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Home My WebLink AboutHIGHWAY 6 TRAIL FROM FAIRMEADOWS BLVD EAST TO HEINZ ROAD 2022HIGHWAY 6 TRAIL FROM FAIRMEADOWS BLVD EAST TO HEINZ ROAD 2022 03-June-2022 Plans, Specs, estimate of cost 06-June-2022 Res No. 22-152: Setting a public hearing on June 21, 2022 13-June-2022 Notice of Public Hearing 06-June-2022 Addendum: TAP-U-3715(670)-81-52 21-June-2022 Res No. 22-160: Approving plans, specifications and estimate of cost. 02-Aug-2022 Res No. 22-189: Awarding contract (Metro Pavers of Iowa City) 11-Feb-2025 Engineer's report 18-Feb-2025 Res No. 25-43: Accepting the work S N Y D E R & ASSOCIATES IOWA MISSOURI I NEBRASKA I SOUTH DAKOTA I WISCONSIN Memorandum To: Joe Welter, City of Iowa City Date: June 3, 2022 From: Troy Culver CC: A.J. Barry RE: Highway 6 Trail (TAP-U-3715(670)--8I-52) - Cost Opinion The Engineer's Opinion of Probable Construction Cost for the Highway 6 Trail project is $660,000. !•y 8R'-`k y .....a M q'J 320 E PRENTISS STREET I IOWA CITY, IA 52240-1718 P: 319-359-7676 1 F: 319-359-76761 SNYDER-ASSOCIATES.COM v:\projects\2020\ 120.1115.07\administration\memo_2022-06-03_costopinion.docm Y THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT REVISIONS TOTAL� � Q 1w- N OF NATURAL RESOUCES NPDES GENERAL PERMIT NO. F 83 Q 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND o PROJECT IDENTIFICATION NUMBER _ � N CONDITIONS OF GENERAL PERMIT NO. 2 AND THE STORM m WATER POLLUTION PREVENTION PLAN WHICH IS A PART OF (� O) THESE CONTRACT DOCUMENTS. REFER TO SECTION 2602 (D WAD T _ PROJECT NUMBER z �- OF THE STANDARD SPECIFICATIONS FOR ADDITIONAL U N } INFORMATION. J TAP-U-3715(670)--81-52 N J ? THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT R.O.W. PROJECT NUMBERp m p N RI TRANSPORTATION WORK WITHIN STATE HIGHWAY Planning, Programming - W a RIGHT-OF-WAY PERMIT FOR THE PROJECT WORK ALONG HIGHWAY 6. } o N and Modal Division J ALL APPLICABLE STANDARD ROAD PLANS ARE m SHOWN ON SHEET CAand 1 PLANS OF PROPOSED IMPROVEMENT ON THE 00 I... I p o e 1 UnD101b%H ROQD 8VOTER Q >- 0 3 E O O O O o /�1 m L J U vi o �� Q W N a PCC SIDEWALK/TRAIL _ W- O N O H EL CITY OF IOWA CITY }'�1 HIGHWAY 6 TRAIL FROM FAIRMEADOWS BOULEVARD EAST TO HEINZ ROAD m W I..L 4 U rn QSCALES: AS NOTED J 1SS aI— VALUE ENGlJEERWG SAVES. REFER TO ARTELE 1105.14 OF THE SPECFICATIONS. LL _ REFER TO THE PROPOSAL FORM FOR UST OF APPLICABLE SPECIFICATIONS I— ca CU f Cn I �III��stlp� � I� W START ST 0+20 V = a . -- =� CITY OF IOWA CITY y� N V UNESCO CITY OF LITERATURE �'S'lygy PROJECT LOCATION 0 r-' 410 East %Vishiogion Strccl Z 6 Iowa city. Iowa S2240- 1826 z (319) 3S6-S000 Cn - � (319} )56-5009 FAX www.icgov.org Q z 06 LAKESIDE DR �� r O �~ CITY OF IOWA CITY, LEAD AGENCY M ~ w W PROJECT LOCATION r = Q UDATE ENGINEER DATE � END STA.53+00 a w Z I hereby certify that this Q /� O engineering document was prepared y IOWA by me or under my direct personal supervision and that [ am a duly licensed Professional Engineer �, QPpfESSlON4e the I s t State of Iowa. �-4-19-2022 _ = TROY A. i Q I � a Tro A. Culver. P.E. Date 10 — CULVER License Number P20165 ro O NOT TO SCALE P20165 My License Reneral Date is Dacenber 31. 2023 S N Y D E R �L5 G.1L Pages Or Sheets Covered by this seal: &ASSOCIATE S S N Y D E R IOWA * ALL EXCEPT N SHEETS —� 1-800-292-8989 &ASSOCIATES VICINITY MAP ---•-- 7'9-3sbe3e4 Project No: 1201115 Sheet A.1 INDEX OF SEALS SHEET NO. NAME TYPE A•1 TROY CULVER PRIMARY SIGNATURE BLOCK N•1 ANDREW J. HOUCHIN TRAFFIC SIGNALS MILEAGE SUMMARY 1 OS-1 MODIFIED DIV. LOCATION LIN. FT. MILES 1 STA.10�20 TO STA.53+00 4,280 0.81 TOTAL: 4,280 0.81 105-3 INDEX OF SHEETS MODIFIED NO. DESCRIPTION A.1 TITLE SHEET A.2 LEGENDS AND NOTES A.3 PROJECT LOCATION MAP 8.1 TYPICAL SECTIONS AND DETAILS C.1-C.6 QUANTITIES AND ESTIMATE REFERENCE D.1-D.8 TRAIL PLAN AND PROFILE FA -FA PROJECT REMOVALS GA-G.5 SURVEY SHEETS H.1-H.4 RIGHT-OF-WAY J.1 TRAFFIC CONTROL AND STAGING SHEETS L.1-L.8 GEOMETRIC, STAKING, AND JOINTING MA-M.2 STORM SEWER SHEETS N.1 TRAFFIC SIGNAL QUANTITIES AND NOTES N.2-NA TRAFFIC SIGNAL LAYOUT N.5 TRAFFIC DETAILS RCA-RC.3 SEDIMENT CONTROL QUANTITIES TABULATIONS RR.1-RR.4 EROSION CONTROL PLAN SA-S.14 