILE IRON, 161N,45 DEGREE BEND EACH ,: 404 202 2 2 _ THRUST BLOCKS SHALL BE SIZED AS FOLLOWS: FITTING BY COUNT, DUCTILE IRON, 16IN, 22.5 DEGREE BEND EAC ' 356 178 2 - H 2 22.5 DEGREE BEND:14.0 SF MINIMUM BEARING SURFACE _ 45 DEGREE BEND:27.0 SF MINIMUM BEARING SURFACE FITTING BY COUNT, 6IN, DUCTILE IRON, MECHANICALJOINT - E 208 16 p 13 2 4\ 3 -_ 2 2 2 2 90 DEGREE BEND:50.0 SF MINIMUM BEARING SURFACE FITTING BY COUNT, 8IN, DUCTILE IRON, MECHANICALJOINT - ACH 250 25 10 5 5 TEE:36.0 SF MINIMUM BEARING SURFACE FITTING BY COUNT, 12 IN, DUCTILE IRON,MECHANICALJOINT r EACH 40 40 1 1 10. EXISTING HYDRANTS REMOVED WILL BE DISPOSED OF AS DIRECTED BY OWNER. FITTING BY COUNT, 16IN, DUCTILE IRON, MECHANICALJOINT EACH 2255 55 41 6 6 6 4 6 13 ~11. WATER MAIN MATERIAL,INSTALLATION,DISINFECTION AND TESTING SHALL TOTAL 7962 BE PER SUDAS 2019 EDITION,UNLESS OTHERWISE INDICATED. ANY ADDITIONAL FITTINGS (VALVES OR HYDRANTS REQUIRED FOR EFFECTIVELY TESTING THE SYSTEM ARE CONSIDERED 45° ELB' WITH SANITARY OR INCIDENTAL TO WATER MAIN INSTALLATION. RESTRA •ED JOINTS STORM SEWER (TYPIC• 4 PLACES) 12. BEDDING SHALL BE PER SUDAS 3010.104 CLASS P-2 WITH CLASS 1 BEDDING MATERIAL. r Zi (�13. REPLACEMENT BACKFILL MATERIALS SHALL BE CLASS II MATERIAL PER SUDAS 3010. N Y OD 14. WATER MAIN CASING. ALL INSTALLATIONS AND MATERIALS SHALL CONFORM WITH SUDAS 3020. „„„�..„„�` CARRIER PIPE SHALL BE TR FLEX WITH NITRILE GASKETS AS MANUFACTURED BY US PIPE OR EQUIVALENT. 16" WATER MAIN CASING SPACERS INSTALLED PER SUDAS 3020. CONTRACTOR MAY CHOOSE TO DIRECTIONALLY DRILL OR JACK AND BORE CASING PIPES. 'cell o I 'I 1 '3 }VAS O j SEWER CROSSOVER DETAIL L FOAMEDIN CELL SULATON POLYURETHANE �7/�l �J V,,IY^^tVi 18' MIN IF CONTRACTOR DIRECTIONAL DRILLS THE CASING PIPE L1ga�1�IiDPE PIPE,SEE SPECIFICATIONS. ALL FLANGES,GROUT AND PLUGS{,FOR RESTRAINING THE HDPE PIPE IS CONSIDERED INCIDENTAL TO THIS ITEM. Z ti :11 Wd L 1330 610Z NOTE: 1. MIN. VERTICAL SEPARATION BETWEEN WATER MAIN AND STORM IF CONTRACTOR CHOOSES JACK AND BORE THE CASING PIPE SHALL BE WELDED STEEL PIPE SEWER SHALL BE 18" (OD TO OD) BELOW STORM. PER SUDAS 3020,SECTION 2.02. STEEL CASING PIPE THICKNESS SHALL BE PER SUDAS 2. USE ABOVE DETAIL WHERE NOTE 1 LIMITS CANNOT BE MET WITH NORMAL PIPE DESIGN ADDITIONAL)VALVES OR HYDRANTS REQUIRED FOR TEUAL CHAPTER 9C-1. WELDING STiQIGS LDI I F al-ING WATER MAIN ER$UDAS 3020. ANY JOINT NE CONSTRUCTIONLENGTH TOLERANCES.0 ARE CONSIDERED INCIDENTAL TO THIS ITEM. 3. CENTER LENGTH OF WATER MAIN BENEATH SEWER AS SHOWN ABOVE. 4. DEFLECT PIPE JOINTS OR PROVIDE PIPE FITTINGS AS NEEDED TO OBTAIN REQUIRED CLEARANCE. FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PRDJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.6 13.02:17 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MO1.DGN SURVEY SYMBOLS UTILITY LEGEND PLAN VIEW COLOR LEGEND OF STORM SEWER SHEETS LINEWORK Design Color No. • FHD Fire Hydrants TLNR Tree Line Right Gray, Dark (112) MIMI Existing Topographic Features, Utilities, and Labels TVP TV Pedestal FW Wire Fence MID D A M E R I r A N Black (17) Proposed Storm Sewer Detai Is, Alignment, Stationing. Tic Marks, and FLG Flag Poles FWD Wood Fence 1 1 L 1 i Alignment Annotation SHADING Design Color No. BB Billboard TDL Trafic Detection Loop - FO - C E N T U R Y L INK Gray, Light 48) Proposed Pavement Shading SI Sign HDG Hedge Row 02 PR ILE VIEW COLOR LEGEND OF STORM SEWER SHEETS MM Mile Marker Post D Centerline Draw or Stream(Down) 1"Vd/ u 1 1 1 I . LINEWORK Desi Color No. • INB Storm Sewer Beehive Intake RET Retaining Walls TEV Evergeen Tree G — IOWA CITY Gray, Dark (112) Existing Ground Line Profile and Existing Utilities Informat Black (17) Proposed Pipes and Intakes TDC Tree Deciduous TFR Tree Fruit - SAN(B) - IOWA CITY S A N I A R PLAN VIEW INE STYLE LEGEND OF STORM SEWER HEETS SHR Shrub • PPA Power Pole Co.1 - ST.S.(B) - IOWA CITY STORM 'L V. r i I►—I► Plug an Abandon Existing Pipe or Structure — — — — —— — - Removal Existing Pipe or Structure -= IN Storm Sewer Intake Previously onstructed Pipe or Structure . MH Utility Access(Manhole) - Direction o Ipe Flow • TSG Traffic Signal n(,I A fl T T U ,i A T 77 PROFILE VIEW LINE TYLE LEGEND OF ORM SEWER SHEETS OUT Tile Outlet t • TSL Traffic Signal and Luminare Existing Ground SL Speed Limit Sign -- -- Proposed Ground • GP Guard Post(Less Than 4 Posts) Previously Constructe• Pipe or St ture MIS Miscellaneous Proposed Pipe or Struc re TPD Telephone Pedestal RIGHT—OF—WAY LEGEND GV Gas Valve Reference Point EB Electrical Box { 0 Survey Line A Proposed Right-of-Way • Station � UB Utility Box A — Section Corner /. \ Existing and Proposed Right-of-Way "c . WV Water Valve Easement and Existing Right-of-Way — - - — - - — - - — Ground Line tercept • PR Electic Riser Pole Borrow Saw Cut LUM Luminaire Easement (Temporary) CUL Culvert Guardr I 411 Easement LIN Miscellaneous Line ►���••;•„••,••••1 Clearing & Grub• ng Area X cess TIL Tile Line Pavement Re al A/C Ac ss Control GDL Guard Rail Steel - - ROC Rock Outcropping BLD Building or Foundation UTILITY CONTACTS CON Concrete or A/C Slab NAME TYPE LINE CODE CONTACT EMAIL ADDRESS CITY STATE ZIP PHONE# CU Back of Curb Iowa City Water Water W Kevin Slutts kevin.slutts@iowa-city.org 0 E.Washington Street Iowa City I 52240 319-356-5162 Mid American Energy-Gas Gas G Carson Hemphill crhemphill@midamerican.com 1630 Lower Muscatine Rd Iowa City IA 52240 319-360-3956 GU Gutter In Front of Curb Mid American Energy-Electrical Electrical El Jason Warren jlwarren@midamerican.com 1630 Lower Muscatine Rd Iowa City IA 52240 319-400-8474 ENP Edge Paved Entrance&Park Lot Iowa City WasteWater WasteWater SAN Jesse Eister jesse-eister@iowa-city.org 4366 Napoleon Street,SE Iowa City IA 52240 319-887-6098 SWK Sidewalk Information Technology Services ITS Trent Hansen trent-hansen@iowa-city.• • 410 E.Washington Street Iowa City IA 52240 319-356-5433 Centurylink Fiber Optics FO Tom Sturmer thomas.sturmer cent link.com 302 S Linn Street Iowa City IA 52240 720-578-8090 EP Edge of Paved Roads(ML or SR) Mediacom TV TV Tim Eagen teagan@mediacomcr om 546 Southgate Ave Iowa City IA 52240 888-847-4757 ENT Centerline BL of Entrance VIA 01 'A 113 tih)101 SH Paved Shoulder ^i SNP Unpaved Shoulder A11v DU Centerline Draw or Stream(Up) ?I •1 Rd Li 33(1 1 STORM SEWER BNK Stream Bank JJ}tUU �� EG Edge of Gravel Road LEGEND AND SYMBOL ,,`',vtliV RIP Rip-Rap 0 3 1 I q INFORMAT ION SHEET DIK Centerline of Dike or Dam " TLNL Tree Line Left (COVERS SHEET SERIES M) FILE NO. ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M•7 13:02:20 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER_MO1.DGN ,``�, Adjust Sanitary Manhole 327+31.85, 3) 00' LTi 327+71.00, 37.00' LT NOTE: FOR WATER MAIN CROSSINGS, - - 1 - 16"X12" - EE „ MAINTAIN 18" SEPARATION BETWEEN ji Safe'' 322.5 LF 16" DIP 322.5 LF 16" DIP • E NOTE 1 11 16 X6 TEE CONNECT EXISTING 12" RCP FROM N.E. SANITARY AND STORM SEWER CROSSINGS. _ WATER MAIN WATER MAIN REMOVAL EST F.L. 645.10 SEE DETAIL ON M.6 IF NEEDED. 16' GATE VALVE \ _ CONNECT TO EXISTING Sa MANHOLE FROM N. 0,. `e, 16" GATE VALVE REMOVE HYDRANT (e1- EST F.L. 642.35 -�"' , WH-2 REMOVE HYDRANT \ mawt II `® w,a�l�.�...� • `\ 324+60.00, 34.25' LT ?\ i� REMOVE _ "i _l,, _ _ . ��.- iii 32L 15 "CP 1 16 X6 TEE 16' GATE VALVE \ � REMOVE X. ® Sa,.re,, ` 16' GATE VALVE ��' 7 rlib - VIIIIIMP' rev ilk i, RE Ir �n0 �r REMOVE E I_ - _ . •CP m INTAKE MOV EX. 33 LF 24 RCPalp Ok a 320.0 LF 16" DIP \ -F ' L� WATER MAIN 378.0 LF 16" DIP — �0 :� 100 LFM2• RCP quilillippr WATER MAIN REMOVAL REMOVE EXISTING CONNECT30" RCP O EXISTING FROM INTAKE REMOV EX. EST F.L. 640.00 Connect to Existing 16 20 LF 30 CP Water Main at Hydrant 321+51.60 20.50' LT s,M al S'ls �� NOTE 1: CONTRACTOR SHALL COORDINATE s� RECONNECTION OF 12" WATER MAIN WITH IOWA CITY TO MINIMIZE DISRUPTION OF WATER SERVICE TO AREA .,\• ' v,- - \ �� .ice , 50 / FEET 1 l , J I - 660 f _ 660 — R05S-PIPE S' E SHEET M.15 655 ( PgnFT F SHEET PTPF -r_______FOR EE SH ET M. 15 FOR , 655 SS FIHE Existing Hydrant PFOFI-E `K,ROFILE 1 T� 1-214 - — — �1-2_2� 650, f 5.5' MINIMA " j _-. _ 650 i._........._...................,--(P-41-9-) 645 845 _ is" e i. ! �= 640 Ea$etr RainCorn:wit to„` — ! __ _ G ------ •16 Dai.Leer-ly_ _ ���� Propos 640 _ _. \ _ VIo'^03-13 y ate 635 _ I, 1% 111-611,1 __ - 635 cx141.-1-a _ 96" - nitat^ Sewer_Mai✓u a Conti ues to NW' 630 �± 630 l —+50 +75' _ +25 +50 +75 -323 +2T +50 +75 3i4- + —._. .+75 _-..12 +25 - 0 +751-6— +25 ...__+40 +75 327 +25 +50 +75 32$ +25 +50 +75 an- FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION - SHEET NUMBER M.8 13:02:26 11/27/19 anthony.hemaRct60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MO1.DGN / / CONNECT EXISTING JREMOVE AND REPLACE 450.0 LF 16" DIP - 21' RCP FROM N.E. AR EXISTING MH WITH WATER MAIN REMOVAL EST F.L. 645.00 / , EA DRAIN (SEE SHEET SHEET M.1 FOR DETAILS) 333+06.00, 37.00' LT / 262.5 LF 16" DIP 1 - 16"X6" TEE WATER MAIN 330+25.00, 37.00 Li 16' GATE VALVE / 335+71.00, 37.00' Li 1 16"X6" TEE HYDRANT z GRADE DITCH TO DRAIN 1 - 16"X6" TEE 16" GATE VALVE 281.0 LF 16" DIP REMOVAL 40- 16' GATE VALVE WATER MAIN 281.0 LF 16" DIP--0 • s N 16" GATE VALVE th •,y WATER MAIN In 16' GATE VALVE (13 16" GATE VALVE Cr u u to u •-S u u u WH-3 impWH-4 f "\WH- ar ,175.1 REMOVE EX, - I-211A C1-20'� Q3-209) INTAKE - 1 I I I I I I I • I V I I I I REMOVE EX.F - -.- REMOVE EX: P-208 % INTAKE s -210 21 RCP I-20E P-206 - Adjust Sanitary Manholes NOTE: FOR WATER MAIN CROSSINGS, MAINTAIN 18" SEPARATION BETWEEN CONNECT EXISTING / SANITARY AND STORM SEWER CROSSINGS. 21" RCP FROM S.E. EST F.L. 643.38 SEE DETAIL ON M.6 IF NEEDED. 0 FEET 01111. EE M 15 ORIIII 4:11E FOR , 660 ::: I 655 M 41-208 ' WH-5 WH 3 • �_� ' _ _ 650 .SMH 1 20 I -_z ■"1 — -11 ' - ! oo 650 j 0 5 5' INDIUM , 645 ._ '' 1 'I omionIlI 0'/. . 1 645 ` NMNi— ----' Proposed 16" Water Mat �— — y - — 6 Balv�erfly Hutted y " u 16' But erfl 1111 640 Valye 640 „ Val ,,ryry n „ I + IIPAG . t li 635 —r -_111 ")431 l A� r -* 7S 9 {.� 635 — I )44-11-3V [ 1 , SMI 1363 �2 �� E isting 96' Sa itary Sewer tl 1 630 - I �_� _ 630 1 --. -:—�- = - - F ---- r_ i - - - _ -- I i 329 +25 ----+-50 +75 3 _._..,.-'+25_._--_+ 0 +75' 331 +25 +50 +75 332— .....+ _+50 +75 +25 ..+5.0_ ._ +75 -334 +25 +S0 +75 335 +25 +50 +75 3 - +25 +50 FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION 1 SHEET NUMBER M.9 � _. 13:02:31 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER_MO1.DON NOTE: FOR WATER MAIN CROSSINGS, MAINTAIN 18" SEPARATION BETWEEN SANITARY AND STORM SEWER CROSSINGS. 339+77.96, 49.00' LT SEE DETAIL ON M.6 IF NEEDED. 296.0 LF 16" Gip__ 8' CAP AT ELEV. 650.81 WATER MAIN 339+87.37, 37.00' LT 15.0' LF 8" DIP 1-16'x8' CROSS WATER MAIN STA. 339+30.87, OFF. 52.1' LT: 8' GATE VALVE 238.7 LF 12" PVC CAP - 0000 FOR FUTURE EXTENSION 340.3 LF •" DIP 16' pATE VALVE 37,p0 LT Sanitar C 339+49.77, 3 .63 LT 339+87.42, 39.40' LT WATER MAIN 342+31.00, 01 �' Y Sewer 50.0 LF 12" PVC 1 45 DEGREE BEND P j-16"X6 TEE , II 11 11 ii_.......iiiiiiiiiiiii co 12 Sanitary Sewer Q� 16' GATE VALVE 300.0 LF Sewer N. — 161 GATE _" .-+ Sanitary , 338+ aL �4a - a.11l GATE VALVE IOU 1-16'X6o TEE7.00 Lr `'i 16" L 16" GATE VALVE m I-204 (1-20� . 1 P-204 t.O LF 8" DIP TRENCHED �" P-205A . 'alliggir . —� `285.0 LF " DIPVr y r— -203 I-203 -20� Cr-202) WATER : ,'" Al I 1111010041'‘ 337+11.34, 32.94 RT \ ',!��■ 8' GATE 'tlALVE —"' 342+50.10, 5.p0 RT Ill Adjust Manhole -(e.•�,p 339+85.59, 33.61' RT • $, 1-45 DEGREE BEND 22.0 LF 8" DIP WATER MAIN 339+70.25, 49.00 RT Use Iowa City Detail 6010.307 -_ 8" CAP AT ELEV. 647.87 Drop Connection for Sanitary Sewer Manhole -- 1 - t50 \.. iii FEET SEE SHE T M.15 FOR -i SEE SHEET M.14 FOR SEE CROSS PIKE FOR SEE FROST-PIPE FOR -- - t -I -- -- 660 SANITARY CROSS PIPS ggS fl PE _ S H 660 iPROFILE PRUFILE PR ILE CR P�20F.LE II-203 I-202 — j — 1 Ilk 65 I 216 SM 1 SM rI IIUM _i, i 655 P-20 - 15 II !r - 15 eAIMLIIIIIIIIII _ 650 1 N' a 0. 0•r. _ 15', i COY_- F _ 650 _ 1 " B tterfIy iii' VIve i ..,. 16" Butterfly 645 1I6" Butterfly Valve 645 Valve I -408 .. M-406 640 — _ 645 -o osed 1" Sahitar Sever Pie @ 0.7 > 640 jtar Seve Pipe e 0.75/ litjt133.113 Pn osed 12' San9 x113 635 ' r '' 635 ' 4h Nd I xistin rt' Sewer Main 630 to SE 9 9 Conti ue5anita sm_____ — —_v___ I 5 3 + . 630 \A +50 + 7 +25 +50 +75 338 +25 +50 +75 339 +25 +50 +75 340 +25 0 +75 — +25 +50 +75 342 +25 +75 343 +25 +50 +75 344 FILE N0. I ENGLISH I DESIGN TEAM AECOMIOWA CITY PROJECT NUMBER I I ( McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER M. 13:02:35 11/27/19 anthony.hemaRrk60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN Sta. 344+54 35 Degree Skew Lt. Ahead Install 168' X 54" RCP Install 2 - 54" Aprons F.L. - Lt. 651.13D 344+64 - Rt. 650.52 InstaSta.egree Xe 54't RCp ead Install 2 - 54" Aprons F.L. - Rt. 651S .19- Rt. 650.58 348+75.00, 36.5D' LT 345+12.10, 65.22 LT 1-16"X6" TEE 244.0 LF 16" DIP () 384.5 LF 16" DIP 345+05.19, 70.12 LT— 16" GATE VALVE WATER MAIN 0 � WATER MAIN 346+25.00, 36.50' LTV. .�, 1 16"X6" TEE 16" GATE VALVE 16" GATE VALVE 300.0 LF 12' PVC WH 9 se Sanitary Sewer Sanitar t 16' GATE VALVE pp 1 11 Y Sewer ' 4 " C� N. — `Pair50• —� u- ..• A fait. -----,___- ..,,,,,„Ipx=i7:::::: . ,,,irmw 6;:,99 .„ _ ..„,„ ..........r.., r ____ . 1-10 allireoammpor, Mr 45130 OM _rim_ 345+50.00,1' .00 ., ' 11111 344+09.62, 68.17 RT �/ t t\-116) N. 'i 111.CD-116 344+16.21, 72.64 RT \if 344+33.43, 74.90' RT 50 -- -- FEET E. SHFFT 16 F R_ _ CEP SHEET M.14 FOR _ __ SEE, SHEET ,M.14 FOR SEE ?HEFT M.1 FOR ' ' CROSS-PIPS I CPO CROSS PIPE E E �� PROFILE CRCSS- IPE 665 PROFILE PROFILE C I 110 _ t _ SEE SHEET M.16 F OEI I-1 14 - �� ' 54 ULVERT `9 660 PRO-ILES SM-1-4 WH R 660 5 MIN �J� , 5% 655 ^ i ���� a 0. r t —�—' 24 @ 0 655 _ 24, @ 0.80% 24 ��.. po d 16" kater Main : 0.72/. EL 650.98'� - Pro e 16 u terf 5 it ' osed_ 6" 3utterflr atve 650 u ► ►► M 18" x —"EL. 651.06' 16 �F walvQ I40 / 65� Pr•' M 4O4 ro•osed 1' r •e � 3 � Sewe P @ 0 5 645 - - o osed 2 Sn1ta• Se � '� �� --i Pr0•osed 12 San tar -ewe P1.4 @ Q75% d ui — 645 111ut ^�- A313 Aft _ 640 ,. _ —_. — ,- 640 .._____+__ - 635 635 £+I;;h 4d L I.330 ___ ____._ 343 +25 +50 +75 344 +25 +50 +75 345 +25 +50 +75 346 +25 +50 +75 347 +25 +50 +75 348 +25 +50 +75 349 +25 +50 +75 350 +25 +50 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.11 E 13:02:40 11/27/19 anthony.hemaRr\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN NOTE: FOR WATER MAIN CROSSINGS, - MAINTAIN 18" SEPARATION BETWEEN SANITARY AND STORM SEWER CROSSINGS. 355+88.44, 49.00' LT SEE DETAIL ON M.6 IF NEEDED. 8' CAP AT ELEV. 663.21 15.5' LF 8" DIP WATER MAIN 8" GATE VALVE 352+97.50, 37.00' LT 16' GATE VALVE 355+61.80, 50.00 LT _355+98.02, 39.42' LT 322.0 LF 16" DIP 1-16"X6" TEE 297.5 LF 16" DIP 50 LF 12" PVC 1-45 DEGREE BEND WATER MAIN WATER MAIN 354+95.00, 37.00' LT Sanitary Sewer . 1-16"X6" TEE 355+E Zr, 0.00' . 0 '-' 16" GATE VALVE N 16' GATE VALVE f') Tr In 16" GATE VALVE f \ / \WHO' / \ i 7 \ Sr' , I �-1 L—�. „„-„. - . • 0...r..r. ..1 , C__� Sta. 355+43.11 C P-107 Off. 51.7' LT. I-104 CAP FOR FUTURE I,'-� v GRID— I I I P-109 i i I , O)� . +•:.00, .Go -105A 11C/XO" CROY:, Illig I-110 C-10D I-108 2, - P-106 I-106 k:-105 CA-10 L 70.0 _F 8" DIP TRENCHED 03 WATEF MAIN W/ CASING - _ _ •. ,+.,.; .\, 355+98.01, 33.29' RT / 1-45 DEGREE BEND 8" ''TE VALVE 22.0 LF 8" DIP WATER MAIN >""" 355+81.55, 49.00' RT — 8" CAP AT ELEV. 660.67 24 Iiiiie!!!;!° . FEET _ SEE S EET M.14 I`r0R -PI 1 EE SHEET OR p - — t CROSS S=C �I fCCT R1.14 FO�t .. , �':OS FIL'w PRO ILF. , --t CRASS-PIP R0. 670 670 — CRO S-•'IPE � (� 105 SMM 7 �� SEE HEET M.14 FO' I-10 H 1 ��'�' P 103 665 PROFILE — ! S41H 6� I 108 —� __:���__ �___ •- I�RU�S=PIPE- _ __ I 110 --1 �iww� �. ,MII.iliIMMIIMIIMMIIMIllanmIMMIIMMI �� 18 0 1.56E Ammo 660 .+0.50% Lt. itch G-ade +1, 2% Lt. 'ltc a•e��� 660 4 C 0.7 •r. �M..,� - - ' ----� _ -- — �� Butterfly MT I amMilli `16" But erf*y _ 655 Val e 2 v� 7� — 40 650 M440'� _ -- 650 Pro•ose 12' San �_ ro oed 1 S 1ta Se er Pi e & 0.75/ �Qt' i'J �. Ol fi 645 i �_ 1 645 I i �a t s e _ +25 "+50 +75 310 +25 +50 +75 351 +25. +50 + 52 _.._-+�5 +50 +75 +25 +50 +75 +25 +50 + 6' -- 355 +25 +50 +75 +25 +50 +75 FILE NO. I ENGLISH J DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.12 13:02:44 11/27/19 anthony.hemaRcK60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M0LOON I 116' GATE VALVE 361+97.60, 127.7 LT � I ' I 1-45 DEGREE BEND I I Connect to Water Main Contractor to 1-22.5 DEGREE BEND I T ' , I 16' WaterMain TEE Support and Protect I I I 362+71.35, 127.82 LT 9 Way Duct When Installing 12.0 LF 16" DIP SEE NOTE 1 16" Water Main WATER MAIN 1 — II , 358+21.00, 37.00' LT- 94.0 LF 16" DIP I I I 16" GATE VALVE 1-16"X6" TEE WATER MAIN __ I \ I1 i 16' GATE VALVE 16' GATE VALVE —274.0 LF 16" DIP 326.0 LF 16" DIP 360+95.00, 37.00' LT 16' GATE VALVE I I I \I A 62.3 LF 16" DIP TRENCHED WATER MAIN WATER MAIN 1-16"X6" TEE r 1'', WATER MAIN W/ CASING 16" GATE VALVE — I ill I I •-r N 1 TO BE BORED UNDER ROAD 16" GATE VALVE . COi f co I + I I 'CONTRACTOR TO NOTE CD ., =_�� I I • STf�I�TED ROW ' 'EA �•WH-12° WH 13 C 10D 67.0 LF 16 DIP 361 . 1.82, 40.90 LT ' 1 I ---- -_ ------- WATER MAIN 1-45 tEGREE BEND I I "" I 1-22.5 PEGREE,BNi I II 1 1 }` i----- C.P-102 I-102 1 I /i 1 - - ` - _ _ _____________._......, 1 1 �I I . .` I --- ------------ s \ \ I I ; ____ I ' /, I , , NOTE 1: CONTRACTOR SHALL COORDINATE § 1 /�3I SHUTDOWN OF 16" WATER MAIN FOR INSTALLATION LL i I / OF TEE WITH IOWA CITY TO MINIMIZE i I a .\H DISRUPTION OF SERVICE TO THE SOUTH. 1 MI CD I x cD � I II 0 50 0 . • I CD I— ! FEET t I T I j C 685 I I 685 I _ - _ __ ___ _ - SEE SHEET M.14 FOR CROSS PIPE -+ - --- ----- 680 PRO ILE H r _ —_—__ ill 680 I-10' 1Ilk I 1 1 BEND, qqIIIIIIIk675 16" 22.5 DECREE BENS _ 675 �— 5.5'', MhIMU' C ! _�I date at 670 4111141111130C, — —" I 16" Butterfly 670 -U , er e 2,aoi ' , Vale y 6" 45 DEG"EE 3EN etn 2 7" - __-- - _ _- --- -- 1--- -- --- ----- -- j-- . Jr____ _ .. .._ - _- - --- D ld 16" 22.5, DECREE BED ;,`pd_ls_' Water M 16 Butter ly 665 —Valve 117\3431 60 _: 655 I ! 1 I 1 655 (33-11 • , , _ . -_- . _ , , .4 , +75 357 +25 + +75 3.40 +25 +50 + + + + +. +50 +75 361 +25- +25 +50 475 3 3 +25 +50 +75 364 +25+60 +75 3�2 FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER M.13 I 13:02:49 11/27/19 anthony.hemaRct60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MO1.DGN 353+80.00 355+26.52 356+25.00 358+20.00 670 670 670 670670 t 670 685 685 U4-105 I- _! __ -104D f 1107 .c,� 665 665 665 665,665 - e 1.0oz ! 665 680 680 ls^ a o.eor. 660 6 MIIJIMUM C 105A 660660j Proposed 660 675 It112.1111111711111all 675 �D Po dsed --.- 1� Nater.0> p Main ��roposed 1fi- W to +_ _ _ �/Mai 65 1 Nat r 655 655 655655 655 670670Ftain - • Q 1.uu 65 650 650 650650i 650 665 Pr pncRri 665 16" Water Proposed ain _ }21' Streit®ry ------}}} t Y Pro oxj 12 ' S nit r Main 64 M to 645 645 L 645645 I ( 645 66Q 660 50 2� 2� 5b 75 /5 50 2 b 2 5o 7� 7 5b 25 b 25 50 5 75 50 25 6 25 50 75 346+00.n0 1 347+55.00 ' ' 349+7'.00 352 001 66' 66-66 _ 665,665 670 IIIIREMI I-1 .0 ��� ••,� ' ©� ••�I ••��� ►p ____,............. „ UU660660� ® 'i __ 4 1-109 , I 10) 665 ag • 1111'2M-Imirm I imommill 65- 1ut100I E• 655 ��� 655 65 60 ter. ,. II- -L d _ rwiE P ' 15 P113 — 'ro��osc Pr.posed 1 P-109 I p M:in ' 0 16" Water 650 650 •50 650, , 655 651 Prn ncp 65 .65• u_ . 1p„ ater 1' ••ose• 1 M.in ,i ater + fi r r in 64' 645 64 645 645 o5C 645 650 'ropose. 1 12 ' Sdnit:ry Proposed 12 ' S-nit- A I _ �— �}4t-R - 2'- Sanitary 1 ` — - I ••a • Sa 64 t 7b 50 2b 0 2� 50 75 640 64• 75 50 25 Maio 25 50 75 640 640 75 5 25 • 2� 5b 7-40 647 5• , �12 M� t rY 5� 7b 645 339+10.00 S40+15.0 541+25.00 5+00.0� I 66Q 660 660 .60 66 .. .. UA-20 204 UCI3 I ' 18 I 21a ----- �� • 655 655 { 65q - ---- 6•I. . �,� `�► I 20 -20 AIM II li 650 r 650 650 ��20� ' Q` 650i,655 655 �p_ -_ —•55_6- 18" MINIMUM., �20� - 1 014)4,141 d 1 _ r '-2I8.. Proposed � ��� "■""- , P repose• Propose 1t" Water ��� - 1. Wate 645 16" Wat r 645 645 Main ;� 645 650 I6 0 •54 :Main_. 650 �� L� ua U Proposed 1! ate r Main 640 PrnncP-i 640 640 1 jL Propos 640 645 ! :645 6451 645 1 12 ' SCpnit3rY t 1 Y i Mein I M 1 I Proposed ,,. banito y 635 635 635 635 640 I Main 640 640 • 640 75 50 25 0 25 50 75 75 50 25 0 25 50 75 75 50 25 0 25 50 75 75 50 5 0 25 50 75 FILE MD. ENGLISH I DESIGN TEAM AECOM IOWA CITY PRDJECT NUMBER McCOLLISTER BOULEVARD EXTENSION f SHEET NUMBER M.14 13:03:16 11/27/19 anthony.hemahct\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN 336+60.00 334+85.00 332+30.00 I 327+72.50 I 1 66a , 660 655 ,655 66Q 660 660 660 1 I-20� \` 20� I-207 -20-) 655 655 650 650 655 N I 655 655 655 C-21p I-21 — n 211 I21C 5' @ l.00: _ 650A=7r7-" ---r 650 645 r 645 650 _-, 65 650 650 8" @ Loo I CH-L0� r -'1► its— — T Proposed --- IN C P-26 16" Water Proposed 645 645 640 i Main ' 640 645 —^_ =1„ Q 16'" Water 645 645 IMF' 140/ 645 " � P Z 115� 1�1air _I, E� Main g 16 ✓Dater g 3o°e :xisti Maio ; -- -- +_- tardy 64Q 640 635 635'64Q i . , . I_ A 0.80/ n" PIPE 640 I <6" San.tary _ Existing __ __ __ `lain — I — ." -San tarty 635 LL L n 635 630 L LL 630 635 �1 a i n L 635!63' IF `635 75 5025 0 2 50 75 75 50 2 6 25 5 / - 75 50 2� 0 TO 75 2 0 2 5� 7o 32642.00 i 1. 1 — f ' 655 655 t_____ iiiiii - -2 15 Q-21D — 65Qr ��� 6501 V i EX, 2154 MANHOL_ , - 645 -21 P-21> 645 24"'@ O.EO% _ O — 24" @ 0.80( --------. . -- 640 640 5" @ LOG,: A 6k , 635 635 _ Eristln9 n I L -b" 5an_tary i — fi , 630 `lain i 630 I 75 50 125 0 /5 50 7� :411:01,3;:i.11013):13 1 , 140 Il1- 33 611 o 1 I A FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I 1 SHEET NUMBER M.15 I 13:03:24 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER_M01.DGN 337+11 34 344+95.00 655 SMH-1 meemiumpoim SM 11 :55 1111 powilm IIIII. mu 651 N ®AIIIIII � 1 17 -. ..m. PM Pr•pc sed 15 11111 VIII P opose. St.r�l,_Se er •45 1'6„ Wit= 4 ���� Main �; -\ i___ in imm _l__ , I _,___ me _ _64• ,Er40'. ;4• Imi �� ®�{���i��mir%�itri��■■ MI •35lairromizi 35imair 1• at: niiaiimirm gr ■■■■■ 630 IMO ■ MER 111111 161111111Librimm ■■i■ • �S 1 • • 5 -.• I I ..• • 1 •• • i f I $....1IH UIIH ■■■ate ® Elmo 665 665 E1l 344+ 4.00 H -__ UHI0A l ■■ 660 661 ,_ 1 0. 655 i__ 655 � 1111110".(111111.110._. \ HU !!�� � ---� di Ell !file_ �---► 650 650 i- - _►. ,c, illarsommin 1:' M NI in 18" MINI i__71)drilm n 16"trhin p '"cr oo 1111 CO Pr Wa erg co co -� TV Pr.posed can•45 - > �; ' i 6" Water kin, 645 all ln 48 ■■ in .411.161111111111ffillillEilim ■■ , 640 • 100 75_ 50 • • 55 • • I • • • •• 1 150 175 111111•1111161 � ■ ■■ ■■■■ 1 - ■■ ■ ■■ ■�■ ■ iUUUUUUU .65 ■■ M 1 MINI laillinfiCEMIIMII.M.--immimmilwrirm 9 __ a..r uiii rfamMill 111 . 8 Es _ in pi e. a iii Prop. - - to EN= 1111 II _645- 1111 C j II zProphseci i I T -fi411_ 425 400 ill • 325 uEOM 011ill0 1 110 75 ,• - 25 0 25 50 75 100 i5 1"•Q_ 200 225 250 2 5 6_ • FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.16 13:03:33 11/27/19 anthony.hemaF1&60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN GENERAL NOTES THE CONTRACTOR SHALL SUBMIT A LIST OF TRAFFIC SIGNAL EQUIPMENT THAT IS PROPOSED FOR INSTALLATION. SHOP DRAWINGS WILL BE REQUIRED FOR THE POLES AND MAST ARMS, AND THESE SOUTH GILBERT SHALL BE SUBMITTED WITHIN 30 CALENDAR DAYS FROM THE DATE OF AWARD OF CONTRACT. ITEM DESCRIPTION UNIT STREET THE PLAN LOCATION OF EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR IS 1 CONTROLLER ACCESSORY EQUIPMENT,CABINET AND FOUNDATION EACH 1 RESPONSIBLE FOR CONTACTING THE PROPER UTILITY COMPANIES AND CITY OFFICIALS FOR THE 2 PROVIDE AND INSTALL SIGNAL POLE AND MAST ARM WITH LUMINAIRE EXTENSION EACH 4 PURPOSE OF LOCATING UNDERGROUND FACILITIES AND COORDINATING CONSTRUCTION ACTIVITIES. 3 PEDESTRIAN PUSHBUTTON POST EACH 8 THE LOCATION OF ALL FOOTINGS AND HANDHOLES ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY 4 LUMINAIRE HEAD EACH 4 THE ENGINEER. 5 SIGNAL HEAD,LED,3 SECTION W/MOUNTING EACH 9 ALL ARM-MOUNTED SIGNALS SHALL HAVE BACKPLATES. 6 SIGNAL HEAD,LED,4 SECTION W/MOUNTING EACH 4 7 PEDESTRIAN SIGNAL HEAD,LED,COUNTDOWN,W/MOUNTING EACH 8 CONNECTION OF PROPOSED CONDUIT TO EXISTING HANDHOLES OR FOUNDATIONS TO BE CONSIDERED 8 ACCESSIBLE PUSH BUTTON ASSEMBLY EACH 8 INCIDENTAL TO PRICE BID FOR CONDUIT. ALL FOUNDATIONS AND HAND HOLES SHALL INCLUDE ONE 9 2 INCH CONDUIT FEET 550 SPARE 2 INCH CONDUIT CAPPED ON BOTH ENDS FOR FUTURE ADDITIONS. 10 3 INCH CONDUIT FEET 450 A MINIMUM OF 2 SPARE 4" CONDUITS TO BE INSTALLED IN CONTROLLER BASE. CONDUITS TO BE 11 4 INCH CONDUIT FEET 20 EXTENDED 3' BEYOND FOOTING AND CAPPED. 12 CONDUCTOR,5C16 FEET 2877 ALL SIGNAL CABLE SHALL BE CONTINUOUS FROM CONNECTIONS MADE IN THE HANDHOLE COMPARTMENTS 13 CONDUCTOR,12C16 FEET 687 OF SIGNAL POLE BASES TO THE TERMINAL COMPARTMENT IN THE CONTROLLER CABINET. SPLICING 14 CONDUCTOR,3C16 FEET 687 WILL NOT BE PERMITTED IN HANDHOLES UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. 15 GROUND,1C3 FEET 676 16 VIDEO CABLE FEET 687 ALL UNDERGROUND WORK AT LOCATIONS BEING RECONSTRUCTED UNDER THE ROADWAY PORTION OF THIS 17 POWER SUPPLY EACH 1 PROJECT SHALL BE COMPLETED PRIOR TO FINAL PAVING OF THE SIDEWALK AND ROADWAY. NO 18 VIDEO DETECTION SYSTEM LS 1 ADDITIONAL PAYMENT WILL BE MADE FOR REMOVAL OR RECONSTRUCTION OF SIDEWALK OR PAVEMENT IN THESE AREAS. 19 BATTERY BACKUP SYSTEM EACH 1 ALL CONDUIT UNDER EXISTING PAVEMENTS AND SIDEWALKS SHALL BE INSTALLED BY A METHOD THAT MINIMIZES THE AMOUNT OF PAVEMENT AND SIDEWALK REPAIR. CONDUITS UNDER PAVEMENTS SHALL BE PARTIALLY BORED AS NEEDED TO CORRESPOND WITH THE CONSTRUCTION STAGING PLANS. SIGNS SHOWN ON N-SHEETS ARE NOT INCLUDED IN TRAFFIC SIGNAL BID ITEM AND ARE FOR REFERENCE ONLY. CITY WILL PROVIDE AND INSTALL ALL SIGNS LOCATED IN THE N-SHEETS. CONTRACTOR SHALL COORDINATE SIGN INSTALLATION WITH THE CITY. FINISHED GRADE OF THE BASES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL INSTALL THE BASES SO THAT TOP OF THE BASE IS BETWEEN 2 TO 4 INCHES ABOVE THE FINISHED GRADE. 1 CONTROLLER AND CABINET SHALL BE NEMA TS-2 TYPE 1,AND SHALL INCLUDE ALL EQUIPMENT NEEDED TO PROVIDE A FULLY OPERATIONAL TRAFFIC SIGNAL SYSTEM AS SHOWN IN THE PLANS AND SPECIAL PROVISIONS. ALL CONTROLLERS SHALL COME EQUIPPED WITH BATTERY BACKUP. ALL CONTROLLERS SHALL INCLUDE VIDEO DETECTION EQUIPMENT. ALL CONTROLLERS SHALL BE SIEMENS M60 SERIES ATC CONTROLLER. CABINET SHALL INCLUDE PHOTOCELL AND WIRING TO CONTROL LUMINAIRES MOUNTED ON COMBO POLES. 2,3 LOCATIONS AND LENGTHS SHALL BE AS SHOWN ON N-SHEETS. ARMS AND POLES SHALL BE FINISHED IN ACCORDANCE WITH SPECIFICATION. i 4 LUMINAIRE HEADS SHALL BE FINISHED TO MATCH COLOR OF POLES.LIGHTING FOR COMBO POLES TO BE POWERED FROM SIGNAL CONTROL CABINETS. 5,6 ALL TRAFFIC SIGNAL LAMPS SHALL BE 12 INCH LED. 7 PEDESTRIAN SIGNAL LAMPS SHALL BE 12 INCH,TWO SECTION,LED COUNTDOWN HEADS. 8 PEDESTRIAN PUSH BUTTONS SHALL BE FREY MANUFACTURING CORPORATION CROSSWALK PEDESTALS THAT COMPLY WITH FIGURE 8010.106 OF THE SUPPLEMENTAL SPECIFICATIONS. MOUNTED SIGN SHALL BE R10-3.ACCESSIBLE PEDESTRIAN SIGNALS NOT REQUIRED. 9-16 CABLE LENGTHS INCLUDE 10'PER RUN FOR SLACK IN HANDHOLES. CABLE LENGTHS DO NOT INCLUDE LENGTH OF CABLE IN SIGNAL POLES AND ARMS. ALL CONDUIT UNDER PAVEMENT SHALL BE SCH 80. ALL OTHER CONDUIT MAY BE SCH 40 OR SCH 80. 17 PRICE BID SHALL INCLUDE CONNECTION FROM POWER SUPPLY AS DIRECTED BY MID-AMERICAN ENERGY INCLUDING CONDUIT,CABLE AND V,A01 'A 113 V 01 LABOR NECESSARY TO CONNECT IN ACCORDANCE WITH UTILITIES DIRECTION. M 313 All 3 18 VIDEO DETECTION CAMERAS SHALL BE ITERIS VANTAGE NEXT VIDEO DETECTION S STEM,PROCESSORS,AND CAMERAS. � 'h �!d L ! 330&ioz 19 PROVIDE ALPHA TECHNOLOGIES BATTERY BACKUP SYSTEM WITH AN ETHERNET INTERFACE FOR REMOTE MONITORING. • 1-19 ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID FOR TRAFFIC SIGNALIZATION SHALL INCLUDE ALL LABOR AND MATERIAL NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION,IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. VARIATIONS FROM QUANTITIES AS SHOWN IN THIS TABLE SHALL NOT BY ITSELF BE CONSIDERED GROUNDS FOR CHANGE ORDER. TRAFFIC SIGNAL NOTES & QUANTITIES FILE NO. I ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.1 1 14:00:34 11/27/19 anthony.hemaNNUSWAT1FP001\Data\Projects\60579265\900-CAD-G1S\02-SHEETS\SHT_MCCOLLISTER_NOI.DGN For Pavement Markings and Signs Refer to Sheet No. N.5 SIGNAL POLE DATA MAST ARM LUMINAIRE LOCATION DIMENSIONS ARM BID POLE (STATION, OFFSET) (FT) MOUNTING LENGTH/ ITEM NO. DESCRIPTION LENGTH HEIGHT ANGLE Al 317+23.85, 37.00 LT TRAFFIC SIGNAL POLE 50 30 0° TRAF. SIG. A2 317+29.80, 34.40 RT TRAFFIC SIGNAL POLE 38 30 0° TRAF. SIG. A3 316+11.95, 36.00 RT TRAFFIC SIGNAL POLE 66 30 0° TRAF. SIG. 4 t A4 316+13.90, 37.00 LT TRAFFIC SIGNAL POLE 40 30 0° TRAF. SIG. A5 317+08.15, 48.85 LT PED. PUSH BUTTON POST TRAF. SIG. A6 317+19.00, 36.60 LT PED. PUSH BUTTON POST TRAF. SIG. A7 317+19.30, 36.50 RT PED. PUSH BUTTON POST TRAF. SIG. C A8 317+08.15, 49.30 RT PED. PUSH BUTTON POST TRAF. SIG. A9 316+31.20, 48.70 RT PED. PUSH BUTTON POST TRAF. SIG. A5 A-15 10 316+18.55, 37.00 RT PED. PUSH BUTTON POST TRAF. SIG. 7 Al , 316+19.55, 36.75 LT PED. PUSH BUTTON POST TRAF. SIG. e Al2 16+30.80, 49.15 LT PED. PUSH BUTTON POST TRAF. SIG. A4 � 83 - ..I� _ ► RIGHT-OF AY INTERVALS �n�,>,� O A 16 A-21 Q V S AL + f 4 HE PHASE PHASE PHA PHASE PHASE PHASE PHASE PHASE / S Gilbert St McCollister Blvd NO. 01 02 0 04 05 06 07 08 FLASH _ _ 11 FY R R R R R R ONLY R3-5L 21.22 G R R R R R R R ♦10 -* 81 R3-5L 30"X36" 31 R R G FY R R R R R 30"X36" 41,42 R R G R R R R R 51 R R R -.--G F Y R R R 1 R 61,62.63 R R R R G R R R �' 31 , IN ONLY 71 81.82 R R R R R R R R R R +G R FYG R 111161 ONLY SIGNAL POLE LUMINAIRE EXTENSION R3-5L .4- PEDESTRIAN SIGNAL HEAD R3 5L 30"X36" 41 t • SIGNAL POLE 30 X36 sm� , PED.PUSH BUTTON POST :47. Q(++— TRAFFIC SIGNAL HEAD WITH BACK PLATE McCollister Blvd S Gilbert St 1— TRAFFIC SIGNAL HEAD WITHOUT BACK PLAT. HANDHOLE BASE DATA/ ONLY 0 ♦ • VIDEO DETECTION CAMERA PAN/TILT/Z0' A 20 /� A2 N W O DETECTOR LOOP POLE LOCATION A OQ �t\ CD VIDEO DETECTION ZONE (STATION, OFFSET) �tO�� A7 C A-17 w NO.1= HANDHOLE TYPE A3 <4?� OD CONTROL CABINET A-1 317+22.65, 57.85 LT CABINET P 44 \ \ o-- MONITORING CAMERA A-15 317+22.65, 52.35 LT 8010.103, TYPE III, OHOLE "TRAFFIC" I- SIGN A-16 317+36.30, 29.75 LT 8010.103, TYPE I, LEGE" "TRAFFIC", 48" DEPTH 1 1 0 N LY . a"/0 HANDHOLE NUMBER & NAL POLE NUMBER A-17 317+36.30, 34.40 RT 8010.103, TYPE I. LEGEND --AFFIC", 48" DEPTH AS - - - SIGNAL CONDUIT A-18 317+24.80, 55.15 RT 8010.103, TYPE I, LEGEND "TR• FIC", 48" DEPTH A9 R3-5R O - - - LIGHTING CONOUIT A-19 316+35.00, 55.15 RT 8010.103, TYPE I, LEGEND "TRAFFIC", 48" DEPTH 30 X36�� A-20 316+09.90, 28.90 RT 8010.103, TYPE I, LEGEND "TRAFFIC", 48" DEPTH A-18 — — INTERCONNECT CONDUIT A-19 A-21 316+09.90, 29.75 LT 8010.103, TYPE I, LEGEND "TRAFFIC", 48" DEPTH VM D I . 113 ti'# ')I 41 -0 SIGNAL HEADS ALL SIGNAL LENSES SHALL BE 12 INCH n3 3 A113 t - - - 7 1 r - - -, r - - - r — — — — 1 ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE. © I1 I I I I ALL ARM-MOUNTED SIGNALS SHALL HAVE BACKPLATES. I 1 ® 1 I ® 1 I `�' 15 I ALL SIGNAL LAMPS SHALL BE LED. 41 W d LI 1 , I I I A I ALL PEDESTRIAN HEADS SHALL BE 12',2-SECTION COUNTDOWN. © 11 O I I O I I — — 1 ALL EQUIPMENT SHALL MEET THE REQUIREMENTS OF I I I I 123 24,43,44 THE LATEST VERSION OF THE MUTCD. a I © I I © I I © I ORIENTATION OF SIDEMOUNT SIGNAL HEADS SHALL BE TRAFFIC SIGNAL LAYOUT I I64,65,83,84 DETERMINED AT TIME OF CONSTRUCTION. 311 - o O L _ _ I L _ _ L _ _ INTERSECTION OF 2er, / iiiiFir 11,31 62,63 21,22,41,42 SEE SHEET N.4 FOR MAST ARM MOUNTED SIGN DETAILS. S. GILBERT ST. 51,71 61,81,82 & MCCOLLISTER BLVD. 1 FILE NO. ENGLISH l DESIGN TEAM AECOM E. IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.2 14:00:37 11/27/19 anthony.hemaI USWATIFP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_N01.DGN For Pavement Markings and Signs Refer to Sheets N.5 & N.6 NOTES: PROPOSED CITY FIBER - WIRING DETAILS BETWEEN HANDHOLE A-15 AND CONTROLLER CABINET NOT SHOWN. ALL CONDUITS SHALL BE PVC SCH 80. CONTRACTOR TO INSTALL THE FOLLOWING BETWEEN A-15 AND CABINET: 40 4 - 4'PVC CONDUITS FOR HIGH VOLTAGE CABLES ALL CONDUITS SHALL ALSO INCLUDE 2 - 4'PVC CONDUITS FOR LOW VOLTAGE CABLES 1 PULL ROPE 1 - 4'PVC CONDUIT FOR FIBER OPTIC CABLE 1C3 - BARE GROUND 2 4'PVC CONDUITS FOR FUTURE USE - POWER SUPPLY SHALL NOT PASS THROUGH HANDHOLE A-15 TIMING SETTINGS TO BE ESTABLISHED IN - POWER SUPPLY SHALL BE IN 2'PVC SCH 80 FROM CONTROLLER CABINET 4' OF 4 4" PVC FIELD BY CITY TRAFFIC PERSONNEL TO POWER SUPPLY POINT AS DIRECTED BY CITY OF IOWA CITY AND MID AMERICAN ENERGY. - SERVICE CONDUCTOR SHALL BE 3C*3 STRANDED CONDUCTOR. 4 12c16 SIG 4 8-5c16 PED 15' OF 2" PVC 8-5c16 PED PB 1 5c16 PED PB 4-VIDEO 8' OF 3" PVC — - — . — ' — - — - ' — ' — . — • . 4-3c 16 LIGHTING 1-12c16 SIG 4i6A 6B 1 SIGNAL TIMING 2-5c 16 PED 1-3c16 LIGHTING • 8' OF 2" PVC • _ S41\ \ TO POWER SERVICE AS DIRECTED BY + f t 1-VIDEO 15' OF 3" PVC \• MIDAME' AN ENERGY 1-12c16 SIG �` PHASE PHASE PHA- PHASE PHASE PHASE 2 5c16 PED c1t"--------------------- CONNECTION TO CITY BER BY OTHERS 01 02 1, • 05 06 08 1-5c16 PED PB 1-3c16 LIGHTING \15' OF 2" PVC -.Ii - - - - - - 1 VIDEO _I_ I�17' OF 2 PVC1 5c16 PED PB26' OF 3" PVCI ' 12' OF 2" PVC 3-12c16 SIG 1 \ 2-5c16 PED PB 126' OF 3 PVC 6-5c16 PED _ 1-12c16 SIG 6-5c16 PED PB / 2-5c16 PED 3-3c16 LIGHTING 2 5c16 PED PB 26' OF 2" PVC TIMING AND ',ETECTION DATA WILL BE PROVIDED 1 LIGHTING 3-VIDEO 81 126' OF 2" PVC TO CONTRACTOR 'RIOR TO INSTALLATION OF CONTROLLER .44. 4♦ 1-VIDEO 1 =9' OF 3" PVC DETECTOR DATA SPARE 59' ()SPARE 2" PVC PHASE DETECTOR DELAY EXTEND SPARE 31 ZONE CALLED MI 4E MEMORY AMP/CHANNEL (S) (S) 7 64' OF 3" PVC — _ 2-12c16 SIG 4-5c16 PED 4-5c16 PED PB 2-3c16 LIGHTING 64' OF 2" PVC 1-17 4 2-VIDEO 44_ 12' OF 3" PVC PED PB 7' OF 3" PVC 2 & 5 3 & 8 11' OF 2" PVC \ 8' OF 2" PVC M 1-5c16 PED PB 1-12c16 SIG 1-5c16 PED, PB I 2-5c16 PED / 7' OF 1-2"5c16PVC PED PB IL/ GNAL PHASING 1 `-Y` 1-3c16 LIGHTING 1 VIDEO 1 If— ..\:\ ''..-1k::. .:I / lL, f. l(,/ NT lc I— ! j . 18' OF 2" PVC /5c16 PED PB ` i N IT +� '4 AT lc �T N 7' OF 2" PVC � ��"�— 1-5c 16 PED PB 30' OF 3" PVC — — — — — 1 & 5 2 & 6 3 & 7 _i 1=- 4 & 8 1 12c16 SIG 2-5c16 PED 5 2 24' OF 3" PVC T T 1-5c16 PED PB 1-12c12-5c166PSIG / �I )I 1-3c16 LIGHTING ED 30' OF 2" PVC 3-5c16 PED PB 1-VIDEO t 1 3c16 LIGHTING 1 & 6 4 & 7 3" fie l ry erg 24' OF 2" PVC 90' OF 2c 6V 81G1:U,'1 /\ (J V i7 J 1-VIDEO 2-5c16 PED v .13 (3 A 1.13 2-5c16 PED IDD 1-3c16 LIGHTING ' I�}7 90' OF 2" [ }i R c LI 33C 6 4 UG 1—VID SIGNAL WIRING LAYOUT 0 "1 -1 -� • INTERSECTION OF S. GILBERT ST. & MCCOLLISTER BLVD. FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.3 l 14:00:39 11/27/19 anthony.hemaNNUSWATIFP001\Data\Projects\60579265\90D-CAD-GIS\02-SHEETS\SHT-MCCOLLISTER_NO1.DGN 8' S Gilbert St '6 8' Sycamore St SE 4°' 8' ( McCoiiisterJBlvd J 4„ , 2 i 2 BORDER /6„� 31 " — �6> / BORDER i6 �6 BORDER / 'r — 40 X / R=1 .38" R=1 .38" R=1 .38" TH=0.75" TH=0.75" TH=0.75" IN=O.5" / 42" / IN=0.5" / 54" / IN=0.5" / 4 / / / t / / - I.." .\ / 4.5" T / O 4„D 3 3 4.5" 12' 6" 12' 6" McCollister Blvd o -' N ROUNDABOUTSycamore St SE4.5 3 3 4''D BORDER „ I 59" i BORDER / 57" TRAFFIC ,4.5" R=1 .5" 5 5 4 5 R=1.5" 6 5 4 6 7/ / / 78" / / 78" / 3 6„ / T6' 6' 6„ 6' 6„/ 24" 12"D 12"i 12' D 24" 12"i 12' D Gilberto is erBlvd 6' 6' 6" 6' 6" / 8" [' 8 j, 9 46" ]' 9 1/ 14" ]' 8" / / i 8" 77„ 9„ 30 8" / / BORDERBORDER R=1.5" R=1.5" / 8„ 1 86" � 8 / / 8„ � 116" � 8 / / 102" / / 132" / WWI \11 ,0' } 313 A.1' WI L.48 Li 33361n THIS SHEET FO6tEtERENCE ONLY. ALL SIGNS WILL BE PROVIDED AND INSTALLED BY THE CITY. CbNITRACTOR SHALL COORDINATE INSTALLATION WITH THE CITY. FILE NO. ENGLISH l DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER N.4 14:00:40 11/27/19 anthony.hemaNNUSWAT1FP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_N01.DGN R3-17 24"x 18" +) 4 4 t R4-11 (o n co 30"x 30"G R3-17a 71'I'IIIIIII'I'� - -- i MAY 24"X8" co � E'9 C FULL LANE CRO W3-3 �� t . I ENDS 1 CV Y T'- \ 13-1_ _ - - 8"x 18 liip 'N� E��3II h . ry,._ I I - 1r I I - 1 I ��-- 1/ I- _ IIII _I III SWIM ! tiall T T* t _t A � � 20' SPACING (TYP) __ rj mmm 1111111111111 BIKE LANE SPE �� � AHEAD R3 17 R3 17 LIMIT j 24"x 18" 24"x 18" 2 5:411111111111111111111.1111r --...... .......... _ h t Remove Sign W 14-2 R3-17a 8 / (No Outlet ) 24 x 8" If R2-1 24"x 30" R8-3 ° FEET25 Pavement Markings and Signs 24"X 30" Sta. 316+00 to 323+00 McCollister Boulevard R2-1 SPEED 24"X 30" LIMIT 2 5 R8-3 R3-17 ' 24"x 30" co 24"x 18" EME3 cr 0 - el' D11-1 D11-1 Remove & Rep I ce Sign <l r / 24"x 18" 24"x 18" (Street Names and Stop Sign ) I 4 � —____ — R4-7 �' .� M6-2R D11-1 30"x 30" �. 126-3 24" x18" _P .... _ l x9" x9 - _ SPEED!,I R2-1 I 1 • • • — LIMIT 24" x 30' BIKE ROUTE M6 1 L BIKE ROUTE ••• �■ BIKE ROUTEOM 1-2 .... _�—���- 2 5_ R8-3 ♦ 12" x 9" 18"x 18" 1III cv -� co ,.____ p lor Dll 1 Mir os 41111111 MI II A NI 11111111111M mom (2531 R3-17 SPEED I . 24"X 18" LIMIT , M6-1R 2 5 • 1• x9" . . • C 1 (3% . R4-7 _BIKE ROUTE iI till Saar7 30"X 30" = i 'T ij ) • • imm um. y • • ausim— mi._ ��,� • OM1-2 SPEED ALL SIGNS TO BE PROVIDED D11-1 LIMIT R2-1 w 18"x18" AND INSTALLED BY CITY 24" J 7 2 5 24 x 24"X 18" BIKE ROUTE ° 8" I� 0 25 GE Pavement Markings and Signs 1<► R8-3 FEET Pavement Markings and Signs Sta. 325+00 to 329+00 M6-7L M6-7R Sta. 337+00 to 341+50 McCollister Boulevard 12"X 9" 12"X 9" ® 24"X 30" McCollister Boulevard FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.5 I 14:00:44 11/27/19 a nthony.hemaNNUSWAT1FP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT-MCCOLLISTER_NDI.DGN ISPEED R2-1 LIMIT 24"x 30" R4-7 R2-1 McCollister Blvd ) 125 R3-17 30"x 30" SPEE 24"x 30" LIM TD R8-3 24"x 18" ••• 2 5 R3-17 ® 24"x 30" •.'.• R8-3 ; 24"x 18" • 24"x 30" 8 OM1-2j R3-17 Pic. In 18"x 18" N co oZL 24"x 18" tt M My , . cn tr) (� (� BIKE LANE (� � (� �+ I AHEAD I R3-17a IP , / vvv I 24"x g" WNW MMM AIIII MAY USE ' cab CPS, FULL LANE /� R 1-2 ElEIMI w2-6 �"� �� R4 11 /48" x 48" x 48" R3-17 36"x 36" 30"x 30" i/ 24"x 18" \� R3-17 /`' N CUSTOM'' To 18"xW1318" t Sycamore St SE I 24"x 18" !/ 36 x 30 ROUNDABOUT TRAFFIC , 20 R3-17a 25 24"x 8" FEET Pavement Markings and Signs •� Sta. 354+00 to 362+00 McCollister Boulevard R1-2 YIELD 48" x 48" x 48" —�� CUSTOM 36" x 30" - '\ Sycamore St SE ) C9C — TO Place On Existing Sign Pole Y ROUNDABOUT - �der Existing Roundabout Warning Sign TRAFFIC ,\� ` Sycam%re St SE ) and Above Speed Limit Sign AO • ,/-----",1-- 4-0_ McCollister BLVD'L_____1 \-1. °' ' -.-4, \, '', R 4A 7 I I I I 1 I I )), 1 I !McCollister BLVD Z 9£ = /� ,c .o 0 0 N O� Place On Existing Sign Pole R 1-2 iNi, i,, ..,. Under Existing Roundabout Warning Sign {}� and Above Speed Limit Sign 48�� x 48" X 4$��1 ;,A 13 V CUSTOM ti 3 3 1 - 36" x 30" UNDABOUT ��� U C11 ' \YIELD/ -A FIC U ; ■r 48" x 48'?x 48" ALL SIGNS TO BE PROVIDED McCollister R!vd ) TO ' CUSTOM z� AND INSTALLED BY CITY ROUNDABOUT �� 0 25 Nk 36" x 30 i FEET i Pavement Markings and Signs I •s4 TRAFFIC ISycamore Street SE l"1 lot NO. 1 ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.6 I 14:00:48 11/27/19 anthony.hemaINUSWAT1FP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_N01.DGN GENERAL LIGHTING NOTES L1V11IINV LI.b NU THE CONTRACTOR SHALL SUBMIT A LIST OF LIGHTING EQUIPMENT THAT IS PROPOSED FOR INSTALLATION. SHOP DRAWINGS WILL BE REQUIRED FOR LIGHT POLES AND CONTROL CABINETS. EXISTING PROPOSED CONTROL CABINET CONNECTION TO POWER SUPPLY NEAR STA.326+50 AND 361+50 AS DIRECTED BY MIDAMERICAN ENERGY.COST FOR CONNECTION INCIDENTAL TO PRICE BID. I TRAFFIC SIGNAL POLE ALL LIGHTS AND CONTROL CABINETS SHALL BE FED FROM UNDERGROUND. ® ® PEDESTAL SIGNAL POLE INDIVIDUAL LUMINAIRES SHALL BE PROVIDED WITH MOLDED IN-LINE FUSE CONNECTOR WITHIN THE POLE BASE AND BE SIZED TO FIT THE CONDUCTORS. FUSES SHALL BE 10-AMPERE CARTRIDGE TYPE. THE NEUTRAL CONDUCTOR SHALL NOT BE FUSED. $ • UTILITY POLE ALL PVC CONDUITS UNDER PAVEMENT SHALL BE SCH80. p-- 46----: LIGHT POLE AND FOUNDATION LUMINAIRES SHALL BE GREENCOBRA GC1 F-SERIES NO.GC1 60F MV NW 2 GY 350 BSK RPB FDC. ESTIMATED PROJECT QUANTITIES * • ; DUAL UGHT POLE D FOUNDATION LIGHT POLE BASE REMOVAL 1 EA HANDHOLE AN IDENTIFYING LIGHTING POLES 10 EA © NUMBER - E 2 OR 3 ELECTRICAL CIRCUITS 13,718 LF 2'HOPE CONDUIT 13,718 LF 3C3 LIGHTING CABLE 5.921 LF — — - TRENCH LIGHTING CONDUIT GROUND CABLE 5,921 LF HANDHOLES 27 EA — — - TR HED INTERCONNECT CONDUIT QUANTITIES SHOWN ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. VARIATIONS FROM THE QUANTITIES SHOWN SHALL NOT BY ITSELF BE CONSIDERED GROUNDS FOR CHANGE ORDER. CONTRACTOR SHALL BE PAID THE UNIT PRICE PER LINEAL FOOT OF ELECTRICAL CIRCUIT PLACED,MEASURED BETWEEN CABINETS,POLES AND/OR HANDHOLES.AND SHALL NOT INCLUDE MEASUREMENT FOR LENGTH OF CONNECTIONS TO LUMINAIRES IN POLES. LIGHTING IND OF SHEETS YOUT LEGEND LIGHTING MAST ARMS AND LUMINAIRES MOUNTED ON THE TRAFFIC SIGNAL POLES ARE INCLUDED WITH THE TRAFFIC SIGNAL INSTALLATION DESCRIBED P.1 LIGHTING SYMB• AND GENERAL NOTES ON THE N-SHEETS. P.2-P.5 UGHTING LAYOUT CORRIDOR /1 PROVIDE 100'LOOP OF ELECTRIC CABLE IN EACH ELECTRICAL HANDHOLE. P.6 UGHTING QUANTITIES LOCATIONS OF LIGHT POLES AND CABINETS SHALL BE REVIEWED IN THE FIELD AT TIME OF CONSTRUCTION.AND SHALL BE MODIFIED AS NECESSARY. AT NO ADDITION COST.TO AVOID UNNECESSARY IMPACTS TO EXISTING AND/OR PROPOSED UTILITIES. 0 f STA. 00+00 00.0' LT POWER SERVICE LOCATIONS ARE APPROXIMATE.THE CONTRACTOR SHALL COORDINATE ALL TASKS INVOLVING POWER SERVICE CONNECTIONS WITH ,i - - MIDAMERICAN ENERGY.ALL ASSOCIATED COSTS.INCLUDING ELECTRIC UTILITY SERVICE POWER CONNECTIONS FROM THE LIGHT POLES AND CABINET TO THE NEAREST POWER SOURCE SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE INCLUDED IN THE BID PRICE FOR THE ELECTRICAL Ly�UTT AND CIRCUITS. LIGHTING UNIT NUMBER LATERAL LIGHTING DISTRIBUTION POWER TO LIGHTING CABINET SHALL BE 240V. UAANMRE TYPE MAST ARM LENGTH (FT.) THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON THE SHEETS ARE APPROXIMATE ONLY.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE MOUNTING HEIGHT (FT,) PROPER UTILITY COMPANIES AND CITY OFFICIALS FOR THE PURPOSE OF LOCATING UNDERGROUND FACILITIES AND COORDINATING CONSTRUCTION • ACTIVITIES. A- / Install Owner-furnished aluminum CONNECTION OF PROPOSED CONDUIT TO EXISTING HANDHOLES OR FOUNDATIONS SHALL BE CONSIDERED INCIDENTAL TO THE BID PRICE FOR THE labelIn plate. Coordinate spacing ELECTRICAL CIRCUITS. of label with engineer. QUANTITY ESTIMATES INCLUDE SLACK CABLE IN THE POLES,HANDHOLES AND CONTROLLERS. 0 0 0\ 0 STATIONS AND OFFSETS SHOWN ON THE PLANS ARE TO THE CENTER OF THE ITEM UNLESS NOTED OTHERWISE. • XXXXX Atte plate to handhole cover with contractor provided • • stain -s steel.3/4',No.14,oval-head,phillips drive sheet ALL LIGHT POLE BASES SHALL HAVE A MINIMUM OF 2 CONDUIT STUBOUTS. metal ews through pre drilled holes. • 0 0 LUMINAIRES SHALL COME WITH A PHOTOCELL RECEPTACLE.WHICH SHALL HAVE A SHORTING CAP INSTALLED. LIGHT CONTROL WILL BE FROM MASTER PHOTOCELL LOCATED ON CONTROL CABINET. LIGHT BASE ELEVATIONS SHALL BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. LIGHT BASES SHALL BE BETWEEN 2 AND 4 INCHES ABOVE PROPOSED DIRT GRADE,AND 2 INCHES ABOVE MAXIMUM ADJACENT SIDEWALK GRADES. Typical concrete po --.hole l Install ne _rounding busbar. Support fr. handhole wall with - bolt,nut.f1- washers and lock washer. All f. tening hardware shall be stainless - -el. Center between walls. FI I Extend HDPE ducts Into ndhol- 8-12'(minimum). Extend • cts through existing openings wher available. Enlarge openings as necessary. ,—Install geotextile woven fabric. (� Saw-cut new openings where Extend geotextlle 12'(minlmum) 4�T �3j�t}� necessary. Do not oversize outside perimeter of handhole. �}p J openings. Route ducts Into handhole V It 0��� { 1`� through open bottom if necessary. \f1l J /\ Typical for all ducts entering 1, handhole. 33Q614Z Eti .i 8 LI � Granular gravel base. Extend fill 6' outside perimeter of handhole (minimum). Smooth washed gravel fill TYPICAL HANDHOLE DETAIL to depth of 6'(minimum). Extend fill minimum of W outside perimeter of handhole all sides. FILE NO. ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION ! SHEET NUMBER P.1 I 13:55:28 11/27/19 anthony.hemaRe\60579265\900-CAD-GIS\D2-SHEETS\SHT_MCCOLLISTER_P01.DGN 317+27.90,54.82' LT EXISTING CENTURYLINK FIBER BOX 316+32.:'4,62.67' LT ZEXISTINI FIBER HANDHOLE 3 , ' Q. 0 /EXISTING17+30.45 ELECT48.67RILT ANDHOLE P• N r+ CO N • f 320+78.00,36.35' LT" . ~ (\/ I i — ' — • - - - - FIBER HANDHOLE 102 , I i VII +3 170.00, 38.00' LT 01 Nlik FIBER HANDHOLE 101 . PUSH CONDUIT , .... . . (*.., UNDER GILBERT ST. 0)) ,,Ad ' . _. r ,. . ... El „Ara _ _ I 326+50.50, 35.00' LT 326+- .00,35.00' LT LI-152 CABINET , 12 LED-III-A 01 • 327+67.00,41.00' LT p MI N FIBER HANDHOLE 104 324+23.00,36.25' LT '--el"" - — ' / 1 FIBER HANDHOLE 103 . �• �fn V d- NOTE ik ! e !t0t1 0700111. • 32' -5.0:a0Ii001 iii , 01111110i t*.k., . lifte FIBER OPTIC CONDUIT NOTE 1:CONTRACTOR TO REMOVE — • — • — • — - — 2-2'HOPE SDR11 ORANGE EXISTING POWER AND CONDUIT TO INCLUDE TRACER WIRE AND PULL TAPE POWER SOURCE. Viti 01 .A i�3 IN EACH CONDUIT NOTE 2:CONTRACTOR TO INSTALL ���l�f WI v 2'CONDUIT AND 3C3 CONDUCTOR Ai v/ 3 TO POWER SUPPLY AS DIRECTED q •� STREET LIGHT CONDUIT BY MIDAMERICAN ENERGY. pi L-4-�` � INCLUDE 3C31 CABLE,GROUND, �ti AND PULL TAPE UNLESS OTHERWISE NOTED N 0 25 T LIGHTING AND INTERCONNECT F� Sta. 316+50 to 331+50 McCollister Blvd. FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION- SHEET NUMBER P.2 I 13:55:30 11/27/19 anthony.hemaRt\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_P01.DGN E 332+73.00, 41.00' LT ELECTRIC HANDHOLE 202 335+18.00, 41.00'LT 331+59.00,41.00' LT FIBER HANDHOLE 106 335+81.00, 39.00' LT FIBER HANDHOLE 105 LECTRIC HANDHOLE 203 o N Cr) vr LC) CD N CO cr) cn c+n (r) c+� encr) _ IS &.a Sf - - S IS...... —.as i.r7.a i..P9..- IsLJ"L.- V7 Zt — um - - — i.�i ma i�-�..vsk-s S.'_•_- S.• i. .•�q 7. . - - f - si.i.i'f..�lis.s i'f�i�iS...!i.S� �'i7.1 .!.11.4.19.1 Sr - Sr - k I I I i I I I 1 I1 I I I I 7 6 cm.se, 338+63.00 41.00' LT END CIRCUIT A R(D lG FIBER HANDHOLE 107 COIL 100' OF CABLE ' AEG :11: 71;11:3::11 :2111t°3 IN HANDHOLE 338+q0 • LECTRIC .f'i HANDHDLE 204 1P II.342+16.00, 41.00' LT 342+39.00, 41.00' LT II. r i r, ELECTRIC HANDHOLE 205 FIBER HANDHOLE 108 �.-�..• arcs 4. -- �� . 338+94.00, 39.00' LT -- 30-12-LED-III-A102 - FIBER OPTIC CONDUIT �} — - — - — - — - - 2-2'HOPE SDR11 O8A �I ' i /�,r tl A01 INCEACH TRACER V({ 0 10„3 IN EACH CONDUIT 1 STREET LIGHT CCONDUI Rd i 333 b t QZ N 2'HOPE SDR11 - INCLUDE 3C3 CABLE.GRO .•._1 1 AND PULL TAPE UNLESS IS� OT£15 .-..- 0 25 LIGHTING AND INTERCONNECT FE Sta. 331+50 to 345+50 McCollister Blvd. FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER p,3 I 13:55:32 11/27/19 anthony.hemaRn\60579265\900-CAD-G1S\02-SHEETS\SHT_MCCOLLISTER_PO1.DGN END CIRCUIT COIL 100'OF CABLE 345+38.00,41.00'LT IN HANDHOLE ELECTRIC HANDHOLE 206 "-'! 348+60.00, 41.00'LT a.w, ELECTRIC HANDHOLE 207 CO 346+39.00,41.00'LT EMPTY STREET END CIRCUIT B FIBER HANDHOLE 109 LIGHT CONDUIT COIL 100'OF CABLE IN HANDHOLE 351+82.00, 41.00' LT 350+39.00,41.00' LT E CTRIC HANDHOLE 208 CO O FIBER HANDHOLE 110 N • 351+82.00,41.00' LT 354+97.00,39.00' LT 357+8.,%0, 41.00' LT 358+30ELECTRIC HANDHOLE 208 354+39.00, 41.00' LT ELECTRIC HANDHOLE 209 FIBE'. ANDHOLE 112 ELECTR.00,41.00'LT N FIBER H1NOHOLE 111 ELECTRIC HANDHOLE[C) In CO Ir N In In E Ln Ln •��. f 9-.R- �i a•aiau.a.(Y.-i a•u-i•..-_—ii.-_—i..•a iZ. r/-L- S �Lt f - � •�i i�7�•S W i'.L/�1 .l�i.J l J../•• - a o.A'•i.l.— �.7.(r.�i f• �I i\ 355+07.00, 39.00'LT I I I I . 30-12 LED-III-B101 , I I ‘I FIBER OPTIC CONDUIT — • — - — - — • - 2-2'HDPE SDR11 ORANGE INCLUDE TRACER WIRE AND PULL TAPE rr�� ti.{fVA O! IN EACH CONDUIT r:AO\ `�1,..7 V 1 } '1313 X11n STREET LIGHT 2'HDPE S RIl CONDUIT 'i1 • 1 1 33a 610Z N - INCLUDE 3C3 CABLE,GROUND, AND PULL TAPE UNLESS OTHERWISE NOTED ci 0 25 LIGHTING AND INTERCONNECT �.J F Sta. 345+50 to 359+50 McCollister Blvd. FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER P•4 I 13:55:34 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_POI.DGN / I • I / I 1 I I I 1 i e i I I I i I I I I CONTRACTOR TO INSTALL / I I 1 2' CONDUIT AND 3C3 CONDUCTOR I TO POWER SUPP AS DIRECTED I BY MIDAMERIC ENERGY. EXTEND CONDUIT, / I I I I •' AND CAP I I I I 1 362+08.. 137.50'LT I I I I 35-12-LED- -C101 I II I STREET LIG CONDUIT TO INCLUDE / I I I 2 3C3 CAB S BETWEEN HH 213 AND CABINET / II I 361+75.35,80.20'LT '1 1 I ELECTRIC HANDHOLE 213 / I I 3. +76.40,82.25' LT I 31;- ISTING FIBER HANDHOLE 361+70.00,82.25' LT FIBER HANDHOLE 114 I 362+88.60,81.20' LT la. r LI-152 CABINET �� POWER SUPPLY AS 357+80.00,41.00' LT 361+67.50,71.00'LT / i� DIRECTED BY MIDAMERICAN 358+30.00, 41.00' LT FIBER HANDHOLE 112 35-12-LED-III-C102 / ELECTRIC HANDHOLE 210 1, c0 cr CD r, / / •• N I I 363+02.00,62.35'LT In In In .- :: CO CD _ co I 5I I ! 35-12-LED-III-D101 CO — a+�•ar : ara-s C�aary •..ar•-a:v.r.- —s 'a.a,' - a.r ur ar arm."ar a.1194 pm a+-as am area al arai rt s.sea iu t.:.us u.:�u(+�v. i C'7 I I \ (h 361+22.00,41.00'LT - s I 11 FIBER HANDHOLE 113 I \ ---- ---- I / , ' 61+53.00,37.00'LIT ELECTRIC HANDHOLIE 211 J J I I I- I I I i I 1 1 ► I___=- _ _. 361+00.00,26.15' RT I .\ 1 I I `,'" 35 12 L - - , ` I _------- EXTEND CONDUIT \ I . 5' AND CAP \ ! _'•. ---- -- 1 361+53.00,49.25' RT \ , I I ,/ ELECTRIC HANDHOLE 212 rO. I I I r-I I % LIGHT D TO BE INSTALLED 361+70.80, 65.25'RT a / BY MIDAM ' CAN ENERGY FIBER OPTIC CONDUIT 35-12-LED-III-C104 I — . — . — . — - - 2-2'HDPE SDR11 ORANGE I C'ia 11 INCLUDE TRACER WIRE AND PULL TAPE I EXT: D CONDUIT IN EACH CONDUIT To 5' AND CAP I I FEET I , (- — STREET LIGHT CONDUIT 1 I 362+68.30, 131.4 LT 2'HDPE SDR11 I I ; INCLUDE 3C3 CABLE.GROUND. I I �, 35 12 LED III D 03 AND PULL TAPE UNLESS OTHERWISE NOTED \ 1 I I I I EXTEND CONDUIT 1 1 1 5' AND CAP N • I I ti3 I I 0 :ha I I I Y 1 II 1 LIGHTING AND INTERCONNECT I 1 I Ste. 356+50 to 363+50 I ® I McCollister Blvd. FILE NO. ENGLISH 1 DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER Pas I 13:55:36 11/27/19 anthony.henaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_PO1.DGN CABLE AND CONDUIT LENGTHS ELECTRIC 2' HDPE FROM TO CIRCUIT BID 3C3 CABLE GROUND CABLE CONDUIT QUANTITY TRANSFORMER CABINET 21 31 31 21 CABINET A101 7 17 17 7 _ A101 HH-201 326 381 381 326 HH2O1 HH-202 312 412 412 312 HH202 HH-203 314 414 414 314 HH203 HH-204 309 409 409 309 HH204 A102 5 60 60 5 A102 HH-205 316 416 416 316 HH205 HH-206 315 415 415 315 HH206 HH-207 315 415 415 315 HH207 HH-208 323 423 423 323 HH208 HH-209 323 423 423 323 HH209 B101 5 60 60 5 B101 HH-210 326 426 426 326 HH210 HH-211 326 426 426 326 HH211 HH-212 86 186 186 86 HH212 C103 58 113 113 58 C103 CAP 5 15 15 5 i HH212 C104 24 79 79 24 `_ C104 CAP 5 15 15 5 `, - HH211 C102 37 92 92 37 C102 HH-213 12 67 67 12 4, HH213 C101 66 121 121 66 C101 CAP 5 15 15 5 HH213 CABINET 110 165 165 110 CABINET POLE 22 32 32 22 CABINET 13101 23 33 33 23 • D101 D103 225 235 235 225 D103 CAP 5 15 15 5 EXIS. HH-101 214 214 HH-101 CABINET 42 42 HH-101 HH-102 710 710 HH-102 HH-103 722 722 HH-103 HH-104 726 726 HH-104 HH-105 812 812 HI -105 HH-106 724 724 HH-106 HH-107 698 698 HH-107 HH-108 738 738 HH-108 HH-109 782 782 HH-109 HH-110 790 790 HH-110 HH-111 806 806 HH-111 HH-112 688 688 HH-112 HH-113 690 690 HH-113 HH214 136 _ 136 HH214 EXIS. 214 214 TOTAL: 13718 5911 5911 13718 .k 1 1. `y LIGHTING AND INTERCONNECT -,,-,- QUANTITIES McCollister Blvd. FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER P.6 I 13:55:38 11/27/19 anthony.hemaRrN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_POI.DGN Cr' 0 .-4 N CO N 'Cc; N .+ _ — sr to N Lo 1.1 to Nil V' v o = N c+ N 41 Lat1 c:3 co 117 Ail* v t'�O/� Imo �/ IIIII , cc jormowe NW N • I,. ON _� 'J E;Ik4 vo ' ' " -" '''"...111" ... 411%lkjlr - '...1 Ile 014* illS111 44 / 44 / ♦\ / / / / / /// N / / / 0 25 Fiilg. T FILE NO. I ENGLISH I DESIGN TEAM AECOM I- IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER R.1 I 2D:44:06 11/26/19 anthony.hemahr\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_RO1.DGN \ \ \ \ \ 1 I 0 le !'► Ali Letrei411 d '► . © (v (h 0 0 V 60 Li-) INN a0 u © u u u as co u x ,I__JT WV GO I ' I MP, 'Mof 1 yfl13 oMoj I I VeI3 Apo 610ZL ` I 030 n . 1 .v. I lino31I4 , ,• i . .. _ I _ ' 0. ... i , :. wr In * -4111111111111 ° NW VII ' -imist .-+ cm * � � —.-_____________„ VI * OM 0_41.______---zr‘) MI v ,0, ►o lir WO N 0 25 Q5 FEET FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER R.2 I 20:44:06 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_R0LOON 1 4' �.P _ �© talkke, i - _ c 6 0 . 0 N 1 ,A4i0eMo 0 I I �� I I �IOl,Ci ��a I 0 1 I I 1 I I I r .. I I in Ln.4- 4110 In (c) . Lo � — * - ( * R I • I ii I 1 _ RD 1 1 1 OW 6 Vir 0 I Ara I I I I I N 1 1 0 25 I F� I FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER R.3 I 20:44:09 I1/26/19 anthony.hemahn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_R01.0GN I I Leh 1 lenl iiira. I Lei 0 In co © ao © ar 3 0 © - RM *) M M M M M DD iD D D 4k r D Lei ta Lei N Lah/- lk , v / 3ack of Curb 8.5' OR 12.5' . 5 8 30' (TYP) 30' (TYP) 3' I T \\\\ Sccw C -� 6' O R 10' T KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY OFe1 ASM Acer 'State Street' State Street Maple 2" Caliper B&B 18 /° C;ty ?047 GAG Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2" Caliper B&B 23 `vd C;tCler+ GSH Gleditsia triacanthos inermis 'Skyline' Skyline Honeylocust 2" Caliper B&B 31 °vve LAT Liriodendron tulipifera 'Aureo-marginatum' Majestic Beauty Tuliptree 2" Caliper B&B 4 PLP Platinus x acerifolia 'Morton Circle' Exclamation London Planetree 2" Caliper B&B 15 N QSW Quercus bicolor Swamp White Oak 2" Caliper B&B 41 UDE Ulmus 'Discovery' Discovery Elm 2" Caliper B&B 13 I'': L25 TOTAL 145 FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER R.4 14:11 11/26/19 anthony.hemaRn\60579265\900 CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_ROI.DGN PLAN VIEW COLOR LEGEND OF PLAN AND PROFILE SHEETS LINEWORK Design Color No. Green (2) MIN Existing Topographic Features and Labels Blue (1) Proposed Alignment, Stationing, Tic Marks, and Alignment Annotation Magenta (5) NM Existing Utilities SHADING Design Color No. Tan (8) Proposed Sidewalk Shading Blue, Light (230) MEI Proposed Sidewalk Landing Shading Pink (11) Proposed Sidewalk Ramp Shading Magenta (5) 1=Detectable Warning Yellow (4) Highlight for Critical Notes or Features Red (3) V////l Delineates Restricted Areas Lavender (9) Temporary Pavement Shading Gray, Light (48) Proposed Pavement Shading Gray, Med (80) Proposed Granular Shading Gray, Dark (112) Proposed Grade and Pave Shading :rown, Light (236) Grading Shading GHT-OF-WAY LEGEND ---,,Reference Point o Survey Line A Proposed Right-of-Way Station \ A- - Section Corner - Existing and Proposed Right-of-Way — - - — - - — — Ground Line Intercept 4\ Easement and Existing Right-of-Way Borrow Saw Cut 0 Easement (Temporary) G drat I Q Easement OOi�00i Clearing & G rubbi n•`-: = X Excess \\\\ Pavement Removal +"_ A/C Access Control a� w ta 7 as lowa 1•Clerk Iowa SIDEWALK (COVERS SHEET SERIES S) FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.1 20:03:45 11/26/19 anthony.hemaPrN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See 5 Sheets * Does not include curb 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. 2 Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: PCC Distance* A Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Meg. 0 % W1101 W1102 Ramp Running Slope 8 10.90 0.52 4.8% 0.5% to 8.3% W1101 31. 99.29 -48.02 646.92 W1102 W1109 Landing/Turning Space 8 8.00 -0.12 -1.5% 0.1% to 2.0% W1102 7+10.18 -48.01 647.44 W1109 W1110 Ramp Running Slope 8 6.15 -0.37 -6.0% 0.5% to 8.3% W1103 317+18.18 -47.99 647.56 W1110 W1101 Crosswalk Cross Slope - Yield Condition 8 9.30 -0.03 -0.3% 0.0% to 2.0% W1104 317+33.18 -47.95 648.85 W1102 W1103 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% W1105 317+33.16 -39.95 648.76 W1103 W1106 Landing/Turning Space 8 8.00 -0.12 -1.5% 0.1% to 2.0% W1106 317+18.15 -40.01 647.44 W1106 W1109 Landing/Turning Space 8 8.00 -0.12 -1.5% 0.1% to 2.0% W1107 317+18.15 -26.59 647.21 W1103 W1104 Ramp Running Slope 8 15.14 1.29 8.5% W110: 317+10.15 -33.06 647.03 W1104 W1105 Ramp Cross Slope 8 6.00 -0.09 -1.5% 0.1% to 2.0% W1 " 317+10.15 -40.01 647.32 W1105 W1106 Ramp Running Slope 8 15.00 -1.32 -8.8% 0.5% to 9.8% ' 10 317+04.00 -40.03 646.95 W1106 W1107 Ramp Running Slope 8 13.39 -0.23 -1.7% 0.5% to 8.3% W1107 W1108 Crosswalk Cross Slope - Yield Condition 8 10.31 -0.18 -1.7% 0.0% to 2.0% W1108 W1109 Ramp Running Slope 8 6.95 0.29 4.2% 0.5% to 8.3% W1201 W1202 Crosswalk Cross Slope - Yield Condition 8 9.21 -0.03 -0.3% 0.0% to 2.0% W1201 316+38.92 -48.29 646.72 W1202 W1203 Ramp Running Slope 8 5.31 0.43 8.1% 0.5% to 8.3% W1202 316+34.33 -40.31 646.69 W1203 W1204 Match Existing Cross Slope 8 8.00 0.05 0.6% Match Existing W1203 316+29.02 -40.33 647.12 W1204 W1201 Ramp Running Slope 8 10.11 -0.45 -4.5% 0.5% to 8.3% W1204 316+28.81 -48.33 647.17 \\.,,\ 1 \ ., -. 0 PP,, W1204 ( W1102 ( W1103 pi, W1201 _ W1104 ) t ( WHOI h111 W1203liliw "IJI102 Ar \ ( W1110 ` WI106 ) WI 05 ) ( W1109 ( W1108 ,/ W1107 ) /I 4 FEET ADA SIDEWALK LAYOUT McCollister Blvd. NW & NE Quadrants at McCollister Blvd. & S. Gilbert St. FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER S.2 I 20:03:47 11/26/19 anthony.hemaRi\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.DGN 113-10 04-18-17- SIDEWALK COMPLIANCE See S Sheets * Does not include curb 2 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: PCC Distance* A Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. ® % W1301 W1302 Ramp Running Slope 8 9.84 0.47 4.8% 0.5% to 8.3% W130 316+38.96 47.90 646.45 W1302 W1311 Landing/Turning Space 8 8.00 -0.12 -1.5% 0.1% to 2.0% W1 .2 316+29.13 47.91 646.92 W1311 W1312 Ramp Running Slope 8 4.73 -0.30 -6.3% 0.5% to 8.3% •303 316+29.33 57.91 647.70 W1312 W1301 Crosswalk Cross Slope - Yield Condition 8 9.39 -0.05 -0.5% 0.0% to 2.0% 1304 316+19.25 57.92 647.69 W1302 W1305 Landing/Turning Space _ 8 10.00 0.15 1.5% 0.1% to 2.0% W1305 316+19.12 47.92 647.07 W1305 W1308 Landing/Turning Space 8 8.00 -0.12 -1.5% 0.1% to 2.0% W1306 316+09.12 47.96 647.63 W1308 W1311 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W1307 316+09.32 40.09 647.56 W1311 W1310 Ramp Running Slope 8 5.30 -0.27 -5.1% 0.5% to 8.3% W1308 316+19.33 39.92 646.95 W1310 W1309 Crosswalk Cross Slope - Yield Condition 8 12.46 -0.09 -0.7% 0.0% to 2.0% W1309 316+19.67 26.98 646.44 W1309 W1308 Ramp Running Slope 8 12.95 0.51 3.9% 0.5% to 8.3% W1310 316+29.46 34.63 646.53 W1308 W1307 Ramp Running Slope 8 10.00 0.61 6.1% 0.5% to 8.3% _ W1311 _ 316+29.33 39.91 646.80 W1307 W1306 Match Existing Cross Slope 8 7.88 0.07 0.9% Match Existing '. W1312 316+34.06 39.91 646.50 W1306 W1305 Ramp Running Slope 8 10.00 -0.56 -5.6% 8.5% to 8.3% _ W1305 W1304 Ramp Running Slope 8 10.00 0.62 6.2% 0.5% to 8.3% N W1304 W1303 Match Existing Cross Slope 8 10.00 0.01 0.1% Match Existing W1303 W1302 Ramp Running Slope 8 10.00 -0.78 -7.8% 0.5% to 8.3% W1401 W1402 Ramp Running Slope 1 8 10.42 0.62 6.0% 0.5% to 8.3% W1401 316+99.73 48.48 646.55 _ W1402 W1409 Landing/Turning Space _ I 8 18.00 -0.12 -1.2% 0.1% to 2.0% _W1402 317+10.07 48.46 647.17 W1410 W1411 Ramp Running Slope 8 5.88 -0.25 -4.3% 0.5% to 8.3% W1403 317+18.16 48.43 647.29 W1411 W1401 Crosswalk Cross Slope - Yield Condition 8 9.23 -0.27 -2.9% 0.0% to 3.9% W1404 317+33.15 48.39 648.47 . W1405 317+33.13 38.39 648.32 W1402 W1403 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% W1403 W1406 Landing/Turning Space 8 10.00 -0.12 -1.2% 0.1% to 2.0% I W1406 317+18.13 38.43 647.17 W1406 W1409 Landing/Turning Space 8 8.00 0.12 -1.5% 0.1% to 2.0% k _ W1407 317+18.13 27.22 647.08 W1403 W1404 Ramp Running Slope 8 15.00 1.18 7.9% 0.5% to 8.3% _ _ W1408 317+10.12 33.76 646.88 W1404 W1405 Ramp Cross Slope 8 10.00 -0.15 -1.5% 0.1% to 2.0% ' W1409 I- 317+10.13 38.46 647.05 W1405 W1406 Ramp Running Slope 8 15.00 -1.15 -7.7% 0.5% to 8.3% , _ W1410 317+10.13 40.46 647.07 W1406 W1407 Ramp Running Slope 8 11.21 -0.09 -0.8% 0.5% to 8.3% , W1411 317+04.24 40.47 646.82 W1407 W1408 Crosswalk Cross Slope - Yield Condition 8 10.30 -0.20 -1.9% 0.0% to 2.0% , W1408 W1409 Ramp Running Slope 8 4.73 0.17 3.6% 0.5% to 8.3% ' 1 _ ___AP-- - . ef) W 1407 - /� City 4j9 ( W 1309 wa City/er/r W1310 ) N ` cu la ( W1409 WI406 ) WI405 ) ( 011307)- ( W1308 W131I ) W1312 (75 W1411 W1410 v; gN . W1301 ) (W1401 W1306 ( W1305 W1302 ) `' /v W1402 W1403 ( W1404)-/ W1304}� / tiii@MEEI FEET ADA SIEEWuad LAYOUT ( \ W1303 ) SW & SE quadrants at McCollister Blvd. & S. Gilbert St. FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER S.3 I 20:03:50 11/26/19 anthony.hemaRr\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SOI.DGN 113-10.-- 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb z 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Distance' Elevation Slope Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 0 % W2101 W2102 Ramp Running Slope 6 10.40 0.62 6.0% 0.5% to 8.3% W2101 327+23.80 49.00 649.98 W2102 W2113 Ramp Cross Slope 6 6.00 -0.09 -1.5% 0.1% to 2.0% W2102 327+33.75 -49.00 650.60 W2113 W2114 Ramp Running Slope 6 8.60 -0.64 -7.4% 0.5% to 8.3% W21 327+39.75 --49.00 650.69 W2114 W2101 Crosswalk Cross Slope - No Yield Condition 6 6.20 0.11 1.8% 0.0% to 5.0% W 327+47.40 -49.00 650.37 W2102 W2103 Landing/Turning Space 6 6.00 0.09 1.5% 0.1% to 2.0% 105 327+57.40 -49.00 650.22 W2103 W2112 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% 2106 327+69.40 - -49.00 650.35 W2112 W2113 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% ; W2107 327+69.40 -43.00 650.26 W2103 W2104 Ramp Running Slope 6 8.50 -0.32 -3.8% 0.5% to 8.3% W2108 327+57.40 -43.00 650.13 W2104 W2111 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W2109 327+57.40 -27.50 649.35 W2111 W2112 Ramp Running Slope 6 8.50 0.32 3.8% 0.5% to 8.3% W2110 327+47.40 -27.50 649.40 W2104 W2105 Landing/Turning Space 6 10.00 -0.15 -1.5% 0.1% to 2.0% ``\ I W2111 327+47.40 T -43.00 650.28 W2105 W2108 Landing/Turning Space 6 6.00 0.09 -1.5% 0.1% to 2.0% W2112 327+39.75 -43.00 650.60 W2108 W2111 Landing/Turning Space 6 10.00 0.15 1.5% 0.1% to 2.0% , I W2113 327+33.75 -43.00 650.51 W2108 W2109 Ramp Running Slope 6 15.50 -0.78 -5.0% 0.5% to 8.3% W2114 327+25.30 -43.00 649.87 W2109 W2110 Crosswalk Cross Slope - Yield Condition 6 10.00 0.05 0.5% 0.0% to 2.0% Ff 7 W2110 W2111 Ramp Running Slope 6 15.50 0.88 5.7% 0.5% to 8.3% W2105 W2106 Ramp Running Slope 6 6.00 I 0.13 2.2% 0.5% to 8.3% `` Ar W2106 W2107 Ramp Cross Slope 6 6.00 r -0.09 -1.5% 0.1% to 2.0% W2107 W2108 Ramp Running Slope 6 6.00 , -0.13 -2.2% 0.5% to 8.3% • f N \ \\ ' C 0 s L ' O </ W21o2 W2103 W2104 W21 e ®eC4 7 9A ( W21o1 a W2106 f JOwa C t perk Y, IOWa gi211a 0-N2113 (MI \-(W21I I ) _ W2107 ) W2108 ) ,,-: W2110 W2109 FEET ADA SIDEWALK LAYOUT NE Quadrant at McCollister Blvd. McCollister Blvd. & Covered Wagon Dr. FILE NO. I ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.4 20:03:55 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb E31 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Z Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Distance' Elevation Slope Constructed Range on this Slope •nitials Remarks O Quadrant? Point ation Offset Elevation FT FT % Pos. or Neg. 1 % - - W2201 W2202 Ramp Running Slope 8 7.75 0.46 5.9% 0.5% to 8.3% W2201 326+92.50 -43.00 650.11 W2202 W2214 Ramp Cross Slope 8 6.00 0.09 1.5% 0.1% to 2.0% W2202 326+85.10 -43.00 650.57 W2214 W2215 Ramp Running Slope 8 9.00 -0.44 -4.9% 0.5% to 8.3% W220 326+77.85 -43.00 650.69 W2215 W2201 Crosswalk Cross Slope - No Yield Condition 8 6.20 -0.11 -1.8% 0.0% to 5.0% W2 " 326+70.37 -43.00 650.81 W2202 W2203 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% W 05 326+70.37 -39.00 650.75 W2203 W2211 Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% 206 326+70.37 -27.50 650.01 W2211 W2214 Landing/Turning Space 8 8.00 -0.12 -1.5% 0.1% to 2.0% -W2207 326+60.37 -27.50 650.09 W2203 W2204 Ramp Running Slope 8 7.80 0.12 1.5% 0.5% to 8.3% W2208 326+60.37 -39.00 650.90 W2204 W2210 Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% W2209 326+60.37 -49.00 651.05 W2210 W2211 Ramp Running Slope 8 7.80 -0.12 -1.5% 0.5% to 8.3% W2210 326+70.37 -49.00 650.90 W2204 W2205 Landing/Turning Space 8 4.00 -0.06 -1.5% 0.1% to 2.0% W2211 326+77.85 -49.00 650.78 W2205 W2286 Ramp Running Slope 8 11.50 0.74 -6.4% 0.5% to 8.3% W2212 326+78.65 -71.13 651.48 W2206 W2207 Crosswalk Cross Slope - Yield Condition 8 10.00 0.08 0.8% 0.0% to 2.0% W2213 326+85.95 -70.76 651.32 W2207 W2208 Ramp Running Slope 8 11.50 0.81 7.0% 0.5% to 8.3% W2214 326+85.10 49.00 650.66 W2208 W2205 Landing/Turning Space 8 10.00 -0.15 -1.5% 0,1% to 2.0% W2215 326+92.50 -49.00 650.22 W2208 W2209 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W2209 W2210 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W2211 W2212 Ramp Running Slope 8 14.00 0.70 5.0% 0.5% to 8.3% W2212 W2213 Ramp Cross Slope 8 8.00 -0.16 -2.0% 0.1% to 2.0% W2213 W2214 Ramp Running Slope 8 14.00 -0.66 -4.7% 0.5% to 8.3% . ® s W2213 / N 0 C :y 0 t CD m W2209 W2210 W2214 ® U \\\\\:\:: -441616 ore C ?ft C/tt,C W2204 W2203 �02 fOwa Cit perk W2208 - Y, to1,1,a W2205 1 W2207 W2206 McCollister Blvd. ( 7 \ FEET ADA SIDEWALK LAYOUT NW Quadrant at McCollister Blvd. & Covered Wagon Dr. FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.5 20:03:58 11/26/19 anthony.hemaPr\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.OGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb QStaking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured ALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Distance* Elevation Slope Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 1 W2301 W2302 - Ramp Running Slope 8 11.50 0.82 7.1% 0.5% to 8.3% W2301 326+60.08 27.50 649.39 W2302 W2389 Landing/Turning Space 8 10.00 -0.10 -1.0% 0.1% to 2.0% W2302 326+59.88 39.00 650.21 W2309 W2310 Ramp Running Slope 8 11.50 -0.81 -7.0% 0.5% to 8.3% W2305 326+59.70 49.00 650.36 W2310 W2301 Crosswalk Cross Slope - Yield Condition 8 10.00 0.09 0.9% 0.0% to 2.0% W2306 326+70.22 49.00 650.27 W2305 W2302 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W2309 326+70.29 39.00 650.11 W2305 W2306 Landing/Turning Space 8 10.00 -0.09 -0.9% 1 0.1% to 2.0% W2310 326+70.37 27.50 649.30 W2306 W2309 Landing/Turning Space 8 10.00 -0.16 -1.6% 0.1% to 2.0% W2401 W2402 Ramp Running Slope 8 11.50 0.70 6.1% 1 0.5% to 8.3% W2401 327+47.43 27.50 648.63 W2402 W2409 Landing/Turning Space 8 10.00 -0.03 -0.3% 0.1% to 2.0% W2402 327+47.43 39.00 649.33 W2409 W2410 Ramp Running Slope 8 11.50 -0.69 -6.0% 1 0.5% to 8.3% W2403 327+37.43 39.00 649.58 W2410 W2401 Crosswalk Cross Slope - Yield Condition 8 10.00 0.02 0.2% 0.0% to 2.0% %_ W2404 327+37.43 49.00 649.73 W2402 W2403 Ramp Running Slope 8 10.00 0.25 2.5% 0.5% to 8.3% W2405 327+47.43 49.00 649.48 W2403 W2404 Ramp Cross Slope 8 10.00 0.15 1.5% 0.1% to 2.0% W2406 327+57.90 49.00 649.45 W2404 W2405 Ramp Running Slope 8 10.00 -0.25 -2.5% 0.5% to 8.3% `",. W2407 327+68.41 49.00 649.65 W2405 W2402 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W2408 327+68.27 39.00 649.50 W2405 W2406 Landing/Turning Space 8 10.00 -0.03 -0.3% 0.1% to 2.0% W2409 327+57.84 39.00 649.30 W2406 W2409 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to_ 2.0% W2410 327+57.84 27.50 648.61 W2406 W2407 Ramp Running Slope 8 10.00 0.20 2.0% 0.5% to 8.3% W2407 W2488 Ramp Cross Slope 8 10.00 -0.15 -1.5% 0.1% to 2.0% �. W2408 W2409 Ramp Running Slope 8 10.00 -0.20 -2.0% 8.5% to 8.3% `\ Al McCollister Blvd. ( W2301 W2310 ) r�-, W240I � 7 2019 _,,,„. W2410, (W2302 W2309 ) W2402 W2409 III W2305 ( W2306 W2405 W2406 LgiaEETT ADA SIDEWALK LAYOUT FFET NOTE: SEE L-SHEETS FOR MEDIAN LANDING ELEVATIONS SW & SE Quadrants at McCollister Blvd. & Covered Wagon Dr. FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.6 20:04:02 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 82 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Distance' Elevation Slope Constructed Range on this Slope Initials Remarks OQuadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 0 W3101 W3102 Ramp Running Slope 6 7.18 0.43 6.0% 0.5% to 8.3% W3101 339+66.35 -49.00 655.17 W3102 W3113 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3102 339+73.78 -49.00 655.60 W3113 W3114 Ramp Running Slope 6 5.43 -0.22 -4.1% 0.5% to 8.3% W3103 339+79.78 -49.00 655.69 W3101 W3114 Crosswalk Cross Slope - Yield Condition 6 6.25 0.12 1.9% 0.0% to 2.0% W3104 339+91.95 -49.00 656.38 W3102 W3103 Landing/Turning Space 6 6.00 0.09 1.5% 8.1% to 2.8% W3105 340+01.95 -49.00 656.53 W3103 W3112 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3106 340+13.95 -49.00 657.14 W3112 W3113 Landing/Turni g Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3107 340+13.95 -43.00 657.05 W3103 W3104 Ramp Running Slope 6 11.50 0.69 6.0% ,_ 0.5% to 8.3% W3108 340+01.95 -43.00 656.44 W3111 W3112 Ramp Running Slope 6 11.50 -0.69 -6.0% 0.5% to 8.3% W3109 340+01.95 -27.50 656.01 W3104 W3105 Landing/Turning Space 6 10.00 0.15 1.5% 0.1% to 2.0% '; W3110 339+91.95 -27.50 655.92 W3105 W3108 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3111 339+91.95 -43.00 656.29 W310R W1111 landing/Turning Spare 6 10.00 -0.15 -1.5% 0.1% to 2.0% W3112 339+79.78 -43.00 655.60 W3104 W3111 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3113 339+73.78 -43.00 655.51 W3105 W3106 Ramp Running Slope 6 12.00 0.61 5.1% 0.5% to 8.3%+ W3114 1 339+68.09 -43.00 655.29 W3106 W3107 Ramp Cross Slope 6 6.00 -0.09 -1.5% 0.1% to 2.0% '- W3107 W3108 Ramp Running Slope 6 12.00 -0.61 -5.1% 0.5% to 8.3% W3108 W3109 Ramp Running Slope 6 15.50 -0.43 -2.8% 0.5% to 8.3% I i W3110 W3109 Crosswalk Cross Slope - Yield Condition 6 10.00 0.09 0.9% 0.0% to 2.0% j i W3110 W3111 Ramp Running Slope 6 15.50 0.37 2.4% 0.5% to 8.3% ' i W3201 W3202 Ramp Running Slope 6 7.18 0.43 6.0% 0.5% to 8.3% W3201 339+33.65 -49.00 655.01 W3202 W3213 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% - W3202 1 339+26.22 -49.00 655.44 W3213 W3214 Ramp Running Slope 6 5.45 -0.28 -5.1% 0.5% to 8.3% W3203 339+20.22 -49.00 655.53 W3201 W3214 Crosswalk Cross Slope - Yield Condition 6 6.25 0.06 1.0% 0.0% to 2.0% W3204 - 339+08.30 -49.00 656.24 W3202 W3203 Landing/Turning Space 6 6.00 0.09 1.5% 0.1% to 2.0% W3205 - 338+98.30 -49.00 656.09 W3203 W3212 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3208 338+98.30 -43.00 656.00 W3212 W3213 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3209 338+98.30 -27.50 655.07 W3203 W3204 Ramp Running Slope 6 11.58 0.71 6.1% 0.5% to 8.3% W3210 339+08.30 -27.50 655.16 W3211 W3212 Ramp Running Slope 6 11.71 -8.71 -6.1% 0.5% to 8.3% 1 W3211 __ 339+08.30 -43.00 656.15 W3204 W3205 Landing/Turning Space 6 10.00 -0.15 -1.5% 0.1% to 2.0% W3212 339+20.22 -43.00 655.44 W3205 W3208 Landing/Turning Space 6 6.00 -0.09 -1.5% 8.1% to 2.0% W3213 339+26.22 -43.00 655.35 W3208 W3211 Landing/Turning Space 6 10.00 0.15 1.5% 0.1% to 2.0% W3214 339+31.94 -43.00 655.07 W3204 W3211 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3208 W3209 Ramp Running Slope 6 15.50 -0.93 -6.0% 0.5% to 8.3% } W3210 W3209 Crosswalk Cross Slope - Yield Condition 6 10.00 -0.09 -0.9% 0.0% to 2.0% 1111111 W3210 W3211 Ramp Running Slope 6 15.50 0.99 6.4% 0.5% to 8.3% ( W3203 W3104 ) W3105 ) ) ( W3205 W3204 ) W3202 ) W320I ) W3101 ( W3IO2 W3103 ) • i(W3106 • ::: .. x W3214 ) ( W320r1)- 11 ) ( W3114 ' / �{W310 W3107 W3212 \-{W3213 ) W3113 `l W3112 ) OEC 1 7 W3111 ( . 2Q19 `"j lerk /o ,a Cit , t owa ( W3209) \ c �(W3210 ) o U ( W3110 \--OW3109 ) e L m FEET ADA SIDEWALK LAYOUT McCollister Blvd. NW & NE Quadrants at McCollister Blvd. & Armstrong FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER S,7 I 20:04:05 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SG1.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets Does not include curb 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Distance* Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. CO % W3301 W3302 Ramp Running Slope 8 11.50 0.81 7.0% 0.5% to 8.3% 3301 338+98.32 27.50 655.07 W3302 W3313 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W3382 338+98.32 39.00 655.88 W3313 , W• 3314 Ramp Running Slope 8 11.50 -0.87 -7.6% 0.5% to 8.3% W3305 338+98.32 49.00 656.03 W3301 W3314 Crosswalk Cross Slope - Yield Condition 8 10.00 0.09 0.9% 0.0% to 2.0% W3306 339+08.32 49.00 656.18 W3302 I W3305 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W3307 339+21.92 49.00 655.33 W3305 I W3306 Landing/Turning Space 8 10.00 0.15 1.5% ._ 0.1% to 2.0% W3308 T 339+27.92 49.00 655.24 W3306 _ W3313 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3309 J 339+34.82 49.00 654.80 W3306 W3307 Ramp Running Slope 8 _ 13.79 -0.85 -6.2% 0.5% to 8.3% W3310 339+31.33 39.00 655.01 W3307 _' W3312 Landing/Turning Space 8 _ 10.00 -0.15 -1.5% � 0.1% to 2.0% W3311 339+27.92 39.00 655.09 W3312 W• 3313 Ramp Running Slope 8 13.56 0.85 6.3% : 0.5% to 8.3% W3312 339+21.92 39.00 655.18 W3307 W• 3308 Landing/Turning Space 8 6.00 -0.09 -1.5% '� 0.1% to 2.0% %. W3313 339+08.32 39.00 656.03 W3308 - W• 3311 Landing/Turning Space 8 10.00 -0.15 -1.5% , 0.1% to 2.0% ' _4_W3314 339+08.32 27.50 655.16 W3311 W3312 Landing/Turning Space 8 6.00 0.09 1.5% j 0.1% to 2.0% W3308 W• 3309 Ramp Running Slope 8 7.33 -0.44 -6.0% 0.5% to 8.3% W3310 W• 3309 Crosswalk Cross Slope - Yield Condition 8 10.75 -0.21 -2.0% '- 0.0% to 2.0% U3310 W3311 Ramp Running Slope 8 3.84 0.08 2.1% _ 0.5% to 8.3% H Running Slope W3401 0.5% to 8.3% W3401 340+01.80 27.50 656.01 W3402 I W3413 Landi j/TurningSpace 8 10.00 -0.15 -1.5% ': 0.1% to 2.0% W3402 ' 340+01.80 39.00 656.28 W3413 W• 3414 Ramp Running Slope 8 10.00 -0.21 -2.1% ! 