SIDEWALK SHEETS W.1-W.17 TRAIL CROSS SECTIONS 11=(11FNln Features Existing Proposed Spot Elevation 93.0 0 Contour Elevation -93_ xg3 /9Y Fence (Barbed, Field, Hog) - - Fence (Chain Link) - Fence (Wood) — Fence (Silt) Tree Line+- Tree Stump $ Deciduous Tree or Shrub 0 Q Coniferous Tree or Shrub 0 L Communication --C(x)-- —C— OverheadCommunlnatlon --OC(x)-- —OC— FiberOptic --FO(x)-- —FO— Underground Electric --E(x)-- E Overhead Electric --OE(-)-- —OE— Gas Main with Size --4" G(x)-- —4- G— High Pressure Gas Main with Size --4" HPG(•)-- -4" HPG- Water Main with Size --B" W(-)-- R" W Sanitary Sewer with Size --8" S(x)-- _ftL$-,- Duct Bank --DUCT(-)-- Test Hole Location for SUE wIID Sb1 C) Denotes the survey quality service level for utilities Sanitary Manhole 0 q 12" ST 12" ST storm sewer with size - - - - - - - - - - Storm Manhole 0 0 Single Storm Sewer Intake Q Q Double Storm Sewer Intake f� m Fire Hydrant Fire Hydrant on Building Pt Water Main Valve m w Water Service Valve, Wetl Cll' Utility Pole G.Vy, Anchor QtiBty'Pole with L1ghl- «_ri m O-d 'UtlWy Pole with 7-4M ormer- - Steel Light CL: o-4 ..Yard Light ,;- : J _...-. 4 Elecric Box "'I ❑EB Electric Transformer --� Traffic Sign .: )---- 'j AL - Communication F��adestal -^91 CommuniwtlonManhole Communicatiorfliandhole CID Fiber Optic Manhole Fiber Optic Handt" Gas Valve- G Gas Manhole c-_- 0 Gas Appamtuft. Fence Post oefiu0rd Post Underground Storage Tank Above Ground Storage Tank Sign Satellite Dish Q Mailbox Soft Boring UTILITY QUALITY SERVICE LEVELS QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE Cl I ASCE 38-02 STANDARD. QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS. QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE- GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH QUALITY D INFORMATION. QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS. UTILITY WARNING THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A. UTILITY CONTACTS THE FOLLOWING UTILITY COMPANIES MAY HAVE FACILITIES IN PROXIMITY TO THE PROJECT. UTILITY TYPE UTILITY PROVIDER CONTACT NAME OFFICE NUMBER MOBILE NUMBER EMAIL CABLE TELEVISION MEDIACOM KEVIN FOUNTAIN (319) 351-0408 EXT 3701 (319) 621-8466 PARKS AND FORESTRY CITY OF IOWA CITY TYLER BAIRD (319) 356-5100 - RIGHT-OF-WAY CITY OF IOWA CITY CITY RIGHT-OF-WAY TECHNICIAN (319) 356-5438 TRAFFIC ENGINEERING CITY OF IOWA CITY BROCK HOLUB (319) 356-5482 WATER DIVISION CITY OF IOWA CITY 24 HOUR CONTACT (319) 356-5160 - WATER@IOWA-CITY.ORG WASTEWATER DIVISION CITY OF IOWA CITY ON CALL COLLECTIONS - (319) 631-1144 FIBER OPTICS AT&T LENNY VOHS (816) 275-4014 (770) 335-8244 FIBER OPTICS IMON RANDY SCHOON (319) 261-4630 (319) 553-1176 FIBER OPTICS IOWA NETWORK SERVICES JEFF KLOCKO (515) 240-2544 (515) 830-0445 FIBER OPTICS UNIVERSITY OF IOWA GEORGE STUMPF (319) 335-2814 - GAS MIDAMERICAN ENERGY JOE RETEK (319) 341-4457 (319) 930-6225 JJRETEK@MIDAMERICAN.COM ELECTRIC MIDAMERICAN ENERGY JASON WARREN (319) 341-4425 (319) 330-7301 JLWARREN@MIDAMERICAN.COM TELEPHONE LUMEN BRENT GIESE (563) 321-3860 - BRENT.GIESE@LUMEN.COM UTILITY LOCATING CREW I IOWA ONE CALL (800) 292-8989 GENERAL NOTES 1. CONSTRUCTION ADMINISTRATION WILL BE PERFORMED BY THE CITY OF IOWA CITY. 2. LIMITS OF CONSTRUCTION SHALL BE AS SHOWN ON THE PROJECT PLANS. THE CONTRACTOR SHALL GET AUTHORIZATION FROM THE ENGINEER PRIOR TO PERFORMING ANY WORK ON PRIVATE PROPERTY. THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO WITHIN THE LIMITS OF CONSTRUCTION, UNLESS AUTHORIZED BY THE ENGINEER AND PRIVATE PARTIES IN WRITING. 3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO INDIVIDUAL PROPERTIES THROUGHOUT THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES THAT WILL TEMPORARILY LIMIT OWNER ACCESS TO THEIR PROPERTY. 4. ALL HORIZONTAL AND VERTICAL REFERENCE ARE US STATE PLANE IOWA SOUTH ZONE: US SURVEY FOOT NAD 83 (1996 HARK) AND NAVD 88, RESPECTIVELY. 5. ALL TREES, SHRUBS, AND VEGETATION SHALL REMAIN AND BE PROTECTED FROM DAMAGE UNLESS SPECIFICALLY NOTED AS 'REMOVE" OR -CLEAR AND GRUB' ON THE PROJECT PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONARY MEASURES REQUIRED TO PREVENT INJURY OR DAMAGE TO SAID TREE OR SHRUB OR ROOT SYSTEM. 