0.5% to 8.3% _ W3403 340+11.80 39.00 656.90 W3401 W3414 Crosswalk Cross Slope - Yield Condition 8 10.00 -0.09 -0.9% 0.0% to 2.0% _ W3404 340+11.80 49.00 657.05 _ W3402 _' W3483 Ramp Running Slope 8 10.00 0.62 6.2% 4 0.5% to 8.3% W3405 340+01.80 49.00 656.43 W3403 W3404 Ramp Cross Slope 8 10.00 0.15 1.5% 0.1% to 2.0% '`. W3406 339+91.80 49.00 656.28 W3404 W3405 Ramp Running Slope 8 10.00 -0.62 -6.2% 0.5% to 8.3% W3407 339+78.08 49.00 655.46 W3402 W3405 Landing/Turning Space 8 10.00 0.15 1.5% ; 0.1% to 2.0% W3408 339+72.08 49.00 655.37 W3405 W3406 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3409 - 339+65.20 49.00 654.95 _ W3406 W3413 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3410 339+68.70 39.00 655.17 W3406 W3407 Ramp Running Slope 8 13.72 -0.82 -6.0% ` 0.5% to 8.3% '. W3411 339+72.27 39.00 655.22 W3407 W3412 Landing/Turning Space 8 10.00 -0.15 -1.5% _ 0.1% to 2.0% W3412 339+78.27 39.00 655.31 W3412 W3413 Ramp Running Slope 8 13.53 0.82 6.1% '', 0.5% to 8.3% W3413 339+91.80 39.00 656.13 W3407 W3408 Landing/Turning Space 8 6.00 -0.09 -1.5% 0.1% to 2.0% y W3414 339+91.80 27.50 655.92 W3408 W3411 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% _ W3411 W3412 Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% ^_ W3408 W3409 Ramp Running Slope 8 6.88 -0.42 -6.1% 0.5% to 8.3% -I W3410 W3409 Crosswalk Cross Slope - Yield Condition 8 10.72 -0.22 -2.1% 0.0% to 2.0% W3410 W3411 Ramp Running Slope 8 3.57 0.05 1.4% 0.5% to 8.3% McCollister Blvd. rri� r ( W3301 �W3414 :::::::::::. ..:::: :::�1 '2D19 W3314 W3312 ( W3302)A W3313 ) \311 ) ( W341 I W3412 ) W3310 ) ( W3410 / ( W3413)- W3402 ) r(W3403 ) o u m c ( W3409 u W3405 ) W3404 ) W3305 ) W3306 W3309 ) ( W3408 ( W3406 tRagammm4W3307 ) W3308 FEET W3407 ) ADA SIDEWALK LAYOUT SW & SE Quadrants at McCollister Blvd. & Armstrong. FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER S.8 20.04:1C 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SOI.DGN �1^-I CO nr+CDO1a etU1U'. 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L Z N Y 0 } .- 02 4.4 cc 0 jG,.•.-4 m m rA m .m 4'I�Imlm 40 m a m •c 0'. m rg m•cry}I•N}ININIA.N•mom m m m N m y� U. o 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Distance* Elevation Slope Constructed Range on this Slope Initials Remarks OQuadrant? Point Station Offset Elevation FT FT % Pos. or Neg. O W4301 W4302 Ramp Running Slope 8 11.50 0.81 7.0% 0.5% to 8.3% - W4301 355+11.30 27.50 666.54 W4302 W4313 Landi g/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% h W4302 355+11.30 39.00 667.35 W4313 W4314 Ramp Running Slope 8 11.50 -0.76 -6.6% 0.5% to 8.3% `..,, W4305 355+11.30 49.00 667.50 W4301 W4314 Crosswalk Cross Slope - Yield Condition 8 10.00 0.20 2.0% 0.0% to 2.0% N. N, W4306 355+21.30 49.00 667.65 W4302 W4305 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% �` W4307 355+32.80 49.00 667.74 W4305 W4306 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% 1 W4308 355+38.80 49.00 667.65 W4306 W4313 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% T W4309 355+46.06 49.00 667.48 W4306 W4307 Ramp Running Slope 8 11.50 0.09 0.8% 0.5% to 8.3% N. W4310 355+42.35 39.00 667.29 W4307 W4312 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% N W4311 355+38.80 39.00 667.50 W4312 W4313 Ramp Running Slope 8 11.50 -0.09 -0.8% 0.5% to 8.3% W4312 355+32.80 39.00 667.59 W4307 W4308 Landing/Turning Space 8 6.00 -0.09 -1.5% 0.1% to 2.0% W4313 355+21.30 39.00 667.50 W4308 W4311 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W4314 355+21.30 27.50 666.74 W4311 W4312 Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% W4308 W4309 Ramp Running Slope 8 7.25 -0.17 -2.3% 0.5% to 8.3% W4310 W4309 Crosswalk Cross Slope - Yield Condition 8 10.75 0.19 1.8% 0.0% to 2.0% W4310 W4311 Ramp Running Slope 8 3.55 0.21 5.9% 0.5% to 8.3% I W4401 W4402 Ramp Running Slope 8 11.50 0.43 3.7% 0.5% to 8.3% I W4401 356+12.30 27.50 668.74 W4402 W4413 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% ! W4402 356+12.30 39.00 669.17 W4413 W4414 Ramp Running Slope 8 11.50 -0.48 -4.2% 0.5% to 8.3% ' W4403 356+24.30 39.00 669.79 W4401 W4414 Crosswalk Cross Slope - Yield Condition 8 10.00 -0.20 -2.0% 0.0% to 2.0% W4404 356+24.30 49.00 669.94 W4402 W4403 Ramp Running Slope 8 10.00 0.62 6.2% 0.5% to 8.3% W4405 356+12.30 49.00 669.32 W4403 W4404 Ramp Cross Slope 8 10.00 0.15 1.5% 0.1% to 2.0% W4406 356+02.30 49.00 669.17 W4404 W4405 Ramp Running Slope 8 10.00 -0.62 -6.2% 0.5% to 8.3% W4407 355+90.80 49.00 668.48 W4402 W4405 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W4408 355+84.80 49.00 668.39 W4405 W4406 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W4409 355+77.55 49.00 667.95 W4406 W4413 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% _ :. W4410 355+81.26 39.00 668.05 W4406 W4407 Ramp Running Slope 8 11.50 -0.69 -6.0% 0.5% to 8.3% W4411 355+84.80 39.00 668.24 _ W4407 W4412 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% ! W4412 355+90.80 39.00 668.33 W4412 W4413 Ramp Running Slope 8 11.50 0.69 6.0% 0.5% to 8.3% W4413 356+02.30 39.00 669.02 W4407 W4408 Landing/Turning Space 8 6.00 0.09 -1.5% 0.1% to 2.0% + W4414 356+02.30 27.50 668.54 W4408 W4411 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% - W4411 W4412 + Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% W4408 W4409 Ramp Running Slope 8 7.25 -0.44 -6.1% 0.5% to 8.3% W4410 W4409 Crosswalk Cross Slope - Yield Condition 8 10.75 -0.10 -0.9% 0.0% to 2.0% 1..14410 W4411 Ramp Running Slope 8 3.54 0.19 5.4% 0.5% to 8.3% McCollister Blvd. W4314 ) W4301 W4414 W4401 W4312 - W4313 ) W4311 ) ilk 'z> ( W4302) \ W4310 W441I W4413 W4402 W440- W4410 N . U __.W._ W4309 ) ( W4409 ( W4305)2 \-(W4306 ) -(W4308 ) w W4408 W4406 W4405 ) W4404 ) W4307 ) ( W4407 ADA SIDEWALK LAYOUT FEET SW & SE Quadrants at McCollister Blvd. & Russell FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.10 20:04,18 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_S01.DGN 113-10, 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb z 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking OR INFORMATION ONLY: PCC Distance* A Elevation Slope Acceptable Required Measured VALUES .ED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks OQuadrant? Point Station Offset Elevation 2 %FT FT % Pos. or New. W5201 W5202 Ramp Running Slope 8 10.82 0.54 5.0% 0.5% to 8.3% ` W521. 361+46.73 -30.18 678.86 W5202 W5210 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W5 12 361+46.70 -41.00 679.40 W5210 W5211 Ramp Running Slope 8 13.77 -0.57 -4.1% 0.5% to 8.3% a W- 03 361+55.81 -41.33 679.55 W5211 W5201 Crosswalk Cross Slope - Yield Condition 8 10.42 0.18 1.7% 0.0% to 2.0% 204 361+54.64 -49.24 679.67 I W5202 W5205 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% _,_ 5205 361+46.68 -49.00 679.52 W5205 W5206 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W5206 361+36.69 49.00 679.37 W5210 W5206 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% W5207 361+31.69 49.00 679.43 W5206 W5207 Ramp Running Slope 8 5.00 0.06 1.2% 0.5% to 8.3% W5208 4 361+31.69 -43.00 679.34 W5207 W5208 Ramp Cross Slope 8 6.00 -0.09 -1.5% 0.1% to 2.0% W5209 361+36.69 -43.00 679.28 W5208 W5209 Ramp Running Slope 8 5.00 -0.06 -1.2% 0.5% to 8.3% ____,_ '` W5210 1 361+36.70 -41.00 679.25 W5202 W5203 Ramp Running Slope 8 9.10 0.15 1.6% 0.5% to 8.3% W5211 _4 361+36.73 -27.23 678.68 W5203 W5204 Ramp Cross Slope 8 8.00 0.12 1.5% 0.1% to 2.0% W5204 W5205 Ramp Running Slope 8 9.10 -0.15 -1.6% 0.5% to 8.3% i N, W5206 ) W5205 W5204 iir AN 4 W5207 , W5208 N W5209 W5203 ( W5210 W5202 • FEET ®/ W5201 ncr j ry?a,s �, City soya NOTE: SEE L-SHEETS FOR MEDIAN LANDING ELEVATIONS ADA SIDEWALK LAYOUT NW Quadrant at McCollister Blvd. & Sycamore St. FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.1 1 I 20:04:22 11/26/19 anthony.hemaRn\60579265\900-CAD-GIS\02 SHEETS\SHT_MCCOLLISTER_S01.DGN 'Pole JaISillo3DW 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Distance* Elevation Slope Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 0 % W5301 W5302 Ramp Running Slope 8 16.14 0.63 3.9% 0.5% to 8.3% W5301 61+46.84 18.12 678.34 W5302 W5311 Landing/Turning Space _ 8 10.30 0.15 1.5% 0.1% to 2.0% W5302 361+46.88 34.26 678.97 W5311 W5312 Ramp Running Slope 8 16.40 0.95 -5.8% 0.5% to 8.3% .,,� W5303 361+53.20 36.47 678.87 W5312 W5301 Crosswalk Cross Slope - Yield Condition fi 8 10.34 0.17 1.6% 0.0% to 2.0% , W5304 361+62.36 40.49 679.46 W5310 W5303 Landing/Turning Space t 8 22.60 -0.33 -1.5% 0.1% to 2.0% "_-a W5305 361+58.80 49.53 679.61 W5303 W5306 Landing/Turning Space 8 10.00 0.18 1.8% 0.1% to 2.0% W530 361+49.53 45.77 679.05 W5306 W5307 Landing/Turning Space 8 19.95 0.30 1.5% 0.1% to 2.0% WS 361+30.22 41.00 679.35 W5310 W5307 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% 08 361+20.21 40.57 679.08 W5307 W5308 Ramp Running Slope 8 10.00 -0.27 -2.7% 0.5% to 8.3% `. 5309 361+21.31 30.55 678.94 W5308 W5309 Ramp Cross Slope 8 10.00 -0.14 -1.4% 0.1% to 2.0% *m, W5310 361+31.31 31.06 679.20 W5309 WS310 Ramp Running Slope 8 10.00 0.26 2.6% 0.5% to 8.3% N. W5311 361+36.87 31.87 679.12 W5303 W5304 Ramp Running Slope 8 10.00 0.59 5.9% 0.5% to 8.3% W5312 361+36.83 15.47 678.17 W5304 W5305 Ramp Cross Slope 8 10.00 0.15 1.5% 0.1% to 2.0% W5305 W5306 Ramp Running Slope 8 10.00 -0.56 -5.6% 0.5% to 8.3% -- j , \NIN \McCollister Blvd. W5312 41411 . 411.4 W530I ( W5311 \` ( W5309)-v W5310 W5302 41111111 W5303 \., W530,1 _--" W5308 W5307 \ - W5306 V City Clerk N Iowa Cit Y, low," C W5305)- -- V ADA SIDEWALK LAYOUT SW Quadrant FEET \ McCollister Bllvv &d. Sycamore St. FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION] SHEET NUMBER S.12 20:04:25 11/26/19 anthony.hemaMr\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SOI.OGN CUT SIDE Total Cut Unadjusted URBAN CUT SIDE Total Cut Adjusted URBAN Existing Ground Existing Ground Existing Pavement Existing Pavement Topsoil Cut ,, _, _ _ Topsoil Cut TS ! Allill iMI Template Line Template Line \.: CL l0 JCL 10 CL 10 10 C1- Topsoil Placement opsoil Placement Undercut U -rcut • Notes: Notes: 1. "Total Cut Unadjusted"Column includes all cut values in the Station Range based on Typical, 1. "Total Cut Adjusted"Column includes all cut val usable as Class 1 material. Topsoil and Subgrade Treatment needs. 2. "Total Cut Adjusted"does not include and Existing '.vement, Exist:g Topsoil, or material to be wasted. 2. "Total Cut Unadjusted"does not include and Existing Pavement values inside or outside the cut template as shown on cross sections. 3. Tabulated Plowing and Shaping operations are included in the"Total Cut Unadjusted"values. FILL SIDE Total Fill Unadjusted URBAN FILL SIDE Total Fill AdjustedAIII----: U RBAN Template Line Template Line Topsoil Placement Topsoil Placement�, Undercut Final Surface // ,\ Undercut • Final Surface ;, `° / / - 1411 imimmoommminimmlimi '+q N. / N. Topsoil Stripping Undecut N / Topsoil Stripping J `E — Existing Ground Existing Pavement Undercut Undecut ExistingPavement Undercut Notes: Notes: Existing Ground 1. "Total Fill Unadjusted"Column includes all Class 10, 12, and 13 fill. This excludes the topsoil, subgrade treatment, 1. "Total Fill Adjusted"Column includes all Class 10, 12, and 13 fill and adjustments for additional fill from tt(tsssi c subbase, new pavement,and shoulder fill needs in that station range. existing pavement, plowing and shaping operations, entrances,dikes, and topsoil stripping. 2. "Total Fill Unadjusted"Column does not include adjustments for additional fill from cuts such as existing pavement 2. The available area to place unsuitable materials in the T Sheet tabulation does not include the undercut values from removed, plowing and shaping operations, entrances, dikes, or topsoil stripping. the topsoil stripping, existing pavement, or plowing and shaping FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER T.IC 09:19:13 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_TO1.DGN CUT SIDE (+/- Cuts) URBAN CUT SIDE (Bid Items) URBAN Removal of Existing Pavement Bid Item Topsoil Cut( Part of Stripping Bid Item) Existing Pavement Minus Cut(-C) Topsoil Saved for Replacement Minus Cut(-C) CLASS 10 Bid Item Total CLASS 10 Unadjusted (if Present) _ Ts - Template Line Template Line .� Topsoil Placement Bid Item CL 10 'i0 CL 1 JCL 10 1111‘ ` G\' / 0 CL 10 '''111111k Class 10 Bid Item Topsoil Replacement Plus Cut(+C) Pavement Bid Item(s) Subbase Bid Item • FILL SIDE (+/- Fills) URBAN FILL SIDE (Bid Items) URBAN Template Line Topsoil Placement Minus Fill (-F) Topsoil lacement Bid Item Total Fill Unadjusted / Template Line / rS, rS Proposed Pavement Subbase and Earth Shoulder Fill ` r'+ Stripping of Topsoil Plus Cut(+C) �I� 2019 Stripping of Topsoil Plus Fill(+F) Ts �Ts TS TS amity Clerk Notes: Existing Pavement Plus Fill (+F) Io a City, Iowa CLASS 10 Bid Item and/or 1. "Manually Calculated Cut Adjustments+C"columns are additional cut encountered that is not Typical, Topsoil, or Subgrade Contractor provided material Treatment Based. ( Entrance, Dike, Etc.) 2. "-C"columns are either soil types or Class 10, 12, or 13 designated material that is encountered in the cut station Removal of Existing Pavement Bid Item range that is paid for by other bid items. Topsoil Stripping Bid Item 3. The"(SoilType) Cut"columns are soil types encountered in the cut that are paid by either Class 10, 12 or 13. 4. The"Adjusted Clas(10,12 or 13)"columns are the sum of all various soil types encountered in that station range, that are paid by Class 10, 12, or 13 bid items. FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER T.1D I 09:19:15 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_TO1.DGN m o fD trwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwn + ,D er W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N( O c `' I 0, VvINOVvNWVVNWVnNmVnN VvN VvvN NWNWVN VNeVWNNVNNVWNNVWNNVNNNNWNNVVNW Station WmWmoNVVo o WN W I O N m m W W m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m O m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m O ID w '7 o fl_ 01 0 A O m v 2 0 Total Cut -0tr n ....... ~ Unadjusted 0 = 10WW000000DD000OODDCAAAO O0OD00DOOOO000 I-, D FFFVCVaA00uUA01Nt+ OOVAWWWV0VDA0VWF+NANF+NAV0OVVVNm0 NM. 0O1VAAWWA0VVNm0VoAWVNI.Nm0WA WVOWAVm .N o 1,.. Volume ,T.9 m N o N 4 i Total Class 10 m a m Unadjusted to mIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII u 0_ in Pj in m Volume z e rm'1 i 0 i Topsoil Cut „ n ,^' c i0 Volume H. 0 r r MTemplate z Pavement 1-1 N N N N N N N N N N N N N N N N N N N N N W N N N N N N N N N N N N N N N N N N NJ N °V` m m m m m m m m m m m m m m m m m m m m m m m m m N w w?w A A A A w w w A A A A A A A A A.I m V A w A w w w w w w w w w w A A w w N Removal `-' is 3 Volume 1. Total _ A m m m m m m m m m m m m m m m m m N W W 10 1'V m W i.+A 10 N 00 A V N Vn i W N N t.N t+m m m W W Q O1 N I.Lnn 1000 1O tO 00 m 0 A 00 I Vi VI C Vi W N 01 Cut to Adjusted Total Fill Vi ......... V N~ N 00 10 Unadjusted r, I-' VVV0 . .,1 AW ,.. 0O00AWWNNW i + + tNt+ +tN + +NN + �t� ttt0 rn V mmt mW 00V100W0I" V010VW0VAWI. A0mmF+NW0OVVNNNNNt+1.1+Nm 00 Volume Existing Topsoil t° N I•+ t a F1t1~tttttt'I"'I' ' ' ' Stripping t t+N + + 0oaVVWAWNtNNNNt1 1 V00 m . .IV.Imo .11100Vw0WWmVA0W000 AWN00VO0mm00VVmVWm0NAV0I NN010001f+W NWmA001W Undercut uC(+ Fill) r 32, Existing I. Pavement 03 O 1-. r r A A Undercut Z (+Fill) T 0 N N T p1 Total a N 01 0N1 N V t W NWNNVN NNNNN - AFN100DVVAI- A0VANNWWWWWWNNWWWWNWWNNWWWWAAWWNF+F+NNWWWWW Fill + m WVVODVIDW0 0VWuWOToo 0N VNmWmmm0t+N0V0NW0OAm00NV0+F+VA000NAWVINVO0W01t+ oVVA m Adjusted Wu 3 Total Fill r co A F+AV A W M N N N N 00 t+ D wwwwwwwwwwww rI Adjusted •'l 0, VVVVmVVV 00AI 000wVIN WVI+000A Un 4 x I-' NWWAWWtn NNC1Amt+VOmDNAWWNWN0AAV00N0H0 000N0VmV 00ON W0WWONWVVmAm0OO mWeightedAverage . 0 m 1.3 Shrink Factor f0 C Total Cut Adjusted u a I I I I I I I I I I N Z WWWWWWWWWWW WNNNNI- 1.1.1.mmW I WF+F.,. ' 1+WF+ I NNNNF+t+t+NNNt+F+NWNNNNNNW WNN WD\W1+ F+F+t+N Minus F111 w/ I-, C1 V V V V O1 to to V1AA W I.W 01 A I.0001 A N W V V,V V late N A V m 00 V N 0001 V N 00 V V N A WO1 VI V VI V7 IO A VI 10 Nb A..l- VI:0100, u 10 W W A W W VI A t+V N N 01 A m I.W W 01 01 W Shrink m H O H DApprox. Fill Vol. N m mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm Below5' & Above ~ m P1 u n H 20' w/ Shrink w Z -C m "pprox. Fill D m mmmmmmmmmmmmmmmmmmmm m1 lmmmmmmmmmmm • el Volume Below 3' w m G w/ Shrink u N V v C N 2 _, o V Topsoil _ 3 h ut N N N N N N N N N N N N F+M M M F+N t+N hbCiCCiZ0iClViViWViZ0i AAW Strl In Undercut o. m H o1vIAAWWArnVINmtotnAwwwr., t+I Www.Iww.INw Wee Stripping u Z z �� N m Topsoil 1. Placement 3 AAwwwwwAAAwwwwwwwwww N F+t+NI,NMmNNNI. lllINJF+ t+ m m 10 t0 0o Oo 10 m t+m V 01 01 A W N N W ut V •• m W W m W N Oo m W m 10 m t0 Undercut 1" 0 1111111111 N, Volume u0 r N r ~ Topsoil Placement u II--a � N W V 0101VIvtWWVtO1V01NmmoAD01 Tutut01l0N ��',./\!� .ImV With Factor rink o m 0 cw` � ` Topsoil Stripping o D V 01 C1 01 V V V C1 V V 01 O1 01 O1 V V 01 01 01 W N N N W W W W ��tql N N N Minus Topsoil t,, 0 00 m 1O 10 10 m m • m •• 10 m m 10 10 • • 00 1O m moo.I Oo1111p1001 01 O1 Oo m W F+C1 O1 O1 01 • N m W Placement V m w/Shrink `, X m Z to ,, 0 co Z to x MI -1 tD z c m � 7, a t, A , ...* ( i It ,--, NJ 11: N 'Ir N N A F+ N ' 0 ,—, 1,J ..4 F+ . F+ N N .. . H f0 I— , N m M N m Z O •" M w w w w w w w w w w w w W W W w w w w w w w w w w w W w A w w w y W W W W W w W W w W w w w A w w w w w w w w w w w w w w W w w w MMMMMMMM MMMMMMMMAAAA00AAAAAAAAAAAAAA ttAAA AAAAAAAAWWWww 0 m.MMMMAAAAWwwwNNNNrrrrmmmm0000WWWWJVJV00O0MMMM WWWWNNNN + + +rmmmmDO . rt r + ± + vumw ruv armN � vmNvuvmNuivurmum vuvumJ Station + imVVw vimulmVmtnmnmw tilmmtiuiovmmu+ vmuimtnmuv10,./1mVmw0vmnmVmntnV7mvlmVlmtn11 w r.t ;�; mmm mmmmmmmmtotommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm OJ m M a 0 d Z a • M Total Cut 1. -o 7 = w r r r r r r r l I F+I+1. 1. l- F+F+F+F+F+III I I I N N W W W W W W NNN W W W W W W N N N N N r r r r r r H H H H H +I+F+r r r r r Unadjusted '—' W W W NNN W wwww N N N r r r r r N N l•+r N M m01 N 01 I NN 10 M m V V IOr W M V aI N ID JAA m 0100 v a10%M M M MAA W W W W W W NN HN v w MHM00,40 NMMAr W to NW0ww JMwCOW NHNM W NHWMA w N NHN W V A...40 Mw m v WHWM N M m v A N M W NHNMW W r V01 v Volume z H bo m a z Total Class 10 r m ..... Unadjusted rrrrr rA0HNNNNNNNrrrrr brWrr0 OrAANmVMW - mmmmmm +ApC0 NmNviuV NWWNt4A +MMA00MAHH +mmNNNvto tntnMwmNWNmmmmtOvnm i" d a Volume u m r M m n N ti 0 W Topsoil Cut 3 - n m W NNNNNNNNNNNNN rrrrr HNNrrm rrrrrrr HNW AMO+vv0 COMM ov.4WMAMM W W vlAAAAwwwww W W NN w C 21 N HHHHNW NNNNHHOWMMtoM V O W JHWOw V W W J V W V ANWO1AHMHOt V W m W MNNrMN000NW.Qw W WHMwrWrJ01 '—' r-F Volume N 2 Template o Pavement m mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm A Removal p Volume m N x 3 4 Total r, Nm Mm~r W W MMrrrrr V M W rmmmmmmrA~AmAAAm pu V Iu0Iu001HMNr NAOt V W W AFr+W r W W N""V MM MMM01 W mN W Nmmmm Cut .^P. V' rAANM WNWOD AAANrW WNAMW VmArrNW1-""WVMm to Adjusted Total Fill r rt" w01o%01MAAMvIMMvIMMMMMAAwwNIIIIIIIINmrrrNWWAAMMalalJJJJJD+rnUMA�AWWLNNr Arr Unadjusted m M mmmrN WM0101mA V 1010 V VIAW N10011orAtOANrrrrNrto�0%W W Nm1 WnID V 0000tmn A LOW COOIOWWwMI,00A VVIIADAMJWmN IoN '--' A Volume Existing Topsoil a 0 _ W nor0000vvooa00000ppppWW101D1OWWWWWVJ01MANrr NwArntOrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr Stripping W , WtoMAV WmrrWMO101W WAW.61 IOWmN WMIcl rnWrINNNW W W WARM WN. .�s LV WLWNNNNNIINNrr J M N W v ID N M 01 J m N W M N M A N W M A N W J A w r M v r N W a Undercut ,_. C (+ Fill) a Existing —I m Pavement O ° Undercut Z (+Fill) T N N M N Total 7 _ `"" coca rr'r'r r r r rrrrrrrrrr r r rao ppl1AuIN F+F+F+F+F+A HNNN W A W W MM V J00 00 00 00 00 00 00J V 0 MWWvi A A W W N H H N N + W 01 r CO V W I-+AA r m V N V m m IAiI m m t0 M V m N A a1 W M V W r N W F,.Wm 00 NA A M U,?M V. r N A to to at 00 r m A W r A OI ID m W N W J m M m r A OAO 0m0 Fill +, a, Adjusted u r1'I 3 Total Fill N r r D r r`+`+F+`I-I °D rrrrrrr rrrrrrrrrrrr rrrr I NNWAtnCtv0000IDID. IDWWVJat01MAANrNWw Adjusted W/ rl V J rUAv01D .1m.iwOm000vtowmwmwwNVAwW Vwm.IN rrrrrmiATUM0VIrw0orN. x , w NMmWMMvmWWMrVUWNNrMUWWW OWLVr0%MWWwVAWNAmWwrr0MAaWM0100JWNA WeigtedAverageu Ill A AUI +OWn "' 4. 1.3 Shrink Factor p C N1111111 Total Cut Adjusted Z A v3.0 N.................... V 0ro11D V ViVri0 Vor0tr0tr00r00r00r00r0 V O0%Vnwmm"0A1"NNa"."' ' r+OrIAAAwtovNiH DO001IWnmrrrrmmwMMAMAHMM W puolri HN., Minus Fill W/ Fr+ r m r m 01 01 M 01 M A m N W N N r of M Of N M r V r J N W b M W M W M Wm M M O FN+tV m M r m W r J N W v W A v W N A Shrink N H m . 1 .. F-1 n Approx. Fill Vol. n rT9 N A m mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm Below 5' & Above ~ H 20' w/ Shrink A ..< m c Approx. Fill — n m mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm VolumeBelow3' W 0 w/ Shrink a Li C $ ' Topsoil 3 m rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrprlrrrrrrrrrrrrrrrrrrrrrrrr . rrrr Il H N r r r r N W N N N N r r m ID W 01 VIM V m W V r 10 m W V 00 00 J V W V A m 00 01 A r 01 r 01 V W m 00 01 N N r M N 00 VI N ID V to W 10 r to W w I.W.+W N V Stripping Undercut u 1'17 Z J Volume Z C 3 W VI M Topsoil w A3 1 NNNWWWWWWWWWWWWWvlwWWWWWNwwWWWWWWAAVIM0IOIVV V WWvvvvvval Ofp101MMM MAp AAWNNWA Placement ,—. m m W V W W W V V V V V 01 M M A w W A M W A m M m N A M M A A M m M m M m O m A V m r W M M W N r W M A r M V W r W A W M M W V N m Undercut M O Volume u G Ts A Topsoil Placement u r„ N M A N N w M M M M M M M M M M A A A A A A M M A A A A A A - A M M 01 V V W W W...... +m V Fr+m m m m m W • ID W W W V V V J 01 01 01 01 A w w A M With 1.4 Shrink x r M r W W ION W W W NNNNNOWWCOMMMOwW NHNM W b • •. m01wm V AN W A W Nw1001MNr W N0M W mv01AMIDNO W IDID W M0I 01 W Factor a u rrn Topsoil Stripping C A Mup 10 Io W 0 0I v 0'J J v 0t m V v 01 01 01 01 m J C 01 C 01 01 01 01 01 01 01 01 J J v v J v J r v -'I J v 1D 01 v v J J V V V V J 01 J J W Io 10 W J Minus Topsoil F+ v m W W N 10 10 m 10 m m m 1 10 m m IO W IO IO ID m m IO 10 W W W 10 10 10 1 1 IO r r m r N N W N ' A W A r W A W N W N N N r r N m IO m m N A W N m Placement v m w/Shrink — m z tol N r 0 op z M m r m to H Z a . 07 . m 0 .n _ filA • r rD ".Z ° Z H m� (:1 r N A r N . 0 . V Fs un CO m 73 I-. r CD -1.,m m m ° a 3wwwwwwwwwwwwww w wwwwwwwww r+ rtr N� V V NV V � V .,'' WrWN IWNmIN N01WNmWNm Station rF:.• rM•m vtmvlmvlmvlmvlmvmvlmutmvlmvlmvlmv co m (n m m . . . . . . . . . . . . . . . . . . . . . . . •• r+mmmmmmmmmmmmmmmmmmmmmmm m 0. oN. fD m m m m m m m m m m m m m m m m m m m m m m m m W z a 0. a 0 m W r" Total Cut v , H N 1-+ Co NNNNW WW ppp11V1AAWNN1-, Unadjusted_ co l+ AmcVVd WW'0 N V -0 AWAVNF+F+ WONccicivI lOcwc a RI o `. Volume E q m N I�-1 F.. GI m . z Total Class 10 r m OomlorrrrrNNNWWWWWWNNrtaAN Unadjusted m D In A M A w.lA w11O.W m000tNOAm W alwoom0000mo"N ^' a 3 N u m D r Volume E m m N n N N Q v Topsoil Cut 3 m V lOm W 10 W V I-.ON m?ONO mNA CO OW+A FW+CNO VI N 1-, w C o m Volume N A Template 0 N V mmmmmmmmmmmmmmmmmmmmmmm Pavement Removal Al Volume m N " r t Total r r r r r N N N W W W W W W N N r ✓ A VI Aw:1 Almo Fm+W N Co tNO A 01 tD Omt D IS aAO A OAoh Cut a v, 1 N Adjusted • Total Fill r `o Unadjusted v1 rNW V W W W vl Co mmmNW VrV Wt0W-J J .. m ci Volume r Existing Topsoil a m w r r r N N N w w w w W W W W W W W w w�a v tc Stripping V CD v '0 cAWNNNAAAAWWAAvtoAmr Undercut '—' C lD (+ Fill) r a Existing —4 rPavement O r Undercut Z (+Fill) m N FI M N Total a -` +u ANNWWAviccVVVVVcocicoaol' " ' C Fill -oovlCor.l.lmvlVmAAAOmNnrmm.4,4r . .. m m Adjusted 3 13 Total Fill r co Adjustedrrrrrrrrr Adjusted w/ u D O+w w A A cn V Co Co l0 to t0 t0 t0 r W N w a+m m r VI v1•1 r a+o+a+lO V V 03 m N CC Weighted Average T v 1.3 Shrink Factor '" C N Total Cut Adjusted Z CC r r r N N N N N N N r 1 . 1 N N W VI Co W W W A V Oi FV+N W co V lvrl m to m 1-.ao N Minus Fill w/ ., N A Shrink 0 u I—I I-1 -I - I-I a Approx. F' 1 Vol. _ n m n m mmmmmmmmmmmmmmmmmmmmmmm Below 5' . Above " m I—I --I 20' Shrink N Z -‹ 1 m C .prox. Fill D m mmmmmmmmmmmmmmmmmmmmmmm olume Below 3' W m G w/ Shrink u C IW— -0 "� o o r Topsoil 3 m `1 r r r r r r r r rrrrrrr r1•, rn V00w'DmmrrNNNWWWWWWWW NNh Stripping Undercut A ni -I ONI-. W V rrncACocNAcOicA •• V1NF+ ,_, Z Z m Volume c N W m• • Topsoil V1 Placement 3 Co NNwwwwwAAAAtnvltn v1AAAwN1. r n La w NccNWA.IcWcmmr darn rtotom Undercut v.0 Volume u 0 I- W � m Topsoil Placement N r m — ww4AAAlnv1 apffrn�.1.1.'''ICAp�a+vltnaN With 1.4 Shrink x r 73 rO\NviimN . A V mr W W rl0AN V V7ra O1 cn W `l Factor A 0 C r m m Topsoil Stripping o D v1 In v1 v1 In v1 m m • , m m al a,a,al.l of.l.l m tc Minus Topsoil , 0 W oo A.1.O 10 m m m - • r r W v+.1 m 10 r m r w Placement V NJ �+ 'J it m w/Shrink X m Z to Fi O m Z 1-, m .n z C) C 3 }�y _ m L 6 ti V N fl- m '''C ` J • G = i N u N- p A . N ' 0 N .1 IL N -- m mH , , - v 1- mm m z 3' rt 0 o-3 o 3 o 3 w Station rt a m 0 n N' 7 rF n• a O.;' fD 0! 7 4 7 a 73 0 m v o o x Total Cut -o F H 3 N y 0 N N.) r = o o < 0 co Unadjusted r• r• m r r rt ? A v r• o, m o ~ ~ Volume z s v, 0/11; rr m N z I-,m rn'0 m r Total Class 10 . �'� `"''^ m m Unadjusted T13 m u off, n kn v+ 3 n a g D o,D `,�< , i °w°m I-.+ r Volume o0 R7 vw, —v--wam m m f i N n„ y N N 3 <m n E Topsoil Cut r n m ON a, aj R° coo 03 Volume 1 'o Template o E m �o Pavement N V V ,A. Removal iA Volume 3 m Lm Total VI inCut �. N r Adjusted 1-3r� Total Fill w rp Unadjusted m m �. 0 0 Volume Existing Topsoil m m Stripping —1-3 u Undercut C (+ Fill) F Existing "'I Pavement o F+ r+ m I- 1.' Undercut Z (+Fill) m N '1'I IJ N N Total m . - Fill . + io '� ko .� m ON CA Adjusted _ 3 - - 0 o o o 13 Total Fill r 00 co Adjusted w/ ;, w w Weighted Average x m 1T1 w in 1.3 Shrink Factor ' AC) _i. C N 4, Total Cut Adjusted i i Minus Fill w/ u -I v v Shrink F-{a a o N —'I E rn - H I) Approx. Fi Vol. S N P1 m m J Below 5' • Above . m I-1 20' Shrink u 0 D —4 Z _ . m 0 Approx. Fill ,E D m m Volume Below 3' w m p w/ Shrink u NI C -0 •A —I Topsoil 3 0 a, a, "' Stripping Undercut A rn z coo co Volume Z m N co m s Topsoil 3 ."' m Placement N n w w Undercut n w w 0 0 Volume M O �m m Topsoil Placement xi . rn With 1.4 Shrink x rn W `1 Factor a u O c m Topsoil Stripping A D a Minus Topsoil F, G N N Placement 7 .v m I w/Shrink . X m Z I-1 O Z , 2 m Fa m up z A `) ' ny n ® N.,"N (' ►-rki, m ___ (:) _ un Z. "- a AI . . , u _ , . . N p F+ N . m r , vN ri M LINE STYLE LEGEND OF CROSS SECTION SHEETS (ROAD) Existing Ground Line Proposed Template Proposed Topsoil Placement - - — - — - — - — Additional Topsoil Removal Subrade Treatment Granular Shoulder Pavement • Existing Pipe\RCB Proposed Pipe\RCB Proposed Dike All Elements Associated with Proposed Entrances LINE STYLE LEGEND OF CROSS SECTION SHEETS (SOILS) -e. TS Topsoil (Class 10) Slope Dressing Only CL 10 Class 10 Materials SEL LO Select Loams And Clay-Loams SEL SA Select Sand UNS A Unsuitable Type A Disposal U NS B Unsuitable Type B Disposal UNS C Unsuitable Type C Disposal SHALE Shale WASTE Waste - O&W LS Broken and Weathered Rock ROCK Solid Rock / BLDRS Boulders r Note: All layer lines and descriptions identify layers above the line. Note: Vertical or near vertical lines connecting soil layers at edges of s cross sections are only for the purpose of calculating template quantities and do not depict soil stratification. 5;: SYMBOL LEGEND OF CROSS SECTION SHEETS eM.u�,g 5 Rqv yf Existing Right-of-Way Limit RQV Proposed Right-of-Way Limit Temporary ' 4o g RQv Temporary Right-of-Way Limit C Iowa C tyl/rk � °wa CROSS SECTION LEGEND AND SYMBOL INFORMATION SHEET (COVERS SHEET SERIES W, X, Y, & Z) FILE NO. I ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.1 13:33:20 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.OGN 1,0 105 WO 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 _ 55 60 65 70 75 80 85 90 95 100 105 110 I _ McCollister Boulevard Extension Mc of is er Boulevard 1 , ,. , .I 1 , RR5 RR5 j ' 1 Wear* Y RRn R T i Rffn R W 4 I__ r _ - -� N� coD t — �- vy� r r co t• 1 j Wig • 1•— - - f r fl • o� } ARK • — - - - 1.5/. - - :..1 - — i+ 1 5% . 1 lIlliIllikilhlh.4I .111111 I t j 1 I 1611111111111 -i i Ili -f +.___,_ I ' 1 , i" ' 1 ',- rmi , ! I . 4 _ 1. - Existing E ROM —Existing_, Ili : 1I EMI '- ■� - ROM - Q` . • . Milialli 0' I - --1 -__ -.___-'--._.. .._. - .. _ _ -i.__ __.y- _ __ - _ �_ -- R45 � , i i!Mai ! 1 • , • , IIIIIIIrillIll , 1 •• ..,__ . ..:. 1 -f fi ..:1 E1411ttnp RRfl ROM f' ARK co(`) N d'C • C() RR5 6 O _ _. : _,. p0 I _ , - - RRR 6R5 R60 �Mi -- RRn it ^�' Existing ROM ROW R1 i a'L(7 t ,CO , r-:- 05_. ritilW w i [VV co CO Nzi-CO =IMII=I=IMa=l=EalMIMIIY , -7-4 I 317+25 .00 • - _._. Ann — r - � _ — -�� - - IIIMEMEIE 317+Q0. 10 1_0 1 1 95 90 85 81 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY 1 PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.2 I 13:33:22 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN I110 105 100 95 90 85 80 75 70 65 60 55�., 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 .—65 70 75 80 85 90 95 100 105 110 _ iI McCollister Boulevard Extension i McCollis r Boulevard LI • - - i , . . . aa5 All_— , -1-___:, I _ , ___. _ , . , • . ARK RRn Existing [ Existirg AAA ' O .-. — RCM O-- O CO O 1 — a55 • 0, ..m I in Ln cr v l MR 6511 - - - - - - 1.5% ' 15% MI- th — R45 ` 1 — - — — — R4c - - R40 319+00.0f1 1 . _ _ Ron 1 i , , , 1 , . . - . _ 1 . r _ . . . _ RR5 11 _ 66 i l - RRn ROW E�a�(Ctnp 6R0 t— In v It-- I 00 CO 00 R55 o co fl j •lC _ a55 • O 1 •� Ln Lc In cr 1 ^ d` I- : - - H — — 1.5% — , R45 318+75 .00 LHHHH aa5 j — - — - _ A. — — + Eiastirg III I aan �n ,,__ (\I r 17. : .; f R55 I\ O . -I QOIIII,► R55 I I Ln Ln in cr I 106 li--- ---_. CD Co 1j __. --- Rr+n - - T — � �1.55X 1 • estfl - -�-- -- - `�- - 1 = _ - - -- - -- - - - M��� , - - - • agsa45 h _ _ II r 'r 1 + C00 J — — — - �_- Ras I 1 f _ I 'Y I aas —— — — — — — — -- . f + � —. Ran ' '1 i.� 1111111111 Ran R55 i I } I om o� a`� 7? I - - - - - - in in - - � — — — — � i T -- — _ _ R5o I ! 1.5% t �M °0 650 - - - ___- - - -- _ _ - - — � — L • _ — I I— (r ~R45 _ I - N f f I. 645 318+25 .00 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 — 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.3 I 13:33:24 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 110 105 100 95 90 85 80 75 70 65 60 55_ 50 45 40 35 30 25 20 15 10.__ 5 0 5 10 15 20 25. 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 McCollister Boulevard xtension 1 , ; i - McCollister oulevard - • t t s6S 1 • I RR5 RRn 1 I i , 1 WWI Ban I r • --- -- 00- T ,_ r-CQ . - - - .CO RIM R55 Y o In �nm a In NZ.. tz ry (0 I- (O r: tD I ---, -, _. _-^� 1.5% M 1 -_ - - '- ace '- T - - - - - - �- 1 - - RIM 7 ___,...L__________,.... Ras I 1-- —. 1 • ___ R4r+ , 320+J0.00 1 r sR5 + I I• R65 I Exisia - i.1 6Rn ROW r1 - T; } r } 66n 1- - _- - ____'- ,.__.----_. (°CO — -- — - ---- -. __-- - .. :.-.. r�Lcl - OD la -- _-- +-- ---- - ---�� • (.DM r_ - - 41 (o CO LO d- _ 1 _ _ _ - - - �� 1.5% •r W1 t Roc I 1 - - - - 64ri 1 319+75 .00 •. - -- R65 r Ran r r.�_ Ran Ilk ---- --'-- :_--- ---.- - - - �' T--- -T -'--- �C. N * - ---- -- - --r-- --+; -- -- -- --- ---- -- --- --� L !_ ___ •1 -. LnL L.C)� 1 1(O I- (0 c0T - - T _' Cr— - R45 1 - . " -_ - - 1 i _. r "- t 84o _ 3 1 4+5n-r,n I 1 • Ban _ � t - f- -- --- RR5 665_ RRn Rowitt' "e CifOQ_. - 1 IL 65�i ao tJ' • (3,(o LO o(o 555_._ 6� = - -- - -- - - �....�r- - -- _. 0-.. - - - - - - - - - -- — 1.5% ��'1 s45 - - - , R4S-- - �04+✓a Ran 319+25 .00 _ C7tY, Ip�� __- _ Ran__ LL ll 110 105 100 95 90 85 80 75 70 65' 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH l IOWA DOT I DESIGN TEAM AECOM I JOHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.4 1 13:33:26 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 1'0 105 100 8; r 80 r T 70 6 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25-_, 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 j McCollister Boulevard xtension , r : McCollister Boulevard f - L- - t - - + 1 ! _ r r -t- • RR5RR5 f I 1 { 1} RR]RRA , id , , COU (0 j to Rai = _' _� j 1 H- --+---r -ram- — — ! __ - -- - — F — I Ras i bar{ Z - 3 1+06'.{3 0 • • '-- ------- - - __--- ---- -- - _..- �---- ---- la t I r f tRR5 1 1 ' 1 ! + ! 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ARA • /, On O JILT : '�'q�►.. _ _- __. 1.5% (..0 CO (0' _ Mc 650 - - - _ � _ — _ � _ _ - _ _ _ _ - - - T — — — — — elk 1 _ 1.5% t — a �_�_ — — — - L_ ~1—` • — RrCA $a5 PAC 3ZO+25 .00 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 Sr--.0 H 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 �90 95 100 105 1 ,0 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I JOHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.5 I 13:33:28 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 41 45 50 55 60 65 70 75 _130 85 90 95 1QQj5 110 1 1 McCollister Boulevard Extension : _, 111.1L911191 inimms McCollister Boulevard; • 111M11111■N ■■ ■■■■■■■ ■ 11111111111111101111111111 11 ■1 ■■■■■1 1 1■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■N■■■ ■ ■■■■■■ IIMEMMEAMMEMEMEM . . 11111111111111:1111111111111111111111111111111111111111;111 ■ ■■a ■ �! ■■aa ■�� ■■■;%■■■■■■■■1 ■■ ■■ _. !1 ■J uIII■■■■1■■■ ■■■■■■ li ■N■■■■ ■■■■■ ■■\:. 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UHHUUU1UIUUUhII NrUHHUNH 1UUU•UUU ■ ■*--Kommitu wimmtosimmilimmommEmmor -,. ....................................... „--._ OM IN I1UUUU•UUUUUUU ■ UUUUUUIUU MillUUNUU ■III . 321+25 .00 110 105 100 95 90 85 80 75 70 65 60 55 50 45 • 71 • 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I JOHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.6 I 13:33:30 I1/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 jp_ 80 85 90 95 100 105 110. McCollister Boulevard Extension 67D + - { Mc ollister Boulevard j rt 1 67n - jl 665 T t ! T + } I — i e ROWROW� IIMI• 0 �' o — t ice.. _ 1 RRn M CO C) O T .0 h I •_ r — F — .� r�.-. 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Ras 3`t'2+25 .00 1645 _, ' '' 90 85 80 75 70 65 60 55 50 45 40 35 30—25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 -90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I JOHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.7 I 13:33:32 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WD1.DGN 1 I. 1,1 •,. •,I k. �. •. ,• • _.a_. 1 • • •• I ,. 1 :,1 .I •i. 1,1 .. '. J ,____ __._. ■ ■■■■ 1 1 1 _ .+_. i ..... I11V�c of lute leTadxte i n, __ ■■ ■ww■■■_ j c luster oil v. d ■ j- Mir 1■■111 ■ ■ ■■II II IIII I I- ;I : f $7n ARK i 1 �R IIInp Exietttgpoi.d ROW ROW RRn II II II ! k ■ h,im _...—i. ... / _■ NM i •0 I NM •�NO S1 M 6 M _ M ■ in co nm �v 1n �� �� • r - ■ Inr 6 5 a+hS 1=N (D CJ Cf/s co Q. r9 > u c• FA= _ R�' •� 3.0/ ..o% 2S 2.o z.o. ox 2.. . ~2.n o% IIM �■- -- - - - Ir.mm��..,-- 1. �- — — 324+00.QO 11lag" 1 . 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I 323+25 .GO Hi fi45_. PTO 105 100 95 90 8 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 — 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH IOWA DOT I DESIGN TEAM AECOM I J OHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W•8 I I 13:33:34 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DGN Ir 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5. 10 15 20 25_ 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 - T ! _t 'McCollister Boulevard Extension 111111....11.1111111111111111111111111111111111111=1111111111 McCollister Boulevard/ ' ' , i ! IMMM IBIIIII■■■ ■■ __ 1111111111111111111111111111111111111.111111 ; RRR 1111.111111 Pad Exi n9 ■■■■ \ ■ _r MA Exastin9roposed _- .. PMIIIIMIIIIIIIIIIIIIIIIIII ,-.- Temporary : ROW ROW —sass ROM BROW Temporary }} CO ■ sass sass - _ N N � _�- CO ..0.It ! -'� _.I .-•,CO - . 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', '' • 0 5 10 ■ 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 10 $ C ENGLISH IOWA DOT DESIGN TEAM AECOM JOHNSON r PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 10 13:33:38 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 1.0 105 1Q0 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 _ 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 McCollister Boulevard Extension . McCollister Boulevard i - -- .. - __ - -- ----- -_ _. --_ 1 - It - i 4 �, F • _ - - - rI cr3_4. P--I R55 .• • • • j 0Q j00 I RMS. • Ln :--1---T -- - - - - - 1.- - - _ _r._ _ __I & ''''- ' 1w,olt"wii=EMMICIIL--Allre. -.....„_-, ..,__.___........... -... A .— -- _ RAR I ' ' 1 • __ 1 RAC + — T 327+00 .00 4- — •. - Sa T I Sag Ran ; 1 RDM E�astin$ . Temporary RBl1 4 ROW Rfi Raw - r O IO ' up 00 ISO O'o -' R55 ! 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I RRO 00 CO CEO co - O . oVO .. coo - -- __. - ri I �pcoO b lt p •0 v1.5% 3.0% �� 3.0% fl c� T.S. _ t1 coo v c�0 .0% 2.9% `� 'tan _ _ _ _ 2 0% 20X 2.� 2.0% 2.0% 2.07.E r lot 64 _ � IRas • I I 326+25 .00i I 1 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH IOWA DOT DESIGN TEAM AECOM I JOHNSON PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER W. 11 I 13:33:40 11/26/19 F'aa-K P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20.115 10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 8Q_.. 85 90 95 100 105 110 I I McColliter Boulevard Extension -■■■■■■■■■■ ULN■■N.ManiflLUliIII .JL...U..U■N ■■■■■■ ■■ � c olhstcr Boulcva rd :nnnniiuunnuuniuinrn:::u :.■■ e '�■ '�■■Emm ■■■N■■■■■ 1 , ■ ......"..r.,..4.C1111111 r ■ ■■■� ■ 1 _ EN 111 ■111. 1�111/ 1HIHhIIHHHf +- �- 1--__-- plimommift. �- ._- � c miffs. _, ;, _-- ININIMEN11111111111111111MION ■N♦■■�■�■■■■■■ 0 ■ Pad Existing ' ,. 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RRl1 { --- -� - - 0% 2.0X - 1_0% - - 0%2 0% 2.0% �r ��p- - - - - - - J { 645 say 328+25 .00 f 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 21 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 1 A C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I JOHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 13 I 13:33:45 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DGN 110 105 100 95 90 85 80 75 70 65 60 55�50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 2530 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 — i i I 1 McCollister Boulevard Extension ErillialEiriarillillaingiallaillignINIIIMINIME1111111111111 , 1 McCo11 ter Bo 1-vare 111111111111111111 _ ■ M. mmmm ■nimm !!■! i!■illla �i■m.mmmu�lin!■�=i■! aii!!!i■■�■!■! NiN1■iii!!� 11!!11■:■1■�i1N11:1111.:a1111�!!!l111:■:11!l11E1! 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H0NHH111m R55g,il.u. 73D711 _T �M1IMMIN1■■■■■N!!! ■�■ _T^ �IIrnIIIUIIUflHHA ■ ■■ 32 +75 .00 ■■■' IHHIHUHIP1IflflHiUIIflhihffI 111111111 pad ■■I 11 ■■1 ■11 I111121 1111.111TiliaREPOIMMONIPARI•111•• No- - 6'O .� -1- - C 6'�..Ln OC'7 ■ in 0: Ln.' ■■■■!■■■■■,■■■■■■■ ■1EE ■■■■■■■ COO { CO co - - - - - -h - - �N CO- 2.0% 1.9•• w� WN2.07 3.07. 1.5 . 111111111&16:1111 III rum" �_ ��5� - - 3_D7 2_07 2.0% 1.. 0% 0% 6, ..011110NN■■■■■■■■..■.� _ * R■ MILIPIII flUiHHF ■■ 1_ ■■ ■ a'0. • ■■■�1■!■■ , PIN HHHIIHHH 1 ■ii■ ■■■■■■ .,' � ■■■ 1■_ __ ■flNI !� E�astir�roposed ■�,.,_HNNI1NhHHI■■ .. IIIMI •NHRUI 1111 H Pr— M� H N , ROM rROM HI! .m wimmils i _ _. V O �O ■■ In 0 ■ It NO V O o �o En IMAIMIIIMIMMMINIMMIMMI . in - 111•11•1111111...11..1•101111111111111. _ 1■■■' - 1- - _ - t V' CO Ln N' Lc•_� _. ..,.. 2 CD D Q' Ln C' _ - ---- - -- _ tOM O i 650 ■■■■■�� I-5% — —3_.97 2-0%�N 2.0% 1.0% 2.0% 2.2% 0% 2.0% N2.0% - 3.0% 1.5! �.__ +��r - - - - 645 PO ■■■1115511■■■■■■■ l 329 25 00 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 �.20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH IOWA DOT DESIGN TEAM AECOM I JOHNSON PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER W. 14 13:33:47 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 1 0 1•» 1D• ' - •1 8 60 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 0 0 .0 •0 I 5 80 85 99 95 100 105 110 i McCollister Boulevard Extension KILl! R7n ■■ ■■■■ ■■raj' NHNMcCollister boulevard 670 _ _ miNNEN IfiliN.MLJL E�datingropo•sd ' -4imm ■■■■■■ ..wmin-iimmo� ■■■■■■ Pr7"d ' Ends nnp ■■■■■■ � II■.■ lsW rW 1 L ■■■■■■■■■■ 665 29.1IIIII r _ -.. ,.O - Ln 00 ! Lfl! O O -... p0 - '� N O 1_08 HNHHH ■t MAI ■�■■■ ■■■■■■■- ` -- • ( - 1 , �N �' cop b— .. co(--) w - _la IIHNIMHIMIUMIIMMIES No -■■■■.■■■■■■ - s:,.�=■�.OG2.0 __ — IX 0% 2.0••an r 3.0% — — ■■ ■■U■■ ■■ ■a■■■ °Dip11111Milikelli=1011111111111rillailitillimiblailT1111 -■■■■■■■ ■IM�■■■■■� ■■M■M■■■■ I 3C 1+r0 .00 ■■ SUSS V��■■■iiiiiii■■■■ _ SUSS■ ■n ■■■■ 1 ■ ii rrigirAMINIMIIIMIHM•1111110.11_ R70 ■1 ■■■1 ■■■■■■ 1 1 ■■■■ :■■■:� Terwrar' ■ ■■. ■■■■■■■■■■N■■■■■■■■■■■■■ .. 1 ■►11 ■■■I■ 1 ■ 1 ■■■■■■ as ■■■■■■ ■■■■ ■ E,dstini .. 0 1 N••• �►IJ■ Ali; •ii1■ ■■■■■ ■ ■■ ■ 111111 0 .-_ — — — - SUSS■■ ■■ P ' E�dsting ■■■� ■ SUSS■•■ .W �"� — _ _ ■■ o 0 ( ■ ^ ■■U1I!■■V!■■■ Ln p �``rFIIIO ■T ■■■■■■■■■■■■■■■■■■■ -_- SUSS ` .._.__+ - _.. , .....':, T O O - -O ■■■EM■�•7 ■■ ID QO'• LnG.7.0�i�■■■■■■■■■■■■■■■■■■ m---- ---' - =.m.1 5f—_ IQ. S cD N co ■I ■11� � 3.0% 1.5 . 1i1 ■■■■■■■■■■1 ■■N■■■■■■■■■■■■■ —` 0 ' 2.0% 24• 2 0/_ - aL9.tar • R' 3. ., . h\ ��■■■■■■■■ i—r IM 1111111 11 1.11 11 Ras ■■■ ■■■N■■N r ��O ° ■ iiii11 �■ ■ E. �i= --- ---- 111 IIIIIIB r_ t-_ _-' I 330+l5.00 lEn MESS SS■U■■■■ fi ■■S■ ■■ ■N■■Nn■■ ■ SUSS■ � nmn.g'pi.•!jdn. , U■SSSS■■■■■■■■=u ■�■■■■■�■■■■■■■I■■■■■■■■ // ■ 11 11 L ::mu:nr5inmin! _ ■■■N■■ =, I !!H!IiIII1!biu 665 ..._ , P E,dss R:■■ _ ■■ _ ■ ■ ■■■ ■■■■■■■■■ -- sting ..7155 Temporary { le1 655_ ._ cr;:Ira inismihnommummo •— CD— Oo • Ln ■ _— W N N 5 ■■■■ I ■■gjJHHH 20% 2.0% 2.�' 2.0% 2.0% 0% 2.0% 2.0% 3.0% 1 ' ■�SUSS■ i ■NNE■ — J — J -- -DOI plp (2Ip Lnlo ■■■645NNENN=55i■■■■■■■■■■■■ ■■■ — �._■55N5i■N■■■■■■■■■■■■■■■■N■■■■■ + N ■ K1 !ihiiiIii 330 50.00_. ,. _ _ IIIIEIIIIIIIIIIIIIEEIIIIIIIIIIIIIIIIt-- ! ► _- H ■■■ ► . . . ■ ■■S ■■■■■SUS■■ ■SUSS■■■■■ ■■ N■■ ■U■ N ■■ , - .► j : / _ annn.SSUSUSISUUU -� SUSS■■ ■■ ■ ■r, ■ ■■■ � - - , ..w., ,�, npi: n __ __ ___ Proposed Existing •■ 1_ + ■ MilE�dstingropoxd 3 " {• — __ — • ■ ,�, ■ s ■�N ROW ROW Temporery IlaignillIMMEIMPII .W r, ROW ■ •■ 1•O OO •■ • ! ■ Op __ ' — O O �O O 00 w `�� �O O ■■ — — aii - N T_ ;-L(7 N _ cc i0 c) Ln _ Lc) i — �`= — ZD cD N 2.0% 2.s co 0 • 0% 2.0% N207. 3.0% coo r�1 co `i ( _ I _ I _ • 2• fi 650 I =�s+.J I' — — — — - - — — _ — — — — — i�i===�m I �Ip SIP, 92I9 vio �m 645 i I 1 1 Ras i : 1 330+25 .00 1 i 1 t 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 y15 10 5 0 5 10 15 20 25 30 35 40 45 50 550 65 70 75 80 85 90 95 ' 1•• ' 1a» 1 0 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM JOHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 15 I 13:33:49 11/26/19 FaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.OGN 110 105 100 95 90 85 80 75 70 65 60 55. 50 45 40 35 30 25 20 1 1 0 5 10 15 m.20 25 30 35 40 45 50 55 60 65 70 75. Bp 85 90 95 100 105 110 I _ `McCollister Boulevard Extension { ■ ■ � � .. 111 R7e . ull I f „ � ill i i McCollister Boulevard s,e 1 ARK IHIIflHI_ L , I,.1 Iiip I ■■ ■ ■■■ ■ - I0, ,I i "" ,, �j RRn - _ RRn POW • Timportry 41 _ • N _port �� ----EM I -t-- Cl N Cl ` '• 0 - - co O M ■ .0 O t •O ('')o - - - - - --- , • • R5R _ (•� T_._ iiiii 11111 1V LQ4 �rCOO 0 CONCDM CD — +�� 3.0% IIM 2.0% 2.0% 0% 1.5. _ / 01. 2.0% 2.t. 3 — RAM II liii—' ■■■■ ■ ■■ + t`O I I ^+n 11011111111111110111111111 I R45 332 00.00 ■■ ■■ IIIIIril.sin :____ ....... , I + ■■■ illi , ' II— ■■ ■■ am AM ■■ImEmimmit. ■■■■■--■■■ , RRS _ _ ■■�■■■■ ii1__ —■■■—■ Prcl)esed � ■■■— ■■■ ■ � Existing . Temporary MR maiRSn er_olinnr _ _ _ CO ■ ■ O ■ I LO ROW • )N V N _._-- -- M In u tP u 1111111■ I :cow — t �0 o%, ar i .o% �� — o I SRnCO co sSe 3 0� � o% z.0 2.D% 2.0% 1.5 lia _ 7-1 f I nags� , -. / f Mill ii-1iI ' 331+75 .00 ' ' I ilk 1 RRR LIHHH __ _■ ■ / 1 �\ RRR Proposed Existing 4 ' 111E=filiastir�roposed meillIIIIIIP'A f-AOW T Mall ._. H. RRe Row ROM I�f1 r M . r- • ■ i in / 0 _, _ - n N L--N—--r- - _. __ A - Q7 _ .r _-- - CO -- - COO - co O _ ..O O•0 ! 01■■ 0•0 '• 00 •Q 6'O '. O� QO __. (MR CDV .-. ! COO ,` 0-0 C•0 C•. 1111,._ . 0'N-• �- 2.0% ir) 2.0% �N3.0% 1.5 .Rye04 0 2 - 0% 0'/. .� Ran It I lc 331+50 .00 II 1111111 HURl RIIIHHIH — ■■ s 16- g7n ■ i - ' KM 1 ROW - - I 1 1. `. _ , - ■ f i am RRe — - - ! P CIll I ■ ng I rl i V ROW ^ROWerh RRe E CO O N — e+ .._.. ... O -ay, • •• • owdO O MN L O �J � O O in L_O•• c `-O I i ARKaaa _ _ _ a:. LCr to^ LOW) 0 OLn O' Ln C' I ; 1 .-� CO ICO n Co�w N CO_ : CD CO2.I% 2.0% 3.0% ✓0 2.0 2 % 2.0% Rye I 650 _� — — II 645 ' It _ _ 645 _. , L . ! 331+25 .00 ' I 1_M i I . 1 1 110 105 100 95 90 85 80 75 70 65 60 155 50 45 40 3 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 8 85 90 95 100 105 110 — C ENGLISH IOWA DOT DESIGN TEAM AECOM I JOHNSON PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 16 13:33:51 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DGN 'r 00 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25_ 30 35 40 45 50 55 60 7 65 70 75 80 85 90 95 100 105 1_0 _ - I I ' McCollister Boulevard Extension . , _ , _, McCollister Boulevard 11 1 1 i iiMina ' ' II • ' . ■■■�■■■■■■■ ■■■■■■• ■■ � ■• r IIIUIHHIIUIHIUIIIIUHR rt Mr! i 1111 ,, HRHIHhIRiHiRRiHH _ __ 1 uIflllH! 1iiiIiiI 670 ■ 1■ 111■1 ■■1 ■� ►.' ■ - - . 1 III IN -:,, - IM11111111111E11111111111111111111111111111111111111111111111111111111 1111111111111111111111111111 11111111.W1111111111111111111111111111111111111111111111 665 ■■iallaillill 101111111.11 MIIIIMMMIIIMIIIIIIIIIII, •• ■■� _ ■■■■ imillikriiiil I II 6R5 R E -- , ■■� � ��' ■� �d ExistingMI 1 W'I %wow). Ln , IIIII • 1 ROI II • r _ ■■■-■■■■■■■u 1 �_ 3.0• CO2.0%CON 2.0% 2.GC4 2.0% O p 2. % 0% 2.0% N2.0%���3.0% :e> 1.5< — ■ ■■■■■■■ _ 4� ■M�■■■■■■■ O OLn co n o � . ■■■■■ rn p co i m i Ron _ Ill ■1111111111111111 11111111111111•■— ■■■■ 332+55 I 11111 111 � .00 R70 H liii _-- I_ _ fl r 65 1 1■ 1111 I11111 / �� RRn q�C�mil i ■ Proposed Eg ng _■■■■— 11111111111 11111111—� mining— IL _ �■.����11111 ■■ , Lc) ROW ■ ;,__, , p ;- --_ CO 0 ■ , Mu IN ._ N E - --— ■____usIIi►. :: pp .i_ ■■■■■■■■`�`CME _ G O N.O a _ O N �p COO C00 ■ �p ■■ 0 • _ ■■■■■■■■■■■. `- 'y� �� i. - V O -- �L(7�_ 00 �In V O W CO C0� _ 'MIIIIIIIIIIIIIII■- --- -�■■■■■■■■■� s -- - CON CD'1 CO'-" CD N _. , -_ _ _■3.0% �� 2.0% 2. 2.0% 2.0% 0% 2.0% 2.0% 3.0% 5% T_ M■■■■■■■a■I i - . - - - -- - - - - - -'-�= ■■■■■■■■ ■ ■ _, min min - 332+50 .00 ■■■■■■■■■ ` 1111111111111111 1111111111111 . 1 HH "HHAHHULHL=1 HiHHH11U -- <- - {- ,, 1 a711 HflflFUH ■ ■■■■ ■■ ■ ___• i_ ■�■■�� ■ 1■�■■ _._ ._.. j DECc 7 294 RR5 MUM ■■■1 1111111111.1011■ 1 _ MI Proposed Ong ■ ■■■ ■■ ■■■ E,u�Mn$ropossd i I ROW O 'IV C ! MI .1.. ■ �- — I i p Np 0 III('-)O lP0 ��p LSO --.• ._ i 00 NOo --+— - �- --i-�7 stt�tltrt :4,i. 1II - 1111- -co V `T1 C00 — — 0%2.0% cb >lr _1 p('7 CD `-- --_{-_- t=_ —■ 0% CO N 2. / 2.0% N 3.0% 1.5 . 1 T MI 645 EN UIIIRHH nin. Aix 1 i 2+ 5.Q0 110 105 100 95 90 85 80 75 I 65 60 55 50 45 40 35 30 25 20 15 10 5 b 10 15 20 25 30 35 40 45 50— 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I JOHNSON PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER W. 17 13:33:53 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 _5 50 55 60 65 70 75 8Q 85 90 95 100 105 110 i 1 I I 1 f i I McCollister Boulevard Extension MIMEI EEEI ■SEE IIE EEEEEEE EE 7 E , McCollister Boulevard :::u__: nnIn. HHHHHL —iii ■■■MEM■■■■■■■ �■■■■■■■ma■■■■■ _ M■■■F 1.011 IIIMIIIIIIIIIIIHIIIIIHMII IIIIIIIIIIIIIIIIIIJIMIIIIIIII NM■■ ■midi■ 1 1 i. 11 !IIiiiPFinn_ 'IMflhhiflKflhiNit , ■ ■■■ ___ Rm �R 111 _ ROW 1 11111•1■■■Rn Proposed E.an9 �■ ■■R■�■■■■■ M■N P ... 1■■■■■/■■■■ UNU Row - ■ E N ■ o H 1 r.,o cm., ■■■■ /■■■■■M�r � :. co ■ III _*_ ■■■■■ II !\' R. 0 c�N C°'� 2.0G 2.0% 0/ 2.0% N2.0% 3.0% 1.5% NO NO CO I 7 NLn Ras Ras a 00 00 r.1 ,, .......t Ln Mil Ron ■ n ■■- 64n CO ■■■■■ a.�■■■ . ,• f ■■■— ■■ ■ ■■■ 1 s_ 333+25 .00 '- � -t 6ZD = / 'L111111E11 _ f ■■■■■■■■ Ran fi85 ■■.= ■■■■� ' slid _ PAR ■■■■■■■■■ III _ Propoesd E�au s ti- R55 �� o Cr: o . Ilia. 0. LC) o O • r - -- _ _ L' CO - ._. CEO N J.coA.--i o O .� CD(\t / W ill ■,■■■■■ k�Da / _._.... ■■■ 1 ■ ■■■■ �0�- _ -- '� — 2. '� 2.0% —_ 2.0% `07. �.0% 2-i�,�c � — Or- lii — iiiiiiiii ■ 1 - - FR5n ■■■■■■■ + `Ras �■■■■■ C�0 O� 00 O O O LLl O • o 0 0 o Cr^ ■■■■■■■■■■■■■ •��■■ 640 --■■■■■■■■■■■■■■ ■ ¢ tdN ■ en ! 'DI III rAi ......................1 Ran 333+00.00 j I1IIIHIII1 %■■ ■HliIIHfli 111_1 ■ -�I RR5 ■■■� ■n ■ , r_ ■ ■■�� _ •• • • EIII ,in • oc, iUULJOflI O .a 0 _ _._.._. N O • .'C\I ■■ Temporary _ Rcc • IFINIIIIIIIIMmiliffiLE■ �� � I 907: -�/' - 0 r. CD N CO C'') o� __.._ . . _ - . _._ C.. `�teI7 6cn 2.0% 2.0% 0% 2.0% 2.0% 3.0% 1.5% ' -_■■■■■E - - - - — - - - - . - — ~ - -_ ■® ■ • CO• E CO 0 0 0 • R45 N.• ■■ o CO o I R45 1111111 t t t 640 ! flHmN!mHI1IU I Rao (O CO i 332+75 .00 , , 1 1 , : - di 110 105 100 95 90 85 80 ■M'I cL 60 55 50 45 40 35 30 25 20 10 5 0 5 10 15 20 25 30 35 40 -45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM 1 JOHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W W. 18 I 13:33:55 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 1 0 105 100 95 99 89 70 6 60 i 55 :' 4) -I 3•7 20 ' • 5 1) 1 29 3) 41 4 • 55 6) 6� 70 7 89 88 90 100 105 s 1 ,0 I T 1 C I. l Ul p ( I III I M o inter evard xteisi n► 1 HHII 1 Hill Mc'ollliter oulevard j_ HHIIIII5-" 1 IHH ll JI - _ 1_ : , 1 ___ . 1 1 , , . R7o _ min= ILI t fi fi�0 . Immi RRn j �■ _—■■ _ T RRn O AAA — — _. 1 .O•T . Lo-0 fD • 0 0rARA \tom= n rm• -._ 3. I4M 2.0%o 2.0% 2.0 20% 2.]% c0N . 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III 00 L . 110 105 100 95 90 85 80 75 70 65 60 55 50 45 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 1_0 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I JOHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 19 I 13:33:57 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01-DGN 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 • 5 10 15 20 25 _ 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 _ McClliter Boulevard Extension___•••••uuuu•••u•u•u•u•uuuu , HN■■■■■mu■■■u•••ii•■■■■■■�� •■■■■ McCollister Boulevard ■■■■■■■■■■■■■■■■■■■■■■ ■■ ■■H ■■■■■■ ■ ■ ■■ ■ ■ H■■■■■ ■■■■ ■■■ uuIIIuIIIIIIIIIIuIuIII.IInIIIHIHIIIIIIIHHHIIuHHIIHIIAIIIIIIHIIIIIIIHIIIHII IIIHIHHHHHIHhIIIIIHI1IIHHHHHHHHhIHHHHHHHHHHHhIflHHHH�► , UHhIIIII1IIIIII1HIIflhIIIIIIhIIIIIIIIIIIIIHIIHII '� 1 ■ ■■1■ ■ ■■ .•■ ■■ ■ ■ ■■■■■■� ■■ ■ ■■■■■ ■■■ ■■ ■ ■■ .ai ■■■ 111111111111111231111111111111111111173111111111111111 :EMI III iiiiiriipjespiiiiii ■. ■■■■■■■■■■■■■■■■■■aa ■r�,c ■ .; , - - � : -: :,a■■■■■■■■■■■■■■■■■■■■■1M11§ 11■�i■■ N • ■ ■■■■■ ■ ■ ., 111111111ESINEIsimialionprieumeli_mgra ■ ■■ . ■ ■■■ ■■ ■ ■■■■■■■ ■■■ m■r•Rlu[�,n r' .. --,, , 1 ■■ ■ ■■■■ ■1 ■■■1 ■11i� ■ ■. 11••••olumu ■■■■■■■■■■■■■■. , morilmi ■■■■ ■■■■■ ■■■■ ■■ ■■■■■ ■■■■■ ■■II ■■ ■■■■■. 11111E.1.11.1111111.11111111111 ■■■■■■ ■■ ■■■■ ■ ■■■■■■ilia anyrra■■■■■ ■■■■■■■ J ■ ■■a■ ■ ■ IIIIIIHHHhIIHIHHHHHIIlIIIHHhIHhIHIHhIHII. . um • • • HuIHHh,1!j1HI1HHIHIHjU' i am NENENNNENN •••••• moo us Noss ■ ■■■ IIPNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIII 11111111111111111111111111111111111111:911111111111101111111111.111111111111111119111.1 UU UUU■■■::■li11111i " I ■■MiU■i■■■■■■■■■■■■■■■■■■ ■ -. 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NM *" 19 Ran _ i - f MA I Ras { n R75 Temporary —t Proposed T - ! _ P ROW Temporroposed �gt- ROW __— 1 co o ROW R7n 1 0 o i �LO P C v v II No ps • co ARK V CO V CD "" COO •- t9 N CO CO CO•;- _ �)1 I• Ras 1 1. 1.5% 3.0% 2.0% 2.0% 2.f,> --2.0% 2.0% 0% 2.0% 2.07. 3.0% 1.5% RRn ',O (o 00 Co 00 p Mn vLn I-O t-Oiii vLn I Rss J _ m j co cD•-' N L• I :: 350+75d0 mmi t 1_0 ` 105 100 95 90 83 80 70 1 .5 go A 45 40 A A 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I JOHNSON I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.42 I 13:34:45 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DGN 1Q,5 100 95 90 85 80 75 70 1 65 60 55 50 45 40 35 30 25 20T 15 10 5 0 5 T 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 1_0 ' — i McCollister Boulevard Extension ■■ a■■ ■■■ ■■■■■■■ _ I o f _. 1 1 imillinim i McCollister Boulevard IIIr IIIIiNill I 1111 ■1F" , I Ill III , ■■ ��� 1 I A� 1 _ IHNuIlIUIHHII ■■■1iiiiii Proposed . ■■ 1_ _11111111MM■ _ ■ ■■■■11..kill g ._ � T 67R `-- O ('")O r, � -. r O .-'o ■■ N.. 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RR(1- ]umHt___________.____r — — T (_ _.11111111 I RM I _ _ ____ __ A75 I A 675 . _ I t . E:11 • • 332+50. �0 1 MEM' . _ t { _, 4 , RRS i 1 ! I 68c iiall ___7_1___i_ _ ii _r_ ,t1.. , , _i_ _ _ .__ _ c._ _ _ __ ___.... .. _= =__,..= _ ._ ............. . -4 . 6an — _ _ _ 4.-- -1 Ill II_ _ _ _ __ _. it.75 t Iii 67,g I =mom 332+25 .00 UI. IL- IIIFAH RR5 Agin i - - - �_ — . • z- - - -- - - - - -- — — MI 675 __ __ _�- _t77 t I - _ II ,R fi95b I11111 NE 645 I i , WV E • Ilh ' ' msano i - r _ 690 Existing 6R5 RA n — RRg ___,__ ________,_ _ aM I # I — — — 67s I 670 MIN RIM i695-i- 1 1 I - 645 ilcilzo 690 - Temporary , ROW + i R9[] _ - — 1 ROW m 4- _-- _ ,,.1 II - O, M — Temporary 4 , 685 �;o •.cNi _. co oo __.. co t ao �! ROW ! . 685 N O c*) co•N CO O' CO co coOD �,Ln _ _ - _ -- --- CO (D V _..-- I`,CO NCO _ - - -_ -- — 680 1.9% 3.5% $7f N 0 2�CO —.fiL.�_ _3.5Z 3 6% I — — — — — 680 CO �p fi 675I !-- InCO _ -- NI r —. R70 L ; i c i . R7f1 !li 4 I I • 1+50 .00 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 314 20 • 0 5 10 15 20 25—30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH IOWA DOT DESIGN TEAM AECOM I JOHNSON PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER W.56 I 13:35:18 11/26/19 PaarK P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO LDGN Prepared by:Melissa Clow,Public Works,410 E.Washington St.,Iowa City,IA 52240,(319)356-5413 ' Resolution No. 19-304 Resolution setting a public hearing on January 7, 2020 on project manual and estimate of cost for the construction of the McCollister Boulevard — Gilbert Street to Sycamore Street Improvement Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the McCollister Blvd—Gilbert to Sycamore account #S3934. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. A public hearing on the project manual and estimate of cost for the construction of the above-mentioned project is to be held on the 7th day of January, 2020, 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. 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. A copy of the project manual 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 17th day of December , 2019 Ma or p roved b Attest: t a-/ 9 f i`l City lerk City Attorney's Office It was moved by Salih and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Cole x Mims x Salih x Taylor x Teague x Thomas x Throgmorton r` i, fkiedia -1 P I PRESS—CITIZEN MEDIA Mc (),11,0 —130ukz'1" PART OF THE USA TODAY NETWORK CITY CLERK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST This is not an invoice IOWA CITY IA 522401825 #of Affidavits) AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and tha an advertisement, a printed copy of which is attached as Exhibit"A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0003961353 12/26/19 12/26/19 $46.39 Copy of Advertisement ,,,i,,4 Exhibit"A" r Subscribed and sw n to before me by said affiant this 26th day of December, 2019 cita_ otary Public S'`.- 5- 3 Commission expires SHELLY HORA Notary Public State of Wisconsin i 9iFj E a 0 • ar og 10 3p aB5ar '$mym 6 • Km°gm g a4aILq •p R waa" omm 6 m . 5 � n' .a ortpt1 m rg m. — g m .d , Ai i R.e,04 ^ s. 070ti i 5 Err 2a0yp � vo m 0,, y o Ri 5•o83 �� o ' 7: S%- aA R' � W C 1 o b m51R R mg oOO7M� a 'mVg'Roo r gtr, omsEa K CC mm• op$ogg 5bao d ji, nr„,,2 g'" n= ffid F" o m ?Y O� n{ g ym4- 0. 101155. R gam B l' gp �to aom " ma7.OM On y gtr m ( zC A'M7 p 2 iy ma o gg4. 3 112 Ngp,on I. O Ozmg o„:, agg E AR a. irtOg m"Fr] 5 y�yo y g m m C 70 �o nB Ua {{aAooAm°- mg �a'o�o ' °f L0° o°rCc4 m'a � ? $' ^eaK 6io . Lm.n» . 1` 4- N REVISIONS TOTAL w_ 162 I- PROJECT IDENTIFICATION NUMBER Q CDCDN CD OS PROJECT NUMBER N MCCOLLISTER BOULEVARD EXTENSION I-- N- I- p R.O.W.PROJECT NUMBER w J z wo z Z ill �, oLLosTER UJ BOULEVARD EXTENSION O H a w PCC PAVEMENT - GRADE/NEW M Sheets Storm Sewer Sheets INDEX OF SHEETS I M.1 Storm Sewer Tabulations M.2 Storm Sewer Notes 0 No. DESCRIPTION GILBERT STREET TO SYCAMORE STREET M.3 Storm Sewer Details 2 Cr A Sheets Title Sheets IOWA CITY, IOWA M.4 Santitary Sewer Details ' Q A.1 Title Sheet SCALES:As Noted •M.5 - 6 Water Main Details .M.7 Sanitary Sewer Tabulations and Notes B Sheets Typical Cross Sections and DetailsLU M.s Water Main Tabulations and Notes Z 8.1 - 3 Typical Cross Sections and Details This project is covered by U.S.Army Corps of Engineers Permit CEMYR-OD-P-2019-0032 B IOWA .M.9 Utilities Legend and Symbol Information Sheet C Sheets Quantities and General Information M.ie - 15 Utilities Plan & Profile Sheets McCollister Blvd wM C.1 Project Description This project is covered by the love Department of Natural Resources �7 �\ M.16 Water Main Crossings Details X 0M C.1 - 2 Estimated Project Quantities NPDES General Permit No. 2. The contractor shall carry out the terms OI 1�V I ©alb, I I I I .M.17 - 18 Utiliity Profile Sheets - McCollister Blvd W C.2 - 3 Estimate Reference Information and conditions of General Permit No. 2 and the storm water pollution Ll V �JLrc1LLL1 55LLL5]� M.19 Culvert Profile Sheets - McCollister Blvd W C.3 Standard Road Plans prevention plan which is a part of these contract documents. Refer to the Standard Specifications for additional information. 1-800-292-8989 La N Sheets Traffic Signal Sheets C.3 Index of Tabulations _ N.1 Traffic Signal Quantities - McColliister Blvd and Gilbert Q C.4 - 5 Pollution Prevention Plan e= ~� N.2 Traffic Signal Layout - McColliister Blvd and Gilbert W All constriction shall be in accordance with the Iowa Statewide //�� C.5 14 Tabulations (beg. with tab. of incidentals if needed) N.3 Traffic Signal Wiring - McColliister Blvd and Gilbert i..� � Urban Design and Specifications(SODAS)Standard Specifications, g U) D Sheets Mainline Plan and Profile Sheets City of Iowa City Sipplemental Specifications, and Special Provisions, N.4 Street Sign Details U a-1 * D.1 Plan & Profile Legend & Symbol Information Sheet Unless Otherwise specified in these plans. N.5 - 6 Pavement Markings/Signing Sheets - McColliister Blvd * D.2 - 8 Plan & Profiles Sheets - McCollister Blvd P Sheets Fiber and Lighting Detail Sheets C.) E Sheets Side Road Plan and Profile Sheets P.1-6 Lighting and Interconnect Layout Sheets and Notes CL J This project is covered by U.S. Army Corps of Engineers R Sheets Tree Locations * E.1 - 2 Plan & Profile Sheets - Covered Wagon, Armstrong, and Nationwide permit No.14,CEMVR OD P 2019 0032 r.., U Russell , R.1 - 4 Locations for Tree Planting C , EC Sheets Erosion Control Sheets - S Sheets Sidewalk Sheets X *EC.1 -3 Erosion Control Layout Sheets GSrFQ ' p p DICKENSON LN 5.1 Cover Sheet G Sheets Survey Sheets F GON O LLr S.2 - 12 Sidewalk Compliance Sheets T� .� G.1 Reference Ties and Bench Marks c% �� Q L., :::::::,, T Sheets Earthwork Quantity SWggf 1 G.2 - 6 Horizontal Control Tabulations �� CO . .. T.1C - 1D Earthwork Cut/Fill Legend Sh�'6ts�1 �reT.2 - 5 Earthwork Quantity Sheets 1 "''J Sheets Traffic Control and Staging Sheets r ;- r -� R J.1 - 2 Traffic Control Plan a W Sheets Mainline Cross Section-Er; MCC,OtL15jER Q W.1 Cross Sections Legend & SymbEbrmafIon She .,I L Sheets Geometric, Staking and Jointing Sheets N W.2 - 59 McCollister Blvd cross Secti .Z •F' L.1 Jointing - McCollister Blvd. Widening Section (IOWA CITY CORPORATE ITS) �� L.2 Geometric & Staking - McCollister and Covered Wagon BEGIN CO * Color Plan Sheets W L.3 Edge Profiles & Jointing - McCollister and Covered Wagon PROJECT :L.4 Geometric & Staking - McCollister and Armstrong L.5 Edge Profiles & Jointing - McCollister and Armstrong STA. 3 1 6+95 v) •L.6 Geometric & Staking - McCollister and Russell \ L.7 Edge Profiles &Jointing - McCollister and Russell L.8 Geometric - McCollister and Sycamore L.9 Staking - McCollister and Sycamore END ® �L.11 Edge Profiles - McCollister and Sycamore L.1 Jointing - McCollister and Sycamore PROJECT CA Sta. 361+62 FESSIO I hereby certify that this engineering document was prepared INDEX OF SEALS ,��`°Qa°.•••• •.N7�''' by me or under my direct personal supervision and that 1 am SHEET NO. NAME TYPE 4� ••;`. a duly licensed Professional Engineer under the laws of the 'H: LARRY E. :cs _ State of Iowa. •' Z WIELE Z c 444,A.1 Larry E. Wiele Primary Signature Block 13195 in, 01/06/2020 COO -' ;i Signet Data 5 '....... ,. LARHd E. WIE • IOW . Printed or Typal Name a:::'=�::■■ """ ^`"' " My license renewal date is December 31, 20jq mow. N. Pages or sheets covered by this seal: A.1,B.1 3,C.1 14,D.1 8,E.1 2,EC.1-3, milmm■mmpmm■ri ■■■■■■�■■■fir. 9 G.1-6,J.1-2,L.1-11,M.1-19.N.1-6.P.1-6.R.1-4,5.1-12.T.1C-5.W.1-59 allaama■m■ 14 FILE NO. I ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER A.1 I 16:17:04 01/06/20 anthony.hemaRo\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_A01.DGN REVISIONS TOTAL W.- 162 H- PROJECT IDENTIFICATION NUMBER Q m CD Lc) PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION H 0 R.O.W. PROJECT NUMBER w J Z W O 11-4 O7 . Z � ouLisTER OULYAULEVARD EXTENSION LLJ 0 I- „V Q x PCC PAVEMENT - GRADE/NEW M Sheets Storm Sewer Sheets Cr U.1 INDEX-OF__ SHEETS M.1 Storm Sewer Tabulations CD 0GILBERT STREET TO SYCAMORE STREET M.2 Storm Sewer Notes M.3 Storm Sewer -ails No. Of6CRIPTION IOWA CITY, IOWA M.4 Santitary wen Details Q A Sheets Title Sheets A.1 Title Sheet SCALES:As Noted M.5 - 6 Water n Details ' M.7 rani ry Sewer Tabulations and Notes l B Sheets Typical Cross Sections and D iiS 'N.! Wa r Main Tabulations and Notes ZJ B.1 - 3 Typical Cross Sections and Details This project is covered by US.Army Corps of Engineers Permit CEMYR OD P 2019 0032 II.! ilities Legend and Symbol Information Sheet -••� C Sheets Quantities and General Information This IOWA !� 11.1! - 15 Utilities Plan & Profile Sheets McCollister Blvd LUJ c.1 Project Description This project is covered bythe lova Department of Natural Resources �\ /� n M.16 Water Main Crossings Details G1 - 2 Estimated Project Quantities DES General Permit No. The contractor shall carry out the terms OI LV IM ©/A\Ill l 'M.17 - 18 Utiliity Profile Sheets - McCollister Blvd .•• C.2 - 3 Estimate Reference Information and conditions of General Permit No. 2 and the storm water pollution LI�J LLL��� L �\LLL\ 55 M.19 Culvert Profile Sheets - McCollister Blvd WC.3 Standard Road Plans prevention plan which Is a part of these contract documents. Refer N to the Standard Specifications for additional information. 1-800-292-8989 I N She s Traffic Signal Sheets CrC.3 Index of Tabulations aonecall.com �;.,e N Traffic Signal Quantities - McColliister Blvd and Gilbert Q w C.4 - 5 Pollution Prevention Plan N.2 Traffic Signal Layout - McColliister Blvd and Gilbert ^ C.S - 14 Tabulations (beg. with tab. of incidentals if needed) All construction shall be in accordance with the Iowa Statewide L.L -'�� Urban Design and Specifications MIDAS)Standard Specifications, N.3 Traffic Signal Wiring - McColliister Blvd and Gilbert D Sheets Mainline Plan and Profile Sheets City of Iowa City Supplemental Specifications, and Special Provisions, N.♦ Street Sign Details Ua-4 * D.1 Plan & Profile Legend & Symbol Information Sheet Unless Otherwise specified in these plans. N.5 - 6 Pavement Markings/Signing Sheets - McColliister Blvd J D.2 - 8 Plan & Profiles Sheets - McCollister Blvd P Sheets (Fiber and Lighting Detail Sheets (-3E Sheets Side Road Plan and Profile Sheets P.1-6 I Lighting and Interconnect Layout Sheets and Notes Cl- is project is covered by U.S. Army Corps of Engineers R Sheets Tree Locations 1.. O ` E.1 - 2 Plan & Profile Sheets - Covered Wagon, Armstrong, and Nationwide pe •t No.I4,CEMVR-00-P-2019-DO32 R.1 - 4 Locations for Tree Planting U Russell S Sheets Sidewalk Sheets V EC Sheets Erosion Control Sheets /STF �� h DICKELN S.1 Cover Sheet X *EC.1 -3 Erosion Control Layout Sheets R �r lg. p •' Q 5.2 - 12 Sidewalk Compliance Sheets G Sheets Survey Sheets F ' N of w G.1 Reference Ties and Bench Marks Q'i , .(tO ••� ~ h MINGWAY LN T Sheets Earthwork Quantity Sheets G.2 - 6 Horizontal Control Tabulations !�� LC) . �. N re T.1C - 1D Earthwork Cut/Fill Legend Sheets a Q ! T.2 - 5 Earthwork Quantity Sheets J Sheets Traffic Control and Staging Sheets s� LANG ftG AVE 7.1 - 2 Traffic Control Plan 4 '-'� EN9E W Sheets Mainline Cross Sections L Sheets Geometric, Staking and Jointing Sheets MGCplL15TE - W.1 Cross Sections Legend & Symbol Information Sheet R.2 - 59 McCollister Blvd Cross Sections L.1 Jointing - McCollister Blvd. Widening Section (IOWA CITY CORPORATE . .ITS) W L.2 Geometric & Staking - McCollister and Covered Wagon BEGIN Color Plan Sheets L.3 Edge Profiles & Jointing - McCollister and Covered Wagon PROJECT \..'' .L.4 Geometric & Staking - McCollister and Armstrong L.S Edge Profiles & Jointing - McCollister and Armstrong STA. 3 1 6+95 L.6 Geometric & Staking - McCollister and Russell L.7 Edge Profiles & Jointing - McCollister and Russell L.8 Geometric - McCollister and Sycamore L.9 Staking - McCollister and Sycamore END CO L.10 L.11 Edge Profiles - McCollister and Sycamore Jointing - McCollister and Sycamore PROJECT CID Sta. 361+62 FESSIp I hereby certify that this engineering document was prepared ZICa�,.•• .,,N� "'- by me or under my direct personal supervision and that I am �7� Al13 INDEX OF SEALS Q : � SHEET NO. NAME TYPE 'y°• •.'"y` a duly licensed P fessional Engineer under the laws of the LARRY R. t" e State of love. �Id / n A.l Larea . ry E. Wiele Primary Signature Block u; 1349R5 •Z • ,�� Signet Date IELE •••,,,,,, LARRY E. WdN. [o W A' Prtnted or Typed Name """ """ My license renewal date is December 31, 2019 Pages or sheets covered by this seal: A.1,B.1-3,C.1-14,D.1-8,E.1-2,EC.1-3, ® �1111'� G.1-6.J.1-2,L.1-11•M.1-19,N.1-6,P.1-6,R.1-4,S.1-12.T.1C-5,W.1-59 I FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER A.1 I 16:17:04 01/06/20 anthony.hemaAdt60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_AO1.DGN ww RNV 15' +- 40' 45' - 15' Utility 4' 6' 10.5' • 3 ' 13.5' —t- 10' 2'— Utility Easement 12 5' 14' 12 5' • Easement 1.5%--• 4%-. .-4% �1.5% J Proposed 6"Sidewalk Proposed 8"Sidewalk I I 100001 0 Existn Fiberlptic 0 Existing 2-Lane Typical (Just East of Gilbert) Gas/Electric/ Existingg 16" r Fiber Optic/ Water Main 12.5 Driving Lanes 14' Left-Turn Lane Existing omm/Other and Proposed Sidewalks Storm Sewer Sta. 316+95- 319+13 RANRAN15'- 40' 45' -+ 15' Utility 4' 6' I 13' 23' • I 16' 10'—^�2'� Utility sement F.__5.5__15t.___10 ' I y-(III I Easement 7.5% , 4% -�1.5'�5.5' 4% 1.5 Proposed 6'Sidewalk I t-- - r I Proposed 8"Sidewalk I I 1 I L0000i Fiber Orty �Approx.26' Exis ptic0 Existing2-Lane Typical (East of Gas/Electric/tnFibgg er Optic/ yp Gilbert) Comm Existing 16" 10' Driving Lanes w/1.5' Buffer and 5.5' Bike Lanes (Gas,FO and Comm end Water Main at Covered Wagon Road) and Proposed Sidewalk/Shared-Use Paths Existing Sta. 319+13 - 322+35 Sanitary Sewer RAN C RAN • 15' 40' I 45' 15' 4:1 Max Slope UtilityUtility 4:1 Max Slope Easemnt -• 6 Varies I • Varies 10' Easement 17'-27.5' 17'-27.5' 11' rt 1.5% 4%-.StandardCurb �4% «-1.5h �_� Standard Curb Proposed 6"Sidewalk 11 /I1 Proposed 6"Sidewalk I 1 j)55 Minimum/ 4i-; � . . , art iI Proposed City Fiber _. — —— —— -Approx.26' b 12"MODIFIED SUBBASE) Exlstngg o t 12"MODIFIED SUBBASE Gas/ElectriGFlber Optic/ Proposed 16" g'P.C.CONCRETE PAVEMENT Cg•P.C.CONCRETE PAVEMENT -- Comm Water Main -- -- (Gas,FO and Comm end 12"SUBGRADE PREPARATION at Covered Wagon Road) 6'Subdrain —6'Subdrain Pavement Widening With 6"Standard Curb 11'Driving Lanes w/1.5'Buffer and 5'Bike Lanes Existing and Proposed Sidewalk/Shared-Use Paths Sanitary Sewer Sta.322+35.50-324+36.37 ***See L-Sheets for Raised Median Callouts ROW ROW Construction 100' 1'-"- "�6' 8' 7.5'---•-I I —7.5' 4' 10' -�1' 10'-20' Proposed Future -�6.5' •'• 11' 10' l , 11' 6.5'�- Future Proposed 8"Sidewalk 10'-20' 6'Sidewalk Parking Bicycle Traffic `I Traffic Bicycle Parking Lane Lane Lane Lane Lane Lane T�� Tio. ELT1 `3�1.5%-. 6 3'- Standard Curb GRADE 2% 2%-. PROFILE GRADE) 3` .-1.5%3%-, (PROFILE Standard Curb ,-3% t7 t t((��ii .-2% Li t)i •j3V; t'{f ll`j! Profile Grade+0.62' 3"3 t `` Standard Curb 2/ ill }:tl ,; - — 2"Fiber and Electric Duct --- —.-- -- -— 5.5'Minimurrr� Earth Shoulder Earth Shoulder Profile Grade+0.5' t� f ',.,j�lf^ f}7O7 Finishing L a 1 UL G Finishing Prol»sed 6 {12"MODIFIED SUBBASE) (12'MODIFIED SUBBASE Proposed 1 Storm Sewer Water Main 6"Subdrain— —6"Subdrain e e 9"P.C.CONCRETE PAVEMENT) (9"P.C.CONCRETE PAVEMENT t ' # $ (12"SUBGRADE PREPARATION (12"SUBGRADE PREPARATION Proposed Sanitary Sewer McCollister Boulevard Missing Middle Housing Typical Sta. 324+36.37- 358+36.80 FILE NO. ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER B.1 I 09:00:54 01/06/20 anthony.hemaNkiUSWAT1FP001\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_BOI.DON ROW ROW 100' Construction Match Line A Match Line B 16' 8' - 7.5'-i I-.--7.5' -• 4' 10' 1' Proposed Future 6.5' 11' • • C D 11' 6.5' Future Proposed 8"Sidewalk 6"Sidewalk Parking Bicycle Traffic (4 Traffic Bicycle Parking Lane Lane Lane Lane Lane Lane 1.5%-. 6' 3' (PROFILE GRADE .-2% 2%-+ PROFILE GRADE-) 3` .-1.5% 3% Standard Curb �2/ ` 2/ Standard Curb �3% ��- Profile Grade+0.62' 3 3 11 L Standard Curb/1 L_ �I1 2'Fiber and e =. _ I .`, .y Electric Duct See Table MED_1 - 5.5'Minimurn- Earth Shoulder I I ^ Earth Shoulder Profile Grade+0.5' Finishing 1 I Q r Finishing Proposed b -(12"MODIFIED SUBBASE) (12"MODIFIED SUBBASE} 1 Proposed Storm Sewer Water Main 6"Subdrain- i -6"Subdrain C 9"P.C.CONCRETE PAVEMENT) (9"P.C.CONCRETE PAVEMENT (12"SUBGRADE PREPARATION) I 0........... I (12"SUBGRADE PREPARATION I Proposed Sanitary Sewer Table ML_L I I Table ML_R BEGIN END I See Table MED_2 I BEGIN END STATION STATION I I STATION STATION • 324+36.37 360+13.16 O 0 324+36.37 360+13.16 2.0% 2.0%-. Table MED 1 1 12'I Modified Subase (12"SUBGRADE PREPARATION STATION TO STATION 0 OD Curb Type (Included in Modified Subase Item) Feet Feet See PV-102 i See Table MED_3 I 327+68.00 336+73.30 10 10 6"Standard 342+27.00 352+86.30 10 10 6"Standard Q 11' 358+37.30 360+13.16 4.5 _ 4.5 6"Standard 2.0% 2.0%-. wn:..P2" --0;-..P:.o.•-,- t•v:-a:-r - _ _ 1.0%-. "12 Modified Subase 12"SUBGRADE PREPARATION (Included in Modified Subase Item) I Table MED 4 2_Curb_ I I See Table MED_4 I - Modified Table MED_2 2Garb- 0Curb Type Modified I STATION TO STATION Feet Feet See PV-102 STATION TO STATION O O Curb Type 'E'Joint See PV-102 .-2.0% 2.0% 341+17.00 342+27.00 20'-9' 11'-0' 6"Standard Feet Feet .-1.0% 357+27.30 358+37.30 9.0' 11'-0' 6"Standard 324+35.45 325+45.45 20'-9' 0'-11' 6"StandardIIIE 336+73.30 337+83.30 20'-9' 0'-11' 6"Standard ;�-:a-);•=a•� _a•e3��t� , 352+86.30 353+96.30 20'-9' 0'-11' 6"Standard .-:-_.1.0% __- - (L12"SUBGRADE PREPARATION 12"Modified Subs• - I (Included in Modified Subase Itgm) See Table MED 5 I Table MED_5 Table MED_3 11' O Curb Type E'Joint STATION TO STATION See PV-102 STATION TO STATION O Curb Type .-2.0% 2.0%-,I Feet Feet See PV-102 .-1.0% , , 340+07.00 341+17.00 9.0 6"Standard 356+17.30 357+27.30 9.0 6"Standard 325+45.55 326+55.45 9.0' 6"Standard 337+83.30 338+93.30 9.0' 6"Standard 1 O/ ___ _ - 353+96.30 355+06.30 9.0' 6"Standard (12"SUBGRADE PREPARATION -- 12"Modified Subhs ( (Included in Modified Subase It$m) ,SQL 'h i 10 VIA 01 I See Table MED_6 iv� 1Q !_(Q I 10' 10' I Table MED_6 {�{ 9 7 :1 (4d I L U_ �V' 0101 _1/ 1/ _. STATION TO STATION Cf 1 t 4-" 326+70.40 327+47.50 t>'"ri eR-8' `-'` litii "SSI .TWA 339+08.30 339+92.00 - 7. �-" _1% 1% 355+21.30 356+02.30 3S s a I 12"SUBGRADE PREPARATION 12"Modified Subase 1 (Included in Modified Subase Item) FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER B.2 I 09:00:56 01/06/20 anthony.hemahalhUSWATIFPO01\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_BO1.DGN Match Line l Construction Match Line Future Utility Future Utility Easement RAN R/W Easement 15' I t- 15'-I 1 6' 21'-24' , , 3.5'- 4:jy (I''�" I Varies 3.5', �Varies� (Varie� 6 5 Varies 17' 10' '•1 1 1.5%-. r"-6-1 4% E'Joint .-2% I 2%- E'Joint 3' 1.5% 4:1 1 -4% A Proposed 6"Sidewalk 3°3 `-2 ,+ t x �}., tr./L--.L_ Earth Shoulder Proposed 8"Sidewalk 9/~ Earth Shoulder - Finishin Finishing 1, - . xi o.,- s ".-e.kra:;d�--_ _ 1 9 I 2"Fiber and ° �`��" "�' �" Electric Duct } 2% r _— - .2J ——— 2 6�--__ __ �Sj ` O O 5.5'Minimums �5.5'Minimum -— 4"Colored PCC Raised 1 9"Modified Subbase— —Paved Median Gas/Elect c Proposed V Prop6'S� Q 12"MODIFIED SUBBASE) (12"MODIFIED SUBBASE Propo Sewer Wader Main Water Main O 6"Subdrain— �9"P.C.CONCRETE PAVEMENT 9"P.C.CONCRETE PAVEMENT —6'Subdrain `ram 5' (Minimum) 12"SUBGRADE PREPARATION Proposed 2-Lane Raised Median Typical Roundabout Approach/Departure Sta. 360+13.16 - 361+62 For More Roundabout Approach/Departure Lane Info, Refer to the L-Sheets for Geometry. R=4.5' 0 p - — - — - — R=10.0' R=10.0' I—3' 12"Hole for 3'-^ Sign Post 'f required) • C R=4.5' jok I itk T1.11% 1.0'-- r Slope 1.50% 10' 9 —0- 10:1 R=4.5' f -10' - Slope 1.0'- I :. p I 20' ____71 \\___BRICK RED CAST-IRON CENTERLINE 1.50% 6"Standard Curb L- - - - - - - - C R=10.0' 4 \ 10.- 4 No Curb(1/2"Max) 10' i 12"Hole for ► Sign Post °- r V,M01 1 (if required) -17 1. i la See Detail'A' gRICK RED CAST-IRON eZ :! Wd L— NV EN 1 f Roadway SECTION A-A Surface Roadway MEDIAN REFUGE MEDIAN REFUGE AND BULL NOSE DETAIL A � � 2i'' 1-4— surrace AND BULL NOSE EAST COVERED WAGON FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER 8.3 I 09:00:58 01/06/20 anthony.hemalsiUSWAT1FP001\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_BO1.DGN 100-1D 10-18-05 PROJECT DESCRIPTION This project is the extension of McCollister Boulevard from Gilbert Street to the roundabout at Sycamore Street SE in Iowa City, Iowa. It will also include the construction of sidewalkS and pedestrian ramps from Gilbert Street to Sycamore Street. Extentions of sanitary sewer, water main, and storm sewer are also included. 100-1C 04-17-12 ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) Quantities Item No. Item Code Item Unit Estimated As Built Division 1 1 Division 2 1 Division 3 1 Division 4 1 Division 5 1 Total Division 1 1 Division 2 1 Division 3 1 Division 4 1 Division 5 1 2010 CLEARING AND GRUBBING UNIT 45 _ 45 2 2010 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 37255.0 - T _ 37255.0 3 2010 __BELOW GRADE EXCAVATION (CORE OUT) CY 4000.0 4000.0 4 2010 TOPSOIL, ON-SITE CY 9511.0 9511.0 5 2010 MODIFIED SUBBASE CY 7581.8 _ 7581.8 6 2010 SUBGRADE PREPARATION SY 21250.0 21250.0 7 IDOT 2401 REMOVAL OF STREET LIGHT AND BASE EACH 1 1 L 8 IDOT 2401 REMOVAL OF ROAD CLOSURE BARRICADE EACH 1 1 9 _ IDOT 2507 CLASS E REVETMENT TON 150.0 150.0 L- 10 __ IDOT 2519 FENCE, FIELD LF 2890.9 2890.9 11 IDOT 2519 FIELD FENCE BRACE PANELS EACH 16 16_ 12 IDOT 2519 GATE, FIELD FENCE, 16 FT. EACH 4 4 13 IDOT 2523 LIGHT POLES EACH 9 9 i 14 IDOT 2523 ELECTRICAL CIRCUITS LF 13390.0 13390.0 15 - IDOT 2523 LI-152 CONTROL CABINET EACH 2 I 2 . 16 3010 FLOWABLE MORTAR CY 95.6 r 95.6 17 ^_ 3010 __FLOODED BACKFILL CY 700.0 700.0 !____ --- -- --------- -- -- -- - 18 4010 SANITARY SEWER, GRAVITY MAIN, TRENCHED, PVC TRUSS, 12 IN. LF 1984.0 1984.0 _ 19 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 15 IN. LF 1847.8 i 1847.8 20 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 18 IN. LF 788.0 788.0 21 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 21 IN. LF 97.0 ' 97.0 22 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 24 IN. LF 1002.3 1 1002.3 - 23 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 30 IN. LF 22.0 I 22.0 24 4020 STORM SEWER REMOVAL LF 300.0 300.0 25 4030 PIPE CULVERT, TRENCHED, RCP, CLASS III, 54 IN. LF 336.0 ' _ 336.0 26 4030 APRONS WITH GUARDS, CONCRETE, 24 IN. DIA. EACH 1 1 27 4030 APRONS WITH GUARDS, CONCRETE, 54 IN. DIA. EACH _ 4 _ _ 4 28 4030 FOOTING FOR CONCRETE APRON PIPE EACH 5 3 29 4040 SUBDRAIN, PERFORATED PLASTIC PIPE, 6 IN. DIA. LF 7.687.3 1 7687.3 30 4040 SUBDRAIN OUTLET, 4040.233 EACH 66 66 I 31 5010 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 8 IN. __ LF - 62.0 1 62.0 32 5010 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 16 IN. LF 4098.0 j 4098.0 33 5010 WATER MAIN WITH CASING PIPE, TRENCHED, DUCTILE IRON PIPE I LF 138.0 i_ 138.0 - (DIP), 8 IN. 1 34 5010 WATER MAIN WITH CASING PIPE, JACKED, DUCTILE IRON PIPE LF 88.0 j 88.0 t _ (DIP), 16 IN. -1-_ 35 5010 - FITTINGS BY WEIGHT, DUCTILE IRON LB 2977 2977 36 5010 CONNECTION TO EXISTING WATER MAIN EACH 3 2 37 5020 VALVE, GATE, DIP, 8 IN EACH 4 2 . 38 5021 VALVE, GATE, DIP, 12 IN EACH 1 3 39 5020 - VALVE, BUTTERFLY, DIP, 16 IN EACH _ 29 29 40 -1 5020 _ FIRE HYDRANT ASSEMBLY EACH 13 13 41 5020 FIRE HYDRANT ASSEMBLY REMOVAL EACH 1 3 3 42 6010 MANHOLE, SANITARY SEWER, 6010-301, 48 IN. EACH 7 _ 7 43 6010 MANHOLE, STORM SEWER, 6010-401, 48 IN. EACH 2 2 44 _ 6010 _ INTAKE, 6010-507 EACH 17 17 45 6010 INTAKE, 6010-509 EACH 14 14 46 - 6010 -_INTAKE, 6010-510 _ EACH 2 _ 2 47 6010 _ INTAKE, 6010-513 EACH 1 _ _ 1 48 -y 6010 - MANHOLE, SANITARY SEWER, MINOR ADJUSTMENT EACH 4 _ 4_ _ 49 6010 : SANITARY MANHOLE DROP CONNECTION , EACH 1 1 50 6010 CONNECTION TO EXISTING MANHOLE EACH 1 1 51 6010 16" WATER MAIN REMOVAL LF 1142.0 4 1142.0 52 6010 ___STORM SEWER INTAKE REMOVAL - EACH 6 1 _ 6 53 7010 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, SY 17620.5 17620.5 _ CLASS 3 DURABILITY, 9 IN. _ ' 54 7010 CURB AND GUTTER y_st,,(' 1 ,t {, LF 113.0 113.0 55 7030 -_REMOVAL OF SIDEWALK V:'it V. ;',I+J V j` SY 385.6 ' 385.6 56 7030 SIDEWALK, P.C. CONCRETE, 6 IN. Id 1 J j 1it1i SY 2895.0 r 2895.0 __ 57 7030 SIDEWALK, P.C. CONCRETE, 8 IN. !\ SY 5402.8 ' 5402.8 58 7030 SIDEWALK, P.C. CONCRETE, COLORED, 8 IN ! SY 8.1 8.1 _�59 7030 DETECTABLE WARNINGS, CAST IRON, BRICK RED - •f- !} i u yr p7 '� L- ii 1 i! SF 784 784 60 7040 REMOVAL OF CURB & GUTTER STA 2.20 2.20 61 7040 REMOVAL OF PAVEMENT SY 4085.6 r 4085.6 -_ 62 7040 FULL DEPTH PATCHES, PCC SY 291.1 I 291.1 4.63 8010 TRAFFIC SIGNALS "'' S LS 1.00 I 1.00 64 8010 HANDHOLES AND JUNCTION BOXES , EACH 21 21 65 8020 PAINTED PAVEMENT MARKING, SOLVENT/WATERBORNE STA 447.03 , _ 447.00 66 8020 PAINTED SYMBOLS AND LEGENDS EACH 24 24 67 8030 TEMPORARY TRAFFIC CONTROL LS 1.00 _ _ 1.00 68 8030 PERMANENT ROAD CLOSURE, URBAN, SI-182 EACH 4 4 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.1 I 1/6/2020 4:17:42 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 100-1C 04-17-12 ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) Quantities Item No. Item Code Item Unit Estimated As Built Division 1 1 Division 2 1 Division 3 J Division 4 r Division 5 1 Total Division 1 1 Division 2 1 Division 3 1 Division 4 1 Division 5 69 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 1 ACRE 7.5 7.5 70 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 2 ACRE 4.5 4.5 71 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 5 ACRE 12.0 12.0 _ 72 9030 PLANTS, BY COUNT, WITH WARRANTY EACH 89 89 73 9040 SWPPP MANAGEMENT LS 1.00 _ 1.00 74 9040 TURF REINFORCEMENT MAT, TYPE 2 SQ 130 130 75 9040 ROLLED EROSION CONTROL PRODUCT, TYPE 2C SQ 400 400 76 9040 SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 7751.0 7751.0 77 9040 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 7751.0 7751.0 78 9040 REMOVAL OF SEDIMENT LF 775.1 775.1 79 9040 ROCK CHECK DAM TON 10.0 10.0 80 9040 SILT BASINS EACH 4 4 _ 81 9040 REMOVAL OF SILT BASINS EACH 4 _ _ 4 82 9040 INLET PROTECTION DEVICE, OPEN-THROAT CURB INTAKE SEDIMENT FILTER EACH 33 33 83 9040 MAINTENANCE OF INLET PROTECTION DEVICE EACH 33 33 84 11010 CONSTRUCTION SURVEY LS 1.00 _ ___ 1.00 85 T 11020 MOBILIZATION LS 1.00 1.00 86 PLAN PAVEMENT, PCC, 4 IN. COLORED, STAMPED, MEDIAN AND SPLITTER ISLAND SY 104.6 104.E 100-4A 100-4A 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item No. Item Code Description Item No. Item Code Description 1 2010 CLEARING AND GRUBBING 16-17 3010 FLOWABLE MORTAR Refer to Tabulation 110-17 for additional information. All material shall become the property of the 3010 FLOODED BACKFILL contractor and be properly disposed of. Quantity is for pipe culvert backfill. See Tabulation 104-3 and the M-Sheets for locations and details. 2-4 2010 EXCAVATION, CLASS 10, ROADWAY AND BORROW 18-22 4010 SANITARY SEWER, GRAVITY MAIN, TRENCHED, PVC TRUSS, 12 IN. 2010 BELOW GRADE EXCAVATION (CORE OUT)) 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 15 IN. 2010 TOPSOIL, ON-SITE 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 18 IN. Quantities are for the total excavation for the project. See T-Sheets for additional information. 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 21 IN. Topsoil stripped from the project but not placed as topsoil shall be used as fill material in 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 24 IN. accordance with EW-102, Type "C" Placement. Cut material from template cut may be unsuitable, and 4020 STORM SEWER, TRENCHED, RCP, CLASS III, 30 IN. shall be placed in accordance with EW-102, Type "C" Placement. Quantity includes 17,611 CY of _ Refer to the M-Sheets for locations, tabulations, and notes. contractor supplied borrow. Site soils could become unstable with typical earthwork and construction - _ - ff, traffic, especially after precipitation events. Effective site drainage should be completed early in _ 24 4030 STORM SEWER REMOVAL the contraction sequence to avoid strength/stability issues. Construction traffic over the completed See M-Sheets and Tab 110-14 for locations and details. subgrade should be avoided to the extent practical. The site should be graded to prevent ponding of - _ surface water on the prepared subgrades or in excavations. 25 4020 PIPE CULVERT, TRENCHED, RCP, CLASS III, 54 IN. Refer to the M-Sheets for locations, tabulations, and notes. Any excavation need for the pipe culverts Quantity of Below Grade Excavation (Core Out) is an estimated quantity for unsuitable or unstable is incidental to the item. ----- ------ -- material encountered below the 12 inches of subgrade, as directed by the engineer at the time of - _ - construction. 26-28 4030 APRONS WITH GUARDS, CONCRETE, 24 IN. DIA. - - - — _ 5 2010 MODIFIED SUBBASE _4030 APRONS WITH GUARDS, CONCRETE, 54 IN. DIA. 4030 FOOTING FOR CONCRETE APRON PIPE Shall be 6" under all roadway pavement, 15" under the PCC median. Refer to tabulation 100-24 and 112-5 - Refer to the M-Sheets for locations, tabulations, and notes. for quantity locations. Refer to typicals on B-Sheets. - - - T 29-30 __4.. 4040 SUBDRAIN, PERFORATED PLASTIC PIPE, 6 IN. DIA. 6 -_ 2010 SUBGRADE PREPARATION 4040 SUBDRAIN OUTLET, 4040.233 ___ _ See typical sections in B-Sheets for locations and details. The area includes all paved areas plus 2.0' Refer to Tabulation 104-9 and the B-Sheets for locations and details. on each side. - 31-32 5010 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 8 IN. 7 IDOT 2401 REMOVAL OF STREET LIGHT AND BASE 5.010 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 16 IN. For the removal of the street light on the NW corner of Covered Wagon. � See M-Sheets for locations and details. 8 IDOT 2401 REMOVAL OF ROAD CLOSURE BARRICADE 33-34 5010 WATER MAIN WITH CASING PIPE, TRENCHED, DUCTILE IRON PIPE (DIP), 8 IN. For the removal of the barricade at the end of existing McCollister Blvd. 5010 WATER MAIN WITH CASING PIPE, JACKED, DUCTILE IRON PIPE (DIP), 16 IN. - - - To be used for pipe crossing underneath the culvert, McCollister Blvd, and Sycamore St. Refer to 9 IDOT 2507 CLASS E REVETMENT _ M-Sheets 12-15 for locations. This quantity is to be used for the placement of rip-rap at the end of the 54" culverts. The quantity _ - - was found assuming the area of rip-rap to be 40' long x 35' wide x 2' deep at 105 lbs/cf 0� 35-39 I 55010 FITTINGS 010 FITTINGIOBYTWEIGIT, DUCTTILE ILERIRRON OIN - - - ', �-A 11 t�(J 10-12 IDOT 2519 FENCE, FIELD r� IDOT 2519 FIELD FENCE BRACE PANELS tY}3,3 /\11 1 5020 VALVE, GATE, DIP, 8 IN t } 5021 VALVE, GATE, DIP, 12 IN IDOT 2519 GATE, FIELD FENCE, 16 FT. 5020 VALVE, BUTTERFLY, DIP, 16 IN Refer to D and E Sheets and Tabulation 100-7 for locations and details.To be n laced a ' e P _,b g�t�}� �nt�'_ _ _ Refer to M-Sheets for locations and details. All joints shall be MJ with Joint Restraint Gaskets. The south side of the project with two 16' gates at each side road connection. _; % i __ connection to existing water main shall happen on each end of the proposed McCollister Blvd. roadway - - - _ and the 12" water main at Covered Wagon. 13-15 IDOT 2523 LIGHT POLES _ - _ _ IDOT 2523 ELECTRICAL CIRCUITS 40 5020 FIRE HYDRANT ASSEMBLY IDOT 2523 LI-152 CONTROL CABINET 1.0,1 Refer to M-Sheets for locations and details. All tees and valves shall be included in this item. All See P-Sheets for locations and details. joints shall be MJ with Joint Restraint Gaskets. FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.2 1/6/2020 4:17:42 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SK_MCCOLLISTER_C01.xlsm 100-4A 100-4A 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item No. Item Code Description Item No. Item Code Description 41 5020 FIRE HYDRANT ASSEMBLY REMOVAL 69-70 _ 9010 . SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 1 See M-Sheets and Tab 110-2 for locations and details. 9010 TSEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 2 - - - Refer to EC-Sheets for seeding locations. Seed and fertilize prior to mulching. 42-47 : 4030 MANHOLE, SANITARY SEWER, 6010-301, 48 IN. - - —1 6010 MANHOLE, STORM SEWER, 6010-401, 48 IN. 71 9010 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 5 1t Shall be utilized to temporarily stabilize disturbed areas before permanent hydroseeding is applied or 6010 INTAKE, 6010-507 6010 INTAKE, 6010-509 if disturbed area needs to be stablized outside of seeding dates. See the EC- Sheets for seeding J 6010 INTAKE, 6010-510 locations. 6010 INTAKE, 6010-513 - - - Refer to M-Sheets for locations and details. Bolt down lids shall not be used on this project. 72 9030 PLANTS, BY COUNT, WITH WARRANTY - - See R-Sheets for locations and details. Contractor shall submit a schedule of unit prices for each size 48 6010 MANHOLE, SANITARY SEWER, MINOR ADJUSTMENT and variety of tree specified in the contract documents. Contractor is responsible for all watering See Tab 104-10 for locations and details. All existing manholes shall need external chimney seals. costs. 49 6010 SANITARY MANHOLE DROP CONNECTION 73 _ 9040 SWPPP MANAGEMENT See M-Sheets and City of Iowa City detail 6010.307 for details. To be used for the connection of propsed - sanitary sewer to existing sanitary manhole on west end. - - -- - - - 74-75 9040 TURF REINFORCEMENT MAT, TYPE 2 50 6010 CONNECTION TO EXISTING MANHOLE 9040 ROLLED EROSION CONTROL PRODUCT, TYPE 2C This item is for the connection of new storm sewer to the existing storm sewer on the west end of the Refer to Tabulation 100-22 and the EC-Sheets for locations. proposed McCollister Blvd. See M-Sheets for locations and details. -- ____ _ 76 9040 SILT FENCE OR SILT FENCE FOR DITCH CHECKS 51 6010 16" WATER MAIN REMOVAL Refer to Tabulation 100-17 and 100-18 and the EC-Sheets for locations. Removal is from the existing watermain at the end of the proposed widening to the end of existing _ - - - McCollister Blvd. See M-Sheets for details and locations. 77 9040 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS - - _ Refer to the EC-Sheets. This shall include removal of sediment from silt fence. 52 6010 STORM SEWER INTAKE REMOVAL - - See M-Sheets and Tab 110-2 for locations and details. 78 9040 REMOVAL OF SEDIMENT - - - This item is included for cleanout and repair of the silt fence and silt fence for ditch checks during 53 7010 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. the project. See tabulation 100-17 for details. This quantity is 10% of the total silt fence placed. Quantity is for the paving of McCollister Blvd and all side roads. Refer to typicals on B-Sheets. Refer - - - _ to Standard Road Plan details on construction joints in pavement. Quantity includes all 6-inch standard 79 9040 ROCK CHECK DAM curb and ramped median noses as shown on the typicals. Contract unit price per SY, including all _This item is included as a ditch check for the north channel of the culvert. Assuming a 16' wide ditch, _required joints, shall be considered full compenstation for the construction of pavement. See 5 feet long, and 2 feet tall, it will require approximately 10 tons of erosion stone. See tabulation tabulation 100-24 for details. , 100-32 for location and details. 54 7010 CURB AND GUTTER 80-81 9040 SILT BASINS Refer to D-Sheets and Tab 112-4 for locations and details. 9040 REMOVAL OF SILT BASINS - - Refer to Tabulation 100-14 for details. Shall be constructed according to Iowa DOT Standard Road Plan 55 7030 REMOVAL OF SIDEWALK EW-403 Refer to Tabulation 110-5 for locations. - - - - - 82-83 9040 INLET PROTECTION DEVICE, OPEN-THROAT CURB INTAKE SEDIMENT FILTER 56-58 _ 7030 SIDEWALK, P.C. CONCRETE, 6 IN. 9040 MAINTENANCE OF INLET PROTECTION DEVICE 7030 SIDEWALK, P.C. CONCRETE, 8 IN. Refer to Tabulation 100-11 and 100-36 and the EC-Sheets for locations and details. Removal of filter 7030 SIDEWALK, P.C. CONCRETE, COLORED, 8 IN. and assembly is considered incidental to installation. See typical sections on B-Sheets, S-Sheets, and Tabulation 113-1 for locations and details. The 6' _ - - ____ sidewalk shall be 6" thick and the 10' sidewalk shall be 8" thick. The sidewalk areas between the ADA 84 11010 CONSTRUCTION SURVEY ramps at Gilbert Street shall match the thickness of the adjacent sidewalk and be colored. The - admixture for colored concrete shall be Chromix by Scofield to create an intergrally colored pavement. - _ - - Color shall be C-34 dark grey. 85 11020 MOBILIZATION 59 7030 DETECTABLE WARNINGS, CAST IRON, BRICK RED - - - Refer to Tabulation 113-1 for locations and details. Panels shall be brick red in color. 86 PLAN PAVEMENT, PCC, 4 IN. COLORED, STAMPED, MEDIAN AND SPLITTER ISLAND The median at Sycamore Rondabout shall be colored and stamped to match existing colored pavement. See 60 7040 REMOVAL OF CURB & GUTTER tabulation 112-5 for location and details. Admixture shall be Chromix by Scofield to create an -- _ Refer to Tabulation 110-4 for locations. Quantity is for removal of curb to construct pedestrian ramps integrally colored pavement. Color shall be C-34 dark grey. Contractor may elect to use a new stamp 4_and to tie pavement to roundabout. exactly matching existing pavement, or use the city's stamp by calling the city streets division at - - J - _ 319-356-5181. Contractor is to construct a 6'x6' sample panel demonstrating color, texture, and finish 61 7040 REMOVAL OF PAVEMENT prior to completing median pavement. Cost of sample panel and removal is incidental to this item. Quantity is for the removal of existing McCollister Blvd. See D-Sheets and Tab 110-1 for locations. - - - - I - - - ALL BID ITEMS 62 7040 FULL DEPTH PATCHES, PCC All construction shall be in accordance with the Iowa Statewide Urban Design and Specifications (SUDAS) Refer to Tabulation 102-6C and the D-Sheets for locations and details. Curb and gutter replacement _ _ Standard Specifications, City of Iowa City Supplemental Specifications, and Special Provisions, Unless within a patch area is included in the patching quantities. Removal of pavement is incidental to this Otherwise specified in these plans. item. Match existing curb type. See J-Sheets for patching staging. 63 8010 _ TRAFFIC SIGNALS Refer to N-Sheets for all details, locations, and notes. 64___ 8010 HANDHOLES AND JUNCTION BOXES T Refer to P-Sheets for locations and details. _ M0! '�l ll3 di01 65-66 8020 PAINTED PAVEMENT MARKING, SOLVENT/WATERBORNE )j 3 1 3 A 1 13 8020 PAINTED SYMBOLS AND LEGENDS Refer to Tabulation 108-22 and 108-29 and the N-Sheets for locations and details. BZ :I Fid _ 1! r R7o7 67 8030 TEMPORARY TRAFFIC CONTROL t9 1 j�L Refer to J.1 for details. All safety fence for safety closures as needed is incidental to this item and shall be used according to SUDAS traffic control details. Also includes safety fence installed around t wetland area as shown on D.4. j! - - 68 8030 PERMANENT ROAD CLOSURE, URBAN, SI-182 Refer to Tab 102-4. FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.3 1/6/2020 4:17:42 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 111-25 105-4 10-18-11 10-18-11 INDEX OF TABULATIONS STANDARD ROAD PLANS Tabulation ! Tabulation Title 1 Sheet No. The following Standard Road Plans apply to construction work on this project. Number [ Date 1 Title 100-1C ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) C.1 - C.2 2010.102 SUDAS Designation of Roadway Earthwork Items 100-1D PROJECT DESCRIPTION C.1 3010-101 SUDAS Trench Bedding and Backfill Zones 100-4A ESTIMATE REFERENCE INFORMATION C.2 - C.3 3010-102 SUDAS Rigid Gravity Pipe Trench Bedding 100-7 FENCING C.9 3010-103 SUDAS Flexible Gravity Pipe Trench Bedding 100-14 SILT BASINS C.7 3010-104 SUDAS Pressure Pipe Trench Bedding 100-17 TABULATION OF SILT FENCES C.7 4010.203 SUDAS Sanitary Sewer Cleanout 100-18 TABULATION OF SILT FENCES FOR DITCH CHECKS C.7 4020.212 SUDAS Storm Sewer Pipe Connections 100-22 ROLLED EROSION CONTROL C.7 4030.221 SUDAS RCP Apron Section Footing 100-24 PCC PAVEMENT C.9 4030.222 ' _SUDAS Circular Concrete Aprons 100-32 ROCK CHECK DAM C.7 4030.224 SUDAS Concrete Pipe Apron Guard 100-36 OPEN-THROAT CURB INTAKE SEDIMENT FILTER C.7 4040.231 __ SUDAS Subdrains 102-4 LOCATIONS OF ROAD CLOSURE BARRICADES C.12 4040.232 SUDAS Subdrain Cleanouts 102-6C FULL-DEPTH PATCHES C.10 4040.233 _ __ SUDAS Subdrain Outlets 103-10 TOPSOIL STRIPPING AND PLACEMENT C.7 5010.101 SUDAS Thrust Blocks 104-3 DRAINAGE STRUCTURE BY ROAD CONTRACTOR C.8 5010.102 SUDAS Tracer System 104-9 LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE C.11 5020.201 SUDAS Fire Hydrant Assembly 104-10 ADJUSTMENT OF FIXTURES C.13 6010.301 SUDAS Circular Sanitary Sewer Manhole 105-4 STANDARD ROAD PLANS C.4 6010.306 SUDAS Chimney Seals for Sanitary Sewer Manholes 108-13A SAFETY CLOSURES C.8 6010.401 __SUDAS Circular Storm Sewer Manhole 108-22 PAVEMENT MARKING LINE TYPES C.12 6010.507 _,_ SUDAS Single Open-Throat Intake, Small Box 108-29 PAVEMENT MARKING SYMBOLS AND LEGENDS C.13 6010.509 _ SUDAS Double Open-Throat Curb Intake, Small Box 110-1 REMOVAL OF PAVEMENT C.8 6010.510 SUDAS Double Open-Throat Curb Intake, Large Box 110-2 REMOVAL OF EXISTING STRUCTURES C.13 6010.601 SUDAS Castings for Sanitary Sewer Manholes 110-4 CURB REMOVAL C.8 6010.602 SUDAS Castings for Storm Sewer Manholes 110-5 SIDEWALK REMOVAL C.8 7010.101 SUDAS Joints 110-12A POLLUTION PREVENTION PLAN C.5 - C.6 7010.102 SUDAS PCC Curb Details 110-14 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL C.13 7010.103 SUDAS Manhole Boxouts in PCC Pavement 110-17 CLEARING AND GRUBBING C.8 7010.901 i_ SUDAS PCC Pavement Jointing 112-4 CURBS AND RAISED ISLANDS C.12 7010.904 SUDAS Typical Jointing Layout 112-5 CONCRETE MEDIANS C.10 7010.906 SUDAS Medians 113-1 SIDEWALKS C.10 7030.104 SUDAS Right-of-way Grading 190-51 MATERIALS FOR TYPE 'A' SIGNS C.14 7030.207 _ SUDAS Curb Ramp for Class B or C Sidewalk 190-62 EXISTING SIGNS TO BE REMOVED BY CITY C.14 7030.210 _ SUDAS Detectable Warning Placement 190-66 SUMMARY OF TYPE 'A' SIGNS C.14 7040.101 -, SUDAS Full Depth PCC Patches Less Than or Equal to 15' Long 7040.102 __ SUDAS Full Depth PCC Patches Greater Than 15' Long 8010.101 SUDAS Cabinet Footing Details 8010.102 SUDAS Traffic Signal Pole Foundation 8010.103 SUDAS Conduit and Precast Handholes 8010.105 SUDAS Mast Arm Pole Details 8010.106 SUDAS Pedestal Pole and Pedestrian Post Details 8030.101 SUDAS Temporary Traffic Control General Information 8030.102 SUDAS Work off of Pavement with Minor Encroachment onto Traveled Way 8030.104 SUDAS Lane Closure on Low Volume Street (Self-Regulating) 8030.111 SUDAS Lane Closure at an Intersection 8030.116 SUDAS Street or Road Closure 9030.101 SUDAS Planting Pit 9030.102 SUDAS Tree Staking, Guying, and Wrapping 9040.104 SUDAS Rolled Erosion Control Prodct Installation in Channel 9040.107 SUDAS Rock Check Dam 9040.111 SUDAS Rip Rap for Pipe Outlet into Channel 9040.119 SUDAS Silt Fence EC-104 04-17-18 Turf Reinforced Mat (TRM) EC-602 10-16-18 Open-Throat Curb Intake Sediment Filter EW-102 10-20-15 Allowable Placement of Unsuitable Soil in Embankments EW-403 04-18-17 Temporary Erosion Control Measures LI-152 10-21-14 Control Cabinet (Pad-Mounted) MI-103 10-20-15 Deer Fence and Field Fence Construction PM-110 10-16-18 Line Types PM-111 04-21-15 Symbols and Legends PM-522 10-16-12 Two-Lane Roadway with Left Turn Lanes PR-103 10-21-14 Full Depth PCC Patch with Dowels SI-101 04-19-16 Locations - Type 'A' Signs SI-131 10-18-16 Installation - Type 'A' Signs SI-182 04-19-16 Permanent Road Closure -Urban tV C] ---- _ N _.{(7 i r `a r)-r o N CO FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.4 1/6/2020 4:17:42 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 110-12A 110-12A 10-16-18 10-16-18 POLLUTION PREVENTION PLAN POLLUTION PREVENTION PLAN This project is regulated by the requirements of the Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination needed, based on site conditions. For example, silt fence ditch checks will typically not be installed until the ditch has been System (NPDES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be (NPDES) individual storm water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution documented by fieldbook entries. Prevention Plan (PPP). F. Runoff from this work will flow into proposed storm sewer to unnamed drainage ways ultimately to the Iowa River. This Base PPP includes information on Roles and Responsibilities, Project Site Description, Controls, Maintenance Procedures, Inspection III. CONTROLS Requirements, Non-Storm Water Controls, Potential Sources of Off Right-of-Way Pollution, and Definitions. This plan references other A. The contractor's schedule of erosion control for accomplishment of storm water controls should clearly describe the intended documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as sequence of major activities and for each activity define the control measure and the timing during the construction process that needed per plan revisions or by contract modification, will be readily available for review. the measure will be implemented. B. Preserve vegetation in areas not needed for construction. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from C. Sections 9030 and 9040 of the Iowa SUDAS define requirements to entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and implement erosion and sediment control measures. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a Actual quantities used and installed locations may vary from the Base PPP and amendment of the plan will be documented via source of potential pollution as defined in this PPP. contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any contract items, the work will be paid for as a contract modification. I. ROLES AND RESPONSIBILITES 1. EROSION AND SEDIMENT CONTROLS A. Designer: a. Stabilization Practices 1. Prepares Base PPP included in the project plan. 1) Site plans will ensure that existing vegetation or natural buffers are preserved where attainable and disturbed portions 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. of the site will be stabilized. 3. Is signature authority on the Base PPP. 2) Initialize stabilization of disturbed areas immediately after clearing, grading, excavating, or other earth disturbing B. Contractor: activities have: 1. Signs a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP. All co-permittees a) Permanently ceased on any portion of the site, or are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and b) Temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. conditions of this PPP. 3) Staged 2. Designates a SWPP manager, who has the duties and responsibilities as defined in Specifications g permanent. and/or temporary stabilizing seeding and mulching shall be, C,completed, , 2, the disturbed areas are g g P P completed. Incomplete areas shall be stabilized according to paragraph III, C, 1, a, b above. Section 9040. 4) Permanent and Temporary Stabilization practices to be used for this project are located in the Estimated Project 3. Submits an Erosion Control schedule of work and updates the SWPP according to Specifications Section 9040. Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan. 4. Installs and maintains appropriate controls. This work may be subcontracted. Typical drawings detailing construction of the practices to be used on this project are referenced in the Standard Road 5. Supervises and implements good housekeeping practices. Plans Tabulation (105-4). 6. Conducts joint required inspections of the site with inspection staff. When Contractor is not mobilized on site, 5) Preservation of existing vegetation within right-of-way or easements will act as vegetative buffer strips. Contractor may delegate this responsibility to a trained or certified subcontractor. Contracting Authority also may waive 6) Preservation of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (100-0A, joint inspection requirement durning winter shutdown. In both circumstances, SWPP manager(or trained or certified delegate from 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan. Additional information may be found in Tabulations in the C or T sheets of the plans or is referenced in Standard Specifications the Contractor) is still responsible to review and sign inspection reports. Section 2105. 7. Complies with training and certification requirements of Specifications Section 9040. b. Structural Practices C. Subcontractors: 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the 1. Sign a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP if responsible for discharge of pollutants from exposed areas of the site. Additionally, structural practices may include: silt basins that sediment or erosion controls or involved in land disturbing activities. All co-permittees are legally required under the Clean provide 3600 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdraw water Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. from surface when discharging basins, and controls to direct storm water to vegetated areas. 2. Implement good housekeeping practices. 2) Structural practices to be used for this project are located in the Estimated Project Quantities (100-0A, 100-1A, or D. SWPP Site Manager 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan, as well as all other item 1. Is Project Storm Water Manager. specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be found on 2. Takes actions necessary to ensure compliance with storm water requirements including, where appropriate, issuing stop work the B sheets of the plans or are referenced in the Standard Road Plans Tabulation (105-4). orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit c. Storm Water Management compliance. 1) Measures shall be installed during the construction process to control pollutants in storm water discharges that will 3. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of non-compliance with the storm water occur after construction operations have been completed. This may include velocity dissipation devices at discharge requirements of the Applicable Permit. locations and along length of outfall channel as necessary to provide a non-erosion velocity flow from structure to water 4. Supervises all work necessary to meet storm water requirements at the Project, including work performed by contractors and course. If included with this project, these items are located in the Estimated Project Quantities (100-0A, 100-1A, or subcontractors. 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan, as well as all other item 5. Requires employees, contractors, and subcontractors to take appropriate responsive action to comply with storm water specific Tabulations. Typical drawings detailing construction of the practices to be used on this project are referenced requirements, including requiring any such person to cease or correct a violation of storm water requirements, and to order or in the Standard Road Plans Tabulation. The installation of these devices may be subject to Section 404 of the Clean Water recommend such other actions as necessary to meet storm water requirments. Act. 6. Is familiar with the Project PPP and storm water site map. 2. OTHER CONTROLS 7. Is responsible for monitoring inspection reports on a monthly basis, to a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and determine whether deficiencies identified in inspection reports were adequately and timely addressed, and if not, has the local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental authority and responsibility to direct immediate actions to correct the deficiencies. laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 8. Is the point of contact for the Project for regulatory officials, Inspector, contractors, and subcontractors regarding storm 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. water requirements. 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials tdyt,ing delivery, 9. Is signature authority on Notice of Discontinuation. storage, and use. N E. Inspector: 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stoi piles 0soil and 1. Updates PPP whenever there is a change in design, construction, operation, or maintenance which has a significant effect on the paving. 1 L. ¢ discharge of pollutants from the project. 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, gxcept as u 2. Maintains an up-to-date record that identifies contractors and subcontractors as co-permittees. authorized by a Section 404 permit. ....„-- 3. Makes these plans available to the DNR upon their request. 5) Spill Prevention and Control - Implement chemical spill and leak prevention and response procedur0s4o cor{tain aid" "`" 4. Conducts joint required inspections of the site with the contractor/subcontractor. clean-up spills and prevent material discharges to the storm drain system and waters of the stat8"r-,, -'-1 L 5. Completes an inspection report after each inspection. 6) Concrete Residuals and Washout Wastes - Waste shall not be discharged to a surface water and isrtllowed to aff1ely 6. Is signature authority on storm water inspection reports. affect a water of the state. Designate temporary concrete washout facilities for rinsing out coe2Tetg tri4s. I Provide directions to truck drivers where designated washout facilities are located. Designated7sp.lhput ei4tas slpini be II. PROJECT SITE DESCRIPTION located at least 50 feet away from storm drains, streams or other water bodies. Care should bee,,c to ensure these A. This Pollution Prevention Plan (PPP) is for the construction of McCollister Boulevard from Gilbert Street to Sycamore Street. facilities do not overflow during storm events. -"- B. This PPP covers approximately 17.0 acres with an estimated 12.5 acres being disturbed. The 7) Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurvy may berAoplied on portion of the PPP covered by this contract has 12.5 acres being disturbed. foreslopes or removed from the project. CO C. The PPP is located in an area of Otley-Ladoga and Fayette soil association (Type B-B & B). The estimated weighted average runoff 8) Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all coefficient number for this PPP after completion will be 0.42. environment laws such as proper storage of onside fuels and proper disposal of used engine oil or other fluids on site. D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: Employ washing practices that prevent contamination of surface and ground water from wash water. Wash waters must be 1. Drainage patterns - Plan and Profile sheets and Situation plans. treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 2. Proposed Slopes - Cross Sections. 9) Litter Management - Ensure employees properly dispose of litter. Minimuze exposure of trash if exposure to precipitation 3. Areas of Soil Disturbance - construction limits shown on Plan and Profile sheets and EC Sheets. or storm water would result in a discharge of pollutants. 4. Location of Structural Controls - Tabulations on C sheets. 10) Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off-site. 5. Locations of Non-structural Controls - Tabulations on C sheets. Measures are also to be taken to prevent scour erosion at dewatering discharge point. 6. Locations of Stabilization Practices - generally within construction limits shown on Plan and Profile sheets and EC Sheets. 3. APPROVED STATE OR LOCAL PLANS 7. Surface Waters (including wetlands) - Project Location Map and Plan and Profile sheets. During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. 8. Locations where storm water is discharged - M Sheets. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at E. The base storm water site map is amended by contract modifications and progress payments of completed erosion the time. control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.5 1/6/2020 4:17:43 PM anthony.hemann P:\60579265\900-0AD-GIs\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 110-12A 232-10 10-16-18 04-18-17 POLLUTION PREVENTION PLAN _ EMERALD ASH BORER IV. MAINTENANCE PROCEDURES Any living, dead, cut or fallen material of the ash (Fraxinus The contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including spp.) including trees, nursery stock, logs, firewood, stumps, cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their roots, branches, and composted or uncomposted ash chips can be capacity. freely moved within the yellow areas of the most recent Federal EAB Quarantine & Authorized Transit. V. INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the contractor and the contracting authority at least once every seven calendar days. Storm https://www.aphis.usda.gov/plant_health/plant_pest_info/emerald_ water monitoring inspections will include: ash_b/downloads/eab_quarantine_map.pdf. 1. Date of the inspection. 2. Summary of the scope of the inspection. Obtain appropriate Compliance Agreements from USDA APHIS PPQ prior 3. Name and qualifications of the personnel making the inspection. to moving any of the above listed ash articles to areas outside 5. Review of erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving the yellow zone on the map. waters. 6. Major observations related to the implementation of the PPP. For questions, concerns, and general assistance, contact: 7. Identification of corrective actions required to maintain or modify erosion and sediment control measures. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control USDA APHIS PPQ, Iowa office, 515-414-3295 measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3 calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making the Or corrections less than 72 hours after the inspection is impracticable, it should be documented why it is imparacticable and indicate an estimated date by which the corrections will be made. Iowa Department of Agriculture & Land Stewardship 515-725-1470 VI. NON-STORM WATER DISCHARGES Entomology(&IowaAgriculture.gov This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials. 262-6 This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the 10-18-05 PPP. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION GENERAL UTILITY NOTE Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be All construction shall be in accordance with the Iowa Statewide conveyed and controlled per this PPP. Urban Design and Specifications (SUDAS) Standard Specifications, City of Iowa City Supplemental Specifications, and Special VIII. DEFINITIONS Provisions, unless otherwise specified in these plans. A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items and storm water monitoring inspection reports made by the inspector. C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and bid item postings. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize contaminants from other types of waste or materials. Also called Best Management Practices (BMPs). r., a _ N O cD C— - CC)) > w M rn tV FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.6 1/6/2020 4:17:43 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHI_MCCOLLISTER_C01.xlsm 100-18 100-17 100-14 04-20-10 04-20-10 10-17-17 TABULATION OF SILT FENCES TABULATION OF SILT FENCES SILT BASINS FOR DITCH CHECKS Location Refer to SUDAS 9040 Possible Standard: EW-403 Length ( Refer to SODAS 9040 Remarks , Begin Station End Station Side oundllne Location Length LF a Average Percent Ditch Grade Station Side Remarks 322+35 361+50 RT 4225.0 Includes Culvert Outlet s J LF 331+00 360+00 LT 3300.0 Includes Culvert Inlet p -- --- 334+00 LT 16.0 Y S:j' LL} -- gS11 ?StOrag s 336+00 LT 16.0 Total: 7525.0 l_-' '__- ( t------''"-�r 338+00 LT 16.0 L_ Storage Volume _ _ J i $d51, Length ` 339+00 LT L_ 16.0 I- -T- ---Bas,r Width -I 340+00 LT j 16.0 341+00 LT 16.6 Cross Section View Longitudinal Profile View 343+00 LT 16.0 @__ 345+00 LT 16.0 } 347+00 LT 16.0 * The functional height used in the volume equation is 95% of effective height. Effective height is 3 feet as shown in EW-403. 349+00 LT } 16.0 * Volume equation: (0.5*Length*(Width*Height+Width*(Height-Length*Avg%Slope)) 351+00 LT 1 16.0 Location Bid Items Stormwater Storage Volume Summary 353+00 LT 16.0 Basin Installation Removal Basin Width Basin Length Height Volume* Remarks } No. Station Side Avg. % Slope 355+00 LT } 14.0 EACH EACH FT FT FT CF 357+00 LT 10.0 359+00 LT 10.0 1 336+25.00 LT 1 1 10.0 150.0 2.85 0.5% 3712.5 _ _ 2 337+25.00 LT __ 1 _ 1 10.0 50.0 2.85 1.0% 1300.0 Total: 226.0 3 344+25.00 LT 1 1 10.0 50.0 2.85 1.0% 1300.0 4 345+25.00 LT 1 1 10.0 50.0 2.85 1.0% 1300.0 100-32 100-36 10-16-18 10-16-18 ROCK CHECK DAM OPEN-THROAT CURB INTAKE Possible Standard: EC-302 SEDIMENT FILTER v71 Refer to EC-602 c c Location Installation Maintenance Removal o L t Station Side Remarks EACH EACH EACH D Q, 325+00.00 LT 1.0 1 1 u_= u_= Sloe Length Upstream device or ground 325+00.00 RT 1.0 1 1 326+42.00 LT 1.0 1 1 326+42.00 RT 1.0 1 1 F5:1 B�.l Storage Volum 327+72.50 LT 1.0 1 1 LDitch Width j >- Average Percent Slope 327+69.00 RT 1.0 1 1 332+30.00 LT 1.0 , 1 1 * The functional height used in the volume equation is 90% of effective height. Effective height is 2 feet as shown in EC-302. 332+30.00 RT 1.0 1 1 * Volume equation: 10.5*SDacine*(0,5*H2*FS+DW*H+0.5*H2*BS)1 332+70.00 LT 1.0 1 1 Basin Location Bid Items Stormwater Storage Volume Summary 334+85.00 LT 1.0 1 1 Offset Installation Maintenance Removal Foreslope Backslope Ditch Width Volume* Remarks 334+85.00 RT 1.0 , 1 1 No. Station Side FT LF Each Each FS:1 BS:1 FT Avg. % Slope CF 336+60.00 LT 1.0 1 1 1 346+10.00 LT 180.0 1.0 1 1 3.0 3.0 16.0 3.0% 1251.9 Approximately 10 tons of erosion stone 336+60.00 RT 1.0 1 1 340+15.00 LT 1.0 1 1 340+15.00 RT 1.0 1 1 341+25.00 LT 1.0 1 1 100-22 341+25.00 RT 1.0 r 1 1 Modified 344+95.00 LT 1.0 1 1 ROLLED EROSION CONTROL 346+ RT 1.0 1 1 346+00.00.00 LT 1.0 1 1 Refer to SUDAS 9040 346+00.00 RT 1.0 1 1 Location 347+55.00 LT 1.0 1 1 Turf Reinforcement Mat (TRM) Rolled Erosion Special Ditch L W 347+55.00 RT 1.0 1 1 Begin End Control Type 2C Control Remarks Road Identification Side Type 1 Type 2 Type 3 Type 4 349+75.00 LT 1.0 1 1 Station Station FT FT Squares Squares Squares Squares Squares Squares 349+75.00 RT 1.0 1 1 McCollister 333+40 360+00 2660 15 400 9040.104 352+00.00 LT 1.0 1 1 McCollister Channel 0+00 2+87 287 32 90 North Side Ditch of Culvert 352+00.00 RT 1.0 1 1 McCollister Channel 4+86 6+50 164 24 40 South Side Ditch of Culvert 353+80.00 LT 1.0 1 1 353+80.00 RT 1.0 1 1 Total: 130 400 356+25.00 LT 1.0 1 1 356+25.00 RT 1.0 1 1 358+20.00 LT 1.0 1 1 358+20.00 RT 1.0 1 - FQ7 1 103-10 - 04-18-17 Totals: 33.0 -337 �33 TOPSOIL STRIPPING AND PLACEMENT -`_ ' =': ` i Location Topsoil Stripping Topsoil Placement c-)-‹ 1 Road Identification Dir. of Begin Station End Station Thickness Thickness Remarks c-, "J � Traffic IN IN - rni McCollister Blvd. Both 316+30 361+55 12.0 8.0 See T-Sheets for more information 7) .. ›. N co FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.7 I 1/6/2020 4:17:44 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 110-1 108-13A 04-16-13 08-01-08 REMOVAL OF PAVEMENT SAFETY CLOSURES Refer to Tabulation 102-5 Refer to Iowa SUDAS Specifications Section 8030 * Not a Bid Item Station Closure Type Remarks Road Qty. LHazard Qty. _ Begin End Pavement Area Saw Cut* 317+30.00 1 West End Closure Side Remarks 327+50.00 1 East Covered Wagon Closure Station Station Type 362+00.00 1 East End Closure SY LF 1201+00.00 1 North Covered Wagon Closure 322+35.50 332+54.84 Both PCC 4085.6 65.0 9.5" THICK Total: 4085.6 110-4 110-5 08-01-08 10-20-15 CURB REMOVAL SIDEWALK REMOVAL Begin Not a bid item End Length Station Station Side STA Remarks Begin End Area Saw Cut* Remarks 1102+51.00 1102+61.00 RT 0.2 NW Corner Gilbert Station Station SY _ LF 1103+39.00 1103+49.00 RT 0.3 SW Corner Gilbert 316+09.00 316+29.00 39.4 30.0 _ 1102+51.00 1102+74.00 LT 0.3 NE Corner Gilbert _ 325+82.00 326+93.00 155.9 16.0 1103+27.00 1103+49.00 LT 0.3 SW Corner Gilbert 99+80.00 101+74.00 182.0 20.0 __ 100+08.00 101+06.00 LT 1.1 W. Sycamore St. Curb 101+61 101+76 8.3 10.0 Total: 2.2 Total: 385.6 1 110-17 04-18-17 CLEARING AND GRUBBING Location Trees, Stumps, and Logs and Down Timber Material Diameters All Other Materials Estimated Quantities Station to Station or Herbicide Ref. Loc. Sign to Ref. Loc. Direction Work and Material Type Units Area Remarks g Sign Length Width Application of Travel 3"-6" >6"-9" >9"-12" >12"-15" >15"-18" >18"-24" >24"-30" >30"-36" >36"-42" >42"-48" >48"-60" >60"-72" >72' or Description FT FT Units Acres Each 323+32 EB Trees - Clearing and Grubbing 1 _ _ ;_ __ ' _ * 324+46 WB Trees - Clearingand Grubbing1 T * } _ 326+81 EB Trees - Clearing and Grubbing 1 * I 327+88 EB Trees - Clearing and Grubbing 1 IIIIMIIIIIIIIIIIIIIIII ' 328+07 - I _ EB 1 Trees - Clearing and Grubbing 1 * 328+23 l EB I Trees - Clearing and Grubbing 1 329+50 EB I Trees - Clearing and Grubbing 1 * t 333+01 WB I Trees - Clearing and Grubbing 1 6.7 1. 333+08 _ WB Trees - Clearingand Grubbing _ 1 * N 333+56 _ _ WB Trees - Clearing and Grubbing 1 I 9.4 Pla 333+75 _ WB Trees - Clearing and Grubbing 1 13.5 [ S 332+28 to 333+42 Both _ Field Fence - Clearing 145.0 8.7 -le p _ 361+48 Both [ Field Fence - Clearing 101.4 6.1 ! �, Z--t !111111 - - -- { , -- Totals: 45.0 1 * Trees 6" or le ,shall be incidental i -_ 104-3 Modified �, :: 10-17-17 DRAINAGE STRUCTURE BY ROAD CONTRACTOR ' CI, Length of unclassified pipe calculated is based on using Reinforced Concrete Pipe. * Not a bid item M3 =1 Diameter or equivalent diameter 2 UNCL = Unclassified Pipe CMP Corrugated Metal Pipe RCP = Reinforced Concrete Pipe LCP = Arch or Elliptical Low Clearance Pipe SARC = Steel Arch Pipe Backfill according to DR-101 * * * L O L �L �. * r. O �. O R c ," i� i.+ +t a, .--1 .--1 ,--1 Q u a, R N CO m ■ ;-1 ED '-I "1 N ..i r1 L V O N w c ',„1 CO c '-I L .0 •rl •r1 •,C a 2) > L m O '- 3 V ,o m t' a ++ V a, - •N N t .r1 N L '° Dimensions Skew Dike - ro 0 o v- 0 ^ m Kind a3 . . U o Apron N .0 c' L ' a y a j a, U w o i o L Flow Line Lin. Ft. Ahead Class 3 L o U 0 o '�, L m Location Type V) Of Z ' m E w No. c cc cc o. cc In cc v, cc o o. a, cc cc L '0 Elevations 20* 0 0 0 ,a 0 (0 ,. m m c ' .� Io c a a a IL E "m Pipe L a u oa u ° ° a - c 0 0 n 0 Degrees LL 11 m m m o o m m .� Q o o 0 - In O s 0 J Total Extensions \ Location Top Type (A) (B) (A+B) ACRE IN , LF FT FT IN 1 OUT No. No. No. No. No. No. TypeT No. Type FT Lt. 1 Rt. J Other 1 Other Lt. 1 Rt. Lt. I Rt. Lt. 1 Rt. Lt. Station Elevation CY CY CY CY CY 344+54 DR-601 54 RCP 168 B 2.8 0.08 1 1 Type 3 651.13 650.52 86.2 81.8 35 600.0 47.8 332.0 18.0 350.0** 344+64 DR-601 54 RCP 168 B 2.8 0.08 1 1 Type 3 651.19 650.58 80.4 87.6 35 600.0 47.8 332.0 18.0 350.0** Totals: 1200.0 95.6 700.0 **APRONS TO INCLUDE 4030.201 FOOTING FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.8 1/6/2020 4:17:44 PM anthony.hemann P:\60579265\900-CAD-6IS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 100-24 04-21-15 PCC PAVEMENT C.) c) 1 _J 0 c-,.....„ ‘ ......, 0.,,,, , K,FT.7.. ,-, __________ ________ ___-----_________ _ -----k C-) T-r1 © C T -) 11 © o _ .r - - `��'---- -� Channelized Intersection � r.) �__ I Z - Widen Existing Roadway C-- 1(.1 IroL, I Typical Intersection - - - O Does not include raised island or curb. Refer to tabulation 112-4 -- )---rfor quantities. CL) Channelized Intersection 0Refer to PV-410, PV-411, PV-412, and PV-414. � Ramp or Loop TaperQ Reconstructed Roadway Q Quantity includes Pavement Header. Location Mainline Area (3) O O Total Area By Special Modified Granular Direction Width Length Area O O O (2) (2) O (2) (2) BackfillThickness Backfill Subbase Subbase Remarks Road Identification of Travel Station to Station _ SY FT FT SY SY SY SY SY SY SY SY SY 9 IN 1 9X IN TONS CY SY McCollister EB & WB 322+35.50 324+36.37 17-27.5 200.9 821.9 821.9 342.0 _ EB & WB 324+36.37 326+60.21 55.0 223.8 872.4 ' 207.3 1079.6 482.E McCollister/Covered Wagon `I 326+60.21 327+47.41 VARIES 87.2 740.5 740.5 247.7 McCollister EB 327+47.41 339+08.32 17.5 1160.9 2250.5 ; 219.3 : 2469.8 1073.9 1 WB 327+47.41 339+08.32 17.5 1160.9 2270.9 r 2270.9 1018.9 McCollister/Armstrong 339+08.32 339+91.97 VARIES 83.7 719.2 719.2 256.6 McCollister EB 339+91.97 355+21.30 17.5 1529.3 2997.2 219.4 r 3216.6 1415.7 WB 339+91.97 355+21.30 17.5 1529.3 2952.7 218.6 ' 3171.3 1395.7 -_ McCollister/Russel 355+21.30 356+02.30 VARIES 81.0 702.6 702.6 249.7 McCollister EB 356+02.30 360+53.83 17.5 451.5 877.9 _ _ 877.9 a 358.4 WB 356+02.30 360+13.16 17.5 410.9 798.9 219.4 1 1018.3 431.5 EB 360+53.83 361+73.90 VARIES 120.1 226.4_ 226.41 122.3 WB 360+13.16 361+96.13 VARIES 183.0 305.5 305.5 , 125.7 -______- Total 17620.5 7520.8 - 100-7 10-16-12 FENCING * Bid Item Refer to MI-101, MI-102, MI-103, MI-104, 510-3, and 510-5 Location Chain Link Deer Field _ From To Channel Crossing Side Fence Gate Fence Brace Gate Fence Brace Gate Remarks Station Offset Station Offset Length* No.* Length* Panels* No.* Length* Panels* No.* Length* Type Type Type Type Type LF . EACH LF EACH EACH LF EACH EACH LF 332+28 50.0 , 339+35 50.0 RT 707.7 4 2 16 FT. 339+65 50.0 , 349+07 50.0 RT 973.1 4 349+07 50.0 !_ 355+46 50.0 RT 639.6 4 2 16 FT. 355+77 50.0 , 361+48 50.0 RT 570.5 4 Totals: 2890.9 16 4 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.9 1/6/2020 4:17:44 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 102-6C 10-21-14 FULL-DEPTH PATCHES Refer to SUDAS 7040.101, 7040.102 & PR-103 Location Dimension PCC Patches Subbase Subbase Patch 'EF' Anchor Station Patch With Without HMA Composite Patch Subdrain 'CD' 'CT' Lane Length Width Dowels Dowels C R C Patches HMA Patches w/ 'EF' Joint Joints Joints Joints Lugs Remarks Count or Thickness Removal Milepost PR-103 PR-102 PR-104 PR-140 PR-101 PR-101 or PR-140 PR-101 L, R, or B FT FT IN SY SY SY SY TON SY SY No. No. No. No. No. 1 317+54 Right 18.0 21.7 9.0 44.1 2 317+89 Both 18.0 38.7 9.0 76.4 t i__ 3 318+83 Left 41.0 12.5 9.0 56.8 4 319+33 Right 20.0 8.3 9.0 18.6 5 319+54 Left 21.0 16.7 9.0 38.3 6 320+38 Both - 25.0 20.5 9.0 56.9 Total: 1 291.1 , 113-1 112-5 10-16-18 10-20-15 SIDEWALKS CONCRETE MEDIANS See MI-220 and S Sheets * Bid item Book of Curb F•c• of Sokol/ilk End Type Subbase Backfill Remarks Area* BModified Special Q 0 Station Station SY CY CY 360+58.00 361+36.00 4 inch 74.4 43.4 s 361+48.00 361+62.00 4 inch 30.1 17.6 _ Total: 104.6 61.0 Intersection Quadrant Length O (2) (2) Sidewalk Sidewalk Sidewalk Colored DetectableWarnings Remarks FT FT % #REF! SY SY SY SF McCollister/Gilbert NW 7.0 16 316+29-316+39 McCollister/Gilbert NW 1.8 0 McCollister/Gilbert SW 46.0 32 316+09-316+40 McCollister/Gilbert SW 1.5 0 McCollister/Gilbert NE I 35.8 32 316+99-317+33 McCollister/Gilbert - 1 NE 1 . 2.5 0 McCollister/Gilbert SE 40.3 32 317+00-317+33 McCollister/Gilbert SE 2.3 0 McCollister North ' 848 Varies 6.00 583.5 0 317+33-325+81 McCollister North 80 15.50 10.00 98.6 0 325+81-326+61 McCollister South 703 Varies 10.00 4 t 781.1 0 317+33-324+36 McCollister i South 1 1462 11.50 10.00 L 1573.1 _ 0 324+36-338+98 McCollister/Covered Wagon South ADA 25.7 40 Both Ramps McCollister/Covered Wagon NW 16.0 20 326+61-326+94 McCollister/Covered Wagon NW 36.0 12 McCollister/Covered Wagon NE 35.7 24 327+24-327+61 McCollister/Covered Wagon Median 10 9.00 10.0 40 Refuge Landings McCollister/Covered Wagon Median 10 20.00 22.2 40 Refuge Landings McCollister i North 1139 15.50 6.00 766.9 0 327+61-339+00 McCollister/Armstrong_ NW 1 31.8 24 339+00-339+34 McCollister/Armstrong_ SW 52.4 40 338+98-339+35 Q McCollister/Armstrong NE 39.8 24 339+66-340+13 - 1y McCollister/Armstrong SE 64.1 40 339+65-340+11 Q O McCollister/Armstrong Medians_ 10 9.00 20.0 80 Refuge Landings McCollister North 1500 15.50 5.00 , 981.9 0 340+13-355+13 i i>- = McCollister South 1500 11.50 10.00 1 1695.7 0 340+11-355+11 ....... 1 McCollister/Russell NW 1 31.7 24 355+13-355+46 n --J McCollister/Russell SW_ 49.8_ 40 355+11-355+46 C")McCollister/Russell _ NE 39.7 24 355+78-356+22 ("- �-�q McCollister/Russell SE L 60.9 40 355+78-356+22 `��} j j McCollister/Russell _ Medians 10 9.00 20.0 80 Refuge Landings CD CD McCollister North 510 15.50 6.00 339.6 0 356+22-361+32 - McCollister North _ 95 Varies 8.00 89.2 0 361+55-361+97 •• McCollister _ South 500 11.50 10.00 553.8 0 356+22-361+20 PO McCollister South t 16 Varies 10.00 ; 23.0 361+61-361+77 l.0 McCollister Median 12 12.00 - 15.6 40 Refuge Landing McCollister/Sycamore North 35.7 20 361+32-361+55 McCollister/Sycamore South 66.8 20 361+20-361+61 Sycamore East 15 1 5.00 8.3 0 101+61-101+76 - Totals: 2895.0 5402.8 - 8.1 784 FILE NO. I ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.10 1/6/2020 4:17:45 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 104-9 10-17-17 LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE Refer to Soils Sheets * Not a bid item. Bridge berm quantities assume a trench depth of 24 inches. Location Longitudinal Subdrain (DR-303) Subdrain Outlet Depth Class "A"* Shoulder Backslope Bridge Berm (EW-203 or EW-204) 4040.233 Porous* Crushed Line Road or Lane Remarks Station to Station Side D Backfill No. Identification Size Length Size Length Standard Road Plan Size Length Standard Road Plan Stone Station IN IN FT IN FT and Type IN FT and Type CY CY 1 McCollister 322+35.50 324+97.50 LT 42.0 6.0 268.5 322+35.50 29.8 CAP OR CONNECT TO EXISTING SUBDRAIN 324+97.50 4040.233 CONNECT TO I-218 2 McCollister 325+02.50 326+37.60 LT 42 0 6.0 138.9 J 325+02.50 4040.233 15.4 CONNECT TO I-218 - I _ 326+37.60 ! 4040.233 CONNECT TO I-215 3 McCollister 326+46.40 327+68.00 LT 42.0 6.0 125.0 ? 326+46.40 4040.233 - 13.9 CONNECT TO I-215 4N7 327+68.00 4040.233 CONNECT TO I-213 N_ 4 McCollister 327+77.00 332+25.00 LT 42.0 6.0 454.8 327+77.00 ' 4040.233 50.5 CONNECT TO 1-213 __- C 332+25.00 _ 4040.233 CONNECT TO I-211 '17 .__- __ - _ - S McCollister 332+34.00 332+67.00 LT 42.0 6.0 33.0 - 332+34.00 4040.233 3.7 CONNECT TO I-211 332+67.00 4040.233 CONNECT TO I-211A 6 McCollister 332+72.00 334+81.00 LT 42.0 6.0 208.0 - 332+72.00 4040.233 23.1 CONNECT TO I-211A ? -�I _ 334+81.00 4040.233 CONNECT TO I-209 �7� _ McCollister 334+89.00 336+58.00 LT 42.0 6.0 168.0 _ - _ 334+89.00 4040.233 18.7_ CONNECT TO I-209 336+58.00 4040.233 CONNECT TO I-207 McCollister 336+62.00 340+10.00 L7 42.0 6.0 346.2 336+62.00 4040.233 38.5 CONNECT TO I-207 0 340+10.00 j_ 4040.233 ' CONNECT TO I-204 McCollister 340+20.00 341+20.00 LT 42.0 6.0 99.0 ? 340+20.00 I._ 4040.233 11.0 CONNECT TO I-204 341+20.00 + 4040.233 - CONNECT TO I-201 - > N McCollister - 341+30.00 344+90.00 LT 42.0 6.0 354.2 341+30.00 4040.233 39.4 CONNECT TO 1-201 344+90.00 I 4040.233 CONNECT TO I-117 McCollister 345+00.00 345+97.00 LT 42.0 6.0 96.1 345+00.00 ri. 4040.233 10.7 CONNECT TO 1-117 ' 345+97.00 T 4040.233 CONNECT TO 1-115 McCollister - 346+03.00 347+52.00 LT 42.0 6.0 147.2 346+03.00 1 4040.233 16.4 CONNECT TO I-115 - 347+52.00 r 4040.233 CONNECT TO I-113 McCollister 347+58.00 349+73.00 LT 42.0 6.0 212.2 347+58.00 } 4040.233 23.6 CONNECT TO I-113 349+73.00 4040.233 CONNECT TO I-111 McCollister 349+77.00 351+97.00 LT 42.0 6.0 220.0 349+77.00 4040.233 24.4 CONNECT TO I-111 351+97.00 4040.233 CONNECT TO I-109 McCollister 352+02.00 353+78.00 LT 42.0 6.0 175.0 352+02.00 4040.233 19.4 CONNECT TO Z-109 _ 353+78.00 4040.233 CONNECT TO I-107 McCollister 353+82.00 356+21.00 LT 42.0 6.0 238.0 353+82.00 4040.233 26.4 CONNECT TO I-107 ,___, _ 356+21.00 4040.233 CONNECT TO I-104 McCollister 356+29.00 358+18.00 LT 42.0 6.0 188.1 I 356+29.00 4040.233 20.9 CONNECT TO I-104 __ _ ( 1- 358+18.00 4040.233 CONNECT TO I-101 McCollister 358+22.00 361+94.00 LT 42.0 6.0 383.5 358+22.00 4040.233 42.6 CONNECT TO I-101 361+94.00 CAP OR CONNECT TO EXISTING SUBDRAIN McCollister 322+35.50 324+97.50 LT 42.0 6.0 256.0 1 _ 322+35.50 28.4 CAP OR CONNECT TO EXISTING SUBDRAIN _ ; 324+97.50 4040.233 CONNECT TO I-219 McCollister 325+02.50 326+37.00 LT 42.0 6.0 131.0 325+02.50 4040.233- 14.6 CONNECT TO I-219 ! 326+37.00 ! 4040.233 CONNECT TO I-214 McCollister 326+47.00 327+64.00 LT 42.0 6.0 114.5 i 326+47.00 I 4040.233 12.7 CONNECT TO I-214 327+64.00 ! 4040.233 CONNECT TO I-212 McCollister 327+74.00 332+26.00 LT 42.0 6.0 445.71 327+74.00 _ 4040.233 49.5 CONNECT TO I-212 332+26.00 ! 4040.233 CONNECT TO 1-210 McCollister 332+34.00 334+80.00 LT 42.0 6.0 246.0, 332+34.00 j 4040.233 27.3 CONNECT TO I-210 334+80.00 4040.233_ CONNECT TO I-208 McCollister 334+89.00 - 336+58.00 LT 42.0 6.0 168.0 I 334+89.00 i 4040.233 18.7 CONNECT TO I-208 336+58.00 4040.233 CONNECT TO I-206 McCollister __- 336+62.00 340+11.00 LT 42.0 ' 6.0 350.0_1 336+62.00 4040.233 38.9 CONNECT TO I-206 _ ___ I 340+11.00 4040.233 CONNECT TO I-203 McCollister 340+19.00 341+21.00 LT 42.0 6.0 103.0 340+19.00 4040.233 11.4 _ CONNECT TO I-203 341+21.00 !� 4040.233 t CONNECT TO I-202 McCollister 341+29.00_ 344+91.00 LT 42.0 _ 6.0 367.8 1 341+29.00 4040.233 40.9 CONNECT TO I-202 _ _,_ T 344+91.00 4040.233 CONNECT TO I-116 - _ McCollister 344+99.00 345+98.00 LT 42.0 6.0 100.0 1 344+99.00 4040.233 _11.1_ _ _ _ j CONNECT TO I-116 �, i 345+98.00 4040.233 - CONNECT TO I-114 - _ McCollister 346+02.00_ 347+53.00 LT 42.0 6.0 152.8 346+02.00 4040.233 17.0 CONNECT TO I-114 _ 347+53.00 4040.233 j CONNECT TO I-112 -_ McCollister _ 347+57.00 349+72.00 LT 42.0 6.0 217.8 347+57.00 4040.233 +_- 24.2 CONNECT TO 1-112 _ _ 349+72.00 4040.233 CONNECT TO I-110 McCollister 349+77.00 351+98.00 LT 42.0 6.0 220.0 i 349+77.00 4040.233 24.4 CONNECT TO I-110 -_ j 351+98.00 4040.233 CONNECT TO I-108 McCollister _ 352+03.00_ 353+78.00 LT 42.0 6.0 175.0 ' _ 352+03.00 4040.233 19.4 CONNECT TO I-108 353+78.00 4040.233 CONNECT TO I-106 McCollister 353+82.00 356+20.00 LT 42.0 6.0 238.0 353+82.00 4040.233- 26.4 CONNECT TO I-106 -_ r - _ _ _ 356+20.00 4040.233_I CONNECT TO I-103 McCollister -- 356+29.00-_ 358+17.00 LT 42.0 6.0 188.1 1 I 356+29.00 4040.233_� 20.9 CONNECT TO I-103 358+17.00 4040.233 _ CONNECT TO Z-102 } McCollister - 358+22.00 361+73.00 LT 42.0 6.0 357.9 358+22.00 4040.233 I 39.8 CONNECT TO 1-102 ____--_.__._-_ 361+73.00 CAP OR CONNECT TO EXISTING SUBDRAIN f Totals: -_ 7687.3 4040.233 = 66 854.0 FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.11 1/6/2020 4:17:45 PM anthony.hemann P:\60579265\900-CAD-GI5\02-5HEETS\SHT_MCCOLLISTER_C01.xlsm 108-22 04-16-13 PAVEMENT MARKING LINE TYPES See PM-110 *BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. **NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field. BCY4: Broken Centerline (Yellow) 0 0.25 DCY4: Double Centerline (Yellow) 0 2.00 NPY4: No Passing Zone Line (Yellow) @ 1.25 BLW4: Broken Lane Line (White) 0 0.25 ELW4: Edge Line Right (White) @ 1.00 ELY4: Edge Line Left (Yellow) 0 1.00 CBW6: Crosswalk Bar (White) @ 15.00 SLW2: StopLine (White) (White) 0 6.00 SLW4: Solid Lane Line @ 1.00 LDW8: Lane Drop (White) 0 0.50 CHW8: Channelizing Line (White) (al 2.00 CHY8: Channelizing Line (Yellow) @ 2.00 DLW4: Dotted Line (White) p 0.33 MNY4: Median Nose (Yellow) (d 1.00 Location Length by Line Type Unfactored) Dir. of Side BCY4* DCY4 NPY4** BLW4 ELW4 ELY4 CBW6 SLW2 SLW4 LDW8 CHW8 CHY8 DLW4 MNY4*** Remarks Road ID Station to Station Marking Type Travel LICIR STA STA STA STA STA STA STA STA STA STA STA STA STA STA STA Gilbert 1102+74.00 1103+27.00 Both Waterborne/Solvent Paint x x 1.08 McCollister 316+39.00 316+99.00 Both Waterborne/Solvent Paint x x 1.20 Gilbert 1102+77.00 1103+07.00 NB Waterborne/Solvent Paint , x _ I _ 0.30 _ McCollister 317+24.00 318+49.00 WB Waterborne/Solvent Paint x I 1.25 McCollister _ 318+45.00 319+12.00 BOTH Waterborne/Solvent Paint } x _ 1.34 McCollister _ 317+24.00 322+35.00 EB Waterborne/Solvent Paint x 5.12 McCollister 319+12.00 326+57.00 BOTH Waterborne/Solvent Paint 1 x . 30.80 McCollister 322+35.00 323+36.00 EB Waterborne/Solvent Paint x , 2.00 McCollister 325+46.00 326+56.00 EB Waterborne/Solvent Paint x 1.10 -- McCollister 326+65.00 , 326+65.00 BOTH Waterborne/Solvent Paint x 0.46 McCollister 327+52.00_ 327+52.00 BOTH Waterborne/Solvent Paint x 0.35 McCollister 327+62.00 338+94.00 Both Waterborne/Solvent Paint x 46.77 McCollister 337+84.00 338+94.00 EB Waterborne/Solvent Paint x 2.25 McCollister 338+98.00 338+98.00 BOTH Waterborne/Solvent Paint x ; 0.46 _ McCollister _ 339+97.00 339+97.00 BOTH Waterborne/Solvent Paint x I 0.46 McCollister 340+06.00 355+07.00 BOTH Waterborne/Solvent Paint x 61.97 McCollister 340+06.00 341+16.00 WB - Waterborne/Solvent Paint x 2.25 McCollister_ 353+97.00 355+07.00 EB Waterborne/Solvent Paint x 2.25 McCollister 355+16.00 355+16.00 BOTH 1 Waterborne/Solvent Paint x j 0.46 _ McCollister 356+07.00 356+07.00 BOTH Waterborne/Solvent Paint x 0.46 McCollister 356+16.00 360+14.00 BOTH Waterborne/Solvent Paint x 16.50 McCollister 356+16.00 357+26.00 WB Waterborne/Solvent Paint x 2.25 McCollister 360+14.00 360+58.00 WB _ Waterborne/Solvent Paint x 0.44 McCollister 360+14.00 360+68.00 EB Waterborne/Solvent Paint x _ 0.54 _ McCollister 360+58.00 361+95.00 WB _ Waterborne/Solvent Paint x 1.49 McCollister 360+68.00 361+71.00 EB Waterborne/Solvent Paint x 1.08 McCollister 361+42.00 361+42.00 BOTH Waterborne/Solvent Paint x x x 0.34 McCollister_ 361+59.00 361+68.00 WB Waterborne/Solvent Paint x _ 0.10 McCollister _ 361+61.00 361+65.00 EB _ Waterborne/Solvent Paint x f 0.04 McCollister 100+08.00 _ 100+37.00 SB Waterborne/Solvent Paint 1 x 0.29 McCollister 100+37.00 100+66.00 SB Waterborne/Solvent Paint x 0.29 McCollister Varies Varies BOTH Waterborne/Solvent Paint x 15.25 Include All Raised Median Noses +-. ____ Factored Total: Waterborne/Solvent Paint 10.24 - - 3.00 - 79.05 1.80 2.35 1.16 312.08 22.00 0.10 15.25 - Bid Quantity: Painted Pavement Markings, Waterborne or Solvent-Based - 447.03 112-4 102-4 10-21-14 10-18-11 CURBS AND RAISED ISLANDS LOCATIONS OF ROAD CLOSURE Refer to PV-20, PV-102, and 6000s Detail Series.®Bid Item BARRICADES Island Interior� Curb and Gutter Refer to SI-181 and SI-182. Point No. Station Offset Area 0 Gutter Width Length Oi _ Remarks SY Curb Type FT LF Location WW SI-181 SI-182 1 316+31 36' RT 6" Standard PCC 33.0 33.0 SW Gilbert & McCollister Remarks 2 316+37 44' LT 6" Standard PCC 14.0 14.0 NW Gilbert & McCollister No. 1 Station LF LF No. 3 317+07 36' RT 6" Standard PCC 33.0 33.0 SE Gilbert & McCollister 1 1301+51.00 31.5 1 4 317+07 36' LT 6" Standard PCC 33.0 33.0 NE Gilbert & McCollister 2 1302+49.00 31.5 1 3 1401+51.00 31.5 1 + 113.0 4 1402+49.00 31.5 1 tfM0I `A,1Ia 'M l i i Ally CC :1 Hi L_ tly.tiir r II FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.12 1/6/2020 4:17:46 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 108-29 04-21-15 PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM-111 Location (� Identifoa ication Station SideIlk � 441 t'll. 4 4 `T' 414 T if X A C I L� SCHOOL XING STOP AHEAD ONLY BIKE LANE EXIT Groove Remarks STAW RTAW LTAW CSRW CSLW CSTW CRLW FERW LLRW RLRW RRCW BLSW WCSW WPSB SCLW XNGW STPW AHDW ONLW BIKW LANW XITW EACH McCollister 317+48 LT 1 1 McCollister 317+70 LT 1 McCollister 317+98 LT 1 1 _ McCollister 319+14 RT 1 1 McCollister 325+86 RT 1 _ _ McCollister 326+13 RT _ I 1 McCollister 326+37 RT 1 McCollister 326+38 LT 1 1 McCollister_ 327+66 RT 1 1 _ McCollister 338+77 LT 1 1 McCollister 340+07 RT 1 1_ McCollister 354+90 LT 1 1 McCollister 356+14 RT 1 I 1_ McCollister 359+86 LT 1 1 Total: 8 4 2 8 2 Total: 24 `` t- . -_ 110-14 04-16-13 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL * Not a bid item Length of Pipe Fill Material* Abandonment, Plug Only Sanitary or <_ 36 inch > 36 inch Location/Description Storm Sewer or Abandonment, Plug and Fill diameter diameter Flowable Mortar or CLSM Remarks or Removal _ LF LF CY Covered Wagon Storm Sewer Removal 32 Covered Wagon Storm Sewer Removal 28 Covered Wagon - Storm Sewer Removal 100 Covered Wagon Storm Sewer Removal 50 Covered Wagon __ _ Storm Sewer Removal _ 70 Covered Wagon Storm Sewer Removal _ 20 I Total: 300 104-10 110-2 08-01-08 04-16-13 ADJUSTMENT OF FIXTURES REMOVAL OF EXISTING STRUCTURES Location Location 1 Description 1 Remarks No. Station Type of Fixture Adjustment 325+44 LT FIRE HYDRANT 328+37 LT FIRE HYDRANT 1 327+00 LT Sanitary Manhole From 649.95 to 650.14 332+34 LT FIRE HYDRANT 2 329+44 CL Sanitary Manhole_ From 650.38 to 651.59 326+60 LT STORM INTAKE 3 329+44 RT Sanitary Manhole From 651.76 to 651.18 326+60 RT STORM INTAKE 4 337+11 RT Sanitary Manhole From 654.46 to 654.01 327+70 LT STORM INTAKE { 101 •� ate 'External chimneyseal for all existingmanholes. 332+44 LT STORM INTAKE �1}�-y� 332+44 LT STORM INTAKE 11 t7 j A.L J J 332+44 RT STORM INTAKE CC :I !!d L- UV:- OZEZ .- ° FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.13 1/6/2020 4:17:46 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm 190-51 190-66 MODIFIED 10-21-14 MATERIALS FOR TYPE 'A' SIGNS BY CITY SUMMARY OF TYPE 'A' SIGNS Sign Number Quantity Size Total Sign Area DIR OF SIGN LOCATION PERFORATED SQUARE STEEL TUBE EACH IN SF SIGN NUMBER McCollister Blvd 2 48 X 8 5.3 _ TRAVEL LEG 1 LEG 2 LEG 3 ANCHOR McCollister BLvd> 1 96 X 12 8.0 STATION FT FT FT CONC 1 SOIL ISLIPBASE, Street Name Signs 2 48 X 12 8.0 R3-17 EB 318+40 10 + _ . _ 1 R1-1 1 30 X 30 5.0 R3-17a EB 318+40 SHARE I R1-2 3 48 X 48 X 48 48.0 _ -- R3-17 EB 319+15 9 ! __ 1 R2-1 7 24 X 30 35.0 R4-11 WB 319+15 10 1 R3-17 12 24 X 18 36.0 R3-17 WB 320+00 10 _. 1 R3-17a 2 24 X 8 2.7 R3-17b WB 320+00 SHARE ! R3-17b 2 24 X 8 2.7 R2-1 EB 320+45 12 1 _ • 1 R4-11 2 30 X 30 12.5 R8-3 EB 320+45 SHARE I R4-7 7 24 X 30 35.0 S Gilbert St WB 321+50 12 I 1 R6-4A 4 30 X 24 20.0 W3-3 WB 321+50 SHARE i R6-5P 3 36 X 30 22.5 R4-7 ( EB 323+26 11.5 I 1 R8-3 7 24 X 30 35.0 OM1-2 EB 323+26 SHARE S Gilbert St 1 42 X 8 2.3 R2-1 WB 325+00 12 _ 1 Sycamore St SE 1 54 X 8 3.0 R8-3 WB 325+00 SHARE Sycamore St SE> 2 96 X 12 16.0 D11-1 & M6-3 EB -Y 325+75 9.75 1 W13-1 1 18 X 18 2.3 D11-1 & M6-2R WB 326+10 9.75 1 OM1-2 7 18 X 18 15.8 D11-1 & M6-7L EB 326+32 9.75 I 1 W2-6 1 36 X 36 9.0 R3-17 _ WB _326+55 9.75 1 W3-3 r 1 36 X 36 9.0 D11-1 & M6-1R _ EB 326+55 SHARE { D11-1 10 24 X 18 30.0 D11-1 & M6-1L NB 326+65 9.75 , 1 M6-X 10 12 X 9 7.5 R4-7 EB _ 323+26 11.5 { 1 - OM1-2 EB 323+26 SHARE _ TOTAL 370.5 D11-1 & M6-7R WB 326+95 9.75 I 1 4 R4-7 EB _ 323+26 11.5 i 1 OM1-2 EB __ 323+26 SHARE R1-1 & Street Names SB _ 326+90 13 t 1 190-62 R3-17 EB 327+65 9 1 10-15-13 R2-1 EB 329+00 12 • 1 R8-3 1_EB 329+00 SHARE ' T EXISTING SIGNS TO BE REMOVED BY CITY R2-1 WB 337+50 12 r 1 R8-3 _ WB 337+50 SHARE ' SUPPORT R3-17 WB 338+90 9 7 _. 1 TYPE 'A' TYPE 'B' REMOVE & REINSTALL ' CONCRETE STRUCTURE R4-7 WB 339+10 11.5 1 APPLICABLE SIGN SIGN EXISTING SIGNS FOUNDATION & SIGN NUMBER OR LOCATION DIRECTION OM1-2 _WB 339+10 SHARE ASSEMBLY ASSEMBLY SIGNING REMARKS R4-7 EB 339+90 11.5 1 DESCRIPTION STATION OF TRAVEL TYPE 'A' TYPE 'B' FOUNDATION OM1-2 EB _ _339+90 SHARE { - RA RB RR RR RF RS NOTES R3-17 EB 340+15 9 1 R2-1 WB 341+50 12 1 EACH EACH EACH EACH EACH EACH R8-3 WB 341+50 SHARE I No Outlet (W14-2) 317+57 EB 1 R2-1 EB 353+50 12 I 1 Street Names 326+90 WB 1 R8-3 EB _ 353+50 SHARE r OM4-2 Object Marker 332+55 EB 3 R3-17 WB _355+00 9 i 1 R4-7 _ WB _ 355+25 11.5 F 1_ OM1-2 WB 355+25 SHARE R4-7 EB _ 356+00 11.5 ' _ _ 1 OM1-2 EB _ 356+00 SHARE R3-17 EB 356+30 9 1 W2-6 EB _ 358+60 12.5 i 1 Sycamore St SE EB 358+60 SHARE 1 W13-1 EB 358+60 SHARE i R3-17 EB 359+00 10 1 R3-17b EB _ 359+00 SHARE ___ R2-1 WB 359+50 12 1 R8-3 WB 359+50 SHARE : R3-17 WB 360+00 9 1 R4-11 EB 360+10 10 1 R3-17 WB 360+75 10 1 R3-17a WB 360+75 SHARE i _ _ D11-1 & M6-7L EB 361+00 9.75 1 D11-1 & M6-1R _ NB 361+42 9.75 ' 1 R1-2 EB 361+60 13.5 ' 1_ CUSTOM EB 361+60 SHARE D11-1 & M6-1R __ 50 361+72 9.75 L 1 D11-1 & M6-7R WB 361+75 9.75 - 1 McCollister BLVD NB 98+00 SHARE EXISTING I R1-2 SB 99+60 13.5 1 _ ^ } (�fi CUSTOM -5B 99+60 SHARE VMOI ,��'J t v``. Sycamore St SE> SB 99+67 8.5 _- 8.5 2__ I1fl�1�1 A1l3 R6-4A _SB 100+75 9.5 9.5 _ 2 1�C7 7 J R6-4A NB 100+30 9.5 9.5 2_ R6-4A _ EB 100+30 9.5 9.5 _ 2__ (� t R6-4A WB 100+75 9.5 9.5 2 �£ ii� I- N f RR Sycamore St SE> NB 101+17 8.5 8.5 _ i 2 R1-2 SB 101+25 10.5 1 CUSTOM SB 101+25 SHARE McCollister Blvd> SB 100+58 8.5 8.5 2 McCollister BLVD SB 103+55 SHARE EXISTING i •� LL 523.5 63.5 57 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER C.14 1/6/2020 4:17:47 PM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_C01.xlsm SURVEY SYMBOLS UTILITY LEGEND PLAN VIEW COLOR LEGEND OF PLAN AND PROFILE SHEETS LINEWORK Design Color No. • FHD Fire Hydrants TLNR Tree Line Right Green (2) Existing Topographic Features and Labels TVP TV Pedestal FW Wire Fence Blue (1) Proposed Alignment, Stationing, Tic Marks, and Alignment Annotation FLG Flag Poles FWD Wood Fence Magenta (5) =M Existing Utilities BB Billboard TDL Trafic Detection Loop SHADING Design Color No. SI Sign HDG Hedge Row Yel low (4) MIMI Highlight for Critical Notes or Features Red (3) V///.1 Delineates Restricted Areas MM Mile Marker Post D Centerline Draw or Stream(Down) Lavender (9) Temporary Pavement Shading INB Storm Sewer Beehive Intake RET Retaining Walls Gray, Light (48) Proposed Pavement Shading • TEV Evergeen Tree Gray, Med (80) Proposed Granular Shading Gray, Dark (112) Minil Proposed Grade and Pave Shading "In conjunction with a paving project" TDC Tree Deciduous Brown, Light (236) Grading Shading TFR Tree Fruit Tan (8) Proposed Sidewalk Shading SHR Shrub Blue, Light (230) Proposed Sidewalk Landing Shading Pink (11) Proposed Sidewalk Ramp Shading • PPA Power Pole Co.1 IN StormSewerintake PROFILE VIEW COLOR LEGEND OF PLAN AND PROFILE SHEETS • MH Utility Access(Manhole) LINEWORK Design Color No. • TSG Traffic Signal Green (2) 11.1.Existing Ground Line Profi le OUT Tile Outlet Blue (1) Proposed Profile and Annotation Magenta (5) MEM Existing Utilities • TSL Traffic Signal and Luminare Blue, Light (230) E Proposed Ditch Grades, Left St Speed Limit Sign Black (0) Proposed Ditch Grades, Median • GP Guard Post(Less Than 4 Posts) Rust (14) Proposed Ditch Grades, Right MIS Miscellaneous Reference Point RIGHT—OF—WAY LEGEND TPD Telephone Pedestal — — Survey Line Station GV Gas Valve A Section Corner A Proposed Right-of-Way EB Electrical Box A Existing Right of Way - - - —--— - - — Ground Line Intercept UB Utility Box Existing and Proposed Right-of-Way WV Water Valve /6\ Easement and Existing Right-of-Way • PR Electic Riser Pole Guardrai I 0 Easement (Temporary) LUM Luminaire Trench Drain 0Easement CUL Culvert H1ghTenslon Cable A Access Control LIN Miscellaneous Line Guardrai I D 14 Property Line TIL Tile Line Sheet Pile GDL Guard Rail Steel Pavement ►;•;•:•;•;•�4 Clearing & UTILITY CONTACTS \�\ Removal :.:a:•:+:••:4; Grubbing Area - - ROC Rock Outcropping BLD Building or Foundation NAME TYPE LINE CODE CONTACT EMAIL ADDRESS CITY STATE ZIP PHONE tr CON Concrete or A/C Slab Iowa City Water Water W Kevin Slutts kevin.slutts@iowa-city.org 410 E.Washington Street Iowa City IA 52240 319-356-5162 Mid American Energy-Gas Gas G Carson Hemphill crhemphill@midamerican.com 1630 Lower Muscatine Rd Iowa City IA 52240 319-360-3956 CU Back of Curb Mid American Energy-Electrical Electrical El Jason Warren jlwarren@midamerican.com 1630 Lower Muscatine Rd Iowa City IA 52240 319-400-8474 GU Gutter In Front of Curb Iowa City Wastewater Wastewater SAN Jesse Eister Jesse-eister@iowa-citv.org 4366 Napoleon Street,SE Iowa City IA 52240 319-887-6098 Iowa City Information Technology Services ITS Trent Hansen trent-hansen@iowa-dtv.org 410 E.Washington Street Iowa City IA 52240 319-356-5433 ENP Edge Paved Entrance&Park Lot Centurylink Fiber Optics FO Tom Sturmer thomas.sturmer@centurvlink.com 302 S Linn Street Iowa City IA 52240 720-578-8090 Mediacom TV TV Tim Eagen teagan@mediacomcc.com 546SouthgateAve Iowa City IA 52240 888-847-4757 SWK Sidewalk Iowa City Streets Division Traffic Signals,Street Lights,and Signage 3800 Napoleoon Blvd Iowa City IA 52240 319-356-5181 EP Edge of Paved Roads(ML or SR) ENT Centerline BL of Entrance SH Paved Shoulder VM OI 'AII3 VMO4' SNP Unpaved Shoulder t, DU Centerline Draw or Stream(Up) �j BNK Stream Bank C C :I Wd L- NIT OZOZ PLAN AND PROFILE EG Edge of Gravel Road 0000008@ RIP Rip-Rap LEGEND AND SYMBOL : : .r DIKCenterlineofDikeorDam INFORMATION SHEET � ^—"-''' TLNL Tree Line Left (COVERS SHEET SERIES D, E, F, H, & K) FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER D.1 15:22:18 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_DO1.DGN THE PRESERVE SANDHILL LLC OUILOT "A" Southgate BP — 1 0 ,-Ir Properties LLC a PROPOSED TRAFFIC '� I EXISTING EASEMENT (TYP) SIGNAL CABINET CONSTRUCTION LIMITS y 4./EXISTING FIBER � s� ISTING ELECTRIC HANDHOLE 1 I HANDHOLE CIC 214 NN T TIE INTO EXISTING WATER MAIN e, _ - 1-1 _— _ —car — o_io =, *,...� SAWCUT AND REMOVE .�,� a EXISTING CURB y in __ a ,� SAWCUT AND REMOVE r� EXISTING CURB �\\_ II POT S a 1103tc �0 MX 41111 SAWCUT AND REMOVE— 'i X X \\ 4111111111111111-111111111111 EXISTING CURB `' 06. .".. ." SAWCUT AND REMOVE • rmir`: — - 4 4 ,. 