6. PEDESTRIAN TRAFFIC CONTROL MAY CHANGE AS PROJECT PROGRESSES. THE CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNAGE AND FENCING THAT WILL SAFELY DIRECT PEDESTRIANS AROUND THE CONSTRUCTION AREA(S). PEDESTRIAN TRAFFIC CONTROL SHALL INCLUDE ANY AND ALL SIGNAGE SUCH AS *SIDEWALK CLOSED". 'SIDEWALK CLOSED - USE OTHER SIDE', AND'SIDEWALK <WITH APPROPRIATE DIRECTIONAL ARROWS>' AS DEEMED NECESSARY BY THE ENGINEER. 7. DURING REMOVAL AND CONSTRUCTION, THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. DUST CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS AND APPROVED BY THE ENGINEER AND SHALL BE INCIDENTAL TO CONSTRUCTION. 8. PAVEMENT REMOVAL AND REPLACEMENT LIMITS TO BE FIELD VERIFIED AND APPROVED BY ENGINEER PRIOR TO REMOVAL. 9. RESTORE ALL DISTURBANCE AREAS OUTSIDE OF THE PROJECT LIMITS WITH SEEDING, FERTILIZING, AND MULCHING AT THE CONTRACTOR'S EXPENSE. UTILITY NOTES 1. WHERE PUBLIC AND PRIVATE UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: 1.1 NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. 1.2 COORDINATE OPERATIONS WITH UTILITIES. 1.3 AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATIONS OF SERVICES. 1.4 DETERMINE EXISTENCE AND EXACT LOCATION OF UNDERGROUND UTILITIES AND AVOID DAMAGE THERETO. 1.5 PRIOR TO BEGINNING CONSTRUCTION, PROVIDE LABOR AND EQUIPMENT NECESSARY TO DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL UTILITY CROSSINGS WHICH MAY RESULT IN CONFLICTS TO PROPOSED IMPROVEMENTS. 2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. 3. IT IS POSSIBLE THERE MAY BE OTHER UNDERGROUND FACILITIES, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 4. THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE -CALL SERVICE AT (800)-292A989 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. 5. KNOWN UTILITY CONFLICTS ARE BEING RESOLVED BY EACH RESPECTIVE UTILITY COMPANY. UTILITY CONFLICTS DISCOVERED DURING CONSTRUCTION WILL BE ADDRESSED AT THE TIME OF DISCOVERY. W \. 0 I.LI F- Z 0 Z Q Z rw V w —i E 0 m o 0 LU N N W rn m u1 �a� F Noh Oa Z G J � 3w m p a hnw � 0o U rn e1 N tom) m M Cn W Q AV R 6 mi W W Z U3 6 SNYDER &ASSOCIATES Project No: 1201115 1 Sheet A.2 Y 4'.) a ` AL�' 'c: x. i. "1 �• r ' r ;( ►. :'lr 4�SA. �� A 'l`"`' +� _ m '� t S REFER TO N SHEETS K, •/� �► . , t, _ ~ m f , ADDITIONAL INFORMATION K\} t , ► \'� r :r, �,y C;, , /.fir t. �� }�}�( �A -X �+11 � '� ,e�'. �f.4�q�hi� �' i ...� � •.t 11� "I r� r ' � . � u .� i rY. `�i •�`.` il`` J .e • t y i :J '� ," *- s r �l� . , t� a Q � .s • v.' ' ; * f^� l +! % jM'• -A,---_ r0 a E r 2 •Z+�ma�y"y. + �] T� 3 ' • a W Nn -• f • 1s c 1 4 f • r tl'- '. 2 Q V 0 Lu Q m CP LU id — Ft, O k r • a. A I 'A �' �I \ O �� .c � .. r?s I `+■ya'�� . C ii•'.` -i (�j • tt _...i i� - � F* - ` i `�' A' ,. ! Y / Q LLI LU �. CO R�.\ ``��t,� "' t __ � ... ` .�� ;^':�t�_ H, d+ Ys� I ?�+ �t1+ :� •t ../ ' �'�,�E"1 --r ;i a► ^ t C t � ^ 4K ti't L ...�,r..Y�•+ f.Y`•J N .J 'Tr • 1 r . L1`!Rs _ Y r 1 i. r �tj. `, a :�' i �►•: r• �'r,� ,. e; - r S N Y D E R •Kr ��r►r� r r�' "^ s✓� 3 &ASSOCIATES '. .i,. :+ .i�-� ^t+i' -�^- `fi.".J._�� y:r�+►,r; .ry > , -irf,� Project No. 1201115 -j Sheet A.3 y r EXISTING GROUND EXISTING GROUT TRAIL I PROVIDE A SMOOTH ALIGNMENT AND A SMOOTH PROFILE WITH NO SUDDEN GRADE BREAKS. A'C' CONTRACTION JOINT SHALL BE PLACED EVERY 10' TRANSVERSLY. Q CROSS -SLOPE SHALL NOT EXCEED 2%. NI' M EXCAVATED MATERIAL & TOPSOIL TO BE UTILIZED FOR SHOULDER CONSTRUCTION. ..,. EXCESS MATERIALS SHALL BE DISPOSED OF AND CONSIDERED INCIDENTAL TO CONSTRUCTION. PROVIDE A MINIMUM OF 10' OF VERTICAL CLEAR SPACE WITHIN THE PROJECT LIMITS. OBSTACLES -- uJ THIS INCLUDES ANY AND ALL OVERHANGING THE PROPOSED TRAIL. i}■ Ch C5F- j— TYPICAL CROSS SECTION - HIGHWAY 6 TRAIL STA 10+20 TO STA 53+00 1.6"-2.4" 1.6"-2.4" 50-65% OF BASE DIAM. 0.2" 0.9" TO 1.4" 50-65 % OF BASE DIAM. 0.9" TO 1.4" DETECTABLE WARNING ALIGNMENT DETECTABLE WARNINGS (TOP VIEW) (SIDE VIEW) CAST IRON PANE ,—I 24' M)N ,. 6" E JOINT CONCRETE ROADWAY PAVEMENT• " 6" 12" 18" DETECTABLE WARNING PANEL INSTALLATION DETECTABLE WARNINGS (TRUNCATED DOMES) DETAIL #4 EPDXY COATED EXISTING GROUND LONGITUDINAL BARS @12"O.C. A 00 f F_ ISTING GROUND 'C' JOINT U #4 EPDXY COATED TRANSVERSE BARS @ 48" O.C. A Q r 0 _i 'C' JOINT 48" TYP. 