0 EXI TING CURB PATCH AREAS Li - , SAWCUT AND REMOVE EXISTING 0 0 0 '_ _ SIDEWALK AND CURB _ -- - LL1 * ' EXISTING ROW (TYP) ---� ` -� 5' TEMPORARY EASEMENT I- CC ACQUISITION (TYP) e (/) — - fle 14XJ4 CONSTRUCTION LIMITS —0. W CO J Ai For Traffic Signal Details ,._ti'_ CD "V Refer To N-Sheets City of Iowa City THE PRESERVE • For Sidewalk Details V) SAANDHILL LLC 4 r= G ' . ' r _ 50 I LOT ,B Refer To S Sheets ...- � sr y + . , .," " For Signal Details .�-.:• - �4 FEET f- . :� _ Refer To N-Sheets 660 660 I 655 655 �.._I_ _ I 650 i - T 650 -- _ -- . 645 —fir _ _ i 645 640ll 635 635 I Via L= Or _ __ In I co __ 316 +25 +So_ +75 316 +25 +50 +75 317 +25 +50 _. +75 _318 _.. +25 +50 +75 3IA— +25 +50 +75 320 +25 +50 +75 321 +25 +50 +75 32 _-_ +25 +50 FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER D.2 I 15:22:24 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_D01.DGN THE PRESERVE @ GERMAN & ' .ADJUST MANHOLE ORTIZ, ' \ SANDH ILL "AI Cs. ALA INA A THE PRESERVE @ ' , CONSTRUCTION LIMITS I O • SANDH IL LLC REMOVE HYDRANT /Q Sta 327+08.89 (McCollister)_ OUTLO A END TAPER REMOVE EXISTING INTAKE, 3_ ;�� Ste 1200+00.00 (Covered WagonTPANTHER, 324+36.37 27.50 LT — — Q ' MARL IN J & _� _ __ �A -A` �cB - - - - - L� �ir� LORETTA M SANDH ILL ESTATES 1 �- - - u _ ` •C - Win• , �" OWNERS ASSOCIATION Jiro, ,..,,Aor_prieur, virat.,:,z.::..,_ III_ ��� OUTLOT „E„ \ _ � _-� � � ' - �- REMOVE SIDEWALK ��, ����' I''twill:/�� ` ,�{ -_- . N / 'of ` ` ' . REMOVE_EXISTING INTAKE REMOVE HYDRANT / ' ' TAPER /♦/ , 324+36.37 27.50 R - SAWCUT AND —" _— e ��. ;411* EXIS • •AVEMENT -- —.' -; ••• +35•50 — �� — ' CONSTRUCTION LIMITS REMOVE EXISTING INTAKE — — _�--'--- '� 7.�\ � ��. ������•••. Sta. 3 Pawing _-— REMOVE'EXISTING INTAIEE-__ - _ `44. ,� Begin [ ' ', i- ��� NOTE: NOT ALL TEMPORARY EASEMENTS OR PERMANENT ROW ~`. � ALONG EXISTING MCCOLLISTER BLVD (STA. 322+00 to 332+50) MAY BE FINALIZED BY _ - 11 -- START OF CONSTRUCT ION. THE CONTRACTOR SHALL COORDINATE i CONSTRUCTION LIMNS , \ \ WITH THE CITY PRIOR TO WORK IN THESE AREAS. N N For Intersection Details` li, II STORM SEWER DRAINAGE AND Refer to L-Sheets THE PRESERVE @ STORM WATER MANAGEMENT SANDH ILL LLC 50 F AC ILTY EASEMEN f I For Sidewalk Details OUTLOT "B° i Refer to S-Sheets / .. FEETI VPI +10.000 I rt 660 Ely 653 21 SSD = 429' _ _.._ __ ____ ! i . 4 __ .4_ __ K = 67 655 Len 120.00 ft +1.000% 0.800% 650 O --f-__ Ni PI +75.000 645 I v 649.49 645 i�r = 43 (0k\i i en 70.00 ft 640 co — 640 > tit► I 'A 1 13 \1M 0! 313 All0 �IW_ 6 CC_.! ��d L tiVf OLOZ N P' (D 0` 0' 0` 0 0` 0' 0` cr 0' 0 cO �'� O' 0' - cs� i (0 0o 0' CT CO (0 V' N 0 CO (C n C cc .- N O a0 • N Cr ^ ('"I tr I� s "'' - C O d 0 O 0' • 0'' 0' 0' C O O C In IT (.() LC) LI) In L() in In LC U' if lP I) L17 Ln V' d' d' LC LC) L!7 LC +1611 (O (G. (0 (0 co c0 co SG (O (L SC._ _ (C Co CO CD CO CO • CD SA_ ._ SG .SU (o CO CC + 0 322 - +25 +5 +75 323 +25 +50 +75 324 +25 +50 +75 325 +25 +50 +75 326 +25 +50 +75 327 +25 +50 +75 328 +25 +50 +75 324 FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER I I MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER D.3 15:22:37 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_001.DGN t AR KSAROD, \ /� 1 KASPAREK, "' BUILDERS OF LAUGHLIN PAULA Prospect Farms TIMOTHY A & HOPE GLOBAL -I SCHNICKER WOODROFFE, NAOMIA� IBABBLER, L IBA M & TOB IN LORIA TIMOTHY J & VILLAGE INC - NICHOLAS $ ROYCE W ' JAMES 'C TEMPORARY EASEMENT LOREI TA I- , • :_ STEPHAN IE _ I. y ACOUIST ION (TYP) \ I r ;4 \ —1 — _• — CONSTRUCTION LIMITS SANDH ILL YL 3, S SA i' e_. -— — — _ — —--— _ _ fi — — — 2W�O T OT E" l eP -- D OUTLOT "G" REMOVE HYDRANT REMOVE EXISTING FN�K� - > N�8' DITCH , ,� _��-- -- wi N (h In POSSIBLE FUTURE PARING (O la WH3 = c WH-4 WH-5_ '••••••••••• ,"111�'1�'1�'11111���1�'11'1�111'I'1'����"11�� / I REMOVE ROAD CLOSURE BARRICADE LiIiiiiisiiiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII rgg�g��� I 1111i111 A REMOVE EXISTING INTAKE_ — __ — _ I --- --- — — ADJUST MANHOLES PROPOSED ROW (TYP) I y CONSTRUCTION LIMITS O = * ,. CONTRACTOR TO WETLAND UNNESCCESSARY I `~ ' •` ' -' `.• • - ;a T -' ' �' y ORANGE SAFETY FENCE TO BE PLACED AROUND P , 1i . ` " ,.: m � WETLAND AREA. G�i f s..,�`. --% ' . ' • -r,'"Y u�` ."•:4-7+; • z, POSSIBLE FUTURE ROW (TYP)J'I P`' ` II . t ' -� f' S & G Materials Prosoec4 Farms I ' 4 STORM SEWER DRAINAGE . ND Q ti� u ; 4. STORM WATER MANAGEMENT . ;.1t,` �' ', ` s I F,�C ILTY EASEMENT ^ �'' 50 " ` I I aZ'44.� lr. ' }••s -" "-,` j, �� {� ,r �x 7 +'�a T K i f+ A L ! ,:_ _ FEET F . 3 - !_ NOTE: NOT ALL I TEMPOF�ARY EAA EMENTS OR PE MANENT ROW ALONG EX ISIF ING MCCOLLISTER BLVL� (STA. 3122+00 to 332+ 0) MAY BE FINALIZED BY START OF CONSTRUCT ION. THE CONTRACTOR SHALL COORDINATE 660 VP 430 dr WITH THE I CITY Pff IOR TO I WORK It{l THESE AREAS. 660 Ely 651.6 SSD - 3613' __ _ _ -_ 655 K = 49 11' 655 Len 102.53 tft. _ +0.900X +0. T-0650 +dc.s� I t . Dth G3 R 650_ 1.25D% . +0.90 VPI +20.000 650.20- I- - - 645 E v 649.28 645 ___._..__,..._____._. --_____._ 1 K-._._..56 Len 120,00 ft 640 640 VMU 'A1I3 VM 0( Wd31 A it3 Urban Backslope CC �+ y{d L— rrU Backsicpe �Id 8' Wide Ditch Grade ,L,,, 10' Wide Ditch G-ade No Ditch Notch CO N 0' Ln O" G. 00 r. Ln cc N. C �+I c (\ LC I` O N if 1` O N N. .._.__C (` U' N .--- (`") (`') O N d- .--. 00 (C (C _ ,�„! C n d' (C Cr •-+ f'4 If CO O (� d- N Cr LOn If Ln Ln L! in LlL r. Ln O --- ' v in d d Ln LLn Ln Ln Lf If Ln in LLnn LNn L1 LNn LAC, (0 S c0 (0 - 4 cD CO (D SO W. 1 (0+25 c+� (0 (.0 (p (.0 (O (p (25 +50 SC L.0+75 335 +25 +50 7 5 c +25 (+§�O FILE•N0. +25 +�oENGLISH+I5 DESIGN3TEO +25 AM AECOM + o +75 331 +25 +50 +75 33250 +75 333 +25 +50 +75 334 I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER D.4 15:22:54 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_DO1.DGN CD Prospect Farms z \ ,- POSSIBLE FUTURE ROW (TYP) ' ' Q I POSSIBLE FUTURE ROW (TYP)�1 i " — — — — — — — — — — i I CONSTRUCTION LIMITS — — — _y- -- I __--- k --V - -— _ _ _ PROPOSED ROW (TYP)— - - - - - - - - - - - - - - - - - t �-- I — - --d—ir — - - 1- - - - - - __ ,0 DITCH �� 10't DITCH ----__ I Q INSTALL SI-182 BARRICADE _ _ — _ — - - � 100 I (n �. 'V�10't DITCH - il / — — — — �f \_ 5' 10' DITCH TRANSITION��� 5' DITCH �/� I N CV) CO WHO � I I r, �� !, — — — Wf1-7 WH-5 Uf o a SMH- SMH-2 • • I — — — — Sta 339+50.00 (McCollister) _ _ ' I ———— _ - - 0 to 13 2+0 .0 Armstrong - — — 11146, NM VW -��_ _ _ ADJUST MANHOLE ■ �� _ POSSIBLE FUTURE PARKING i — — — — INSTALL 2 16 FT ,F - I — — - - = _ FIELD FENCE GATES --— - -- ___ TEMPORARY EASEMENT — — — — — — INSTALL SI 182 BARRICADE ACOUISTION (TYP) — —�-I ON FIELD FENCE GATES CONSTRUCTION LIMITS / I For Sidewalk Details Prospect Farms - I I Refer to S-Sheets II 50 I For Intersection Details _.. M. I FEET Refer to L-Sheets _________HIL tEly_VPI + 1100 665 _ T ___ r _ SS: 65'.27 665 K = 67 Len ::.00 f-1 660 655 • ~ 655 +0.900% +0. 5% t. itc h Grade _ - -- j--- -0.45% Lt. Ditch rade 650 — — j 653.70 _ I - 650 n1 645 A113 Vital 645 - - __ _ 640 .(' NC L- H�r U�� _,__ 640 10' Wide ditch Grade 5' Wide Ditch Grade v •` 10' Wide Dit:h Grade __ No Ditch _ No Ditch O NI in N . 0 c• NI LU n O n If C 11 1 k- n C NI Ln N - N- N- Cr (C c'3 co c0 0 N Lc) n (o co 0 (''l If N • (\ a0 �-' co Ln 0' 0 C cC _ i (0 (0 c 25 50 (05 3 +25 + 0 +75 5 �LS� ( .__ C0 __- c 2 + (�L �G. _ (00 (00 coo con c�0+75 c�D (L25 . Laf in Lf) in in Ln in Lc) Ln in Lc] t< + +75 3 7 38 339 5 340 5 + 0 5 3 1 +25 +50 +75 342 +25 +50343 +75 3 4 FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER D.5 I 15:23:00 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_DO1.DGN - _ Sta. 344+54.90 • / Prospect Farms 1 - _ _ Q -- Install 168' X 54',"RCP • / I I ;. - - - F.L. - Lt. 651.Is /' 1 ".�.- �`+r,''. - -- _ _ - R c. 650,-52 / -�1 ' fir•'-^^ r .�L. - m l POSSIBLE FUTURE ROW (TYP) I �.-.-'✓� �...w+��'. - _� _d See M.19 and �.2 for "Grading Details. I - «�++! �..��; '« Sta. 344+64.00 / 1 -' ..:^:e-...:� w PROPOSED ROW (TYP) n = 68' X 54" RCP // CONSTRUCTION LIMITS I I �+%Yy DITC F.L. = Rt. 650.58 �'. 1 - .,:..--�" .v�r-••wa,a,""", iftiftliftftlilimmit .0 -s - -- - ---- - - - - - - - - - - - - - ___ _ _ \ �� H _`_ _ - -IJ'J" L' c. Will-9 _e � � • MH-4 SMH 5 1 STORM SEWER _ - - - _� . 4" OUTLET APRON • - - - - I ��y•�IV•M.f•. ,.- /' -�' POSSIBLE FUTURE PARKING "/ "`•��'"'""1 / " 1 TEMPORARY EASEMENT �.•••.,;... w` _ _ _--- - --/- - - I 1 ACOUISTION (TYP) \ - _' ,..r /'' _ _ - - --- - CONSTRUCTION LIMITS I I - - - — — s= ,y,.. "'r'».,,„z _ _.....,._,..."�"—.+.te. / - _ - _ - - _ _ _ N _ _ _ _ _ _ _ - - - ;- -o- - - � - / See M.19 for Grading Details. - - - - - - - I I ,..,,..~' / Prospect Farms I 1 = ,..°.,. ""�""'�� I FEET 1 ..ram :, . 670 - �.. i � j GELVPI + Q�00 E l v 659.27 - ( 665 665 SSD = -49Z' K = 67 -_J .78 Len 100.00- f# - +4 660 ♦ +0,78�`/.• _-_-_ +1 6w. Lti• I -r26 ti +0.�0% Lt.' Ditch G ade, +�5 n�trh Grade 660 _. - -� _ J Fi race 0: 86% _ - 61tic +25 Lt. - E61. 0 t. 661.50 655 , �VPv +0�.000 - - - _ - - +¢0 Lt. 660.18 j K 7 L_ de Fi6R_ld 655 K �3 --- Grp ch -� - �1t j 650 _. ! 1 ch G e _ _ I 650 E51. 8 �v,1 113 VMOI j b1N0 � -_ - --- +10 - +25 Lt - -- - - � - � 645 I 651.18 p ] 10' Wide Ditch G ade I �rl; ,'" N*T�`�� 10' WIUe Ditch Grade �� 2' Deep Dltc �l� 1D' W.de DltcI- Grade No Ditch _ f No D1tcb O (0 N (C v •— co LC' LU -t- ch - •{? n n C O cr 0- Cc r . h cc CO If O CO If NI If CO 0 N d c0 CO 0t O. d' • CC C C\ ('r In n ( In n 0 in in If in If I in In in in Lc) in co tCCC (C CO COC (C (0 cC c0 c0 (0 (00 c0 c(00 (CCUC +50 +75 3 4 +25 +50 +075 345 +25 + 0 +075 346 +25 50 +0 co 75 347 25 +50 +75 (.0 8 25 +50 (.0 (.C. 349 25 +50 +75 3 +25 +50 +75 351 FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSIONS SHEET NUMBER D.6 15:23:11 01/05/20 anthony.hemaPc\505792S5\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_DDI.DGN mow:.« :-....»..:,..`.., --.. ,........wN•..- .../....:.w„•__ '.. «.� �.�".. ....•.....r...........w .-.+".w...+ .�w.✓.a... ���s.,..r.+.+.+w►._ I .....+ rr - - - -+... +:r. p -....r +„f .; „•...•. ••la�...._.r...,. .. .._.... ,i-;...-' illtia:g•iiiill.a....'"'' _.. _......�;..�,. Prospect Farms .;� -;- y` • . ...J►+ ....-_.,.y..,s.r.»_�.i....r.-i•+rr4•.ry.'."'."' N►....++M'r+..'.'...uW'W�"r.F,rr '�".rw.+,e.... 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PO/...... ........6....1.-E FUTURE RO ) '�. .. �% ,..........+...s.sw.�+.wrr.+rrr ...�....a.....s•--- ��../„eMwr..y,.Y.+.....- v,rA....►w.'.r.M► _..-_.... 1MMrn✓ .'.�.. .4 yt, .- •W.. .r:yyr...v.+ ..'"' .luw •.c..b!••�.�►:• .-• ..... .. ...ruwr.� r.e�+..►- w.rnr s�r.._...-. _ � :;:„`., !rw'.i.r.rr+....v.+...iriw+.. .rw.w s�..�....+r1•ar./4r•........•..M«.-...w...wr'�'- .... .. ,I ..rw..•.�-..L....�.r.+r...�v► .v ' 'w'.w. .M.rr..V.+•q.b..r"`r.►'nv �. .'yn,•_ w..°s y.•_w.....w+.........w.+.�...'• ...r .rr�w.rwar.. +1�+..++ "r ►.o.,v«rsl.de .�+'+�'.'�' y.,,,r/� r..r.«IIII -w.... a . .Y .r.� raw•wy�.rw-,- ..�•�-.Y. `;....-.[<r.�ar...r....,.ww..a. •+..a.wwr+. _.w-...+�.. r"'� ...w..«.w+...�ww......► .. vrir. ?"'+.".r" 7 `'"' 4 .,ate.. - 1......►`�--a.-r-+ I ,;.r,.,r r.....w.__ .�.. -•-,--.. O. �"".•-_...I 1," ......+.r. ."'e_ ...►...1.... ...w'w�-�'S.i.r s+-.r+..-+w ."T'_'�_ -�+a..... .•...-' '.� . ...• ...i..1..' rw.•+.�•� I CONSTRUCTION LIMITS � .. +�-.�•- .. ►�'� •..a , ....r ww..wa.►:.A•w.r- _ _ +rnw.ri�t•'14�� i► rw y' +w..+....- �r...�.�wq.-�.irsa.»+^. - .r+Mn.rr.w.a_..aw.wrar..nn+..af tia_Ws'.....r arr�..w► rwr..'..►`.'aw�.. r..w ..�aarce�•— } � r-S CIJ •.�..a•' Y`.,a�....y�'wJ•,, ...c'3".+'. I ,..., I �.w...►...+r�sPnr.^ P`."ir.,.�" � !; fI /7'S } ..5�. ._ _ •+r +--�+�_ r.sa'.rrle! �.i....•..s " - - ...— ._ •-wi. •w ws...r`�rrr+�'....•A.'M►. .►..,. ..-✓f.Wrw.wr..r.r►wad.►w•.w.!. 'sw+w..i�.....� .r• .�.wr.rr.a.,-yua`a - ► �' V J I n...�.�11.1~...'-.4.e....r+:'�rw..w..rons*.r.vr-+ "r.. .•....Anw1— ,�> w...`r, Y V•v..I•.xvu► d►.+ti�i-...Iy.w•iw...�.r• +r-w.+4/.M►v...vr..e 1.n...u.s+.. :.....ii•aw.• - .-a!ti....rva.c y�y ...+..+.sw+....+. PROPOSED •y.«, .' ..► rw�•...:..+•r.+ . ( mow.•...•..-.. r,..C•^^..."�u ..... ,.,.. .- D sr+rN.....•.w ..........,.er�a.r�rw-.►+r ,.. . ...a.,,.... i� ....»..`1""" w ...- L. I INSTALL SI 182 BARRICADE w+ srw...r+.^.'""""" '""._�..-.....• `� �.-- r' .. - - — - •Z+ySg�e-+!^ I ""�°"' .ate••- 'o '. , �F.^�`ai"."`" J r.r.+...+r..._ I I _ a.:+•u.a...a. ..tr++►'...r..........:.. ,..�w..+.r..r...+r...r"...ry .. --\/�DITCH _'`• ......:. .w.�.. ._ .+..a-,..,....mow �k. �. • �...«.+.'r' _..� _r.r.+r.►.ar. ...r..v..."',.,..,r,......-..:�".sr`a'. """' �,` . ...,.-:....... -\r •DITCH':.. .......r .:. .. '• -,..a..ur . - ..a,.- .�.. w►.c... .-'c�' �+...�DITCH ..�.._-..a- <. ,..�.w !�. .w►. AI CO ......,........ ..,.a . -./� DITCHw 03 .,. Mr. _ —WH-101 �— / _ _ _ I _ WH-12� • SMH-7 II SMH 6 _. Sta 355+61.80 (McCollister) _ • • Sta 1402+00.00 (Russell) . . . ................L...„7......./...................... .-....10.0.‘,................,..E.1.•••• __./- -Th ,....... r . \-— — ----' 7, 7.-,, — -----:- .ram. _+Y� �.N wy1.-�. ,...........................0.~..... .... ar.....0. ..e'._• ,...a....MY.�.ar.w.. t.rri .w- »-r — V -�� . + rvur+> **'w�.w+-."...... .. r�s�r - - —+w - -- - - - - _ - +„ �....•.+�wr y I _ �w..�r».c�..rrwL-- �+.s� ..,,.,n... ..+ra..•...�.y+w•�.wr+iw..w.er.�.• �` ."'„. saw+s..r...+�.•+," i w:".""'.""""'. r"""^.. POSSIBLE FUTURE PARKING . +.....+ram`.''• - _ --— --` :...fir.. . raormaro .. "�""...'. .E�_ �..._ _-..,.....r�r. ............. . ,Ewa..►...••......•A..... ... .w.--.v.rr"w•....r.-a "ley..r.•�.Y.r"-.. ,.tn.�... .a.+rr.+nu..�; <. <w+.rs.w.•o...rrat.:ros r�...+...'n► •w.�.r. ,.,......,,..,. '. rrw,....r.r..y+.. . "....,..,,.... ........:==a.......,�. a.....w........i•....+r n..."► INSTALL 2 16 FT ... . I STALL I=1$2 BARRICADE a...�,.'�r"r....r:...-.w.�...'�.., `"ww�"''''.......... ...--,...............2........... ....�ra..."�w+...�." ^��.��. _ .�...a.r ...,..«....�.r,-....._ .... Y y ......-..........nwrwawn. ,�.�++run�. s.•by..'r'-�..._ .' A..rw/u..•...... r+rM►, '.1�.�r.. ....w..+..1+...VV. ..W +;,.. 1..i.~Wk....• �..`,,►..�..�,"a+�.�.�.�...► «.;+...rr. _ .w�a` .. FIELD . I ON FIELD FENCE GATE .....�.._..+• �•. `..... .r.+. ,... • .yr.w��wr" '. �......*.•+w..w► asrr�.w.. -.�..+w.�r .w . :.sue war r.w+... ., ..r.+.w w.....�' GATES rriu.w. w. sw+ .r..w."ar." - �.�.. ..+T �..'.waaw...+►..1 ......rt•.wn�w+r � ."�r"�'.►n-. ..r._.... „n.....,...... w _.s. r.,. .. �.rw...::I .wv.a.a .w, .wvr.w..rww+m+u.. �;'.�--- .r.... y".." .+.w • .......... - •»--.....�. _. - .. w...ra- = '.".."".,.� ter, ..... rr�...w.w.+r+a++. CONSTRUCTION LIMITS ..........++.. ."o."''i""„�. .... .: .~+- w..+.- .....-....�-+....."..►.MY` ."..•.:.:-;:a.,.•,,. '...r..,,,.' -TEMPORARY EASEMENT t..++irw....+, .. .._^. «..w..-.r..«w►- „o„1�i+J�"rswa..• � ..,.s.r.. . .,... i •,r _ .�.,r..........4-.w.. R N TS " .v.w., ;..r... �....r.r -s,.... >w ..++r.w+..... ,- -- s ...'-v sr"' :�Mr•, ACOUISTION (TYP) e .`.''". °�r'rwires........w.. -..r.,�'�"�w�.�'"'�..,,.c..I '.. +r ""." I. • ...+.r..+.�`w2!s.�r.w....,'."p""'sa...►- _ _ _�... __....r'. .�.s.a." I .7..v..psi wr..r.... s...r..'.-' "'r. a. ..- ...�w� ►. .. a,�a.....r.rw :.�.w�..r..---_ '- �.a..r .:u.. ,rr...:...+.+�.+.. - ...cr...v...+..r.y,.a..�...u.rw... . • as....r+s,a..� ., • I .s;.. .� �.. +...+.w..-ar+�..r.►.f..r+ „w w_.r.. .w...< r..-+._.. :w w...w.....r,:._r.. ��y., i..... i.n..wr`..w..q! e...wu'a.'►'I :. I- �+ L. ..w..:.....ys. r.a...r....: w+ . �1�'. a�,.++.."''...' _ r •,�„w"r r+�+." - ."'wt.r'rr".....I. "� �...r- - For Sidewalk Dettills .o...n..rw.•... i..r.w s..w. wa.am..w .�,r +rwr'.rrr.. ►a•......e.n.Mr a..v....s.. +w+.+^. ,rwyHyr.y+...+ -y`.•rr..+++.r .ye..,.,.....,.w �ra.. — :�s....~i..r.• .. -armor* .r.a..+r. .....+.i+w...+'�.r...r�.�• __ :.. ra•I :..ynr.w...�r ,(,� -'' - ""� .,.,,. .... ..� w.. Refer to S-Shee ..r -.......r».� s. sr M w� ...-r....,......r....+.«.+...,,..•r�.►� ` .r...�r.'rvr.ww..�.w... .....+..•.r .ar.._.I . .r.+.r�y..��.w..r�R�s�.. �'P wu.+�w..k+-..rr� +.a.r...w •�-•\ -- ,.�rrrw..,.r'a'•w, .w. :• . ..rrw...... .r►'.rw.w..u.a..►r.r. a...r.r►...+�+.Y.r.I.�1+Mt*,I _.,.w'..a I,..mM.rr1•�.+.. ter►` ..,.+r •7 '-�; •.;.,,.,r,�wr..w.....wr... -�,�.�..�•aa�� '.. r., .._.......•...-.•..►w. .: _ � :. +r.....►�w.r r - - ...wwr.a. - ► - `�"r.'.`.r` r - ........*•••• �,o.�,.w�.w..rr� M.e......+w. w ..r.ww. ..�rw....r.... +.. - _ �.w...r...�,..r,.► . f."'.... .�.s..... `r'- .......; For- Intersection D�ta1ls �..........►.4:. r...am..d^.•..•...•...•• ..n►�. ...y rr..M..�....►...I....r.• ..► .rr..wr..._.J/►w...1-.....I ,.r,1.i. �.._ "'.,•.t...yr,..t .... -,t - ♦si..+ �.L`r.e. •++...-'r.+•►w.. ......•.r- - ..,. "'r'.......i..f.w.w..«.. .... ...,..ryf... w+.....r.r.r.>v.r .:.w+.. wr��,,.-I .w..• L. Y'." "-,�...i.: ,«....n1�+•. �y. ..�un..�. Refer to L-Sheets ........................0.......................- _.._ s - - ..w.r:.:Wit. .�..s „ r•rwr.... n.ra.+.r..w.....�. w...: -..r+.r.•. -rw-„ 1"'wr. fc• ....-w •....w..». ,'O...w....�, ..,a..r- ... • I t 1 }�_ ,,.— ---� I+ I j i • i 680 — - . Il • 675 - 675 • • 1• . - 67 • ._-_ l 670 • �� i 665 -r - • .. • . +•.780'/. • VPI +7 .000 - - EIv 665.88 • El;. 2 Grade •50 Lt. — — — CtK — _ • = 123 1.I • .. �0� ` Len 190.00 - -- • 1• �� 655 Ditch rade 2' De-p Ditch • �� Z"�ee�D1 � G Transition Ditch M. 4' Wile/6" Deep Ditch 4' Wide/6" Dee. Ditch No !itch 1 ,. • • l .� ..No . tch IC, d' C C: N N •^ C O �-- ' -".-. I ""P a v' (.c (� M �_._. cc (C (N cc CC N • -1 ('l N. (3 cc CT r cm ^ a (\ (0 CO N N Cr' 0' Ul CO n CC V- • M ('') ('7 d"' •d', d' - '- - In lf" Cr if (f: co N N 00 0'• CT C •--, (� (� M -- CO CO CO CO CO (C CC CO (C co (C CC (C (C CO CO CO CC (C I� N N N N (G 5 C CO � _ co (G. CO —.__ SG CO CO CO SC .CC, CG CO (� cL. CO +25 +50 351 +25 50 + 5 352 +25 +50 +75 35$ +2 +50 +75 354 +25 +50 +75 355 +25 +50 +75 356 +25 +50 +75 357 +25 +50 +75 35$ FILE NO. I ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER D.7 I 15:23:22 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02 SHEETS\SHT_MCCOLLISTER_DOI.DGN I 1 I ' I I Prospect Farms •_4, I 1 I GATENS MAUREEN , � I,, 1 •,I I BOCKENSTEIT' ANDREW J �,;_;_ POSSIBLE FUTURE ROW (TVP) I 1 A LEHMAN DEBRA S & TIMOTHY J • "calk,`..:.....,+.- I"..... CONSTRUCTION LIMITS +``- .' !'.....f-'...AA - �"may' - ..+.V.N/...�..t .1+41M.P..+V F..Wr�.�.'Yi.J. ♦ +�_ ... �� .`,` "..�.+.+•..... �" • 1 I i N FUTURE IMPROVEMENTS NI BY RS H-12 -' :--- Vie, W H 13 I�� I I "° I �N bi I ,� I \�'``a. FUTURE McC_ OLL ISTER BLVD 1E1:REMOVE SIDEWALK ® Il a1 1isi , . ®1 I `y : SAWCU i AND REM VE CURB I I k--..,, 1 L I I 1 I STAMP NDCCOLOOR TOP MAED MEI ROUNDABOUT. .. -'-''''' t Al( I I I I1 '. --• ' - ♦I I I :.-- -- .. -- ••, -- - F—POSSIBLE FUTURE PARKING I �_ ,,.,<_ I'........rs..+ _ _ ,....�.�_- ,, I I I— 1 Sta 362+38.27 (McCol lister) = �r%4^r s —"sa. -- _..°� 3`w:.+,���...... ...,, r \ \� 1�_ LW Sta 100+42.53 (Sycamore) pLa `,- L� f )1 � ..r .w�.. A.. I 1.1 fVYii1. 1.f.1M `.� y++f , "_ '*t' a 't14;44010 •[\M.e. ♦ Vie". w.- ,__ .. f f1. � I I ..,.. -,�� — .O......�.. �; p LL I HAIGH —..- T-..,�...,.. . I ',`- �,' BARTON & A , �' --:+ •.-.�........ CONSTRUCTION LIMITS ;. I— KIMBERLY RAE - ``Imo,,.._,.,. .::�..-u •.►..,.+a.TEMPORARY EASEMENT I I Y�q.Y/..rY'r.. '=':""""""""- -'"-''. w"'"'�•�s. iwsr.....a►.rnw��►s rw. I LLJ .,.,s.,,9,.., „w.,.,.r.,.�.,.,... ' w.""'"�,,,.,..„.......,r....... AC OU I S T I ON (T Y P) ��,r�„r , '�.+�•..w�!.-+ •� �• - O. 0 �� I For Sidewalk Details :,�.,...::+..+� �. -- :A -e Q i Refer to S-Sheets _ - f = •- Prospect Farms .....r.: _ . ....,:.. • Iii For Intersection Details .............•..—"'= ...*""e..r.sw.~.`..w..w-".."�"=-:..w�.......... .. I— L� 1 Refer to L-Sheets . ..... _..:. .. ..,..,1. �. ......... FEET , — - 1 685 j VPT +2ri_flt1Ci 685 Ely 676.31 1- SSD; - ,- K 129 — _ 680 Ler II 170.0[tl f l i 7 J 680 I t 1.000% 675 +"2.3 9/• 675 I CDi I 1 CD- . 670 riles 670 -4-)I^ , (nI(O -_ • 665 665 I 113 CMUI 660 7� 660 4' lde Transitl n Ditch Urban Ba ksla a A+r '` Wd L- �i Q`UZ 6" Dee Ditches P �J No Ditoh 1.1 U' a d N. O () a 0 ('7 lf" • i lr 4 CO CO N N. ... ri CO' ad I I - i - +50 +0 5 (.0 (00 (^0 N CO • N ~ t` +25 +50 +�5 66 +25 +50 +75 60 +25 +51 + 5 61 +25 +50 +75 362 +25 +50 +75 3 3 +25 +50 +75 364 +25 +50 +75 365 $ FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER D.8 l 15:23:32 01/06/20 anthony.hemaRn\60579265\900-CA0-GIS\02-SHEETS\SHT_MCCOLLISTER_DO1.DGN i.-. 4 \ ,\ \ , ,... , - —dirk, t At v. :111,.. „111. I ;,,-,,-),., .2, s - _ ',,\\\\A`- .\‘/\,,, , \,:,S, ,\;, •,•i\lk \\ l. lir-,,:.- /: \ ..= Sta. 1200+79.30 " cs e st.s.reI_ 7 "4 y�� a, \'w 1 \ Begin Pavin� s y . .,;-.4 4 , 2.\\-. ,,•• 2,„„.:: ,:',,,,.-•,..#• \ `, - - — — — San.(B) 4so oSr / +l,'sr;:'., : \ , -_ '-reJ. `,r+ Stem --. .:.:t.. wre :TEMPORARY EASEMENT \ \ ': , yF` r . ►P .—`' ACOUISTION (TYP) \\ wr _-4"�`: .:'./1 N1 1,. ip', \\ , 0 \ \ w, . safes y-' 1 \ `1 Sta 327+08.89 (McCollister) - 0, ' ej j \ sec* j! lor - _ _ , Sta 1200+00.00 (Covered Wagon) �\ \ ,9,\ �/ .' . . 1 \ ' `, PROPOSED ROW (TYP)WIlli / SrS(e/ 1 \ 1 I I ✓ re' �� \ \ i 9 / ,+ • 1 \ 1 II i I / y „...„,. . 4,, , 1 �o� lY 1 II .s g' 0 50 ..... / COVERED WAGON o \ , I I AS> / FEET RR5 of LQI 660_ N �t 1 7 of 0� R55 coo; I _ t __ S50.. c- K r• 10.00 - L = 14:la 01 Ran .__- ____ _ }toi313 ).113 a 9 .11 ...71 — AECOM ___ 1200 +25 +�0._. +75 (.1._,- +25 +50 +75 1202 +25 FILE NO. ENGLISH DESIGN TEAM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER E.1 I I 10:01:40 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_EO1.DGN I r 3lB8 1 r,'z p rt ) i 1 t ; 1' ► i Ili, .11i , o I1 t Iill iltti # � 11 1`,iii{L�t°s �'f#it♦'er t,it it" ' tillItil 1• } , 1 s I I ,, 0 '; s f 4}EY .y � r ; � , I I { f .. l T 77 r - ;z ( t. .t ;TEMPORARY EASEMENT ' � I �►� { r� � t �� � � �! ': ll � 1it F ! ^� 'j ACOUISTION (TYP) I / �+ I 1 1. ..1 a _• l gg o !$f. t„ 1 1� ,5 . ii. ,,s 1 / M I I / , I O ACOU�S ION (TYPRARY MENT , 17, 1`11/1 ! wititi1tij1ts !1oi i I 1, I I 1JI 4I, .,.., . ,i , CP 4 f'I- 1 /I H Sta 339+50.00 (McCollister) _ 1 i ((.1 1 i ► I ! i 11 d / , o s Sta 11302+00.00 (Armstrong) 3 k -� ! 1-1-1 ! I al l �' I Sta 35d+61.80 (McCollister) _ 1 , , a \ I { �� �' � fit, ! ri — Sta 14 2+0 .DO (Russell) I 8 , E t `7 I I / --�T ' / II 1 1 J 4 I. t S ,r .1 ,, �. I '.61 r •!• ,iF�,,. 111-i' ' I ' .1, ii 1 , if .4, ' , c. ilti '..4,,•.1 ' ii i 1 i , I iti .,,1_ 1112 ihllii l ! i im / /' I i I i. 1(EL_ , 14111 t 1 , , l~ a' ,{14-- ( r lilt ,'It•r fF _ - 11, 4 ;, Iiiii �`. Y'/ '/ ( I M 1t ; ) !a; ' PROPOSD ROW (TYP)'d1 ROPOSED f20W TYP 1 3� 1 �t � i i1 J II 1 k { 1 � II 111111tilli �;Eiit1 1 111111 1 IIiiil t141 .i it III, ,( Ilir a t I I t1t11 1 Iii lif.111!1,111 MI' Iliells iiXi .t'iiiiii ., il % 11'11 1- h fieilt i f k . ft y Z 0 50 0 50 ARMSTRONG DRIVE 11 RUSSELL DRIVE FEET FEET a a a �� o 9II sn __ _� c*} of �I 665 r N I 665 §75 { 675 =1 2 ,9., _mil-. _I 1 ior. �Ln -' e +� T� rot' y� "11na crlco �� c I 670 660 ,da, +t`ii ., a�ri 660 670 -�> �> --I> y.._. 665. 655 ���+-,_��I -1.00O 650 650 660 660 645 I 645 655 655 e \-1 Q 640 __.__ 640 650 ___.-._ ��� r,�� 650 t4�r o�ot . ' G3/i —' , N +25 +50 +75 13EA +25 +50 +75 1302 +25 +50 +75 1303 +25 +50 1400 +25 +50 +75 1401 +25 +50 +75 14(1� +25 +50 +75 1403 +25 +50 FILE NO. I ENGLISH , DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION f SHEET NUMBER E.2 10:01:53 01/06/20 anthony.hemaBn\6057R265\R00-CAD-GIS\02-SHEETS\SHT_MCC0LLISTER_E01.DGN w'' (Ni N N N ' \I, v, V " �_ v. \L Lo ci ,„_, ... _ _______ \,.. . \,. \i- \,,, \,. „.., , ... . .. , \,,.. . ,, ....4 \,.. „,„ \J. I✓ IIIIIIIIIIIIIIII.IIIIIIIIIIIIIIPIIPP".- SEE C-SHEETS FOR MORE INFORMATION 1 Cb lf) .. y y y y y • �� v ✓ y - ®: ', y y y �:Illa ... y __� y y y y ,v y . ice" - Jill . y y y v -Ify ✓ y --- y y .v y y y — y y y y —_—' y y r y y :rig y y y y i "• y y y y y y y y y y y 4- \ y y y y .. y y y LEGEND �;�tiit�� ��1�J Y't"Yii �` _ W HYDRAULIC SEEDING, TYPE 1 ``. 1 t ` ` \ Inall HYDRAULIC SEEDING, TYPE 2 np _ TURF ESTABLISHMENT MAT, TYPE 2 �� � �- ���� u�0� `\ —-- SILT FENCE OR PERIMETER CONTROL DEVICE EROSION CONTROL FOR INTAKE OR MANHOLE WELL ,-1 q i i 0 SET 25 EROSION CONTROL -i OPEN-THROAT CURB INTAKE SEDIMENT FILTER Sta. 316+00 to 331+50 McCollister Boulevard FILE NO. I ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER EC.1 11:09:53 01/06/20 anthony.hemaNNUSWAT1FP001\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_ECO1.DGN F oPe F y\O o�c'./op Flow Line 6aG� Fop_ eon Special Ditch Control a ,,, pe Flow Line i- (Wood Excelsior Mat) i' \ 3:1 �\ 3:1 3:1 :3:1 /++ ' Topsoil(1") + + Jr 3' RECP TRM Seed and Fertilize t 3' 3' 3' ++++J+ + J. `_ �' Type 2C : . Type 2 I ,CO : over Soil Fill / ++++ +++++ ,i lv --V- \ /++++ �✓ - y y -- ..-��,\, SECTION A-A SECTION B-B , 1/ y \ .1...... / y y .. W W W W / ` y Y� + 4, + / y `\ ROCK CHECK DAM J,///J��S W W >Y / "�i` W `�-Y-W W V' W l Y y y y � .\'` \` // %.* W W/W W ' __ y Y 4. iiik `.....a...............4 W y y Y - - --W�L W W W W W ♦ • Y Y Y y y Y .v • \ \..\.Y Y J .__i ,. ` y Y '.. y y , Y y y y Y Y y y y Y Y Y e y YY y : '� - Y Y Y y Y \-.\�-..... y J Y 'Y Y Y Y Y -Y Y Y .Y y y y y y .V y Y y y '�-� Y y -V ��4 . .. -ram Y y . y " y y , yyy y4y 4 y y y JA 1 -v Yy . -. dl a. y y Y y y y .Y - y y •\```�- y y. /... y Y y y y W + .4y ft `-_.v y y •V v" ,�. )/,W W W Y y Y y ' / \.._==� y y y y y W ,V W ft W 4 ,y W 4 �y W W y y y ,V y Y"y y Y y y y' �/I \=- = y y y y y y Y y 4/1 Y +Y y y y Y y Y y y AV y y y�i /I __-'-'- _'may yy-y y�y yyy 4 41 y 'yy 4 yyy y y I// yy yY yy yy.4 . 4-Y-- ft_III __ --—-y y y Y y " y 't -V y ��� 1 y 9 y y 4' y,'.' .:y `\� y s'f + + CLASS E REVETMENT ' + +W / + + 8+ ' + * / / + * + + S * + / NOTE: TURF REINFORCEMENT MAT AND / + • ++ I ROLLED EROSION CONTROL PRODUCT ++ +++ SHALL BE INSTALLED AND PAID ft.. ' I FOR ACCORDING TO SUDAS 9040. �� + , L ...,..../ LEGEND HYDRAULIC SEEDING, TYPE 1 1 11.1111 HYDRAULIC SEEDING, TYPE 2 VMO\ 'X 143 t 7'}'' k TURF REINFORCEMENT MAT, TYPE 2 13 3 ) 13 ROLLED EROSION CONTROL, TYPE 2C CCt48 I _ ����' 7�Z N ;o ,2 ROCK CHECK DAM L. SILT FENCE OR PERIMETER CONTROL DEVICE ti 1 EROSION CONTROL FOR INTAKE OR MANHOLE WELL SEE C-SHEETS FOR MORE INFORMATION 4 F o per 50 EROSION CONTROL Sta. 331+50 to 347+00 7-7-1 OPEN-THROAT CURB INTAKE SEDIMENT FILTER McCollister Boulevard FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER EC.2 I 11:09:54 01/06/20 anthony.hemaNNUSWATIFPOD1\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_ECO1.DGN ,.-_,.-i_,_-.-.".._,-_.-:_,,.-i:v, ,,-•NN i•_ -\ v __ \-\- -,,..N.i.1'.%.•_.,.....•i1..•,/•.V.•._..i- •i._ _...h,. ...-..,.7---.•,,.-.\1 _-....._-.„.—..._...•_. L ,L y -�\ ----_------------ - - _----�I _-_- _------------------------- -- — —r-- „_L\_1„_.,,•_ -1_N--,,I_\.-" -_..,_,-._. y y .1. e__._;_._....._ _V-.1.-_,v,1.- \1_..l/1 1.1', l. ..,-'-"—-" \ __iI.._.._n\ -.. —.. ._-,..-/-. ..,--._...-,.m-W-4.7,•- 0. ,'_-'__:_.-'_o:_-_-_._ 14 .y y (l' -- --- -- -------- -- -- - (4) M M — = M M M y y y y y 1L v- 1L ,G 1L v_ v_ v _. IL .\_.1, y y y y y y •/-- N - -- L —y_- =-- y y y y �j, -\L_—y -� ------ NL NL y yy y y y y y y y y y y y y y y y y y ----- --�'- `I' y �L_ti�� y y y �- —_y�y--Z'�L ---L--�--'e--_-- NL NV ---- ---- -- -------- SEE C-SHEETS FOR MORE INFORMATION I • .. . ..------------------------ r - v- _v --.- --- - -7-u- mot.--- r -v •C-v' j- -----• .-. -. - .. .. .. N/ v/ , ., M M .v ��` ® - - ✓ - - I7 �,: ✓ ✓ y y I -I I .. ��' e� —/ / , .y y y y y „V k a — y y - y > „, } � r Y ✓ .L .L L L .L L L L .4 G �1b1 y y y y '' - ✓ ✓ v y y y y y y %.. .. _• • v• , •-P—.. •-)—p.m•-7,— -•-7 —• -•q! fr•,, \ !L• =4 •_•—•—•J. 1— —-_=._ \' ,L y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y ___ LEGEND : )°I ‘) 13V \:HYDRAULIC SEEDING, TYPE 1y313 �i3 HYDRAULIC SEEDING, TYPE 2 t _ �vUZQZ _ TURF ESTABLISHMENT MAT, TYPE 2 :ti�d L 11--- SILT FENCE OR PERIMETER CONTROL DEVICE _ eEROSION CONTROL FOR INTAKE OR MANHOLE WELL a9i1 GFEET25 u EROSION _=i OPEN THROAT CURB INTAKE SEDIMENT FILTERSta. 347+00 to 362+00 McCollister Boulevard FILE NO. I ENGLISH DESIGN TEAM AECOM IIOWA CITY I PECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER EC.3 I 11:09:56 01/06/20 anthony.hemaNNUSWATIFP001\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_ECOI.OGN Party Personnel Survey Information Alignment Information Mike Fagle - Land Surveyor Steve Miller - Survey Party Chief Jeff Coselman - Assistant Survey Party Chief The horizontal alignment for this survey is based on an office location. Date(s) of Survey Utility Information Begin Date 06/26/2018 A One-call utility design information request (Ticket Number 551804379) End Date 12/27/2018 was made on 05/24/18 and a One-call design locate request (Ticket Numbers 551804585, 551804586, 551804587, 551804588 and 551804589) General Information was made on 06/05/2018. The following Companies were listed: Company Symbol Measurement units for this survey are US survey feet. This survey is for the construction of McCollister Boulevard from Gilbert Street to Sycamore Street in Iowa City, Iowa CenturyLink FO City of Iowa City Gas G City of Iowa City Sewer San(B) Vertical Control City of Iowa City Storm Sewer St. S.(B) City of Iowa City Water Main W Vertical datum for this survey is relative to NAVD88. MidAmerican - Electric El Mediacom Iowa City TV A level circuit was completed from control point MC1 to control point MC9 and bench marks were established. Horizontal Control The horizontal coordinates used for this survey is Iowa State Plane South Zone (1 State Plane Coordinates held at control point number MC1 (North 599318.705, E� State Plane Coordinates were converted to Local Project Coordinates using the fc Sea level factor = 0.999973 Average project scale factor = 0.999976 Combine factor (Grid) = 0.999949113 1 /Grid = 1.000050887 HORIZONTAL AND VERTICAL LOCAL PROJECT CONTROL POINTS McCollister Boulevard Bench Marks Benchmark Elevation Description Number Point North East Elevation Station Offset Feature Description BM 1 650.63 North bolt hydrant at Northeast corner Gilbert Street and McCollister Boulevard. MC1 599318.71 2179658.14 647.40 Off Chain Off Chain CP CONTROL POINT 1/2 IN X 24 IN REBAR BM 2 651.67 Northeast bolt hydrant North side of McCollister approximately 130'Southeast of MC2 599576.42 2180140.09 652.31 . 321+54.63 -26.85 CP CONTROL POINT 1/2 IN X 24 IN REBAR Covered Wagon Drive. MC3 _599499.41 2180757.66 649.80 327+70.64 -26.06 CP CONTROL POINT 1/2 IN X 24 IN REBAR MC4 599183.59 2181089.64 648.84 332+22.63 46.67 CP CONTROL POINT 1/2 IN X 24 IN REBAR BM 3 651.99 Northeast bolt hydrant North side of McCollister approximately 550'Southeast MC5 599192.12 2181530.97 .666.96 335+65.99 -230.72 CP CONTROL POINT 1/2 IN X 24 IN REBAR of Covered Wagon Drive at end of paving. MC6 599202.08 2181870.28 674.68 338+27.89 -446.68 CP CONTROL POINT 1/2 IN X 24 IN REBAR MC7 599242.99 2183253.91 674.71 355+74.54 -762.85 CP CONTROL POINT 1/2 IN X 24 IN REBA .1 BM 4 670.28 Northeast bolt hydrant West side of Wagon Wheel Drive at end of paving MC8 598652.11 2183878.74 679.53 361+99.24 -171.83 CP CONTROL POINT 1/2 IN X 24 IN REBA I_„Ji3 �MOI approximately 140'South of Langen berg Avenue. -�MC9 598300.70 2183883.90 676.60 362+04.32 179.58 CP CONTROL POINT 1/2 IN X 24 IN REB O ,k113 BM 5 677.96 Northeast bolt hydrant East side of Armstrong Drive at end of paving �Y approximately 140'South of Langenberg Avenue. EL :t I Odd L !I U�ZUZ BM 6 676.45 Northeast bolt hydrant East side of Russell Drive at end of paving approximately 180'South of Langenberg Avenue. q1 1 -1 BM7 681.47 Northeast belt hydrant at Southeast quadrant of Sycamore Street round-about. FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY [ PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER 6.1 08:58:39 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_GO1.DGN 101-16 10-20-09 ALIGNMENT COORDINATES Point on Tangent Begin Spiral Begin Curve Simple Curve PI or Master PI of SCS End Curve End Spiral Name Location Coordinates Coordinates Coordinates Coordinates Coordinates Coordinates Station Station Station Station Station Station Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting)_ Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) MLMCCOLLISTER McCollister Blvd Exstension 30000 315+75.00 599334.35 2179608.95 . . 30001 319+02.60 599473.06 2179905.74 325+13.92 599731.89 -1-_2180459.56 330+00.00 599356.9911_ 2180942.42 __ 30002 339+16.05 598795.19 2181665.98 344+30.19 598479.88E 2182072.08 349+06.68 598480.00 I 2182586.22 30003 362+38.27 598480.29 2183917.81 - -_-_-+ 30004 382+63.33 598480.73 2185942.87 SRGILBERT Gilbert 40000 1100+00.00 599645.48 2179566.12 ._.___. }. 40001 1103+00.00 599374.37 2179694.57 40002 1106+00.00 t 599103.26 2179823.02 SRCOVERDWAGON Covered Wagon Road 41000 1200+00.00 599499.77 2180689.91 _ COVERDWAGON-1 1200+87.56 599581.44 2180721.49 1203+31.88 599809.31 t2180809.62 1205+14.15 599805.15 2181053.90 SRARMSTRONG Armstrong Road Connection 42000 1300+00.00 598613.97 2181573.98 42001 1302+00.00 598774.68 2181693.03 _ _ SRARMSTRONG-1 1304+36.50 598964.72 2181833.80 1304+71.01 598992.44 2181854.34 1305+02.95 599026.94 2181853.41 . 42003 1309+00.00 599423.84 2181842.71 SRRUSSELL _Russell Road Connection 43000 1400+00.00 598280.14 2183241.39 43001 1402+00.00 598480.14 2183241.34 SRRUSSELL-1 1405+11.87 598792.02 2183241.27 1406+02.29 598882.43 2183241.25 1406+92.70 598972.81 2183238.51 43003 1409+57.31 599237.30 2183230.48 1 SRSYCAMORE Sycamore Street SYCAMORE-1 82+73.45 596711.72 2183936.51 83+16.44 596754.18 2183943.23 83+59.22 596797.17 2183942.60 SYCAMORE-2 I- 104+84.64 598922.36 2183911.49 105+07.74 598945.45 2183911.15 105+30.82 598968.54 2183911.88 SYCAMORE-3 107+30.81 599168.43 2183918.19 107+50.34 599187.95 2183918.81 107+69.87 599207.48 2183918.66 50001 - 111+42.56 599580.16 2183915.86 _L_ EB_LT_TRN1 EB Left Turn @ Covered Wagon T _ EB_LT_TRN1-1 0+00.00 599547.09 2180533.25 0+54.94 599552.92 2180478.62 1+09.76 599552.68 2180423.69 WB_LT_TRN1 WB Left Turn @ Covered Wagon I I WB_LT_TRN1-1 _ 0+00.00 599487.42 2180717.80 __ 0+66.38 599461.59 2180778.95 1+32.57 599427.90 2180836.15 - WB_LT_TRN1-2 1+32.57 599427.90 2180836.15 1+88.14 : 599404.59 2180886.59 2+43.60 599375.85 2180934.16 ' 1 EB_LT_TRN2 EB Left Turn Armstrong EBLTTRN201 0+00.00 598935.86 2181468.51 EBLTTRN202 1+10.55 598877.09 2181562.14 EBLTTRN203 2+34.88 598800.84 2181660.34 WB_LT_TRN2 WB Left Turn @ Armstrong WB_LT_TRN2-1 0+00.00 598749.23 ; 2181726.70 0+62.24 598713.61 2181777.73 _ 1+24.40 598682.33 2181831.54 WB_LT_TRN2-2 1+24.40 598682.33 2181831.54 1+79.54 598659.50 2181881.73 2+34.62 598640.43 2181933.46 Y EB_LT_TRN3 EB Left Turn @ Russell _ EBLTTRN301 0+00.00 598470.08 2182966.34 EBLTTRN302 1+10.55 598481.10 2183076.34 _ _ _ _ EBLTTRN303 2+35.05 598481.13 2183200.84 WB_LT_TRN3 -- WB Left Turn @ Russell _ _ WBLTTRN301 0+00.00 598479.1494 2183281.8425 WBLTTRN302 1+24.50 598479.1768 2183406.3425 WBLTTRN303 2+34.64 598484.7009 2183516.3413 LTMED_WIDEN Left Median BOC Sta. 322+46.44 to Sta. 324+36.55 { _ _. - - _ LTMED_WIDEN-1 - 0+00.00 599562.76 2180235.92 0+96.06 599576.26 ' 2180331.03 1+91.59 599572.37 2180427.01 LT-WIDEN Left Outside BOC Sta. 322+46.44 to Sta. 324+36.85 i LT-WIDEN-1 0+00.00 599578.59 2180223.25 1+03.11 599594.06 1 2180325.19 2+05.58 599589.83 2180428.21 I RTMED WIDEN Right Median BOC Sta. 322+46.44 to Sta. 324+36.85 T ����±1[. S 9 6( }�¢ $0235.98 0+94.46 599567.08 2180330.34 1+88.29 599552.68 2180423.69 RTMED WIDEN-1 } 04--1T1F1 , 1�J Vtt11 RT-WIDEN Right Outside BOC Sta. 322+46.44 to Sta. 324+36.85 RT-WIDEN-1 0+00.00, 9ri- 44. 8 132180226.83 0+98.71 599550.34 2180325.38 1+96.68 599535.09- 2180422.91 LTMED_NARROW Left Median Width Transition from Sta. 357+26.80 to Sta. 358+36.80 CC :1 Wd L- QZ f 120,1 T LTMEDNRW103 0+00.00 598491.68 2183405.94 I LTMEDNRW104 1+09.74 598486.22 2183515.54 RIMED NARROW Right Median Width Transition from Sta. 357+26.80 to Sta. 358+36.80 _ RTMEDNRW103 0+00.00 598468.68 2183406.42 _ _ # , ' RTMEDNRW104 1+10.14 598474.20 2183516.42 FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER G.2 11/27/2019 9:07:03 AM paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.xlsm 101-16 10-20-09 ALIGNMENT COORDINATES Point on Tangent Begin Spiral Begin Curve Simple Curve PI or Master PI of SCS End Curve End Spiral Name Location Coordinates I Coordinates Coordinates Coordinates Coordinates Coordinates Station Station L Station Station Station Station Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) X (Easting) Y (NTHing) 1 X (Easting) Y (NTHing) 1 X (Easting) LTMED Left Median Lane Edge @ Sycamore Roundabout Tie LTMED1 360+00.00 598486.74 2183679.54 LTMED-1 360+13.16 598486.74 2183692.69 360+21.87 598486.74 2183701.40 360+30.58 598486.36 2183710.11 LTMED-2 t 360+56.35 598485.25 2183735.85 361+14.53 598482.73 2183793.98 361+71.09 598503.58 2183848.31 I EB_RAB_CURB Right BOC @ Sycamore Roundabout Tie _ __ WB_RAB_CURB-1 0+00.00 598502.24 2183698.29 0+20.26 598502.25 2183718.56 0+40.49 598500.20 2183738.72 _ _ WB_RAB_CURB-2 0+40.49 598500.20 2183738.72 0+71.83 598497.04 2183769.90 1+02.66 598503.64 2183800.54 WB_RAB_CURB-3 1+02.66 598503.64 2183800.54 1+15.35 598506.31 2183812.94 1+28.02 598510.08 2183825.05 WB_RAB_CURB-4 1+28.02 598510.08 2183825.05 1+58.54 598519.13 2183854.21 1+87.27 598542.92 2183873.33 RTMED Right Median Lane Edge @ Sycamore Roundabout Tie f RTMED1 360+00.00 598473.74 2183679.54 RTMED-1 360+13.16 598473.74 2183692.70 360+32.78 598473.74 1 2183712.32 360+52.38 598475.67 2183731.86 RTMED-2 ' 361+13.40 598481.66 2183792.58 361+40.90 598484.36 2183819.95 361+67.07 598472.68 2183844.84 WB_RAB_CURB Left BOC @ Sycamore Roundabout Tie EB_RAB_CURB-1 0+00.00 598458.24 2183692.75 0+27.47 598458.25 2183720.22 0+54.86 598461.87 2183747.45 EB_RAB_CURB-2 0+90.36 598466.05 2183782.70 1+20.52 598470.02 2183812.60 1+48.94 598456.80 2183839.70 EB_RAB_CURB-3 1+48.94 598456.80 2183839.70 1+58.31 598452.69 2183848.13 1+67.11 598444.52 2183852.71 WAG_RET 1 Covered Wagon Return 1 (NE) I 1 WAG_RET_1 0+00.00 599542.42 2180723.02 0+24.11 599519.93 2180714.33 0+38.36 599510.43 2180736.48 WAG_RET_2 Covered Wagon Return 2 (NW) WAG_RET_2 0+00.00 599538.99 2180662.65 0+24.09_ 599531.14 2180685.42 0+38.34 599553.61 2180694.11 1 ARM_RET_1 Armstrong Return 1 (NE) - ARM_RET_1-1 0+00.00 598804.71 2181734.96 0+21.90 598785.26 2181724.89 0+35.97 598772.72 2181742.84 ARM_RET_2 Armstrong Return 2 (NW) _ _ ARM_RET_2-1 0+00.00 598821.67 2181676.73 0+21.82 598808.28 2181693.96 0+35.88 598823.55 2181709.55 ARM_RET_3 Armstrong Return 3 (SW) I ARM_RET_3-1 - 0+00.00 598776.77 2181644.88 0+21.71 598763.46 2181662.03 0+35.76 598744.61 2181651.25 1 ARM_RET_4 Armstrong Return 4 (SE) _ ARM_RET_4-1 0+00.00 598726.03 - 2181676.51 0+21.54 598741.65 1 2181691.35 0+35.56 598729.28 2181708.99 RUS_RET_1 Russell Return 1 (NE) __ RUS_RET_1-1 0+00.00 598529.14 2183257.08 0+21.71 598507.64 72183260.12 0+35.76 598507.65 2183281.84 RUS_RET_2 Russell Return 2 (NW) RUS_RET_2-1 1 0+00.00 598507.63 2183200.84 0+21.72 598507.64 2183222.55 0+35.76 598529.14 2183225.59 1 RUSRET3 Russell Return 3 (SW) _ RUS_RET_3-1 0+00.00 598452.63 2183200.85 0+21.72 598452.64 2183222.57 0+35.76 598431.13 2183225.61 RUS_RET_4 Russell Return 4 (SE) RUS_RET_4-1 i 0+00.00 598431.14_2183257.10 0+21.72 598452.64 2183260.13 ' 0+35.76 598452.65 2183281.85 SYCAM_RET_2 Sycamore Return 2 (NW) SYCAM_RET_2-1 0+00.00 598502.24 2183698.29 0+20.26 598502.25 2183718.56 0+40.49 598500.20 2183738.72 SYCAM_RET_2-2 0+40.49 598500.20 2183738.72 0+71.83 598497.04 2183769.90 1+02.66 598503.64 2183800.54 - SYCAM RET 2-3 1+02.66 598503.64 2183800.54 1+15.35 598506.31 2183812.94 1+28.02 598510.08 2183825.05 '_ SYCAM_RET_2-4 1+28.02 598510.08 2183825.05 1+58.54 598519.13 2183854.21 1+87.27 598542.92 2183873.33 r SYCAM_RET_3 Sycamore Return 3 (SW) SYCA1RET_3-0 0+00.00 598458.24 2183692.70 0+27.45 598458.24 2183720.15 0+54.83 598461.86 2183747.37 SYCAM__RET_3-1 - 0+90.41 598466.05 2183782.70 1+20.57 598470.02 2183812.60 1+48.99 598456.80 2183839.70 SYCAM_RET_3-2 _ - 1+48.99 598456.80 2183839.70 1+58.36 598452.69 2183848.13 1+67.16 598444.52 2183852.71 - i - Vr QI `)Jffl W14OJ 313 Al 13 _ - - - - - - tl : L.- Ntlf.Diu - - - _ - - --------- --- -- - --- FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER G.3 11/27/2019 9:07:03 AM paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.xlsm 101-16 10-20-09 ALIGNMENT COORDINATES Point on Tangent Begin Spiral Begin Curve Simple Curve PI or Master PI of SCS End Curve End Spiral Name Location Coordinates Coordinates Coordinates Coordinates Coordinates Coordinates Station Station Station Station _ Station Station Y (NTHing) 1 X (Fasting) Y (NTHing) 1 X (Easting) Y (NTHing) I X (Easting) Y (NTHing) 1 X (Fasting) Y (NTHing) 1 X (Fasting) Y (NTHing) 1 X (Fasting) SW-LT-1 North Sidewalk (Gilbert to Covered Wagon) SWLT101 0+00.00 599430.50 2179701.20 1 SWLT102 0+10.89 599435.08 2179711.09 - __ _ _ SWLT103 0+18.89 599438.45 2179718.34 SWLT104 0+34.03 599442.95 2179732.80 SWL-LT-1-1 2+21.10 599521.70 2179902.48 3+89.05 599592.41 2180054.83 5+52.43 599597.60___2180222.70 SWL-LT-1-2 4 6+47.94 599606.05 1 2180317.83 7+44.69 599612 45 2180414.37 8+40.86 599600.35 2180510.37 SWL-LT-1-3 8+40.86 599600.35 2180510.37 9+35.28 . 599584.03 . 2180603.37 10+29.19 599551.38 2180691.96 SW-LT-3 North Sidewalk (Tie to Sycamore) ____ - - 5WLT301 0+00.00 598529.14 2183257.08 -I- - SWLT302 5+54.14 598529.27 2183811.22 _ SW-LT-3-1 -, 5+73.69 598529.27 2183830.77 5+75.40 598529.27 I 2183832.48 5+77.10 598529.51T2183834.17 SW-LT-3-2 5+77.10 598529.51 2183834.17 5+89.62 598531 29 2183846.56 6+00.18 598542.46 2183852.20 SW-RT-1 South Sidewalk (Gilbert to Covered Wagon) SWFT101 0+00.00 599343.24 2179742.47 SWFT102 _ 0+33.43 599357.48 2179772.72 _ SWFT103 0+99.62 599385.66 2179832.61 i SW-RT-1-1 2+47.19 599448.49 2179966.13 3+86.28 599507.32 2180092.18 5+22.30 599517.36 2180230.91 SW-RT-1-2 5+22.30 599517.36 2180230.91 6+54.95 599528.18 2180363.12 _ _ _ 7+86.02 599503.81 2180493.51 SW-RT-1-3 __ _ _ 7+86.02 599503.81 2180493.51 8+67.97 599489.64 2180574.23 9+49.52 599461.88 2180651.33 SW-RT-1-4 - 9+49.52 599461.88 2180651.33 11+00.34 599410.78 2180793.23 12+48.67 599318.29 2180912.36 SWFT104 21+82.42 598745.65 2181649.91 - SWRT301 k (Tie to Sycamore) { - 0+00.00 598431.14 2183257.10 , SW-RT-3_1 South Sidewalk --- __----- - -----, _ _ _ _ 4+65.32 598431.25 2183722.42 4+97.34 598431.25 2183754.44 5+29.13 598438.02_2183785.75 SW-RT-3-2 i --_ 5+29.13 598438.02 2183785.75 5+51.84 598442.82 2183807.95 5+73.24 598434.50 2183829.08 SW-RI-3-3 _ 5+80.55 598431.82 2183835.89 5+92.95 598427.28 2183847.42 6+04.37 598416.49 2183853.52 VNt3I 'A113 t{,`=';31 ?413-13 )\1.13 h£ .I 6d L- NVr OZOZ FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER G.4 I 11/27/2019 9:07:03 NI paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.xlsm 101-17 04-19-11 SPIRAL OR CIRCULAR CURVE DATA Horizontal Alignment Data Name Location ASCS Spiral Data Curve Data Remarks OS Ls Ts Es Xc Yc L.T. S.T. AC T L R E MLMCCOLLISTER McCollister Blvd Exstension 30001 62^52'34.71" RT 611.32 1097.40 1000.00 172.05 30002 37^50'21.72" LT 514.14 990.63 1500.00 85.67 SRCOVERDWAGON Covered Wagon Road COVERDWAGON-1 _ 69 50'05.52" RT r 244.32 426.60 350.00 76.84 ----------- SRARMSTRONG Armstrong Road Connection _ SRARMSTRONG-1 38 04'27.81 LT 34.51 66.45 100.00 5.79 SRRUSSELL Russell Road Connection SRRUSSELL-1 1^43'36.21" LT 90.42 180.82 6000.00 0.68__ SRSYCAMORE Sycamore Street _ i SYCAMORE-1 _ _ 9^49'42.45" LT 42.99 85.77 500.00 1.84 I" SYCAMORE-2 2^38'45.68" RT 23.10 46.18 1000.00 0.27 SYCAMORE-3 294'15.94" LT 1 19.53 39.06 1000.00 0.19 EB_LT_TRN1 EB Left Turn @ Covered Wagon EB_LT TRN1-1 _ - 6^21'06.89" LT 54.94 109.76 990.04 1.52 WB_LT_TRN1 WB Left Turn @ Covered Wagon _ WB_LT TRN1-1 7^36'12.21" RT 66.38 132.57 999.00 2.20 WB_LT_TRN1-2 699'59.13" RT 55.57 111.03 1004.50 1.54 WB_LT_TRN2 WB Left Turn @ Armstrong _ i WB LT TRN2-1 I ^ 4 44'S5.14" LT 62.24 124.40 1501.00 1.29 WB LT TRN2-2 4^13'27.37" LT 55.14 110.22 1495.00 1.02 LTMED_WIDEN Left Median BOC Sta. 322+46.44 to Sta. 324+36.85 LIMED WIDEN-1 10^24'16.20" RT 96.06 191.59 1055.05 4.36 LT-WIDEN Left Outside BOC Sta. 322+46.44 to Sta. 324+36.85 __ LT-WIDEN-1 10^58'S6.00" RT 103.11 205.58 1072.55 4.94 A RTMED_WIDEN Right Median BOC Sta. 322+46.44 to Sta. 324+36.85 RTMED_WIDEN-1 1 _ _ 11^23'18.91" RT 94.46 188.29 947.28 4.70 _- RT-WIDEN 1 Right Outside BOC Sta. 322+46.44 to Sta. 324+36.85 RT-WIDEN-1 12^07'12.59" RT 98.71 196.68 929 78 I _ 5.23_ LIMED Left Median Lane Edge @ Sycamore Roundabout Tie I - LIMED-1 2^29'42.30" RT 8.71 17.42 400.00 0.09 LIMED-2 23^28'44.06" LT 58.19 114.74 280.00 5.98 - EB_RAB_CURB-' Right BOC @ Sycamore Roundabout Tie _ _ WB_RAB_CURB-1 5^48'00.85" RT 20.26 40.49 400.00 0.51 WB_RAB_CURB-2 _ 17^56'41.01" LT 31.34 62.17 198.50 2.46 WB_RAB_CURB-3 5^05'49.69" LT 12.69 25.35 285.00 0.28 _ WB_RAB_CURB-4 33^57'09.23" LT 30.53 59.26 100.00 4.56 RTMED Right Median Lane Edge @ Sycamore Roundabout Tie_ RTMED-1 5^37'06.65" LT 19.63 39.22 400.00 0.48 RTMED-2 30^44'52.47" RT 27.50 53.67 100.00 3.71 WB_RAB_CURB Left BOC @ Sycamore Roundabout Tie EB_RAB_CURB-1 7^33'37.66" LT 27.47 54.86 415.75 0.91 EB_RAB_CURB-2 _ _ 33^33'55.59" RT 30.16 58.58 100.00 4.45 EB_RAB_CURB-3 34^41'18.91" RT 9.37 18.16 30.00 1.43 WAG_RET_1 Covered Wagon Return 1 (NE) WAG_RET_1 i 87^55'14.35" LT 24.11 38.36 25.00 9.73 WAG_RET_2 Covered Wagon Return 2 (NW) WAG_RET_2 87^52'42.94" LT 24.09 38.34 25.00 9.72 ARM_RET_1 Armstrong Return 1 (NE) 1 ` ARM_RET_1-1 82^26'30.38" LT 21.90 35.97 25.00 8.24 ��ttnn{{�1, Q d 31 ARM_RET_2 Armstrong Return 2 (NW) �� �i,ty - ARM_RET_2-1 J 8293'54.59" LT 21.82 35.88 25.00 8.18 ARM_RET_3 Armstrong Return 3 (SW) _ L- �a1 {1Z13Z ARM_RET_3-1 _ U 81^57'10.86" RT 21.71 35.76 25.00 8.11 ARM_RET_4 Armstrong Return 4 (SE) - ARM_RET_4-1 81 29 42 42 RT 21.54 35.56 25.00 8.00 RUS_RET_1 Russell Return 1 (NE) _ RUS_RET_1-1 81^57'07.75" LT 21.71 35.76 25.00 8.11 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER G.5 11/27/2019 9:07:04 AM paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.xlsm 101-17 04-19-11 SPIRAL OR CIRCULAR CURVE DATA Horizontal Alignment Data Name Location ASCS Spiral Data Curve Data Remarks OS Ls Ts Es Xc Yc L.T. S.T. AC T L R E RUS RET 2 Russell Return 2 (NW) RUS RET 2-1 81^57'41.57" LT 21.72 35.76 25.00 8.12 RUS_RET_3 Russell Return 3 (SW) -_ RUS_RET_3-1 • 81^57'39.02" RT 21.72 35.76 25.00 8.12 RUS_RET_4 Russell Return 4 (SE) 1 RUS_RET_4-1 i 81^57'41.08" RT J. 21.72 35.76 25.00 _ 8.12 SYCAM_RET_2 Sycamore Return 2 (NW) j_ SYCAM_RET_2-1 __ _ 5^48'00.85" RT II_ 20.26 40.49 400.00 _ 0.51 SYCAM RET 2-2 17^56'41.01" LT ! 31.34 62.17 198.50 2.46 SYCAMRET_2-3 5^05'49.69" LT j 12.69 25.35 285.00 0.28 SYCAM-_RET_2-4 _ 33^57'09.23" LT 30.53 59.26 100.00 4.56__ SYCAM_RET_3 Sycamore Return 3 (SW) I SYCAM_RET_3-0 7^33'37.94" LT j 27.45 54.83 415.50 0.91 SYCAM_RET_3-1 33^33'55.59" RT 130.16 58.58 100.00 4.45 SYCAM_RET_3-2 34^41'18.91" RT 1 9.37 18.16 30.00 1.43 SW-LT-1 North Sidewalk (Gilbert to Covered Wagon) _ SWL-LT-1-1 23^07'21.86" RT 1 167.95 331.33 821.00 17.00 SWL-LT-1-2 I 10^58'36.29" RT 96.76 192.92 1007.00 4.64 SWL-LT-1-3 r 10^17'11.95' RT 1 94.42 188.33 1049.00 4.24 SW-LT-3 North Sidewalk (Tie to Sycamore) 1 SW-LT-3-1 8^08'10.72" LT L_ 1.71 3.41 24.00 0.06 SW-LT-3-2 55^05'30.93" LT 12.52 23.08 24.00 3.07 SW-RT-1 South Sidewalk (Gilbert to Covered Wagon) SW-RT-1-1 20^52'39.40" RT I 139.10 275.11 755.00 12.71 SW-RT-1-2 15^15'47.52" RT ' _ 132.65 263.73 990.00 8.85 SW-RT-1-3 9^51'00.71" RT 81.95 163.49 951.00 3.52 SW-RT-1-4 18 01'22.72" RT t 150.82 299.15 951.00 11.88 1 SW-RT-3 South Sidewalk (Tie to Sycamore) - __ SW-RT-3-1 I _ 12^11'13.38" LT T 32.03 63.81 300.00 1.70 SW-RT-3-2 33^41'43.66" RT 22.71 44.11 75.00 3.36 SW-RT-3-3 38^59'37.37" RT 12.39 23.82 35.00 2.13 VMOI 1A113 VMU1 ,iC :I148 I.- cWIQZOZ ,6s3 ..p i 3 FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER G.6 11/27/2019 9:07:04 AM paark P:\60579265\900-CAD-GIS\02-SHEETS\G-Sheets-2-6.x sm 108-23A 113-2 08-01-08 04-16-13 TRAFFIC CONTROL PLAN PEDESTRIAN PATH CLOSURES Refer to Tab 108-26A for traffic control specifics. Refer to SUDAS 8030.119 *Assumes 6 foot wide barricade. Stage 1 limits shall be from just east of Covered Wagon to the tie in point at the Sycamore Street roundabout. Closures may need to be removed and re-established. Type III Stage 2 limits shall be from Gilbert Street to just east of Covered Wagon. Location Side Barricades* Remarks Pedestrian path closures as seen in Tab 113-2 are included in the Traffic Control bid item. No detours will be provided. No. STAGE 1 Once the existing road closure barricade is removed at Sta. 332+50, a temporary road closure needs to be installed according to SUDAS 99+70 LT 2 Sycamore Street Roundabout Standard 8030.116 just east of Covered Wagon. 101+85 LT 2 Sycamore Street Roundabout STAGE 2 For the construction of ADA pedestrian ramps and traffic signals at the Gilbert Street intersection use SUDAS Standard 8030.111 or 112 316+00 RT 2 Gilbert Street SW Corner for a lane closure at an intersection. 316+10 LT 2 Gilbert Street NW Corner 1102+40 RT 2 Gilbert Street SW Corner For the paving tie-in at the Sycamore Street Roundabout, contractor to complete removals and grading, except curb removal, using TC-1. 1103+70 RT 2 Gilbert Street NW Corner Use SUDAS Standard 8030.102 for work with minor encroachment into traveled way for curb removal and paving operations. 326+00 LT 2 Covered Wagon NW Corner 1265+00 LT 2 Covered Wagon NW Corner 108-26A Total: 16 08-01-08 STAGING NOTES The staging shown is one method for construction for the project. Maintenance of traffic shall be according to Tab 108-23A. No Value Engineering proposal will be accepted that deviates from the intent of the traffic control plan shown in the plans. Not all temporary easements or permanent ROW along existing McCollister Blvd (Sta. 322+00 to 332+50) may be finalized by start of construction. The conctractor shall coordinate with the city prior to work in these areas. Stage 1 may be constructed concurrently with Stage 2. Stage 2 must be completed between June 15th and August 15th. The traffic signal installation and ADA ramps at Gilbert Street may be constructed during either stage. See Tab 108-23A for the required traffic control for this operation. Stage 1 Traffic - Utilize Sudas 8030.116 for a road closure just east of Covered Wagon. Road Work Ahead signs shall be placed ahead of the roundabout from each direction for the duration of Stage 1. See Tab 108-23A for the traffic control required for work near the roundabot. Stage 1 Construction - Construct proposed McCollister Blvd. from Covered Wagon to the tie-in at the Sycamore Street roundabout. - Construct all storm sewer, all proposed water main, and all electrical and fiber duct. - Stage 1 may be split into 1A and 18 as needed for the required work near the roundabot. - Contractor shall remove curb and gutter at roundabout and construct new pavement within two weeks of beginning work in this area. Stage 2 Traffic - Utilize SUDAS 8030.116 for road closures prior to McCollister near Gilbert Street and north of the Covered Wagon Intersection with McCollister. All traffic in the Covered Wagon neighborhood shall be detoured to use Langenberg Ave. Stage 2 Construction - Construct all of proposed McCollister Blvd., all patches, and all of the Covered Wagon Intersection. - Construct all storm sewer, all water main relocation, and all electrical and fiber duct. - If needed Stage 2 can be split into Stage 2A and 2B. Stage 2A would include the construction of all McCollister Blvd. between Gilbert Street and Covered Wagon, including the reconstruction of Covered Wagon. This would include all proposed pavement, patching, and storm sewer construction. Stage 2B could then be completed once traffic is reopened to complete the sidewalk, water main, and all fiber and electrical duct work. Stage 2B may be completed after August 15th. `-"A01 'A113 VMOI M8313 A113 tE :11-1d L- tor oZOZ 1 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BLVD SHEET NUMBER 3 .1 1/6/2020 11:20:19 AM anthony.hemann P:\60579265\900-CAD-GIS\02-SHEETS\J-Sheet.xlsm STAGE STAGE 2 . // ) ' . -. .. •• STAGE I STAGE I 11104/ 411, v'A410 J4 .I I 0-13 'VAI 01 'IC :I Lid L- t r ?QZ LEGEND 0 250 ` .' ' FEET STAGE STAGE 2 Li FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER J.2 08:15:53 11/25/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_J01.sht NOTE: All longitudinal ,Joints shall be either 'KT-2' or 'L-2' unless indicated otherwise. All transverse joints shall be 'CD' joints with a maximum 17' spacing unless indicated otherwise. If a ,joint length is 2', a 'C' joint shall be used instead of a 'CD' joint. Refer to SUDAS for details of paved header-, if applicable. Refer to SUDAS 7010.101 for additional details. Refer to SUDAS for additional jointing details around physical features. CO d- N 323+35.94 N 324+36.37 Cr) 4.50 LT27.50 LT 325+86.00 (MLMCCOLLISTER) (Y) (MLMCCOLLISTER) 59.00 LT EL. 651.58 N 325+8p A9.00 LT6 L• 651.32 0 326+08.60 49.00 LT 15' 15' 15' ��- _ aW 11110111110•0111111g I. ... � 32 5+ 43.00 97 87 0T IIIIMIIIIIIMITITIIIIIIIII 12 324+35.44 R44 324+36.85 eataftft326+ 4' (MLMCCOLLISTER) 10.00 LT 39 0 06 07 (MLMCCOLLISTER)00LT 325+45.14 0 L imims 14' 14' 14' 14' 14.0' i 11111111/111111MMWIMM 1.00 LT(MLMCCOLLISTER) `at 323+35.65 4.50 RT _ (MLMCCOLLISTER) -;�-_ Li a Ji-alia I a I la 8111.04/e a 0 2 a...._ 322+35.50 324+36.37 _ 0.00 27.50 RT ftialrft4M/ (MLMCCOLLISTER) (MLMCCOLLISTER) kirre- N ,)\03 Nci;Aok , :.,c3\ )‘‘,,,$) -. }V8-3-\3 z :, did L- 11V -11-L 2 . \ o gg Detai Is FEET A McCollisternBlvd. Widening FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION 1 SHEET NUMBER L.1 14:59:47 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCCLLISTER_L01.DGN 1200+79.30 END PAVING 650.69, [ 0AGON) _ i (651.00) 650.69 2.0 . 0 15.5, 15.5' ♦ C E 0 E o 327+47.43 L V., L +, 1200+51.72 0 0 15.50 LT 1200+51.72 (MLMCCCOLLISTER) c 2 c 2 326+70.37 (SRCOVE-: : ) 15.50 RT D L 0 L° 52.50 LT (SRCOVERDWAGON) 1- I- 649.99) (MLMCCOLLISTER) 1r (650.►3 D 8( D WAG-RET- 1 - - - - - :r WAG-RET-2 0 15.5' 15.5' V (SRCOVER DAG17.23 LT ` 649.77 ll ?I 326+70.37 I 327+47.43 650.07 G 27.50 LT 1200+39.73, :8.56 RT 27.50 LT 649.,3 -27.5CC LLISTER) Iiiih, IIPF(SRCOVERDWAGOIN) (MLMCCOLLISTER) /_( 4c:L6L) - (64•.97 assmis *AI tb 1200+30.68, 27.00 RT a� (SRCOVERDWAGON) 649.36) 327+68.00, 10.00 RT 0.8% 0.8'(. 326+55.45, 10.00 LT 327+43.90, 10.00 RT (MLMCCOLLISTER) ►� 11-°.(MLMCCOLLISTE3�6+73.85, 10.00 LT (MLMCCOLLISTER) o (649.72650.40 650.32 ConstantSlope N (MLMCCOLLISTER) 649.67) 650.36 E:=D=Dili g , (649.92 649.87 • I 649.82) I L___�� 326+73.85, 1.00 LT ' • �� (MLMCCOLLISTER) 650.41 650.49 326+55.45, 1.00 LT (MLMCCOLLISTER) (649.72 649.67) 327+43.90, 10.00 R 327+68.00, 10.00 0.4 0.8Y. l in (MLMCCOLLISTER) (MLMCCOLLISTER) � in06 `mi•l co Constant S lope N N VMOI 'A1I3 Vti/101 N } TI3A11J 1E :I lid L- NVf OZOZ 0 e I, �o � � �i � � HMIGeometric and Staking Details FEET Intersection of McCollister Blvd. and Covered Wagon FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.2 I 14:59:51 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER-LOLOON I NOTE: 658 658 65: 658 All longitudinal ,joints shall be either 'KT-2' or 'L-2' unless indicated otherwise. RSZ 657 6 . _65z All transverse joints shall be 'CD' ,joints with a maximum 17' spacing unless indicated otherwise. If a joint length is 2', a 'C' joint shall be used instead of a 'CD' ,joint. 65E I L 656 65: 656 Refer to SUDAS for details of paved header, if applicable. I1 I Refer to SUDAS 7010.101 for additional details. I 654 I 655 WAG-RET-2 col J 655 6 - FI WAG-R T- I I I '_.. 655.__ Refer to SUDAS for additional ,jointing - T -r HI �I MI 654 65 m �I a� �1 654 _ details around physical features. 0 1N �I �I mI ml % I 653 MN4 .kh _. ______ 653 65 . ._ -b' aoi La 653 `° SR IV NP et� ,�,) N;� 3.5' 3.5 652 65. ^ inv. r� 652 652 v v�ap ` F° ln�o Q'Is M61 651 ml> m 651 651' m> +1 c'uco nl 1 651 in � m 0 No-4 mio ml>1:0 m> d'I> ¢i N m NI m ( 650 65 -800% .� F 3.25� 650 65( 3-25% •-O 33% i N - • /. _ { -0.800% 649 v.. - ---.___._ .__.___ 649 _ 6 • -0i 0. '; -- I 649� ! 41 648 648 64: 1 648 e./5.2' 12' 12' 5.2 647 _ 647 6 , 647___ n 1 6.0' 6.0' 646 646 64: __ 646 n o N o F4F 645 ._ _ 6•- 645 ..._. ui in �.. 644 644 644 -- __ 644 10• 9.1' 9.1' 9.1' 9.1' 9.1' 9.1' 10' 9.0' 1 15.33' B43 643 _ 6 643 - - 64 642 64• _ - . 642 '" :. 64. .. 0 10 20 30 40 50 .641 R4 010 20 30. ._ __40 _ 50 641 / Cr 8.8' 8.8' ,. 12' 12' 8.8' l I 10' 8.6' 8.6' 8.6' _ 8.6' 8.6' 8.6' 10' 8' 15.33' i in 15' — t F E 12' `O 12' I 1 7 di Ell N: 01 'A1i3 VM01 1d313 A113 ri :1 t-1d L- tar OIOl � 4 ---1 .., .71 I "-` Intersection of McCollister Blvd. and Covered Wagon FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I_ SHEET NUMBER L.3 I 14:59:57 01/06/20 anthony.hema5r\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN 1302+49.11 15.81 LT (SRARMSTRONG) 339+08.35 1302+49.09 ARM-RET-1 ARM-RET-1 ARM-RET-2 52.50 LT 15.82 RT 339+91.97 ARM-RET-2 (MLMCCOLLISTER) -(SRARMSTRONG) 52.50 LT - �(MLMCCOLLISTER) 655.29) 655.13 - - - - 654.97 4. ,:: ?.0% 1.01, (i 339+19.93, 130.32 LT �� 1302+38.14, 20.45 RT ' 15.75 P (SRARMSTRONG) 15.75 655.37 (MLMCCOLLISTER) E ♦ ♦ o 339+08.35 ' o +' - o +' 27.50 LT 0 I w N w m C4 33) 81.14, 29.83 LT m (MLMCCOLLISTER) (M4 CCOL ISTER) ♦I_ n L 55.6a) i �. 04 ` 1_:ak Ma Q.9% 0.9% 0 339+91.97 q 27.50 LT (655.12) -(655.18) (655.51) 655.88) (MLMCCOLLISTER) 338+93.30, 10.00 LT - - lin(MLMCCOLLISTER) LU Constant Slope ►� co. 339+11.80, 10.00 LT cV l R - (MLMCCOLLISTER) 340+07.00, 1.00 RT (655.38 655.47) I • I::::::::: 339+88.50, 1.00 RT (MLMCCOLLISTER) (MLMCCOLLISTER) 655.59) 656.41 656.32 L__-_-_, 339+11.80, 1.00 LT (655.47 \ \-(655.56) 0(MLMCCOLLISTER) ........... 0 339+93.30, 1.00 LT 656.32 (MLMCCOLLISTER) 339+88.50, 10.00 RT- 340+07.00, 10.00 RT 656.23 y) 339+10.68 (MLMCCOLLISTER) (MLMCCOLLISTER) Constant Slope >~ o• r 27.50 RT `mi•l co (MLMCCOLLISTER) N F{655.51) 655.85 (655.15 d „ I . r o �_5_ 339+89.13 . I • Q.9% Q.9/. • 27.50 RT (MLMCCOLLISTER) ♦ c ♦ o Allibl L E ° E 1 o 339+79.09, 29.73 .-. Alk c w N 655.61 1301+62.72, 20.27 LT i (MLMCCOLISTER) . (SRARMSTRONG) (655.01 655.15 - 11 1301+62.19, 19.90 RT �.0 0'(. • (SRARMSTRONG) 15.75' 15.75' 339+10.68 339+89.13 (654.76 (655.08)-I 654.91 52.50 RT 52.50 RT (MLMCCOLLISTER) (MLMCCOLLISTER) ARM-RET-3 1301+50.97 1301+51.08 ARM-RET-4 ARM-RET-3 ARM-RET-4 15.67 LT 15.69 RT (SRARMSTRONG) (SRARMSTRONG) *\ 1Z : Hd L- t��iC OZDZ ��� o FEET Geometric and Staking Details '��1 Intersection of - - McCollister Blvd. and Armstrong FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.4 I 15:00:01 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT-MCCOLLISTER-LO1.DGN OTE 664 664 ss 664 -- All lo: ngitudinal ,joints shall be either 'KT-2' or 'L-2' unless indicated otherwise. 6 3 663 66 .663_ All transverse ,joints shall be 'CD' ,joints with a maximum 17' spacing unless indicated otherwise. If a Joint length is 2', a 'C' ,Joint shall be used instead of a 'CD' joint. ss _ 662 66 662 Refer to SUDAS for details of paved header, if applicable. I ,-IRefer to SUDAS 7010.101 for additional details. 6t;1 I 661 �- ARM•RET-2 661 +- 661 JI Refer to SUDAS for additional Jointing details around physical features. 1 (. I ARM-RET-1 1 I 660 _ [-I r-1 660 i 66 11.,:i Ei 660 I I�659 En N,II_ Ni _.. 659 .. 6c cni1 N� ... 65q N1 M m0• -- m • , I:00Witi 658 .0 mlaor658 65 m ° 658657 aoD v'n a 657 65 OD M ��> 6S7 ' I +I CVO'Im �� .656 M6) Mc Nm1'm 656 656 m� m�+2.2c ��+ i�7x+Q.9QL•_ ::: +0.50% -088% '" +1 00% +2.0 '9Z 655 ..._... 655 __-~ ! i _ , 5.5' 5 5 12' 654 1 I 654 654 654 12' 653 I 653 fi 653 a 0, N 8.0' 652 652 65 -- _I ----__1-----*--_- 652 T� OM -- 01.3: :751i _fiS.L i i 651 6 651 in A um 10, 15' 15' 650 650 650 !.. 650 co 9.8' 15' 6 15' 10' 9.8' 9.8' 9.8' 649 649 649_. ' 649 ... 64E i 648 648 - _____-__ __ 648 A47- 647 647. 647 0 10 20 30 40 50 0 10 20 30 40 50 9.0' Zr 10.0' I 110.0' 10.0' 12' 12' 10.0' 10.0' imimi ' I .. 664 _ 664 664 I _. 664 9.0' 663 663 663 ! 1 663 '" ARM-RET-4 15' 15' 10' 6.67 - 662 662 662 661 _ 661 661 I I I 661 '" - 15' 15' I ARN aRET-3 j cI H 1 �1 10.2' 10.2' 10.2' I H 1 clI 10.2' 10.2' 10.2' �- I - 66E__. F_I . 1 660 660 I o1 c�.. a 660 CCI NI H I H to f n I I I �I ill rr:¢i -_-_I I�� �i .341 ° NI 659 F .�RIMISMIlin 6558_. NYn of 1 658 658 t\I I i6 1 ,I I. 1 c0 (RI I M �� I in .._ ; �� On- 658 _ col 657 mn, � m 657 65 mm n m�� M 657 7.2' 12' 12' 7. ' I �c0 l•- m 656_rT.._ .ar00 _ +� 0 mill .y al tt 656 656 > a, 5' �14 2 25% +CLAD% -656-- > I +I _ > o +0 90% 0.58% al 1655 655 MM�+2.004 �" +3. 655 -'- -' .00%�" =2O�i 2_00%"" _ - - 655 654 654 _ 6c � 654. 653 __� 653 65 _ --� 653 I 652 ► 652 6K; 652 ARM-RET-3 ARM-RET-4 651 - .__ ___ 651 651 651 650 650 __ 6Kr _ -. __ 650 649 649 64S_- _ _ 649 _ � `^ 1� � ,� ' ���� 648 .648 64P 648 * vit ui a .,{r 647 647 647 - 647 `\ tit : A L- "111 �Z�Z FEET Edge Profile & Jointing Details Intersection of I 1 CA3 \ McCollister Blvd. and Armstrong o - TO-TO- - 21 30 AE 40 50 s'n 0 1 3n - 40 - 50 Ei3 FILE NO. I ENGLISH DESIGN TEAM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.5 I 15:00:10 01/06/20 anthony,hemaRo\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN / - / - RUS-RET- RUS-RET-1 355+21.30 RUS-RET-2 1402+49.00 2.5o LT RUS-RET-2 52.50 LT 1402+49.00 -15.75 RT (MLMCCOLLISTER) 15.75 LT (SRRUSSELL) (MLMCCOLLISTER) (SRRUSSELL) - - 667.96) (667.67 ,cr 667.83) 2.0% 1.0% 1402+37.35; f 20.61 LT ' 1402+37.16 20.16 RT 15.75 15.75' (SRRUSSELL)1 ( , (SRRUSSELL) (667.41 E o E 667.94 355+21.30 1 - 1 356+02.30 o a' - o 27.50 LT 1 27.50 LT `° (MLMCCOLLISTER) 1 1 (MLMCCOLLISTER) p L 4 L K6 !O C666.70 ~ ~ 2.32% 2.32% _� o -(667.53) 355+06.30, 10.00 LT - In Constant Slope (MLMCCOLLISTER) 106 N 355+24.80, 10.00 LT (MLMCCOLLISTER) (666.85) 667.05D L----l"'-i 356+17.30, 1.00 RT 667.25 355+98.80, 1.00 RT (MLMCCOLLISTER) / (MLMCCOLLISTER) 668.94 669.14) CY I I I I I I I I I I \-- 355+24.80, 1.00 LT ( *_l l 4 (MLMCCOLLISTER) 666.94 667.14 668.69 CI 355+06.30, 1.00 LT ......... (MLMCCOLLISTER) 1 �' `� 355+98.80, 10.00 R I N in Constant Slope 668.85 669.05) [tin (MLMCCOLLISTER) 356+17.30, 10.00 RT 355+21.30 (MLMCCOLLISTER) N 27.50 RT (666.70 667.53) 668.50) (MLMCCOLLISTER) 356+02.30 2.32% 4€.12.32% ..... 27.50 RT (MLMCCOLLISTER) � o o II 119.05RT = ~ 52.50 RT (MLMCCOLLISTER) 355+21.30 1401+51.00 1401+51.00 52.50 RT 15.75 LT 15.75 RT(MLMCCOLRET-3 (SRRUSSELL) (SRRUSSELL) RUS-RET-3N 1 r \l al 'AlI0 VitA0 RUS-RET-4 }1� �� 0 10 RUS-RET-4 � � ��� :-„ Geometric and Staking Details FEET FEET .4_ Intersection of McCollister Blvd. and Russell FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY -I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.6 I 15:00:14 01/06/20 anthony.hemaRc\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN NOTE: 674 RUS RET 2 674 674 _ Rus-REr- _ �i 674 All longitudinal ,joints shall be either 'KT-2' or 'L-2' unless indicated otherwise. r-iI F7� re -II s73 All transverse ,joints shall be 'CD' ,joints with a maximum 17' spacing unless indicated otherwise. 673 I J �I s73 u�i1 _ di If a joint length is 2', a 'C' joint shall be used instead of a 'CD' joint. 672 Fi �I �I 672 672 NI Ni N, 672 Refer to SUDAS for details of paved header, if applicable. m JI Refer to SUDAS 7010.101 for additional details. 671 0l N� 671 671 ''� Rice, __ 671 Refer to SUDAS for additional ,jointing details around physical features. m 670 �� '25 670 670 vW +1, 011 670 669 +I o 1-co 669 669 m �I v 1_ L ' 669 668 LoIv I -W+2.00• � 2_oo-% 668 ssa oox +0.92% 668 RUS-RET-1 667 `P +3,.1o'r. I RUS-RET-2 +2_32/. 667 667 - 667 666 666 666 _- 666 — I i 665- i 1_ 665 ; 665w__ _ .-._._,.-_-665.,._, { 664 664 664 _ 664 663 663 66" 663_, E E " 5.37' 12' 12' 5.37 662 662 662 _ ! 662 _ n- 661 661 661 661_ n 7.5' 7.5' ill n 660 _ 660 66C 660 - ZO ^ - ui ' C II 659 ,- -. 659 655_ 659 __ u E E in in 659 I 658 —65 658 15' m 15' 10' co 10' 6'm 15, 15' — 65 . 657 65 __._._ 657 1 0 10 20 30 40 50 0 10 20 30 40 50 610 .. RUS-RET-3 RUS-RET-4 I 9.0' o 674 674 674 674 I [[I I I I .5' 9 5' 9_9' 12' I 12' 9'1' 9.5' 9.5'l I 1 673 _. _— I 11 673 673 673 _II I o n� j 672 1-1 672 6 I - NI 672 c 9.0' c01 - 671 0 _ of _.__ Ni 671 67 _ _,tri (cDp�,. o'I� 671 670 NI ! � 05 Ln ;N mI 670 67 _,-_ ocsiFf 670 -� 669 __ wiwin Low . 669 66 o Mt I - 669 15' 15' 10' 10' 6' 15' 15' > �.. > 6 0 -iw +2.00% + 32% it) in in - 6fi8 + v- _. j 668 668_1_00% +0.50% 668 co E M� + .2 % + 02.A:: J2 . o% 66766 667__666 666 666._ - 7.5' 7.5' 665 --- 665 6655 ' 665 __ 664 __ 664 6F4 { 664_ L E o E 663 _.. .__ L_ 663 663 _ 663 _ f,. — 662 ._ 662 662 . 662-._ 661 - _. 661 66 ! _ I _ 661 660 ... 660 66C- 660__ 1 , RUS-RET-3 I, 659 -+ - `- ;-_ _ 659 VIA01 '1)113 V 1Q1 658 s59 s5__. M3 3 A113 RUS-RET-4 c 658 6qFs 658_ c t' 657 657 657 657 IC :1 Wd L— !VC OM FEET 4 1 -µ 1 1 =_` Edge Profile & Jointing Details Intersection of McCollister Blvd. and Russell 0 2 30 40 50 60"... __ _fl 10 20 30 40 50 610 FILE NO. io ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.7 I 15:00:22 01/06/20 anthony.hemaRn\60579265\ROO-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_LO1.DGN \ / \, , 1 ' \ 360+79.24 \ 217.44 LT 1 \ 361+15.88 `. / _ (MLMCCOLLISTER) 1a05 125.31 LT 1 \1 360+6 (MLMCCOLLISTER) N. O 302.00 1\T 1 ' (MLMCCOL\LISTER) I 1 \ I 1 \ SYC-RET-2 \ \ 361+93.81 . 62.65 LT �I \ (MLMCCOLL .TER) ;. 1 \ 1 \ 361+72.12 - 1 \ 42.62 LT 1 \ (MLMCCOLLISTER 1 i 364+60.87 360+18.75 I \ \ 36.90 LT 22'0 L 360+59.18 361+45.52 (MLt CCOLLISTET (MLMCCOLLISTER) - 1 19.95 LT 361+21.00 29.81 \LT \ (MLMCCOLLISTER) 1 23.38 LT (MLMCCOLLISTER) \ 1 360+90.23 (MLMCCOLLISTER) 360+30.50 i 19.24 LT 361+48.�. 361+58. . 360+13.15, 4.50 LT 4.12 LT 1 (MLMCCOLLISTER) 14.8 !;�. .73 -17.97 L (MLMCCOLLISTER) (MLMCCOLLISTER) \ CCOLLISTER) a (MLMCCOLLISTER) . 1 0 is) O . ., i co .�. ai 360+56.23 i 73 361+34.54 O ' �4361+62.35 or 3.00 LT 1 u 11.09 LT co (MLMCCOLLISTER) LT (MLMCCOLLISTER) I 360+95.64 II 4.54 LT o (MLMCCOLLISTER) (MLMCCOLLISTER cc 1 (MLMCCOLLISTER) .0 361+62.44 .. 3.16 RT _J �' (MLMCCOIILISTE•) 360+82.51 x 361+48.54 �� 361+61.06 m 360+52.12 0.15 LT 0.07 LT - ii 2.59 RT - (MLMCCOLLISTER) 361+12.90 0 (MLMCCOLLISTER)to 1114 4.10 RT 2. 9 LT co (MLMCCOLLISTER) (MLMCCOLLISTER) o °f (MLMCCOLLIS ER) co ; O o ) 361+34.67 " 11111m2.68 LT ` 0 (MLMCCOLLISTER) 361+54.22 • _ 360+13.15, 4.50 RT 'X 1 20.81 (MLMCCOLLISTER) II 360+67.831 361+03.16 1 ,(MLMCC.LLISTER), 18.40 RT I 14.21 RT / /21 360+13.15 (MLMCCOLLISTER) (MLMCCOLLISTER) 22.0 RT - Cn 361+32.34 14.64 0, 35.75 RT 7 (MLMCCOLLISTERI UI (MLMCCOLLISTER) .' (SRSYCAMORE) 11/1/11P - 361+67.60 / 28.62 / ' 1 (MLMCCOLLISTER) 361+47.00 1 i 50.43 RT (MLMCOLLISTER) I / SYC-RET-3 1 / N do►'�lfia li 360+18.70 X2�313 Aim 380.75 RT I I - NW O a (MLMCCOLLISTER) ; , ti£ :` Nd 7 O' 361+16.30 ' ��; (MLMCCOLLISTER) i.113.34 RT � I Geometric Detai Is if .. Intersection of McCol lister Blvd. and Sycamore I FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVA , EXTENSION I SHEET NUMBER L.8 I 15:00:25 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN SYC-RET-2 oy / ______ (67:.96 TOT — s79.0.,w .79.06 ,3°� 0 / 678.•I r 676.93 .-1 (678.35 (677.35 co 677.82 t CM Unlf orm . Cs, ton m' 678.81 _ qto Constant Slope rans (678.64 ►--` '�I 4 TConstant o in � 678.48 Slope ci 677.21 (677.40 _ 677.67 678.03 I .' (.678.18 678.40 v, b (677.89 (678.54 678.66 678.63) 677.59 Constant Sloe o�677.21 ir, . Constant Slop e o N (/hi f N•� i Trer) arm tlo d. (677.76 n ' (677.39 678.43 ` — 676.86 (677.12)-/ (678.05 -4111 d. iiiiiiiiiiiiii 678.54 1OT — (678.58 SYC-RET-3 uL3��3 �, 01 ‘/' "„ cP dM FEET �_�+ Staking Details ,f Intersection of McCollister Blvd. and Sycamore FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER L•9 I 15:00:28 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN RR5 685 684- SYC-RET-2 - j j_ -- �1 --II 684 Air: 6 J001 gN ini 683 — �I Ni N 682_ J �: MI �NWI oN o I ^�° 682 RR 1 o a MI ~ p (yN o000 N 681 in CO 68C_ ox. j +1 +I> o I nto — -la) �-' �I> 680 R75 + rril° ors 0.30% 0.207 679 i o w c�iu +1.70% 0.50% 678 r>� +1.50% 678 R77 +1.00% +1.00% I 677 676 - -- 676 R7F 675 674_ 674 R73 673 67Z_ 672 A71 671 67C _ I - 670 RRc 669 d 10 2b 30 40 J0 60 70 80 90 100 110 120 130 140 150 160 170 180 68F. 685 1 I RA4 SYC-RET-3 _ 684 r Hj . H I681 _ ---I- j - III 683 RA7 r rrto d l N c' 682 681 . J"w co 40 1 2� r�cd. 681 •r 1vIIR 1 �I`D +I> 680 c IA Nan T + v cd Ul 67 RD +I `�W r 679 R7A + 0.46%;r 0.50% .678 (1 +1.00 677-+1.D0 frj"j � — . — 1 r 677 R7A 676 675_ .--- - ___ __ _ : 675 A74 674 I 67' _ ___- 673 R77 1 672 671 __ 671 R7r 670 \J 1 669 -- _--- -- 669 ,�tQ`� }\,, r ...1._ 668 7� t ' �r O��Z k, 1� 1 667 T_ t 667 ` J 666 I Edge Profile Details _! +- 665 Intersection of RR4 McCollister Blvd. and Sycamore 8 3b 40 60 an 10 8b 9 1_Q 17f1 13Q 140 191) 160 1 0 180 664 FILE NII ISH DESIGN TEN4 AECOM 1 I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION] SHEET NUMBER L. 10 15:00:32 01/06/20 anthony.hemaAct60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN NOTE: All longitudinal joints shall be either 'KT-2' or 'L-2' unless indicated otherwise. All transverse joints shall be 'CD' ,Joints with a maximum 17' spacing unless indicated otherwise. _ If a joint length is 2', a 'C' joint shall be used instead of a 'CD' joint. Refer to SUDAS for details of paved header, if applicable. Refer to SUDAS 7010.101 for additional details. Refer to SUDAS for additional jointing details around physical features. r ,. 4/ . ' .... ED JOINT N �. 1'15' fO 15' 10.85' in 11.3' cn in �, 14 N .. ,_ '" 16' 16' 16' 15.0' 15.0' 1- _ 15.5 3.6' 13.o' I II 7I 1� , NOTE: MATCH EXISTING ROUNDABOUT JOINTS s 15.5' 16' 16' 16' v A ti -. e 15' 15' 10.85' "" 0 v O ED JOINT owl iiii\ VttI01 Alto VM01 d313 Alta //' 3 i I Jointing Details Laa„„41° if Intersection of FEET McCollister Blvd. and Sycamore FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER L.11 l 15:00:35 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_L01.DGN 104-5B 10-20-15 Qi Diameter or equivalent diameter STORM SEWER * Bid Item ** For SW-545 INTAKES AND UTILITY ACCESSES PIPES Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 2 ft length is added to each side of the Design Length to account for estimated length to center of structures. Intake/ 0 Connected Flow Lines Location Station and Form Bottom Extension Line Utility Class Pipe Bid* Design Slo e Pi a Joint Pipe No. *Type or Standard Road Plan Grade Well Length** Notes Access Size Length Length ,p p Profile Notes Offset Number No. 'D' 6 (DR-121) Inlet Outlet Other Sheet No. Elev. Elev. FT _ From To IN FT FT Type Elevation Elevation Elevation McCOLLISTER BLVD 1I-101 358+20.00, -22.85 6010-507 673.53 669.03 I-102 358+20.00, 22.85 6010-507 673.53 668.47 P-101 I-101 I-102 2000 15 49.70 45.70 1.00 3 669 5 669.07 M.17 P-102 I-102 I-103 2000 15 193.10 189.10 2.40 668.97 • 664.43 M.14-M.15 I-103 356+25.00, 27.50 6010 509 669.01 663.68 P-103 I-103 UA105 2000 15 118.10 114.10 1.50 664.18 662.47 M.14 I-104 356+25.00, -27.50 6010-509 669.01 664.51 P-104 I-104 I-103 2000 15 59.00 55.00 1.00 - 665.01 664.46 M.17 UA-105 355+05.00, 32.00 6010 401 (48") 667.04 661.72 P-105 UA105 I-106 2000 18 125.00 121.00 1.50_ 662.22 660.41 M.14 I-106 353+80.00, 27.50 6010-507 664.79 659.60 P-105A CAP I-105 2000 15 90.00 88.00 0.80 663.18 662.47 M.17 1-107 353+80.00, -27.50 6010-507 664.79 660.29 P-106 I-106 I-108 2000 18 180.00 176.00 0.75 660.10 658.78 M.14 I-108 352+00.00, 27.50 6010 507 663.38 657.88 - P-107 I-107 I-106 2000 15 59.00 55.00 0.80 660.79 660.35 M.17 I-109 352+00.00, 27.50 6010-507 663.38 658.88 P-108 I-108 I-110 2000 24 225.00 221.00 0.75 ; -658.38 656.72 M.14 I-110 349+75.00, 27.50 6010-507 661.62 656.02 P-109 I-109 I-108 2000 15 59.00 55.00 1.00 659.38 658.83 M.17 I-111 349+75.00, -27.50 6010-507 _ 661.62 657.12 - - P-110 I-110 I-112 2000 24 222.80 218.80 0.75 ' 656.52 654.88 M.13-M.14 I-112 347+55.00, 27.50 6010-507 659.91 654.18 P-111 I-111 I-110 2000 15 59.00 55.00 1.00 657.62 - 657.07 M.17 I-113 347+55.00, -27.50 _ , 6010-507 659.91 655.41 P-112 I-112 I-114 2000 24 157.90 153.90 0.80 654.68 653.45 M.13 I-114 346+00.00, 27.50 6010-507 658.70 652.75 p-113 I-113 I-112 2000 15 59.00 55.00 1.00 655.91 655.36 M.17� _ I-115 346+00.00, -27.50 6010-507 658.70 654.20 - --- - - " . P-114 I-114 I-116 2000 24 105.00 101.00 0.80 653.25 652.44 M.13 I-116 344+95.00, 27.50 6010-510 658.09 651.00 P-115 I-115 I-114 2000�- 15 59.00 55.00 0.80 654.70 654.26 M.17 I-117 344+95.00, -27.50- 6010-509 658.09 653.59 - 0 116 344+28.64, 78.39 4030.222 (24" Apron) End of Apron Location P-116 I-116 0-116 2000 _ 24 77.40 75.40 0.50 2 651.50 651.12 651.09 M.18 --- - P-117 1-117 1-116 2000 15 59.00 55.00 1.00 654.09 653.54 M.18 I-201 341+25.00, -27.50 6010-509 657.07 652.57 P-201 I-201 I-202 2000 ; 15 59.00 55.00 1.00 653.07 652.52 '- M.17 I-202 341+25.00, 27.50 6010-509 657.07 651.92 P-202 I-202 I-203 2000 ' 15 108.10 104.10 0.80 652.42 651.59 I M.12 I-203 340+15.00, 27.50 6010-509 656.08 650.93 P-203 I-203 UA205 2000 15 122.00 118.00 0.80 651.43 650.48 M.12 I-204 340+15.00, -27.50 6010-509 656.08 651.58 �- ! P-204 I-204 I-203 2000 15 59.00 55.00 1.00 652.08 651.53 f M.17 UA-205 338+93.00, 32.00 6010-401 (48") 655.61 649.88 -_------ 4- --- I-206 336+60.00, 27.50 6010-507 652.89 647.34 P-205 UA205 I-206 2000 15 233.00 229.00 1.00 650.38 648.09 _ M.12 __ I 207 336+60.00, 27.50 6010 507 652.89 648.39 P-205A CAP UA205 2000 15 90.00 88.00 0.80 651.34 650.63 M.17 I-208 334+85.00, 27.50 6010-509 651.31 645.55 • P-206 I-206 I-208 2000 18 173.00 169.00 1.00 647.84- 646.15 M.11-M.12 -- --- P-207 I-207 I-206 2000 18 59.00 55.00 1.00 ' 648.89 648.34 M.18 I 209 334+85.00, 27.50 6010 509 651.31 646.81 P-208 I-208 I-210 2000 18 251.00 247.00 1.00 646.05 643.58 M.11 I-210 332+30.00, 27.50 6010-509 649.24 642.88 ' P-209 I-209 I-208 2000 15 59.00 55.00 1.00 647.31 646.76 M.18 I 211 332+30.00, 27.50 6010-509 649.24 643.78 P-211 I-211 I-210 2000 21 59.00 55.00 1.25 644.28 643.59 M.18 I-211A 332+70.00, -27.50 6010-507 649.38 644.40 P-211A I-211A I 211 2000 21 38.00 34.00 1.25 644.90 644.48 _ M.11 1-212 327+72.77, 27.50 6010-510 649.28 639.64 P-212 I-212 ExPipe 2000 30 22.00 18.00 0.80 640.14 640.00 M.18 I-213 327+72.50, -27.50 6010-509 649.28 644.10 -- I-214 326+42.00, 27.50 6010-509 650.20 640.95 - P-213 I-213 I-212 2000 15 59.00 55.00 1.40 644.60 643.83 M.18 I-215 326+27.40, 27.50 6010 509 650.32 641.51 P-214 I-214 I-212 2000 24 119.20 115.20 0.80 641.45 640.53 M.10 P-215 I-215 I-214 2000 24 61.00 57.00 0.80 642.01_ 641.55 M.18 I217UA215A 326+49.39, -52.23 Exis6018ng 51Manhole i 650.58 641.85 P-215A Ex215A I-215 2000 24 34.00 30.00 0.80 642.35 642.11 M.18 I-217 333+37.00, -56.5 V 6010-513 650.20 645.54 - Remove and Replace Ex. MH P-218 I-218 I-219 2000 15 59.00 55.00 1.00 646.72 646.17 f M.17 I-218 325+00.00, -27.50 6010 507 651.33 646.22 Inlet EL. shown SE opening I-219 325+00.00, 27.50 6010-507 651.33 645.57 Connect Existing 21' RCPs P-219 I-219 I-214 2000 15 135.80 131.80 1.50 - 646.07 644.09 , M.10 Est. FL = 646.04 -....-_..__.._. Total: Total: I 4030.222 (24" Apron) 1 Total: 15 1847.80 6010-401 (48") 2 -_ -___ __�._ 2000 18 788.00 6010-507 17 2000 21 97.00 6010-509 14 6010-510 2 2000 24 1002.30 _ 2000 30 22.00 a 6010-513 1 _ Connect to Ex. Structure 1 .. _f .,%At'll 'A1I3 MUI e__ '"r- ] t 13 4i :1 1 d E.-Nvr uz$z. v , E _ .. FILE NO. ENGLISH DESIGN TEAM AECOM JOHNSON COUNTY PROJECT NUMBER McCOLLISTER BLVD SHEET NUMBER M.1 11/11/2019 11:22:48 AM Kimballol P:\60579265\400_Technical\401_Technical_Area_l-Drainage\Storm Sewer Design - Roadway\60579265-M01.xlsm STORM SEWER CONSTRUCTION GENERAL NOTES: 1.) ALL STORM SEWER AND STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2019 SUDAS AND CITY OF IOWA CITY SPECIFICATIONS. 2.) LIFT HOLES IN PIPES ARE NOT ALLOWED. 3.) INFILTRATION BARRIERS ARE REQUIRED IN NEW AND ADJUSTED MANHOLES. ALLOWABLE GRADE RINGS FOR STORM STRUCTURES SHALL BE REINFORCED CONCRETE OR EXPANDED POLYPROPELENE ACCORDING TO CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS. 4.) ALL STORM SEWER STRUCTURE TOPS (INTAKES/UTILITY ACCESSES) SHALL BE POURED AFTER PAVING IS COMPLETED. CONCRETE FILLETS SHALL ALSO BE INSTALLED IN ALL STORM SEWER STRUCTURES UNTLESS OTHERWISE NOTED. 5.) STORM SEWER UTILITY ACCESS STRUCTURE FORM GRADE ELEVATIONS AND LOCATIONS ARE SHOWN BASED ON THE CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. UTILITY ACCESSES CASTING LOCATIONS SHALL BE PLACED TO MATCH PAVEMENT JOINT PATTERNS. STORM SEWER UTILITY ACCESS STRUCTURE SIZES VARY AS DESCRIBED IN THE STANDARD ROAD PLANS AND STORM SEWER DETAILS. PRICE BID SHALL INCLUDE ALL MATERIALS, EQUIPMENT, AND LABOR REQUIRED TO CONSTRUCT THE UA ACCORDING TO THESE DETAILS. 6.) EXISTING STORM SEWER PIPE TYPE, SIZE, AND ELEVATIONS, ARE ESTIMATED BASED ON FIELD SURVEY AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION OF STORM SEWER STRUCTURES AND PIPE INSTALLATION. 7.) ALL STORM SEWER JOINTS SHALL BE GASKETED WITH A RUBBER 0-RING COMPLYING WITH ASTM C443 ACCORDING TO THE CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS. 8.) EXISTING STORM SEWER DRAINAGE SHALL BE MAINTAINED DURING CONSTRUCTION, IF EXISTING DRAINAGE PATTERNS ARE INTERRUPTED A PLAN MUST BE IN PLACE TO PROVIDE TEMPORARY DRAINAGE IF NEEDED. THIS MAY INCLUDE TEMPORARY PUMPING OR DITCHING WHICH SHOULD BE CONSIDERED INCIDENTAL TO STORM SEWER INSTALLATION. 9.) DEWATERING, INCLUDING ANY REQUIRED SEDIMENT BAGS OR FLOCCULENTS, AND TEMPORARY PUMPING REQUIRED DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONSIDERED INCIDENTAL TO STORM SEWER INSTALLATION. 10.) ALL CONNECTIONS OF EXISTING STORM SEWER PIPE TO EXISTING PIPE, NEW STRUCTURES, NEW HOLES REQUIRED FOR CONNECTION TO EXISTING STRUCTURES SHALL BE CONSTRUCTED BY CORE DRILLING/HOLE SAWING METHODS, AND PATCHING OF EXISTING HOLES REQUIRED IN REMOVAL OF EXISTING PIPES SHALL BE CONSIDERED INCIDENTAL TO STORM SEWER CONSTRUCTION AND WILL NOT BE PAID FOR SEPARATELY. CONNECTIONS TO STRUCTURES SHALL BE WATERTIGHT PER CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS AND FIGURE 4020.211. 11.) CONCRETE PIPE CAPS SHALL BE USED ON PIPES P-105A AND P-205A AND SHALL BE CONSIDERED INCIDENTAL TO STORM WORK. 12.) APRONS SHALL INCLUDE APRON GUARDS (4030.224) AND SHALL BE INSTALLED ON THE SAME ALIGNMENT AND SLOPE AS THE PROPOSED STORM PIPING. THE LAST THREE JOINTS (INCLUDING THE APRON) SHALL INCLUDE IOWA DOT STANDARD ROAD PLAN DR-121 TYPE 2 CONNECTORS. 13.) RCP APRON SECTION FOOTINGS PER SUDAS 4030.221 SHALL BE INSTALLED FOR ALL APRONS. 14.) BID PRICE FOR THE 6010.513 INTAKE SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NEEDED TO CONNECT THE EXISTING 21" PIPES TO I-217. 15.) ALL UTILITY ACCESS LOCATIONS FOR STORM STRUCTURES SHALL BE PLACED OVER THE DISCHARGE/OUTLET PIPE SIDE OF THE STRUCTURE. �'N O `A113 V M O I in-10 +}E :1 Ind L— OM FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.2 l 15:47:09 01/06/20 anthoonny.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MOI.DGN Wall of Precast Manhole or Intake Structure 6" min.r 4"min. lib No @ co 4_ © , _iv O Lap ends of wire mesh a minimum of Mid 0 6 inches. O Concrete collar Is required when CONCRETE COLLAR FOR PIPES 12"AND SMALLER annular the pipe spacethe between the outside of the and th wall of the �,Faw ,1 ,b b„y,.Too-Moosd car r d menstructure is 2 Inches or greater. 0Provide two#4 hoop bars in concrete o 3 collar.Lap bars a minimum of 6 inches. Carr/totem Wall of Precast ManholeRopplent old tad obilos may or Intake Structure Trowel concrete flush with inside ell I Ofi'.g a 10w9 ►=...a".°°""aM°*thole.04 wall of structure. �.�. °.? �' , �', 9"min. F.- ,,� , .yam r� ,.3 '`' , 'i,.. A 0If�.I r. Esd b attached a 0 Waterstop per 6010,2.08.0 V �_ V 1 r— © aysoly., to far seIM Wm a 4"min. ."` s "SLR!« �v+�r erase tens N -� _ r4 toia.rwA.i %0 © 111111111 PLAN 1.� Anchor Bolt MNo �•Nit-) PLAN 11 © r-,o. 2C nth. CONCRETE COLLAR FOR PIPES GREATER THAN 12" � PIPE TO STRUCTURE CONNECTION J, ` `Lki r '"k � I BS 4-"il�fir mai. z6'ant Tr nil. TYPICAL SEC110N TYPICAL SECTION IOWA CITY ENGINEERING DIVISION Castings for Storm Sewer Manholes Figure 6010.602 Y? O1 •A113 VMOI 4 Y13 A113 els :1 Wd L— NVI 4ZOZ IOWA CITY STOISERPIPE bONNECTIONS FIGURE 4020.211 ENGINEERING DIVISION FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.3 1 15:47:11 01/06/20 anthony.hemaRc\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN ............... .F TYPE A Two-piece fixed casting Frame Notes: Size and spacing of lugs and flanges PRECAST MANHOLE TYPE C 0 may vary. SECTIONS (SEE Two-piece fixed casting with bolt-down cover 2 FIGURE 6010.301 FOR CIRCULAR Cover Notes: SANITARY SEWER O vRary.hness pattern and text style may MANHOLE DETAIL) Balt�Type C)down Cover Minimum one concealed plckhole. FLEXIBLE WATERTIGHT PIPE O REUNER INSIDE CONNECTOR, SEE NOTE 2 DROP BOWL ---------� SECURED WITH FLEXIBLE 1047' ' t 01 If frame is required tp be attached to STAINLESS #tc J structure, drill four diameter holes or STEEL BOLTS 18"-24" I CONNECTOR slots, equally spaced around frame. O �; �\ 02 If specified, fumi bolt down frame and cover FLEXIBLE COUPLING :'.,I�U '� with four)4" x ?J4 stainless steel, hex head, recessed cap screws. Secure cover with • `--'�"_�"�J�14 , screws, washers, and rubber gasket seals. • -.......'-- SANITARY >889 ‘Iir_ blfa t. SEWER SEE NOTE 1 E8tahed/Ai) o PVC SDR 35 PIPE ,4j, A RY REUNER 304 STAINLESS STEEL --- STRAPS (2 MIN.) SECURED TO WALL WITH SS FASTENERS 45* BEND PVC SDR 35 01 Anchor Bolt Hole Flange (typ.) PLAN 0 Gasket r 26" min. 1 1 t41r Seal { 7„ min. NOTES: ,-,.. '� 1. 5—FT MIN. DIAMETER REQUIRED IF INTERNAL DROP INSTALLED. 24" min. 2. IF MANHOLE IS BUILT NEW WITH DROP—IN CONNECTION, USE A—LOK CONNECTOR, 36 Tkt min, IF DROP IN CONNECTION IS ATTACHED TO AN EXISTING MANHOLE CORE HOLE AS REQUIRED TO ACCEPT PIPE. INSTALL UNK—SEAL, PSX—DIRECT DRIVE BOOT OR TYPICAL SECTION ENGINEER APPROVED EQUAL WATER TIGHT CONNECTOR. ,,c :1 Na L- NVI 010Z IOWA CITY DROR,CONNE TIION,FOR Castings for ENGINEERING DIVISION SANITARY SEWER v1ANHOLE FIGURE 6010.307 IOWA CITY Sanitary Sewer Manholes Figure 6010.601 ENGINEERING DIVISION FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.4 15:47:20 01/06/20 anthony.hemaRrk60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN EXTEND TRACER WIRE UP FIRE HYDRANT BREL TO EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO 0INTERNAL TERMINALS OF TRACER WIRE TERMINAL AR BOX ANDMA Q INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX AND ;4) THEN DOWN TO GROUND ROD. BACK DOWN® CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM TERMINATION POINTS TERMINATION POINTSPLACE GROUND RODS 6"-10" AWAY FROM PIPE AND IN PLACEGROUNDRODS 6"-10" AWAY FROM PIPE AND IN CONTACT WITH NATIVE SOIL CONTACTWITH NATIVE SOIL.WIRE CONNECTING GROUND 1QWIRE CONNECTING GROUND •• TRACER WIRE TERMINAL BOX ROD TO TERMINAL BOX IS A TRACER WIRE TERMINAL BOX ROD TO TERMINAL OM IS A C AT GROUND LEVEL SEPARATE WIRE FROM THE A7 GROUND LEVEL SEPARATE WIRE FROM THEWIRE TO THE HYDRANT RUNWIRE TO THE HYDRANT RUN\ '''- --'161 FIRE HYDRANT BARRED FIRE HYDRANT BARRELO GROUND ROD << FIRE HYDRANT VALVE ©GROUND ROD I� FIRE HYDRANT VALVE NEW WATER MAIN NEW WATER MAIN FIRE HYDRANT TEE FIRE HYDRANT TEE DO NOT RUN WIRE �/ DO NOT RUN WIRE ti UP VALVE BOX UP VALVE BOX "Pc,. / �� EXISTING WATER MAIN * POSSIBLE SPLICE EXISTING WATER MAIN � '/// POSSIBLE SPUCE WITHOUT LOCATE WIRE 1 EXISTING LOCATE WIRE s i SPLICE � SPLICE �' � rim.- y,�� 11 " �k)-�� TAPE WIRE AT MIDPOINT '/� TAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH OF EACH PIPE LENGTH ROUND RODS SPLICE NOTE; ADDITIONAL TRACER WIRE DETAILS MAY BE FOUND ON FIGURES 5010.103-5010.105. TYPICAL DETAIL TYPICAL DETAIL TRACER WIRE INSTALLATION w/ EXISTING LOCATE WIRE TRACER WIRE INSTALLATION WITHOUT EXISTING LOCATE WIRE SCALE: NOT TO SCALE SCALE: NOT TO SCALE Figure 5010.102 R Figure 5010.103 REVISED REVISEDOS/m18 VMOI '1A1:10 YM01 M313 A 1 I0 �t£ :1 1 d L- NVr OZOZ FILE NO. ENGLISH I DESIGN TEA, AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.5 15:47:27 01/06/20 anthony.hemaRci.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MOI.OGN TRACER WIRE TERMINAL BOX PLACE BETWEEN HYDRANT AND HYDRANT HYDRANT VALVE. H❑LDING SPOOL IN CONCRETE, PLACE 1' FROM HYDRANT, OR MEGA LUG IN GRASS. TAPE TO BARREL WITH 2X4 SCRAP 3'-0' OF WOOD INSTALLED BETWEEN BOX AND TRACER WIRE TERMINAL BOX RADIAL J BARREL TO ENSURE METALS DO NOT TOUCH. GATE VALVE P_ACE BETWEEN HYDRANT ' CLEAR SPACE VALVE BOX AND AND HYDRANT VALVE. 6' GATE VALVE IN CONCRETE; PLACE 1' THRUST BLOCK CD MAIN FINAL FROM HYDRANT. Zo f ''n'i rTRENCH 1 1r GRADE IN GRASS; TAPE TO I ' PLUG HYDRANT BARREL WITH 2X4 II I� TRENCH IF p' SPLICE TO MAIN TRACING WIRE OR ` S..RAP OF WOOD INSTALLED SET ADDITIONAL GROUND ROD `� BACKFILL — I - p BETWEEN BOX AND BARREL TRACER WIRE f Ie MI TO ENSURE METALS DO NOT I .o HOLDING 1- WATER THRUST BLOCK BACKFILL WITH CLEAN 2-1/2' SPOOL OR : MAIN -- '' TJUCH, CRUSHED STONE TO 18' ABOVE �` (MEGA LUG r , BOTTOM OF HYDRANT BASE 1 I THRUST \� __ i fj SWIVEL ❑R z EQ, SOLID CONCRETE BLOCK •I- ANCHOR TEE Q Q1 SOLID I II— _�,_,. -1 -Ir,_„ CONCRETE — BLOCK Z HYDRANT AS REQ'D -CONID _ CONCRETE ANCHOR OR SWIVEL TEE 4.5' FOR MAIN SMALLER THAN 12" GROUND ROD BLOCK 5,25' FOR 12" AND LARGER MAIN SOLID CONCRETE BLOCK TRACER WIRE —GROUND ROD (IN CONTACT WITH NATIVE S❑IL) SLID CONCRETE BLOCK DEADEND HYDRANT DETAIL TYPICAL HYDRANT & VALVE ASSEMBLY Figure 5020.202 Figure 5020.201 NOT TO SCALE REVISED 11/2016 NOT TO SCALE REVISED 05/2018 45° ELBOW WITH SANITARY OR RESTRAINED JOINTS STORM SEWER (TYPICAL 4 PLACES) z s m 16" WATER MAIN SEWER CROSSOVER DETAIL CLOSED CELL POLYURETHANE NTS L. 18' MIN FOAM INSULATION 3183 73 l orif Cf' /1( J NOTE: 1. MIN. VERTICAL SEPARATION BETWEEN WATER MAIN AND STORM SC :1 }}{{/ SEWER SHALL BE 18" (OD TO OD) BELOW STORM. NV 1Oz 2 JOINT USE ABOVE DETAIL IONWHERLERNOTES.NOTE 1 LIMITS CANNOT BE MET WITH NORMAL PIPE „y 3. CENTER LENGTH OF WATER MAIN BENEATH SEWER AS SHOWN ABOVE. („// 4. DEFLECT PIPE JOINTS OR PROVIDE PIPE FITTINGS AS NEEDED TO OBTAIN REQUIRED 1 -.I 4. FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.6 15:47:34 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN SAN-I SANITARY SEWER PIPE SAN-2 7202016 SANITARY MANHOLES 7/20/2016 LOCATION PIPE FLOW LINES SHEET LINE NO NO. FROM TO DIAMETE MATERIAL LENGTH SLOPE INLET OUTLET RIM GRADE BOTTOM R(IN) (LF) (%) ELEVATION ELEVATION SHEET NO. NUMBER STA STANDARD NOTES EL. WELL EL M.14 M-401 355+61.80.50.00'LT SMH-7 12 TRUSS 50.00 0.760 652.91 652.53 ROAD PLAN M.14 M-402 SMH-7 SMH-6 12 TRUSS 356.80 0.751 652.43 649.75 M.12 SMH-1352-11 337+11.34,33.00'RT 48"6010.301 654.01 627.86 EXISTING MANHOLE WITH 12"STUB M.14 M-403 SMH-6 SMH-5 12 TRUSS 355.00 0.749 649.41 646.75 M.12 SMH-1 337+11.34,0.00' 48"6010.301 654.38 633.83 EXTERNAL CHIMNEY SEAL M.13 M-404 SMH-5 SMH-4 12 TRUSS 300.00 0.750 646.25 644.00 M.13 M-405 SMH-4 SMH-3 12 TRUSS 300.50 0.749 643.84 641.59 M.12 SMH-2 339+50.00,0.00' 48"6010.301 655.95 637.22 INTERNAL CHIMNEY SEAL M.12 M-406 SMH-3 _ SMH-2 12 TRUSS 300.00 0.923 641.49 638.72 M.12 SMH-3 342+50.00,5.00'RT 48"6010.301 659.15 640.99 EXTERNAL CHIMNEY SEAL M.12 M-407 339+50.00.50.00'LT SMH-2 12 TRUSS 50.00 0.760 639.62 639.24 M.13 SMH-4 345+50.00,5.00'RT 48"6010.301 659.26 643.34 EXTERNAL CHIMNEY SEAL M.12 M-408 SMH-2 SMH-1 12 TRUSS 238.70 1.001 638.22 635.83 M.12 M-409 SMH-1 SMH-1352-11 12 TRUSS 33.00 1.000 634.83 634.50 Verify M-409 Outlet Elevation To Match Stubout M.13 SMH-5 348+50.00,0.00' 48"6010.301 661.70 645.75 EXTERNAL CHIMNEY SEAL M.14 SMH-6 352+05.00,0.00' 48"6010.301 664.47 648.91 EXTERNAL CHIMNEY SEAL TOTAL 12"TRUSS 111e4.00 M.14 SMH-7 355+61.80,0.00' 48"6010.301 667.99 651.93 INTERNAL CHIMNEY SEAL NOTES: NOTES: 1. ALL SANITARY SEWER AND STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2019 9. CASTINGS SHALL BE 6010.601 WITH TWO PIECE FIXED CASTING, NEENAH FOUNDRY SUDAS AND CITY OF IOWA CITY SPECIFICATIONS. COMPANY R-1642 WITH INTERNAL CHIMNEY SEALS PER FIGURE 6010.306. 2. ALL SANITARY SEWER PIPE 8"-15" SHALL BE PVC TRUSS COMPOSITE PIPE AND SHALL CONFORM TO THE 10. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL MANHOLES AND CASTINGS. REQUIREMENTS OF ASTM DESIGNATION 02680-90. JOINTS SHALL BE INTEGRAL BELL AND SPIGOT WITH ITEMS SHALL BE INSTALLED ONLY AFTER RECEIVING SHOP DRAWING APPROVAL FROM ELASTOMERIC SEALS PER SUDAS SPECIFICATIONS SECTION 4010.2.O1A UNLESS OTHERWISE INDICATED. THE ENGINEER. 3. PIPE TRENCH AND BEDDING SHALL BE CLASS F-3 FOR ALL PIPES PER SUDAS ROAD PLAN 3010.103. 11. ANY CONNECTION TO LINED PIPE REQUIRES CONNECTION AT A MANHOLE STRUCTURE. ANY LINING DAMAGED OR PENETRATED SHALL BE REINSTATED TO MAINTAIN 4. SEPARATE GRAVITY SEWER MAINS FROM WATER MAINS BY A HORIZONTAL DISTANCE OF AT LEAST 10' UNLESS: THE INTEGRITY OF THE PIPE. ALL CONNECTIONS TO EXISTING LINED PIPE SHALL BE A. THE TOP OF A SEWER MAIN IS AT LEAST 18" BELOW THE BOTTOM OF THE WATER MAIN AND MADE DIRECTLY TO THE LINED PIPE. THE EXISTING OUTER PIPE SHALL BE REMOVED B. THE SEWER IS PLACED IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON A BENCH OF UNDISTURBED AT THE CONNECTION LOCATION TO PROVIDE A SMOOTH CONNECTION POINT. LINK SEALS EARTH AT A MINIMUM HORIZONTAL SEPARATION OF 3' FROM THE WATER MAIN. SHALL BE USED FOR ALL CONNECTIONS FOR LINED PIPES TO NEW SANITARY SEWER C. WHEN IT IS IMPOSSIBLE TO OBTAIN THE REQUIRED HORIZONTAL CLEARANCE OF 3' AND A VERTICAL MANHOLES. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO SANITARY SEWER CLEARANCE OF 18" BETWEEN SEWERS AND WATER MAINS, THE SEWERS MUST BE CONSTRUCTED OF WATER MAIN CONSTRUCTION. MATERIALS (CL52 DUCTILE IRON PIPE). HOWEVER PROVIDE A LINEAR SEPARATION OF AT LEAST 2'. D. AT ALL WATER MAIN CROSSINGS ONE LENGTH OF PIPE WILL BE CENTERED ON THE CROSSING. 12. FIELD VERIFY ALL PIPING SIZES AND ELEVATIONS PRIOR TO SUBMITTING MANHOLE SHOP DRAWINGS. 5. EXISTING UTILITIES SUCH AS SANITARY SEWER SERVICES AND SANITARY SEWER MAINS SHALL BE KEPT IN CONTINUOUS OPERATION DURING CONSTRUCTION. TEMPORARY CONNECTIONS SHALL BE MADE UNTIL WORK IS 13. DROP CONNECTION INTO THE EXISTING MANHOLE SHALL BE COORDINATED WITH THE COMPLETED. IF DAMAGE OCCURS FROM INTERRUPTION OF SERVICE OR FROM A FAULTY CONNECTION, THE CITY OF IOWA CITY WASTE MANAGEMENT DEPARTMENT AND PERFORMED DURING DRY CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR DAMAGE AT NO COST TO CONTRACTING AUTHORITY. WEATHER CONDITIONS. PRICE BID SHALL INCLUDE ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY TO CONSTRUCT THE DROP CONNECTION AS SHOWN IN THE DETAIL ON 6. TEMPORARY PIPE CONNECTIONS WILL BE REQUIRED BETWEEN CONSTRUCTION STAGES TO CONNECT THE PROPOSED SHEET M.4. ADDITIONAL PAYMENT WILL NOT BE PROVIDED FOR BY-PASS PUMPING IF SANITARY SEWER TO THE EXISTING SANITARY SEWER. ALL TEMPORARY CONNECTIONS REQUIRED FOR STAGING REQUIRED. SHALL BE CONSIDERED INCIDENTAL TO SANITARY SEWER PIPE CONSTRUCTION. 14. ANY DEWATERING REQUIRED FOR SANITARY SEWER INSTALLATION SHALL BE 7. TEMPORARY CONNECTIONS TO SANITARY SEWERS OR SERVICES SHALL DISCHARGE INTO MUNICIPAL COLLECTION CONSIDERED INCIDENTAL TO SANITARY SEWER CONSTRUCTION AND WILL NOT BE PAID SYSTEM FOR TREATMENT. TEMPORARY BYPASS PUMPING MAY BE REQUIRED TO MAINTAIN SERVICE AT CONNECTIONS FOR SEPARATELY. TO EXISTING SEWERS OR WHERE NEW SEWERS AND EXISTING SEWER PIPE GRADES CONFLICT. ALL TEMPORARY CONNECTIONS AND PUMPING SHALL BE CONSIDERED INCIDENTAL TO SANITARY SEWER PIPE CONSTRUCTION. 15. LIFT HOLES IN SEWER PIPES ARE NOT ALLOWED. 16. INFILTRATION BARRIER REQUIRED IN NEW AND ADJUSTED MANHOLES AND INTAKES. 17. PIPE PENETRATION INTO STRUCTURES SHALL BE A FLEXIBLE WATERTIGHT SEAL IN ACCORDANCE WITH 6010.2.08.A.1. 18. SANITARY SEWER MANHOLES SHALL HAVE PVC LINER IN ACCORDANCE WITH 6010.2.1 1.C.3. 19. CONNECTION TO EXISTING MANHOLE SHALL BE A PREMANUFACTURED WATERTIGHT SEAL IN ACCORDANCE WITH 6010.3.05.C.2. VM UI `A 113 VM Of 20. ALL SEWER PLUGS ARE TO BE WATER TIGHT AND PRESSURE TESTED. 421313 A1I3 SC :I Wd L- or am FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER M.7 15:47:39 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MO1.DGN GENERAL NOTES 1. ARRANGE WITH THE VARIOUS UTILITY COMPANIES FOR SUPPORT OR 15.CONTRACTOR SHALL COORDINATE WATER MAIN AND WATER SERVICE HYDRANT ASSEMBLY LOCATIONS W-5 RELOCATION OF ANY UTILITIES AND/OR UTILITY POLES. ANY CHARGE FOR SHUT DOWN OPERATIONS WITH RESIDENTIAL PROPERTY OWNERS TO LIMIT 4/1/2017 TEMPORARY SUPPORTING OR RELOCATING ANY UTILITIES AND/OR UTILITY POTENTIAL IMPACTS. PRIOR TO WATER SERVICE DISRUPTION THE POLES SHALL BE PAID BY THE CONTRACTOR. CONTACT IOWA ONE CALL CONTRACTORS SHALL CONTACT RESIDENTAL PROPERTY OWNERS BY PHONE Finshed (1-800-292-8989)FOR EXISTING UTILITIES LOCATIONS PRIOR TO EXCAVATION. OR IN PERSON 3 WORK DAYS PRIOR TO SERVICE DISRUPTION AND 2 WORKING Sheet No. Size Station At Tee 6" Leg Grade At NOTES EXISTING UTILITIES,TREES,STRUCTURES AND PAVEMENT LOCATIONS SHOWN DAYS PRIOR TO RESIDENTIAL DISRUPTIONS. THIS INCLUDES INSTALLING DOOR ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS HANGERS TO INFORM PROPERTY OWNERS OF THE SHUTDOWN DATE,TIME AND (FT) Hydrant OF THESE AND ANY OTHER EXISTING FACILITIES AS REQUIRED TO COMPLETE DURATION.THE CONTRACTOR SHALL ALSO LIMIT WATER MAIN AND SERVICE -< .---- -- THE WORK. DISRUPTIONS TO A MAXIMUM OF 4 HOURS.THIS WORK SHALL BE CONSIDERED M.10 16"x 6" 324+50.00,33.70 LT 6.0 652.54 WH-1 INCIDENTAL TO WATER MAIN CONSTRUCTION AND WILL NOT BE PAID FOR SEPARATELY. 2. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON DRAWINGS M.10 16"x 6" 327+39.00,37.00 LT 6.0 650.40 WH-2 OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA,IT SHALL BE THE 16.COORDINATION SHALL BE BETWEEN THE CITY OF IOWA CITY,IOWA CITY SCHOOL RESPONSIBILITY OF CONTRACTOR TO NOTIFY OWNERS OF UTILITIES PRIOR DISTRICT,AND THE IOWA CITY WASTEWATER PLANT FOR THE TEMPORARY SHUTDOWN M.11 16"x 6" 330+25.00,37.00 LT 6.0 651.95 WH-3 TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL AFFORD ACCESS TO AT THE SYCAMORE STREET 16"WATER MAIN.THIS WORK SHALL BE CONSIDERED THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. INCIDENTAL TO WATER MAIN CONSTRUCTION AND WILL NOT BE PAID FOR SEPARATELY. M.1 1 16"x 6" 333+40.00,37.00 LT 6.0 650.92 WH-4 UNDERGROUND FACILITIES,STRUCTURES AND UTILITIES HAVE BEEN THIS WORK SHALL BE COMPLETED BETWEEN 7 PM AND 6 AM. M.11 16"x 6" 336+50.00,37.00 LT 6.0 653.71 WH 5 PLOTTED FROM AVAILABLE SURVEYS AND RECORDS,AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE 17. ANY DEWATERING REQUIRED FOR WATER MAIN CONSTRUCTION SHALL BE M.12 16"x 6" 339+85.00,37.00 LT 6.0 656.52 WH-6 THERE MAY BE OTHERS,THE EXISTENCE OF WHICH IS PRESENTLY NOT CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION AND WILL NOT BE KNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR PAID FOR SEPARATELY. M.12 16"x 6" 342+37.00.37.00 LT 6.0 659.00 WH-7 EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO CONTRACTOR M.13 16"x 6" 346+25.00,37.00 LT 6.0 659.80 WH-8 FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. M.13 16"x 6" 349+50.00,37.00 LT 6.0 662.35 WH-9 3. ANY WORK SHOWN ON PLANS BUT NOT INCLUDED IN BID ITEMS SHALL BE CONSIDERED INCIDENTAL TO PROJECT. M.14 16"x 6" 352+82.00,37.00 LT 6.0 664.93 WH-10 4. ALL WATER DISTRIBUTION MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF M.14 16"x 6" 355+96.00,37.00 LT 6.0 669.03 WH-1 1 IOWA CITY ACCEPTED PRODUCTS. https://www8.iowa-city.org/weblink/0/edoc/1763220/AcceptedProductsForWaterDistribution.pdf M.15 16"x 6" 358+42.00,37.00 LT 6.0 675.11 WH-12 5. DUCTILE IRON PIPE SHALL BE CLASS 52 WITH PUSH ON JOINTS.FOR TRENCHED WATER MAIN M.15 16"x 6" 360+88.00,37.00 LT 6.0 678.86 WH-13 PIPE,WITH CASING,INSTALLED BY DIRECTIONAL BORING,SHALL BE LOCK JOINT CLASS 53 PIPE. THE ESTIMATED QUANTITY FOR WATER MAIN IN LINEAR FEET WAS MEASURED HYDRANT ASSEMBLY TO HYDRANT ASSEMBLY. NOTE: ALL FINISHED GRADES TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION 6. TRACER WIRE SHALL BE#12 SOLID COPPER,LLDPE INSULATION IN BLUE FOR COMPACT MJ FITTINGS Unit TOTAL WT WT EA M.10 M.11 M.12 M.13 M.14 M.15 TRENCHED PIPING AND#12 COPPER COATED,STEEL CORE FOR TRENCHLESS METHODS. 2554-0203000 FITTING BY COUNT,DUCTILE IRON,16 IN,TEE EACH 323 323 1 1 7. 8 MIL.POLYETHYLENE WRAP IS REQUIRED FOR DIP WATER MAIN PIPE AND 2554-0203000 FITTING BY COUNT,DUCTILE IRON,16 IN X 12 I N,TEE EACH 281 281 o 1 1 FITTINGS.V-BIO ENHANCED POLYETHYLENE ENCASEMENT. 2554-0203000 FITTING BY COUNT,DUCTILE IRON,16 IN X 8 IN,CROSS EACH 528 264 2 1 1 8. MECHANICAL RESTRAINED JOINTS AND THRUST BLOCKS ARE REQUIRED AT ALL 2554-0203000 FITTING BY COUNT,DUCTILE IRON,8IN,CAP EACH 120 30 4 2 2 FITTINGS AND ALL CHANGES IN DIRECTION AND ELEVATION. 2554-0203000 FITTING BY COUNT,DUCTILE IRON,16 IN,45 DEGREE BEND EACH 404 202 2 2 THRUST BLOCKS SHALL BE SIZED AS FOLLOWS: 2554-0203000 FITTING BY COUNT,DUCTILE IRON,16 IN,22.5 DEGREE BEND EACH 356 178 2 2 22.5 DEGREE BEND:14.0 SF MINIMUM BEARING SURFACE 45 DEGREE BEND:27.0 SF MINIMUM BEARING SURFACE 2554-0203000 FITTING BY COUNT, 8IN,DUCTILE IRON,MECHANICAL JOINT EACH 100 25 4 2 2 90 DEGREE BEND:50.0 SF MINIMUM BEARING SURFACE 2554-0203000 FITTING BY COUNT, 12IN,DUCTILE IRON,MECHANICALJOINT EACH 40 40 1 1 TEE:36.0 SF MINIMUM BEARING SURFACE 2554-0203000 FITTING BY COUNT,161N,DUCTILE IRON,MECHANICALJOINT EACH 825 55 15 2 2 2 9 9 CITY RETAINS THE SALVAGE RIGHTS ON ALL REMOVED HYDRANTS. TOTAL 2977 10. WATER MAIN MATERIAL,INSTALLATION,DISINFECTION AND TESTING SHALL WATER MAIN SEPARATION REQUIREMENTS BE PER SUDAS 2019 EDITION,UNLESS OTHERWISE INDICATED. ANY ADDITIONAL FITTINGS *SEPARATION DISTANCES ARE FROM OUTSIDE EDGE TO OUTSIDE EDGE (VALVES OR HYDRANTS REQUIRED FOR EFFECTIVELY TESTING THE SYSTEM ARE CONSIDERED SEWER&WATER MAIN CROSSOVERS INCIDENTAL TO WATER MAIN INSTALLATION. WATER MAIN ABOVE THE SEWER,18+INCHES OF VERTICAL SEPARATION NO SPECIAL REQUIREMENTS 11. BEDDING SHALL BE PER SUDAS 3010.104 CLASS P-2 WITH CLASS 1 BEDDING MATERIAL. WATER MAIN ABOVE THE SEWER,6-18 INCHES OF VERTICAL SEPARATION SEWER MUST BE CONSTRUCTED OF WATER MAIN MATERIAL,OR RCP WITH FLEXIBLE GASKET JOINTS MEETING ASTM C 443 SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM 12. REPLACEMENT BACKFILL MATERIALS SHALL BE CLASS II MATERIAL PER SUDAS 3010. WATER MAIN BELOW THE SEWER,18+INCHES OF VERTICAL SEPARATION THE WATER MAIN WATER MAIN ABOVE THE SEWER,LESS THAN 6 INCHES VERTICAL SEPARATION NOT ALLOWED 13. WATER MAIN CASING. ALL INSTALLATIONS AND MATERIALS SHALL CONFORM WITH SUDAS 3020. WATER MAIN BELOW THE SEWER, LESS THAN 18 INCHES OF VERTICAL SEPARATION CARRIER PIPE SHALL BE TR FLEX WITH NITRILE GASKETS AS MANUFACTURED BY US PIPE OR EQUIVALENT. HORIZONTAL SEPARATION BETWEEN GRAVITY SEWERS&WATER MAINS CASING SPACERS INSTALLED PER SUDAS 3020. CONTRACTOR MAY CHOOSE TO DIRECTIONALLY DRILL OR JACK AND BORE CASING PIPES. 10+FEET OF SEPARATION NO SPECIAL REQUIREMENTS SEWER MUST BE IN SEPARATE TRENCH OR IN THE SAME TRENCH ON A BENCH OF IF CONTRACTOR CHOOSES JACK AND BORE THE CASING PIPE SHALL BE WELDED STEEL PIPEO� ����� t{1 Ot 3 TO 10 FEET OF SEPARATION&WATER MAIN IS 18+INCHES ABOVE THE SEWER UNDISTURBED EARTH PER SUDAS 3020,SECTION 2.02. STEEL CASING PIPE THICKNESS SHALL BE PER SUDAS V V t^o 1 SEWER MUST BE CONSTRUCTED OF WATER MAIN MATERIAL(IN SOME INSTANCES, DESIGN MANUAL CHAPTER 9C-1. WELDING REQUIREMENTS SHALL BE PER SUDAS 3020. ANY '\j8313 A U3 3 TO 10 FEET OF SEPARATION&WATER MAIN IS NOT 18+INCHES ABOVE THE SEWER VARIANCE MAY BE ISSUED TO ENCASE WATER MAIN OR SEWER INSTEAD OF USING ADDITIONAL VALVES OR HYDRANTS REQUIRED FOR TESTING AND DISINFECTING WATER MAIN n 2 TO 3 FEET OF SEPARATION WATER MAIN MATERIAL) ARE CONSIDERED INCIDENTAL TO THIS ITEM. ��� {1OT ALL JOINTS WITHIN 190'OF 16"X16"X16"TEE AT SYCAMORE SHALL BE RESTRAINED. „ � S(+ 1 Wd L- U 4 LESS THAN 2 FEET OF SEPARATION NOT ALLOWED 14. ALL JOINTS IN 8"MAIN SHALL BE RESTRAINED. 1 HORIZONTAL SEPARATION BETWEEN SEWER FORCE&WATER MAINS ALL JOINTS WITHIN 80'OF HYDRANT ASSEMBLIES SHALL BE RESTRAINED. 10+FEET OF SEPARATION NO SPECIAL REQUIREMENTSGG ALL JOINTS WITHIN 150'OF 16"X16"X12"TEE AT COVERED WAGON SHALL BE RESTRAINED. 3 1 1 SEWER MUST BE CONSTRUCTED OF WATER MAIN MATERIAL(IN SOME INSTANCES, 4 TO 10 FEET OF SEPARATION VARIANCE MAY BE ISSUED TO ENCASE WATER MAIN OR SEWER INSTEAD OF USING ALL JOINTS WITHIN 25'OF 22.5^AND 45A BENDS AT SYCAMORE SHALL BE RESTRAINED. WATER MAIN MATERIAL) ALL JOINTS WITHIN 100'OF 16"X 8"CROSS SHALL BE RESTRAINED. LESS THAN 4 FEET OF SEPARATION NOT ALLOWED FILE NO. l ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.8 15:47:42 01/06/20 anthony.hemaen\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MOI.DGN SURVEY SYMBOLS UTILITY LEGEND PLAN VIEW COLOR LEGEND OF STORM SEWER SHEETS LINEWORK Design Color No. • FHD Fire Hydrants TLNR Tree Line Right Gray, Dark (112) Existing Topographic Features, Utilities, and Labels TVP TV Pedestal FW Wire Fence Black (17) MO Proposed Storm Sewer Detai Is, Alignment, Stationing, Tic Marks, and FLG Flag Poles FWD Wood Fence Alignment Annotation SHADING Design Color No. BB Billboard TDL Trafic Detection Loop Gray. Light (48) Proposed Pavement Shading SI Sign HDG Hedge Row MM Mile Marker Post D Centerline Draw or Stream(Down) PROFILE VIEW COLOR LEGEND OF STORM SEWER SHEETS LINEWORK Design Color No. • INB Storm Sewer Beehive Intake RET Retaining Walls Gray, Dark (112) NM Existing Ground Line Profile and Existing Uti lities Information • TEV Evergeen Tree Black (17) Proposed Pipes and Intakes TDC Tree Deciduous TFR Tree Fruit PLAN VIEW LINE STYLE LEGEND OF STORM SEWER SHEETS SHR Shrub ► ► O. ► ► Plug and Abandon Existing Pipe or Structure • PPA Power Pole Co.1 — - — — — - Removal of Existing Pipe or Structure IN Storm Sewer Intake Previously Constructed Pipe or Structure •• MH Utility Access(Manhole) ► Direction of Pipe Flow • TSG Traffic Signal PROFILE VIEW LINE STYLE LEGEND OF STORM SEWER SHEETS OUT Tile Outlet • TSL Traffic Signal and Luminare — — Existing Ground SL Speed Limit Sign Proposed Ground • GP Guard Post(Less Than 4 Posts) S A IN T A R Y S F W_ ' Previously Constructed Pipe or Structure MIS Miscellaneous Proposed Pipe or Structure TPD Telephone Pedestal RIGHT-OF-WAY LEGEND • GV Gas Valve Reference Point EB Electrical Box +— ^-- Survey Line A Proposed Right-of-Way Station � UB Utility Box Section Corner /4L\ Existing and Proposed Right-of-Way WV Water Valve /\ Easement and Existing Right-of-Way — - - — --—-- — Ground Line Intercept • PR Electic Riser Pole ® Borrow Saw Cut LUM Luminaire 0 Easement (Temporary) CUL Culvert Guardrail Easement ••• LIN Miscellaneous Line ►►�•�•�•�•�•I Clearing & Grubbing Area X Excess T1L Tile Line Pavement Removal A/C Access Control GDL Guard Rail Steel - - ROC Rock Outcropping BLD Building or Foundation CON Concrete or NC Slab CU Back of Curb GU Gutter In Front of Curb ENP Edge Paved Entrance&Park Lot SWK Sidewalk EP Edge of Paved Roads(ML or SR) ENT Centerline BL of Entrance SH Paved Shoulder �tYt1 w^J 1�yHDI SNP Unpaved Shoulder �2331�J 1 i 3 DU Centerline Draw or Stream(Up) jj 1� STORM SEWER ..JJJ(� BNK Stream Bank ( :1 NcJ L- NV1 OZOI, EG Edge of Gravel Road r� LEGEND AND SYMBOL RIP Rip Rap t DIK Centerline of Dike or Dam ii INFORMATION SHEET TLNL Tree Line Left (COVERS SHEET SERIES M) FILE NO. I ENGLISH l DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M•9 15:47:47 01/06/20 anthony.hemaRrN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN �, - - _ Adjust Sanitary Manhole 9 , SEE INSET BELOW 16" BUTTERFLY NOTE: FOR WATER MAIN CROSSINGS, \ S,,^.(a, 300.0 LF 16" DIP VALVE MAINTAIN 18" SEPARATION BETWEEN \ -_ - ___ WATER WATER MAIN 304.0 LF 16" DIP , CONNECT EXISTING SANITARY AND STORM SEWER CROSSINGS. WATER MAIN REMOVAL 12" RCP FROM N.E. SEE DETAIL ON M.6 IF NEEDED. \ CONNECT TO EXISTING EST F.L. 645.10 -Sa MANHOLE FROM N. s. e ! �` CO REMOVE HYDRANT \ REMOVE HYDRANT ra,- _ EST F.L. 642.35 5, N • A 1 324+50.00, 34.25' LT ��� =� 44111S"� r e�r�REMOVE EX. \ HYDRANT ASSEMBLY ■us7 3 R LFO 15' RCP • r� 16' BUTTERFLY0011110r VALVE 1411P \REMOVE E 16' BUTTERFLY VALVEi000. F 2152� RE• MOVE Ell Io EMO • RCP s 1 33 LFM24� RCP 4111130 ® 388.0 LF 16" DIP r•lr WATER MAIN `-' 388.0 LF 16" DIP cd �� WATER MAIN REMOVAL i• REMOV EX. - Cn Ak, 100 LF 24 RCP CONNECT TO EXISTING 1-219 REMOVE EXISTING REMOV EX. 30" RCP FROM S. ' INTAKE 20 LF 30� RCP EST F.L. 640.00 Connect to Existing Butterfly Valve at Hydrant 321+50.65 23.50' LT 327+31.85, 37.00' LT 12' GATE 327+39.00, 37.00' LT �� SEE NOTEIi" TEE 1 VALVE 1 - HYDRANT ASSEMBLY V NOTE 1: CONTRACTOR SHALL COORDINATE WH 2 Alb RECONNECTION OF 12" WATER MAIN WITH IOWA CITY TO MINIMIZE DISRUPTION OF I WATER SERVICE TO AREA. THE EXISTING •' ") I ( )M (Liii !!!! 50 12" WATER MAIN SHALL REMAIN IN SERVICE 16' BUTTERFLY UNTIL THE PROPOSED 16" LINE IS IN SERVICE. VALVE FEET �.I I ._I ... _- - - -- _. SCC SHEET -M.-1-7' I`8R CROTS-PIPE SEE 3HE: T M.18 FOR . ^:• SEE SHEET M.18 FOR . kJi 1 ' I 219 P'OFI_E .� WH 2 PROFILE Exlstlr`g Hydrant 650 5.5 MINIMUH ■ ■ — - 21 -6 - — Connect g to 16" Butterfly — V 640 wa.er t�la1n --- 640 vim: Ha� j'�1 �Iu 21 " Butterfly Q •J rtll�� __ _ � _ Valve _-- 635 St _ 635 ,, • - . d , Nr rt fl an _xlsLln4 9ta" �arur`ar�:_Se�er.��la�c�'r i Continues to NW , 630 1 , — +50 _+75 1.2 +25 +50 +75 '23 +25 +50 +75 324 +25 +50 +75 325 +25 +50 +75 3r +25 +50 +75 327 +25 +50 +75 -328 +25 +50 +75 329 FILE NO. ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER M.10 I 15:47:51 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MO I.DON / / )3 MOVE AND REPLACE 450.0 LF 16" DIP 'AR EXISTING (SEE SHEET WATER MAIN REMOVAL / z SHEET M.1 FOR DETAILS) 336+50.00, 37.00' LT 296.0 LF 16" DIP 333+40.00, 37.00' LT / HYDRANT ASSEMBLY WATER MAIN 330+25.00, 37.00 LT HYDRANT ASSEMBLY 16' BUTTERFLY HYDRANT ASSEMBLY HYDRANT GRADE DITCH TO DRAIN VALVE 315.0 LF 16" DIP REMOVAL CONNECT EXISTING I 17 21 RCP FROM N.E. 16' BUTTERFLY 16" BUTTERFLY WATER MAIN EST F.L. 645.00 16' BUTTERFLY • 16" BUTTERFLY 310.0 LF 16" DIP 16" BUTTERFLY VALVE 0 VALVE VALVE;, VALVE WATER MAIN (0 VALVE am IMMI/Ii �� WH-3 ®_ _• WH-4 WH REMOVE EXS----- I-211 (I-209) P-209 INTAKE o• I I I I I I I I i eak. a REMOVE EX. REMOVE EX. -20D , ., INTAKE _!_ -210 21 RCP I-208 C-20,. , „mg o 411. , . , - .disiiiim., III ,.. ,...i, Jr,. NOTE: FOR WATER MAIN CROSSINGS, Adjust Sanitary Manholes I MAINTAIN 18" SEPARATION BETWEEN Reinstate Existing Trunk Sewer CONNECT EXISTING SANITARY AND STORM SEWER CROSSINGS. Lining If Adjustments Disturb It. 21" RCP FROM S.E. SEE DETAIL ON M.6 IF NEEDED. EST F.L. 643.38 0 FEET 660 65E1 660 1 l� - SEE SI-EET' M. 18 FOR ;___. r - - - --— ;-- - _ I 2 Y l AA .__ --- -_ --- - , _?✓POS�'-RIRE- r_ -��---- 655 SEA SHEET M.18 FOR 2 � i -- PROFILE I / 655 Wti OFILy 2 650 WH 4 - � 650 ti * — r- _ 5.5' MINIMUM _ __ )) C-20� :� - I-2 10 I . I __ _. r�L 18-� Q t.00z 645 ;0 ( � - ,- e„ Q t.Doz _ 645 16" Butti " " 16" u_terfly ValvE 640_. f1: " Va ve '' VM01 'k'kW VtAta sao ii duttert Iy Valve „ )1N313 Jlt3 635_- ._. r r SE • Wd L— NYf 01111 T ( 635 = 353 42 1 Existing 96 San.ta'-y Sewe- Main 630 I , _ 630 Gll -I 329 - +25 +50 +75 330 +25 +50 +75 331 +25 +50 + 5 332 +25 +50 +75 333 +25 +50 +75 334 +25 +50 +75 335 +25 +50 +75 33� +25 +50 FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.11 15:47:56 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MOI.DGN Lil J NOTE: FOR WATER MAIN CROSSINGS, > MAINTAIN 18" SEPARATION BETWEEN CC SANITARY AND STORM SEWER CROSSINGS. Q SEE DETAIL ON M.6 IF NEEDED. 334.0 LF 16" DIP WATER MAIN 0 Z 0 O_ 339+50.00, 0.00 (n ° LT 238.7 LF12" 50.0 LF 12" Truss STA. 339+30,87, OFF. 50.0' LT: 246.0 LF 16" DIP 16'gUjTERF VE 3420 00. 37.00 N. Sanitary jru" Sanitary Sewer CC CAP FOR FUTURE EXTENSION WATER MAINrniumine VAL HYDRANT ASSEMBLY y ewer CO Install Plug at End Q (r1 WH_ " Q. 300.0 LF 12" Truss N 1'' ,----- - - - - _ _ u �, p � Sanitary Sewer 1111111 t � Y • ,�� RFC ' - - - - - - �- - 16° gUjTE VE - VAL I-204 �-20� t i `, iiiiiWallira 1 206 P- .--� ��Ti�� ? 2850LF 05AI- � � 05 � 16" DIP 4203203 CP-20 WATER r iiiiiii 1111.4.1 337+i 1.34, 32.94 K 34L Adjust Manhole Use Iowa City Detail 6010.307 \ Drop Connection for Sanitary Sewer Manhole SEE M.16 FOR WATER MAIN CROSSING DETAILS CONTRACTOR TO VERIFY SMH-1352-11 12" STUB OUT Pliii50 DEPTH AND DIRECTION PRIOR TO FABRICATING SMH-1 & SMH-2. FEET SEE SHEE _M.17 r0R. SEE S•OSU M 17 FOR — — SEE SHEET M.17 FOR T CROS PI DE � - g-p PROFILE 660 �0 _ I C P �F.LP PRO ��� SNiHl SEE CROS PI'E OR UR 2C� WI - I 202 — _ - '6 PRO ILE I___�__ 65 SM-I-1 I SM-i- I 7 -306 L-- �- P P 202 j 5.5' MINIMUM i 655 E! - 15rr a 0. 0% --- —I - 650 is a 4 nni 650 �� Butter ly Valve 1 645 16" Butterfly ll Valve 645 ?rfly - tl -40.6) -- ----- _640 — p } r,GPt ' Saoltarr Sewer Pim0.92i 640 Sew P:de 1.00% r..._------ ' _riga fro 51.-d, 12,'Sarlta"y E' _-------- - - ! i- 635 jb V�! --., 1 6 5 I Existingn'1122 ' S�ubdut ; ' Mr D4iU ` Cgntinue5 1 y } r St 21 b 11i7 L .. � � Ex. 9�rr to SE �n ___ - - Y - - I Sanitar Settler Ma 630 r-- 630 I r i .+C-"C 1 -.1-- Cr _'' +50 +75 3 7 +25 +50 +75 338 +25 -+ +75 339 +25 +60 +75 34-0 + 5 --- +75 3 1 + 5 —+—i0 +75 342 +25 +50 +75 343 +25 +50 +75 344 FILE NO. ENGLISHj DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION ( SHEET NUMBER M.12 I 15:48:01 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MO1.DON Sta. 344+54 35 Degree Skew Lt. Ahead Install 168' X 54" RCP Install 2 - 54" Aprons F.L. - Lt. 651.13 Sta. 344+64 - Rt. 650.52 35 Degree Skew Lt. Ahead Install 168' X 54" RCP 349+50.00, 37.00' LT Install 2 - 54" Aprons HYDRANT ASSEMBLY F.L. = Lt. 651.19 Rt. 650.58 16" BUTTERFLY 345+12.10, 65.22 LT 318.0 LF 16 DIP VALVE 0") 354.0 LF 16" DIP 345+05.19, 70.12 LT— WATER MAIN 16" BUTTERFLY WATER MAIN 16" BUTTERFLY VALVE O 346+25.00, 37.00' LT VALVE WH-9 V 25' CASING PIPE .0, HYDRANT ASSEMBLY — 3C0.0 LF 12 Truss — • Sanitary Sewer -- I , �2 16' BUTTERFLY CO runs ,4 VALVE Cfl4 dia.....Hrab wi_l_8 ,__ _ _ _ _ 40,4r 4r_ - .__________ _ _ ____ _____ _ _ — _ . ____. _ ....: -r 4:15) ___ ____ __ 40110 1p-108 climp. __, AretrAft _ 1 Q.._I ID) __ --- - --jpp.•----ftiMOIM- 01 11112110-1.1m— , AMP I6- P- 1 -- - _ - -_ - - - 344+09.62, 68.17 RT iii 'If- = r _ _ -116)4.'1 IP Ce6-11� 344+16.21, 72.64 RT 344+33.43, 74.90' RT 1: 11:) FEET EE SHEET M.L8 FOR SEE EE SHEET M.17 FOR � _ SEE SHEET M.17 FOR SHFFT M_17_ F(�I� CROSS-PIPE CRCSS-PIPE CROSS-PIP= CROSS PIPE 665 PROFILE PROFILE PROFILE PROFILE 665 .— - __ SB- • EE SHEET M.1q _FO 11 ,,..[ 114 _--- P-1 10 SM-I _ -- 1Lr 9 -110 54 CULVERT 660 PROFILES S WH R r§60 (P-1 1� 5.5' MINIMU ' 24' 0 0.75% 655 ce a o.e4Y 65 EL.= 650.98' in I za" ooeoz 16'" Butterfly Va ve . 650 INIMl1M 18" EL.= 651.06' , Be�tterflY M 0l 11 �9 650_ � � ve r .___ v. 1. -4D f rcpo$ d 1 ' S8nttary— Sev pe 5 0.75 �_, 25' CASING 'IPE o•osed 12' Sar .-,r ISeue P1•e @ 0.754 _ • — 645 'ro dsed 2" Sbnitary SeMe ^� G.7.- ti lYtai 1.3. V _ - 640 10 "3 640 P a L+ 3m� 635 �� �1 tor�" 343 +25 +50 +75 344 _ +25 _+50 +75 _ 345 +25 +50 +g 34 +25 +50 +75 347 +25 +50 +75 348 +25 +50 +75 349_ +25 +50 +75 350 +25 +50 FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER M.13 15:48:06 01/06/20 anthony.hemaBn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCCLLISTER_MDI.DGN NOTE: FOR WATER MAIN CROSSINGS, MAINTAIN 18" SEPARATION BETWEEN SANITARY AND STORM SEWER CROSSINGS. SEE DETAIL ON M.6 IF NEEDED. 352+82.00, 37.00' LT W HYDRANT ASSEMBLY 1) 355+61.80, 50.00 LT 332.0 LF 16" DIP 314.0 LF 16" DIP S Cn Off.35173LT. I 50 LF12 PVC er 355.0 LF 12" Truss WATER MAIN WATER MAIN CAP FOR FUTURESanitary Se 16" BUTTERFLY 16' BUTTERFLY EXTENSION /Insta'' plug At End WH-9 p Sanitary Sewer .-, N VALVE el VALVE NJ- In / cD • • • • • • — • i-1 1.1r1.1� ��� CI-10� u_ ,-/� \ �-1e77�'� ' , ,V �.^- -10� --104 I-104 - _ I �-P-il , _ I 1 P-109 � I P I 1 -11� �P-1088] I�10� ("10� QI-10� �10� �A_10'J �'� -- \ ���1-103 rt 11 AI • Ilk "II Lr) 352+05.00, u.uu L 1 / CO 356.8 LF 12" Truss 355+6t.80, 8.00' Sanitary Sewer a_ �— SEE M.16 FOR WATER MAIN CROSSING DETAILS o CD `=' 50 a N FEET I _ — SEE SHEET M.17 FIR E SHEETM. 7 FOR SE= SHEE- M.17 OR I-103 -pr.E C II-E II�5 P 670 ____ — CROSS-PIPE DROFIL: PROFIL :- ... jillinillownommon.........--------�- ROOFI FE GM-I-10II CFtO. �1rt - - S��&IIF14 F_ __ � --� 665 J P-103 SEE SHE: T M.17FOR P'OFILE SMH-6 I*108 — i_ WI- 941111) — ���� +1.02% Lt. mme re•e•—, i8' a i.5or.MINIIIIMMONINIMMIlill_ ' � 660 +0.50/ Lt. bitch G'adeD ` " �— 16' :ut -rf I y 24" ® 0.75'/. Valve V Valve __.____._ 16" Bu terf lY M 402 Va ve 650 M-40 / - '-- ®�111101111116 -- -"Do ed lgiMMEt, Sewer P •e @ 0.75! - IllIl _ , _ 645 _ ___ _ 645 640 +25 +50 +75 + +50 +7-g— --- + i" + '1.19 + + 1 + 5 +25 +50 +75- • +25 ,._ +50 +75 _ +25 +50 +75— +25 +50 + FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.14 15:48:11 01/06/20 an thony.hemaReN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MOi.DGN I I 361+97.60, 127.7 LT I I I 16' BUTTERFLY VALVE 1-45 DEGREE BEND 1 I Water Main Contractor to 1-22.5 DEGREE BEND Connect to 1 16' Water Main Support and Protect I I 16"X16" TEE 9 Way Duct When Installing 12.0 LF 16" DIP I I I 362+71.35, 127.82 LT 16" Water Main WATER MAIN I — i I SEE NOTE 1 358+42.00, 37.00' LT 94.0 LF 16" DIP I I till 16' BUTTERFLY VALVE HYDRANT ASSEMBLY WATER MAIN I 16' BUTTERFLY VALVE 16" BUTTERFLY 360+88.00, 37.00' LT 246.0 LF 16" DIP 16' BUTTERFLY VALVE —246.0 LF 16" DIP I I I 1 62.3 LF 16" DIP TRENCHED 1-HYDRANT ASSEMBLY 16' BUTTERFLY I I WATER MAIN VALVE� WATER MAIN I I WATER MAIN W/ CASING Q, 16' BUTTERFLY VALVE I I. 1 I TO BE BORED UNDER SYCAMORE STREET • • . . VALVE . Im =I 1 �'GQNTRACTOR TO NOTE UD �_�, c") I .. I r) RES C ICTED ROW AREA el / — — — w WH-12' WH-13 11111.. I 1 — — — + I I ,� --- --- - rw / 1 I 1 I ;xt., - , �� 67.• LF 16" DIP ;! 361+61.82, 40.90 Li ' I I 1 _ _ _ P-] WATER MAIN 1-45 DEGREE BEND i I ---- ----------_ ----- - -- . i 1 22.5 DEGREE BEND I I I I 'r ---. 1 -- -_-_----fiti.1.-1.-. � 1 I I I _ milIriimilms111111111111111111111111111 .11/111/114/644 i- - o� w 1 I I :(„• v I I --.1 r1 >-V NOTE 1: CONTRACTOR SHALL COORDINATE I , 2 }•--�,* SHUTDOWN OF 16" WATER MAIN FOR INSTALLATION I I • !,.,I -�') C..) +- OF TEE WITH IOWA CITY TO MINIMIZE — c= 2 DISRUPTION OF SERVICE TO THE SOUTH. THE EXISTING I I c 16" WATER MAIN SHALL REMAIN IN SERVICE 1 I 5-4 UNTIL THE PROPOSED 16" LINE IS IN SERVICE. EKL.,� - -- ;4' I • ALL WORK THAT REQUIRES THE 16" EXISTING LINE I ® I I TO BE SHUT OFF SHALL BE PERFORMED AT NIGHT TIME. 1 I 1 0 5 0 -d I. I I , , FEET 685 i , _ _ _ 685, SFE SHEET. FOR • CROSS-PIPE -680- PROFILE 680 10 WI- 13' ` - 16" 45 OEGPEE BEN , 62.25' CASING PIPE 675 WH 1� 6" ?2.5 DECREE BENT -5.5' MINIMUM tcttng 16 y75 Water Mein _670 '' --16" Butterfly 670 Valve 15„ a 2.407 16" Butterfly 16 2255DDEGREE BEGREE END ND Valve . g.5 4� � - 6" Butterfly <. Valve • 660 660 655 . r 655 +75 357 +25 +50 +75 +25 + 0 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +45 +50 +75 +25 + 0 +75 6�4 +25 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER M.15 I 15:48:17 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_MO1.DGN 339+77.96, 50.00' LT 16. 0 ' LF 8 " DIP 355+88.44, 49.00' LT 8" CAP AT ELEV. 650.81 WATER NAM 355+98.00, 37.00' Li 8" CAP AT ELEV. 663.21 1-16"X8" CROSS 17 . 0 ' LF 8 " DIP 8" GATE VALVE WATER MAI \ 339+870379 37000' LT 1-16"x8" CROSS 339+85.00, 37.00' LT 8 " GATE VALVE 16" BUTTERFLY VALVE HYDRA\T ASSEMBLY 16" BUTTERFLY VALVE 355+96.00, 37.00' LT 0-- 16" BUTTERFLY HYDRA\T ASSEV3LY V lf O VALVE T' I .. M A NI- .., Ilk iff (�'� ' ;' 16" BUTTERFLY VALVE AllW i ,�� ,�,, -W - - 11 0 II I Al WH_ 6 - -- i Pr. AMIIMMN 7 ..,.,____________9:2- -1 YCI Ull#7.-- p I armor 69. 0 LF 8 " DIP w �Y 69. 0 LF 8 DIP I TRENCHED WATER / ter. TRENCHED WATERImo MAIN W/ CASING >-(-) MAIN W/ CASING 1 4 ") 411i III ilt • n 8" GATE VALVE 8" GATE VALVE — (7 14 . 0 LF 8 " DIP 15. 0 LF 8 " DIP WATER MAI\ WATER MAIN WATER MAIN WATER MAIN CROSSING 339+70. 25, 50. 00 RT 355+81 . 55, 49. 00 ' RT CROSSING ARMSTRONG 8 " CAP AT ELEV. 647. 87 8 " CAP AT ELEV . 660 . 67 RUSSELL FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY ' PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER M.16 I 15:48:20 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER-M01.DGN 353+80.00 355+26.52 356+25.00 358+20.00 67i 670 67� 67.670 670 68 ' • 1 -105 I 107 ! I lu. -m � , IIII 66- ;= � � _� 665 66-,�mim �=��� .665, —� a .�_� ,1111111 665 68� IIli' Il 660 p , iti . _ 15" @ 0.:0% 18' MINIM INIIIIIIp-105A, Proposed „i _ - ro.os� I 1 16 oWat ' Main 1 r \ Main II ..,,�� 65- 1 atr 655 655 mom' �.INEl` - rI.1n • g, • 0 • " U-- . 6501667 Pr pncRrl I1 j 665 111 16" Water len ,, ��ose}� ai n teiry 5 50 75 64'645 50 25 0 25 50 75 645,66� 75 50 25 0 25 50 75 660 12 in K46 00. 0 1 I :47+55..s I I 349+7-.00 1 3'2+0�.00 t j • , 66'I /I-1 1� © D ..8 ••!. __ �`—�lk 660 66s .111,813-31"41P"' �ma■■ 660 660 111111M11111111rdinftMil idli �5" �� P-111IIIII��„�e'. 1AIIIIIIIIIIII- 11=111 1.00 ' .55 655 655 655_1�ID�� P 113/ ■■ propos d 1ill-I .. -- . �' Pr.posed 16a�tl 1 P 1Q9 Mari16" Water ■■■650 rc CPI u 650 65� I 650 650 1 M InIII 16 ter a 64' ■■■ i 645 645 • • j ropose. �••• m■■■■ ••• -. �12 Sanit:ry1 12 S.nitcryi E ••• _7 640 ,. - s 8 I s 8 • ' • ' A i 0 75 75 50 2 8 8 . . 39+10..s I 40+15.01 I I 41+Z5.01 25+10.0. .� .� .� Ill..I 665 665 665 Pill ipm IIII 65: iiipa � ���7■,■r ll — 660 660 �� II I•m���_ ••8 Ent __ imemossou n 20� �r I'�-20 . Ema" ;II iii=.ftimi.80, 91aliu.,..„A l 650 6501. ,111114111111111111111111111k 655 -55 655 lei MINIMUM `ii�' �{}{�� MI. ��� i�—M.� 'ro ose• li 1� ���� f - -r III;=•-- 1. ;ate 1. P at: P-201 . • 645 645 - _ •45 65! 650 650 Ma n II LI : n Pro.osed� :, Fid 6 I. I x•• -. � '640 640 640 64- 645 •45 645 12 ' Snit-r i f - _ 1 • 1 tizill M 1n ry 76 -50- Main i ""� , P o •'sed .a ...� ram* � a y 635 635 635 - I _ 640 640._ 1640 '-25 -0 25 50 5- 75 U 25 0 25 50 635 64� 75 50 25 0 Main 50 75 75 50 -- 0 25 ' 50 75 FILE NO. , ENGLISH I DESIGN TEAM AECOM I IOWA CITY IPROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER M,17 I 15:48:48 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN 336+60.00 334+85.00 332+30.00 327+72.50 660 660 655 655 660 660 660 660 -20� I 208 i I 655 655 650 _650 655 655 655 �.. 655 I .�J21 C-21 , I 212 _ ' __Is' l.00� lir 645 650 650 650 65i 650 - re.. o -1 650 64 —"....MIIMMINI Proposed-- -- C-20� - - ---A- - �P 213� 16" Water — — 645 p 6451 64Q Main 640 645 J a l.. g i t�� 645 645 _ '�' . 1 645 ro ose `` Q6 Existingar I. - Q-212) 16'Ma✓Jaiter _ San y Mai^ Proposed so"e fxistina 640 640 635 i 635 64Q i s" Water 640 640 0.80x 30° P{mm°E 640 E fisting Mai 96" an tary E�yisting I — aln �6" San tariy 635 7� 50 25 0 n g0 75 635 630 75 50 25 6 25 55 75 630 635 75 50 25 0 15ain 5 75 35 635 75 50 2 0 25 50 75635 326+42.00 I 344+95.00 l 655 6551665 1 1 1 665 (-21D c-21 iI65Q C� � 650 660 -I I n _ 1 66Q MiNHOL[ � �+ -21 5A �21 645 655 �___ _ 655 1 645 it o .00z 24° o.eoz 1 24" 0.80/ Illir f-2 ! @ 0.-50X. }_ i ` P�1 L 0 1 16 64Q _ i 640 650 I -1 1 650 1 - -1— -- � - t 1 -1 -- Propose 16" Water 645 635 ,635 645 I M �. _.___ I j Propose d Existing 12 Sanit Dry �. 6., aan.tary Main 630 Hain ll__ 630.640 640 I 75 50 25 0 25 50 75 1.75 i&u 1/D IOu ib DU tb 0 tb 5U i5 Iuu 1t5 15u i)5 660 337+11 060 660 339+50 660 67 355+62 �] SMH-7 lirr.....4.......\___ _ nu , e 1 655 MH l -1'�.?- i 5 ,6All '1' 1_ AI-- Ell 1,4 ± 4!Ptfhht ! 645 1: i 645•45 r 6451655 �M-4__1 1 655 640 ll 640 - 640 650 640 �' �Vini'A � 650 i x�" 4 i- t��C Z S� � Wd _ 635 635 635 635 645 645' i 630 75_ — 0 2 25 630 630 630 640 640 _- 50 -St 75 50 25 0 25 75 75 25 0 25 50 75 __ FILE NO. ENGLISH I 5 DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I 1 SHEET NUMBER M.18 I 15:49:02 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN 665 64 665 1 665 344+ 4.00 I 344+64.00 j 660 660 660 660 IIIN655 655 655 _ \ 655 650 I>. — -- -- I 65Q ¢50 ,— -- I III... VI«. "18" MININUM N o_ -n��2N 650 «: o 0 cr j -1n in _ NI �18" M N I N U M 6 CO 6 CO P r co - c p + - r t _ 645 + w 16" Wa eer 645 645 6'r Water COin co CO I,•I 111a1n w w Fain 645 L • ... _ w w - -- -�_. w w - I Pr poPd 640 I 12" 1 " anitary 640 640 1 , air 640 175 150 125 100 75 50 - 0 25 50� 75 100 125 150 175 175 130 125 100 75 5 0 25 0 25 50 7 100 125 150 1� 1 0 __ CD — _ MI ARR ARK I.— HV117i1258/-- , , _7.2-x _.................k-+iii.44. 4-- Pro pled 6 sC :1 t!d 6'li, 16" W ate w �_fi45 Main 1 cr P I 1 cropose dry ' ... 64D _ 425 400 375 3!iQ__ 325 _- �00 _ 275 250 225 200 175 150 125. _. 100 _ 75 75 50 25 __D 25 50 75 _.100 125 150 175 200 225 250 275 640 FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER M.19 I 15:49:12 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_M01.DGN GENERAL NOTES THE CONTRACTOR SHALL SUBMIT A LIST OF TRAFFIC SIGNAL EQUIPMENT THAT IS PROPOSED FOR INSTALLATION. SHOP DRAWINGS WILL BE REQUIRED FOR THE POLES AND MAST ARMS, AND THESE SOUTH GILBERT SHALL BE SUBMITTED WITHIN 30 CALENDAR DAYS FROM THE DATE OF AWARD OF CONTRACT. ITEM DESCRIPTION UNIT STREET THE PLAN LOCATION OF EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR IS 1 CONTROLLER ACCESSORY EQUIPMENT,CABINET AND FOUNDATION EACH 1 RESPONSIBLE FOR CONTACTING THE PROPER UTILITY COMPANIES AND CITY OFFICIALS FOR THE 2 PROVIDE AND INSTALL SIGNAL POLE AND MAST ARM WITH LUMINAIRE EXTENSION EACH 4 PURPOSE OF LOCATING UNDERGROUND FACILITIES AND COORDINATING CONSTRUCTION ACTIVITIES. 3 PEDESTRIAN PUSHBUTTON POST EACH 8 THE LOCATION OF ALL FOOTINGS AND HANDHOLES ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY 4 LUMINAIRE HEAD EACH 4 THE ENGINEER. SEE SUDAS 8010.103 FOR HANDHOLE DETAILS. 5 SIGNAL HEAD,LED,3 SECTION W/MOUNTING EACH 9 ALL ARM MOUNTED SIGNALS SHALL HAVE BACKPLATES. 6 SIGNAL HEAD,LED,4 SECTION W/MOUNTING EACH 4 7 PEDESTRIAN SIGNAL HEAD,LED,COUNTDOWN,W/MOUNTING EACH 8 CONNECTION OF PROPOSED CONDUIT TO EXISTING HANDHOLES OR FOUNDATIONS TO BE CONSIDERED 8 ACCESSIBLE PUSH BUTTON ASSEMBLY EACH 8 INCIDENTAL TO PRICE BID FOR CONDUIT. ALL FOUNDATIONS AND HAND HOLES SHALL INCLUDE ONE 9 2 INCH CONDUIT FEET 115 SPARE 2 INCH CONDUIT CAPPED ON BOTH ENDS FOR FUTURE ADDITIONS. 10 3 INCH CONDUIT FEET 450 A MINIMUM OF 2 SPARE 4' CONDUITS TO BE INSTALLED IN CONTROLLER BASE. CONDUITS TO BE 11 4 INCH CONDUIT FEET 20 EXTENDED 3' BEYOND FOOTING AND CAPPED. 12 CONDUCTOR,5C16 FEET 2877 ALL SIGNAL CABLE SHALL BE CONTINUOUS FROM CONNECTIONS MADE IN THE HANDHOLE COMPARTMENTS 13 CONDUCTOR,12C16 FEET 687 OF SIGNAL POLE BASES TO THE TERMINAL COMPARTMENT IN THE CONTROLLER CABINET. SPLICING 14 CONDUCTOR,3C16 FEET 687 WILL NOT BE PERMITTED IN HANDHOLES UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. 15 GROUND,1C3 FEET 676 16 VIDEO CABLE _ FEET 40 ALL UNDERGROUND WORK AT LOCATIONS BEING RECONSTRUCTED UNDER THE ROADWAY PORTION OF THIS 17 POWER SUPPLY EACH 1 PROJECT SHALL BE COMPLETED PRIOR TO FINAL PAVING OF THE SIDEWALK AND ROADWAY. NO 18 VIDEO DETECTION SYSTEM LS 1 ADDITIONAL PAYMENT WILL BE MADE FOR REMOVAL OR RECONSTRUCTION OF SIDEWALK OR PAVEMENT IN THESE AREAS. 19 BATTERY BACKUP SYSTEM EACH 1 20 PTZ CAMERA EACH 1 ALL CONDUIT UNDER EXISTING PAVEMENTS AND SIDEWALKS SHALL BE INSTALLED BY A METHOD THAT 21 TYPE A SIGNS,SIGNAL ARM MOUNTED SF 78 MINIMIZES THE AMOUNT OF PAVEMENT AND SIDEWALK REPAIR. CONDUITS UNDER PAVEMENTS SHALL BE PARTIALLY BORED AS NEEDED TO CORRESPOND WITH THE CONSTRUCTION STAGING PLANS. POST-MOUNTED SIGNS SHOWN ON N-SHEETS ARE NOT INCLUDED IN TRAFFIC SIGNAL BID ITEM AND ARE FOR REFERENCE ONLY. CITY WILL PROVIDE AND INSTALL ALL POST-MOUNTED SIGNS LOCATED IN THE N-SHEETS. CONTRACTOR SHALL COORDINATE SIGN INSTALLATION WITH THE CITY AND EXISTING SIGN REMOVAL WITH THE CITY. CONTRACTOR SHALL INSTALL ALL SIGNAL ARM MOUNTED SIGNS. FINISHED GRADE OF THE BASES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL INSTALL THE BASES SO THAT TOP OF THE BASE IS BETWEEN 2 TO 4 INCHES ABOVE THE FINISHED GRADE. 1 CONTROLLER AND CABINET SHALL BE NEMA TS-2 TYPE 1,AND SHALL INCLUDE ALL EQUIPMENT NEEDED TO PROVIDE A FULLY OPERATIONAL TRAFFIC SIGNAL SYSTEM AS SHOWN IN THE PLANS AND SPECIAL PROVISIONS. ALL CONTROLLERS SHALL COME EQUIPPED WITH BATTERY BACKUP. ALL CONTROLLERS SHALL INCLUDE VIDEO DETECTION EQUIPMENT. ALL CONTROLLERS SHALL BE SIEMENS M60 SERIES ATC CONTROLLER. CABINET SHALL INCLUDE PHOTOCELL AND WIRING TO CONTROL LUMINAIRES MOUNTED ON COMBO POLES. 2,3 LOCATIONS AND LENGTHS SHALL BE AS SHOWN ON N-SHEETS. ARMS AND POLES SHALL BE FINISHED IN ACCORDANCE WITH SPECIFICATION. 4 LUMINAIRE HEADS SHALL BE FINISHED TO MATCH COLOR OF POLES.LIGHTING FOR COMBO POLES TO BE POWERED FROM SIGNAL CONTROL CABINETS.LUMINAIRES SHALL BE GREENCOBRA CG1 F-SERIES NO.GC1 60F MV NW 2 GY 350 BSK RPB FDC. 5,6 ALL TRAFFIC SIGNAL LAMPS SHALL BE 12 INCH LED. 7 PEDESTRIAN SIGNAL LAMPS SHALL BE 12 INCH,TWO SECTION,LED COUNTDOWN HEADS. 8 PEDESTRIAN PUSH BUTTONS SHALL BE FREY MANUFACTURING CORPORATION CROSSWALK PEDESTALS THAT COMPLY WITH FIGURE 8010.106 OF THE SUPPLEMENTAL SPECIFICATIONS. MOUNTED SIGN SHALL BE R10-3.ACCESSIBLE PEDESTRIAN SIGNALS NOT REQUIRED. 9-16 CABLE LENGTHS INCLUDE 10'PER RUN FOR SLACK IN HANDHOLES. CABLE LENGTHS DO NOT INCLUDE LENGTH OF CABLE IN SIGNAL POLES AND ARMS. ALL CONDUIT SHALL BE HDPE. 17 PRICE BID SHALL INCLUDE CONNECTION FROM POWER SUPPLY AS DIRECTED BY MID-AMERICAN ENERGY INCLUDING CONDUIT,CABLE AND LABOR NECESSARY TO CONNECT IN ACCORDANCE WITH UTILITIES DIRECTION. 18 VIDEO DETECTION SYSTEM SHALL UTILIZE PTZ CAMERA(ITEM 20).MOUNTING HARDWARE SHALL BE INCLUDED. VM 01 'A 110 VM01 19 PROVIDE ALPHA TECHNOLOGIES BATTERY BACKUP SYSTEM WITH AN ETHERNET INTERFACE FOR REMOTE MONITORING. A1313 A113 20 PTZ CAMERA TO BE AXIS Q6155-E.MOUNTING HARDWARE SHALL BE INCLUDED.SHALL BE MOUNTED ON THE NORTHEAST n TRAFFIC SIGNAL MAST ARM. C :1 Nd L- NV1r UZOZ 21 TYPE A SIGNS SHALL INCLUDE ALL MOUNTING BRACKETS AND NECESSARY HARDWARE.SEE N.4 FOR SIGN DETAILS. 1-21 ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL (-171 —1AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID FOR TRAFFIC - SIGNALIZATION SHALL INCLUDE ALL LABOR AND MATERIAL NECESSARY TO PROVIDE A TRAFFIC SIGNAL .- COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION,IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. VARIATIONS FROM QUANTITIES AS SHOWN IN THIS NOTES & QUANTITIES TABLE SHALL NOT BY ITSELF BE CONSIDERED GROUNDS FOR CHANGE ORDER. FILE NO. ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.1 I 14:48:52 01/06/20 anthony.hemahhUSWAT1FP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_N0 LOON For Pavement Markings and Signs Refer to Sheet No. N.5 SIGNAL POLE DATA MAST ARM LUMINAIRE ARM POLE LOCATION DIMENSIONS MOUNTING BID (STATION, OFFSET) LENGTH/ NO. DESCRIPTION LENGTH HEIGHT ANGLE ITEM Al 317+23.85, 37.00 LT TRAFFIC SIGNAL POLE 50 30 0° TRAF. SIG. A2 317+29.80, 34.40 RT TRAFFIC SIGNAL POLE 38 30 0° TRAF. SIG. A3 316+11.95, 36.00 RT TRAFFIC SIGNAL POLE 66 30 0° TRAF. SIG. 41) 1 4 f A4 316+13.90, 37.00 LT TRAFFIC SIGNAL POLE 40 30 0° TRAF. SIG. A5 317+08.15, 48.85 LT PED. PUSH BUTTON POST TRAF. SIG. A6 317+19.00, 36.60 LT PED. PUSH BUTTON POST TRAF. SIG. A7 317+19.30, 36.50 RT PED. PUSH BUTTON POST TRAF. SIG. C A8 317+08.15, 49.30 RT PED. PUSH BUTTON POST TRAF. SIG. A9 316+31.20, 48.70 RT PED. PUSH BUTTON POST TRAF. SIG. ® A5 A-15 H A10 316+18.55, 37.00 RT PED. PUSH BUTTON POST TRAF. SIG. • All 316+19.55, 36.75 LT PED. PUSH BUTTON POST TRAF. SIG. Al2 316+30.80, 49.15 LT PED. PUSH BUTTON POST TRAF. SIG. 0 1!!' i>A4 � 83 i \ \ • CD RIGHT-OF-WAY INTERVALS V� �® t ! A6 V A-21 Q 7 V PV 0 A-16 SIGNAL `1 f HEAD NO. PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE / --/ 1 S Gilbert St 11 - McCollister Blvd O1 02 03 04 05 06 07 08 FLASH -G FY R R R R R R R O NLY 'IA' 21,22 R G R R R R R R R R3-SL�� 31 R R +G FY R R R R R �m1 4► 61 R3-5L 30"X36" 30"X36" 41,42 R R R G R R R R R 51 R R R R -. G FY _ R R R 61,62,63 R R R R R G R R R ONLY 71 R R R R R R tG FY R 1 III 81,82 R R R R R R R G R ONLY VIIIII' :!� SIGNAL POLE LUMINAIRE EXTENSION R 3 5 L Q— PEDESTRIAN SIGNAL HEAD R3 5L 30 X36" SIGNAL POLE •30 X36 PED.PUSH BUTTON POST /_ 4-1— TRAFFIC SIGNAL HEAD WITH BACK PLATE McCollister Blvd S Gilbert St � TRAFFIC SIGNAL HEAD WITHOUT BACK PLATE HANDHOLE / BASE DATA iliril ONLY 4 A2 0 ♦� VIDEO DETECTION CAMERA PAN/TILT/ZOOM A-20 A. a \ A N Z Li O DETECTOR LOOP LOCATION a I 0 I VIDEO DETECTION ZONE POLE (STATION, OFFSET) �D 411) 1 t t A7 , O lA-t7 O O VIDEOHANOH LE NO. TYPE O A-1 317+22,65, 56.35 LT CABINET A3 M ' I <4 44---- ® CONTROL CABINET o— MONITORING CAMERA A-15 317+22.65, 52.35 LT 8010.103, TYPE III, HANDHOLE "TRAFFIC" el' 1— SIGN A-16 317+36.30, 29.75 LT 8010.103, TYPE I, LEGEND "TRAFFIC", 48" DEPTH /A-D HANDHOLE NUMBER & SIGNAL POLE NUMBER A-17 317+36.30, 34.40 RT 8010.103, TYPE I. LEGEND "TRAFFIC', 48" DEPTH • ONLY O• --- SIGNAL CONDUIT A-18 317+24.80, 55.15 RT 8010.103, TYPE I. LEGEND "TRAFFIC", 48" DEPTH AB A9 R3-5R�� O ——— LIGHTING CONDUIT A-19 316+35.00, 55.15 RT 8010.103, TYPE I, LEGEND "TRAFFIC", 48" DEPTH 30 X36 INTERCONNECT CONDUIT A-20 316+09.90, 28.90 RT 8010.103, TYPE I, LEGEND "TRAFFIC", 48" DEPTH A 19 A 18 A-21 316+09.90, 29.75 LT 8010.103, TYPE I, LEGEND "TRAFFIC", 48" DEPTH V'��' ,k110 Wwl 01 4 41 O SIGNAL H E A D S ALL SIGNAL LENSES SHALL BE 12 INCH )483 13 A11Jt+ - - - --1 R I 1 r - - , r - - -1 r - - - - , ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE. I © 11 O I I O 1 1 I ALL ARM-MOUNTED SIGNALS SHALL HAVE BACKPLATES. II R 1 1 R I I 1,15 I ALL SIGNAL LAMPS SHALL BE LED. C c, ,1 Wd ( - NIT OM I 1 ALL PEDESTRIAN HEADS SHALL BE 12',2-SECTION COUNTDOWN. L f� (J ® II O 1 I 11 O _ — — — I ALL EQUIPMENT SHALL MEET THE REQUIREMENTS OF II I I 1 2 3 2 4,4 3,4 4 THE LATEST VERSION OF THE MUTCD. '`1t , © I I © 1 I © 1 ORIENTATION OF SIDEMOUNT SIGNAL HEADS SHALL BE TRAFFIC SIGNAL LAYOUT CI ! "1 0 10 L _ _ I L _ _ L _ _ J 64,65,83,84 DETERMINED AT TIME OF CONSTRUCTION. INTERSECTION OF SEE SHEET N.4 FOR MAST ARM MOUNTED SIGN DETAILS. FEET 11,31 62,63 21,22,41,42 S. GILBERT ST. 51,71 61,81,82 & MCCOLLISTER BLVD. FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.2 14:48:55 01/06/20 anthony.hemaNNUSWAT1FP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_N01.DGN For Pavement Markings and Signs Refer to Sheets N.5 & N.6 NOTES: PROPOSED CITY FIBER - WIRING DETAILS BETWEEN HANDHOLE A-15 AND CONTROLLER CABINET NOT SHOWN. ALL CONDUITS SHALL BE PVC SCH 80. CONTRACTOR TO INSTALL THE FOLLOWING BETWEEN A-15 AND CABINET: 4 - 4'PVC CONDUITS FOR HIGH VOLTAGE CABLES ALL CONDUITS SHALL ALSO INCLUDE 2 - 4'PVC CONDUITS FOR LOW VOLTAGE CABLES 1 - PULL ROPE 1 - 2'HDPE CONDUITS FOR FIBER OPTIC CABLE 1C3 - BARE GROUND 2 - 4'PVC CONDUITS FOR FUTURE USE - POWER SUPPLY SHALL NOT PASS THROUGH HANDHOLE A-15 TIMING SETTINGS TO BE ESTABLISHED IN - POWER SUPPLY SHALL BE IN 2'PVC SCH 80 FROM CONTROLLER CABINET 4' OF 4-4" HDPE FIELD BY CITY TRAFFIC PERSONNEL - S R TO VIOCEECONDUCTOR SHALL BE SUPPLY POINT AS I3C°3ESTRANDED CITY CONDUOCTOR.OF WA ITY AND MID AMERICAN ENERGY. 516SIG 8-5ci6 PED 1 4 t 15' OF 2" HDPE 4-12c168- ci6 PED PB CIC 214 1 5ci6 PED PB 1-VIDEO II ___ _ _ ___ 4-3c16 LIGHTING SIGNAL TIMING 6A 6B 8' OF 3" HOPE •s\s IMI 1-12c16 SIG 2-5c 16 PED IV1 3c16 LIGHTING ` \ TO POWER SERVICE AS DIRECTED BY f 15' OF 3" HOPE \ MIDAMERICAN ENERGY PHASE PHASE PHASE PHASE PHASE PHASE 1-12c16 SIG 2-5c16 PED : PROJECT TO MAKE THIS CONNECTION 01 02 04 05 06 08 1-5c16 PED PB d \ \ TO CIC 214 1-3c16 LIGHTING 15' OF 2" HDPE 1-VIDEO \ • — I 2" HDPE � r �;. 17' OF1-5c16 PED PB _ T _ — — — 612'/OF 2" HDPE / 26' OF 3" HDPE TT 126' OF 3 HDPE (PUSHED) 3-12c16 SIG I \ / 2-5c16 PED PB 1-12c16 SIG 6-5c16 PED Z / 1,I 2-5c16 PED 6-5c16 PED PB 2-5c16 PED PB 3 3c16 LIGHTING TIMING AND DETECTION DATA WILL BE PROVIDED I 1 3c16 LIGHTING 8 TO CONTRACTOR PRIOR TO INSTALLATION OF CONTROLLER DETECTOR DATA 59' OF 3" HDPE SPARE PHASE DETECTOR DELAY EXTEND 3ikr ZONE CALLED MODE MEMORY AMP/CHANNEL (S) (S) ilk 17 64' OF 3" HOPE (PUSHED) 2-12c16 SIG I 4-5c16 PED 4-5c 16 PED PB 4-_ I ImVE 2-3c16 LIGHTING -tO/ 1 I 12' OF 3" HOPE 11' OF 2" HDPE t 7' OF 3" HDPE 2 & 5 3 & $ 8' OF 2" HDPE 1 5ci6 PED PB 1-5ci6 PED PB I 1 12c16 SIG 2-5c16 PED III 1-5c16 PE PB NN_ I I 1-5c16 PED PB 1��7 SIGNAL PHASING l� 1-3c16 LIGHTING T ILIf- /1 AI _ �. N_ lc \ 18' OF 2" HDPE / T i 1 5ci6 PED PB _ _ I 1 L `:� — 1�, „ -- 7' OF 2" HOPE � 1-5c16 PED PB _ _� 30' OF 3"1-12c16O SEI i -- _ ___G1 & 5 2 & 6 3 & 7 1— 4 & 8 2-5c16 PED 5 2 24' OF 3" HDPE y`T T 1-5ci6 PED PB 2-5c166PEDG )it ' 1-3c16 LIGHTING 3-5c16 LED PB 1-3c16 LIGHTTING 1 & 6 4 & 7 90' OF 3" HDPE 6 SIG(PUSHED) V fA n I 'A 11^ V v C 2-5c16 PED 1M313 k 1(O 2-5c16 PED PB 1-3c16 LIGHTING SE :I Wd I.- KF OM WIRING LAYOUT 0 11 I I INTERSECTION OF S. GILBERT ST. & MCCOLLISTER BLVD. FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.3 I 14:48:59 01/06/20 anthony.hemaNNUSWAT1FP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_N01.DGN 8' S Gilbert St 4" 8' ( 'Sycamore St SE 1 " 8' McCollister Blvd 4" 2 / 2 6" 6" 6" BORDER , 3 BORDER / 4 - 42" j,6 / BORDER 4 40" �4 i R=1 .38" R=1 .38" R=1.38" TH=0.75" TH=0.75" TH=0.75" IN=0.5" / 42" / IN=0.5" / 54" / IN=0.5" - 48" / -f 4.5" To 4"D 3 3 ' 4.5" 12" 6" Sycamore St SE 12" 6" McCollister Blvd ) ROUNDABOUT 4"D 3 I 59" I I / BORDER / I 57" I I I / TRAFFIC 4"D BORDER 5" 5" 4" 5" 6" 5" 4" 6" 4.5" R=1 .5" R=1.5" / , / i 78" / / 78" / / / 36" FOR REFERENCE ONLY. ALL POST-MOUNTED SIGNS WILL BE PROVIDED AND INSTALLED BY CITY. -f 12'D / -A 6' 6' 6" T 6' 6" 24" 12"' 12" S Gilbert 12' D 24" 12" McCollister 6' 6' 6„ L 6' 6" / / 8" L 8 I, 9 / 46" J' 9 14" ,I, 8 / / / 8, �' 77" Jr 9 30" �' 8" / BORDER BORDER R=1.5" R=1.5" / 8 86" � 8 / / 8„ � 116" 8" / / 102" / ;;�40t`J•lid �1 �3�3 l�3 / 132" / �� �d L- ' OZOZ CONTRACTOR SHALL SUPPLx TALL SIGNAL ARM MOUNTED SIGNS. FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER I N.4 14:49:01 01/06/20 anthony.hemaNNUSWAT1FP001\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_NOI.DGN ALL CROSSWALKS TO BE 3 'x 3 ' . CALL STREETS DEPT. FOR STENCIL . R3-17 24"x 18" 4) 1 4 t R4-11 lk,(0 N co 30"x 30°C CAD R3-17a co 121111111 I I I I I 1 F FULL USE U 24 x 8 j/ \ W3-3 t— t "1 .� ENDS - N 36"x 36" +r i .. — _ \ W13-1 �. - ��� 18"x 18'tV y {_ ICI I r) i t I - 20' SPACING TYP n NiiiiiiTiiiu/ BIKE LANE BIKE LANE SPEED AHEAD R317 R3-17 LIMIT 1 24"x 18" 24"x 18" 2 5\ h , Remove Sign W14-2 R3-17a ��} (No Outlet ) 24" x 8" R2-1 * 24"x 30" D 25 R8-3 FEET Pavement Markings and Signs 24"x 30" Sta. 316+00 to 323+00 McCollister Boulevard R2-1 R1-1 SPEED 24"x 30" 30„x 30„ LIMIT 2 5 R8-3 R3-17 -1 24"x 30" 24"x 18" as o Lf-) Street Name STOP i M en cr.) ..„.(1-. Signs 7 • • .... D11-1 D11-1 24"x 18" $#"� Laj 24"x 18" REMOVE STREET AVIE SIGNS R4-7 "g �' .� �� t— LI~ M6-3 M6-2R _� _ D11-1 30"x 30" '. t , .V 12"x 9" 12 x 9 24" x 18 ••••.• I .--.----_-1 �,- �_.J_�— L Err 24'1 30'v A) LKE RouTE M6-1L BIKE ROUTE I � A■ 0 ,BIKE ROUTE _ OM 1-2 .. ■� 2 18'x 18" ' �r3 N _sN / Cn 1 i_, 24"x 30" M MI IP 1:■ :I»;- MEW D 1 1 1 'ir CI dem 24" SPEED co - Fmm I 24' 18"X LIMIT M6- 'R �• C U 41 - — R4-7 1 ' BIKE RarE R3-17 30"x 30" ® ♦ 24"x 18" _ •�•• ALL SIGNS TO BE PROVIDED ■ 0M1-2 N AND INSTALLED BY CITY °--.-- SPEED 18"X 18" LIMIT R2-1 ALL EXISTING SIGNS TO BE 24"x 18" �' rst D11-1 R3-17 d� 2 5 24' x REMOVED BY CITY - BIKE ROUTE 24 X 18 24"x 18" 113=1 0 25 Pavement Markings and Signs t, R8-3 FEET Pavement Markings and Signs Sta. 325+00 to 329+00 M6-7L M6-7R 6§ Sta. 337+00 to 341+50 McCollister Boulevard 12"x 9" 12" x 9" 24"x 30" McCollister Boulevard FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.5 I 14:49:04 01/06/20 anthony.hemaNNUSWAT1FP001\Data\Pro jects\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_N01.DGN T SPEED' R2-1 LIMIT ''I 24"x 30" R4-7 R2-1 McCollister Blvd ) 251 R3-17 30"x 30" 24"x 30" LSPEED T D11-1 R8-3 24xx 18" •.• 2 5 R3-17 24"x 18" _ ®� 24"x 30" •.•.• R8-3 - 24"x 18" ® 18"M 1 24"x 18' to M6-1 R BIKE RourE'. 24"x 30" R3-17 to18" cD r, co a' 12"x 9" ■� J ./ r InI Lo to 1n I r) ■ y . 1 cis el el 01 M CPS, r R3-17a AHEAD BIKE ROUTE 11 2x a —►I 1 24" x 18" -- - lip — cp. ,L_,�,_. l — MO-1 L 12"x9„ 1111116k:._ ® il. CA,, y00I MAY USEIn / FULL LAZE D11-1 - D 11 I1 W2-6 BIKE LANE R4-11 24" BRROUT 2 x 18" 4"x 18" R3-17 36"x 36" / f ENDS I " — I BIKE ROUTE 141 24"x 18" R3-17 30'x 30" I,►I M6-7L 4_ M6-7R W 13-1 Sycamore St SE 24"x 18" 12"x 9" 12"x 9" 18"x 18"LAJ LL--— 20 R3-17a 0 25 _1> 24"x 8" FEET I Pavement Markings and Signs l U I-- ?') Sta. 354+00 to 362+00 i ›.-V McCollister Boulevard .r. } Q —, 1 I� art — R1-2 CD o V' 48" x 48" x 48" — CUSTOM TO 36" x 30" Sycamore St SE ) £9E ROUNDABOUT, Place On Existing Sign Pole TRAFFIC Sycamore St SE ) Under Existing Roundabout Warning Sign • and Above Speed Limit Sign • y McCollister BLVD I I J 1-*\ i.,.____it.7_____....\ 14 48" K 24" \ I I I I I I I I I I))) I McCollister BLVD AZ 9 C `� � _ .D .D r '- I = O `D OD v -0 0 0N.) ` Ca) YIELD Place On Existing 1 Sign Pole R 1-2 1 Under Existing Roundabout Warning Sign AIM - and Above Speed Limit Sign 48" x 48" x 48" CUSTOM TO �. 36" x 30" ROUNDABOUTI a ITRAFFIC r YIELD R 1-2 48" x 48" x 48" ALL SIGNS TO BE PROVIDED McCollister Blvd ) CUSTOM z� AND INSTALLED BY CITY TO 36" x 30" 0 25 I 9C ROUNDABOUT Fj EET I Pavement Markings and Signs ITRAFFIC Sycamore Street SE FILE NO. 1 ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER N.6 I 14:49:09 01/06/20 anthony.hemaI USWAT1FP00I\Data\Projects\60579265\900-CAD-GIS\02-SHEETS\SHT-MCCOLLISTER_NDI.DGN GENERAL LIGHTING NOTES L1VHI1NU LtLLNU THE CONTRACTOR SHALL SUBMIT A LIST OF LIGHTING EQUIPMENT THAT IS PROPOSED FOR INSTALLATION. SHOP DRAWINGS WILL BE REQUIRED FOR LIGHT POLES AND CONTROL CABINETS. EXISTING PROPOSED CONTROL CABINET CONNECTION TO POWER SUPPLY NEAR STA.326+50 AND 361+50 AS DIRECTED BY MIDAMERICAN ENERGY.COST FOR CONNECTION INCIDENTAL TO PRICE BID. • TRAFFIC SIGNAL POLE ALL LIGHTS AND CONTROL CABINETS SHALL BE FED FROM UNDERGROUND. 0 9 PEDESTAL SIGNAL POLE INDIVIDUAL LUMINAIRES SHALL BE PROVIDED WITH MOLDED IN-LINE FUSE CONNECTOR WITHIN THE POLE BASE AND BE SIZED TO FIT THE CONDUCTORS. FUSES SHALL BE 10-AMPERE CARTRIDGE TYPE. THE NEUTRAL CONDUCTOR SHALL NOT BE FUSED. ,- • UTILITY POLE ALL CONDUITS SHALL BE HDPE. c-._qc •---; LIGHT POLE AND FOUNDATION LUMINAIRES SHALL BE GREENCOBRA GC1 F-SERIES NO.GC1 60F MV NW 2 GY 350 BSK RPB FDC. * O * * • DUAL LIGHT POLE AND FOUNDATION ESTIMATED PROJECT QUANTITIES REMOVAL OF STREET LIGHT AND BASE 1 EA �4 HANDHOLE AND IDENTIFYING 03 LIGHTING POLES 9 EA © NUMBER - TYPE 2 OR 3 ELECTRICAL CABINETS 2 EA ELECTRICAL CIRCUITS 13,390 LF 2'HOPE CONDUIT 13.390 LF -- - — — - TRENCHED UGHTING CONDUIT 3C3 LIGHTING CABLE 5.316 LF GROUND CABLE 4,947 LF TRENCHED INTERCONNECT CONDUIT — ——-HANDHOLES 21 EA QUANTITIES SHOWN ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. VARIATIONS FROM THE QUANTITIES SHOWN SHALL NOT BY ITSELF BE CONSIDERED GROUNDS FOR CHANGE ORDER. CONTRACTOR SHALL BE PAID THE UNIT PRICE PER LINEAL FOOT OF ELECTRICAL CIRCUIT PLACED.MEASURED BETWEEN CABINETS,POLES AND/OR LIGHTING INDEX OF SHEETS LAYOUT LEGEND HANDHOLES,AND SHALL NOT INCLUDE MEASUREMENT FOR LENGTH OF CONNECTIONS TO LUMINAIRES IN POLES. CITY RETAINS THE SALVAGE RIGHTS ON THE REMOVED STREET LIGHT. P.1 UGHTING SYMBOLS AND GENERAL NOTES P.2-P.5 LIGHTING LAYOUT - CORRIDOR LIGHTING MAST ARMS AND LUMINAIRES MOUNTED ON THE TRAFFIC SIGNAL POLES ARE INCLUDED WITH THE TRAFFIC SIGNAL INSTALLATION DESCRIBED ON THE N-SHEETS. P.6 UGHTING QUANTITIES PROVIDE 100'LOOP OF ELECTRIC CABLE IN EACH ELECTRICAL HANDHOLE. STA. 00+00 00.0' LT LOCATIONS OF LIGHT POLES AND CABINETS SHALL BE REVIEWED IN THE FIELD AT TIME OF CONSTRUCTION,AND SHALL BE MODIFIED AS NECESSARY. - AT NO ADDITION COST,TO AVOID UNNECESSARY IMPACTS TO EXISTING AND/OR PROPOSED UTILITIES. POWER SERVICE LOCATIONS ARE APPROXIMATE.THE CONTRACTOR SHALL COORDINATE ALL TASKS INVOLVING POWER SERVICE CONNECTIONS WITH CIRCUR AND MIDAMERICAN ENERGY.ALL ASSOCIATED COSTS,INCLUDING ELECTRIC UTILITY SERVICE POWER CONNECTIONS FROM THE LIGHT POLES AND CABINET TODISTRIBUTION LIGFIi1NC UNIT NUMBER THE NEAREST POWER SOURCE SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE INCLUDED IN THE BID PRICE FOR THE ELECTRICAL LATERAL UGHTING LUMINWRE TYPE CIRCUITS. MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT.) POWER TO LIGHTING CABINET SHALL BE 240V. THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON THE SHEETS ARE APPROXIMATE ONLY.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE Install Owner-furnished aluminum PROPER UTILITY COMPANIES AND CITY OFFICIALS FOR THE PURPOSE OF LOCATING UNDERGROUND FACILITIES AND COORDINATING CONSTRUCTION labeling plate. Coordinate spacing ACTIVITIES. of labelwith engineer. CONNECTION OF PROPOSED CONDUIT TO EXISTING HANDHOLES OR FOUNDATIONS SHALL BE CONSIDERED INCIDENTAL TO THE BID PRICE FOR THE ELECTRICAL CIRCUITS. Attach plate to handhole cover with contractor provided QUANTITY ESTIMATES INCLUDE SLACK CABLE IN THE POLES,HANDHOLES AND CONTROLLERS. rxxxxx stainless steel,3/4',No.14,ova1 head,phillips drive sheet metal screws through pre drilled holes. STATIONS AND OFFSETS SHOWN ON THE PLANS ARE TO THE CENTER OF THE ITEM UNLESS NOTED OTHERWISE. J ALL LIGHT POLE BASES SHALL HAVE A MINIMUM OF 2 CONDUIT STUBOUTS. LUMINAIRES SHALL COME WITH A PHOTOCELL RECEPTACLE.WHICH SHALL HAVE A SHORTING CAP INSTALLED. LIGHT CONTROL WILL BE FROM MASTER PHOTOCELL LOCATED ON CONTROL CABINET. Typical concrete poly•- --.hole Install new groundingbusbar. LIGHT BASE ELEVATIONS SHALL BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. LIGHT BASES SHALL BE BETWEEN 2 AND 4 INCHES Support from handhoe wall with ABOVE PROPOSED DIRT GRADE,AND 2 INCHES ABOVE MAXIMUM ADJACENT SIDEWALK GRADES. bolt,nut,flat washers and lock roclumms washer. All fastening hardware shall —J be stainless steel. Center between I walls. Extend HDPE ducts into handhol= 8-12'(minimum). Extend ducts through existing openings where available. Enlarge openings as necessary. 0110. Install geotextile woven fabric. Saw-cut new openings where Extend geotextile 12'(minimum) necessary. Do not oversizeoutside perimeter of handhole. ....0 openings. Route ducts into handhole i through open bottom if necessary. M t:y Typical for all ducts entering •. handhole. 'IC L1I CD a T 0.- ,,,,1)" FT1 >--C--) Granular gravel base. Extend fill 6' .-2.0-- Q outside perimeter of handhole z r'"C. TYPICAL HANDHOLE DETAIL to depth oSmooth washed gravel fill minimum um off 66 outside perimeter Extend of ll ra handhole all sides. FILE NO. c--.., I ENGLISH 1 DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION ' SHEET NUMBER P.i I 15:19:03 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_P01.DGN 317+27.90, 54.82' LT EXISTING CENTURYLINK FIBER BOX 316+32.:,A,62.67' LT EXISTINI FIBER HANDHOLE 317+30.45,48.67' LT CT' CD ELECTRIC HANDHOLE c N ^+ - p9143- N •% 320+80.00, 36.30' LT _ (\/ cv ,'�/ 317+30.00, 38.00' LT FIBER HANDHOLE 102 �`�_____ 01 FIBER HANDHOLE 101 �`�, `\- PUSH CONDUIT ...._ UNDER GILBERT ST. ----PC) 326+50.50, 35.00'LT 326+ c.15,40.001 LT LI-152 CABINET �' 12 LED-III-A 101 illi ^ _ 327+80.00,41.00'LT 324+30.00,36.60' LT 10 C7 __-____ M• II J'OTE1 . (N FIBER HANDHOLE 104 FIBER HANDHOLE 103el _ 16. Aii N - - NOTE CD _ (17 Remove Sveet Light :18>i:u wo v lii ... .. F<Fc,TRIO N 4�,e0, . .. ,44,0 lioT . __ .. F <-0, FIBER OPTIC CONDUIT NOTE 1:CONTRACTOR TO REMOVE —-—-—-—-- 2-2'HOPE SDR11 ORANGE EXISTING POWER AND CONDUIT TO ,ca INCLUDE TRACER WIRE IN POWER SOURCE. ONE DUCT AND PULL TAPE Ls1 IN EACH CONDUIT NOTE 2:CONTRACTOR TO INSTALL 0- ._..I)"� 2'CONDUIT AND 3C3 CONDUCTOR +�' C...)t-- TO POWER SUPPLY AS DIRECTED 1 ›....(�) STREET LIGHT CONDUIT BY MIDAMERICAN ENERGY. ��. Q - 2'HOPE SDR11 INCLUDE 3C3 CABLE.GROUND. 9 `� - ) (.)CD AND PULL TAPE UNLESS OTHERWISE NOTED c_... O c� r 0 25 CI, LIGHTING AND INTERCONNECT c Ste. 316+50 to 331+50 McCollister Blvd. FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER P.2 I 15:19:07 01/06/20 anthony.hemaRn\60579265\900-CAO-GIS\02-SHEETS\SHT_MCCOLLISTER_P01.DGN E 330+88.00,41.00'LT 332+80.00,41.00'LT 335+03.00,41.00' LT 337+80,41.00' LT ELECTRIC HANDHOLE 201 FIBER HANDHOLE 105 LECTRIC HANDHOLE 202 FIBER HANDHOLE 106 .-. N M •:1' In (0 I- CO (Y) (Y) Cr) Cr) M Cr) Cr) (+) (h Cr) Cr) Cr) Cr) Cr) C) Cr) I 1 1 1 I I I I I 1 i I 1 J 1 , 337+80 FIBER 41.00,L T co HANDHOLEas 106 re" 0 342+80.00, 41.00'LT 343+16,41.00' LT - - - - - - ELECTRIC HANDHOLE 203 d �� .� FIBER HANDHOLE 107 Cr) t39+11.35, 40.00' LT ■ CV ©I_ - _ • 30-12-LED-III-A102 - - - - - - - 1.11 1 .J>'" CA— +4 Cm.) , c c•-.4 c� r,J FIBER OPTIC CONDUIT —-—-—-—-- 2-2'HOPE SDR11 ORANGE INCLUDE TRACER WIRE IN ONE DUCT AND PULL TAPE IN EACH CONDUIT STREET LIGHT CONDUIT 2'HOPE SDR11 - INCLUDE 3C3 CABLE,GROUND, AND PULL TAPE UNLESS OTHERWISE NOTED 0 25��1 T LIGHTING AND INTERCONNECT FEET Sta. 331+50 to 345+50 McCollister Blvd. FILE NO. I ENGLISH I_ DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER p.3 I 15:19:10 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCCLLISTER_P01.DGN LO 347+21.00, 41.00' LT ELECTRIC HANDHOLE 204 351+26.00,41.00' LT 4D END CIRCUIT A EMPTY STREET ELECTRIC HANDHOLE 205 LIGHT CONDUIT COIL 100' OF CABLE IN HANDHOLE EMPTY STREET END CIRCUIT B N 347+80.00, 41.00' LT LIGHT CONDUIT COIL 100'OF CABLE IN HANDHOLE FIBER HANDHOLE 108 CI CO CT' O -a N 357+80.00, 41.00'LT 352+80.00, 41.00' LT 358+38.00, 41.00' LT FIBER HANDHOLE 109 FIBER HANDHOLE 110 ELECTRIC HANDHOLE 206 N Cr) LO (0 N CO 0' Cr) M M M M t7 1676 355+24.30, 40.00' LT I I I I I 1 1111D 13012LEDIII811 I I I I ■ I\ 4 FIBER OPTIC CONDUIT 2-2'HDPE SDRI1ORANGE_________ INCLUDE TRACER WIRE IN ONE DUCT AND PULL TAPE IN EACH CONDUIT W 01 'A 113 VIA 01 M21313 A113 STREET LIGHT CONDUIT 2'HDPE SDR11 1�, N — INCLUDE 3C3 CABLE,GROUND. 9 C :1 did L— N 11k P QZ11Z AND PULL TAPE UNLESS OTHERWISE NOTED 1 I F��� 125 LIGHTING AND INTERCONNECT Ste. 345+50 to 359+50 McCollister Blvd. FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY IPROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER p,4 I 15:19:13 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_P01.DGN I ® , 1 I 1 1 I 1 I I I I 1 ® 1 I- I ~ I I 1 I I I I I I CONTRACTOR TO INSTALL a I I 2'CONDUIT AND 3C3 CONDUCTOR LL I I 1 TO POWER SUPPLY AS DIRECTED I I BY MIDAMERICAN ENERGY. EXTEND CONDUIT I I I I 5'AND CAP I I 1 1 362+08.00,137.50'LT I I I I 35-12-LED-III-C101 ,; I I I STREET LIGHT CONDUIT TO INCLUDE I 1 1 2 3C3 CABLES BETWEEN HH 207 AND CABINET 361+75.35,80.20'LT i I I I I ELECTRIC HANDHOLE 20' / I 1 362+76.40,82.25' LT I 1 1 4 EXISTING FIBER HANDHOLE CIC-324 361+70.00,82.25' LT FIBER HANDHOLE 112 i I I i 362+88.60.81.20'LT ....I152 CABINET 357+80.00,41.00'LT 361+67.50,71.00'LT , i / I 1 POWER SUPPLY AS i 1 1 \DIRECTED BY MIDAMERICAN FIBER HANDHOLE no 358+38.00, 41.00' LT I t 35-12-LED-III-C102 I ELECTRIC HANDHOLE 206 I� 0o CT' O --, / / CVI I I I \ 363+02.00,62.35' LTIr In lf) InCD (DCr) Cf) el / 0 I 31 1''' (D ' 35-12-LED-III-D101 W — _ _a--�-_- -:---s iJ-tr:.M. -r =---_---J----------------.Jts�.