'C' JOINT I I TOP OF PCC r I CLEARANCE `' \ #4 EPDXY COATED LONGITUDINAL BARS @ 12" O.C. SECTION A -A REINFORCEMENT ABOVE STORM PIPES SIGN PLACEMENT #4 EPDXY COATED TRANSVERSE BARS @ 48" O.C. a 0 o P m N U N N r N z � o 0 U O m 3 Q � Z U _ Q. a a a O E H � V N o w Q w n m uao 0 0 N Za J 3< m o v i w 00 rn �(1 N m d_> Q v' co V Z Q N W H _ � Q � J Y; ~ O W ' ^ 0 V /A I� Z V J ,o a Q Z `! L0 O � U M w W � J 0 a 0 Q � v'z^ SNYDER & ASSOCIATES Project No: 1201115 Sheet B.1 A 100-1A m 07-15-97 w a (> o „ ESTIMATED PROJECT QUANTITIES - m 9 1 DIVISION PROJECT Item N, . Item Code Item Unit Total As Built Oty. N E 1 2101-0850002 CLEARING AND GRUBBING UNIT 29 2 2102-2625000 EMBANKMENT -IN -PLACE CY 2851 y v 3 2102-2710070 EXCAVATION, CLASS 10, RDWY & BORROW CY 4059 > o 4 2105-8425015 TOPSOIL STRIP SALVAGE & SPREAD CY 958 m � m o A 5 2115-0100NO MODIFIED SUBBASE, 4 IN. CY 745.7 0 m 6 2115-0100000 MODIFIED SUBBASE, 12 IN. CY 258 7 2123-7450020 SHOULDER FINISH EARTH STA 81.8 Q 6 8 2301-1033080 STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 8 IN. SY 676 -, 9 2402-0425040 FLOODED BACKFILL CY 13 - a All 10 2402-2720100 EXCAVATION CL 20 RDWY PIPE CULV CY 19.1 11 2416-0100012 APRON CONC 12 IN EACH 6 w Q ___ 12 2416-0100015 APRON CONC 15 IN EACH 1 13 2416-0100018 APRON CONC 18 IN EACH 3 14 2416-0100024 APRON CONC 24 IN EACH 1 O E ui 15 16 2416-0100036 2416-1180012 APRON CONC 36 IN CULV CONC RDWY PIPE 12 IN EACH LF 1 32.5 3 m r " 17 2416-1180018 CULV CONC RDWY PIPE 18 IN LF 50.5 V '6 g y N 18 2416-1180024 CULV CONC RDWY PIPE 24 IN LF 80 Q Lu �-+ '• 19 2435-0140184 MANHOLE, STORM SEWER, SW-401, 84 IN. EACH 1 ?� Ld 20 2435-0140196 MANHOLE, STORM SEWER, SW-401, 96 IN. EACH 1 O _ '6_ 21 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III),15 IN. LF 71 a 22 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III),18 IN. LF 9 �>: 23 2503-0114230 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III),30 IN. LF _ 13 M 24 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE tRCP), 2000D_(CLASS III),36 IN. LF _ 224 m o 25 2507-3250005 ENGINEERING FABRIC SY 186.1 o U '7 �, 26 2507-6800061 REVETMENT, CLASS E TON _ 90.7 27 2510-6745850 REMOVAL OF PAVEMENT SY 676.8 r C " 28 2511-0302600 RECREATIONAL TRAIL, P.C. CONCRETE, 6 IN. SY 4557.6 29 30 2511-0310100 2511-6745900 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL REMOVAL OF SIDEWALK STA SY 40.9 628.9 31 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. SY 199.8 L 32 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. SY 34.3 r 33 2511-7528101 _ DETECTABLE WARNINGS SF 2.55 U 34 2518-6910000 SAFETY CLOSURE EACH 2 35 2525-0000100 TRAFFIC SIGNALIZATION LS _ 1 36 2526-8285000 CONSTRUCTION SURVEY LS 1 37 2527-9263109 PAINTED PAVEMENT MARKING WATERBORNE OR SOLVENT STA 28.96 38 2527-9263180 PAVEMENT MARKINGS REMOVED STA 5.2 �. 39 2528-8445110 TRAFFIC CONTROL LS 1 C 40 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN (PDMS) CDAY 14 T W 41 2533-4980005 _ MOBILIZATION LS 1 •i••U W 42 2554-0212020 VALVE BOX EXTENSION EACH 7 43 2599-9999005 APRON ARCH CONC 16 IN EACH 1 W 44 2599-9999005 APRON ARCH CONC 44 IN EACH _ _ 1 = W 45 2599-9999005 MANHOLE, STORM SEWER, SW-401, 108 IN. EACH 1 LU 46 2599-9999009 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE ARCH PIPE (RCP), 2000D (CLASS III),16 IN. LF _ 8 1 47 2599-9999009 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE ARCH PIPE (RCP), 200M (CLASS III),44 IN. LF 8 N V 48 2601-2634105 MULCHING, BONDED FIBER MATRIX ACRE 1.8 LO 49 2601-2634150 MULCHING, WOOD CELLULOSE FIBER ACRE _.. _ 1.8 1 O 50 2601-2636043 SEEDING AND FERTILIZING (RURAL) ACRE 0.8 W 51 2601-26360" SEEDING AND FERTILIZING (URBAN) ACRE _ __ 1 CO Cn 52 2601-2642100 STABILIZING CROP - SEEDING AND FERTILIZING ACRE 1.8 1 Q 53 2602-0000020 SILT FENCE LF 485 1 G V 0 54 2602-00N071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 485 00 0 55 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 485 56 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. LF 220 W 57 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 220 58 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 2 Q 59 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 :0 Z W W M 100-113 1 = 0 10-18-05 1 PROJECT DESCRIPTION Q Z Z Highway 6 Trail and Pedestrian Traffic Signal improvements from Fairmeadows Boulevard southeast 0.81 miles to Heinz Road. r � v g SNYDER &ASSOCIATES g Project No: 1201115 Sheet C.1 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. I Item Code I Description 1 2101-0850002 CLEARING AND GRUBBING Includes the removal of trees along the trail alignment. Removal of existing planters shall be considered incidental to this item. Refer to tab 110-17 for locations and quantities. 2 2102-2625000 EMBANKMENT -IN -PLACE The embankment will be Contractor provided. 3 2102-2710070 EXCAVATION, CLASS 10, R16W R BORROW A shrinkage factor of 1.3 was used for this project. The estimated project quantity includes 353 CY of cut and 4,059 CY of fill. The net waste on the project is 0 CY. No overhaul shall be paid. No measurement will be made for this item and payment will be based on the plan quantity. The volume of earth shoulder is included in this item. Contractor to furnish borrow material if needed. 4 2105-8425015 TOPSOIL STRIP SALVAGE 8 SPREAD Project quantity is based on the strip salvage and spreading topsoil removed within the grading limits to a depth of 4 inches. The contractor shall stockpile the salvaged topsoil in appropriate locations to prevent runoff into drainage ways. 5 2115-0100000 MODIFIED SUBBASE, 4 IN. Refer to the B Sheets for placement dimensions. This item shall be placed below item 2511-0302600. 6 2115-0100000 MODIFIED SUBBASE, 12 IN. _ Refer to -Tab. 100-24 for quantities by location_. This item shall be placed below item 2301-1033080. This item includes placement 2 feet behind the back of the proposed curb. 7 2123-7450020 SHOULDER FINISH EARTH Project quantity is based on the construction of earth shoulder for both sides of the entire PCC trail. Refer to typical sections and cross sections for shoulder grades. The volume of earth shoulder is included in the bid item "Excavation, Class 10, Roadway and Borrow." 8 2301-1033880 STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 8 IN. Refer to L Sheets and details on B Sheets. This item is for the replacement of all proposed roadway pavements. �- Replacement of integral curb is incidental to this item. Certified Plant Inspection _(Section 2521 of the Specifications) is required for this item and is included in the cost for this item. Maturity testing by the Contractor is incidental to this item. Refer to Tab. 100-24. 9 2402-042_5040 FLOODED BACKFILL Refer to Tab. 104-3 for locations and quantities. 10 2402-27MOO EXCAVATION CL 20 RDWY PIPE CULV Refer to Tab. 104-3 on C Sheets for locations and quantities. The estimated quantity has been calculated based on existing ground elevations being trenched in order to place culvert piping, then placing the original soil back into the trench over top of the placed culvert piping (so long as this excavated material is considered suitable by the ENGINEER). 11 _ 2416-0100012 APRON CONC 12 IN 12_ 2416-0100015 APRON CONC 15 IN _ 13 2416-0100018 APRON CONC 18 IN 14 2416-0100024 APRON CONIC 24 IN is 2416-OIM36 APRON CONC 36 IN Refer to Tab. 104-3 on C Sheets, and plan view on D Sheets for locations and details. 16 2416-11SM12 CULV CONC RDWY PIPE 12 IN 17 2416-1180018 CULV CONC RDWY PIPE 18 IN 18 2416-1180024 CULV CONC RDWY PIPE 24 IN Refer to Tab. 104-3 on C Sheets, and plan view on D Sheets for locations and details. All new pipe joints including the joint between the old and new culvert pipe shall be Type 3 per Standard Road Plan DR-121 and be considered incidental to this item. All Type C connections noted on Tab. 104-3 are included with this item. 19 2435-0140184 MANHOLE, STORM SEWER, SW-401,_84 IN. 20 2435-0140196 MANHOLE, STORM SEWER, SW-401, % IN. Refer to M Sheets for locations and details. The Contractor may elect to construct a rectangular storm sewer manhole in accordance with Standard Road Plan SW-402 in lieu of a circular storm sewer manhole. Shop drawings should be submitted and approved by the Engineer prior to placement. 