�i�„LL: y ,, . + . , .00' LT ► FIBER HANDHOLE 111 -_ ------ I 1 ------------------ 61+53.00,37.00'Ur I I ELECTRIC HANDHOLIE P07 1 1 1 1 , ----------- I I I - - I 1 I 1 II I b�• .l I� l _ . _ __ -- -'-:-- 1 I I I I _---___.. 361+00.00, 26.15'RT "- 1\\ I i -•. - EXTEND CONDUIT I I 1 , ''- 5' AND CAP •�--•___-- ---------- I e 361+53.00,49.25' RT I I I / ! - ELECTRIC HANDHOLE 208 I 1 I I ' LIGHT D102 TO BE INSTALLED FIBER OPTIC CONDUIT 361+70.80,65.25' RT \ I / � XBY MIDAMERICAN ENERGY --------_ 2 2'HDPE SDR11 ORANGE 35 12 LED III C104 I JJ / /0/VA/H n INCLUDE TRACER WIRE IN EXTEND CONDUIT I r ONE DUCT AND PULL TAPE 5' AND CAP I I IN EACH CONDUIT O 25 I ; '--- STREET LIGHT CONDUIT 2'HDPE SDRI1 I I 362+68.30,13L4LT INCLUDE 3C3 CABLE,GROUND, :7; 35-12-LED-III-D10 AND PULL TAPE UNLESS OTHERWISE NOTED I I I I EXTEND CONDUIT 1 15' AND CAP III I II I II I `�t�� '1� � t '' I ' 1 ��111� �117 I I I 1 I i g£ I01 Wd L— NCI' QZGs I I Ira • I a 11 I Q31I - I 1 I LIGHTING AND INTERCONNECT I I Ste. 356+50 to 363+50 ® I McCollister Blvd. FILE NO. ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER p.5 I 15:19:16 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_POI.OGN CABLE AND CONDUIT LENGTHS ELECTRIC 2'HDPE FROM TO CIRCUIT BID 3C3 CABLE GROUND CABLE CONDUIT QUANTITY TRANSFORMER CABINET 21 131 131 21 CABINET A101 7 34 34 7 A101 HH-201 429 529 529 429 HH2O1 HH-202 418 518 518 418 HH202 A102 406 416 416 406 A102 HH-203 394 494 494 394 HH203 HH-204 393 493 493 393 HH204 HH-205 400 0 0 400 HH205 B101 399 409 409 399 B101 HH-206 314 414 414 314 HH206 HH-207 316 416 416 316 HH207 HH-208 86 186 186 86 HH208 C103 58 68 68 58 C103 CAP 5 15 15 5 HH208 C104 24 34 34 24 C104 CAP 5 15 15 5 HH207 C102 37 96 47 37 C102 HH-209 12 224 112 12 HH209 C101 66 76 76 66 C101 CAP 5 15 15 5 HH209 CABINET 110 420 210 110 CABINET POLE 22 32 32 22 CABINET D101 23 33 33 23 D101 D103 225 235 235 225 0103 CAP 5 15 15 5 EXIS. HH-101 212 212 HH-101 CABINET 21 21 HH-101 HH-102 716 716 HH-102 HI -103 726 726 HH-103 HH-104 732 732 HH-104 HH-105 1020 1020 HH-105 HH-106 1002 1002 HH-106 HH-107 982 982 HH-107 HH-108 974 974 HH-108 HH-109 994 994 HH-109 HH-110 1002 1002 HH-110 HH-111 686 686 HH-111 HH-112 126 126 HH212 EXIS. 214 214 TOTAL: 13,390 5,316 4,947 13,390 VMOI 'A1i0 VM01 )48313 A1I3 9C :I Wd L- NVr QZDZ 0 1 1 1 .d LIGHTING AND INTERCONNECT QUANTITIES McCollister Blvd. FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER P.6 15:19:18 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_P01.DGN 0 cr N .., CO N in v co lipillaftEr--.. (Ni ID v le r (v c 0 N fi - - --- $ rya Ai LOS% b v !mew co el .:_-_-.D I .:, * * a IlltriP C3--- # ---- ---. fte atil4141* 461444444, 0 0 AI, luir . .„.. ._ _ ,...._ __,... • * ____ „....... * ..._______ , • / tfMO1 '1.11� �ii 01 / 3 / O 9c :1W,d L' N (' OM / / // // N 4C / 0 25 / FEET FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER I MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER R,1 I 17:10:17 01/02/20 anthony.hemaRr\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_R01.DGN '1 I 1 Le, Lek Lou Lek au © _ 4 v 1 0 v - - - I v - w r' v v I I I I R ii ____: • it - - __-/- IN / v `mai VMOI 'All3 V/AO1 43313 A113 3C :1 Nd L- NVI OZOZ N i J 1 i 0 25 ?) FEET FILE NO. I ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER R.2 17:10:18 01/02/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_R01.DGN i dilki 19:1�] La1 LLb7:► v 44 NW VP iiiiiimAmmomm • 4,474 immir - - - at * * • • • • • • • • - -- I I I g - - - -• - - - - - - CIE� i:. t.Q1 L .__ ilhii� - oa w vI* oI 'kW VIVI 9C :1 �d L. W 0zoz N 0 25 Fr FILE NO. l ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER R.3 I 17:10:20 01/02/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER-R01.DGN � R R )UD • 4 _ y,�a ..1. am - -x 0 - - - _ __ __ - Back of Cur-b 8.5' OR 12.5' ; _ e 30' (TYP) 30' (TYP) 3' 1 T Sidcw 6' OR 10' T KEY BOTANICAL NAME COMMON NAME SIZE QUANTITY ti' -c . ASM Acer 'State Street' State Street Maple 2" Caliper B&B 10 :cP- `- GAG Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2" Caliper B&B 15 GSH Gleditsia triacanthos inermis 'Skyline' Skyline Honeylocust 2" Caliper B&B 19 -.: ( LAT Liriodendron tulipifera 'Aureo-marginatum' Majestic Beauty Tuliptree 2" Caliper B&B 2 rn PLP Platinus x acerifolia 'Morton Circle' Exclamation London Planetree 2" Caliper B&B 9 QSW Quercus bicolor Swamp White Oak 2" Caliper B&B 24 UDE Ulmus 'Discovery' Discovery Elm 2" Caliper B&B 10 0 25 F� TOTAL 89 FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER R.4 17:10:21 01/02/20 anthony.hemaRcK60579265\900-CAD-GIS\02-SHEETS\SHT-MCCOLLISTER_RO1.DGN PLAN VIEW COLOR LEGEND OF PLAN AND PROFILE SHEETS LINEWORK Design Color No. Green (2) Existing Topographic Features and Labels Blue (1) MMI Proposed Alignment, Stationing, Tic Marks, and Alignment Annotation Magenta (5) Existing Utilities SHADING Design Color No. Tan (8) Proposed Sidewalk Shading Blue, Light (230) 11 Proposed Sidewalk Landing Shading Pink (11) Proposed Sidewalk Ramp Shading Magenta (5) Detectable Warning Yellow (4) Highlight for Critical Notes or Features Red (3) {////,A Delineates Restricted Areas Lavender (9) Temporary Pavement Shading Gray, Light (48) Proposed Pavement Shading Gray, Med (80) 11.111111 Proposed Granular Shading Gray, Dark (112) MN Proposed Grade and Pave Shading Brown, Light (236) Grading Shading RIGHT-OF-WAY LEGEND Reference Point Survey Line A Proposed Right-of-Way Station � A - Section Corner /�\ Existing and Proposed Right-of-Way —--— - -— -- — Ground Line Intercept * Easement and Existing Right-of-Way Borrow ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Saw Cut 0 Easement (Temporary) Guardrai I 0 Easement 'Wei re t •„••••••••••••••••4 Clearing & Grubbing Area X Excess �\, Pavement Removal A/C Access Control c:a c -cam i.:. -� Cl ITI (n 1 } ., w rn SIDEWALK (COVERS SHEET SERIES S) FILE NO. ENGLISH , DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.i 15:27:34 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Distance* Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks O FT FT % Pos. or Neg. Quadrant? Point Station Offset Elevation 0 X W1101 W1102 Ramp Running Slope 8 10.90 0.58 5.3% 0.5% to 8.3% I W1101 316+99.29 -48.02 646.92 W1102 W1109 Landing/Turning Space 8 8.00 -0.08 -1.0% 0.1% to 2.0% I W1102 317+10.18 -48.01 647.50 W1109 W1110 Ramp Running Slope 8 6.15 -0.47 -7.6% 0.5% to 8.3% W1103 317+18.18 -47.99 647.62 W1110 W1101 Crosswalk Cross Slope - Yield Condition 8 9.30 -0.03 -0.3% 0.0% to 2.0% ? W1104 317+33.18 -47.95 648.85 W1102 W1103 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% 1 W1105 _ 317+33.16 -39.95 648.76 W1103 W1106 Landing/Turning Space 8 8.00 -0.06 -0.8% 0.1% to 2.0% I W1106 _ 317+18.15 -40.01 647.56 W1106 W1109 Landing/Turning Space 8 8.00 -0.14 -1.7% 0.1% to 2.0% W1107 317+18.15 -26.59 647.21 W1103 W1104 Ramp Running Slope 8 15.14 1.23 8.1% 0.5% to 8.3% _ W1108 317+10.15 -33.06 647.03 W1104 W1105 Ramp Cross Slope 8 6.00 -0.09 -1.5% 0.1% to 2.0% W1109 317+10.15 -40.01 647.42 W1105 W1106 Ramp Running Slope 8 15.00 -1.20 -8.0% 0.5% to 8.3% W1110 317+04.00 -40.03 646.95 W1106 W1107 Ramp Running Slope 8 13.39 -0.35 -2.6% 0.5% to 8.3% W1107 W1108 Crosswalk Cross Slope - Yield Condition 8 10.31 -0.18 -1.7% 0.0% to 2.0% W1108 W1109 Ramp Running Slope 8 6.95 0.39 5.6% 0.5% to 8.3%y'' W1201 W1202 Crosswalk Cross Slope - Yield Condition 8 9.21 -0.03 -0.3% 0.0% to 2.0% i W1211 316+38.92 -48.29 646.72 W1202 W1203 Ramp Running Slope 8 5.31 0.43 8.1% 0.5% to 8.3% , W1202 316+34.33 -40.31 646.69 W1203 W1204 Match Existing Cross Slope 8 8.00 0.05 0.6% Match Existing W1203 316+29.02 -40.33 647.12 W1204 W1201 Ramp Running Slope 8 10.11 -0.45 -4.5% 0.5% to 8.3% W1294 316+28.81 -48.33 647.17 I N O N O I --t Imo .w-- rn ;{m -gyp o� C, : ' Ca) OTh W1204 WI102 W1103 /! WI2OI /_(W1104 ) tb ( WI101 W 1203 202 6 larAliv ( WII10 W1106 ) W1105 ) ( W1109 #`` SHALL BE COLORED CONCRETE. SEE C-SHEET ( W1108 ESTIMATE REFERENCE NOTE FOR DETAILS. W1107 ) / L... 4 FEET McCollister Blvd. ADA SIDEWALK LAYOUT NW & NE Quadrants at McCollister Blvd. & S. Gilbert St. FILE NO. J ENGLISH J DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER S.2 I 15:27:35 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCDLLISTER_S01.DGN 113-10w 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb z 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Distance* Elevation Slope Constructed Range on this Slope Initials Remarks OQuadrant? Point Station Offset Elevation Im......- FT FT % Pos. or Neg. 1 % W1301 W1302 Ramp Running Slope 8 9.84 0.47 4.8% 0.5% to 8.3% W1301 316+38.96 47.90-t- 646.45 W1302 W1311 Landing/Turning Space 8 8.00 -0.12 -1.5% 0.1% to 2.0% W1302 316+29.13 47.91 646.92 W1311 , W1312 Ramp Running Slope 8 4.73 -0.30 -6.3% 0.5% to 8.3% W1303 316+29.33 57.91 647.70 101312 W1301 Crosswalk Cross Slope - Yield Condition 8 9.39 -0.05 -0.5% 0.0% to 2.0% W1304 316+19.25 57.92 647.69 W1302 ' W1305 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W1305 316+19.12 47.92 647.07 W1305 W1308 Landing/Turning Space 8 8.00 -0.12 -1.5% 0.1% to 2.0% W1306 316+09.12 47.96 647.63 W1308 W1311 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W1307 316+09.32 40.09 647.56 W1311 W1310 Ramp Running Slope 8 5.30 -0.27 -5.1% 0.5% to 8.3% W1308 316+19.33 39.92 646.95 W1310 W1309 Crosswalk Cross Slope - Yield Condition 8 12.46 -0.09 -0.7% 0.0% to 2.0% W1309 316+19.67 26.98 646.44 W1309 W1308 Ramp Running Slope 8 12.95 0.51 3.9% 0.5% to 8.3% I_ W1310 316+29.46 34.63 _646.53 W1308 W1307 Ramp Running Slope 8 10.00 0.61 6.1% 0.5% to 8.3% i W1311 316+29.33 39.91 646.80 W1307 W1306 Match Existing Cross Slope -__ 8 7.88 0.07 0.9% Match Existing - W1312 316+34._06 39.91 646.50_ W1306 W1305 Ramp Running Slope 8 10.00 -0.56 -5.6% 0.5% to 8.3% __ -- W1305 W1304 Ramp Running Slope 8 10.00 0.62 6.2% 8.5% to 8.3% -t- W1304 W1303 Match Existing Cross Slope 8 10.00 0.01 0.1% Match Existing W1303 W1302 Ramp Running Slope 8 10.00 -0.78 -7.8% 0.5% to 8.3% W1401 W1402 Ramp Running Slope 8 10.42 0.62 6.0% 0.5% to 8.3% I W1401 316+99.73 48.48 646.55 W1402 W1409 Landing/Turning Space 8 10.00 -0.12 -1.2% 0.1% to 2.0% W1402 317+10.07 48.46 647.17 W1410 W1411 Ramp Running Slope 8 5.88 -0.25 -4.3% 0.5% to 8.3% W1403 317+18.16 48.43 647.29 W1411 W1401 Crosswalk Cross Slope - Yield Condition 8 9.23 -0.27 -2.9% 0.0% to 3.9% W1404 317+33.15 48.39 648.47 . W1402 W1403 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% W1405 317+33.13 38.39 648.32 W1403 W1406 Landing/Turning Space 8 10.00 -0.12 -1.2% 0.1% to 2.0% fi W1406 317+18.13 38.43 647.17 W1406 1 W1409 Landing/Turning Space 8 8.00 -0.12 1.5% 0.1% to 2.0% _ W1407 317+18.13 27.22 647.00 _W1403 W1404 Ramp Running Slope 8 15.00 1.18 7.9% 0.5% to 8.3% W1408 317+10.12 33.76 646.88 W1404 W1405 Ramp Cross Slope 8 10.00 -0.15 -1.5% 0.1% to 2.0% W1409 317+10.13 38.46 647.05 W1405 W1406 Ramp Running Slope 8 15.00 -1.15 -7.7% 0.5% to 8.3% W1410 317+10.13 40.46 647.07 W1406 W1407 Ramp Running Slope 8 11.21 -0.09 -0.8% 0.5% to 8.3% W1411 317+04.24 40.47 646.82 W1407 W1408 Crosswalk Cross Slope - Yield Condition 8 10.30 -0.20 -1.9% 0.0% to 2.0% W1408 W1409 Ramp Running Slope 8 4.73 0.17 3.6% 0.5% to 8.3% hJ Ca _ NO C3 G' 7-< I r. C W I407 :<r rn W1309 SHALL BE COLORED CONCRETE. SEE C-SHEET o ESTIMATE REFERENCE NOTE FOR DETAILS. --� --- . y' ca . W1310 *' CP ( WI408 - t W1409,"' '- I W 1406 ) /�-(W 1405 ) ( W1307)- ( WI308� W1311 W1312 v; LWI4II (W1410 - / , . W1301 ( WI401 ( W1306Y ( W1305}� WI302 ) `' ,/ / / /I ( W 1402 ( W 1403)-- ( W 1404)- 4 ( W1304 - / nnnn: FFET ADA SIDEWALK LAYOUT (W1303 ) SW & SE Quadrants at McCollister Blvd. & S. Gilbert St. FILE No. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.3 15:27:39 01/06/20 anthony.hemand.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_S01.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid quantities. _ Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* A Elevation Slope S Sidewalk Constructed Range on this Slope Initials Remarks OQuadrant? Point Station Offset Elevation FT FT % - - Pos. or Neg. % W2101 W2102 Ramp Running Slope 6 10.40 0.62 6.0% ? 0.5% to 8.3% W2101 327+23.80 -49.00 649.98 W2102 W2113 Ramp Cross Slope 6 6.00 -0.09 -1.5% 0.1% to 2.0% W2102 327+33.75 -49.00 650.60 W2113 W2114 Ramp Running Slope 6 8.60 -0.64 -7.4% 0.5% to 8.3% W2103 327+39.75 -49.00 650.69 - W2114 W2101 Crosswalk Cross Slope - No Yield Condition 6 6.20 0.11 1.0% 0.0% to 5.0% W2104 327+49.40 -49.00 650.29 W2102 W2103 Landing/Turning Space 6 6.00 0.09 1.5% 0.1% to 2.0% W2105 ___ 327+55.07 -49.00 650.20 W2103 W2112 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W2106 327+60.81 -49.00 650.35 _W2112 W2113 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W2107 327+60.87 43.00 650.26 W2103 W2104 Ramp Running Slope 6 10.50 -0.40 -3.0% 0.5% to 8.3% W2108 ` _ 327+55.07 -43.00 650.11 W2104 W2111 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W2109 327+55.07 -27.50 649.36 W2111 W2112 Ramp Running Slope 6 10.50 0.40 3.8% 0.5% to 8.3% W2110 L 327+49.40 -27.50 649.39 W2104 W2105 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W2111 I 327+49.40 -43.00 650.20 W2105 W2108 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W2112 327+39.75 -43.00 650.60 W2108 W2111 Landing/Turning Space 6 6.00 0.09 1.5% 0.1% to 2.0% W2113 327+33.75 -43.00 650.51 W2108 W2109 Ramp Running Slope 6 15.50 -0.75 -4.8% 0.5% to 8.3% W2114 327+25.30 _-43.00 649.87 W2109 W2110 Crosswalk Cross Slope - Yield Condition 6 6.00 0.03 0.5% 0.0% to 2.0% W2110 W2111 Ramp Running Slope 6 15.50 0.81 5.2% 0.5% to 8.3% W2105 W2106 Ramp Running Slope 6 6.00 0.15 2.5% 0.5% to 8.3% W2106 W2107 Ramp Cross Slope 6 6.00 -0.09 -1.5% 0.1% to 2.0% W2107 W2108 Ramp Running Slope 6 6.00 -0.15 -2.5% 0.5% to 8.3% d 0 D.--1 X o n"< I 1 o ...►C, W2104 ) A w ON W2102 W2103 W2105 CW2I01 W2106 ) k CW2I14 • \ ll2 07 --1 W2108 ) h 11111111111 W2110 W2109 FEET ADA SIDEWALK LAYOUT NE Quadrant at McCollister Blvd. McCollister Blvd. & Covered Wagon Dr. FILE No. I ENGLISN I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.4 15:27:43 01/06/20 anthony.hemaRc60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.DGN 113-10AM' 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb E3Z1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* Elevation Slope g Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant? _ Point Station Offset Elevation FT FT % Pos. or Neg. 1 % W2201 W2202 Ramp Running Slope 8 7.75 0.46 5.9% 0.5% to 8.3% W2201 326+92.50 -43.00 650.11 W2202 W2214 Ramp Cross Slope 8 6.00 0.09 1.5%_ 0.1% to 2.0% 1 W2282 326+85.10 -43.00 650.57 W2214 W2215 Ramp Running Slope 8 9.00 -0.44 -4.9% i 0.5% to 8.3% W2203 326+77.85 -43.00 650.69 W2215 W2201 Crosswalk Cross Slope - No Yield Condition 8 6.20 -0.11 -1.8% 0.0% to 5.0% I i W2204 326+70.37 -43.00 650.81 W2202 W2203 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% W2205 326+70.37 -39.00 650.75 W2203 W2211 Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% W2206 326+70.37 -27.50 650.01 W2211 W2214 Landing/Turning Space 8 8.00 -0.12 -1.5% 0.1% to 2.0% 1 _ W2207 326+60.37 -27.50 650.09 W2203 W2204 Ramp Running Slope 8 7.80 0.12 1.5% 0.5% to 8.3% W2208 326+60.37 -39.80 650.90-W2204 W2210 Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% 1- W2209 326+60.37 -49.00 651.05 W2210 W2211 Ramp Running Slope 8 7.80 -0.12 -1.5% 0.5% to 8.3% 1 W2218 326+70.37 -49.00 650.90 W2204 W2205 Landing/Turning Space 8 4.00 -0.06 -1.5% 0.1% to 2.0% 1 --4 W2211 326+77.85 -49.00 650.78 W2205 W2206 Ramp Running Slope 8 11.50 -0.74 -6.4% 0.5% to 8.3% , W2212 326+78.65 -71.13 651.48 - C W2206 W2207 Crosswalk Cross Slope Yield Condition 8 10.00 0.08 0.8% 0.0% to 2.8% 1 __ W2213 326+85.95 -70.76 651.32 W2207 W2208 W2208 W2205 RampLandin /Turnin 8 10.00 -0.115 -1.5% 8.1% to 2.0% 1 4 W2214 326+85.10 -49.00 650.66 Running Slope --_ 8 11.50 Landing/Turning SpaceW2215 326+92.50 -49.00 650.22 W2208 W2209 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.8% W2209 W2210 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W2211 W2212 Ramp Running Slope 8 14.00 0.70 5.0% 0.5% to 8.3% ' W2212 W2213 Ramp Cross Slope _ 8 8.00 -0.16 -2.0% 0.1% to 2.8% W2213 W2214 Ramp Running Slope -__ 8 14.00 -0.66 -4.7% 0.5% to 8.3% ® N 1 n l o v CO ® 0 cr W2209 W2210 W22I4 Inn - i W2201 - W2204 W2203 -/ W2202 W2208 - W2205 W2207 W2206 McCollister Blvd. Q FEET ADA SIDEWALK LAYOUT NW Quadrant at McCollister Blvd. & Covered Wagon Dr. FILE NO. 1 ENGLISH I DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER S.5 I 15:27:47 01/06/20 anthony.hemaAcf%60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SOI.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets Does not include curb 8 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. _ Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* A Elevation Slope g Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. W2301 W2302 Ramp Running Slope 8 11.50 0.82 7.1% 0.5% to 8.3% W2301 326+60.08 27.50 649.39 W2302 W2309 Landing/Turning Space 8 10.00 -0.10 -1.0% . 0.1% to 2.0% W2302 326+59.88 39.00 650.21 _W2309 W2310 Ramp Running Slope 8 11.50 -0.81 -7.0% 0.5% to 8.3% W2305 326+59.70 49.00 650.36 W2310 W2301 Crosswalk Cross Slope - Yield Condition 8 10.00 0.09 0.9% 0.0% to 2.0% W2306 326+70.22 49.00 650.27 W2305 W2302 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% l, W2309 326+70.29 39.00 650.11 W2305 W2386 Landing/Turning Space 8 10.00 -0.09 -0.9% 0.1% to 2.8% W2310 326+70.37 27.50 649.30 W2306 W2399 Landing/Turning Space 8 10.00 -0.16 -1.6% 0.1% to 2.0% W2401 W2402 Ramp Running Slope 8 11.50 0,70 6.1% 0.5% to 8.3% _ W2401 327+47.43 27.50 648.63_ W2402 W2409 Landing/Turning Space 8 10.00 -0.03 -0.3% •.1% to 2.0% W2402 327+47.43 39.00 649.33 W2409 W2418 Ramp Running Slope 8 11.50 -0.69 -6.•% 0.5% to 8.3% W2403 327+37.43 39.00 649.58 W2410 W2401 Crosswalk Cross Slope - Yield Condition 8 10.00 0.02 0.2% 0.0% to 2.0% WZ404 327+37.43 ;-AB.00 649.7.3_ W2402 W2403 RampRunningSlope8 10.00 •.25 2.5% 0.5% to 8.3% W2405 327+47.43 49.00 649.48 W2403 W2404 Ramp Cross Slope _ 8 10.00 9.15 1.5% _ 0.1% to 2.0% W2406 327+5z 0 c49.00 649.45 W2404 W2405 Ramp Running Slope- 8 10.00 -0.25 -2.5% 0.5% to 8.3% W2407 327+6feb C.49.00 9.65 W2405 W2402 Landing/Turning Space 8 10.00 -0.15 -1.5% ' 0.1% to 2.0% W2408 327+6$4 39 00 9.50 W2405 W2406 Landing/Turning Space 8 10.00 -0.03 -0.3% 0.1% to 2.0% W2409 327+5f:8T-1 .00 i:M9.30 W2406 W2409 Landing/Turning Space 8 10.00 -0.15 -1.5% 9.1% to 2.0% W2410 327+5f14'L /.50 648.61 -- W2406 W2407 Ramp Running Slope 8 10.00 0.20 2.0% 0.5% to 8.3% r4 W2407 W2408 Ramp Cross Slope 8 10.00 -0.15 -1.5% 0.1% to 2.0% "� "-- W2408 W2409 Ramp Running Slope 8 10.00 -0.20 -2.0% 0.5% to 8.3% " O O CJN ..iiii;!1,1::•• •:,trii • McCollister Blvd. - _ ._- . - _•.• r-- -- ( W230I W2310 ) W2401 ' - - ' ' ' -_________1_i_:_ill:___1._ - - W2410 ( W2302 ,-( 2309 ) - -_ / W2402 1 W2409D N W2305 ( W2306)-/ - ----- --- W2405 W2406 - FEET ADA SIDEWALK LAYOUT NOTE: SEE L-SHEETS FOR MEDIAN LANDING ELEVATIONS Sw & SE Quadrants at McCollister Blvd. & Covered Wagon Dr. FILE No. ENGLISH DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.6 I 15:27:50 01/06/20 anthony.hemaPet60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.DGN 113-10' 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb E3Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: PCC Distance* Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks OQuadrant? Point Station Offset Elevation %FT FT % Pos. or Neg. W3101 W3102 Ramp Running Slope 6 7.18 0.43 6.0% . 0.5% to 8.3% W3101 339+66.35 -49.00 655.17 W3102 W3113 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3102 339+73.78 -49.00 655.60 W3113 4 W3114 Ramp Running Slope 6 5.43 -0.22 -4.1% 0.5% to 8.3% W3103 339+79.78 -49.00 655.69 W3101 W3114 Crosswalk Cross Slope - Yield Condition 6 6.25 0.12 1.9% 0.0% to 2.0% W3104 339+94.00 -49.00 656.50 W3102 W3103 Landing/Turning Space 6 6.00 0.09 1.5% 0.1% to 2.0% W3105 340+00.25 -49.00 656.59 W3103 W3112 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% _; W3106 340+12.65 -49.00 657.12 P W3112 W3113 Landing/TurningS ace 6 6.00 -0.09 -1.5% 0.1% to 2.0% - W3107 340+12.65 -43.00 657.03 W3103 W3104 Ramp Running Slope 6 13.50 0.81 6.0% 0.5% to 8.3% 1 W3108 340+00.25 -43.00 656.50 W3111 W3112 Ramp Running Slope 6 13.50 -0.81 -6.0% 0.5% to 8.3% ' W3109 _ 340+00.25 -27.50 655.99 W3104 W3105 Landing/Turning Space 6 6.00 0.09 1.5% 1 0.1% to 2.0% W3110 339+94.00 -27.50 655.94 W3105 W3108 Landing/Turning Space 6 6.00 -0.09 -1.5% I 0.1% to 2.0% W3111 339+94.00 -43.00 656.41 W3108 W3111 Landing/Turning Space 6 6.00 -0.09 -1.5% E 0.1% to 2.0% _r W3112 339+79.78 -43.00 655.60 W3104 W3111 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3113 339+73.78 -43.00 655.51 W3105 W3106 Ramp Running Slope 6 12.00 0.53 4.4% L 0.5% to 8.3% W3114 339+68.09 -43.00 655.29 W3106 W3107 Ramp Cross Slope 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3107 W3108 Ramp Running Slope 6 12.00 -0.53 -4.4% 0.5% to 8.3% W3108 W3109 Ramp Running Slope 6 15.50 -0.51 -3.3% 0.5% to 8.3% _ W3110 W3109 Crosswalk Cross Slope - Yield Condition 6 6.00 0.05 0.8% 0.0% to 2.0% 1 W3110 W3111 Ramp Running Slope 6 15.50 0.47 3.0% 0.5% to 8.3% W3201 W3202 Ramp Running Slope 6 7.18 0.43 6.0% 0.5% to 8.3% ` 1 W3201 339+33.65 -49.00 655.01 W3202 W3213 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3202 339+26.22 49.00 655.44 W3213 W3214 Ramp Running Slope 6 5.45 -0.28 -5.1% 0.5% to 8.3% I W3203 339+20.22 -49.00 655.53 W3201 _ W3214 Crosswalk Cross Slope - Yield Condition 6 6.25 0.06 1.0% 0.0% to 2.0% W3204 339+06.30 -49.00 656.20 -W3202 W3203 Landing/Turning Space 6 6.00 0.09 1.5% 0.1% to 2.0% W3205 339+00.30 -49.00 656.11 W3203 W3212 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3208 339+00.30 -43.00 656.02 _ W3212 W3213 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3209 339+00.30 -27.50 655.09 W3203 W3204 Ramp Running Slope 6 13.50 0.67 5.0% 0.5% to 8.3% t W3210 339+06.30 -27.50 655.15 W3211 W3212 Ramp Running Slope 6 13.50 -0.67 -5.0% 0.5% to 8.3% W3211 339+06.30 -43.00 656.11 W3204 W3205 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3212 339+20.22 -43.00 655.44 W3285 W3208 landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W3213 339+26.22 -43.00 655.35 W32114 W3211 _ Landing/Turning Space 6 6.00 0.09 1.5% - 0.1% to 2.0% _ W3214 339+31.94 -43.00 655.07 W3204 W3211 Landing/Turnip Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% l W3208 r W3209 Ramp Running Slope 6 15.50 -0.93 -6.0% 0.5% to 8.3% W3210 W3209 Crosswalk Cross Slope - Yield Condition 6 6.00 -0.06 -1.0% 0.0% to 2.0% to 8 W3210 -- W3211 Ramp Running Slope 6 15.50 0.96 6.2X 0.5% to 8.3% ( W3203 /-(W3104 ) W3105 ) W3106 ) ( W3205 W3204 ) W3202 W3201 ( W3102 W3103 ) _� W3214 - W3208- IN__(W3211 ) ( W3114 W3112 ) l\-{W3108 ) (W3107 ) W3212 ) W3213 ) ( W3113 EBB I W3209 V1'r"iUi `/«(J Vii+, i W3210 ) MJ13 AIMc o ( W3110 W3109 ) �� LC :I Wd L- NVrOZOZ E FEET McColllster Blvd. -1 ! ADA SIDEWALK LAYOUT NW & NE Quadrants at McColllster Blvd. & Armstrong FILE NO. ENGLISH DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.7 15:27:54 01/06/20 anthony.hemand.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SOI.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Distance* Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 0 W3301 W3302 Ramp Running Slope 8 11.50 0.81 7.0% 0.5% to 8.3% W3301 338+98.32 27.504 655.07 W3302 W3313 Landi►g/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W3302 338+98.32 39.00 655.88 W3313 W3314 Ramp Running Slope 8 11.50 -0.87 -7.6% 0.5% to 8.3% W3305 338+98.32 49.00 656.03 W3301 W3314 Crosswalk Cross Slope - Yield Condition 8 10.00 0.09 0.9% 0.0% to 2.0% _ _ W3306 I 339+08.32 49.00 656.18 W3302 W3305 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% i, W3307 339+21.92 49.00 655.33 W3305 W3306 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W3308 _ 339+27.92 49.00 655.24 W3306 W3313 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3309 339+34.82 49.00 654.80 W3306 W3307 Ramp Running Slope 8 13.79 -0.85 -6.2% 0.5% to 8.3% W3310 339+31.33 39.00 655.01 W3307 W3312 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3311 - _ 339+27.92 39.00 655.09 W3312 W3313 Ramp Running Slope 8 13.56 0.85 6.3% 0.5% to 8.3% W3312 339+21.92 39.00 655.18 W3307 W3308 Landing/Turning Space 8 6.00 -0.09 -1.5% 0.1% to 2.0% W3313 339+08.32 39.00 656.03 W3308 W3311 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3314 339+08.32 27.50 655.16 W3311 W3312 Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% W3308 W3309 Ramp Running Slope 8 7.33 -0.44 -6.0% 0.5% to 8.3% W3310 W3309 Crosswalk Cross Slope - Yield Condition 8 10.75 -0.21 -2.0% 0.0% to 2.0% W3310 W3311 Ramp Running Slope 8 3.84 0.08 2.1% 0.5% to 8.3% W3401 W3402 Ramp Running Slope 8 11.50 8.27 2.3% 0.5% to 8.3% W3401 340+01.80 27.50 656.01 W3402 W3413 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3402 340+01.80 39.00 656.28 W3413 W3414 Ramp Running Slope 8 10.00 -0.21 -2.1% 0.5% to 8.3% W3403 340+11.80 39.00 656.90 W3401 W3414 Crosswalk Cross Slope - Yield Condition 8 10.00 -0.09 -0.9% 0.0% to 2.0% W3404 340+11.80 49.00 657.05 W3402 W3403 Ramp Running Slope 8 10.00 0.62 6.2% 0.5% to 8.3% W3405 340+01.80 49.00 656.43 W3403 W3404 Ramp Cross Slope _ 8 10.00 0.15 1.5%i 0.1% to 2.0% W3406 339+91.80 49.00 656.28 W3404 W3405 Ramp Running Slope -- 8 10.00 -0.62 -6.2% 1 0.5% to 8.3% W3407 339+78.08 49.00 655.46 W3402 W3405 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W3408 339+72.08 49.00 655.37 W3405 W3406 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3409 339+65.20 49.00 654.95 W3406 W3413 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3410 339+68.70 39.00 655.17 W3406 W3407 Ramp Running Sloe 8 13.72 -0.82 -6.0% 0.5% to 8.3% _ W3411 339+72.27 39.00 655.22 W3407 W3412 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3412 339+78.27 39.00 655.31 W3412 W3413 Ramp Running Slope 8 13.53 0.82 6.1% 0.5% to 8.3% W3413 339+91.80 39.00 656.13 W3407 W3408 Landing/Turning Space 8 6.00 -0.09 -1.5% 0.1% to 2.0% W3414 339+91.80 27.50 655.92 W3408 W3411 Landis;/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W3411 W3412 Landing/Turning Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% - W3408 W3409 Ramp Running Slope 8 6.88 -0.42 -6.1% 0.5% to 8.3% W3410 W3409 Crosswalk Cross Slope - Yield Condition 8 10.72 -0.22 -2.1% 0.0% to 2.0% W3410 W3411 Ramp Running Slope 8 3.57 0.05 1.4% 0.5% to 8.3% I .�_.-...T- McCollister Blvd. ( W3301}JW3314 ( �........... W3401 \_(-------- ) W3414 ( W3312 W3311 ) W ( W330 W3313 . W3310 W3410 34I W3412 ( W3413 W3402 ) r(W3403 ) A• Ai;Aii o • • _ _-if \ .i.mm. , , o U t{ :1 �;d c- 1'ilr OM W3409 \-(W3305 ) `1W3306 ) ... `� W3309 ) '] ""� (W3408 ( W3406) /i. ll W3405 ) \-(W3404 ) tE4 W3307 ) W3308 J ! --. W3407 ) rtrl ADA SIDEWALK LAYOUT SW & SE Quadrants at McCollister Blvd. & Armstrong. FILE NO. . I ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.8 15:27:59 01/06/20 anthony.hemaBcK60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.OGN 113-10. 04-18-17 SIDEWALK COMPLIANCE See S Sheets Does not include curb 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Distance* Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 0 % W4101 W4102 Ramp Running Slope 6 7.25 0.43 6.0% 0.5% to 8.3% I_. W4101 T 355+77.55 -49.00 667.87 W4102 - W4113 Landing/Turning Space 6 6.00 -0.08 -1.4% 0.1% to 2.0% W4102 355+84.80 -49.00 668.31 W4113 W4114 Ramp Running Slope 6 5.60 -0.29 -5.2% 0.5% to 8.3% W4103 355+90.80 -49.00 668.40 TT W4101 W4114 Crosswalk Cross Slope - Yield Condition 6 6.20 0.06 1.0% 0.0% to 2.0% W4104 i 356+04.28 -49.00 669.21 W4102 W4103 Landing/Turning Space -I-- 6 6.00 0.10 1.6% 0.1% to 2.0% W4105 356+10.28 _ -49.00 669.30 W4103 _ W4112 Land4g/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% l W4106 356+22.28 _ -49.00 670.00 Space _ _ ; W4107 356+22.28 -43.00 669.91 W4112 W4113 Landing/Turning 6 6.00 -0.09 -1.5% 0.1% to 2.0% W4103 W4104 Ramp Running Slope 6 13.50 0.81 6.0% 0.5% to 8.3% W4108 356+10.28 _ -43.00 669.21 W4111 i W4112 Ramp Running Slope 6 _ 13.50 -0.81 -6.0% 0.5% to 8.3% W4109 356+10.28 -27.50 668.71 W4104 W4105 Landing/Turning Space 6 -- 6.00 0.09 1.5% 0.1% to 2.0% 44110 356+04.28 _ -27.50 668.57 W4105 1 W4108 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W4111 356+04.28 _ -43.00 669.12 W4108 W4111 Landing/Turning Space _ 6 _ 6.00 _ _ -0.09 -1.5% 0.1% to 2.0% _ W4112 355+90.80 _ -43.00 668.31 _ 44104 W4111 Landing/Turning 6 6.00 -0.09 -1.5% 0.1% to 2.0% W4113 355+84.80 -43.00 668.22 W4105 W4106 Ramp Running Slope 6 12.00 0.70 5.8% 0.5% to 8.3% W4114 355+79.18 r- -43.00 667.93 - W4106 W4107 Ramp Cross Slope 6 6.00 -0.09 -1.5% 0.1% to 2.0% .-. W4107 W4108 Ramp Running Slope 6 12.00 -0.70 -5.8% 0.5% to 8.3% W4108 W4109 Ramp Running Slope 6 15.50 -0.50 -3.2% 0.5% to 8.3% W4110 W4109 Crosswalk Cross Slope - Yield Condition 6 6.00 0.14 2.3% 0.0% to 2.0% w4118 W4111 Ramp Running Slope 6 15.50 0.55 3.5% I 0.5% to 8.3% W4201 W4202 Ramp Running Slope 6 7.25 0.36 5.0% 0.5% to 8.3% W4201 355+46.06 -49.00 667.71 W4202 W4213 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W4202 355+38.80 1_ -49.00 668.07 W4213 W4214 Ramp Running Slope 6 5.63 -0.15 -2.7% 0.5% to 8.3% W4203 355+32.80 -49.00 667.98 W4201 W4214 Crosswalk Cross Slope - Yield Condition 6 6.22 0.12 1.9% 0.0% to 2.0% W4204 355+19.30 -49.00 667.69 W4202 W4203 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W4205 355+13.30 ' -49.00 667.60 W4203 W4212 landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% _- ,W4208 355+13.30 -43.00 667.51 W4212 W4213 Landing/Turning Space 6 6.00 0.09 1.5% 0.1% to 2.0% W4209 355+13.30 -27.50 666.59 144203 W4204 Ramp Running Slope 6 13.50 -0.29 -2.1% 0.5% to 8.3% W4210 355+19.30 -27.50 666.70 W4211 W4212 Ramp Running Slope 6 13.50 0.29 2.1% 0.5% to 8.3% W4211 355+19.30 -43.00 667.60 . W4204 , W4205 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W4212 355+32.80 -43.00 667.89 W4205 1 W4208 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W4213 355+38.80 -43.00 667.98 W4208 W4211 Landing/Turning Space 6 6.00 0.09 1.5% 0.1% to 2.0% W4214 355+44.43 -43.00 667.83 W4204 I W4211 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W4208 W4209 Ramp Running Slope 6 15.50 -0.92 -5.9% 0.5% to 8.3% f _ - W4210 W4209 Crosswalk Cross Slope - Yield Condition 6 6.00 -0.11 -1.8% 0.0% to 2.0% _ _ _ -- W4210 W4211 Ramp Running Slope 6 15.50 0.90 5.8% 0.5% to 8.3% _ W4205 ) W4204 W4203 W4202 W4201 ) W4101 ( W4102)-\ ( W4103)-� W4104 W4105 W4I06 f \ I W4214 ) o C . \ (W42I I ) \ (W42I3 ) w ( W4114 / 1\-(W4108 ) \ , ( W4208}� W4212 c ( W4113)- ( W4112}\ W4111 l W4107 ) 0 7 ( W4209 V,1�01 `1�113 V�01 w42010 ?I 3-13 /U W4109 ) 0 W4110 IC :I Wd L- N 1OZOZ .l.1 p McCollister Blvd. ADA SIDEWALK LAYOUT FEET A 11 NW & NE Quadrants at ' McCollister Blvd. & Russell FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER I MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER $,q I 15:28:03 01/06/20 anthony.hemaSc%60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SDI.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb z 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* A Elevation Slope g Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant?1 Point Station Offset Elevation FT FT % Pos. or Neg. W4301 W4302 Ramp Running Slope 8 11.50 0.81 7.0% 0.5% to 8.3% W4301 355+11.30 27.50 666.54 W4302 W4313 Landing/TurningLanding/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W4302 355+11.30 39.00 667.35 W4313 W4314 _ Ramp Running Slope 8 11.50 - -0.76 -6.6% 0.5% to 8.3% W4305 355+11.30 49.00 667.50 W4301 W4314 Crosswalk Cross Slope Yield Condition 8 10.000.20 2.0% 0.0 2.0% op - Yi % to W4306 355+21.30 49.00 667.65 W4302 W4305 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W4307 355+32.80 49.80 667.74 W4305 W4306 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% W4308 355+38.80 49.00 667.65 W4306 W4313 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W4309 355+46.06 49.00 667.48 W4306 W4307 Ramp Running Slope 8 11.50 0.09 0.8% 0.5% to 8.3% W4310 355+42.35 39.00 667.29 W4307 W4312 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W4311 355+38.80 39.00 667.50 W4312 W4313 Ramp Running Slope 8 11.50 -0.09 -0.8% 0.5% to 8.3% W4312 355+32.80 39.00 667.59 W4307 W4308 Landing/Turning Space 8 6.00 -0.09 -1.5% 0.1% to 2.0% W4313 355+21.30 39.00 667.50 W4308 ' W4311 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W4314 355+21.30 27.50 666.74 W4311 W4312 Landing/Turning Space 8 6.00 0.09 1.5% 8.1% to 2.0% 4. W4308 W4309 Ramp Running Slope 8 7.25 -0.17 -2.3% 8.5% to 8.3% _ W4310 W4309 Crosswalk Cross Slope - Yield Condition 8 10.75 0.19 1.8% 8.0% to 2.0% W4310 W4311 Ramp Running Slope 8 3.55 0.21 S.9% 0.5% to 8.3% W4401 W4402 Ramp Running Slope 8 11.50 0.43 3.7% 0.5% to 8.3% W4401 356+12.30 27.50 668.74 W4402 W4413 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W4402 356+12.30 39.00 669.17 W4413 W4414 Ramp Running Slope 8 11.50 -0.48 -4.2% 0.5% to 8.3% W4403 356+24.30 39.00 669.79_ W4401 W4414 Crosswalk Cross Slope - Yield Condition 8 10.00 -0.20 -2.0% 0.0% to 2.0% W4404 356+24.30 49.00 669.94_ W4402 W4403 Ramp Running Slope 8 10.00 0.62 6.2% 0.5% to 8.3% W4405 356+12.30 49.00 669.32 W4403 W4404 Ramp Cross Slope 8 10.00 0.15 1.5% 0.1% to 2.0% ! W4406 356+02.30 49.00 669.17 W4404 W4405 Ramp Running Slope 8 10.00 -0.62 -6.2% 0.5% to 8.3% 1 W4407 355+90.80 49.00 668.48 W4402 W4405 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% I W4408 355+84.80 49.00 668.39 W4405 W4406 - Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% I W4409 355+77.55 49.00 667.95 W4406 W4413 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% T 'L W4410 355+81.26 39.00 668.05 W4406 W4407 Ramp Running Slope 8 11.50 -0.69 -6.0% 0.5% to 8.3% W4411 355+84.80 39.00 668.24 W4407 W4412 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W4412 355+90.80 39.00 668.33 W4412 W4413 Ramp Running Slope 8 11.50 0.69 6.0% 0.5% to 8.3% W4413 356+02.30 39.00 669.02 W4407 W4408 Landing/Turning Space 8 6.00 -0.09 -1.5% 0.1% to 2.0% W4414 356+02.30 _ 27.50 668.54 W4408 W4411 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W4411 W4412 Landing/Turning Space 8 6.00 0.09 1.5% 0.1% to 2.0% W4408 W4409 Ramp Running Slope 8 7.25 -0.44 -6.1% 0.5% to 8.3% ji W4410 W4409 Crosswalk Cross Slope - Yield Condition 8 10.75 -0.10 -0.9% 0.0% to 2.0% - W4410 W4411 Ramp Running Slope 8 3.54 0.19 5.4% 0.5% to 8.3%+ _ • McCollister Blvd. W4314 ) W4301 ( W4414}1 W4401 W4312 W4313 W4311 ) W4412 ( W4302)-\ W4310 ) ( W4411 ( W4413)-\ W4402 ) W4403 N ( W4410 tj jd101'A �3 v,nui d 0 } 2333 i X 110 W4309 ) n � W4409 6 ( W4305)--/ 1-0W4306 ) \-(W4308 ) W ( W4408)-iguiaa") ( W4406)-/ `(W4405 ) `-OW4404 ) W4307 ) 0 hid ( W4407 FEET q I ADA SIDEWALK LAYOUT SW & SE Quadrants at 1 McCollister Blvd. & Russell FILE No. 1 ENGLISH i DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION 1 SHEET NUMBER S.10 15:28:07 01/06/20 anthony.hemaRc60579265\900-CAD-GIS\02 SHEETS\SHT_MCC0LLISTER_SO1.DGN 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 2 8 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: " PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* A Elevation Slope Initials Remarks g Sidewalk Constructed Range on this Slope O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. % W5201 W5202 Ramp Running Slope 8 10.82 0.54 5.0% 0.5% to 8.3% W5201 361+46.73 -30.18 678.86 W5202 W5210 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W5202 361+46.70 -41.00 679.40 W5210 W5211 Ramp Running Slope 8 13.77 -0.57 -4.1% 0.5% to 8.3% W5203 361+55.81 -41.33 679.55 W5211 W5201 Crosswalk Cross Slope - Yield Condition 8 10.42 0.18 1.7% 0.0% to 2.0% W5204 361+54.64 -49.24 679.67 W5202 W5205 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% W5205 361+46.68 -49.00 679.52 W5205 W5206 Landing/Turning Space 8 10.00 -0.15 -1.5% 0.1% to 2.0% W5206 361+36.69 -49.00 679.37 W5210 W5206 Landing/Turning Space 8 8.00 0.12 1.5% 0.1% to 2.0% W5207 361+31.69 -49.00 679.43 W5206 W5207 Ramp Running Slope 8 5.00 0.06 1.2% 0.5% to 8.3% W5208 361+31.69 -43.00 679.34 W5207 W5208 Ramp Cross Slope 8 6.00 -0.09 -1.5% 0.1% to 2.0% W5209 361+36.69 -43.00 679.28 W5208 W5209 Ramp Running Slope 8 5.00 -0.06 -1.2% 0.5% to 8.3% W5210 361+36.70 -41.00 679.25 W5202 W5203 Ramp Running Slope 8 9.10 0.15 1.6% 0.5% to 8.3% W5211 361+36.73 -27.23 678.68 W5203 W5204 Ramp Cross Slope 8 8.00 0.12 1.5% 0.1% to 2.0% W5204 W5205 Ramp Running Slope 8 9.10 -0.15 -1.6% 0.5% to 8.3% W5206 ) W5205 W5204 ( W5207)- ( W5208 W5209 , W5 N , 203 ( W5210 W5202 MM F W5211 ../i W520I 711m1081;A11313AIV(3A01 On , ++ T NOTE: SEE L-SHEETS FOR MEDIAN LANDING ELEVATIONS ADA SIDEWALK LAYOUT NW Quadrant at McCollister Blvd. & Sycamore St. FILE NO. I ENGLISH DESIGN TEAM AECOM J IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION SHEET NUMBER S.1 1 15:28:12 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SOI.DGN •Pnl6 JalsIlloODkJ 113-10. 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb Z E3 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Staking FOR INFORMATION ONLY: PCC Distance* A Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. _ Q _ % t I l___ I W5301 W5302 Ramp Running Slope 8 16.14 0.63 3.9% 0.5% to 8.3% 1 1W5301 361+46.84 18.12 678.34 W5302 W5311 Landing/Turning Space 8 10.30 0.15 1.5% 0.1% to 2.0% I W5302 361+46.88 34.26 678.97 W5311 W5312 Ramp Running Slope 8 16.40 -0.95 -5.8% 0.5% to 8.3% W5303 361+53.20 36.47 678.87 W5312 W5301 Crosswalk Cross Slope - Yield Condition 8 10.34 0.17 1.6% 0.0% to 2.0% W5304 361+62.36 40.49 679.46 W5310 W5303 Landing/Turning Space 8 22.60 -0.33 -1.5% 0.1% to 2.0% I W5305 361+58.80 49.53 679.61 W5303 W5306 Landing/Turning Space 8 10.00 0.18 1.8% 0.1% to 2.0% W5306 361+49.53 45.77 679.05 W5306 W5307 Landing/Turning Space 8 19.95 0.30 1.5% 0.1% to 2.0% _ W5307 361+30.22 41.00 679.35 W5310 W5307 Landing/Turning Space 8 10.00 0.15 1.5% 0.1% to 2.0% { W5308 361+20.21 40.57 679.08 W5307 W5308 Ramp Running Slope 8 10.00 -0.27 -2.7% 0.5% to 8.3% ; W5309 361+21.31 30.55 678.94 W5308 W5309 Ramp Cross Slope 8 10.00 -0.14 -1.4% 0.1% to 2.0% _ W5310 361+31.31 31.06 679.20 W5309 W5310 Ramp Running Slope 8 10.00 0.26 2.6% 0.5% to 8.3% W5311 361+36.87 31.87 679.12 W5303 W5304 Ramp Running Slope 8 10.00 0.59 5.9% 0.5% to 8.3% W5312 361+36.83 15.47 678.17 W5304 W5305 Ramp Cross Slope 8 10.00 0.15 1.5% 0.1% to 2.0% W5305 W5306 Ramp Running Slope 8 10.00 -0.56 -5.6% 0.5% to 8.3% -..11.1111111111111111111111111141 McCollister Blvd. W53I2 W5301 MM ( W5309 ( W531 I ( W5310 �- W5302 _ - ` W5303 ) -_- - W5304 ) W5308 W5307 W5306 \ N dMoi •Allo vMoI )18313 AII3 ( W5305}-)> \ LE :I Wd L- NVr oZOZ � 'q ADA SIDEWALK LAYOUT I„ �� SW Quadrant at FEET \ McCollister Blvd. & Sycamore St. FILE NO. I ENGLISH I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER S.12 I 15:28:15 01/06/20 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_SO1.DGN CUT SIDE Total Cut Unadjusted URBAN CUT SIDE Total Cut Adjusted URBAN Existing Ground Existing Ground Existing Pavement Existing Pavement Topsoil Cut __^ Topsoil Cut N.,_. TS TS % TS Template Line Template Line CL 10 ____Cv. 10 CL 10 10- -CL Topsoil Placement Topsoil Placement Undercut Undercut Notes: Notes: 1. "Total Cut Unadjusted"Column includes all cut values in the Station Range based on Typical, 1. "Total Cut Adjusted"Column includes all cut values usable as Class 10 material. Topsoil and Subgrade Treatment needs. 2. "Total Cut Adjusted"does not include and Existing Pavement, Existing Topsoil, or material to be wasted. 2. "Total Cut Unadjusted"does not include and Existing Pavement values inside or outside the cut template as shown on cross sections. 3. Tabulated Plowing and Shaping operations are included in the"Total Cut Unadjusted"values. FILL SIDE Total Fill Unadjusted URBAN FILL SIDE Total Fill Adjusted URBAN Template Line Topsoil Placement Template Line Topsoil Placement \ Undercut Final Surface / ,N Undercut ' \ / Final Surface / \\ \\ // 1 �, / / N. / / N / / N Topsoil Stripping N / / Undecut \ / / .7,----- 1 , _..... . C Topsoil Stripping ____.......„,,, , Existing Ground Existing Pavement Undercut Undecut Notes: Ex7 ' isting Ground Existing Pavement Undercut Notes: 1. "Total Fill Unadjusted"Column includes all Class 10, 12, and 13 fill. This excludes the topsoil, subgrade treatment, , I3 v 1O1 1. "Total Fill Adjusted"Column includes all Class 10, 12, and 13 fill and adjustments for additional fill from cuts such as subbase, new pavement, and shoulder fill needs in that station range. ��} 4\ A.L ._ existing pavement, plowingand shaping operations, entrances, dikes, and topsoil stripping. 2. "Total Fill Unadjusted"Column does not include adjustments for additional fill from cuts such as existing pavement �31� �� p g p 2. The available area to place unsuitable materials in the T Sheet tabulation does not include the undercut values from removed, plowing and shaping operations, entrances, dikes, or topsoil stripping. t ,, `la L- 41r QZZ the topsoil stripping, existing pavement,or plowing and shaping FILE NO. ENGLISH DESIGN TEAM AECOM IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER T.1C I 09:19:13 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_TOI.DGN CUT SIDE (+/- Cuts) URBAN CUT SIDE (Bid Items) URBAN Removal of Existing Pavement Bid Item Topsoil Cut( Part of Stripping Bid Item) Existing Pavement Minus Cut(-C) Topsoil Saved for Replacement Minus Cut(-C) CLASS 10 Bid Item Total CLASS 10 Unadjusted (if Present) Template Line Template Line Topsoil Placement Bid Item CL 10 ` \�/ 10 C,,\' CL 10 _________....--CL CL 10 ` Class 10 Bid Item Topsoil Replacement Plus Cut(+C) Pavement Bid Item(s) Subbase Bid Item FILL SIDE (+/- Fills) URBAN FILL SIDE (Bid Items) URBAN Template Line Topsoil Placement Minus Fill(-F) / Topsoil Placement Bid Item ` Total Fill Unadjusted ,/ Template Line /:/ sN / . \,, Proposed Pavement `. and E Earth Shoulder ..... r' Stripping of Topsoil Plus Cut(+C) 1` Stripping of Topsoil Plus Fill(+F) Ts rs Ts-----> 1-------Ts I/ Notes: Existing Pavement Plus Fill(+F) CLASS 10 Bid Item and/or 1. "Manually Calculated Cut Adjustments+C"columns are additional cut encountered that is not Typical, Topsoil, or Subgrade Contractor provided material Treatment Based. (Entrance, Dike, Etc.) ��Q1Q 2. "-C"columns are either soil types or Class 10, 12, or 13 designated material that is encountered in the cut station 1QL \v AlCQ Removal of Existing Pavement Bid Item range that is paid for by other bid items. , Topsoil Stripping Bid Item 3. The"(SoilType) Cut"columns are soil types encountered in the cut that are paid by either Class 10, 12 or 13. L. :1:1/c111%11.4;c1)\ oZdZ 4. The"Adjusted Clas(10,12 or 13)"columns are the sum of all various soil types encountered in that station range, that are paid by Class 10, 12, or 13 bid items. ( FILE NO. I ENGLISH I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER T.ID + 09:19:15 11/27/19 anthony.hemaRn\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER-TOI.DGN 51. m 30 I- o r nl m m o Nwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwn r+ N • C W w w w w W W w W W W W W W W W W y, V,1I Wy,I ty/.,11 WWWW W W W w w w W W W W W W W N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N(1 O A Q t0 IO OO m m m V V V V 01 OI 01 01 W W W VI A A A A W W W W N N N N r r r r m m m m t0 t0 t0 tO m OO 00 00 V V V V 01 01 01 01 VI VI VI to A A A A W W W w N N O til a G+ + + + + + + + + + + + + + + + + + + + + + + + + + + + FF �' m �N � N m�� mmmmmmmmWmm mmmmmmN �mm�$mmm�mmmm�mmm$$$mmm�mmm�mmm�mm�mmmm Station a N N S S S S U m m a M m m m m m m m m S m m m m S m m m m S Z S m m t? 8 — O 0 mm . . Q z 2 r Total Cut IO t7lA t0 t0 Wr r 00 V 01 V W F+NF+t - = V + +rrrrr +rrrrr + + + +r + + NNWNVNNm~Vr ~ rrrrrrrrrrrrm�rrND rromWrn000DDDt0 WWmrr0IWDo Unadjusted ° ✓ V NTO1IiAAWA /I tI WIOItomtIVIAWVDAVoONUIONWVVONWOr V00V 1)wowm — to o v Volume m m m '0 W rn N m z Total Class 10 ~ 6 ;� Unad"usted m 6 m r m m m m m m m m m m m m m m m m m m m AOINANOA1tVOW W V NOHOF2+ORN AA v rn rn rn rnvwiA A A yawl44 rvNiA'0wNW AwWvi�UI rntAornwN 7NJ g W N m Volume z 6a s m - a.m i C m W N r Topsoil Cut _ rl - 3 Vt N N V0V 00 VAWWTAW WW AA DW m0D w C N N00VIAAWWAVIVVINm0VnAWVONrWDW -- cm Volume I -1 0 Template o AAA Pavement pm � mmmmmmmmmmmmmmmmmmmmmmmmmm wAAAAwU AAAAV0VAAAwWwwwwwwwUAAww Removal m z Volume N _ 3 N yJ Total _ �+ m m m m m m m m m m m m m m m m m m m A W Ni tVO W 41V N EEOFN+Oml tAOA V 0101 p104 VI AAA V m VI r VNI A INDW N W 1'w Ettwn 4Wow VAIOA!I OA00A1 W N Cut N. U' N Adjusted u Total Fill w. Unadjusted V............r W 00 V 01 W A A A w w w N N N W A N r r N.....r....... .....W m W r......r r r r r p, 0. Wm AIWn IW7IA V NIOOWINmA W W W WNA V W rOOOI W V VI WOIIOIDmmNA V01W rmmmmmmmm m mmmmmmmrrm mmmmmm N Volume f Existing Topsoil W Stripping ...............r r W V O I O 1 O 1 A W U N N N N N r r r r r N r r r r r N N N N r N N r r N N N N N N N N r r r N N N N p p g N V l V V V V 01 01 V Om w Om m i r w 5 V W 00 01 A OI W m W W A W N Om OI OI W IO m IO 1 V V V m W VI m OI N W V t0 N r r 01 ID IO OI r W V W N VI m A 01 01 Undercut '-' C (+ Fill) I- Existing -I Pavement I-I 0 r AA CO 0 Undercut z (+Fill) T N; CD r, TI rn Total i _ r N N N N N N N N N N N N N N....... Cl Cl VIA A W V A N N W W W W W N N N W W W W N W W N N W W W W W W W W N r r N N W W W W + + tD w. t0 V V V V V O/W VI W VI A N N r t0 V A N r m m 12 W W N It V t0 r V OI 01 r Vl V W N IO V V m VI VI m 01 N T IO m N r r 01 ID IO 01 r A 00 0o N VI m A OI 01 Fill N 01 N r N N r W om OI A r 0000 V m A W IO IO Vf IO VI Adjusted u m 3 10 Total Fill r 00 D NWwWwwwWwwWwWNNNN rrrrrr Adjusted -I NW VVIVIVIWwWNNr0VWNO0VAWmm 0 tA AA x 1m tD vIANAANNmWm0NNWWNWAaomNVtOmN00NrVNrAAmW00ON0WWI000WANV00CNmmVrrVmrWWDWOAVV weighted Average . - m m 1.3 Shrink Factor "' C Total Cut Adjusted Z yy,�I I I I 1 1 1 1 11 1 1 I I I I ^ N vNi vwitW+I tw/IIW/IIWnAUW WNNr1N0 V U1NtrDOIANmiN�rrNmm V V NW W Fr+m W Nrm W NNNA V O~I W NW V W A VOroA W WmN V W W Np� Minus Fill w/ 1r.1 vi In A N(A A N N W W m Of NNW W N W A 00 Ot 01 W Shrink 0 77 `J H H . . F 1 y Approx. Fill Vol. s m N n m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m mi Below 5' & Above - m, n II 20' w/ Shrink -- D .-I Z Approx. Fill n om m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m Volume Below 3' w m Q w/ Shrink C , V1 0 O W Topsoil _ 3 m rrrrrrrrrrrrrrrr omwVVVvvmmrnrnmppl1mma+ppf1rno+Inwwv+rnrnppffppff00l1a+a+a+vllnlntntnWAA r1 V N N N N N N N N N N N N N N.......N N r m r m W r t0 V W W m t0 OD V W VI A W W W A W V W W V N W W A A A W N m w 00 W N r m to coStripping Undercut p m N 0101 InAAW W Atn V tnNmIO V VIA W W tONNUIWUIm Volume Z 2 co . . . - V1 a Topsoil N A0o... ya V A A N ys V A N pA 47 A. W Placement 0NWwWAmmmt0U1U1OVN+t+ AO 0N rOVVIWNNrmt0t0t000t0IOIOV00 W m V A W W A A VI VI VI OI W A w m t0 t0 m Undercut p rn Volume o r -a r- to I-I 0 -I w Topsoil Placement m `" W VI OI 01 01 OI OI 01 OI OI V OI OI OI OI W W VI VI VI OI OI OI W VI to OI OI 0%01 VI VI W A A A A A A A A A W A A A W N r r N VVJJ W W W W W W W W w W W N N N N rrr With 1.4 Shrink A W 0ONNmmmNAVmt00WWVNVVIONOIVOW0NmNmVVINIO0VVIWNrrrIO 00VWAAANNAAVIVIVI0VAN00VV00 x 0 co Factor " `J A m Topsoil Stripping = r. D N A A Minus Topsoil _ ^ xi N VmppI1pp11pp NW NW NOVAWWrm00V010VOINWVOIOVOAA0MOArrNAAAWAWAWNANW0OmOrWNmmO0VWWWrmWWm , 1- Q Placement V' m w/Shrink m m a O co z v, x m m 3D H '--' 3 �j� di. m l pm OC.---' —I erN m r a N a v� S .... N A N N i m N v , 00 a T A I-, Al M N m m 2 O N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WV+W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W h Q in v+vi vi v�v�yy11 yy11 wyI to to v+w w w VI VI VI VI VI VIM VI VI to A A A A A A A A A A A A A A A A A A A A t t A A A A A A A A A A A A A k w w W o A r+01 01 VI VI VI VI A A A A W W W W N N N N r r r r m m m m 10 IO ID ID 00 00 00 W V V V V 01 01 01 01 VI VI VI VI W W W W N N N N r r r r m ID ID IO i y W W W m m m W m W W m W W W m N m N m W W m W W W m W m W m W 0 W m W m W m W m N m W m W m W m W m N m W m W m W m W W W m W W m W Station cm 3 !; m N m m e m m W m m ea m m m i m m m N N m m m m m m m m m m m m m m m C m m m m m m m m m m m m m m m m m m 0 0 0 m m m m m m m m m m m m 0 0. A 0 A z I , —I / / Q. 2 1 r o Total Cut v `[ - F+ 1-, j = w rrrrf+rrrrrrrrrrrr1F+F+rrrrrr)NNWWAAAAUUNNNWWWWWWNNNNNrrrrrrrrrrrrrrrrr Unadjusted - 0 VOAOFA+VIAWmmW W WO1NWONWVIflWVrON1t0VA0101t0V VOm1AAI001WODAWmVAmm01AmV Wi.W0NWW VANOCONN01W W01 WWWWWN ~ �' O m Volume u M MI 0 N Fa m z Total Class 10 "' mA r rVut ut Unadjusted .' vtNNrrrm rrrrr NVrrNNNWWNN rrrrrr rrrrrIV ,nVVCANNmrut0Arm0ANrmmmrW0rwm0rvtamm004VWrNA0V00ArmewnmuWN uu0WmNWNmm N 0_D 3 1.-, ipDDDV 0D . m m m -- _ Volume m f1 A N g 0 Topsoil Cut M 3 r r r r r....... n N w N N N N N N N N N N N N N N N r r r r r r N N r m m.....r r r N W A A V I pp 11 V V O O O D O D m 0 0 V V I D o 1 A O 01 t n t n v I A A A A W W W W w W N w C m N.....N W N N N N r r C ID 00 01 VI VI V m W W 01 D C W V 00 O V V 10 V A C C 01 A r 01 r 01 V W C OD 01 N N r VI N W M N ID V VI W IO I C W r W 01 `—' rt.m w Volume x Template = 1 Pavement 1 m mm m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m Removal A 0 Volume . I. a Total rt VNNmmrtrNN D 0 A N r m m m r W 0 rN ~N m V m N N r mF+N W ~ V u u N o n 0 W m N W N m m Cut 0 •+tlmN NDOotJlNNmOpDVmA Wr m Vm m Adjusted 3 AA Total Fill F4 V Nm W m I Unadjusted -A WV00VAAAANVVVVuVV4ApWWN rrrrrrrr N0 WA0AVV0 m V WmmmmmrWWW0ONY0WWNNmOAIOrWOWrmmmmmm VA DN WW1 IWrNN0WDNWWWOAINCO0D -. -. m 10 Volume Existing Topsoil D o _ ,� 01 0D V V 01 01 01 V V V V V V 00 0D V V V V V 01 01 01 VIA W N r r m N F+m N W A m 00 Fr+N VI V 00 00 V VIA A VI W N A p r A W W w w N N N N N r r Zr Stripping V W m A VI IO W IO 01 t0 VI 01 A A V W m m W VI N N N IO VI N W VI O V IO W m m w A 00 m N m 01 N W 10 00 m N 10 01 N VIA N 1D 01 A N 1D V A W r OD V r 0; Undercut " C (+ Fill) r- D Existing 'i Pavement H m m 0 Undercut Z (+Fill) T H. 0 N Total 07 m 1"100 V V IO rrrr..rrrr.r.r 1+r h11"1w V 01A w N r r r r r W r N N N W A W W 01 V V V V 00mWWWW V V 01O pWp1 N A A A W W N r r + + a m: m VI IO W t0 W IN0 m INO V V W V N W A m W A A W W 01 N 01 r to N A 01 N m r 01 V W A r m ID A VI W r m ID m N ut A W V trail Om0 m W A V 0m%V FN+m W N r m NN Flll m r, - m n Adjusted - 3 17 Total Fill r N V D r ............1...10 V to A W N r r r N of r N N W A ut 01 V OD IO IO tD ID 10 00 pVp V 01 01 VI VIA A N r trr� Adjusted W/ I-, -j A. W r W N IO W m V m N N m w N m A IO W r r Vt V m m m m m N r r 01 w A r N VI V m IO VI C 00 A N W W Om0 N V W N r r Oral VI m to A W VI N A V W VI 01 V 01 Weighted Average F. m R1 w 01IDA W OVIN 1.3 Shrink Factor W (0 N 1.1.1.1. 1.r Total Cut Adjusted ,� Z N I�0�1pp I I I 1 1 m W A 1`�W o1 4,r N w A W m o1 V o0 ao IDS IO IO OD V V 01 01 W W A A N r r Minus Fill W/ ' '-' m ODAw ..F.WMV W W WATyfTp1V V01010101VIAW1'OO WNr00wmWAmVwANNI.OTOWNV Wmmmmrm00rA V NWNIOA01r VtoW N w, V r m r V V 01 01 A A m m V N r r to 01 W A W r 01 r DD r A r V1 V1 CD 00 W w N N 00 VI m ID 00 m 01 r V 01 N A V 01 Shrink m " H I-I " A _-I 0 , , . . s . H D Approx. Fill Vol. _ ern n m mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm Below5' & Above „ m ill ri 20' w/ Shrink D -{ v1 Z -‹ m 0 o Approx. Fill D z m mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm VolumeBelow3' w m v < w/ Shrink J ! u C 0 o m Topsoil 3 n w. N N N N N N N N N N N N N N N rrrrrr N N r m m........N W A A VI pp11 V V ao m aD 00 00 V.1 ID 01 A 01 01 II VI VI A A A A W W W W w W N Stripping Undercut A m -i m N r r r r r N W N N N N r r m ID 00 01 VI VI V m W W 01 ID m W V OD 00 V V t0 V A m 00 01 A r 01 r 01 V W m W 01 N N r V1 N m W N 10 V VI W ID r m W r W 01 Z z w` Volume -I 3 m N A Topsoil ' 3 at W N N N w A A A A A A A A A A A A A A A A A A w w w w A A A A A A A A to w V V V D OD IO w O 00 00 V V V V m 0 to A A A W N N Placement oAmmmrNNNNWAo0oVAAWNNW0VDAoD WuDAt0mu0WO0mVW WrmO0WrW0WrWOW0VVvOm Undercut mn W O Volume u o r -0 I- m H o With 1.4 Shri -I nk „I Topsoil Placement y Ir--•1 m m A W N N A W W W W W O O 01 Op1 O O1 O1 O1 W w Of Q1 O1 W A to N N O O1 01 O 01 01 O V W W ID m r r N N NM r FF r+r+r r CC m W W W 00 m 00 V V 0101 01 A W N x rn M W W A W W N V 1D W ID ID m N W A W W N m W IO m I,01 VI OO W VI V m N N N m w IO O1 W m C VI r 01 ra w 01 N w 00 01 W N ID 01 N W VI N W W r 00 A V 01 01 ID ID 00 u Factor " A r m Topsoil Stripping n A W0W �WW WNOV WwVWWNw NWV WWmmNmmmmmV mmN mO Minus Topsoil ^ ✓ ..4WOo WV01O00f0O.VWWOVOVO1011WVOOWWOm + + + + IONWW0F+ 4.- WW...- nAW Placement m w/Shrink 0. Zm N 2 0 2 m N m m m z c m m m m • w 'E' :I 14IUM c L— HVt N 03lld N A , N i m u N V F N v1 CO - A N T m N fi N m im, m m m z C A W W W w w w W w W w w w W W W W W W W w w w rt. • -Itn mmmmmmm vl N vi w ut vl ul V1 u1 viv v vi vl vt O p O O rrrMPMeWtOtOl00DO WW V V V Vmmm W r W N m V W N m V W N m V to N m V W N m V In N Station LA rf rwminminmvimv.Oweowmu+minminmtnmtn ur i. N 7 . . . . . . . . . . . . . . . . . . . . . w .. m m m m m m m m m m m m m m m m m m m m m m m 0! 7 0. p 0 D m Total Cut - r N I-+ S t o t 0 r r r N N N N W W W A A A W W W A A W N N Unadjusted a, 1 oDODkONVIVu01-,V1tOW VtONWr10W0100N W V W N W Nt0 vi t0 r t0 vt N t0 NODN V W •-' in ' 0 '-. Volume z COm to r H m •` z Total Class 10 i r rrrrrNNNwwwwwwwwNrr Unadjusted a' r m D rn c"."�Awmp-.wvwiAmrA+v►-.mwrn.4NSA ^' a 3 r r m Volume z m g - . - . m g C r Topsoil Cut N 3 ., mmtowrrrrrrrrrrrrrrrrr n m w tO OD W m w V N O 1 m A W m N A OW1 pwi OW1 A N aNN o to Volume w C 00 Template y to Pavement m mmmmmmmmmmmmmmmmmmmmm Removal A Fr! Volume r 0 m a I. yJ Total I�,m, ~ W m r N A m OD m W V r A O1 t0 t0 aD lWfl W W W m Cut v' X I N O11"4.AfomrwvlAmrvrmwm.pr*0. Adjusted u 3 , Total Fill r co Unad usted tri V m m N 0 N OD N A V t0 t0 t0 M N vn'AO A r V N j O. V m Volume Existing Topsoil r m w r r r N N N w w W w W W W W w w w W w A Stripping m WAMMOAWNNNAAAAtnAWWAmm Undercut u W co (+ Fill) I— Existing N Pavement w co 0 Undercut Z (+Fill) m N Total 02 A N N W W A to p1 01f m V V V V V V OO OD tO rp N Fill + + t0 m mAmmmm V Am tOW W wA V MON V Mwr mr, T Adjusted u., 3 ti Total Fill r W u D mWWWAmv0D00*tow*fo'-"-"-"'„„w Adjusted w/ ,, —1 mr4tovmAwmmtnvltnm5wvwAANI Weighted Average x m T vi to 1.3 Shrink Factor C N Total Cut Adjusted Z to r.....N N N N N N N r r , 4.m 0w1 'm'mMm...tow.Nomrr,Jv`iimowl.omoww Minus Fill w/ 7.7 N -I t Shrink `J I-I O H DApprox. Fill Vol. „ 3 N m mmmmmmmmmmmmmmmmmmmmm Below 5' & Above " m n " n H 20' w/ Shrink A D Z o Approx. Fill n c m mmmmmmmmmmmmmmmmmmmmm Volume Below 3' w m Q -I -< w/ Shrink V C N o r Topsoil 3 �-'m V n w wmW�wVNrnmAONDmniArnowlrnANDNo� Stripping Undercut a m Z m Volume Z C —I 1 N m Topsoil Placement 3 ,..3NNwwwwAAAvlvtvlvltnyt�ltntntnAAA .‘ m t0 N m m N W V r A V m N A t o t o A w N m O D m W Undercut `" rl w u O o Volume SS to r 0 -I W Topsoil Placement N _, vl1. r m N vAi 0%N V N Om%00 W 0* m A W m V A°m� With l.4 Shrink x m r Factor W A 0 C , m Topsoil Stripping ., n a Minus Topsoil l - - N00 AvooA�NNAVVA??AWv0NwAAv vv Placemnt 00 m w/Shrink m • -I m Z M N O Z to m m `D Z C CO m A /MJI 'All o VMOf N —4 )1013 A113 (Es1 II L— NYCQ _ N F+ N A F+ u m n, V F+ N n 00 r M \ m -fi m m m m z o O n m- -1-to 0 c o w u°. r 3 Station tit G I-./D r- 01 01 VI n N 7 - rF rl K o. 7 d 11 73 O m ` w a. . r s. 0 0 0 X Total Cut m ,c r = 19i1 0 II N N r 0 etet 0 0 < W w Unadjusted r, 3 3 = of 1 r' °1 r I- 0) n r r rl m m _ rh r• m -3 E to ~ ~ Volume z o co ri- z m° m w an d r Total Class 10 m -I `- 'o `� `'� v OJ Unadjusted e D rl E II 0- 11 N 11 N ON OI .N• Q N u D ri m M `tri m I. '' Volume z m T u —oNpC—Nm v m in n n N ('1{ie In 0/ N C) n a <�, 2 s v Topsoil Cut n N3 ,1 9 vl vl m n a oo m Volume r+ v r m 0. s m— m Template c E m m Pavement a d m to Removal ,- m Volume 3 , ?- , rr ,p 1. r Total mal mCut " r ►. Adjusted 3 Total Fill r r m 03 Unadjusted 1n In .m. V V m m Volume Existing Topsoil -1 m m Stripping W ....1 Undercut C 00 °D (+ Fill) r D Existing -I Pavement m m Undercut - z (+Fill) m 1-" C) ~ I -Ti ✓ N N Total m m m I Fill -. . w 1n �� — m v v Adjusted - 3 I- Total Fill r � .4 j Adjusted w/ 'J N rs• NI 1 Weighted Average x m m v' `n 1.3 Shrink Factor ' 'p . . . _ . . C N N Total Cut Adjusted I, ,' tiv$' Minus Fill w/ r▪ z m ^ u A Shrink m H H -1 pI I. _aa a A . L . I. . H E m D Approx. Fill Vol. N n m m 1 Below 5' & Above rD N M 1-I 20' w/ Shrink `- A" D Z m o Approx. Fill D Z m m Volume Below 3' W m < w/ Shrink `- NJ Li C .. I I. Ak z Topsoil 3 0 �, �, Stripping Undercut A m Z m m Volume Z c -"I 3 m z Topsoil 3 °' °1 Placement V .1r n w to Undercut .�. -I O Volume o I- 73 r- to I--I 1 0 -I m w i Topsoil Placement xi wr N tn 1 With 1.4 Shrink x m WO r r Factor a `- C - r- m Topsoil Stripping -, D 00 co Minus Topsoil N m . Placement V 0 • 0 m w/Shrink x m z to _ o m Z o m r m IO m Z c 3 .. . _ m m x, d,),o Ai* 19 `" L€ :IWc 1.- NVrOo¢ — — — — — N r CI 1Id• N A r u N v m N f.. N In co LINE STYLE LEGEND OF CROSS SECTION SHEETS (ROAD) Existing Ground Line Proposed Template Proposed Topsoil Placement - -— -—-— -— Additional Topsoil Removal Subrade Treatment Granular Shoulder Pavement Existing Pipe\RCB Proposed Pipe\RCB Proposed Dike All Elements Associated with Proposed Entrances LINE STYLE LEGEND OF CROSS SECTION SHEETS (SOILS) TS Topsoil (Class 10) Slope Dressing Only CL 10 Class 10 Materials SEL LO Select Loams And Clay-Loams SEL SA Select Sand UNS A Unsuitable Type A Disposal UNS B Unsuitable Type B Disposal UNS C Unsuitable Type C Disposal SHALE Shale WASTE Waste B&W LS Broken and Weathered Rock —ROCK Solid Rock BLDRS Boulders Note: All layer lines and descriptions identify layers above the line. Note: Vertical or near vertical lines connecting soil layers at edges of cross sections are only for the purpose of calculating template quantities and do not depict soil stratification. SYMBOL LEGEND OF CROSS SECTION SHEETS r4 Existing - Existing Right-of-Way Limit C3 I�I C J Pr.pmed =I C) Proposed Right-of-Way Limit " fr1 �O LJ T.iryorrr, --_1 7 Temporary Right-of-Way Limit CROSS SECTION LEGEND AND SYMBOL INFORMATION SHEET (COVERS SHEET SERIES W. X. Y, & Z) FILE NO. ENGLISH I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.1 I 17:24:07 12/30/19 anthony.hemaRr\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN _95 _. 90 8J_ 8 _ ■ ■■■■�■■■ ■■ I ■■ , Mili6 11.0 �' ' ' ' 1 85 90 95 100 105 iiii ■■ ■■ c ollister Boulevard Extension ■w■uu■■■■■ ..... ■■ ■■w■ ■w�■�■■■�■ ■ ■■■ ■■■■u■■■■ ■■ ■■� ■■■■■■ McCollister Boulevard.__ I■■ 1 11 1..1.1.1 ■■■ w■■ ■■ ■■w■■■■w�■w■■■■■■■■■ ■■ ■■ ■■ ■■ ■■ ■■■■�II 1 " ■I --■■ ■ II_ I—____ - - ■■■ - aRn11- - 1•..•,, lawnmeli km 7-1.-..� II■�iiiii- 1 1 Eli - ___ ,..kiwar.iiiisniiiiiiiirmais __ _ a� agg II 4 1 1 +I i . 0 _ I IIIIIIIII am ■ _ 111 — — — — _ — — I ail III.__ RIM AAR _ it . 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I ■■11■■� Mc1 II EU, 11111111111� WW1 ■ ■�■11.1111111 !H! ■■w� , _ ,_ . _ -45_ 315+75.00 _-1_ 105 100 95 90 S5 80 5 60 55 50 45 40 35 30 25 20 15 1_ � - 0 5 0 5 IIO 15 20 25 30�35 40 45 50 55 60 65 0 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER MCCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.2 I 17:24:08 12/30/19 anthony.hemaRn\60579265\900 CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 0105100959085807570e560555045403530252015105 0 , ,o „ ,o „ ,o „ .o _ ., ,o „ .o „ 79 ,r 0 85 90 95 100 105 110 agS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIHhI hl� _IIIIIIIIIIIIIIIIII_ � Mc I 111111116171111161111rialletii ._ ����iil�����ill��i�=�:�` .�""""iimunitigelporipmmt-- imilipmiriromi 11 • i mi In up A:cc :::::12:11.1111111118•11 MEI- .El-4111111111,:1 1 UIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Q. 110 105 100 95 90 85 80 75 70 65 ,_ 60 55 50 45 40 35 30 25 20 15 10 5 __-,-Q 5 1] 23 25 33 35 40 4 5) 55 8,1 r 7 ,75 7 olli1 er 8 90 95._._.1Q0 ' 105 1_0 ! I { _ _ G Boulevard extension r t i McColl' t r Boulev . i , . . . . . . , . ___ _ -vs- Raft learte�. _ - ---- ; � .... -- _ _ ,�� �`� Ran 0 r-o T•enO co in o>in _._ f RRR 9V a o� _ 1 ! -- . cr D ¢n_ . _ . _ 1 ARK or- op co to.r RRn _-- - T 1_5x - -- , 1.5% I aRn R4R _ - - - _ - _ __ �T RaR --1 son —! -- 7 319+00.00 T— t:ILILL Ran --- , 665 MIR ssn "E Ex ,rt Mil RR I ll7ln L( o °°°° &RR _. _._. _._ t , <n v _,-._ - _T___ 1 -- COA M! --- - - _ ---- - --- ' _.. RRn --- -- 1.�% 157 ! RRn %l--w -------E- RaR ` i _ RAR 1 1 1 310+75.CO i I aaR Al , , 1 665 Ba rking _ �__ Existing Ro ROW N Ln o - i 4 ARK o o• ; •O o Q a R55 ism')v'i in O • _- CO cDcO von -,:r co - 1.5% I co CO CD<r AKA - - T__-. 1.5% _ 1 R50 'J� ___- ---- - -_ -- - -- RLR I. 1 IRA5, I r 318+50.CO - aaR I t — t 11 aRR :: - I _ f-- - -1- j - t . ___ I O ©� (O(') n(O ILli 1141 t 1 ' if i In Ln 0 v c - - aR^ - a- - -- - 1•5• Ai aRn R4R T .. ,-- _ - ._ W5.- i I 318+25 .00 1:0 165 100 95 90 85 80 75 70 65 60 55 50 45 40 35 3b 25-20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-1-80 85 90 95 1 100 105 i 1_0 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.4 I 17:24:13 12/30/19 anthony.hemaRrt.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 1',0 , 105 100 95 91) 8 80 75 7Q 65 69 155 50 45 4Q 3 2 27 15 1) 5 0 , 5 17 15 2' 25 37 , 35 ; 4Q 4 50 55 60 65 70 75 180 85 90 95 100 105 110 T ' 'McCollister Boulevard Extension — t + McCollister Boulevard — — . i RRs - 1111 j , , . — aas RRn Existing .. ROW AAA - _ i N� co CO Cr . • Zy - --- ARK _ _ uun- tn sas I i� - 320+00 .00 0 RRa I Ras I ROW Exhaang aan ailli ! +._ Ran c� �� o •cr -- i-Q,R5� L7 In CT:.. IiS if in in Rim 1 CD't CDM — — _ I 1.5% A- _— - CO CO CO 1.5%_ _ Z RanRKn s , --__ �t----� _.6.- - s- y� RAR ! I , �� Ras 319+75 00 _ liIt RR5 � r Ras lUll 1 ' : Ern np - - - --- -- --III -- - ,._ AAA ROW Existing , AAA m -- , '-• N'-' -- --- --'--- - 1 Ln O ARR i ! in LC; to O . R- • co CO M r I Ran 31 q+rj0'_r n AU_ Ran miliill I I . . . _ — ! aRs I - - - - aas AAA LT } iA ,i O l a CO ©c0 RJR CDC CDMLl• t Rsn — r _ - - 1.5% -_——— co v —— Rsn -.. C = — -- f 1.5% r� 4 i ---1._ - + - I --- RaR AAR I , Ran I ( , 319+25 .00 aan , i I 1_0 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75-80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.5 I 17:24:16 12/30/19 anthony.hemaRr;A60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 110 105 100 95. 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20T 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 6 70 75 80 85 90 95 100 105 110 _ _ jMcCollister Boulevard ENte*sion = . _ , , , . , , McCollister Bout-vard; sir - ' _ - ,r - _ _ - I. c' _ .I i ` = 1 , 1 . _ . , . - ' ' - ' [N1 . . _ _ . _ _ . _ _ _ _ . _ _ . , AAR �+ R65 - + — — Exutuip Temporary - - RRn inI "-Mil ROW ROW R60 — n ' u, - CO CO Rea 0 ID ! , ¢ — T- -- a _ _ , - a� r E _ 1. /. Ran . - - - --- -• T ___. - - - -�_�-_ ---_ , _ _ — _��-- -- ---- - - _ ---- -__ — —� — r'S0 R4a _ . . _ _ . . . _ _ I . R4a 321+00.00 . _ = , IF _.-- _ — �M �ry _ — RRn ROW r pj II ROW 111 AAA V V M V W h co co co .N - 4 Rea n V to CO • in!� 1.5% C�(� �VI ARIL,-- �, elm* 1 — -- - 1- . -- - _--1_ - _--. - - - ��T- Ran R4a I - - - I R4a - IL. - . - . . . }}il — . 320+75 .00 I i — ExistarX 1 ROW RRO _ AM C)0^ N0 C!0 �� �•� Rya p SR �'7 7- L'�C7 LC I Rea LP— CO� 5% CO� am _1 _ - --___�-;- �- -- _ _-- - - _=� - - '= - - -- = _ _____ r - _- — Ran -t 645 _ _ 1 _ 11171 r L aaa 42C+50.CO — ■ , RRa - J I RR5 Existing 1 1 Cabling AAA BOW I ROW6+n �� ors I I CO It _ O Q - _ Ti _ •� �NN � _ ReaRea LCCDIn ncO) I _ 41 I 1.5%. __ �. -i.5f - - L Rae - - - - ._____ - 7 _- } � ..._ — _ Ran i _,__Jr. — - ____ R4a R4a I - 320+25 .00 ' 1.0 105 -ftio 95 --40 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 ' 5 0 5 10 15 20 25 30 35 40 45 55 60 65 70 75 -g0r 85 •'1 •1 105 1_0 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.6 I 17:24:19 12/33/19 anthony.hemand.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN _, I I II uralllh��lll�l�l��`�eeap1111R11��e_ ��°�Boulevard E n y II ...i���i�'ii�������Riiii �i��N��iinii�Ill B5" mill �o���e:■toen���n�so■■■■■ ■■�■�■•_� �_ i �RBNIINYIIA .� "IIHHHHHHHHHHHHHHhIHHHhIII1INAh111iiiOh1IHHHHHIIHHHHHHHmmommilm.....— m mi ■■umENNENNE mum „o � ■■■■■edr■■■� m����ad� uee■a■ w nu■■■■e■■ ...... i SIIRUIIHHHHU � .101� pii !IHHHHHHHhIIIHIIIIHHHIHII1�� 11�1 I110 105 100 95 90 85 80 75 70 65 . 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 23 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 McCollister Boulevard Extension McCollister Boulevard -r- _______collIlPL I t cct Eli `�1, _ I I - _ .... ! , �- --, - R71 --,_ ;X "C34 i ARK T 68eapoyed T_____ MS r RRn liIl� ,)!A t0)tA Cr.'cr CO CO M .. f, OD mLn CO y m ►�� 6AO t tO itM' �t%1� �p inC\I ' t 1Ok . �N R55A5S �1.5% r30% / -----t - --- C% 2.0% 2,0% 2.0% 2.0% 2.0 ,- 3.0% --- ---�— — � + -_ ARA 7 -ra aorwc•) i va 41 - N••-1\I -r_. RAC iV In 1In 1 I - - R4S a0 Co CD , ',An I l- ,i22+75 00 Ran — — f — R7n Am I — I- --t co to665 i I in Lc) , . RAS cssi —_ I a ,— � v7 in 1 n N am •CO .CO n. O �'n N a 1 AAA t-- CO CO I •O •r, c7 . c') ASS CO S� CON + to O —.. in RSS 1.5% 3.0% �: 32.0% .07. 1.5% ASA 11111111111 I - f+Sn In 0- A4S N N CO CO A4n — Ran • 372+5U.eU i ---I - _ H — -- { T - - AAA _ . _ — Existing T i Temporary ` � ROW - R — am 01RRO — C6 el In C') . v I r'R5 _ in(315 lit)ci • - OK', eke, I I t6i1 in I _ ASS ASn r _may I__ _ _ r . .1.8•7 650 li A45 - 322+25.q0 1 - A45 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 0 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.8 I 17:24:25 12/30/19 anthony.hemaRct.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 1.0 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 1 I I i McCollister Boulevard Extension — a } _ I�1 Boulevard 11 McCollister er li st le d: I . L.-, , • II w�- �11111 1�1 - _ _ -. -vc:, , a7n 4. 11111111 III _ _ _ PIS aR .h RRR - . iemporory Prig ' IIILL _ _ - r ._ >r v “).1:,:_IllO - - �'�' - -- _ CD ROW ROIOW 1-.- 0 CO RRn - Ln N cn O V N 8 .. 1 RRn C)O �N C)r: A I ,U _ - N - } % Rt---s in-� SCR - D 4 Ln cp COO • Al (O C) • RRR — = 1.5% 3.07. oI 2.b% 2.b% 9 3.•% 1•�� —— —— r o�r CO N • ("J Cr,Q LnN coN ••N lI)N inn• " � �� •• NN Rare 1 LC) !-„—--. 1 . 60—... !1 f c0 Ran 323+50 .00 ' limo 1I - n _ - - - PAR ICDl, i11 _ Rcw aaR j —.ci_!', . Lfi.-,,._, —rL-.,--•)-c—,i,-.-. ion, Temporary Ran iHji • O O_ N N O N N LIf C0 n U -�- __ In (0 0 ——— - . 3'0/ i% 2j0% 2.0% 2.0% n/ 0�^ 1.5/. 3 — — — — Z I aRn M 6 W — —-1 — _ -- —--- R5p rn i - * imm Lnd C. iTRAC • • . Lns e45 limn ... �� lii � 3 3+ 5. 8 0 640 � I 11111 Ran Ras I RRR TemporaE)oeting b T ROW Ft No- RRn v O. O • Ln o O Irtr� c rC1 1 RRn C°CO .5 D CO 3.�% 10� .0% (JCS') T 0� 1 ARC D L(O LC/ rJ .. CD V to r� rn coC0 1 ' — ——— SW --- — — /. 2.0% ?.0% 2.0 2.0% 2. �� 1 gaff 1 _ 4-__.___ r�LC) --E > N c� r\ _S Ln" o•(O o�(O In -, No (V(V -cVN NO __ _`_ RAR - LO N in L IL) I LOX% __ r aaR (JD Ol O (0 I 1 gaff 323+00.00 t 1 64n 1_0 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W,q I 17:24:28 12/30/19 anthony.hemaMeN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.OGN 1'0 105 100 9i 90 8 8) ; 75. 70 65 60 55 50 4 40 3,5 1 30 25 20 1 i 1P 5 1 0 5 1Q 1 1 20 25 3) 3 4) 4 5) 6) 6 71 7 87 8 1 90 1p0 105 1 ,0 t 1 1 1 Mc ollistez uleeard erasion _ r McCollister o levazd I : ap •Z fi -- j { — - - _ _ i C3 o Limi OH ,-.1):: c�Fw r— R7n I - - - - - - - - R7n flai „in 1.:_-‹ - --, ...at-- , ARK ti _ RRR — Temporary - F oposetExtstI ROM ROWS - Ew sed no W o - Tempouary R1111 —I r— fi� \CD OM N(n Q'•O CV CO O� INN. 0' RRA +-N� N -- NCB - N CA ._ N O - N� i -- Cr) -- -- N Cr• - N .� -�- -- In RPM C`L Ln O Lf)O , co O Lc)O LP O - ^ ., RRR — • - - - -i-54— 3.0% DN 2.0% CO 2.0% 2.07. , 0% 2.0% N2O7 3.0% - - -- —�-�— -�—T — RRn — - - - - - - - - - - - - - R5A c� n N N M W . N)F N Q Rag RaR COu1 N COi in • �N ( cD t0 W i Ran — — — 3 24+35.C 0 _ _ _ Ran R7n ` awl AAR oni i PAR TosT rary lid Proposting I Em 7 + ROW ROW I --] - -- ROW ROW RRn N- i h.co I rq 0 In MI 'a' a Cr CO, 'O _ ' t ARK � cn Ct CD f N CO, . In • In W ID 1� In Imo, f f _ CO m c0 1 Mc _1 t 3.0% 2_0%9~ 2.0% 2. .0% 2.00 _2 2•. . a 2.07 % 1 —— —— —---+1-— —— RRn , { - �.�- i . i R50. m in R4R 11111111111 P N N N 1-.._ .- - __tt'rN _ ' 645 AAA 34+00 I 1 . 640 CO i1 II R7n I ; I. _ _ / 670 • r , RRR a•- � � 1 proptoding t 665 n 'ems ry R� ROW ROW - — _l } ROW Raft 1 N.- WD. .—. co it R60 .-, .CO •( �co CO •o (D v� r, �^1- 0 �� N• N. RRR i v cD c) �' (0•• cD 00 0 cD CO tD c RRR —Y _— — — — — — — .5% 3.0% 2.0% •2. 2.0% 2.07 07 2.07. pZ 3.0% % ` — S co Cr co o�� . �� S5n o co LC) CO Ln Cr)o I RAC (V • N CD N CO N F yyN LC) I Ln Ln N 645— 0 1 CO CO CD I gin ¶3+ 5.00 640 _— } � - 1 I ___ 1 0 105 100 45 90 85 80 75 70 65 60 55 50 4 40 3 30 25 15 10 i 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM 1 IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 10 I 17:24:31 12/30/19 anthony.hemaRct-60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 110 105 100 95 90 85 80 75 70 65 -1_ 55 50 45 40 ,T 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 McCollister Boulevard Extension; -- ■■■� �■■■ ■■■■■■■■■■■■�■�■�■■■1■■■■� McCollister Boulevardi MR T .. .ry : Proposed ' Exa, ngIll• ■■■■■_■_ ■ 51 �_, .RowRRn �o 00 • I - 11 � � . �o . , R55 1 L a- Ln co fend- ■ al I.() O'v CO d �� • • • r •� mg i- a + 1.5% 3. s i : -� * • s 3.07 1.5 AR - le �. �.it_ c.Il+ ` n IFILIIII■■■■■■■■�R45 U� 1111 11 • �5 / J)- rt: Q !uINHHI!IIrnLU! '. l!1!tI'.H' V _ RLn " T ■■■■■■■■■■■■■• ■■•■•■■ ■ ■ ■■■ ■■■■ O F Ras Tempo_ ;wiry Proposed Ettectnq Iiifl—IIi!H!orR ■■ ■ •_■ ■ �� � Temporary Ran ROW N r, •• G '•O -- •-(--- 11 ., Rai ■■l,■ • v ■■■ " • ■■M ��ao 655 .5IEt•:. 1 2.0% .0% gm.. ___3.07_ • —— — 1 sssataf�a� w,e,te. 'a� r=; — — — — _ _-- R50 -- IIIIIIIUU#IIIUUUIIIUIUIIUUI (NiMIMI j . 645 , pa, f HHHu•Hu•nnIuIun•I : gain I IIIIHhIIIUHIIIHIHIHUIIHI RaR �. d rT C311 T ..N v T._, N co ci co o rj1., to 1 r - Ln ■ Il �� R 2.OX (23. 2.0% co(NJ 0% 2.0% 20% N2.0% 3.0% 1.5' — — -4-0 CT r�CO , 1111E RainIRLR ■■ ■■■■ �r O o o — — RLR 11 ■■■�■■■■■■-■■ AAA ■■ ■■■■■■■ 324+75 .00 II f !IIiIIIIIINII ■■ ■■■■■■■■ 1 RRq Temporary Proposed Existing III ■■■■ Existtfgoposed Temporary • y ROW- ROW ROWIIII ROW RRn CIO L O ■■■ Ln•CO n00 • 0 ■■N n^L- -__ _ __ I __ ____I N Ln -+ N N --I. •0 N --17 I n O �1LO v Ntb co CO CO MIE -_ 3,0% 20 2. 2.0% 1.7% 0% 2.0% N2 % 3.0% 1.5' —— — _ — — — — — — — — _ _ • 650 �o �o N� Ivo ' RL5 -- -I �.N l Nn a LC)N R45 - I _ 1 640 _ _ I 3jj24+50 .00 — 1_0 105 100 95 90 85 80 7570 65 60 55 50 45• 40 35 30 25 20 1 10 5 0 5 10 15 20 25 30-35 40 45 50 55 60 65 70 75' 80 115 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION 1 SHEET NUMBER I Weil 17:24:34 12/30/19 anthony.hemaRrt.60579265\900-CA0-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 110 95__ 100 95 9e 85 81 A. a 65 60 55 50 45 40 35 30 20 15 10 0 5 10 15_,.. 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 1 t — .. {- C t__ +_ liii I McCollister Boulevard Extensio � I iiNflUIIII! ■ ■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ; McCollister Boul;var. _ pad ■■■■■ii..■■■■ • rY 'W E'd- ng �6.■:�■■■■■■■■■ mi _ . —0 .. 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Ran r� •■■■■■■■ ■■■■■■■■ ■ 326+25 .00 IHII.. p �_ : ■ ■■■■■1 1L 11 ■ . : :■ ■■■■■1■■■■■■■■■■■■ .65_. 7+- V �■■■■� = Proposed it�■::� ■■ ■■p�■::I■■■■��■:= EM wne R�oPMed ■■■r/.■■■■■■■■■■■:= -60 660 C�E ■■■■�■■■��■ _' o 111111111111 ' .: _■DI ■ 1!� ■ 1 �O �2.. 11.1111111111111111111111111111111111111111111111111111111 - ■�a1. 1ii::■■■■■■■■■ Hamm : ■ 1Ei:..■■:� ■■mil .:�_ m■ ;� ��■■■ ■■■■■■■■■�■■ .,. 11111L11111i1M1111111119111111 -�1.5GD� 3.0 —`2.0%�N 2.0 u2.0 a a*ra'1 � •-2.87 1 3.0% coc� 1.5 • cp. 111.1111.1111111111EPI ll: :::■:■:■■■■■::■■ ■■■■ ■■■■■ 7' iif �� ■:■■■ ■■■■ ■■■■ ■■■■■:■: illnlrlllhhhhlhhll {_ i 1111111111111 1 3 6+,o ,o ■■■■■■ ■ ■ ■ ■ ■■■ ■ HIIIIHHHIIi 1 1111111IPAL••••••• nnI!!KiIIiIilIuunnnnnnII • HNHNHHHH� Te ...p Exuunp ■■■■■■:■ • :■■..:. •■imim :: IHUftHNHHIMU- .I� ■■■■ c ill III•UNIUUUUIINI ■■■■ �i�■ o o . _ o , 111"""""""millEil�2 ■■ 11I q ■ ■■■■■■ •a . ,• N ,7 �°'. .OY. 2.9% Z:0'L 2.0% t.c\i , coo r�i • ■■ r IIMI MI_ — ■■■■■■■■■■■■ ■■■ _-1 1.5. 3.0% 3.0% 1.5. . ...■■.■■■■■:■..■■■ •-- 0.0 ■■MINN■N■ ■E RAC OAHfuh1hhhh1fu1Hhhh1 r � .. 1/111111 1_--r _ ■1 ■■■■■ 1■■■RanIIIIIIIIIUIIIHIIHIIII III 325+75..R11111111 111 11111 IIIIIIIIIIHII ` ' ■■■■ ■■■■■■■N■■ ■■■■■ ■ ■■■ ■■ ■ rl■■■■■■■■■■■■•■■■■ ■■■■■■■■■■■■■■■■ ■■■■■ ■■■■■■ ■■ ■ ■ ■■■■■■■■ ■■ , ■ ............................. ■■■■■■■:■_■■■:■■.■ .................. Tem�re ...::::::::::::: 65 .. - _ ry.... ■■■■■■■■■■■ IM■■ . 1 ■ a ■■■■T■�■■■�■■■■■■■I•C 1 1 R'W ■ ■■■ ■■■■■■■■■ .60 ■■■■■■■■■■■■■■■■ '..Q �'o r` COO -■■■■■�IGU■t:I�G�--■■■■■ ���11`�`U■J�`1INI ■■■■■■■■■■■■■ ■ ■■■■■■ ■ ■� o' in o0o iN—no �� ■■■■IIII�9Yc■■■■_■:�:1GII■■r•1rjI■■■ ■■■■M1■■■■■■■m 655 •.u..pjJ1U1u1 I •�1.5/0= 3a% I.0 N 2.OY. Z 2.9%`gl! �=!!!!! ! rLRE.. — — —11111111" 0 ■.. .. II __.Cr 0 L._0 so :■■■■::maum■:m.■■:m.■:■■■■■ _ o� N •:■IImIUII D . 1911111111111 ii1 325 110 105 100 =' 85 80 75 70 65 60 55 s i • '' 15 10— 5 a 5 • 5 20 25 30 35 40 45 50 55 —60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM 1 IOWA CITY 1 PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 12 J 17:24:38 12/30/19 anthony.hemaRci\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 1_0 1Q5 100 95 90 85 80 75 70 65T60 55 50 45 40 35 30 25 20 10 5 0 510 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105__ 1_0 _ I 'McCollister Boulevard Extension AR- Mc ollister Boulevard RR5 Ewetir�mposed Mill ROW R. IIIII ampo :- RRn T ROW , ---- _- -- �a OD N co Illiiimr, IIIIIIII ARR [O OIII QD• O•O 00 O O o _ ' �al MilliMIMEIII Mc r• Ln• ■ ■ COVERED WA-GO N c2 coo co c c� RRn PM ___.