21 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III),15 IN. 22 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III),18 IN. 23 2503-0114230 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III),30 IN. 24 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III),36 IN. Refer to M Sheets for locations and details. Type PC-2 connections per Standard Road Plan SW-211 as noted in the plans shall be considered incidental to this item. All new pipe joints shall be Type 3 per Standard Road Plan DR-121 and be considered incidental to this item. 25 2507-3250005 ENGINEERING FABRIC Refer to Tab. 100-23 on RC Sheets for details and locations. 26 2507-6800061 REVETMENT, CLASS E Refer to Tab. 100-23 on RC Sheets for details and locations. 27 2510-6745850 REMOVAL OF PAVEMENT Refer to Tab. 110-1 in the C Sheets and the F Sheets for locations. This item is for the removal of all PCC pavements called for in the plans. 10-29-0 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description _ 28 2511-0302600 RECREATIONAL TRAIL, P.C. CONCRETE, 6 IN. _ Refer to tab 113-1 and D Sheets for locations. C mix shall be used. Refer to sheet B.1 for cross section details. All damage to -the trail prior to final project acceptance shall be repaired by the Contractor at no additional cost to the Owner. Certified_ Plant Inspection (Section 2521 of the Specifications) is required and is included in the cost for this item. Maturity testing by the Contractor is incidental to this item. 29 2511-0310100 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL _ Refer to Sheet B.1 for section details and locations. 30 2511-6745900 REMOVAL OF SIDEWALK Refer to Tab. 110-5 and F Sheets for locations and details. This item is for the removal of existing PCC sidewalk within the project limits. This item includes removal of existing subbase if present. 31 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. 32 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. Refer to Tab. 113-10 and S Sheets for locations. C mix shall be used. All damage to the sidewalk prior to final project acceptance shall be repaired by the Contractor at no additional cost to the Owner. Certified Plant Inspection (Section 2521 of the Specifications) is required and shall be considered incidental to this item. For the sidewalk in the northwest quadrant of the Hwy 6 / Fairmeadows Blvd intersection, the adjacent _.pavement boxout is considered a pavement patch and is included in the cost for this item. The pavement patch Includes the removal and legal disposal of existing pavement and detectable warning panels, preparation of _ subgrade / subbase, and installation of PCC Pavement, Class C. Pavement patch thickness shall match adjacent ___pavement plus 2 inches. Certified plant inspection and maturity testing are incidental to the pavement patch. 33 2511-7528101 DETECTABLE WARNINGS See Tabulations 113-1 and 290-01 on C Sheets for locations and details. Panels shall be cast iron and color shall be brick red. See S Sheets for additional information. 34 2518-6910BB0 SAFETY CLOSURE Refer to Tab. 108-13A for details and locations. _ 35 2525-0000100 TRAFFIC SIGNALIZATION Refer to N Sheets for additional information. This item includes pedestrian traffic signal modifications. 36 2526-8285000 CONSTRUCTION SURVEY 37 - 2527-9263109 PAINTED PAVEMENT MARKING WATERBORNE OR SOLVENT Refer to tab 108-22 for details and locations. 38 2527-9263180 PAVEMENT MARKINGS REMOVED Refer to F Sheets for locations. 39 2528-8445110 TRAFFIC CONTROL This item shall include all Traffic Control necessary to complete the project. All traffic control devices and spacing shall comply with the latest edition of the Manual on Uniform Traffic Control Devices for Streets and Highways as adopted by the Department per 761 of the Iowa Administrative Code (IAC), Chapter 130. Single lane closures will be allowed for construction of destrian ramps. No full road closures will be allowed. Refer to Traffic Control (TC) Standard Road Plans listed in tab 195-4. 40 2528-92900SO PORTABLE DYNAMIC MESSAGE SIGN (PDMS) Refer to Tab. 108-23A on 1 Sheets for locations and details (quantity based on installing two (2) PDMS). 41 2533-4980005 MOBILIZATION Item includes removal / disposal of bus shelter and nearby wood pole at Lakeside Dr / Frontage Rd intersection. 42 2554-0212020 VALVE BOX EXTENSION Refer to F Sheets for locations. Minor adjustments of existing valves to finished grade that do not require an extension are included with this item. A few valves not shown on the plans are anticipated to need extended / adjusted to finished grade near the Hwy 6 / Lakeside Or intersection. 43 2599-9999005 APRON ARCH CONC 16 IN 44 2599-9999005 APRON ARCH CONC 44 IN _ Materials, Method of Measurement, and Basis of Payment shall be per Section 2416 of the Standard Specifications. Refer to Tab. 104-3 on C Sheets, and plan view on D Sheets for locations and details. 45 2599-9999005 MANHOLE, STORM SEWER, SW-401, 108 IN. Refer to M Sheets for locations and details. Refer to and comply with Section 2435 of the Standard Specifications. The Contractor may elect to construct a rectangular storm sewer manhole in accordance with Standard Road Plan SW-402 in lieu of a circular storm sewer manhole. Shop drawings should be submitted and approved by the Engineer prior to placement. 46 2599-9999009 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE ARCH PIPE (RCP), 2000D (CLASS III),16 IN. 47 2599-9999009 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE ARCH PIPE (RCP), 20W (CLASS III)," IN. Materials, Method of Measurement, and Basis of Payment shall be per Section 2503 of the Standard Specifications. Refer to Tab. 104-3 on C Sheets, and plan view on D Sheets for locations and details. All new pipe joints including the joint between the old and new culvert pipe shall be Type 3 per Standard Road Plan DR-121 and be considered incidental to this item. All Type C connections noted on Tab. 104-3 are included with this item. 48 2601-2634105 MULCHING,- BONDED FIBER MATRIX Mulch all permanent seeded areas. 49 2601-2634150 MULCHING, WOOD CELLULOSE FIBER Mulch all temporary seeded areas. W W U Z W W W LL W W F- W 0 Z Q U) W Z Q D a E 3 Hi m 3 10 vi g o O N w Lo m w maa (6 T z mQ 0 w o i Urn d c� 501 W W �Z C 6 SNYDER &ASSOCIATES Project No 1201115 Sheet C.2 L!� 10- ESTIMATE REFERENCE INFORMATION Item No. I Item Code I Description Estimated quantity is based on all disturbed area within the limits of this project from Fairmeadows Blvd to approximately Sta 29+46 near Lakeside Dr not including paved areas (refer to RR Sheets). Seedbed preparation, fertilizer and seed will be required per Article 2601.03, C, 3. All seed and fertilizer shall be applied with hydraulic seeding equipment per Article 2601.03, A.7. 51 2601-2636044 SEEDING AND FERTILIZING (URBAN) Estimated quantity is based on all disturbed area within the limits of this project from approximately Sta 29+40 near Lakeside or to Heinz Rd not including paved areas (refer to RR Sheets). Seedbed preparation, fertilizer and seed will be required per Article 2601.03, C, 4. All seed and fertilizer shall be applied with hydraulic seeding equipment per Article 2601.03, A.7. 52 2601-2642100 STABILIZING CROP - SEEDING AND FERTILIZING Estimated quantity is based on temporary seeding all disturbed areas within the limits of this project not including paved areas. 53 2602-OOM20 SILT FENCE Silt fence is to be placed at Contractor and Engineer's discretion to address erosion anticipated during construction. Verify the specific locations with the Engineer prior to placement. Refer to PPP in RC Sheets for additional information regarding storm water controls. Refer to RR Sheets for proposed locations. 54 2602-OOM71 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS This item is included for the removal of "Silt Fence"; or to allow for replacement. Replacement shall be be paid for in item 2602-0000020. In areas that have achieved 70% permanent growth, "Silt Fence" may be removed. 55 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK 56 2602-0600309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. Refer to Tab. 100-19 on RC Sheets, and RR Sheets for locations and details. The proposed quantity is double the measured quantity. 57 2602-eOW350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE This item is included for the removal of "Perimeter and Slope Sediment Control Device"; or to allow for replacement. Replacement shall be paid for in item 2602-0000309. In areas that have achieved 70% permanent growth, "Perimeter and Slope Sediment Control Device" may be removed. 