__ _. ,— S .2.0% 2.0% 2.0% 2.0Y_ 3 OY 1.5 . AAR COO CO• i In O ASK J N Ran 1111111 — — Ran `O, E tic -- II 1 RRR �}� I '_ --Rn ! ■ ■ ■TT■ L Temporary 0.11111410*- Ln - - =All ie • cr• CO 0 • • QRR n - -- CON -t-- - O.� COO CO.-• CON CO Ca •�_ .. 1 AM - - - s -- ���— �111. � 1 I F� .0 2.0% 2.0�2�0/. 2.0% — 3.0% 1.5 RARl —- ------ - - - o 0 0 0 6o • RAR co Ron co c° CD N . ■■■■■■■■■■ - ■ Ran ■■hilliHi ■ -■■■■■■■■■-- ----�III I ■ _.. ... _. . ..- �- IUIIIHHUI-Iii _. U RRR ■ 4 I ■ , 11 ■ ■.11 _ I IVII ■■ i lam- N OMEI c',2., =VI _ III am MEM C�t)N In~ •o • •�� t•7rr �f roommin• r RRR ARn - - - ���� 2.0% 2.0% 2.0% 2.0Y 2.0% 3.0% --- ��■■ 1 o o O ■ ■■■�ii■■�i RRn RaR NOCr O Ln ■ ■■■■■■■■■ ■ BAR LO O 1 ■■_ O'I- . Ln - 1 `° ■■ : �°NI ■■■■■■■■■■■■■■ _ Ran ; , - ■■■ ■■■■■■■■■■■■■■■�■ ■ ■■ rt RRR moilim iimmiimmui IIII I �■III ■■■■■ ■ ■ RRR + ! Proposed Existing ■ ■ III. ■■■ ■■ Ew.tfn�ropoaad ■■■■-- U ..s Temporary ROW -. -.yam ■■■■■� ■■■■■�, •. ■1rf 11■■ ■ aan 11111111111111111 O •o N O - V• © __ ■■ O ■■� CD O O oi in •■ o T •■■ o o •' ■■ ■■ 655- awl • L- - - �c�15'/D� 3.•% - 20/.coN 2.0% t2�' .O`Lo2.9% 2.0%! �~ 2.0% .N2, ,� 3.0% �� 1.5 .CO �• -- - - - - _ RaR n , ao n - 645 - -- On Ln� O~ oh �N O I CD { Ln N1-7-7"—] - Ran 40 ._ 1 _ 326+50. 0 110 105 100 95 90 85 80 75 7b 65 60 55 50 45 40 35 30 25 20 15 10 5 0 10 15 20 25 30 35 40- 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER I McCOLLISTER BOULEVARD EXTENSION j SHEET NUMBER W W. 13 I 17:24:41 12/30/19 a nthony.hemand.60579265\900-CAD-GiS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN I110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 i -_ • ' • _ • • McCollister Boulevard extension t RRR , { _ McCollister Boulevard5 RRn Temporary Proposed Existing i - - E�ia reposed Twwpere y RRn ROW ROW ROW My N CO r. co - - C)O in O - - o' co ---- co z cr O --. R+� U O dp CO•O OD p. s p O 70 O COO •O r�Y Cam_ r L 6' Ln c`") O _�;lA �}''�'O `�in C _ _r._--_ -.. �:' CD V COO - '-' __ _..-.0.O0_ '• co RRn ---�--_ ---- - - - - - 1 5% 3.0/ _.. •0/. N 2.0z _ 2.)up 2.0% o% 2.0% N2.DX ,_ 3.0% - - aRn c RaR -- imn COO O O o O �IOn RLR 0 N • Cr p O•N 1 N --�-Od Ran _ co Co I CD I Ran C'1 I 328+25 .00 •■••• „igg a _,_ cx__, -- Ile>: _ � - --- - liiir111111111111 ' „ii _ ___ _'Q roriperopyROW N ROW - o - CO r w C` O ROW TROY ROY - vO ()O r Nw r)o Proposed Exdsti E,astan$rOposed Temporary R5R n • • 1 v o CDs00 �D O . j Cam'-'O �. O - AM. Op O� 1 •Q^ - - 0- Ln q s O I { -- Ln _ CJ CO '-' - COO - '-" • - 1... .... _._*__ __.-L.- ------ -- ---L 1.5% 3.0% .0%CON 2`X 2.0% 2.0% 0% 2.0% CO N2.D%J 3.0% 1.5/. - - - ---- 1 - - R5n p p RaR M o o o "-ILO64s_ Q � ao 00 0:N: Mill Ran t ■ N C\i-' Ico i N 111111116.' I Ran i 1 - - - -- - 3 8+OO .CO RRR MR - t f111111 IMI T 1 , - --JF- .. -_ Bastin/ AwP�rY AM R�11Mil - -- r- E ROW ROW d - N I ASS , �cl 0: ¢ - coO C O cOD O _T o•O ao Q L-L�� i-. [ 65� cr 3.0% �,~' 2.0% 20% CDN 3.0% 1.5/. : - COO - CO Pq9 -0 r - RRA - - - - - �. - -- - '1.5. s z0% 2.0/ 2� �•0�% 2 �/. 2. % �r -, .. . RRn RaR nlLfT ,n p o r� 1 _ _ _ Ras AAA I N �; W l Rdn - 327+75 .00 , li - - � - - - -111[1111- R65 _ - I _ RR�+ -- T Proposed Existing i I I E�nrpo _ ZI�OI�y I RRn MI } . C d- �y - , ROW : ROW I. ac5 �O wo coo �O • tO,p o0 0 �p �� O o0 00 IRR5 I 0in r) 0 0 • o Ln 0-- Lc)C' - - - 1.5% 3.0% CD o CO CO CO N- _ -- .0%o N 2.0% 2.0% 2.07. 2.07 CD N2.07, 3.0% 1.5! _ __ 65 • 00 • 00 Ln0 _- I R4R ! m L� N o O r)In Ras . 0;r` C'0 0-0 0 Ran t _�� �� �N • ban 327+ 0.00 II ! �. ifb 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 45 100 105 1_0 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 14 I 17:24:44 12/30/19 anthony.hemaRrN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOL.DGN • •_. •.• '� •/ A. A : •• :. • . • 0 15 10 5 •• • • 4. s • • 1• •.• 70 75 80 85 90 95 100 105 110 I. ■■■■■ - -i ■�■ ■■■ ■■ ■■�■■ I �■'■ - U 1111111 II hUh McCollister Boulevard Extension 665 _� 1 fro e 1hI_ .L11111111O ■ ■■ McCollisterBoulevardroposed Row RoW Ran iCO - lo IchQ--_ Ln �. NO_ MR -- CS: Lc)t4 o�Ln_ o _ ■ '�0 O . o Ln 0� In.' Mc • -. ��l♦lr - CO V' • p N - -- - Lo �'� COO Ln N ' CD M CO ,. 1.5 <3.b' 2D% .0 2.•. 2.0% 2.0% p% 2.0% O N2.0% 3.0% 1.5. 4 MCI �_� ��a 1.�.a- J�.� -. r awn _. i _O • - _ CD O COO .- • .�O _.._.Mil �_ • o `o v Ln aL5 R45OD I II ■ o ■ ■■■ ■■■■■■i._IL aLn aaK J �"` aaw 6431 T r3. Proposed Existing Existing ... _iiiriiir,9+_ 5.Or 0 , T RINI co O ' I.'JIH_ . iI1IUiIHiH R55 •O ~0 0 • III .• •-,a II N Ln , in -_ •V' CO V in•-. In co co- 0 co.--. co CO ' ' WIi ` ` 1 5% •�% � • 2.0% 2.0% •, ._.. ,.0% �N2.0% _ 3.0% 1.5 . - - i _-Z.•' 2-.- - - awn - ---._. - - .. - Ln0 O OO r 645 LC)o• LC)o N RAM ■ _ ■■ .O OU ON COI LCO 1 C).--I T � Ran rfl I 329+00 .00 -I - �_ + -- I � ■ MR .- IIII I ■■■■■ , , I Raw El IProposed ' E•adinp ■ ■■� ■ EoastMn$roposed T f _--• -• R.W Ran O ,_ -. __ EMI .. .O •O - ■■- ■ ('')-■■ O O O 1 = I --.._ CO CO O O.: -�-- t--. -----} ------- - O .L O . O tn. f}� _ I awl `� 1.5% 3.0% CON O .• 2.0% 2.0% O~ cbN _ awl _- - - - _ 2D' 2.0% 2. 0% 2.0% 2.0(% 3.0% 5 . �� - - - -` - - -- -- _- ..�� ��-,-- - -r-rt- +-. awn _ Cr0 d 0 v 0 p n -r- - - - aaw Cr If r)O I c�O I 111 ' } saw �� o0 0o O N co - - atn v N `o - - CO 11. N ■■■■■�■■ III aan r _ AILI I 328+75 .00 , 1 i . I AM I - _ _ + 1 i -__.�_m • Exfstun$ropo..d MI - T - ROW ROW .. T.mpor Y RRn Rwn -uIvt •'co 2 0 �0% 0/ OL 0% 1-N50% - - - - Rwn T Oa4w In O w ill 10--' -h- , , lo nat i I - - t 328+50. �0 I _I • NU • 1_0 105 100 • 90 85 80 75 • • .1 {4 • • 1. '• 10 5 0 10 15 20 25 30 35 40 0 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 15 I 17:24:47 12/30/19 anthony.hemaR•ic60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.0GN 110 105 100 i11111111111.I° 80 75 70 5 55 50 45 40 35 30 _ 2 I 1 11 1 16 1 31 ' 1 •1 6 76 7 :.. B '1 166 16 1 0 _ 111111111111 _ II1111111111111111 - 1111kiiiii -, ' ' I 1 ■ ' - _+ 111111111111111 ■I ■■■111■■■■■■■■11111111 'IIIIIIII1IIIHHHhIIII■■■■ ■■■ ■■._ _ ! ' IHhIHIHI1HHhIIIIIHHIHIII1II1IIlIIIIHHIII!■■■■■ ■ 111111111I■■1■11IIIII■::■::■■■■■■■::::■■■■:■1:'I• 11■:■:::■: m. o�11111111111111111111� ,E 1.u■ ■■■■■■■. . . ■■. ■ ■■■■■■. ■■■■■■■■■ ■■■■.■■ .■■■■■■■.■■..■■ = rEII ■1 1 1 1 ■■1 I ■I■■■■I ■uhI ■1 ■■■1 ■■■■■■■■■■■■■I .: r ■ !`. .■■ ■■ ■ !AT!" , ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■ ■. ■■■■■■■■■■■■■■■■ P.. .■■■ l■ .I ■■■■■ ■ ■■■■■■ ■.■_■_.■■■■■■■■■...■■■P -. i 1^E1. • ■III ■■■= Lo . ■■■■■■■■■ 1 LC) E'a,tW oRropoWsed ■■IIr•'�+1ri�■■■■■■■■■■■■■■■■ II i.O :Q'O ■■■■ • ■ O o ■ .. ,�■■ O ! 0 - 9 a:— - ■■■■■■■■■■. ■■■■■■■. 6—H .■ri■ — o' ■ _ ■■ 7,2 • `. ,, ■ i■g9c E ■■ ■■■■■■1■■■■■■■■■■!�'_� _ 1_ _Q% 2OL 2 ' o cD ■■IiHflH! •UJflflflL t SL_ ..• co 2.07. 2.07. • . •cv 3.0Z 5 = ■■■■■■■■■■■■■■■■■• o o in o o _ •—_�—■■■. ■■■■. ■■■■■■■■■■■■■■■■■■■■■■■ • ■■■ o L a •• c.o • to U.■■■■■■■■■■■ ••�■■■■■■■• — 1■■■1■■■11■11: ■■■1■11■■1■■11■ " ■■■ •' ■ . 1■■IIII■■■■■■1■1■■■■uauu■1■■uu■■■■■1■1� .■■■■■■■ ■■ ■■■■■ ■■■■■■■■■■ ■■■■ 330+00.00 ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■..■■■■■■■■ IIIIIIIIIIIIIIIIIIHHIIIIIIIIIIIIIIIItHIIIIIIIIIIIIIIIIIIHIIIIIIHHIIIIH ■■ ■■■■■■■ ■■■■■■■■■ . ■ ■■ ■ ■■■■.■■■■■ ■ ■■ ■■. . . ■■■■■■■ ■ ■■■■■ •w■■■■ ■■...■ •jlll ■■■.IIII■ ■■ ■■.■■ ■ ■Proposed Eg Enpo,edMI 1 III... I!!!!H! !HII!HuiHI RAY Q' • ■ .• RAW 'Y �EMEN�U■■■ ■ ■■. _'•d coo ' ..■■ cn c0 CO3 _ . ■..■ cod' I °o'11■IIUIUII ■■■111■■■■11■:� fi .• = 3 �r 1.5 . ■■■Mil ■■■■■■■■lallill ■■ ■ INTA ■■1■1■1■■11■■ 1■■■■ . _ _ o _ - F_n■•■■ iii■■■■■■.■ ■r■■■■■■■i■ 1 � 11� �' o ` -o ■id{■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ :__ . IIII ■■■■■■■■�■■■ ■■■■■■■■■■PM■■■■■M ._._... ... .._.. _. COi ■■. ■■..■.■..........■.■■...■■■■■■ _. UIIIIIIIIIIIIIIIUIUIIIUUIIIIIIIUHIUUUU 329+75.001 IIUIIIIIUIUIIIIIUUUUIUUUIUUIIIIIIIIII640 UIIIIIIIIIUUIIIIIIIIIIIIIIIIIIUIIIH ■ II■. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■ 1 .70 I riplipuiprinpripreirlimmorm,•• ............ 117"1".plismill 5II■■■■ E�astin$ oempor... ■■ . . 11. ■ ■■■■■■■■■■ RAY NR.Y ■ I RAY ■■■■■■■■■■■■ _ 660 11111 mommummummo 11.11011M11111111111111 MOM � .. .-1':ill 111 LII.S) _. 'o :opt NI n ae -4.�■■ ■■■■■■■■■■■■■■ 655 _ • c0 ct coo D o cD 1111111MILIMEN _ 5 . __3_6� nz�(Ni 2.07. 2.1' 2.0z 2.07. "`�_pt .10- 3.o% 1.5 . -_ _ — — — L !lU 6FO 111111111111111111111111011 - . ' • . o0 :•0 m�=1111 El ■■ i ■■■ MINN 11S1■■■11�:�i��■®� ■ EN - El - UUflUHHIUIUUflhUU4 PU 1 , : . UlUlHl I '3 9+50. 0 1 ' 105 100 95 90 85 80 75 70 65 -1 41 ' T. :- 20 15 10 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 16 I 17:24:50 12/30/19 anthony.hemaRK60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.OGN 1.0 105 1Q0 95 90 85 80 75 70 65 60 5p 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 8p 7 90 95 100 105 110 II-C f ExtensionMcCollister Boulevard Extension a d___,......__,,„_ _ f . n 1� i - - McCollister Boulevard t -,� _ r )+ . t ' 4 l_irt . . — c..). ale AM 1 0 _1 A T115 , . . . • AAR Ptvposad Existing —. - Existir4roposed - —-- aan — — — ROM I ROM •xW ROW ray aan Dill III I p s L o ASK - if)ri o O 9Y .. In ARK �r co v CON In-— CO O co CO N--- CO N CO-I N• 1-.5f — — 3.0LI 2.0% 2.0% 1.5.. 0.- 2.0% 2.0% 3 0 • Rae Z - - -- -- -- - - - - - - - — , - - _ L., , : CT'0 rz Ln 0 0 0 0 ' n Ln 1 6sa _ O aaR aan � � 330+75.00 �Miiiiiiiiiii . , LcC071 11111111111.11111M11. • Ell aan AM ABCr Ta naey - _ —,__— —_ Proposed ExdsLinp �_---_. E,dsu�roposed aan __ ROM N t — t ROM ROM ._ AM �— a ROM !� �_ I h.NC O NO �� OO RIM ��_ N CO V O" N O _ =■p . - - • CO — • 5Y — — 3 D� % N 2.0% 2 2.0% Oo 2.0%• I _0% 2.0% .,u 3.0% CO C.) 1.5% 1 6an I - - - - - -— - - - - - -��-. - _ - +- — —— aan D. 645 C}f` p ._:p, Od a4R Li),,, L)N '-' '-' Lf)N 1 +- _. (D __ CO _ _ ..,. .- _ ._ CO I J , -. RSA e _ Ran III 330+50 .00 — aan aan Temporary a rary _ I PAR ROM —_ _ Proposed Existing 4.-_-- Exestinireposed ROM ROW ROW ROW Temporary , ggn t\ — I nj p ,. -- - __ _ N N .O .1 LC, NO N aaa 0 Cr LOS') Ina` Ln C'.., ARK CD d- CO V I ', ID._• COO fr • i j COP) O , - - - ram- �.� ' CON CO 2.0% 2.0% '0 (DN z.or. z6r pi 2.0% • 2.Q% 3.0% —.5 —, asn —— aan t— , �p CTO Q'O ,4-p asa O IP m.P. f M O o LC) : aan aan 1 330+25.CO ! rill — , 1.0 105 100 95 90 85 80 75 70 65 60 55 50 45 40 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 —50 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 17 17:24:53 12/30/19 anthony.hemeArN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.OGN 110 105 100 95 90 85 80 75 70 65 60 55_ 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 3 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 _ _ McCollister Boulevard Extension („� — �_ Ltj-- _ McCollister Boulevard Far ate. �l )"'a { _ r 1 —675 f..13 Tany.rs, - A7n. Flow -r .—T __ sing ,---- - j aan I — mod �IIYYitiltdAPO -- PROW qY I Tart aan _ - ON N 1 O N 1 :_ C7c .8i ai RC5 ARR CO O _ • n in•�� 2.b% �- ON c0/ : : .a : — 0.1 2. 0% 0f 3.0 4"2 — — MN 4- - - I 10 o - LO 0 1n'o 1-- _r RAR a01n O O_ OD In AAR cr 00 00 o'r� tN _,Ln� _ �N aan ! LD CD I CO I CD ' aan a7R flL I-- 111 - 471; 47n Temporary a7n ROW 4 1 A65 i , AAR 1 _ -- — -- —. 6nn — -_ __ } iir P R,,o..d Existing �a ROW o n� Rropo..d T MI • E . ARR �� 1 O. O. O .1 f f I •O O I aRR - L-)Q'-'ice C7 O.-• Q^• In .-. �.-. T_ _ _ , - co�- CO N CO cD o �- ^, N LO M cD ,In 2.0% 2.0% 3.0% 1.5L JCL/ 2.0% 2.Q✓ 2 0% 2 . (7% aRA AAR 1 IIIIII .� ,:rO v O OIL O O 00 J 0^ AAR ban WI lij ,_. ..— - - LCO I C)N 6Ln III I co 331+ 5.Q0 an 11111.ILlill — — — Vs r 67A I ::: Temporary 11I i I �� Proposed Existing ( — E�astin$roposed T 6Rn ROW ROW 3 ._-.._ ROW ROW i Anil N __ --- ---- I co cr �O CEO co to cc) Ln�- - -tom C - - - O ISO O - . CV OO �O __. ua� tori -^ Ln L0L� oo ' toc:• 011.11 6RR �V CDv In OO COM Cfl',--- CO - -"- Aril 1 1 _ % � n' N 2.0: 2^ 2• % 2.0% 0% 2 JO% _ __LO% 1.5% ... — — — —— i mo a00 AAR NI-If) 1 r`o O 'I'In 645 _ — -- 0 • 0 O r_-_-0- o L o r: — ---- in_, to�. ID N —110 1- ban ' i R40 331+00 .00 110 105 100 95.-1--40 85 80 75 70 65 -60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 -'30 35 40 45 50 55 60 65 70 75 80 85 —90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY 1 PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 18 I 17:24:56 12/30/19 anthony.hemaRcK60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 110 105 100 95 ._90 85 80 75 70 65 60 55 59 45 40 _35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 I iMcCollister Boulevard Extensio 1 McCollister Boulevars Al + : I Ogg B Bin .r — _ IIIIIIII R7n Temporary ROW 1 RIMBM �- — .I Proposal Existing EwslinBropos.d ROW _ ► — �t� ,•C7 'N ' � q OO nF�i�t�1•—■_ ROW N•00 —p EASEnt Te ROW BBn In e. + _ o H7 2.s% o p 2.J% sCr: PAR • WWIIIIIIIIIP �_ .0% 2. 0%• to �_ _ -1CO �r • L' 'sue — — �WPM m= arm w.m..,ol.7 _ — ——--— 1111 .. - ln'Q . B45 �N t V .4--- �N , Bon III (° CD (O 1 . aim Co 4-1 ■lit ■■■ 332+25 .00 675 "X Lai irrI R7 Temponill 670 ■■I• — ■— ROW rt < ■—■■ 665 C © I. ill Ran N —_ — Proposed Eta no — Existin$roposed 660 . , • •• ROW - Y NMI .• D' ^ N i ROW R55 •0 •o N CO orb CDC �p OC1J p O (SO .• . •o . -•o .in pp._ •• cQ 655 . I D to c 7 Ln . r OM to v� �� 3.0% CO 2.0% 2.6% 'CI (D(\ 1.5 . a 1 2..i7 0% 2. e • �_� .650 . 30' �5 1111.11 III N ■■ (D o 1 co O CV 0 O N ��■ 45 Ron o c001i•ii- co 1IIH 1 _ F40 IUIl I III 332+00.00III MR • ■■■■■�■ _ ■ I ■■ -- sin A.,a..4 ME II ■ •75 670 ► r —r I — _ B65 IA i ILI R65 . RRn - Proposed Existing t E�asttn$nopos.l 660 ROW ROW - RCM ROW R55 o p o o °o vao Q _ fig o o. n __ D. 655 _ o; 1S)ri 0- . Ln to ci a - 111 COD V `" V- COO a- - ,- . CO Cr)r - CON CO-1 % COr, CON 1 5i. 650R5n �� 2.0% _ 0'. 2. 2.)% 2.0 0% 2.0%- -'- - _ 2.0% 3.0% — co 0 B45 1!2 co O ct O n p I R45 CT Q'O (T'O Q'f . • 1 N —, 1-•--1 V N R 331+75.go 1_O 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W. 19 I 17:24:59 12/30/19 anthony.hemaRcN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 170 1051 100 95 90 eO 80 ` i 70 65 6? T1T 4,5 49 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 jam 7 80 8�90 95 100 105 110 I I - McCollister Boulevard Extensior> f -_ - - — _ _ _ _ McCollister Boulevard_ r R75 I R7R _ _ _ _ j R7n . R7n Temporary _ _ _ _ _ ROW AAR AAR i Proposed EMeiing ( .._ AAA RRA ftLLLL : eapoMd ROW ROW �_I MA?---Pe _ _ 0 0- Co _„ N EASES ROM v ID' -} in to RR5 E. O O O O �IY C •0 ',� Ll 0 4 O p0 Mc �1' CD d- COO �'1' Ln G^ I - - - - -- CON CO __ 1_ NI- --- s T . ,t• MC `nr �0• — � 2.J% 2.J% 0% 3.0% _ _._J2,C% 3.0'/, w 1.5/. RRA t gum, , . . „, z-,:b ---r-T ,_ _ cr7r--: Mil 11 1 cc) r co 1 MR CD I sun i _ I 332+75 .00 II 1 , iiii("° #1 7R- R7R i _ , - - mi - - - - R7A Temporary R7A II ROW — - RR5 IEll I AIMExislan 1�p�! RRn I� Now co Lf) I • • iptal RR5 O O 00 O 00 3z,� d O __1 SiLL., ARKMIIIII � I ,_._30/ .ON O'-' O'-' CON co b JD a .: -- -� % RRn iii ;� 2 0 2.0% 2.0% 2.0% 2.07. 2.0% 2.0% 3 O% 1.5i R5n R4R In Oin 0 c�*au�i coo (1)0 �� R45 '^ 00 0o a:^ — v ccoo I v N� Ell��- 1 RLA A40 1 332+5s,.co , A , - _ 1 - f - - � 6 _ - �■ R75 M „, R7A 11111 1 67n Temporary ROW i 6 �+ ■ AAR -;......-- ,..... _ _f____ - - -LT- i AAA — . 1 ! P ROW n9 —, T ___- Temporary AAA — — _ _ (�('") N('') +__._ .-;- i _ O �Mj N _ _ Ems_ - .._ ROW $1:5 --,� •O •O O 1 v O CO•in O p D 1.O �Y OO O 1 cc RRn I 1. . -3.0% 2.0% 2.3% 3.0% 1.5% Srlfl o C')O R45 N COcD o _ (O,O I N R45 �� � �� r f d-N Ron 1 co I _ ! , Ron T r _ • 1 1 1 1 332+50.00 T f ' 110 105 100 95 90 85 80 75 70 65 60 55-50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40— 45 50 55 --Mr 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.20 I 17:25:02 12/30/19 anthony.hemand.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 0 1c� 100 95 90 85 80 75 70 65_ 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 I ;McCollister Boulevard Exteisib � ■■ , McCollister Boulevar. mel.ilI.6 E.1R.1.Mt.i..--_ 1I . , .im.u.u.m..m1..mi..m...o.....P..--P....7, d....iIIm.mN., •.E•.•i•.Nt1o•.imm•.m•.•.im0n•.4,nii•.Nu.nimo.m.mu.mm.mm...•.o...m...m II!IIHHH - HUIHIII111111 HIIHIIIIIHH1 1 II 111ii iItl! 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T 1 660 --pew _ c��.� • co O O •0 E a)O ■I N&t �b - - - r,0 - • '1n Lno o Ni • { i 65 R5S �♦ � � Ln � �O i., �M 5 to • �= _ � 1.5! 3. % 20%�N 2.OY. 2� 2.0% 2.0% 7 _ .0Y �� 3.0% 1.5% • Mail _ r �--.. . -- -, ter — V - - - - - , — — — — -- — - - N O 650 0 0 O O C0{fl— R45 In N (\I d I Ln o —N I _ f Ras In CD CO j Ran Ron 3§- 5. 0 ! 1 I} 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 S 0 5 10 15 20 25 30 3 0 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.24 I 17:25:11 12/30/19 anthony.hemaRrK60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20- 15_ 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 ___ McCollister Boulevard Extension] ■ ■ _ McCollister Boulevard - � - __N__ I . I __ ■1 .ZIG _ el ■■ 11_1■ - Nil a7n "� ^ r! - - — ■■■ �1■ _ JEIPI 670 —1 —� Cam] +as _M— III665 5 ► --+�'� " Temporary Parnment Proposed ^ — ■ }EifEInRan ©W r m -c co _- _o — .111111.11 660 O� 7�, L)cr in cf-y •O l M•oin O111111.111 —• 1.5% 3.0% nrJ to Z.0% 2.0% COc9 2.07 2.Ox 2� ` 2.0% .C. _ o% con oill �- Lill Im - all ■ aan r IilHhlIIIIlIl ." ill � �■ run 336+50.00 . AILI NNI 'a �H PH aa5 iiiii r wn IL17n — �_ ■■ 1.1111111111111111111 ::���uIIIIII .. empo rY ROW ' NMTemporary ROW n N -F -1 4- — — — �■■. Temporary AAA - (D.o LC)CO \ ou c (0 • O ----' P o ti_ . . � ROW._ 111 :. ARS EV U� DO _ Ln 1.5% 3 % Hoch co --— �— —` — — — —— `in L7)2 07. N 2.0% c2 2.0% 2.0% 0% 2.0% 2.G✓ ! 3.0' 1001.110111111111111 . ■ 650 aa5 111 N N. N. �,1�. 645 . i MM. II CO Illp Hill' t 1 artn II NUN 640 336+25 .00 iiilliiiimi 670 aag Temporary — Pe pmpm.— d .1.1 . .. I. ---■■■ Proposed ■■■ ■— aan ROW EASE I W 1N O �� O ! cr.) PeEASE MEIN • ■■�r';co v LE.0 O O o )O' in(') N O O � a� 0t co' Ln--" In co O .07 Ln QEll ■ :» co c� 1.5% 3.0% �N t9N 2.0% 2.� 2.)% I 2.0% . 3.0% 1.5% — 2.0% Q . , —asn _ •.650 — VON LnO �� _ �N — 4 a4R 1 I 0 N�` { aaa CO WI CD 1 CO i MM - 1 — 336+00•CO i S40 , 1 ,0 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 2 20 15 10 5 0 —8 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.25 I 17:25:13 12/30/19 anthony.hemaRrN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 110 105 100 95 90 85 80 7,5 7) 65 6? 55 5, 45 4D 3 30 25 20 . 1f 10 5 0 5 1f 1r 2Q 25 33 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 1 �I _ McCollister Boulevard CytOnsion! 1 McCollister Boulevard ao ilJ ch. 1).... —111F— _ ____illi._ a7n� ++ 1 ?•C.� _ _ ...1 r... 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V Permaent .. 11 O - -O EASE :I _ N aJ• JI� v a N a .• p - 60 il= 1 •, in ei a '. CON (D s cr ,` LC)C4 1.5' 3•�7. '/ 0.2% •• "' �N 1.5< 55 - 2.0% 2.e r� - -- ---= -- - - - - - A4c CD iii CO CO I RAM E. ....0 ME III I grinNr I 111111111 „ R7n AM ' ' Temporary ,:. Proposed R Proposed .■■ .. Permaent OW R WMUM Ln -- N. N P E I ROW �- EASE C'O COO i • - O O N O O p r-,p cv ; 11:111 111111 Pill LC) 1.5% • if)IN ,'• 2.0% 1.0% 1.0% 2.0% �N2.0% co cn I =11N.11 -- -- - ..,.� �,-��J�® 3.0% L57. - - - - -: - - - .� .����� saw = - - �- - _--r a� • - 650 - I 1111111111.11MINII ci d•ci , r- r..an piimm 670 llIlt 5'. 0 Mill 11 MI ■ - ■ 11111Il_ III - __ + ■-III OEM 11111 MU III III 1111_--H__Ill ■ ■�I- ••U• ®_i am I.rir ■■� prod il �", MC Temporary EASE h oMEW 0 19_ . 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MEIN -1�-� 1, ■ • • O i■_■_ I-IgH .35 337+50 .00 i ll - 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 {' •0 $s 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.27 I 17:25:16 12/30/19 anthony.hemand.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W0LOON 1_Q_ 105 100 T 90 85 B0 75 ZQ 65 60 55 50 45 40 —,35 30 25 20 15 10 5 ._= 0 5 10 _15 20 25 30 35 40 _45 50 55 60 65 70 75 80 85 90 95 100 105 110 I _ McCollister Boulevard Extension -- - '— — �— � �--' , ' — - � - t � t McCollister Boulevard { I f - - —_ _ — — F j -._— 1 } + R7n r —a f 7Q _ �— ! _- -- —__ + 1__ - - I Proposed — — Pad �- �6 .IIII _ l ROW RCM _ RR5 Pett•M1L q 'a- O N Permaent _--- _-__ _ p — -1A pp 0 EASE - 7 Ov O� -_ -EASE o Cv RRn III— I I j i'6' Lr •� ��_ �� ton - MI rl 1.5% LCD _ u' AKA 3.0% �� N � 2ii2 .0% 0.1%1 1:0% 2.0% 3.0% 1.5� Mc RRn • t�1-0 '-'o NC) 9ln --- --- -_-- -I-----�_ - -, ARM (O (.0RRIM -� _ , CORLr1 Cil R9 640 y i 1 I } ��0 s — — — R� r'R 1 1,v „ 38+f5.VU I RJR ,.mow R70 l I I Am ProposedIIIM RRR — — RRR RNi (falaft i '------— --- -- -._- _.-._.__ ----. tt to O FaBE— V' nn — I p m c o o o tt o ano — {----AI!! t • • RRn a I I ;i;a: or;c� :o Q.l rT L v o Ln 0 I c3 , �r + — —� — — i v co v in-+ LC: co ' r 1- m . ARK , 1.5. T 3.+/. �_ 9%�N 2.0% 2 D1 1.0% O 2.0% N 3.0% 1.5% — — , � — — — R55 2.0% r T - - - - - -- - - - - -E0 ID Op-_�-�-- - - - 'T� -co LO Tr A45 — r— Ron i R4n 0 338+5O+,.Co 67A I R7n 1 I L +— 1 RRR t • _ Proposed R 4 1 Pad RRR I • Ll-' i� -O0 �. --- O __ - in. I, PerrneenL Permaent EASE .� -- Oyp O p E Tall- - �Q Am r LID O W. co O if O O lid 0' lP r) �Y ��1[ �t . Ni- . in Q' in - - - t01CI Ln N , CO 01 CO 7 - RRR 1 1.5% 3.0% .1p N 2.0% Zf2 0% 0 1% 1.0% p'� 2.0% CO N2.0% 1.5% 1 6 5 3 0� R —C\T C7 — �7 - «r�Ln -- Cr)Ln __-_____.,. . . _ 650 . m R45 i 1 c0 (.0. C 645 Ron 640 1 R'aR B35 33 +2 .CO 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 3 30 20 15 10 5 0 5 10 15 20 25 30 35 40 45 —IN 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.28 17:25:18 12/30/19 anthony.hemaFdK60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOLIMN 110 105 100 95 ,_90 85 80 75--,- 70 65 60 55 50 35 30 25 20 15 10 5 0 5-. . 10 15 20 25 30 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 McCollister Boulevard Extension, _ _ I McLollister Boulevard' ' 1 Ran �n TT] f JUL ROI ■ i —�, v co Pennaent 1 —665 - 1 t- EME O : co 00 - cop -. C C7 0tr0 tJ O EASE emporary - • • • • O —MD In Ln nr. „ ___660 (DV' in--• Ln-+ LC) •-+ LI- -- CON CO C0 O .0- �_—--=---SLM. 1_._ i ID R STRONG 2.0% 2.0% 20% 20. RM T•Ofs G 655 Ea u — _to 0- mo wu • , Ran Lri o tti o 650__ 0 in—. RAS R45 • R4A I O _ R4A aas 339+50.001 R Ran _ - — Am h oR,..d Ptapwed— RR5T I :. Per-resent - MN /taRl T., II�+,. -' MR -- ' N g RO4 EASE — •p C 110 tr ( — n; -- p RRn I q� CID ��� di�o . 'C IC RRn �r [ ? 2.0,. 2.0/. CO 0 Z 0•- RMR ! —� ,. 2.0% 1 f- c AM; — _ — moo - -- -- ----� -- -- -- - -1- - �- --Ili O Lc;O' Ln— in� .._ ._.. _-.--- .. ____ 0- --- ---• _-- -. Cp I - ._.. up I I------ ----- —. __ SLR RAR Ran IIOIL/1t 0 Plc SIR 339+25.00 , " I! ft-) t..., I -- - �7 Ran • .< + -•-ROA — _ -1 P Proposed — _ —_ l RRR Proposed •� I Temporary PermeenL ROW - ROW Permaent 65 ROW FEET N O Q (�O - j o 1011110ECILT ""O p o EASE Temporary IY N CO +�I RRA T •— CO O .0 O lD wIMP Rn •, LC UV co CO(V N — ��� ;.. �~ Cep•--� CD L[l _n rr+ ARK -. ,. - — ( 5Z 3.0% 2�0% 2.0. 2.0% 1 /. .0% 3.0' v' �/ __.---_ -_.. --. - I _._ T 2.0✓ I 655 .o co A I -' In O - �ri-ti --- — tr>�� _ - ..._.-_+--- 4 In N -_.� in•~ LCt AO�N fi --� - - 1 -_-... .-- R45 R45 i I i ' Ron - 64n -4- — ;_. ; RJR I i _ L 635 .00 I 1_0 105 100 95 90 85 Bo 75 70 65 60 55 50 45 40--35�� "2U 20 1S 10 5 0 5 10 15 20 25 30 35 40 45 — 55 60 65—70 75�80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W W.29 I 17:25:21 12/30/19 anthony.hemaRrt160579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 110 105 100 95 90 85 80 75 70 65 QQ 55 50 45 40 35 30 25 20-„-. 15 10 5—r 0 5 10 15 20 25 30 35 40 45 50 _55 60 65 70 75 80 85 90 95 100 105 110 IMcCollister Boulevard Extension - t . 4 McCollister Boulevard, n Ran I - w, can P ROW Mc rOMM4 ^ - 0 o v o v o - c�o ! t k , PAR _RN --- E I N O O I O ( 6' N 6' b o 0 o EMIE -_ Temporary - RRn �O L(CD) �•� U•� O O� I CDO LC�6 Lr)N,— Row +n LO.-, ....LC).--i 1—q.... 01_6 In..-: in.-. - CD(") COS i. CD N � N -- --- - 1'5% 3.0% 2,0% 2.0% 1.0% 2.0% 4.1% 0% .0% 2.07 3.0% L5% PAR ` ._ ,I � AIM ,,'' -- awl CO CD _ �p Rn R O LC)N 'pl Lc(' b Ln N ___,,,_ rim FL RaR RAM Ran RJR i 111111:::1 p Ong . , , . Ran _ F7n Proposed L.__. -- -- Proposed - ROW I R M T RM t O n Ni ` cr v -.Penneent_� I MR 0- Will EAR 0 0 O O 0 0 N d L110 0 0 O E T _. ..._—. � �•p •�O �� � ��_ �•� �O COO � Cf) -- - MA L-)O' Ln,C") LC) . In . L!► ,0 . In 0' Ln I , MA 30% j CO o _ 0�j �• i 0N2.0%3.0/. 1.5% Ann RRR � . . 1.5% 1ti2.0% 2,0% Y 2b% , r - - go-- - - . _ � -- - - - aRn +— if;Loc, , L) ,, In•+ LnN ' '' ' dill ' , 1 0cDTh. MAR ■ , , , , , 4N---- ® RlR _h_._U.=_._.__ ' RaA t _- I laillall . 101.•• -.----.....r-' ar 0 1111 24 _ m 11111 __ - wllinil IIIIII PT p IRIS d Penneent Rw j „ RR5 ^O w(A - d O _ aaO •- EASE T I. ..eras! - •0 if 0Co 0 •In O CpU V - tD N fD^ cD 0 D.� ^_. CD-r-- 2.ori -- �/. -------------t - - - - or_ -—-- ,•co- —_ - T � s�+5 MINIMS , 1 RaR 0 ' I Ran! — RJR ' 339+75.00 ' 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 1 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 755 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.30 I 17:25:24 12/33/19 anthony.hemaRrN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DGN 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 • 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 _ _ ;-__■E■_ ■ ■■ McCollister Boulevard Extension ■■ 11111111111111 .. ■■ . ■■ .■ .. ■■ ■1■■■.■. 111 ■■■11111111111111111111111 ■■■. ■.. ■■. ■■■. ■■■ iuiuupiniiinnniiiiMcColl ter Boulevard; I U.■■■■■■. iiii IMilii MEMEMMIF illiMEIMMINEMEEMMEMEMMEMMEMOMEMMEMMOMMEEM 670 IIIII■!��■■ ■ ■ . ■■■ ..■■ ■■■■■ P �w ■� ■■.■■■�■���■■� � � � ■■■ � IIIII■ _ ' _ IIIII■■ IIIII■■■■■■ ■■ Pe - I ! ■1 - ■■1■■■■■�■■ MEMT. ■■ •.� ■■ r i, _ E - ■■.■■■T "' ■•■ ■•■ , •MS•••■■..■■UU■■■• ; 4• L�,j . 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T � t'"1i1■■I1I■■■■■. o : _ ■ 2?o - ,Art■ ■■■■. o o ■' Ln co coo Ld.� ■� �.U■■■■U 660 - 2.0�%0 4.1' 3.0% �O 1.5% �� INM.■�I...■.■■■�E■ 1.5. 3.0% 2.0%t0 N 2.07 W 1-u% 0% 2.0/ �N2.0% ...__ == �a %la IIII 655 �■U�■•BUU� ■■■I■ co mug® cD o FA��i= � 650 MI ■■ El 1011•111111111.18 O W N •UHL 1'( 111■.■.■u.■�■■■■ ENS ::n4. j l • MI AUIUHHHHHUHH fl 340+50.Q 1 ■ ■■ 1 i a a as 90 85 80 75 70 65 60 55 50 45 40 35 30 25 2• a 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 '• •5 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY l PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.31 17:25:27 12/30/19 anthony.hemaA 60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W0I.DGN _ ____1.10 105 100. ___95 90 : __ 80 __ __ 70 • •0 0_ 45_ 40 5 6Q_ 65 70 75 80 85 90 95 100 105 110 i ■ __�`� 30 25 20 1, 10 : _ � 20 25 I 30 35 40 �45 50 - I 'I I ' 'I McCollister Boulevard Extension - Ill 1 l 1 I.41 ' McCollister Boulevard I I - II a75 I__ III , 1E1111 - _ R75 -1 I_ 11E1 ROW R,n ____TT________ 1 a7n _ - — Proposed - • aaR LEMCJ 1 O' .Y .c) CO d — l�c CO Fees aa5 1•p - r I\ f04 c'N O t.O Perwietrt C. — jr TemporaryROWm 00 00 Lf O T rw, iiiim- _ - .._� _ T mmoVelligriniii era� CON 2.b% 2.1% CO eJ t\I 3.0% 1.5/. Mil co C7 CO c 2- ri.07 2.0% 1.0% 0% 2.07. 2.07. �1- -�_—• mei ws�:�j _ _�N _ COO LP LD Rai •T ro ARA LD N aisn 1111 Ed' i R4�i man A 341+75.0,0 111111 - a7s 111111 II T a7� a7n PrcPwed ' I 1 I a7n Pe Proposed PAR r Ll- O7 CV O C) N .■ Ct O' �e1eM1E ' aa5 ROM .p OEN p CO p •CJ • EMS p• CO _ •O •Ln co •LO • m p �D . Tem 1 d` ILf)C'7 I� - - r . - IP �--- ----- --- .---- Ran • CC)�t LP L1• D N ■ (C� 1 Ran 1.57. 3.0% O N c9 2.0% ` • •/• .N 3.0% •5! 1 LO C�z.o% 2.oz • 1 _ oz • 2.oz z.orr,__T �— �—_- �. aaa 00 00 L • LP 1_. a to•-' 1.0 N .. _ am CO I a45 1_ _ _II■ lIlljEMIII t •= II ' ( n a7n I. TosicIRown..cro: " ■' R7n I �ropowdROW RR5 -1� M� N � Permaent ,�� O �O - Q �,, p. -_ j EASE 665— an ROW o •O N O M C —■ o O N O O J O Temporenr 1 0% 2.0• ,� r In Q In C' ROM 3 �/ _�20%-_ 2.0% 1 0% �=__=��. % 20%r 3.07 L5% _�_ R55 ter. lip �� milmiII ��Z C - 11111211155 � m���o� at) aan A r: le,1 r\ _ 650 — CO co •_ RARi AAA O g n — 105 100 95 90 85 80 75 76 60 50 45 40 341+25 .00 110 35 30 25 20 15 10 5 0 5 10 15 20 25 30�35 40 45 50 55 60 65 70 75 80 85—90 95 100 105 1.0 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER � McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.32 I 17:25:29 12/33/19 anthony.hemaRc60579265\900-CA0-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DON 11,0 _IQ5 100 9,5 _ 9Q_.... : 89. 75 70 65 63 55 50 45 40 3 30 25 7 10 5 25 30 35 40 45 50 55 60 65 70I 7 80 85 90 95 1Q0 105 110 Q 5 10 152Q _ 5 McCollister Boulevard j CxtensiPn 1 , McCollister Boulevard R75 a7R I , R711 Proposed - - - . . Per 4 a7n Perasnt ROW m ARK EASE N O O M©. W C N 4 B n Q Q . E RIM ?6 �•� �•� c Lc) •�� 1 O•O 1 3'•• T imporay aan ll, T . �'- w— coo Jo-. .A cJ V• CD V N 0(1) 43% 1.5! _ aan r 3.0% 2.0% 2.0% y2.0!/ 2J% -2—.3% _?Tf`/. 20% 3 0%fir__ - f R6c o o In o Ln O ARK — ._= - - - - - -- • _ - ----eoa. - eao-_I _ao4— --------- — _— - - - aRA I ^�7 in-. I AN — I RRA AAR 111 a4R 0 a4A i a40 342+50.CO I a7RI a7R I s7n _ -- a7n ROM Pt ate+ oROW ' — o - Proposed _______,_ -Pe..11.J.-- (-) Nr c., r\I 0 0 C in o o O I 13 — Permaent -- - aaR O O C? O 0 in � co T, EASE I aaR O I •Co O • p •in •Q'O In -- � 1 in Lc) T - - E ( v D Pcv co co 0 0 N Low coo-_--�-gyp pr NOV MR 1.5% 3.07•` 2.0% 2.0% 3.0% 1.5'. - �I , �2.0% 2.0t 2 / 2 % 2.0% 2.0% I--. O Ln N > I1 --• Ln N 11110IF.' ARC C. i . a46 -0 aan - rn -ir t....fan _ I 34 +25:C01 w a75 IIIE aze Pad Propw�d 67n ROW I — Parmsent ' op._._._ ROW P� --- ARK EASE o CO 1 r IO O •co COO O d - -- O O COO in Q [�.00 PAR •O •In m ' • n o Nap:w"p aann in n o in c _1 c� COca v ca MG: � ca 1.5% 3.07.. LO N �` 2.0% 1.9% o 7 co N 1.5% aFn _655 I I P 2.0% 2.0% 1.0� I l , 2�0% 2.0% 2.0% 3.0% -- - 1 ___4 PAR MR 1 Q ,�T, —_- -�pr .-r - - �� - - p.p_ co CC ----- CO , CO N 65Q t { 1 I ir - a4R a Ji4R 1 I 0 AAA I I} 4A - t t__._ 342+00.00_ 110 105 100 95 90 85 80 75 70 65-I-60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 3b 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH [ IOWA DOT DESIGN TEAM AECOM IOWA CITY ' PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.33 17:25:32 12/30/19 anthony.hemaRai.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W0I.DGN 110 105 100 95 90 85 80 75 _70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 _ 55 60 65 70 75 80 85 9Z.- 95 !i 8 - 110 McCollister Boulevard Extensio -- ■■■■■■■■ ■■■■■■■■■■ — ■■■■■■■■■■ ■■■■ { ■■■■■■■ _ • --■■ McColl".t-r oul:v. r ■ ■■■■■■■■ ■■■■■■■■■■■ --+ ■■■■■■■■■■■■■■■■■■■■■ ..................... ■■- ■■■ 111111111111111111 IHHHH IH 11fu. ■■■■■■■■■■■ ■■■■■ ■■■■■w,. ■ ■ ■ N.- . , 11111111111 Elist11111! ■ ■■1�■■■ ■ ■■■■■■�yU■■■�i1�Jem u■■■ ■■ ■■■■■■■■■■111111 NMI: Penment ■ ..CDO ■ • ■■�1■■ 0 0 1.. .■■■■■■31�1■■���■11�■■■■■■■�■■■■■■■■■■■■:■■ II■■■ _ . ,% •- ■.IME IMO ■■. U11111■1■1■■1 ' �~ _ .. . i e. 2.0% a a _____ , iiiiaiii.7, ..:.. ...1 No,b0 . 1-...---.77,,I, , 1 , ,,,,,, ======■■■■■� ■■■■■ 11111 ■■■■■■■■ ■■■■ ■■iiii■■ ■■■■■■■■ ■■■■■■■■■■■■■■ ■11 111 1111111111 11 111 111111 11/111111 1111 111 111 111 111111 ill 111111 1111111111111111111,1111111111111110111011111111111111111 IIIIi.1ll1r1111111 111111 III IIIIUHhI1IIHhIHI IIHHHHIHIHhlHbiiIiiIHHHHHHHHHHhIHHUIIHHhlIIlIU IIHI1IIIIIIIIHH _ IIHHIHhIIHHHHHHHHHHHHhIHHHHHIHIHhIIHIHHHH . , ■■■■■■■■■■■■■■■■■■ ■ VI■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■ IUI■■■■■■ ■■■■■■■■■■■■■ . , ■ ■ ■■� ■■■■•■■■■ ■■ . ■■■■■■■■■■■■■■U■■ Penment I' ,,ItP9 1■■1 ;..1■■01■ o o ■1 11■■M1 E 1■••■■■■■■■■■1■■■■rm ■■■■■■■■■■■■■ ■■■■■ . •' `V' .-. - -- ---• , / .-. CD, - ._—' 's.'.. (• E 1 ■■■1: . ■■■ ■�■■■■■ ■ 111 1.5% 3.0�� 2 0= 2=�.�1 0% 2.0% 2.0%� 3.0% _ IIIM - - _._ ,a■ �■m i - , r p \ ■■■■■■■■■ ■■ —op!IN.................,:z worm— — — B■■■R� .,.ROE o i_—' 1_ 6 o t _ — ■■� Firsimmosomi iii..i.i.uuiuni.inuuuu.iiiiuulilflhluunnniuniNnii ■ ■■ ni ii . INI!!IiI sin �' s4n hhu1'1'Tuuuuuuu1'1mu1iOI I, , , 11111■■■■■■■■111111■■■■■■■1iuii1ii 11111111 "H" 3 HhiiiHhiiiiuIiiiii1iiIHhiiiHhi1iI. ■ ■■■■• ■ ■■■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■ ■■■ ■■r■■61■ .75 ■ ■ ■■■ HflN.IUnrnUUUUUUUUU.U. _ ■■■■ ■■■■■ ■��■- 11111111111.111.11.11.111■■■■■11■�■.11■ Proosed ■■■■■■■■■■■■■■■■ Proposed 111.1111111....1111.1111111111111111111111 670 IN �u■■■■■M ��■■ , , '• 0o pop a Pe Maent .... cr ■ U o MOM p . Ill L(� ^ ■ u ■ Penmen! nn:UUUUUUU.UUU■■■■■■■ ■■■ .65 UPI ••••••=•••••• -- i .v clno v N cp05 ER Pr. 0 2 i■■■■1■■■■■L] .60 1.5% 3.0% 20% 2.0: 0% 9 0% 2.07. N2.D7. 1.5% _ ■■■■ Im 111.1 ■■■■ .:. — — .� - v o ■■ 1■ Mili �o �o airom �MEMeEIMM is .0 �'' jic, „,,,, OM --- ME MI III 111 ' II ■■ L •■ _+ ■■ f ■■■■■ , 1 ' 1■■■■■ - ._ . . IN II ■ is , ° •nnninnni::nnm••nnurnni . � . NI --- - _ , , �® � • 342+75. 80 , 71 . 110 105 •. 90 80 75 ' • •c {1 I . ', 10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 �90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.34 17:25:34 12/30/19 anthony.hemaRcK60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 1 ,0 105 100 T 9Q 85 80 75 7' 6 6' 1 5� 4 4' 3 8 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 715 80 85 90 95 100 105 110 IIII _ McCollister Boulevard Lytcnsion� 1 t III 1 II I III!" II — McCollister Boulevard cm ���� ■ NFIU �� rt i> o'T_i-1_ r.r,a.erre . 670 RRS 1111111111 _ p U .co p O p EASE. ■. ro 6 to(77 iippg RRn 1.5% 911111 c0'� co co N Temporo -_ __ __ ___■ - 3.0% -- , 2.07. �� 2.r' 2.0% 2.0% 0% 2.0% 2.07. 3.0'L 1.5% L ROW ■ RR - .-._ coo coo - -,............ -- — _ co D �; - - -+ Awl --� `°o — 03� — - - - -In in ■d - - ------ UT LET CHANNEL 111111- ______ 11II RAC _ UUFII �- R. Ran 640 344+OO Co 1 R75 -R75 IIIIII R7n ! ••- Proposed I R70 A— PeE Pei-meant - -E V• — -- 1 O j p Pernwnt l■ RAC )SE a o o t1 p p 0 p0 •o(DRo EASE __—_j 665 ibIl •..• � n ap din �•p o CO(*) -- CO - Temporary E f ° 2.0% 2.0% �o °N i% 2�(YL . .- _ o 00o- _ ITS �oa 6, co I ill 9 •- — —Es TS ' TS ,650 ! RAR 1111 .I r- Ran - I I IIIIIIIIIII - 111111 1 -- r I- AU — --15f r 1 r. 44 R75 ■ ___ ' 670 7n _i Penesentrmaant O ^ ll ,p n In O — O �� PeEASE EASE i i_ 0 �o �o • 7' • �o crO. l�nv ,665 Q o ---- II .V CD , in.-• LC) • • ^ Ln --_ 0� CO�- . _ ------- -_- Temporary ...I I l 1.5. 3.0/ co N C2 2.0% o co N 3.0Y ..- ROW 660 % 2 �% 2.0% 20hL� E TTI! _ -T to -o o _ oor ntnea - _ __ _ _O -.cn._ co ' `U I - co I N . - -T� I Ron I 640 I 1 { 343 110 105 100 4g 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 87 88 90 95 100 105 110 IC ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W,35 I 17:25:36 12/30/19 anthony.hemaRct60579265\900-CAD-GIS\02-SHEETS\SHT_MCC0LL1STER_W01.DGN 110 105 100 95 90 85 80 75 .70 65 60 55 50 45 40 _35 30 25 20 15 10 5 0 5 10 1 20 25 35 40 4 50 55 63 65 70 75 80 85 90 95 100 105 1_0 di] McCollister Boulevard Extension I f McCollister Boulevard ' , . - : _____ . It7R - - _ R7R R7n �d I pad 6711 —ROW -� W COI 0 - � -----i ` Permeent ..r O 00 1- j 6 O. O E 665.— l�j aen o �, � co co v T: orry 660. z.o% z.oz Lox aY 3.0% 1.5% ftiiii ROW _ r '1 Mc — _ —co 0 1 - coo _ F,55 • Lf N Y r 1-1,O Oa _ S8 E d p • LC• RRn 'T— I- — - - - - - 650 RLR RAM R O I I I— min 1 4 +75.00 III R7c 11Il R7R R7n Proposed ._ - Proposed — - 11anuta! ROW — —. _ co BROW _ PermeenL — AM EASE I N O O tn r N I 0 0 N O EASE RRR 0 CON c0 1 • C o o t—'— O' Ln O O••0 "n c', Ln 'O• �L�n Cr: ; lP C' 1 - -- Us . , In O• � • Q CO v co coo N co ') c0 v- Temporary HERO AAA 1 1.5% 3. / 2.0% 2.0% 3.0%'_ 1.5% —__ 2.0% 2.0% /. 2.0% ZO% — — — �I _ — Lino o O rl (-- R�iS 06 rAna I 1111 5 RLR 1 O �I� Ron 64n 1 roll 1— 344+50 III III _ 111111 '675 R7R _ _ 1 R711 r _ _ Proposed IIIII Proposed 70 ROW ROW Ps N � Pe_ MivO O cr O c., N ( o EASE I R65tO O , O 6 co in c 1.5 I , n co co co `? Temporary RRn co v 1 3.0/ CON co 2.0% 2.0% Co N -. 3.0% -. 1.5% _�._ ROW _ 660 1 2.0% 2.07 2.r' 8 . 2.0% 2.0% RRR ——— — R —_ __.__`tl0 '-'O �o coin _ �_ - 55 co to N o ----r-�- r= — — - ram— — — — —°'O— — —— — in'O — — - °O r-.... — taCcr- i BAR 1 tP : P4R 640 ._- — Ran — — ! -�-- -7— { — 4 34 +25 00 :o 105 100 95 90 85 80 70 70 65 055 50 45 140 3 30 25 ' 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50— 35 60 65 70 75 80 85 90 95 100 105 1_0 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.36 I 17:25:37 12/3D/19 anthony.hemaPci%60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOLIMN 1 0 1" 1 r r 'r •- :r I - =.r r r 21 t- r 3 41 4 • 5 'r 6 70 75 80 85 95 100 105 1',0 1 1 IIIHIHI1HHH III IIIIIHlHhIIIIHHhlI1I1IIIII11111I11I c(ollistcl IHhuIIIIuIIIHI II 11111111 Mc('ollister Houlevard, , �7CIII11Ild _LU HI _r IIIIHIIIHIUIIIIIIIIII1111111111 111111111 -. 675 a7n ilhlllhlhhhlIII P ,� liii , ILLHHIII 1111111111 Proposed mhdimimmi11111111 A7n . ■■■■■■■■ ■■■■■■■■ - o cv O o ■ •. _■■■�.1■ o • ■■■■■�!�L� r)•• ■ 31■■■■■■■■■■ ■■■■■■ ..5 _ _. IIII■■ ■I■■ • - p ��. .J _ ■Ri, _ •: I ■■�11 k•, ■ •. .r ■■■■■■■■■■■ ■ _ um■■■■■■ ■■■■■■■■■ •• cD v ON CD : NC 2.0%- - CD- 0 ■URU■1� UU•�■■■�■■■■■■■■■■■u R T •.nary 660 r \ aZ� I� 1.5% 3.0% �'il■■■■■■■■■■■■�[♦!-faNs_al—a .�/_ 2.0% 2.0% .a' 0% 2.0% 1��ami�,�aa..a'"�sr.� _� ROW �,�■■■■ �.�� Immtm — -7 m _ co O co O e. till■■■■�■ftl\a�.— _ 9 ■■■■■■\�.A■� ■ _ . , raralirinil ■■■■ ■■■■■■■■■■■■■■■■■ ■■■ .O ..■■ ■■■ ■■■ ■■■■■■■■■■ ■■• ■■ �M■■ 6" �45IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIHILIIIIIIIIIHHHIILHIIIIIIIIIIIIIIIIIfi A6450 aanhhhhhIHUhIHHhIhIIIIhhIhhhhhIhhIhIIHI!!!! IhhIhh640 ■■■■■■■■ ■■ ■ ■■■■■■■■■■■■■■■■ III ■■■■■■■■■■■■■■ ■■■ minimm ■■■■■■I■■■■■■■■■■■.■■....■■■■�.■■■■■■■■■■.■■■■� .■ ■■ ■■■■■■■■■■..■■. •■■■■■U •■■■■U pad •■■■■■■URU■■UU■■■■■■■■■■■■■•■■■■■■■ pad 1111111111.111111111111111111111111111111111.111 . • IIII IIII■■■ Pernisant r O ■■■■■ Cr ■ ■ N' R�1U■V1■ . O.r_ - .. (D•.W J� ■■■■■■■■■■■■• ■■ III IIII■■ - _' �_ � ..• IIII •IIII■■■ • CD c0 N CO-� COO CD•-• Jl,■■■ ��■■■■■��■�■��■ .-. VOpFC= __E_Iii•m1 ■ 1.5% 3.0% ;�`2,0% 2.0% 2 J- 2 0/ 2.0% `� ��map� 3.0% 1.5% wit : 1E MMEII- IMI iiiam O _ _�_�- ■■■ M_,-''4•1M•‘ ■�; n IV.111P.% —,- - -- - .r -- - - T. _._t _ _ L, •I U• ■.■ r‘ --- .tea o MN_ L; Ioa:��,. - - ■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■ " ■■r■ ■■■■1il■■■■■RR URR■■■■■■■■I r 11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ U■■■■■U ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.. -- ` RiE _AlRliIlIl 1111111111111111111111111111111111111111111111® 11111111111111111111111111111111111111111111111111111111111111 - F'11:1110111 1111111111111111110111 ■ ■ ■■ ■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■I IIII 1 III ■■■■■IIII ■ ■■■■IIII I■■■■■■■■■. r ■■■ ■ ■■■ ■ ■■■ ■ ■■■■■■■■■•■ p . ■■■■■■■■ ■■■■■■■■■■ = r ■■■■■■■■■■■■ ■■■ ■ ■ ■ I__ ■■■■■■ - permeent ■■■■■■■■■■■■■■■■■■ iRR Penmeent I - 00 00 ■IRUUP�■ •r O ~'O r it O , (V O _M O'Oo O.r ■■■■■■■■■■■■■■■■■■t • - S■■I■■■■■■■■■�� '--1 O` +�ri S■C F ■ 2.0% to O 2.b'. .o ccd r2 o; "2' 1 _ 11111111111111111KIIIM■■ ■■■■■■■■■ '�' ICO V �� CO,__, (-pc' � •N i COM CO � =M�_� i 3.0% 1 2.0% 3.0% 1.5% - . _ immummummuninipm.... �sn Illa 'gn�■�■l��/ate 1111111111111111 CO^ �,�_� ®..�� - - _IAD ��. — — � I�N U�_III ■ - 1IH:U.UUIIUO ... . . iunii-MEM ■■■■ ■■■■■■I _••••••••••••••0_ imi ••••••••••••••• 1 1Hfl...m.rnfl , ii UU•UUUIUNii•••••7••••••Epu •••••••••••• . . . , , •: , 3451 0El , , , 110 105 1• r T. • r 's 8 35 30 25 2. 10 5 1 10 15 1 25 30 35 40 45 50 je • 70 75 80 85 90 95 100 105 110 C ENGLISH f IOWA DOT J DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER W.37 17:25:39 12/30/19 anthony.hemaRe60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 1'0 105 100 95 90 • -,' 71_ t = 6,) i . i •- 1. ' 5 0 5 10 15 ZD Z5 30 35 40 4$ 50 55 Bp 85 7) 7 � 80 85 90 95 100 105 110 I ,Mc ollister Boulevard Extension[,_______...__- nu, _ 111111111 " fl McCollister Boulevards I_ R7s a•7s Topcjry G _ r , N0V �. a7n P ... II I• aynPerstMl! r W 1 Al rent RAS , OO .■■■ O G N : 0- N 11111115 PeEASE O •p Cr LC) -___ - •`t- CO d - L•--' in_ co 0 �j'-' CO O Temporary RRn —�—: — _ _ 1.57 30% 2.0%�N 2.0% 2 % 2.0% 2.J% 2% 2.0% N2.0% 3.0% 1.5% *` ROW Ran RIM •%—� — -CV 0-- OOt ARK ARO] ■��UU■■-■■[T©■.■ CVCD 1 .. ___ ---...„ — — - — — — Am aas I_IIII1IUI1IIIflIHhII• �� aas aan +.__ Iü1IUIIIHHI Ran 1 IIIIINHIIIHI Imuiprolmmilionomm . Temporary 675— IUIIIIIHII1IIIIII 670 RoveProposed U UUUU������ ��EM P a70 �U _ f ■■ ■ ■■■ . L�O �u E _.- • f� � N lP N II rmsenL 665 EAR o °o•o �� � iTi�■ o d o o O oCr•MD CT:i ., �+S III Cr - — — 1 =v . 3.07. 2.07. Y 2.07. 2 2.0% 0 2.0% 0% 2.07. �2.0% 3.0% 1.5/. —___ _ _ } ,_ _al 4.44-4— •re inWig_ _BBO_. ~ .— — 1.5% co CD N I T RI aan --6— ID ii.H1 ,.,.. , Ras Z , __ ■ iiil if Ran , _- - MI ram,. Ran } — -} _ 3 d+11 J .00 • ' ?� a7s R75, - R7111 my ;ineeint paROwd T I Proposed I 670 ROW Pertnaent _ RRS EIhE 1 oo coo o—I—co o w_o cp o•o o in o EA�E I 65 - in r) co . o ao In�: __ — CO toin _ � f, COcoo �� cow- ror RRn . — INVIRk'_ 1.5% CD N CON 3.0% 1.5% ,-� T�p 660 _ 2.0% 2.0% 2 / 2• /. 2.0% ZO% 2.0% 2.0% ARK �%— — -- — _ _ _ coo cD o o I 655 _. __`Tcs In _ . coo _ — Lc) _—BSO C+ rry CO I CO I rn l — — —_ 650.- 645 Ras - Mill , . -]- I f 0 ran 345+75•C0 I i 1:0 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 -3 10 15 20 25 30 35 40 45 50 55 60 65 76- 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.38 17:25:40 12/30/19 anthony.hemaRct'60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 1'0 i 105 100 95 90 135 69 75 7 -6 611 4 30 1 10 5 0 5 10 1 4D 45 5p 55 9,1 60 65 70 75 80 85 . 95 100 105 110 II , I 1 I 1 1 McCollister lister Boulevard Extension Ilfil 4 — I1 McCollister 113ou1ev4rd 1 a7R T all 111 I .� R7R e --NM - — - a7n P .■ NW aan Pertneant in �) pp Permaent EASE L OO • 00 . CO•-• in•O co O CDC niticAAR ?C t� EASE r CJ 0' CD CO C � -1- - -- - pv cD�_ • ' � �N p'. 2.J% CO 2. In" L r1:, _- - ROW __SW _- :■_. '-z:8%_2 OL Z,0% ., O _ 3irI 1.51 _ A MI swoon ASK �n m o m o ;in , — — — — Rc5 Q tT� �o a o �^ --47 :: : - r— - - -_ -- N - -•- Ln- In•--I, .- 1n N a5n I . co ' MI A 1 aaR i► AAR 0 aan ..iiaan 347+00 .00 lci '1— IMO a7s �4 -,--j_p ra7R r«wp«•ryir g 3 Mc a7n 4 Proppedjili111 "' R7n Row (�O N O N • - - N AM O •O �� �� �O �� "ram CrQ MS --SW - _ _ --A- __�v� cpo COillii �.N CD— 2.J% co 0 2.0X CO CD N 3.o z co o CO 0" 7�nNOV por�ry �^ �__ E% 2.0% 2.0% 1.5. o ao 00 �N _ - - � _ _� aRn L 1 (D 1 co I co I cD I 1 I . AM Ii a4R A aaR 64n 346475:L O 1 • RIM - ► _ ,+ + - I a7R ' I R7R r.noorery _ a7n Proposed 1 Proposed R7n PernwnL ..O r - BROW PernlnNlt Mc -. NO •b N C vO No a-o oo EASE ROW • Elm 0 0 N I N _ _ •"' to . O L O. w 7: AAA _ —— _ 1.5 co.4. - - N p / 2.-it , /. �0 2.7% "O-, CD N 3 CD rl c�O - Temporary 1, R 0 407 2.0X 2 3 3 X 2.0L 2.0% •0% 1.5% ROW Ran -175 AM C7 0 _ - - - Cr o oil) - .... - -- 1 �.�. CT O ix cii a50 i N � I i �i in I I - - - ~ Agri R4S _ a4R 0 -- - , _ - --_ _ --I--- , -._ - - - . ate 1 __ _ 3 b+� .L'0 Ron . , I 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 S 10 15 20 25 30 35 40 45 50 —60 65 70 75 80 85 90 95 100 105 110 IC ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.39 I 17:25:42 12/30/19 anthony.hemand.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN __ __ 3Q 25 20 I 15 10 5 0 5 1) 1 20 25 130 ; 3r �1 100 105 1 ,0 r 40 4 5� 55 6Q 65 7Q 7 180 e I I '1 ,0 1 1 � 4p 4 3 , �Mc o lisyter_Bbtifevaid ,elision • McCollister oulevard R7R - , 1 I 1 675— T Y ROW Proposed Pad = - R711 PeEmaellt ROW .. Pa t - - R7n EA N EASE T L Cr• ROW`-.0OO , NO C?G O '2ON0 • RR O RRg O O D ri o . G O CD T - . 15/ 3.- 2 -- 2•0% 2 i ! l.b/. -- Mil -- - Rim NE io N 0 1 0 Q MR O p^ ' p^ . - CO QI O 0 0 gyp" CON R5n ppco 1 QRn r - RM 1 O RAM id Ran 347+75 .00 I i Ran I R7s RiYTower ----L C") UIIII _ jilt + S� ■ III x R7n Pei I - - N NJ se E , C O pp 00 O Q'IO 0 o i o O o= ENE Mc •QV� o� o n oa- 8 o NOV aaS ." o'• cD r� — o , •o o �. • o . �. it -- —iG- - —I—I- - - - o - - - - - - c° c0 coO co --T 1.5. - 3.0% - - <0-i fT7 0% cfl N 3.0' .5 G � _..... san \` 2oz 2 Ut �. o� �.of= �;�.- ��i'.�= - �� 1 660 -- -+ Y -T- _ .__.._ 0 ni n N.o Q� Min — ._ — — -- — — — . 655 RER ID - acn it CO N _ o11= i o. 00 00 650 f AM - 645 t— 1 - t- —� - — ----I- win ; 347+50.00 - r 40 — - � _ . H ILifH. I II . 111 R7A Pad 670 IIIIII Permaent I .) 011 ROW �' Pennaent f EASE \ COO O } - ^� -- N O EASE O1 AM c3 CrCno o —o • ��o �� , .0 o o 0 T 665 c --r _- - - - -ca -40 s1=_ ___1 - - -0 PJ I�, (.0 di a I)•- CO Cl -AAA t�■� 2 Q� 2J% 0% 1.0% (r(�_ 1.5/. 660 ` J'__ �o r o coo �o - - - - - - - RRR cD to o 0 0 o I cp In r. ' — _ -_ - --- 655 _ 41 Mil _R50 i -4R -. 1 - R T.. ! RAR Ran , 7+15.00 BAIL__ 1 ,0 105 100 • 90 85 80 75 70 65 60 55 50 45 40 3 30 25 20 15 10 5 5 10 15 20 25 30 35 40 45 50 55 65 70 75 80 85 90 95 100 10S 1_0 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.4O 17:25:43 12/30/19 anthony.hemaRrN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 110 5 90 85 80 75 ,_ 70 65 60 55 50 45 40 35 30 25 20 15 10 5 •.—�■■.• 1- 70 . 780 85 90 95 100 105 110 McCollister Boulevard Extension 11111111111 aan ! _ _ j McCollister Boulevard R80 1 s75 11111111111111 a7n Ral. . 4 TT , hr�111C RNI I —�����_ F R W -EASEPegIsorA opot Eme. 1 a7n ISO cNDO '�� { Oo \O r`o I �.. 1 0 aaa 10- co CO o o co o co.. , a65_. aan _ , �� --�� 11�—r— - 660 _-11Q loo.l oo ARK ;°N D o,, LIII I CD;LAO.' I I - - -11.1 4 655 11111111 aan , 11111111 ' I 1111 I N— :: • • $( - 650 1 <sr 348+50.00 - Pon nt . , MIME c\I ill ■■���� ����� +� 670 o _ ,00 .4_,., co v co� � i o-- — — — •• , r• aas • • F65 1 I-co. o I =MNNMl ao 00Il .1...-0 M..I. ., ,- •55 ii,Ell ,1 a - N r —1 (0 ■ . N . - - aaS 11__1-_11 �� 645 aan ■II__—c [ +25.CO 1111 � 11 1 ,____ ■ fi4f1 miamino mmmmimw.ag...__._._. miim mi. ii.l ._ 0,. 1„6(1011 1HI a7s 1 1—II . Proposed — _ 675 ___ aROY N !!!!__ T.�e..ry . 1 , 670 a ----- -- - . .. .- I S7 o N O .— - coo 1 C co -�O jg �. N aas "o co •o .: co• •IC ~Qo _ .. — _665 v— � — — �= — ' 1— —cs_6_ - - -^�^' — `" coos 0d^ CO M aan � ���-�,Tri _f •% �`2.0'/. 2.0% 2J�" _ •1 . �0% 2.07. 1 . .r - — -�.§G — -— _ MI 660 •-'o 0 MOM � N� • coo coo (\I lD III 1111111-- 0 o �o - o0--. IIIIII co--. Ell0� 655 =1111111ME + - — 1 IIIII1 650 TNI 4 _t_ ____,_ 8+Q0•00 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 1, .. .s • 0 5 10 15 20 25 30 35 40 45 50 55 6tr 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.41 I 17:25:45 12/30/19 anthony.hemaRek60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 1,0 105 100 - 90 85 62 I. 1 6 :1 50 4 1 3 •1 1 11 1 11 1 1 20 25 30 3r 49 4 59 55_ 60 65 70 75 80 85 90 95 100 105 110 McCollister Boulevard Extension j RRn 1 _ Mc6ollister Boulevard Ran III111 L 0III1IHhIl -- R7� P • 1 111111 III Pamasaa Te R7a R7A TY ������� Rtll ��_�� NM ME co ROY Proposed Er ROM R7n 1�II��NMIII O. c0�o •� N lf)O (�O O CAR • � I O N IV RR5 _I -- «-1- CO - CO OO ON L5% 3.0% Z.Z •% 20 • • •. ______ -1I1111 N 1.1.111.11111 111 tnO71 11••1101 1•11 1•111•1 �O �N 4- Rsn IiiIi1iHH1RiliTliiiui 11111111 1 111r R5n 111 11111=iI•M E N I1 1111 1 111•.11•111•11•IF II— 645 349+25 .00 RRn _ _ 680 ._. Pernieertt. �. P T 1 1R1 : 1. 1 , ■ 1 1 P EASE T.ROWary 675 am T .. I1Rarbent ! ��III .-r. �� •• Row 1 Ell 0 o FC:3) o Ln ao00 0 -NRR5 ��6 D dON0 O 00 ..Q �'OOO O1111 • r.• Nt .0 �� O c� CO r — CD O — — �fl - — — —'— — —• — — — — 1.5% til 111Z. Ran ��—. —— :R° — r/ 1 O Q-O{- .-.r.- ---- 111111 , _ i i — -- ill - 1 111 _ -- CD N CD. ■ O N .■ — t 1 1111 1 111 -__ �_ 1 — t SR _ 1 R« ■■ III 0 1 ' sc , 349+00.00 HIIIH 1 111111!111RRnaanW Mi Tsmporery11111 II -.■■■�—.■■ ■■670 Row PsFropowd .■■ — o 1 Proposed E . 111111� M •o �o �o �o� °.o �o �00 CO o c°o Liii1 jtr a C0 ri o 0 0 a 0 c�p _ — so- - (00 - - cow- - s2- - - - -_zDM - - to. - - � — j • fiiiiiiir 0% C% —— I------ - ------ 3Ran -.......... le I1•111acrr 1 . ao•ln• ■ ` _ aotn I �N 11116 (fly CON r CJ RRn :MI t -- JT : THiDi ; i E:aS • IN Ron 348+75.00 j Ran 110 105 100 95 90 85 80 7 71 6 61 5 50 45 0 3 30 1 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER I McCOLLISTER BOULEVARD EXTENSION J SHEET NUMBER W,42 I 17:25:46 12/30/19 anthony.hemaRcti\60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DGN __..1.10 _.105 . 100 _45 90 _85 , 80 75 7, 65 60 - .1 40 __35 30 , . . 20 15 170 5 0 5 10 15 20 25 30 35 40 45 50 55 6J 65 70 75 80 85 90 95 100 105 110 - _ If- McCollister Boulevard Extension I McCollister Colli's Boulevard I AAA MI ! i ___ - I - .: rt- R7R Pill I Pe R75 1 S - Propesed f - r - • co ao O .o !! o -N-. 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Ran _ _ Ran R7R ; Peed _ ..� RTC _ TM___ Permaent ROW — _ __ Femme! Temporary R7nIll[1[ I i •o •o v �'� r n ROW R7A aw ENE I • ,o 4�� No • O6 Off- 1)0 N� fV�. �O Nln N_C - ' aa� c�v1.5'/D� 13.0% �� 0, CD-� 2.a� 2. / 0% CN 3.0% �� 1.5� �� AAA -- -i-- - --- �Tr�o% C�2 FAY. 2.Cr/. - - - - -- RRn -'o -ems n Ran ARC O N n N'O N�pCO N j CON �"' f0- ,ev.,, Am% 0 to CD I • - { -_ , Rr+A MO Ras Rae;, 35C+75.00 Ran i aan R --_I - Permaent Proposed ROW 1. P . Pennwalt Temporary R7R EASE t\ co b to C In O ch O coco EASE ROW R7n .-•C, V �� N -- -. (7 v._ 0-0------• N Cr �_, R7A_ • • Y. S)O ()O LT coO •Ln O { t----�.�_ __ CJ 6' CD('')_-- ... _. -. N Q -C>I r �� N_ N� Q' O C' -_ � �__ ,g RR5 I CO cr 1.5% 3.0% 2.0%O N 2.07. 2 2.0% 2.0% % 2.0% 20% 3.0% 1.5% - - 4 CD 7- r Anil_ ,�O .. �Cr"" � . 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Cfl, O CO•� CD N ( _ _�. ---Y --- --� Rag CO O CO 1.5% 3.0% 2.0% 2.3/. 0% 2.0% 2 d7. 3.0% 1.5/.. - - �5 _ y �2.0% _2.0/. 2.�• 6Rn _ -- - Ran - _-- - - -._ . �o �o No No r r oin -1T - oin N N I 1 CV r _ ARC D co CO I co - CO CO 7 ___ __.._ _ ._ -- I ----.. i ._._ _ R5n 1 I i Y I 6C0 6 I C +. fi - -- - - _ --- 6s5 a5 -- T- 350+25.00 ; 110 105 1 100 95 90 85 80 75 70 65 60 55 50 45 40- 35 30 25 20 15 10 5 0 -t 10 15 20 25 30 35 40 45 50 55 60 65 70 75 8 85 90 95 100 105 110 C ENGLISH I IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.44 I 17:25:49 12/30/19 anthony.hemaRct60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 1.0_105 100 95 90 85 80 75 70 65__ 60 55 50 45 40 35 30 25 20 15 10 5 0 5____10 15 20 25 30,._�35 40 45 50 55 60 65 _70 75 80 85 95 100 1*r 1 ` ;McCollister Boule and Extension: _ McCollister Boulevard man j _ _ atm 1 a7R ' ROWr Proposed a75 ______ ..— 17 CO I Ni- N ci-ROW - _— Pernlsent__ Temporary a7A Q` 4 Q , c'7 p r,o._ r a7A ♦ O `* EASE ROW C) . 1 — t cP (O i9 — c COO -_ CO c*) co C - — — 1 V CO sr CO (O CD _ cjo O CO VI CO M CO aas —— — • — i ..... ..11.5X .41 .4 07 n c� 2.OX 2.Qr7�.aY. ___ 7,____0% CO N2.Q/ 3.ui 1.5% — _ — MR aan g,•G. , v 0 aan O'In c)O C)O Cru- . ' CO— I CO•-r R ARK ccfN CO i }I (p , N aan am T r 0 . 7 -- —+ aaR 1111 RAC 31+50. ----- - — 1u aRn 1 aan a7R PrmeentroposRowed Proposed a75 Temporary ,.— _� P ROW , 6]f1 ~EASE 0,0 OillIE N co N m `r 6 ROWQ eEASE� T • a7A - — O CrCO CO (0 to O - I — — aas d CD O O COO CO'—' CO (,) FAO'- 1.5% 3.Q% CO ./ 2.0% 2.0% 70 CO N 3.0% 5L I 1 aaa —— T — �I P.OX 2.� 6% 2.0% 2.d% • —— — --+ c — _ o o - - - 1 / — ' aan -- WA o e � _ + co 07 to ..In ., «--.--__�.--J ._ -.__._ . �. (Np I� 4 -IIIII �G C„7 — 71 aSn } _ — .,� _...cam fi45 , f145 -- 1 35r+25.00 - rn op . I a I aan 1 1111 _ aan -- . 1— P — 1 A75 . Temporary P Proposed I Proposed ROW Permeent in a7n �_ e • — N •O co.o _ 0 O ^'o , O Coo O __._�_ EASE ROW I---' 1 -- E O • __ (.O TA O` i CD C) C P. ONJ (0 . N - co O'_- — - --- — co —y 1•5• 3.0% 2.0�N 2.OY. 2. 2.0% L.77. 07. 2.07. �N2.Q% %�.� .5% 30 aaA 660 ID 0 CC)0 —( ' ' T IT--. �� RSA 0._. i (NOO �O N� 655 RCA 650 r — a45 I —„ — — Imo—, _� -- fi45 I 351+OO.CO • 1_0 ' 105 100 95 9 80 75 70 65 60 55 50 45 40 35 30 25 20 15 io S 0 5 10 15 - 0 25 30 35 40 45 50 55 60 65 70 75 87 8 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.45 I 17:25:52 12/30/19 anthony.hemaPck60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOLIMN EIMEIsr. 1.1 : = ■: 5 30 25 20 15 10 5 MINE ■■:■■■:=::■ 45 50 55 60 65 70 75 80 85 90 9� 100 105 110 M■■M■ �■■■■■ ■■■■■■■■■�■■■■ McCollister Boulevard Extension • ■�■�■■n:m_ ■■■■■■■■■ ■ imimmumm McCollister Boulevard I �� ■■■■■��� ■■■■■■■_11■■-■■680 —■■ -- ■■ I ■■�■ ■■■■■■■■�■■■■ — sao 675 ■•II. ., ���■■ Proposed U�1■■■■U_■■■■■■■■—■■■■ Proposed RQM Permeent T 1 a75 —■ �■■■ Permaent h ■■ _ O ■ MI MI ROM ry v O U7 O mom • ' Ocr O O - ■■■■ a LC)O * EASE ■■■■■� • ■ • o o ar v n C� �� v _665 �,�■■■■ . ■ ti CO c WAIN MIS 2.0%cDc\i 20% 2.0% (0.. 5/. , Mc 1. �o Till r ■� -, , ■ ■■■■■■■■■ ■■■ �■ `_• -__ 0-o a� �- _ I -_ RRn a�nI I inomminiunimiN IAAR III Uflhll I-_ — -U — WIIHI ■■■■ ■■■■■■ I 111111 MIME ■■■■■■■ Mc �1 11■■■■ ■■ Ir__ I iii,i 680 �11- HHHHT ���U IIIIUIHIIIII III �" • _5 - —■ ■■ EASE ■■■■■■■ ■■ Primed • ,----..1__ s7ci Te .. 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O Oo 0 MRRR 'Q`I � • O` i i O 0 cr�CO W CO I CO; OIII RRn6Rn _ - - IIinhIIIIiIIlh6� - 1 _1385 Temporary APR ROW -_., P•rnla•rrt P RRO F a P R _ • Rrop •d RM R75 O•,o •O -�0 _.__�c rO O OW `�o P•EASErrC 00 0'o 0 wm oo EASE 6 c0 c 7 0 O 0 tf` I Q m n. -O 0 rD v,0 Temporary R75 - -- ,. - _ C' CD - CO - CO co Ln O.-� CO`" CO f0 CO ROW -- CO � co N 2 0 1.0% .0.0%ti 4.1 % 2.0% N2.0% 3.0% 1.5% � R7n �- �� Q co I I CO O CD N '_ _I , fiG0 356+25 .00 , I . W , sRn 110 105 106 9b ' 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105- 110 IC ENGLISH IOWA DOT I DESIGN TEAM AECOM I IOWA CITY PROJECT NUMBER I McCOLLISTER BOULEVARD EXTENSION ( SHEET NUMBER W.52 17:26:13 12/30/19 anthony.hemaRcts60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 1.0 105 1Q0 95 9Q 65 �l Z,5 ! 7) co 55 i 4,� 4D 3 25 2 15 ! 1D 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 IMcCollister Boulevard Extension, � _ -f-- L --- McCollister Boulevard - - - - aoR Temporary 1 r _ _ _ _ aaR wan _ , 1 _ . _ _ . lkil Ran Mc Permeent Proposed aAR EA,iE ROM Proposrd Permeent RR[1 —--- — — — — c") sr p — --� — — _ .s,2 i J a-C Y d c 7 EASE AM ---.'_. ._.._ C'T�— � O N N N N c�U' AI _ CVO-- --f— ---- Thy a75 �v NIA ' -- r-co cr; ---, ro• ROM r�o• I 1.5% 1.O% • 1. %— %com %�°�_2-.A% 3. % 1.5/. . - R7t1 ► �- :67:p OCO CON N — -- -(`")M NCO _ Q�,-�RRR © ' a r-N -- -- CO CO :_" CO CO Raft - -660 IF 3 +50.00 . 0 i _ _RIR - _ IIIIIIP _ 1 895 • 69f1 T " - - - - . . - . _ 690 . 685 i M R a Permeent Proposed Proposed �.680 __ - _ - _ __ __ I i I N co _ m. MEI p in Permeent i __ min —— <Y O O Ln CO fl , CC N W t` N O COO EASE — a7R + — 2.0%— —% n O CO l.0... t\C n cf i a7R v v co 3.0% CD r� c� Q o co cal M"e"---•- ' I 1 2. 3.0% L5% t_ a7f1 ` I� — — T — _ _ • . _ •a70 co W CD y.aafl + iiiiii _ - C)-C $ a9R _ . . _ . - - � . _ . _ . _ �� 2 rn Cr Permeent - _ EASE Proposed - - t- ^- p - , Proposed } - i ROW I i*iLi -- - ROW EIE — -4 O ED co 0 O_. Temporey— — W N•L14T_ co ban i _. i _ I 6F+�1 1 357+00 .00 ' 1 1 t-T---- _ I , 1 I 110 105 100 4! 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 0 4 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSI00NTI SHEET NUMBER W.53 I 17:26:16 12/30/19 anthony.hemaB 6O579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN 1 ,0 1Q5 1Q0 85 10 Z5 Z� 8.5 89 i 55 �0 1 45 40 35 30 1 25 2D 1D T Q 5 1D 15 20 25 3►7 49 . 55 , 60 6 70 1 80 _ 90 T '°° '°5 1',0 I _,� McCollister Boulevard Extension I , _ . 0 , , McCollister Boulevard 695.__� ill J r ROR -- —Tsmawp -, 690_ 1 ROW ` ROA Permeent ' - 685_ FAW P . Proposed R,6 ROW ROW _ as I it ---�-- -- - oo r`o - riQ Ln moo mo - co co o DM In s8f1 'c- '.O ,� : • O '1 — Temporary Ran N Q' t` ROM C7 —._. _ O O c'7 It t\C' �� , j 675 r-- 1.5% 3.�:C — - c° �. 1.5/. .0'L 2.0% 2 -� 3.0% i R7R nn nlo carj) i ---- i n am670_ i - ,_._ v,r v v 0-)N- , Q r \ ` r` t N ~� 665 : 40. , CD CO ~ RRR . Ill . 660 +25.L.:u A RRA - 695_ 1 r _ _ NM aOR TeeipowDy 690 ROW _ _ ROA r _ 68 PeEree Proposed ___p i FAR RUMI Rt Y —• - N Q co O 6r 1N) O O O N O EA6E--MO _ _ - N C ?O N N•N t� O TemporeryRRn tr`Q' _. N c9 y --� ._.,,__ n CO M Cp S`') - - ---— I�C' t C� cD v f�iC _` N . N ROW - R — _lZ 1.5% - _ - ' ' - R7R 2.0% 2.0% 1.0% - - - 1 � 3.0% 2. - - - 1.5% 3.0% � R70Hill I co N _ - - _ am ocD �m v oco _ I�N t\ ' i TN RM I - — .1 4t -- co (DCU , 1 egg .11 Ran . _ - 358+00 .00 A� t - -... _ _ , . , . [ _ _ , ILLROR �C x . Temporary , f -31},_._ •• - RQn ROW C}"- ROA 1- AAR PermoenC Proposed I - 1 PAR FAQ _ I Amcam'"- - - ?=- - _ o _ --w to `r_ ., K Ran R7R i CO V coi 1- - --' _ • r CO(7 Tim/miry R7R 1.5/. 3.0% 2.C% 2.0% 1• G ,��L �+ - 0% _ CU 9,22 'In CO P9---_,___._vt-r-,._:..._._,_._. - R7Q •t p� a)tD OD M N•Ca t _ --� NN c0 RRS r O >`N 1 CD T. r N I - PAR 357+75 CO 110 105- 0 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60�65 70 75 80 85 90 95 100 105 110 C ENGLISH IOWA DOT I DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER I W.54 17:26:19 12/30/19 anthony.hemaRrN60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 1',0105 . 1Q0 95 4Q 85 8,1) 75 7) 8 45 4) 37 20 19 , , 0 10 IT I 1 3) 3 4Q 4 5) BQ 8 7 17 8) 8 90 100 1Q5 1_0 M I - hUll__________ ■ _ ' clollie� •ulevazdxtensipnIlU � 1III I Ill Mc oll ter oilevard MK 1 II III Mall UI 111� — Mc 690 Terry -- aan ROW , Pam-sent Proposed II I 68R III EASE RCM Mc O O MNN 0 ,i-c_-)4EASE — e ]€0____ 680 - — — — — - — L -1---- u�� too °o •,,, ° v111= aand- IS �_�� .5% 3.0% M 2.C' 2..�'��riw O& s -;• . — tY — 3 0% 1.5% - - - 6751 �� _ — — — — R7R L Ell — L NP.Will • _ 0" a , d-0 670 a7n III 11111• - ., 665 =1I__111111111 I11660 - ,�. . .�I111 111 I__ IIME 695 IRCM TMWroft, I 690 1 aa0 enneent P . I P EASE ■■685 ROM- _ ROW PAR i1 0Penmen! — 1 c-o 'coo ._-_ ' . o 0 co coo : TT • o • T' fl0YI_ Oc0v c0v � . — : �� (Dtn _— Y.S 3.0% , _ G% `2.•' .1 . •. Ai. ia:; �~ +3 0% 5'/ I a76 — — i --- cD o -- - --.o� _-o� i • coo -_ - - ---- -- -._ awl 1_� NrN I?ii� { �� 1r. 1'—�r � - — co j A L Mc I—HBO I 30:+ 5.C0 A n III , ICI t iii Mc 11-111 ACM Iff - Temporary- IL - -0 aan ROM ■ IL 1 1 I • aae PAR i .- PEASE rmeent Proposed ■ MI 60 Perment am _ :'��— M`■ Ln ^o co 0 ri Q T - - $Rn — — 0 to o v o • NN.a' 1111111 r o� __UK N.Iri 1.5% 3.0% co - 1.5! R75 67n cv o t cN�o. _ —— - _ a7n ..V _. .s.:.'.-- -—rr,-,..:,b0,.. _ N . 1 1 I• N " _- N , aaR 665— — I 358+50 .00 sso— -1-15- lb5 100 95- 0 85 80 75 70 65 60 - 50 45 40 35 SO 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.55 17:26:22 12/30/1I anthony.hemaRct60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DGN 1 • •- , r :. I- 5 • 3 1' ' r is 1 •• . ' a 4 i 'a - 60 65 70 80 90 f 1r 1. 1 0 1 IIHhIHHHHHhIHI1HI iininiiiiiiip,iiiiiiiiiii 11111 1 ■ McCollister Boulevard■■■ ■■■■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■ ■■■ ■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ Mc ollister Boulevarrpl IIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIHHIIUIIIIHIIHIIIIHIIIIIIIIIIIIIIII■■■■■■■■■■ — 11 1■11 11i■■■■■■■■■1■11■■■■■■■1■■■■■■■■■■■■■■■1■1■■■1■■■■1■■■■■■■■■1 ■■■■ Hhlluluuul : IIIIIIIIIIIIIHIIIIIIIIIHIIIIHIHIIIIIIIIIIHIIIIIIIIIIIIIIII IlIHhlIUIIIIIiHi IHIHHHHIIHHIUIIIIIIIUHUIHIIPHIHHIIIHHHIHH ■■■ ■■1 1■ ■ 1--r r.: ■■■■■. ■■■■■■■.■■■.. 1 1 1 11 �� 1111111111111111111111111 Ei11111111111 111111%1111 , PE ■ ■. ■■■■■■■■■ -: �■■■11■■■■■■■■11■■■ ■■gnagii■■■■■■ L . ' - 1■■■■1 E - JIMI117211111111111P11 ■■■ ■■■■■■■■ ■ ■■lo■c•c ■■■■ •- - .• - ■■■■ •- CO M 9111111111111MMIIII IlibillirlifirnallialliniNIUMM .•.:ram • ' ? • ' •' L5% ■■■■■■■■■■■■■■■■ ■■■■■■■■ - . 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TE�MiliMion .L', -iii iiiketillipiinii ��.x. i 1.5. ■■■■■ ■ ■■lairraill NI MI L. ■■ �■■■■■ �/ _.w�._. 1 1�Er= a �.r=.ems;�� `� ■■■■■■■■1■■ M - r 1■■■■■■■■■■■■■■■■■ ■■■■■■■■ - -- - -- «• _ ■■■■■■■■■■■■■■■■ ■■■■■■■■■, ,N uu ■■ minnormermitoir,■■■■■■■■■■■■■■■ ■ ■■■■■■■ ■■S,■ , Q N ■■ �N ■1■■ �,,,,,�I �I 665 ■■■■■■■■■■■■■■■■1i■■■■■■■■■■■■■ ■■111ii I 111 ■■■■■■UU ■■■■■■■■■■■■'r C' I.• ■■■■■■■ ■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ •. !. IIHHHHIIHI1HIHIHHHHHHIIHH1IHHHHHUHHHHHHHHHHII1! fl■■■■ . hIIIHIIIUhIIhIIHHHHHHHHUUIhIIHHHHHHUHhhIhIIhIHHHHHHIhiiII1 ■■1 1- ■.■■■ . ............ .... .. ........ .. ■■■■■■.■■ .■■ ■■■ - N■■■■■ ■■■■■■■■■ Proposed ■■■■■■■■■ ■■ ■■■ ■■■■■■■■ ■ ■■ ■■■■■■■■■■■1 ■■■■� ■■■■■■■■■ per.,... �• ■■■■■■■■mu■■1 N ■muaa■■■■■■■ PI roposed Permaent ■■�U■■■■■■■■■■■ ..IPI • ■■ •■■■■■■■■■■ _ _ ,O o•O ■■■■■■■■ 00•--r— O pca ppO ■■■■■ j •, W s! E1■ Temporary ■■■■■■1 -. i.T• O - CO 00O Ln CD ,! - — — , - - •,- — _ ter_ - h�; ■■■ co. 1 Q — 3.0/. _ ■1■■ �.1.5% r.� ■■■ ■■uu■■ " � I ' '�—I 3.0% 62.0% ll • 2.0% 2J'�n��� ~ w 1.5% .�` i ■ o o n o�n O■■ ■■■■■■■■■■■ , :--- '•%`",..., __ ____ _ Ill a�n CO 0 0 L N ■■■■ ■■■■ ■■■■■ I ff 111111 1 I + ! I / sac I 0 1•» 180 95 90 85 80 r • �r 50 45 40 35 30 25 20 15 10 35 9+0 5 •O O 10 15 20 25 30 35 40 45 50 55 60 65 0 75 80 85 90 95 1 o 105 110 C ENGLISH IOWA DOT I DESIGN TEAM AECOM IOWA CITY PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION SHEET NUMBER W.56 17:26:25 12/30/19 anthony.hemaRrK60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_W01.DGN 1 0 - . r •- : b =. I - .1 4. AI i . I 1 Ai s 4s 4 . 55 60 65 70 75 80 85 90 95 100 105 1 0 ■■■■■■■■■■ ■■■■■■■■■■■ `■IMI■■IIIIIEMII■■■MII I MIMIMIE■■■■MI■■E■■■■■■■■MIMI■■■I■■■■■■■■■■■■ MIME McCollister Boulevard Extension ■■■■IHIH1■II1111■I■I1■1■■■■■■■■■■■1 ■■I111111■■■1■■■■1■■I■■■IHhI 1 ■■ McCollisterBoulevard ■1■■111111■■1■■■■11111111■■■■■1 III 11■■hIIII1■11■1 ■■■■■1 ■1 ■1 ■■■ ■■1111■■■■■■111111111111■■■■■■ ■■ 1■■■■■IIIIII■■1■■1 ■■■1■i ■1 1 ■111■ 111111 II1IIIHIIIlIIIIIIIIHhUIIIIHI HIHIH1IHIIHIUHhIIIIIIIIIIHhIIIIlIIII1IHhI1IIII MC 1■■■1■1■1 ■■■■■■■■■■■■■■■■■■ giiiiiiiiiiiiiib RCA 111111111Pe7nt P Rrrie111 111 I 11111111111 11 11 1 III 1 1 AA ■ ■■■■■ ','Icp ,V •■■■■■ MIS , -, `° ,t ' ! 1MI■■I■■■■■■■ ■■■■1 ■. UN ■ 11�■_ 0- ^ , ■■I■I■■1 �1■ A■1U 111110111 1 !:!!i■■■MI■■■■■■MI■MI■■■■N iz (1■MIa■■■■■■i a N • 'b ^ , ' 1■ I■.KI■E ■■■■MII■■■■ ■■■■■■I ■ ::. ---- __ gm1■■■■mmo■■■■■■■mm■■■MIMIm l ^ NCh —i..._ =aomme■■ ■■■■■■■■■MI ■■ ■ ■■■ ■■■■■■■:1 IMI■�5G1■■■■ 1G ;N ■■ ■■■■■■■■■MI■■■■■■I■■=I.■1■■■MEM.�fe . . ■■I■■■MI■■■■■■ 1111111111■■ ■■■■ ■ II■■■■■El■LU■■■■ ■ ■■■■1I■■■■■■■■■■■■■■■■MII■■■■MI■ HhIHIIIHIH1IIIIIH11I11IIIHHHhIH 360+50.00 III IIIHhIIIIIIIIIIIIIIIIIIIIIIIIIIII HIIIIIIIIIIHHIIIIIIHIIHHIIHIIIIII HIIIIHIIIIIIIIIIHIIIIIHHIIIIIHIII HIHIIHIHHIHIIIHHHIIIHIHHHUIIHHIIHHUI 11 ■I ■■■1 ■1 I■■■■Iruur■■ !!■I ■■ ■■■■■■■ - IMI■■■■■■■■ III ■ ■ ■■MI■■■■ .•,, _..' "" EWE■ 111111111111111..1.111111P r 1111111111111111 ■■I■■■■■■■ME■MIM■N��M■� 11�11... -, C) ■■■■■■■■■MIMI■■■■■■■■■■■�ME ��■■■■■ qG IM MI _-- N ,o N MI■■1 _1■■■■■I ■■ _ o ■■■■ ■■■■■MINMI ■ ■■ .:. Illilm iiiiiiiiiiiiiiii■1liiiilaEai: "- ".Y,— j11 ��w" 1.5% _� ■■■■■�i■■■= 11■■■■■■■MI■■1■■1■■■■■■■ A� M� � ° mum■ __■momm ■MI■■MI■■■■■I■I■1■■II■■■u ■■Moire _ 12'- • (6 ■■■■■■ ili■MI■alr.c IIMI ■■■MI■■I11•■EMI ■■MI■■■ ■EMI■■ �° ■MI■ ■■■■■■■■■■II■IIMIIMIMI■■■MI■ 4111111111111111 s mom ■■■■■■■I■■■■■I■I■■■■■■■■■■ `-3 ' ■a III IIII III IIIII I1I1Ii 3.0+25 .00 ■■■■■■■■■■I■■■■. ■■■■■■I■I■■■ ■■ ; . -< I■■■■ II■■IIII■ IIII■■ .11.111111111111111111111.1111 ■■■■■■■■■■■■■I■■■■■1■EMI■■■■■■■■■■C ■ice II■MI■ ■■■MIMI■MI■■■■■ ■■■■MI■■■ ■■■■IIIMIMII■MI ■■1I■MIMI■■MIMI■I■EMI■MI■■MIMIMIII■I■■■■■■■ r+l_ Frej s1I■■■1 IIII 111 11 1/111111 IIIIIIIIIIIIIIIIIIIIIIIIIIII �- IIIIIIIIIIIII11111 1 '1111110111 II_ IIIII I _ ! IlIlIllIHIl ILII ■■■■MI■■■■■■■■■■■■■■■ 11111111111111111 o '. ., __ .. ;; E ,■IIIII ■■ E■■ .. ■1■■1■■■ ■■ ■■■■■ • " - ■■■MI■ O O ` _ - o O ■■ . r Permeent ■■■■■ i3 1111 ■■ ■E ii� f•i.i pa.. ..11ti f���wiGi _ _ rto T - - e -•- • •- �p ■■iii■ii■■■■■iiiiiii A 1 - - - a� ` L.flH. H. HHm 1111 L9UHHUHHHHUHHHL. 1. II ; ^o. , (6N ■1■ ■■ cS N ■IIII■ ■ i■■1.i11... = ME I!IIHHHUNMHHHHH _ HNH 1■■■■I 111��■1HHfl ■HH H 6• A -- LI■■EI�■■■MI■ _ 3.o+op� ,o-f__ 1 1 ■ ■■■■■ 110 105 100 95 90 85 8I • .' • •1- =• — {• ' 40 35 30 25 20 15 10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 ' 75 80 85 90 95 100 105 110 C ENGLISH l IOWA DOT , DESIGN TEAM AECOM I IOWA CITY , PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION 1 SHEET NUMBER W.57 I 17:26:28 12/30/19 anthony.hemaRci60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DGN 1:0 100 85 i Bp 75 7� 65 fpl 55 � U 3,5 30 25 �1 I 5 10 15 2� ,- � � �- ,- r 80 85 90 95 100 105 1:0 4... ,McCollister Boulevard Extension ill _ _ _ iv + • - - , McCollister Boulevard McC (list Bo d _ 1 wan eP rmeerit -. PrryY+rd -r J _ ACM redeemed lilt ROM EASEPik 111Fd ^ IV -- -- IeY ARK C-)O NCO 0 LA I� 4D .. Ti parry 1 O Q N O I (9 a0 N tf1 1 (D Cr' • _ PIN CRR 1 E T co v 0 6 f- ETA ^ I�O 1�O 1.9 Y.r=limm3 4% — — CO — co 0 • N c0 N _L—�3 g;< —CQ ! :,Y. cD v -- -- - - T— _ c�J"f. — RRn • 1:174 . t N In O in — . — — 67R 67n N '--1;'�1[ R7n 665 I - - _ a69 a9R _ ' t r I 64F •. Ich 1 Temp.arry_ RIIIIIIII iI _ r r WWI 69n Permasnt It v E , WM , C~ O cr- Q.� c0 I } 0 � Thy 1 Mc RRn CA —T. -T— -- --- - --r--- - -- y 31% - - :�~ — .. e c0o� e. �,p,��_ 1.5% _ MA J R7R _ _1 —— h .ram N O _ O'er r 3c-6 two �v9 67nME 1-N f�• --1 67n cc) ; c-o ' --1ri rARS IIIII ' iiiitlegg xi . lli _ _ . „ _ .. _ . . , _ _ . _ _ . . 1 L a9R _ - - , ' mg 6911 }, Tr.....,•., ACM TAlt RSV Proposed ROM Prawn! ARS — � _ ~p g• _.m M. No- - .r U)•-. .'CC0 N- E ; Temporary RRS I C •O !)d •N N W n1"f 11 N•—CO NIA 01 of co man tt CO — — — — — —. 4.0 tD �" 0 c� _ 0�r RRn - - - ---T - - - - - - — -- — . - -•� — 247. 1.4% RTC - — _ 67S 0 6' co 000340 v cn . I — ale . C 1 W co r� a7n aa5 t ___ — 1 __ — RRS I 3�0+75 .00 I •110 105 100 95 90 85 80 75 lb 65 60 5 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80—L115 90 95 100 105 110 C ENGLISH I IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.58 I 17:26:31 12/33/19 anthony.hemaRri.60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WOI.DGN 1',0 105 1.0 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 10 105 1-0 II _ I McCollister Boulevard Extelasior! I IU _ . _ McCollister Boul vjrdL I EcIiI_ii!! _ —�-_ - -11 -,--,-,- All- , - -- - a7� 362+50 .00 — a al. LIME .: Ran _ in r- -- ` - _ - _r` - I Ili Ran -=-_--. R75 , r IF j ii _____: 362+25 . 0 _ Rai IIII _ Ras aan r ARA r-}--f--, f.- - IIIPI.�wi� ----- — - -- — ---- `-- �� _ R75 IiR7% 36 +00£0 1 i III _ _ , Ronii. 4 ' _ II _ _ RCM Existing t W , I illn i 1 MIMI ' 6An Ran a7S - _ — — R75 ale O _ _ _ _ _ _ _ 11111111 R7n 36 II IlMal 1 : � ■ ■ MillliallE ■■ b `RQR R9n I Temporol f Psrmes&1tisting ■ EC' POr, :� aan EASE ROW _ ROW 0" N O -- ROW EASE — Temporary { S . W c ■ N(� I ROW r Illa .. , ri ———— — i—(� CON CO N CC) -- CO .-� co'O CO Cl - --t. —_ - --}---.— _.- R7S n - co N N _ .T- j - I OM MI . co *� co r` �� my onoIII _ _T j 1 111111 i. ini__f 1111110.111.1". Awl a limmrami mil t _,_ 1 361+50.00 sac 1:0 105 100 95 90 85 -WY- 75 70 63 60 55 4 40 ' 35 30 25 20 15' 10 ! 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95. 100 105 — C ENGLISH IOWA DOT DESIGN TEAM AECOM I IOWA CITY I PROJECT NUMBER McCOLLISTER BOULEVARD EXTENSION I SHEET NUMBER W.59 I 17:26:34 12/30/1q anthony.hemaRch60579265\900-CAD-GIS\02-SHEETS\SHT_MCCOLLISTER_WO1.DGN Prepared by:Melissa Clow,Special Projects Administrator,Public Works,410 E.Washington St.,Iowa City,IA 52240 (319)356-5413 Resolution No. 20-10 Resolution approving project manual and estimate of cost for the construction of the McCollister Boulevard Extension Project, establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above- named project was published as required by law, and the hearing thereon held; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the McCollister Boulevard Extension account # S3934. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual 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 post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 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 3:00 p.m. on the 28th day of January, 2020. 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 4th day of February, 2020, or at a special meeting called for that purpose. Passed and approved this 7th day of January , 2020. • Ma l •p .ved by Attest: ` — /alb—1 City lerk City Attorney's Office Resolution No. 20-10 Page 2 It was moved by Salih and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner o I . IOWA LEAGUE Qf CITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS McCollister Boulevard Extension Project Classified ID: 122875 A printed copy of which is attached and made part of this certificate,provided on 01/08/2020 to be posted on the Iowa League of Cities' interne site on the following date: January 9 , 2020 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 1/8/2020 :76-Adr VV Alan Kemp, Executive Director 0100 NOTICE TO BIDDERS McCOLLISTER BOULEVARD EXTENSION PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 28th day of January, 2020. Sealed proposals will be opened immediately thereafter. 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 4th day of February, 2020, or at special meeting called for that purpose. The Project will involve the following: excavation, 17,500 YDS of PCC pavement, 8,300 YDS of sidewalk; storm sewer; sanitary sewer; 4,000 LF of water main and appurtenances; and other miscellaneous work, located between Gilbert Street and Sycamore Street, just south of Langenberg Avenue. All work is to be done in strict compliance with the Project Manual prepared by AECOM Technical Services, of Waterloo, Iowa, which has 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 submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security 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 (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment,and Maintenance Bond in an amount equal to one hundred percent(100%)of the contract price and in the form shown in Section 0510, 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. Mccollister Boulevard Extension Project 0100— Page 1 of 2 The following limitations shall apply to this Project: Specified Start Date: -- April 13, 2020 Substantial Completion: -- October 30, 2020 Final Completion: -- November 20, 2020 Liquidated Damages: $500.00 per day Stage 2A work is considered critical to the City of Iowa City and shall be open to traffic before August 15, 2020, as shown in the plans: Specified Start Date: -- June 15, 2020 Substantial Completion: -- August 7, 2020 Final Completion: -- August 15, 2020 Liquidated Damages: $500.00 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of: Technigraphics, a division of Rapids Reproductions 415 Highland Avenue, Suite 100 Iowa City, Iowa 52240 Telephone: 319-354-5950 Fax: 319-354-8973 Toll Free: 800-779-0093. A$30.00 fee is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Rapids Reproductions. The fee is refundable if returned within 14 days of award of the project by City Council in re-usable condition. 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 Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, 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 required 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. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK Mccollister Boulevard Extension Project 0100 — Page 2 of 2 Ashley Platz From: Kelsey Hutchison <khutchison@mbi.build> Sent: Thursday,January 9, 2020 12:22 PM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: 1.9.19 notice to bidders.pdf Certificate The undersigned, being first duly sworn on oath,states that The Construction Update Plan Room Network("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa,with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned,the duly qualified and acting President/CEO of the CU Network,and that as such President/CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Spruce Street Water Main Replacement in Iowa City McCollister Boulevard Extension in Iowa City A printed copy of which is attached and made part of this certificate, to be posted in the Construction Update Network Plan Room,a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation,on the following date(s): January 9, 2020 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. January 9, 2020 Date President/CEO of The Construction Update Plan Room Network Kelsey Hutchison Master Builders of Iowa•Administrative Assistant&Project Information Specialist 221 Park Street•PO Box 695•Des Moines•Iowa•50306 [d]515.657.4381 •[o]515.288.8904 [e]khutchison@mbi.build •[w]www.mbi.build[Plan Room]www.iowaconstructionuadate.com Stay � ; • CW%V Connected . in DAILY NOTICE TO BIDDERS construction@ update R EI Vim' 0100 JAN 0 8 2020 NOTICE TO BIDDERS McCOLLISTER BOULEVARD EXTENSION PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 28th day of January,2020. Sealed proposals will be opened immediately thereafter. 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 4th day of February, 2020, or at special meeting called for that purpose. The Project will involve the following: excavation, 17,500 YDS of PCC pavement, 8,300 YDS of sidewalk; storm sewer; sanitary sewer; 4,000 LF of water main and appurtenances; and other miscellaneous work, located between Gilbert Street and Sycamore Street, just south of Langenberg Avenue. All work is to be done in strict compliance with the Project Manual prepared by AECOM Technical Services,of Waterloo, Iowa, which has 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 submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security 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 (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed,the required Performance, Payment,and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance,Payment,and Maintenance Bond in an amount equal to one hundred percent(100%)of the contract price and in the form shown in Section 0510, 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. Mccollister Boulevard Extension Project 0100—Page 1 of 2 The following limitations shall apply to this Project: Specified Start Date: — April 13, 2020 Substantial Completion: — October 30, 2020 Final Completion: -- November 20, 2020 Liquidated Damages: $500.00 per day Stage 2A work is considered critical to the City of Iowa City and shall be open to traffic before August 15,2020, as shown in the plans: Specified Start Date: -- June 15, 2020 Substantial Completion: — August 7, 2020 Final Completion: -- August 15, 2020 Liquidated Damages: $500.00 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of: Technigraphics, a division of Rapids Reproductions 415 Highland Avenue, Suite 100 Iowa City, Iowa 52240 Telephone: 319-354-5950 Fax: 319-354-8973 Toll Free: 800-779-0093. A$30.00 fee Is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Rapids Reproductions. The fee is refundable if returned within 14 days of award of the project by City Council in re-usable condition. 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 Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, 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 required 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. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK Mccollister Boulevard Extension Project 0100—Page 2 of 2 Prepared by:Melissa A.Clow,Public Works,410 E.Washington St.,Iowa City,IA 52240(319)356-5413 Resolution No. 20-24 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the McCollister Boulevard Extension Project Whereas, Metro Pavers, Inc. of Iowa City, IA, has submitted the lowest responsible bid of $4,020,012.36 for construction of the above-named project; and Whereas, funds for this project are available in the McCollister Boulevard Extension account # S3934; and Whereas, the City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the construction of the above- named project. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The contract for the construction of the above-named project is hereby awarded to Metro Pavers, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 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. Passed and approved this 4th day of February 2020 M r n pp oved Attest : Zv /- /��/ City lerk City Attorney's Office It was moved by Salih and seconded by Thomas the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner 0500 CONTRACT McCOLLISTER BOULEVARD EXTENSION PROJECT CITY OF IOWA CITY THIS CONTRACT is made and entered into by and between the City of Iowa City, Iowa ("City"), and Metro Pavers, Inc. ("Contractor"). WHEREAS the City has prepared certain Plans, Specifications, Proposal and Contract dated the 6th day of January, 2020, for the McCollister Boulevard Extension ("Project"),and WHEREAS, the City publicly solicited bids for construction of said Project;and WHEREAS, Contractor submitted a bid on the Project described in said Project Manual; and WHEREAS, the parties hereto now wish to enter into this Contract for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform'fhe Project for%the sums listed in ids Proposal including the total extended amount 'of. $4,020,012.36; Wqch'sums are incorporated herein by this reference. 2. This Contract consists of the Contract Documents, as defined in the Section 1010, 1.03, and the following additional component parts which are incorporated herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto; and b. Contractor's Completed Contract Compliance Program (Anti- Discrimination Requirements)Assurance, if applicable, pursuant to Section 0200, attached hereto; and c. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is called for by one shall be as binding as if called for by all. rn r) c) McCollister Boulevard Extension 0500— Page 1 of 2 3. The names of subcontractors acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): NAME QUANTITY UNIT PRICE TOTAL AMOUNT Quality Traffic Control, Inc. $26,000 Maxwell Construction, Inc. $1,600,000 Advanced Electrical Services, Inc. $350,000 MMS Consultants, Inc. $30,000 Stevens Erosion Control, Inc. $78,000 Peterson Contractors, Inc. $600,000 Sustainable Landscape Solutions $36,000 DATED this 25 day of ce),„0-(....) , 20 . Contractor J2A • • Signature of City Official 'gnature of Contractor Officer R.ck.c 0--r Printed Name of'City Official Prinfdd Name of Contractor Officer ==' Title of Contractor Officer 1-ATTEST: ATTEST: B • City,CJerk (for Form I Projects only) Company Official) APPROVED BY: 2.� a_a�_auav City Attorney's Office McCollister Boulevard Extension 0500— Page 2 of 2 SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY WESTPORT INSURANCE CORPORATION GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Kansas City,Missouri and Washington International Insurance Company a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Kansas City,Missouri,and Westport Insurance Corporation,organized under the laws of the State of Missouri,and having its principal office in the City of Kansas City,Missouri does hereby make,constitute and appoint: ROBERT L.KOLLSMITH,JACQUELINE K.PETERS,SAMANTHA SPILMAN,DEBORAH D.HAHN,M.LYNN KIMBLE,TIMOTHY J.FOLEY,JENNIFER LUSE JASON D.SMITH,JAMES M.SMITH,KAREN S.LOPEZ,DAVID M.OWEN,BRAD BENGTSON,LUKAS SCHRODER,AARON COLLINS and LAURI MENEOUGH JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: TWO HUNDRED MILLION($200,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on March 24,2000 and Westport Insurance Corporation by written consent of its Executive Committee dated July 18,2011. "RESOLVED,that any two of the President,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signaturp of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." \\�lullllllll//// 0y�ptnuunaml4Wa t0� r G i �, G S C L r StevBy n P.Anderson,Senior Vice President of Washington international Insurance Company ~',y,��p344;` fi s• OZ u'1 ,o &Senior Vice President of North America Specialty Insurance Company l�•j SEAL SEA, :m a :. j� &Senior Vice President of Westport Insurance Corporation *Ism 1979 ,;oo 2• o yl•..AMv$;�sg:ee• `tisy !!a b� By •iya ae'• /14oN1111, �\� At ..... pa Mike A.Ito,Senior Vice President of Washington International Insurance Company p * &Senior Vice President of North American Specialty Insurance Company.. &Senior Vice President of Westport Insurance Corporation ,.„+,.i IN WITNESS WHEREOF,North American Specialty Insurance Company,Washington International Insurance Cogany aril Westport Insurance Corporation have caused their official seals to be hereunto affixed,and these presents to be signed by'At I aut q ized Titers this this 6th day of SEPTEMBER ,20 19 , --� North American Specialty Insurance Company � a r-r'•'N" Washington International Insurance Company Q State of Illinois Westport Insurance Corporation • County of Cook ss: W tv On this 6th day of SEPTEMBER,2019 before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation and Michael A.Ito Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL 1 N.KENNY l /- \. Y I `K Notary Public-State of lilit,rris MyC mmissio2l Expires M.Kenny,Notary Public 12104/2 I, Jeffrey Goldberg , the duly elected Vice President and Assistant Secretary of North American Specialty Insurance Company,Washington International Insurance Company and Westport Insurance Corporation do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company,Washington International Insurance Company and Westport Insurance Corporation which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 18th day of February ,20 20 . Jeffrey Goldberg,Vice President&Assistant Secretary of Washington International Insurance Company& North American Specialty Insurance Company&Vice President&Assistant Secretary of Westport Insurance Corporation Bond No.2294790 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND McCOLLISTER BOULEVARD EXTENSION PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, Metro Pavers, Inc., as Principal (hereinafter the Contractor" or "Principal") and, North American Specialty Insurance Company as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of four Million twenty thousand twelve dollars and thirty six cents ($4,020,012.36), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns,jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Jurisdiction, bearing date the Lt day of Feb 20 2 c , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: Excavation, 17,500 YDS of PCC pavement, 8,300 YDS of sidewalk, storm sewer, sanitary sewer, 4,000 LF of water main and appurtenances, and other miscellaneous work located between Gilbert Street and Sycamore Street, just south of Langenberg Avenue. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that theiollowing provisions are a part of this Bond and are binding upon said Contractor and Surety,;to`w't: N) 1. PERFORMANCE: The Contractor shall well and faithfully observe, pe €or , fulfill, ald`', abide by each and every covenant, condition, and part of said Contract, byrrefererace made a part hereof, for the above referenced improvements, and shall indethnily a+ d save- harmless the Jurisdiction from all outlay and expense incurred by the"Jurisdi ion by reason of the Contractor's default of failure to perform as required. The ContractdY shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the McCollister Boulevard Extension 0510 — Page 1 of 4 improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of five year(s) (5) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good repair;and C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less than five years after the acceptance of the work under the Contract the right to sue on this Bond. r' E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way but shall include the actual and reasonable costs and expenses in rred by, the Jurisdiction including interest, benefits, and overhead where a Iicable. Accordingly, "all outlay and expense"would include but not be limite fto a contract. or employee expense, all equipment usage or rental, materials,-t2sting,...putside experts, attorney's fees (including overhead expenses of the Jurisditioh's staff: attorneys), and all costs and expenses of litigation as they are incarred 'By the Jurisdiction. It is intended the Contractor and Surety will defend and indemt;ttly the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. McCollister Boulevard Extension 0510— Page 2 of 4 In the event the Jurisdiction incurs any "outlay and expense" in defending itself against any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation under this bond shall not exceed 125% of the penal sum of this bond. In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree, jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. NOW THEREFORE, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond and the Contract; second, if not defined in the Bond or Contract, it shall be interpreted or construed as defined in applicable provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract is hereby made a part of this Bond. rn Z: ?✓ cx� --- N.) rn r» W fV McCollister Boulevard Extension 0510 — Page 3 of 4 .. s PRINCIPAL: SURETY: Metro Payers,Inc. North American Specialty Insurance Company "1 Printed:Name of 9ontra5tor Officer Surety Company Name /k Signature%of Contractor Officer Signature of Attorney-in-Fact Officer A (1)4C C-5 1 Samantha Spilman,Attorney-in-Fact Title of Contractor Officer Printed Name of Attorney-in-Fact Officer TrueNorth Companies LC Company Name of Attorney-in-Fact 500 1st Street SE Company Address of Attorney-in-Fact Cedar Rapids,IA 52401 City, State, Zip Code of Attorney-in-Fact 319-364-5193 Telephone Number of Attorney-in-Fact 4 CD rri • N McCollister Boulevard Extension 0510—Page 4 of 4 Prepared by:Ethan Yoder, Engineering Division,Public Works,410 E.Washington St.,Iowa City,IA 52240(319)356-5145 Resolution No. 22-261 Resolution accepting the work for the McCollister Boulevard Extension Project Whereas, the Engineering Division has recommended that the work for construction of the McCollister Boulevard Extension Project, as included in a contract between the City of Iowa City and Metro Pavers, Inc. of Iowa City, Iowa, dated February 25, 2020, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the McCollister Boulevard Extension account #S3934; and Whereas, the final contract price is $3,900,866.94. 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 18th day of October , 2022 Mayo ro m Approved by Attest: Ct ,. Q ) �1,�,+✓C City lerk > City Attorne Office (Sara Greenwood Hektoen — 10/13/2022) It was moved by Weiner and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: g Alter x Bergus x Harmsen x Taylor x Teague x Thomas x Weiner At i 1111010,0117( 8 HO a CITY OF IOwA CITY UNESCO CITY OF LITERATURE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR THE COMPETITIVE QUOTATION McCOLLISTER BOULEVARD EXTENSION PROJECT IOWA CITY, IOWA Ntr�Ql l !(3 V%01)-1e1333 A.II3 JANUARY 6, 2020 cz :Igad L— KUHR FILED 23 19 DEC 17 PM 14: 38 CITY CLERK 10 "A CITY. IOWA it I .ris a 1ll01.16 mow Imo r it WP"oils • • • *It illig1114477"6 CITY OF I A CITY UNESCO CI Y OF LI RATURE • PUBLIC ,ViVORKS DEPARTM NT ENGINEERING DIVISION / PROJECT MANUAL FOR THE /1 COMPETITIVE QUOTATION McCOLL,ISTER BOULEVARD EXTENSION PROJECT IOWA CITY, IOWA NOVEMBER 27, 2019 0005 CERTIFICATIONS PAGE I hereby certify that this engineering document was o‘,,,���"""" � prepared by me or under my direct personal supervision � pf�Ss�O�,�`'��, and that I am a duly licensed Professional Engineer Q•••• •••.••! under the laws of the State of Iowa. o • a. I- ? : LARRY E. • °' = January 6, 2020 w . • WIELE : Z _= Date 13495 `? License Number: 13495 • 10W R ����.�� My license renewal date is December 31, 2021 � Pages or sheets covered by this seal: Entire Bound Document VMO 'A113 VM01 )1133-13 A113 LZ :I Wd E- NV1" OZOZ Mccollister Boulevard Extension Project 0005— Page 1 of 1 L 0005 CERTIFICATIONS PAGE 2.31913 11 PM 4= 33 w I hereby certify that this eng eerin" 4;10-Ument, was aa�unnur prepared by me or under my . ect pe soharsupervision ``� OFESSIp* %,,�� and that I am a duly lice .ed Professional Engineer it-:•• !' ''�.,� under the laws of the State if Iowa. h ; LARRY E. : `' - November 27, 2020 uI+ • WIELE : Z m s is 13495 . +►, Date • ,,, = „l' License Number: f0W ����`` license rene .1 date is December 31, 2020 �'rrrarruunm itoto Page or shee•. covered by this seal: Entire -sun. •ocument Mccollister Boulevard Extension Project 0005- Page 1 of 1 0010 TABLE OF CONTENTS 2319 DEC 17 P?i 4: 38 PROJECT MANUAL CITY CLERK 0005 CERTIFICATIONS PAGE 9".`r CITY IOWA 0010 TABLE OF CONTENTS 0100 NOTICE TO BIDDERS 0110 NOTICE OF PUBLIC HEARING 0200 INSTRUCTIONS TO BIDDERS 0400 PROPOSAL 0405 BIDDER STATUS FORM 0410 BID BOND FORM 0500 CONTRACT 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND 0520 CONTRACT COMPLIANCE 0530 WAGE THEFT POLICY SUDAS STANDARD SPECIFICATIONS GENERAL SUPPLEMENTAL SPECIFICATIONS SUPPLEMENTAL SPECIFICATIONS SPECIAL PROVISIONS PLANS - Under Separate Cover Mccollister Boulevard Extension Project 0010— Page 1 of 1 0100 NOTICE TO BIDDERS McCOLLISTER BOULEVARD EXTENSION PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 28th day of January, 2020. Sealed proposals will be opened immediately thereafter. 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 4th day of February, 2020, or at special meeting called for that purpose. The Project will involve the following: excavation, 17,500 YDS of PCC pavement, 8,300 YDS of sidewalk; storm sewer; sanitary sewer; 4,000 LF of water main and appurtenances; and other miscellaneous work, located between Gilbert Street and Sycamore Street, just south of Langenberg Avenue. All work is to be done in strict compliance with the Project Manual prepared by AECOM Technical Services, of Waterloo, Iowa, which has 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 submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security 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 (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, 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;a9oQptrce by the City Council. ` 313 A!13 12 :1 old L— tor OZOZ Mccollister Boulevard Extension Project 0100 — Page 1 of 2 FILED 0100 NOTICE TO BIDDERS ,,19 'FC 17 PM 4: 3E McCOLLISTER BOULEVARD EXTENSION P OJECTT Y CLERK Sealed proposals will be received by the City Clerk of the City of to . City, Iowa,�ln�i1 3 P.M. on the 16th day of January, 2020. Sealed proposals will be openes mmediately thereafter. Bids s• • itted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Prop:•-,als received after this deadline will be returned to the bid.-r unopened. Proposals will be acted u:- by the City Council at a meeting to be held in the r mma J. Harvat Hall at 7:00 P.M. on the 21s of January, 2020, or at special meeting calle• or that purpose. The Project will in ,lve the following: excavation, 17,500 /IS of PCC pavement, 8,300 YDS of sidewalk; storm sew.. sanitary sewer; 4,000 LF of wat= main and appurtenances; and other miscellaneous work, I -ted between Gilbert Street and Sycamore Street, just south of Langenberg Avenue. All work is to be done in strict co lance with the Pr• ect Manual prepared by AECOM Technical Services, of Waterloo, Iowa, which ` heretofore b•en approved by the City Council, and are on file for public examination in the Office the City lerk. Each proposal shall be completed on a for •.f rnished by the City and must be submitted in a sealed envelope. In addition, a separate = •led envelope shall be submitted containing a completed Bidder Status Form and a bid sec ity - -cuted by a corporation authorized to contract as a surety in the State of Iowa, in the su of 10°0 •f the bid. The bid security shall be made payable to the TREASURER OF THE CIT OF IOWA ITY, IOWA, and shall be forfeited to the City of Iowa City in the event the succe sful bidder fails • enter into a contract within ten (10) calendar days of the City Council's aw d of the contract a • post bond satisfactory to the City (in the form shown in Section 0510 ensuring the faithful -rformance of the contract and maintenance of said Project, if requ. -d, pursuant to the provisi' s of this notice and the other contract documents. The City shall,etain the bid security furnishes •y the successful bidder until the approved contract has been e cuted, the required Performance, '-yment, and Maintenance Bond (as shown in Section 0510 has been filed by the bidder guarant -ing the performance of the contract, and the contract nd security have been approved by th- ity. The City shall promptly return the checks or;•idder's bonds of unsuccessful bidders to the •idders as soon as the successful bidder is dete' fined or within thirty days, whichever is sooner. The successful bidder will -e required to furnish a Performance, Payment, and Maintenance Bond in an amount equal too • hundred percent (100%) of the contract price and in the form shown in Section 0510, said bo►• to be issued by a responsible surety approved by the City, and shall guarantee the prompt sayment 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. Mccollister Boulevard Extension Project 0100— Page 1 of 2 The following limitations shall apply to this Project: i I L. L L Specified Start Date: -- April 13, 2020 Substantial Completion: -- October 30, 2020 2019 DEC II PM Li: 38 Final Completion: -- November 20, 2020 Liquidated Damages: $500.00 per day CITY CLERK 10 ''r\ CITY. IOWA Stage 2A work is considered critical to the City of Iowa City and shall be open to traffic before August 15, 2020, as shown in the plans: Specified Start Date: -- June 15, 2020 Substantial Completion: -- August 7, 2020 Final Completion: -- August 15, 2020 Liquidated Damages: $500.00 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of: Technigraphics, a division of Rapids Reproductions 415 Highland Avenue, Suite 100 Iowa City, Iowa 52240 Telephone: 319-354-5950 Fax: 319-354-8973 Toll Free: 800-779-0093. A$30.00 fee is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Rapids Reproductions. The fee is refundable if returned within 14 days of award of the project by City Council in re-usable condition. 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 Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, 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 required 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. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK Mccollister Boulevard Extension Project 0100— Page 2 of 2 0110 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE MCCOLLISTER BOULEVARD EXTENSION PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on the Project Manual, including the plans, specifications, contract, and estimated cost for the construction of the McCollister Boulevard Extension in said city at 7:00 p.m. on the 7th day of January, 2020, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. This project includes excavation, 17,500 YDS of PCC pavement, 8,300 YDS of sidewalk, storm sewer, sanitary sewer, 4,000 LF of water main and appurtenances, and other miscellaneous work and is located between Gilbert Street and Sycamore Street, just south of Langenberg Avenue. Said Project Manual and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said Project Manual 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. Kellie K. Fruehling, City Clerk kfi4AV n �t dI 'A113 V tv t� x21J13 A113 LZ :1 Wd L- Nnr uz a2 -I1L ' Mccollister Boulevard Extension Project 0110— Page 1 of 1 0110 NOTICE OF PUBLIC HEART 2U19 DEC 17 PM t : 3C CITY CLERK NO OF PUBLIC HEARING ON PR'iJECT MANNA CITY, IOWA AND IMATED COST FOR TH• MCCOLLISTER BOULEVA',.S EXTENSION PROJEC IN THE CITY OF IOWA CITY, ` , A TO ALL TAXPAY' 'S OF THE ITY OF IOWA CITY, IOWA, AND TO OTH' INTER .TED PERSONS: Public notice is hereby':;, n that the City Council of the City of Iowa City, Iowa, will 'i ..uct a public hearing on the Project Manual, including e pl. ; , specifications, contract, and estimated cost for e constr',,tion of the McCollister Boulevard Extension i aid city at 7 •,i p.m. on the 17th day of December, 2019, :id meeting to be',.eld in the Emma J. Harvat Hall in the y Hall, 410 East W. . ington Street in said city, or if sat• eeting is cancelled, at next meeting of the City Cou it thereafter as posted by th= ity Clerk. This pro.-ct includes excavation, 17,500 YD',, of PCC pavement, •,300 YDS of sidewalk, storm sewer, -nitary sewer, 4 ',00 LF of water main and appurtenance-•, and other '•cellaneous work and is located between GI ,ert Street -nd Sycamore Street, just south of Langenb= g Ave .e. Said Project Manual and estimated cost are now on file the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said Project Manual 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. Kellie K. Fruehling, City Clerk Mccollister Boulevard Extension Project 0110— Page 1 of 1 0200 INSTRUCTIONS TO BIDDERS McCollister Boulevard Extension PROJECT 1. Optional Pre-Bid Meeting: a. Time, Date, and Location: January 15, 2020; 10:30 a.m. Helling Conference Room 410 East Washington Street Iowa City, Iowa 52240 2. Bid Submittals: a. Time, Date and Location: January 28, 2020; 3:00 p.m. City Clerk's Office 410 East Washington Street Iowa City, Iowa 52240 b. Submittals include two separate sealed envelopes: Envelope 1: Bid Security and Bidder Status Form Envelope 2: Proposal c. See Section 1020, as may be supplemented, for complete descriptions of proposal requirements and conditions. 3. Bidder Status: a. Use the Bidder Status Form included in Section 0405. b. Submit in accordance with 0200.2.b above. c. See Section 0405 for the Worksheet: Authorized to Transact Business and 875 Iowa Administrative Code Chapter 156 (73A), found at the following website: https://www.legis.iowa.qov/docs/iac/chapter/08-15-2018.875.156.pdf, for assistance in completing the form. 4. Bid Security: a. Use the Bid Bond Form included in Section 0410. b. Submit in accordance with 0200.2.b above. c. Bid security is 10% of the total bid, including all added alternates (do not deduct the amount of deducted alternates). d. See Section 1020, as may be supplemented, for a complete description of the bid security requirements. 5. Progress and Schedule: The following limitations shall apply to this Project: a. Contract Times: VIM 'A1J3 tp,S,pecified Start Date: -- April 13, 2020 }18313 A lid Substantial Completion: -- October 30, 2020 Final Completion: -- November 20, 2020 L Z :1 Rd L- Nv1 kridated Damages: $500.00 per day 3 1I Mccollister Boulevard Extension Project 0200 — Page 1 of 2 FILED 0200 INSTRUCTIONS TO BIDDERS 2i71 C l7 PM If: 38 McCollister Boulevard Extension PROJEC CITY CLERK 1. Optional Pre-:'d Meeting: A CITY, I0iA 1:r-i a. Time, D. e, and Location: Ja •uary 6, 2020; 10:30 a.m. Str--ts Division Conference Room 3800 apoleon Lane Iowa , Iowa 52240 2. Bid Submittals: a. Time, Date and Los:tion: January 16, 120; 3:30 p . City Clerk's 0 e 410 East Washi 'ton .treet Iowa City, Iowa 5 b. Submittals include two s- ate sealed envelopes: Envelope 1: Bis ec► ity and Bidder Status Form Envelope 2: ' oposal c. See Section 1020, may be sus slemented, for complete descriptions of proposal requirements a • conditions. 3. Bidder Status: a. Use the : :der Status Form included in -ection 0405. b. Submi accordance with 0200.2.b abov. c. See :ection 0405 for the Worksheet: Aut ized to Transact Business and 875 to , Administrative Code Chaster 156 (7 , found at the following website: ps://www.legis.iowa.gov/docs/iac/chapter/08 5-2018.875.156.pdf, for assistance in completing the form. 4. B'• Security: . Use the Bid Bond Form included in Section 0410. Submit in accordance with 0200.2.b above. c. Bid security is 10% of the total bid, including all added :Iternates (do not deduct the amount of deducted alternates). d. See Section 1020, as may be supplemented, for a complete description of the bid security requirements. 5. Progress and Schedule: The following limitations shall apply to this Project: a. Contract Times: Specified Start Date: -- April 13, 2020 Substantial Completion: -- October 30, 2020 Final Completion: -- November 20, 2020 Liquidated Damages: $500.00 per day Mccollister Boulevard Extension Project 0200— Page 1 of 2 b. Stage 2A work is considered critical to the City of Iowa City and shah .bd.=opej to traffic before August 15, 2020, as shown in the plans: Specified Start Date: -- June 15, 2020 2019 DEC 17 PH ti• Substantial Completion: -- August 7, 2020 . 38 Final Completion: -- August 15, 2020 CITY CLERK Liquidated Damages: $500.00 per day IOWA CITY. IOWA c. Work Restrictions: i. No work shall be done between 10:00 pm and 7:00 am without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. ii. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street may be closed without the Engineer's approval and said notification. d. Community Events: iii. No work shall occur on University of Iowa Home Football game days. 6. Performance, Payment and Maintenance Bond: a. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price for a period of five (5) year(s) after its completion and formal acceptance by the City Council. b. Use the Performance, Payment, and Maintenance Bond Form included in Section 0510. c. See Section 1070, Part 3, as may be supplemented, for a complete description of the bonding requirements. 7. Insurance Requirements: a. The City of Iowa City is to be listed on the required insurance certificate, as an additional insured on a primary and non-contributory basis. Review this requirement with your insurance broker prior to bidding. b. See Section 1070, Part 3, as may be supplemented, for a complete description of the insurance requirements. 8. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020 1.08 of the Supplemental Specifications. 9. Contract Compliance: a. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, as described in the Section 0520. 10. Wage Theft Policy: a. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Wage Theft Policy, as described in Section 0520. 11. References: a. The successful bidder and all of its subcontractors are required to submit at least four(4)days prior to award three(3)references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or based on past experience on projects with the City of Iowa City. b. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. Mccollister Boulevard Extension Project 0200— Page 2 of 2 FILED 0400 PROPOSAL 2019 DEC 17 PH 4: 38 McCOLLISTER BOULEVARD EXTENSION PROJECT CITY OF IOWA CITY CITY CLERK IOWA CITY. IOWA Please DO NOT USE the proposal included in the bound volume of the specifications. Separate copies of this form are contained with this document. The following documents must be submitted as printed. No alterations, additions, or deletions are allowed. If the Bidder notes a requirement in the contract documents that the Bidder believes will require a conditioned or unsolicited alternate bid, the Bidder must immediately notify the Engineer in writing. The Engineer will issue any necessary interpretation by an addendum. Name of Bidder: Address of Bidder: TO: City Clerk City of Iowa City City Hall 410 East Washington Street Iowa City, Iowa 52240 The undersigned bidder submits herewith bid security in the amount of $ , in accordance with the terms set forth in the Project Manual. The undersigned bidder, having examined and determined the scope of the Contract, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Project Manual, including Addenda , , and , and to do all work at the prices set forth herein. The undersigned bidder further proposes 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. 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 and agrees that, in the event of any discrepancies or differences between the various items included in the Contract, Supplemental Specification Section 1040, 1.03 shall govern. Mccollister Boulevard Extension Project 0400— Page 1 of 6 BID ESTIMATED EXTENDED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT 1 CLEARING AND GRUBBING UNIT 45 $ $ 2 EXCAVATION, CLASS 10, ROADWAY AND CY 37255.0 $ $ BORROW 3 BELOW GRADE EXCAVATION (CORE OUT) CY 4000.0 $ $ 4 TOPSOIL, ON-SITE CY 9511.0 $ $ 5 MODIFIED SUBBASE CY 7581.8 $ $ 6 SUBGRADE PREPARATION SY 21250.0 $ $ 7 REMOVAL OF STREET LIGHT AND BASE EACH 1 $ $ 8 REMOVAL OF ROAD CLOSURE BARRICADE EACH 1 $ $ 9 CLASS E REVETMENT TON 150.0 $ $ 10 FENCE, FIELD LF 2890.9 $ $ 11 FIELD FENCE BRACE PANELS EACH 16 $ $ 12 GATE, FIELD FENCE, 16 FT. EACH 4 $ $ 13 LIGHT POLES EACH 9 $ $ 14 ELECTRICAL CIRCUITS LF 13390.0 $ $ 15 LI-152 CONTROL CABINET EACH 2 $ $ 16 FLOWABLE MORTAR CY 95.6 $ $ 17 FLOODED BACKFILL CY 700.0 $ $ 18 SANITARY SEWER, GRAVITY MAIN, LF 1984.0 $ $ TRENCHED, PVC TRUSS, 12 IN. 19 STORM SEWER, TRENCHED, RCP, CLASS III, LF 1847.8 $ $ 15 IN. 20 STORM SEWER, TRENCHED, RCP, CLASS III, LF 788.0 $ $ 18 IN. 21 STORM SEWER, TRENCHED, RCP, CLASS III, LF 97.0 $ $ 21 IN. 22 STORM SEWER, TRENCHED, RCP, CLASS III, LF 1002.3 $ $ 24 IN. 23 STORM SEWER, TRENCHED, RCP, CLASS III, LF 22.0 $ $ 30 IN. 24 STORM SEWER REMOVAL LF 300.0 $ VM4O1 '$LI3 VMOI H110 AIM 25 PIPE CULVERT,TRENCHED,RCP,CLASS III,54 LF 336.0 $ $ z :1 14� ! - Nvr QZDZ 26 APRONS WITH GUARDS, CONCRETE, 24 IN. EACH 1 $ $ DIA. 27 APRONS WITH GUARDS, CONCRETE, 54 IN. EACH 4 $ a1I DIA. Mccollister Boulevard Extension Project 0400 — Page 2 of 6 BID ESTIMATED EXTENDED ITEM DESCR 'TION UNITS QUANTITY UNIT PRICE AMOUNT._ 1 CLEARING AND GRUBBIN • UNIT 33 $ $ EXCAVATION, CLASS 10, ROADWAY AND 20 , ' 39 2 BORROW CY 38735.0 $ CITY CLEM 3 EXCAVATION, CLASS 10,WAS CY 9452.0 $ I VY'A CITY. 10 VIA 4 TOPSOIL, ON-SITE CY 8167.0 $ $ 5 MODIFIED SUBBASE CY 3801.9 $ $ 6 SUBGRADE PREPARATION SY 21250.0 $ $ 7 REMOVAL OF STREET LIGHT AND BAS: EACH 1 $ $ 8 REMOVAL OF ROAD CLOSURE BARRICA' E EACH 1 $ $ 9 CLASS E REVETMENT TON •0.0 $ $ 10 FENCE, FIELD LF 2890.9 $ $ 11 FIELD FENCE BRACE PANELS EA• 16 $ $ 12 GATE, FIELD FENCE, 16 FT. ACH 4 $ $ 13 LIGHT POLES ' 'CH 9 $ $ 14 ELECTRICAL CIRCUITS L 13,718.0 $ $ 15 LI-152 CONTROL CABINET EAC 2 $ $ 16 FLOWABLE MORTAR CY 95.6 $ $ 17 FLOODED BACKFILL CY 700.0 $ $ 18 SANITARY SEWE' GRAVITY MAIN, LF 184.0 $ $ TRENCHED, PVC, 1 . 19 STORM SEWER 'ENCHED, RCP, CLASS III, LF 185 0 $ $ 15 IN. 20 STORM S 'ER, TRENCHED, RCP, CLASS III, LF 788.0 $ $ 18 IN. 21 STD' SEWER, TRENCHED, RCP, CLASS III, LF 97.0 $ $ 21 IN. 22 STORM SEWER, TRENCHED, RCP, CLASS III, LF 992.7 $ 24 IN. 23 STORM SEWER, TRENCHED, RCP, CLASS III, LF 22.0 $ $ 30 IN. 24 STORM SEWER REMOVAL LF 300.0 $ $ 25 PIPE CULVERT, TRENCHED, RCP, CLASS III, LF 336.0 $ $ 54 IN. 26 APRONS WITH GUARDS, CONCRETE, 24 IN. EACH 1 $ $ DIA. Mccollister Boulevard Extension Project 0400— Page 2 of 6 BID ESTIMATED EXTENDED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT 28 FOOTING FOR CONCRETE APRON PIPE EACH 5 $ $ 29 SUBDRAIN, PERFORATED PLASTIC PIPE, 6 IN. LF 7687.3 $ $ DIA. 30 SUBDRAIN OUTLET,4040.233 EACH 66 $ $ WATER MAIN, TRENCHED, DUCTILE IRON 31 LF 62.0 $ $ PIPE (DIP), 8 IN. 32 WATER MAIN, TRENCHED, DUCTILE IRON LF 4098.0 $ $ PIPE (DIP), 16 IN. 33 WATER MAIN WITH CASING PIPE,TRENCHED, LF 138.0 $ $ DUCTILE IRON PIPE (DIP), 16 IN. WATER MAIN WITH CASING PIPE, JACKED, 34 LF 88.0 $ $ DUCTILE IRON PIPE (DIP), 16 IN. 35 FITTINGS BY WEIGHT, DUCTILE IRON LB 2977 $ $ 36 CONNECTION TO EXISTING WATER MAIN EACH 3 $ $ 37 VALVE, GATE, DIP, 8 IN EACH 4 $ $ 38 VALVE, GATE, DIP, 12 IN EACH 1 $ $ 39 VALVE, BUTTERFLY, DIP, 16 IN EACH 29 $ $ 40 FIRE HYDRANT ASSEMBLY EACH 13 $ $ 41 FIRE HYDRANT ASSEMBLY REMOVAL EACH 3 $ $ 42 MANHOLE,SANITARY SEWER,6010-301,48 IN. EACH 7 $ $ 43 MANHOLE, STORM SEWER,6010-401,48 IN. EACH 2 $ $ 44 INTAKE, 6010-507 EACH 17 $ $ 45 INTAKE, 6010-509 EACH 14 $ $ 46 INTAKE, 6010-510 EACH 2 $ $ 47 INTAKE,6010-513 EACH 1 $ $ 48 MANHOLE, SANITARY SEWER, MINOR EACH 4 $ $ ADJUSTMENT 49 SANITARY MANHOLE DROP CONNECTION EACH 1 $ $ 50 CONNECTION TO EXISTING MANHOLE EACH 1 $ $ 51 16"WATER MAIN REMOVAL LF 1142.0 $ I No$�L���i�J` 52 STORM SEWER INTAKE REMOVAL EACH 6 $ Wa /� SRD OR CONCRETE SLIP PAVEMENT,PCORTLANDLA S C, SY 17620.5 $ Z :\ �aa L 1 C ���� 53 CEMENT CLASS 3 DURABILITY, 9 IN. r 54 CURB AND GUTTER LF 113.0 $ .. Mccollister Boulevard Extension Project 0400— Page 3 of 6 BID ESTIMATED F IL EXTENDED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT 27 APRONS WITH GUARDS, CONCRETE, EACH 4 $ $ 54 IN. DIA. 2019 DEC [7 PH 4: 39 28 FOOTING FOR CONCRETE APRON PIPE EACH 5 $ $ 29 SUBDRAIN, PERFORATED PLASTIC PIPE, CITY CLERK LF 7687.3 $ I y!A CI1$YY I0WA 6 IN. DIA. 30 SUBDRAIN OUTLET, 4040.233 EACH 66 $ $ WATER MAIN, THE HED, DUCTILE IRON 31 LF 75.0 $ $ PIPE(DIP), 8 IN. 32 WATER MAIN, TRENC D, DUCTILE IRON LF 4124.3 $ PIPE(DIP), 16 IN. WATER MAIN WITH CASINt PIPE, TRENCHED, 33 DUCTILE IRON PIPE LF 140.0 $ $ (DIP), 8 IN. WATER MAIN WITH CASING •IPE, JACKED, 34 DUCTILE IRON PIPE LF % .0 $ $ (DIP), 16 IN. 35 FITTINGS BY WEIGHT, DUCTILE IR• LB 7962 $ $ 36 CONNECTION TO EXISTING WATER M N EAC 2 $ $ 37 VALVE, GATE, DIP, 8 IN CH 4 $ $ 38 VALVE, BUTTERFLY, DIP, 16 IN EACH 31 $ $ 39 FIRE HYDRANT ASSEMBLY EACH 13 $ $ 40 FIRE HYDRANT ASSEMBLY REMOVA . •CH 3 $ $ 41 MANHOLE, SANITARY SEWER,60 •-301,48 IN. EAR 7 $ $ 42 MANHOLE, STORM SEWER,6F 0-401,48 IN. EACH • 2 $ $ 43 INTAKE, 6010-507 EACH 17 $ $ 44 INTAKE, 6010-509 EACH 14 $ $ 45 INTAKE, 6010-510 EACH $ $ 46 INTAKE, 6010-5 EACH 1 $ $ 47 MANHOLE, SANITARY SEWER, MINOR EACH 3 $ $ ADJUSTM- .T 48 SANITARY MANHOLE DROP CONNECTION EACH 1 $ 49 CONNECTION TO EXISTING MANHOLE EACH 1 $ $ 50 16"WATER MAIN REMOVAL LF 1132.0 $ $ 51 STORM SEWER INTAKE REMOVAL EACH 6 $ $ STANDARD OR SLIP FORM PORTLAND 52 CEMENT CONCRETE PAVEMENT, CLASS C, SY 17836.9 $ $ CLASS 3 DURABILITY, 9 IN. 53 CURB AND GUTTER LF 113.0 $ $ Mccollister Boulevard Extension Project 0400— Page 3 of 6 BID ESTIMATED EXTENDED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT 55 REMOVAL OF SIDEWALK SY 385.6 $ $ 56 SIDEWALK, P.C. CONCRETE, 6 IN. SY 2895.0 $ $ 57 SIDEWALK, P.C. CONCRETE, 8 IN. SY 5402.8 $ $ 58 SIDEWALK, P.C. CONCRETE, COLORED, 8 IN. SY 8.1 $ $ 59 DETECTABLE WARNINGS, CAST IRON, BRICK SF 784 $ $ RED 60 REMOVAL OF CURB&GUTTER STA 2.20 $ $ 61 REMOVAL OF PAVEMENT SY 4085.6 $ $ 62 FULL DEPTH PATCHES, PCC SY 291.1 $ $ 63 TRAFFIC SIGNALS LS 1.00 $ $ 64 HANDHOLES AND JUNCTION BOXES EACH 21 $ $ 65 PAINTED PAVEMENT MARKING, STA 447.03 $ $ SOLVENT/WATERBORNE 66 PAINTED SYMBOLS AND LEGENDS EACH 24 $ $ 67 TEMPORARY TRAFFIC CONTROL LS 1.00 $ $ 68 PERMANENT ROAD CLOSURE, URBAN, SI-182 EACH 4 $ $ 69 SEEDING, FERTILIZING, AND MULCHING FOR ACRE 7.5 $ $ HYDRAULIC SEEDING,TYPE 1 70 SEEDING, FERTILIZING, AND MULCHING FOR ACRE 4.5 $ $ HYDRAULIC SEEDING,TYPE 2 71 SEEDING, FERTILIZING, AND MULCHING FOR ACRE 12.0 $ $ HYDRAULIC SEEDING,TYPE 5 72 PLANTS, BY COUNT,WITH WARRANTY EACH 89 $ $ 73 SWPPP MANAGEMENT LS 1.00 $ $ 74 TURF REINFORCEMENT MAT,TYPE 2 SQ 130 $ $ ROLLED EROSION CONTROL PRODUCT,TYPE SQ 400 75 2C $ $ SILT FENCE OR SILT FENCE FOR DITCH 76 CHECKS LF 7751.0 $ \I ° REMOVAL OF SILT FENCE OR SILT FENCE 'f 01 110 77 FOR DITCH CHECKS LF 7751.0 $ $ 78 REMOVAL OF SEDIMENT LF 775.1 $ LZ :1 kAa {..� 4� ��v Z 79 ROCK CHECK DAM TON 10.0 $ el $„„ k Mccollister Boulevard Extension Project 0400— Page 4 of 6 BID ESTIMATED EXTENDED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT 54 REMOVAL OF SIDEWALK SY 385.6 $ $ 55 SIDEWALK, P.C. CONCRETE, 6 IN. SY 2886.4 $ $ 56 SIDEWALK, P.C. CONCRETE, SY 4.3 $ $ COLORED, 6 IN. 57 SIDEWALK, P.C. CO RETE, 8 IN. SY 5432.3 $ $ 58 SIDEWALK, P.C. CONCRE . SY 3.8 $ $ COLORED, 8 IN. 59 DETECTABLE WARNINGS, CAST I- ` SF 824 $ $ BRICK RED • 60 REMOVAL OF CURB&GUTTER . STA 2.20 $ $ 61 REMOVAL OF PAVEMENT SY 4085.6 $ 62 FULL DEPTH PATCHES, PCC 291.1 $ $ 63 TRAFFIC SIGNALS LS ` 1.00 $ $ 64 HANDHOLES AND JUNCTION BOXES EACH 27 $ $ 65 PAINTED PAVEMENT MARKING, STA 43k :3 $ $ SOLVENT/WATERBORNE 66 PAINTED SYMBOLS AND LEGENDS E• H 39 $ $ 67 TEMPORARY TRAFFIC CONTROL ' LS 1.00 $ 68 PERMANENT ROAD CLOSURE, URBAN, SI-1% EACH 4 $ $ SEEDING, FERTILIZING, AND 69 MULCHING FOR HYDRAULIC SEEDING ACRE 7.5 $ $ TYPE 1 SEEDING, FERTILIZING,AND 70 MULCHING FOR HYDRAULIC SE.'IING, ACRE 4.5 $ $ TYPE 2 SEEDING, FERTILIZING,AND, 71 MULCHING FOR HYDRAU SEEDING, ACRE 12.0 $ $ TYPE 5 72 PLANTS, BY COUNT, H WARRANTY EACH 145 $ $ 73 SWPPP MANAGEM. T LS 1.00 $ $ 74 TURF REINFORC' MENT MAT, TYPE 2 SQ 130 $ $ ROLLED ERO' ON CONTROL PRODUCT, 75 TYPE 2C SQ 400 $ $ SILT FENCE OR SILT FENCE FOR DITCH 76 CHECKS LF 4716.0 $ $ 4 REMOVAL OF SILT FENCE OR SILT FENCE `� 77 FOR DITCH CHECKS LF 4716.0 $ r>- $� "i" 78 REMOVAL OF SEDIMENT LF 471.6 $ ..;..I 1 v--- .7.<r 1 Mccollister Boulevard Extension Project vp4ota- Page 4rof-f BID ESTIMATED EXTENDED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT 80 SILT BASINS EACH 4 $ $ 81 REMOVAL OF SILT BASINS EACH 4 $ $ 82 INLET PROTECTION DEVICE, OPEN-THROAT EACH 33 $ $ CURB INTAKE SEDIMENT FILTER 83 MAINTENANCE OF INLET PROTECTION EACH 33 $ $ DEVICE 84 CONSTRUCTION SURVEY LS 1.00 $ $ 85 MOBILIZATION LS 1.00 $ $ 86 PAVEMENT, PCC, 4 IN. COLORED, STAMPED, SY 104.6 $ $ MEDIAN AND SPLITTER ISLAND TOTAL EXTENDED AMOUNT= $ The Bidder may submit computer-generated unit price table in accordance with the Special Provisions. 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: NAME OF SUBCONTRACTORS TYPE OF WORK APPROXIMATE COSTS NOTE: All subcontractors are subject to approval by City of Iowa City. 4\ ,t -13 LZ \ftrl ke :i �aa I - r ogol Mccollister Boulevard Extension Project 0400 — Page 5 of 6 BID ESTIMATED EXTENDED ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT 79 ROCK CHECK DAM TON 10.0 $ $ 80 SILT BASINS EACH 4 $ $ 81 REMOVAL OF ' LT BASINS EACH 4 $ $ 82 INLET PROTECT •N DEVICE, OPEN- EACH 33 $ $ THROAT CURB IN •KE SEDIMENT FILTER 83 MAINTENANCE 0 INLET PROTECTION EACH 33 $ $ DEVICE 84 CONSTRUCTION SURV.Y LS 1.00 $ $ 85 MOBILIZATION LS 1.00 $ $ PAVEMENT, PCC, 4 IN. COLORED, STAMPED, 86 SY 67.0 MEDIAN AND SPLITTER ISLA 9 $ $ TOT• XTENDED AMOUNT= $ The Bidder may submit computer-generated unit • ce table in accordance with the Special Provisions. The names of those persons, firms, corn. -ni- or other parties with whom we intend to enter into a subcontract, together with the type of su► ontracted work and approximate dollar amount of the subcontract, are as follows: NAME OF SUBCONTRACTOR TY° OF WORK APPROXIMATE COSTS N P1 t-) 7._. 724 z<r m NOTE: All subcontractors are subject to approval by City of Iowa City. o lY' W Mccollister Boulevard Extension Project 0400— Page 5 of 6 The undersigned Bidder is a/an: ❑ Individual, Sole Proprietorship ❑ Partnership ❑ Corporation ❑ Limited Liability Company ❑ Joint venture ❑ Other Its Public Registration Number issued by the Iowa Commissioner of Labor, pursuant to Section 91 C.5 of the Iowa Code is: Failure to provide said Registration Number shall result in the bid being read under advisement. A contract will not be executed until the Contractor is registered to do business in the State of Iowa. Bidder's Name Signature Printed Name Title Street Address rri r-) .._.. City, State, Zip Code „-C rn rn -n Telephone Number w ua NOTE:The signature on this proposal must be an original signature in ink; copies, facsimiles, or electronic signatures will not be accepted. Mccollister Boulevard Extension Project 0400— Page 6 of 6 0405 BIDDER STATUS FORM All bidders must submit the following completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. To be completed by all bidders Part A ❑Yes ❑No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized,please review the Worksheet:Authorization to Transact Business). ❑Yes 0 No My company has an office to transact business in Iowa. ❑Yes 0 No My company's office in Iowa is suitable for more than receiving mail,telephone calls,and e-mail. ❑Yes 0 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 subsidiary of 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 non-resident bidder.Please complete Parts C and D of this form. To be completed by resident bidders Part B Dates: to Address: (mm/dd/yyyy) City, State,Zip Code: Dates: to Address: (mm/dd/yyyy) City,State,Zip Code: Dates: to Address: (mm/dd/yyyy) City, State,Zip Code: You may attach additional sheet(s)if needed. To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: O 2. Does your company's home state or foreign country offer preference to bidders who are reside IMYes ❑No 3. If you answered"Yes"to question 2,identify each preference offered by your company's homE3fa orZo eignFlit)/and the appropriate legal citation. t— in rn C., You may attach additional sheet(s)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. Firm Name: Signature: Date: Mccollister Boulevard Extension Project 0405 — Page 1 of 2 WORKSHEET: AUTHORIZATION TO TRANSACT BUSINESS This worksheet may be used to help complete Part A 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. ❑ 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 filed 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 is 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 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. ❑ Yes ❑ No My business is a limited liability company whose certificate of orgariiiati¢:�is filed in Iowa and has not filed a statement of termination. - t ❑ Yes ❑ No My business is a limited liability company whose certificate of arWri,ization is Tiled in a state other than Iowa, has received a certificate of authority to transact business in certiftate has not been revoked or canceled. Mccollister Boulevard Extension Project 0405— Page 2 of 2 0410 BID BOND FORM McCOLLISTER BOULEVARD EXTENSION PROJECT CITY OF IOWA CITY , 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 amount of 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 McCollister Boulevard Extension Project. 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 security 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 security shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the security, as provided in the Project Manual or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its security 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 security this day of , A.D., 20 . (Seal) Witness Principal cD n . By: _ (Tic= `rr, -v (S Surety -;) —� By: Witness (Attorney-in-fact) I' Attach Power-of-Attorney, if applicable Mccollister Boulevard Extension Project 0410— Page 1 of 1 0500 CONTRACT McCOLLISTER BOULEVARD EXTENSION PROJECT CITY OF IOWA CITY THIS CONTRACT 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 Contract dated the 6th day of January, 2020, for the McCollister Boulevard Extension ("Project"), and WHEREAS, the City publicly solicited bids for construction of said Project; and WHEREAS, Contractor submitted a bid on the Project described in said Project Manual; and WHEREAS, the parties hereto now wish to enter into this Contract for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Proposal including the total extended amount of $ which sums are incorporated herein by this reference. 2. This Contract consists of the Contract Documents, as defined in the Section 1010, 1.03, and the following additional component parts which are incorporated herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto; and b. Contractor's Completed Contract Compliance Program (Anti- Discrimination Requirements)Assurance, if applicable, pursuant to Section 0200, attached hereto; and c. Contractor's Completed Wage Theft Affidavit, if applicable, , rsuant to Section 0200, attached hereto. The above components are deemed complementary and what is calipr one.alabll be as binding as if called for by all. (-)-- m a Mccollister Boulevard Extension Project 0500 — Page 1 of 2 0500 CONTRACT McCOLLISTER BOULEVARD EXTENSION PROJECT CITY OF IOWA CITY TH CONTRACT is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor"). WHEREA e City has prepared certain Plans, pecifications, Proposal and Contract dated the 27th day of vember, 2019, for the McCollister oulevard Extension ("Project"), and WHEREAS, the Cit blicly solicited bids for c struction of said Project; and WHEREAS, Contractor sip itted a bid on th Project described in said Project Manual; and WHEREAS, the parties hereto no' ::wish t9 enter into this Contract for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agr es to perform the Project for the sums listed in its Proposal including the t- al extendedmount of $ which sums are incorporated herein by thistv,eference. 2. This Contract consi of the Contract Docume , as defined in the Section 1010, 1.03, and the folio,fi ng additional component pa '-,,which are incorporated herein by reference: a. Contra: or's Completed Bidder Status Form; atta ed hereto; and b. Con actor's Completed Contract Compliance Program (Anti- Dis imination Requirements)Assurance, if applicable, • suant to Section 0 JO, attached hereto; and c. ontractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is called for by one shall be as binding as if called for by all. a C ' `=i C) --tom 1 Mccollister Boulevard Extension Project 0500— Page 1 of 2 3. The names of subcontractors acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): NAME QUANTITY UNIT PRICE TOTAL AMOUNT DATED this day of , 20 City Contractor By: By: Signature of City Official Signature of Contractor Officer Printed Name of City Official Printed Name of Contractor Officer Title of Contractor Officer ATTEST: ATTEST: By: By: City Clerk (for Formal Projects only) (Company Official) APPROVED BY: City Attorneys Office w 0 =a c-7 � --- r •rn -o x Mccollister Boulevard Extension Project 0500— Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND McCOLLISTER BOULEVARD EXTENSION PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, , as Principal (hereinafter the "Contractor" or "Principal") and as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of dollars ($ ), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns,jointly or severally, firmly by these presents. c The conditions of the above obligations are such that whereas said ContractQ--meter into,a ` contract with the Jurisdiction, bearing date the day of y' , (hereinafter the "Contract") wherein said Contractor undertakes`and ages construct the following described improvements: '` -, Excavation,17,500 YDS of PCC pavement, 8,300 YDS of sidewalk, storm sewer;zanit8ry sewer, 4,000 LF of water main and appurtenances, and other miscellaneous work locatal between Gilbert Street and Sycamore Street, just south of Langenberg Avenue. "T To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to-wit: 1. PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the Mccollister Boulevard Extension Project 0510- Page 1 of 4 improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of five year(s) (5) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good repair; and C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less than five years after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way but shall include the actual and reasonable costs and expenses incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense"would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorney's fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction will be fully indemnified so that it will be put into the position it would have peen in had the Contract been performed in the first instance as required. rry 4 h Mccollister Boulevard Extension Project 05011- Page 2 of-4. In the event the Jurisdiction incurs any "outlay and expense" in defending itself against any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation under this bond shall not exceed 125% of the penal sum of this bond. In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree, jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. NOW THEREFORE, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond and the Contract; second, if not defined in the Bond or Contract, it shall be interpreted or construed as defined in applicable provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract is hereby made a part of this Bond. n _-� r rn � w Mccollister Boulevard Extension Project 0510— Page 3 of 4 PRINCIPAL: SURETY: Printed Name of Contractor Officer Surety Company Name By By Signature of Contractor Officer Signature of Attorney-in-Fact Officer Title of Contractor Officer Printed Name of Attorney-in-Fact Officer Company Name of Attorney-in-Fact Company Address of Attorney-in-Fact City, State, Zip Code of Attorney-in-Fact Telephone Number of Attorney-in-Fact NOTE: 1. All signatures on this performance, payment, and maintenance bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. 2. This bond must be sealed with the Surety's raised, embossing seal. 3. The Certificate or Power of Attorney accompanying this bond must be valid on its face and sealed with the Surety's raised, embossing seal. 4. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this bond must be exactly as listed on the Certificate or Power of Attorney accompanying this bond. ;a -; c") ryl I / RiWW� • I in N� W Mccollister Boulevard Extension Project 0510— Page 4 of 4 0520 CONTRACT COMPLIANCE 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 Extractor, consultant and vendor compliance during the course of the contract with:tt Cit -=i C.) 6. All contractors, vendors, and consultants must refrain from the user-mf<any-signs; or designations which are sexist in nature, such as those which state " Wo`r'king'". "Flagman Ahead," and instead use gender neutral signs. =-` 7. All contractors, vendors, and consultants must assure that their subcorit ctors•abideby the City's Human Rights Ordinance. The City's protected classes are listed atwa City City Code section 2-3-1. Mccollister Boulevard Extension Project 0520— Page 1 of 6 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 2 THROUGH 3 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.) 1. 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. 2. 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 seq.) 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) ry Phone Number Street Address--) City, State, Zip #e Mccollister Boulevard Extension Project 0520— Page 2 of 6 5. 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. 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 are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Title Print Name Date o4-0.,r c rrl rn � o X) fir..,7 D w Mccollister Boulevard Extension Project 0520— Page 3 of 6 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES 1. 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, EM loyment Opportunity program. All employees authorized to hire, supervise, prorpot ; orLdischarge.. employees or are involved in such actions should be trained and required-to con ply With your policy and the current equal employment opportunity laws. --;(") rn rr 4. RECRUITMENT ra - (a) Let potential employees know you are an equal opportunity emplgyxer. Th,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 major job 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 Mccollister Boulevard Extension Project 0520— Page 4 of 6 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. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. 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 can be found at: http://www.sterlindcodifiers.com/codebook/index.php?book id=953. 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. r-n rr y.' W LD Mccollister Boulevard Extension Project 0520— Page 5 of 6 SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY To all employees of This Company and its employees shall not discriminate against any employee or applicant for employment based on his or her age, color, creed, disability, national origin, gender identity, marital status, race, religion, sex, or sexual orientation. The anti-discrimination policy extends to decisions involving hiring, 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. Further, this Company and its employees will provide a working environment free from such discrimination. All employees are encouraged to refer minority and women applicants and applicants with disabilities for employment. The Equal Employment Opportunity Officer for the is: Name: Address: Telephone: NOTE: This is a SAMPLE ONLY. You may wish to confer with your EEO officer or legal counsel to formulate a policy which specifically meets the needs of your company. C: `.n n h ---1 f" f `r "TJ W Mccollister Boulevard Extension Project 0520— Page 6 of 6 0530 WAGE THEFT POLICY It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364 adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary economic development assistance to, any person or entity (including an owner of more than 25% of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance,which governs the payment of wages,for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter"Wage Theft Policy") Application. The Wage Theft Policy applies to the following: a. Contracts in excess of$25,000 for goods, services or public improvements. b. Contracts for discretionary economic development assistance. "Discretionary" economic development assistance shall mean any economic development assistance provided by the City of Iowa City that is not required by law. II. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. III. Affidavit. The contracting entity must complete the attached affidavit showing compliance with the Wage Theft Policy and provide it to the Contracting Department prior to the execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, within the five (5) year period prior to the award or at any time after the award, such violation shall constitute a default under the contract. IV. Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage Theft Policy it may submit a request in writing indicating that one or more of the following actions have been taken: a. There has been a bona fide change in ownership or control of the ineligiblp,person or entity; b. Disciplinary action has been taken against the individual(s) responsible fore acts giving rise to the violation(s); - =; c. Remedial action has been taken to prevent a recurrence of the aCtsgiving.rise f"o„;: the disqualification or default; or ern rn d. Other factors that the person or entity believes are relevant. c?a ca Mccollister Boulevard Extension Project 0530- Page 1 of 3 The City Manager or Designee shall review the documentation submitted, make any inquiries deemed necessary, request additional documentation if warranted and determine whether a reduction in the ineligibility period or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver of the ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. CD c? FA -T1 D--4 C) .‹r -o rn o t,- 0 Mccollister Boulevard Extension Project 0530— Page 2 of 3 WAGE THEFT AFFIDAVIT STATE OF ss: COUNTY I, , upon being duly sworn, state as follows: 1. I am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither [contracting entity] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. Signature This record was acknowledged before me on c (date) by , (name of individual) =c? o as (type of authority, such as offiQ4 trustee) -o rn of (name of party on behalf of whsi- ki,a r ord was executed) c t Signature Notary Public in and for the State of Mccollister Boulevard Extension Project 0530- Page 3 of 3 • SUDAS STANDARD SPECIFICATIONS The City of Iowa City has adopted the SUDAS Standard Specifications for use on all public improvement projects and construction within the public right-of-way. The SUDAS Standard Specifications are incorporated herein by reference. Copies of the current version of the SUDAS Standard Specifications Manual can be obtained from the SUDAS website at: https://iowasudas.orq/manuals/specifications-manual/. These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. Previous editions of the SUDAS Standard Specifications can be found here: https://iowasudas.orq/archived-specifications/. ti a mr7't c, — .... =-�c_) —u t r-i rn ac Mccollister Boulevard Extension Project Page 1 of 1 GENERAL SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the General Supplemental Specifications for use on all public improvement projects and construction within the public right-of-way. The General Supplemental Specifications are incorporated by reference. Copies of the General Supplemental Specifications can be obtained from the website at: https://iowasudas.orq/supplemental-specifications/. These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. N rn r,.< act- - rn Mccollister Boulevard Extension Project Page 1 of 1 SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the Supplemental Specifications to the 2019 Edition of the SUDAS Standard Specifications Manual for use on all public improvement projects and construction within the public right-of-way. The Supplemental Specifications are incorporated herein by reference. Copies of the current version can be obtained at: https://www.iowa- citY.orq/weblink/0/edoc/1845668/CIC%20Supplemental%20Specs.pdf or are available in the City Engineering Division Office. O �-4 C) �crn_20 -� rn Mccollister Boulevard Extension Project Page 1 of 1 SPECIAL PROVISIONS The City of Iowa City allows bidders to submit a computer-generate attachment, hereinafter referred to as unit price attachment, in lieu of completing that portion of the Proposal identifying the bid items, description, unit, quantity, and unit prices. See Section 1020, 1.09.B, for details on preparing a computer-generated unit price attachment. For all work related to underground conduit for future fiber optic cable installation, the ITS Outside Plant Standards and Specifications are incorporated herein by reference. Copies of the current version are available in the City Engineering Division Office. Q - ( ) ...r..� -<<` --0 m r+n Mccollister Boulevard Extension Project Page 1 of 1 PLANS Under Separate Cover r•D ca rri c� r -G rn ;C rn Mccollister Boulevard Extension Project Page 1 of 1 I r t .:.®gm :Air January 7, 2020 CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240- 1826 (319)356- 5000 City Clerk (319)356- 5009 FAX City of Iowa City, Iowa www.icgov.org Re: McCollister Boulevard Extension Dear City Clerk: The estimate of cost, as prepared by AECOM of Waterloo, IA for the McCollister Boulevard Extension is $3,911,000.00. Sincerely, /2 Q tk £T c Melissa A. Clow Special Projects Administrator _ *c-.) a 7>=4 — m o w ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS McCollister Boulevard Extension City of Iowa City January 6,2020 , ,. Item No. Item Unit 202o Uflicg7 jO intz 2- Total 1 CLEARING AND GRUBBING UNIT U Jf�`R 2 0 (;}�45.0 $1,440.00 2 EXCAVATION,CLASS 10,ROADWAY AND BORROW CY CI 1$7.0L 1-E�37255.0 $260,785.00 3 BELOW GRADE EXCAVATION(CORE OUT) CY [11`i 1 ;E D Y. 1 d $60,000.00 4 TOPSOIL,ON-SITE CY $7.00 9511.0 $66,577.00 5 MODIFIED SUBBASE CY $32.00 7581.8 $242,617.60 6 SUBGRADE PREPARATION SY $2.00 21250.0 $42,500.00 7 REMOVAL OF STREET LIGHT AND BASE EACH $400.00 1.0 $400.00 8 REMOVAL OF ROAD CLOSURE BARRICADE EA $500.00 1.0 $500.00 9 CLASS E REVETMENT T $45.00 150.0 $6,750.00 10 FENCE,FIELD LF $4.00 2890.9 $11,563.60 11 FIELD FENCE BRACE PANELS EACH $300.00 16.0 $4,800.00 12 GATE,FIELD FENCE,16 FT. EACH $325.00 4.0 $1,300.00 13 LIGHT POLES ' EACH $4,000.00 9.0 $36,000.00 14 ELECTRICAL CIRCUITS LF $7.00 13390.0 $93,730.00 15 LI-152 CONTROL CABINET �' EACH $11,000.00 2.0 $22,000.00 16 FLOWABLE MORTAR 'a- CY $155.00 95.6 $14,818.00 17 FLOODED BACKFILL 4' CY $31.00 700.0 $21,700.00 18 SANITARY SEWER,GRAVITY MAIN,TRENCHED,PVC TRUSS,12 IN. LF $110.00 1984.0 $218,240.00 19 STORM SEWER,TRENCHED,RCP,CLASS III,15 IN. LF $67.00 1847.8 $123,802.60 20 STORM SEWER,TRENCHED,RCP,CLASS III,18 IN. • LF $62.00 788.0 $48,856.00 21 STORM SEWER,TRENCHED,RCP,CLASS III,21 IN. LF $93.00 97.0 $9,021.00 22 STORM SEWER,TRENCHED,RCP,CLASS III,24 IN. LF $84.00 1002.3 $84,193.20 23 STORM SEWER,TRENCHED,RCP,CLASS III,30 IN. LF $91.00 22.0 $2,002.00 24 STORM SEWER REMOVAL F $20.00 300.0 $6,000.00 25 PIPE CULVERT,TRENCHED,RCP,CLASS III,54 IN. L $285.00 336.0 $95,760.00 26 APRONS WITH GUARDS,CONCRETE,24 IN.DIA. EACH $1,200.00 1.0 $1,200.00 27 APRONS WITH GUARDS,CONCRETE,54 IN.DIA. EACH $3,000.00 4.0 $12,000.00 28 FOOTING FOR CONCRETE APRON PIPE M EACH $1,500.00 5.0 $7,500.00 29 SUBDRAIN,PERFORATED PLASTIC PIPE,6 IN.DIA. ' LF $12.00 7687.3 $92,247.60 30 SUBDRAIN OUTLET,4040.233 EACH '. •0.00 66.0 $12,540.00 31 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),8 IN. LF $55.00 62.0 $3,410.00 32 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),16 IN. ' LF $100.00 4098.0 $409,800.00 33 WATER MAIN WITH CASING PIPE,TRENCHED,DUCTILE IRO .'PE (DIP),8IN. LF $180.00 138.0 $24,840.00 34 WATER MAIN WITH CASING PIPE,JACKED,DUCTILE IRON: •E (DIP),16 IN. LF $275.00 88.0 $24,200.00 35 FITTINGS BY WEIGHT,DUCTILE IRON LB $10.00 2977.0 $29,770.00 36 CONNECTION TO EXISTING WATER MAIN EACH $1,500.00 3.0 $4,500.00 37 VALVE,GATE,DIP,8 IN EACH $1,400.00 4.0 $5,600.00 38 VALVE,GATE,DIP,12 IN EACH $1,900.00 1.0 $1,900.00 39 VALVE,BUTTERFLY,DIP,16 IN EACH $2,500.00 29.0 $72,500.00 40 FIRE HYDRANT ASSEMBLY EACH $6,500.00 13.0 $84,500.00 41 FIRE HYDRANT ASSEMBLY REMOVAL EACH $1,500.00 3.0 $4,500.00 42 MANHOLE,SANITARY SEWER,6010-301,48 IN. EACH $5,000.00 7.0 $35,000.00 43 MANHOLE,STORM SEWER,6010-401,48 IN. EACH $3,800.00 2.0 $7,600.00 44 INTAKE,6010-507 EACH $4,000.00 17.0 $68,000.00 45 INTAKE,6010-509 EACH $5,000.00 14.0 $70,000.00 46 INTAKE,6010-510 EACH $6,000.00 2.0 $12,000.00 47 INTAKE,6010-513 EACH $5,000.00 1.0 $5,000.00 48 MANHOLE,SANITARY SEWER,MINOR ADJUSTMENT EACH $1,500.00 4.0 $6,000.00 49 SANITARY MANHOLE DROP CONNECTION EACH $10,000.00 1.0 $10,000.00 50 CONNECTION TO EXISTING MANHOLE EACH $1,100.00 1.0 $1,100.00 51 16"WATER MAIN REMOVAL LF $20.00 1142.0 $22,840.00 52 STORM SEWER INTAKE REMOVAL EACH $1,000.00 6.0 $6,000.00 53 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT,CLASS C,CLASS 3 DURABILITY,9 IN. SY $40.00 17620.5 $704,820.00 54 CURB AND GUTTER LF $32.00 113.0 $3,616.00 55 REMOVAL OF SIDEWALK SY $9.00 385.6 $3,470.40 56 SIDEWALK,P.C.CONCRETE,6 IN. SY $40.00 2895.0 $115,800.00 57 SIDEWALK,P.C.CONCRETE,8 IN. SY $50.00 5402.8 $270,140.00 58 SIDEWALK,P.C.CONCRETE,COLORED,8 IN. SY $75.00 8.1 $607.50 59 DETECTABLE WARNINGS,CAST IRON,BRICK RED SF $40.00 784.0 $31,360.00 60 REMOVAL OF CURB&GUTTER STA $750.00 2.2 $1,650.00 61 REMOVAL OF PAVEMENT SY $7.00 4085.6 $28,599.20 62 FULL DEPTH PATCHES,PCC SY $110.00 291.1 $32,021.00 63 TRAFFIC SIGNALS LS $250,000.00 1.0 $250,000.00 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS McCollister Boulevard Extension City of Iowa City January 6,2020 64 HANDHOLES AND JUNCTION BOXES EACH $1,000.00 21.0 $21,000.00 65 PAINTED PAVEMENT MARKING,SOLVENT/WATERBORNE STA $80.00 447.0 $35,760.00 66 PAINTED SYMBOLS AND LEGENDS EACH $100.00 24.0 $2,400.00 67 TEMPORARY TRAFFIC CONTROL LS $5,000.00 1.0 $5,000.00 68 PERMANENT ROAD CLOSURE,URBAN,SI-182 EACH $750.00 4.0 $3,000.00 69 SEEDING,FERTILIZING,AND MULCHING FOR HYDRAULIC SEEDING,TYPE 1 ACRE $1,000.00 7.5 $7,500.00 70 SEEDING,FERTILIZING,AND MULCHING FOR HYDRAULIC SEEDING,TYPE 2 ACRE $2,500.00 4.5 $11,250.00 71 SEEDING,FERTILIZING,AND MULCHING FOR HYDRAULIC SEEDING,TYPE 5 ACRE $850.00 12.0 $10,200.00 72 PLANTS,BY COUNT,WITH WARRANTY EACH $385.00 89.0 $34,265.00 73 SWPPP MANAGEMENT LS $5,000.00 1.0 $5,000.00 74 TURF REINFORCEMENT MAT,TYPE 2 SQ $30.00 130.0 $3,900.00 75 ROLLED EROSION CONTROL PRODUCT, •E 2C SQ $25.00 400.0 $10,000.00 76 SILT FENCE OR SILT FENCE FOR DITCH CHEC' LF $1.50 7751.0 $11,626.50 77 REMOVAL OF SILT FENCE OR SILT FENCE FOR DI H CHECKS IF $0.25 7751.0 $1,937.75 78 REMOVAL OF SEDIMENT LF $0.50 775.1 $387.55 79 ROCK CHECK DAM TON $20.00 10.0 $200.00 80 SILT BASINS EACH $275.00 4.0 $1,100.00 81 REMOVAL OF SILT BASINS EACH $160.00 4.0 $640.00 82 INLET PROTECTION DEVICE,OPEN-THROAT CURB INTAKE SE' ENT FILTER EACH $35.00 33.0 $1,155.00 83 MAINTENANCE OF INLET PROTECTION DEVICE EACH $25.00 33.0 $825.00 84 CONSTRUCTION SURVEY LS $25,000.00 1.0 $25,000.00 85 MOBILIZATION LS $150,000.00 1.0 $150,000.00 86 PAVEMENT,PCC,4 IN.COLORED,STAMPED,MEDIAN AND SPLITTER IS.•ND SY $150.00 104.6 $15,690.00 TOTAL CONSTRUCTION COST $4,309,825 _ t1�, - -cC� A-- ' 1 --1 .Z" ---i C) '`.1 F" vc rn T C7 -ID " f N (.) ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS „'• MCCOLLISTER BOULEVARD EXTENSION •.. IOWA CITY,IOWA ' ED DECEMBER 17,2019 Jn ] ITEM NO ITEM UNIT UNIT It L C /9ANt�iYt TOTAL 1 CLEARING AND GRUBBING UNIT 35.00 '3100 t' 1-X5.00 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY P.07 ,, 8,735.00 1 ,205.00 3 EXCAVATION, CLASS 10, WASTE CY j4 5. Hf f 06- 56,712.00 4 TOPSOIL, ON-SITE 5 MODIFIED SUBBASE CY 32.00 /�37,801L1913;'' 121,660.80 6 SUBGRADE PREPARATION SY 2.00 21,250.00 42,500.00 7 REMOVAL OF STREET LIGHT AND BASE EACH 1,000.00 1.00 1,000.00 8 REMOVAL OF ROAD CLOSURE BARRICADE EACH 1,000.00 1.00 1,000.00 9 CLASS E REVETMENT TON 50.00 150.00 7,500.00 10 FENCE, FIELD LF 4.00 2,890.90 11,563.60 11 FIELD FENCE BRACE PANELS EACH 300.00 16.00 4,800.00 12 GATE, FIELD FENCE, 16 FT. EACH 1,500.00 4.00 6,000.00 13 LIGHT POLESEACH 3,500.00 10.00 35,000.00 14 ELECTRICAL CIRCUITS LF 10.00 13,718.00 137,180.00 15 LI-152 CONTROL CABINET EACH 10,000.00 2.00 20,000.00 16 FLOWABLE MORTAR 4' CY 150.00 95.60 14,340.00 17 FLOODED BACKFILL CY 35.00 700.00 24,500.00 18 SANITARY SEWER, GRAVITY MAIN, TRENCHED, PVC, 12 IN. LF 110.00 1,984.00 218,240.00 19 STORM SEWER, TRENCHED, RCP, CLASS III, 15 IN. LF 70.00 1,851.00 129,570.00 20 STORM SEWER, TRENCHED, RCP, CLASS III, 18 IN. LF 70.00 788.00 55,160.00 21 STORM SEWER, TRENCHED, RCP, CLASS III, 21 IN. LF 95.00 97.00 9,215.00 22 STORM SEWER, TRENCHED, RCP, CLASS III, 24 IN. LF 85.00 992.70 84,379.50 23 STORM SEWER, TRENCHED, RCP, CLASS III, 30 IN. LF 95.00 22.00 2,090.00 24 STORM SEWER REMOVAL LF 20.00 300.00 6,000.00 25 PIPE CULVERT, TRENCHED, RCP, CLASS III, 54 IN. LF 250.00 336.00 84,000.00 26 APRONS WITH GUARDS, CONCRETE, 24 IN. DIA. EACH 1,200.00 1.00 1,200.00 27 APRONS WITH GUARDS, CONCRETE, 54 IN. DIA. EACH 3,000.00 4.00 12,000.00 28 FOOTING FOR CONCRETE APRON PIPE EACH 1,000.00 5.00 5,000.00 29 SUBDRAIN, PERFORATED PLASTIC PIPE, 6IN. DIA. LF 12.00 7,687.30 92,247.60 30 SUBDRAIN OUTLET, 4040.233 EACH 200.00 66.00 13,200.00 31 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 8 IN. \ LF 80.00 75.00 6,000.00 32 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 16 IN. LF 100.00 4,124.30 412,430.00 33 WATER MAIN WITH CASING PIPE, TRENCHED, DUCTILE IRON PIP LF 150.00 140.00 21,000.00 (DIP), 8 IN. - 34 WATER MAIN WITH CASING PIPE, TRENCHED, DUCTILE IRON P E LF 200.00 63.00 12,600.00 (DIP), 16 IN. 11 35 FITTINGS BY WEIGHT, DUCTILE IRON , LB 10.00 7,962.00 79,620.00 36 CONNECTION TO EXISTING WATER MAIN EACH 5,000.00 2.00 10,000.00 37 VALVE, GATE, DIP, 8 IN ' CH 2,000.00 4.00 8,000.00 38 VALVE, BUTTERFLY, DIP, 16 IN E 2,500.00 31.00 77,500.00 39 FIRE HYDRANT ASSEMBLY EAC 5,000.00 13.00 65,000.00 40 FIRE HYDRANT ASSEMBLY REMOVAL EACH 1,000.00 3.00 3,000.00 41 MANHOLE, SANITARY SEWER, 6010-301, 48 IN. EACH 5,000.00 7.00 35,000.00 42 MANHOLE, STORM SEWER, 6010-401,48 IN. EACH 5,000.00 2.00 10,000.00 43 INTAKE, 6010-507 EACH 4,000.00 17.00 68,000.00 44 INTAKE, 6010-509 EACH 5,000.00 14.00 70,000.00 45 INTAKE, 6010-510 EACH 6,000.00 2.00 12,000.00 46 INTAKE, 6010-513 EACH 6,000.00 1.00 6,000.00 47 MANHOLE, SANITARY SEWER, MINOR A STMENT EACH 1,500.00 3.00 4,500.00 48 SANITARY MANHOLE DROP CONNECTION EACH 10,000.00 1.00 10,000.00 49 CONNECTION TO EXISTING MANHOLE EACH 5,000.00 1.00 5,000.00 50 16" WATER MAIN REMOVAL LF 20.00 1,132.00 22,640.00 51 STORM SEWER INTAKE REMOVAL EACH 1,000.00 6.00 6,000.00 52 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, SY 40.00 17,836.90 713,476.00 CLASS 3 DURABILITY, 9 IN. 53 CURB AND GUTTER LF 32.00 113.00 3,616.00 54 REMOVAL OF SIDEWALK SY 9.00 385.60 3,470.40 55 SIDEWALK, P.C. CONCRETE, 6 IN. SY 40.00 2,886.40 115,456.00 56 SIDEWALK, P.C. CONCRETE, COLORED, 6 IN. SY 80.00 4.30 344.00 57 SIDEWALK, P.C. CONCRETE, 8 IN. SY 60.00 5,432.30 325,938.00 58 SIDEWALK, P.C. CONCRETE, COLORED, 8 IN. SY 100.00 3.80 380.00 59 DETECTABLE WARNINGS, CAST IRON, BRICK RED SF 40.00 824.00 32,960.00 60 REMOVAL OF CURB & GUTTER STA 750.00 2.20 1,650.00 61 REMOVAL OF PAVEMENT SY 7.00 4,085.60 28,599.20 62 FULL DEPTH PATCHES, PCC SY 125.00 291.10 36,387.50 63 TRAFFIC SIGNALS LS 250,000.00 1.00 250,000.00 64 HANDHOLES AND JUNCTION BOXES EACH 1,000.00 27.00 27,000.00 65 PAINTED PAVEMENT MARKING, SOLVENT/WATERBORNE STA 80.00 430.83 34,466.40 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS MCCOLLISTER BOULEVARD EXTENSION IOWA CITY,IOWA DECEMBER 17,2019 ITEM NO ITEM UNIT UNIT PRICE QUANTITY TOTAL 66 PAINTED SYMBOLS AND LEGENDS EACH 100.00 39.00 3,900.00 67 TEMPORARY TRAFFIC CONTROL LS 5,000.00 1.00 5,000.00 68 PERMANENT ROAD CLOSURE, URBAN, SI-182 EACH 750.00 4.00 3,000.00 69 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 1 ACRE 2,000.00 7.50 15,000.00 70 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 2 ACRE 2,500.00 4.50 11,250.00 71 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING, TYPE 5 ACRE 2,000.00 12.00 24,000.00 72 PLANTS, BY COUNT, WITH WARRANTY EACH 500.00 145.00 72,500.00 _ 73 SWPPP MANAGEMENT LS , 5,000.00 1.00 5,000.00 74 TURF REINFORCEMENT MAT, TYPE 2 50.00 130.00 6,500.00 75 ROLLED EROSION CONTROL PRODUCT, TYPE 2C Q 50.00 400.00 20,000.00 76 SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 2.00 4,716.00 9,432.00 77 REMOVAL OF S FENCE OR SILT FENCE FOR DITCH CHECKS LF 1.00 4,716.00 4,716.00 78 REMOVAL OF SEDI T LF 0.50 471.60 235.80 79 ROCK CHECK DAM TON 150.00 20.00 3,000.00 80 SILT BASINS EACH 300.00 4.00 1,200.00 81 REMOVAL OF SILT BASINS EACH 2O0.00 4.00 800.00 82 INLET PROTECTION DEVICE, 0 -THROAT CURB INTAKE SEDIMENT FILT EACH 100.00 33.00 3,300.00 83 MAINTENANCE OF INLET PROTECT DEVICE EACH 25.00 33.00 825.00 84 CONSTRUCTION SURVEY LS 25,000.00 1.00 25,000.00 85 MOBILIZATION LS 150,000.00 1.00 150,000.00 86 PAVEMENT, PCC, 4 IN. COLORED, STAMP • MEDIAN AND SPLITTE /ISLAND SY 120.00 67.00 8,040.00 TOTAL 41"� 4,261,319.80 Of 'IA \, / • )1 „,,..... tV Q ‘.0 OMMINIO `{`r- 1 A� .c CA) co � r lW CITY OF IOWA CITY 410 East Washington Street Iowa City,Iowa 52240- 1826 ENGINEER'S REPORT (319)356-5000 (319)356-5009 FAX www.icgov.org November 21, 2022 Re: McCollister Boulevard Extension Project Dear City Clerk: I hereby certify that the McCollister Boulevard Extension Project has been completed by Metro Pavers, Inc. of Iowa City, Iowa, in substantial accordance with the plans and specifications prepared by AECOM. The project was bid as a unit price contract and the final contract price is $3,991,299.72. There was a total of nine (9) change or extra work orders for the project as described below: 1) Cement Soil Stabilization $50,788.15 2) Change Bore and Jack Water Main to Trenched Water Main - $ 371.45 3) Move Hydrant, Major Manhole Adjustment, Subdrain $16,257.30 4) Sidewalk Thickness Change and Additional Sidewalk - $18,501.95 5) Tie Farm Tile into Storm Intake $11,638.00 6) Filter Socks for Erosion Control $ 3,861.00 7) Tree Protection Wrap $ 1,045.00 8) Lined DIP for Sanitary Sewer Connection $ 1,365.10 9) Sidewalk Redesign Due to Steepness of Hillside $ 720.14 10) Liquidated Damages and Incentive Payment $ 8,000.00 TOTAL $74,801.29 I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, PE City Engineer