58 2602-OOINIS MOBILIZATIONS, EROSION CONTROL 59 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL 10-18-11 INDEX OF TABULATIONS Tabulation Tabulation Title Sheet No. 100-1A ESTIMATED PROJECT QUANTITIES (1 DIVISION PROJECT) C.1 100-I1) PROJECT DESCRIPTION C.1 100-4A ESTIMATE REFERENCE INFORMATION C.2 - C.3 100-24 PCC PAVEMENT C.3 104-3 DRAINAGE STRUCTURE BY ROAD CONTRACTOR C.4 105-4 STANDARD ROAD PLANS C.4 108-13A SAFETY CLOSURES C.4 108-22 PAVEMENT MARKING LINE TYPES C.5 110-1 REMOVAL OF PAVEMENT C.5 110-5 SIDEWALK REMOVAL C.5 110-17 CLEARING AND GRUBBING C.5 111-25 INDEX OF TABULATIONS C.3 113-1 SIDEWALKS C.6 290-01 SIDEWALK CONSTRAINTS C.6 J Sheets 108-23A TRAFFIC CONTROL PLAN 3.1 M Sheets 104-5B STORM SEWER M.2 RC Sheets 100-19 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE RC.1 100-23 ROCK EROSION CONTROL RC.1 110-12 POLLUTION PREVENTION PLAN RC.2 - RC.3 100-24 04-21-15 PCC PAVEMENT N oo © © JIB UJ 31= - - - - - - - - - - - - - - - - - - - HE - Channelized Intersection Widen Existing Roadway y © © 0O Typical Intersection - - - - - - - - - - - - - - - - - - O Does not include raised island area or curb. Refer to tabulation Q 112-4 for quantities. F Q Channelized Intersection O Refer to PV-410, PV-411, PV-412, and PV-414. Ramp or Loop Taper Reconstructed Roadway O Quantity includes Pavement Header. Location Mainline Area 3 Total Area By Pavement Thickness Special Backfill Modified Subbase Granular Subbase Remarks Road Identification Direction Station to Station Width Length Area O O O O O O 2 O O O of Travel SY FT FT SY SY SY SY SY SY SY SY SY 10 IN 10% IN TONS CY SY Fairmeadows Blvd NB/SB 10+31.00 10+82.00 Varies Varies 161.8 59.4 Lakeside Or NB/SB 29+98.00 30+76.00 Varies Varies 162.3 60.4 Lakeside Or & Frontage Rd All 29+69.00 31+16.00 Varies Varies 25.4 14.8 Access Rd NB/SB 41+78.00 42+72.00 Varies Varies 263.4 98.0 Heinz Rd NB/SB S2+17.00 53+01.00 Varies Varies 62.8 25.5 CM U a u � L U N � N z 0 ., v w z d N U � m m o z U N _ o a a O_ o Y U r_ y d m U N a Q W N N O 0¢� (n CQ r Ln y z� 3 _ m p v n Lu c U rn J M LLL - �co V Q LU N Z W _ L ~ w Q LL LO W V Lu O 0o a cn 2 Cn CD a LLI Q Z Q Li. M W W Fes' Z `Q D cy C�^ r SNYDER &ASSOCIATES Project No: 1201115 Sheet C.3 104-3 10-17-17 DRAINAGE STRUCTURE BY ROAD CONTRACTOR Length of unclassified pipe calculated is based on using Reinforced Concrete Pipe. * Not a bid item 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 3 BaWill according to DR-101 L � t0 v L + ^ L i. i. E i. O r. O ^ * C ^ W C ^ N C W ,-I1 a a N Kind 00 c ,� N i O L m y L .i Apron ^� .+ l7 N° *g a 'i m m L IA a""+ < V Ti 41 a V .ti aL V " � ry V e-1 4' '� N U o N Pf '/ L � ° m 4- L Flow Line Dimensions Skew Dike Class L D m �O +, a •, C � ', 2 Y v -+ g Y Y Location Type -+ u Of Z v u c E z o No. c s a ', z t a s a u z w z 3 a w v n w z c o c s o L Q a s Elevations Lin. Ft. ea 20 L .X g m ° M a '" m LL s A Pipe Degrees LL LL m m m v Rt'LocationTopTotal U'6�.r Extensions A Type TM IC CT CT TM NIT Ln IJn O W w Tvnn W Tvnu CT n« M M6 « o« ea « na ,. Station Elevation �„ „ ,.,, l 11+23.80 2000D 24 RCP 80 B 0.5 0.08 1 C-1 1 Type 3 691.29 72 14.8 6.0 6.0 14+86.86 2000D 18 RCP 0 B 0.5 0.08 1 Type 3 688.60 0.0 0.4 0.4 28+07.53 2000D 18 RCP 8 B 0.9 0.08 1 C-4 1 Type 3 676.31 18 1.1 0.5 0.5 28+23.23 2000D 16 RCP 8 B 0.9 0.08 1 C-1 1 Type 3 676.26 18 1.0 0.5 0.5 Arch Pipe 33+99.42 20000 12 RCP 20 B 0.5 0.08 1 1 1 Type 3 677.27 677.61 26 0.9 1.2 1.2 DR-205 APRON 35+52.87 2000D 12 RCP 7 B 0.5 0.08 1 1 1 Type 3 677.23 677.58 0.1 0.4 0.4 DR-205 APRON 39+53.74 2000D 12 RCP 7 B 0.5 0.08 1 1 1 Type 3 678.35 678.50 0.1 0.4 0.4 DR-205 APRON 47+43.38 2000D 18 RCP 43 B 4.1 0.08 1 1 1 C-1 2 Type 3 678.26 81 0.0 2.9 2.9 48+10.04 2000D 44 RCP 8 B 2.4 0.08 1 C-1 1 Type 3 676.45 24 1.1 0.7 0.7 Arch Pipe r- ChJ ` cz o j X: Ch CJ t-- t„ C? STANDARD ROAD PLANS The following Standard Road Plans apply to construction work on this oroiect. Number I Date I Title DR-121 10-17-17 Connected Pipe Joints DR-122 10-18-16 Construction of Type "C" Concrete Adaptors for Pipe Culvert Connections DR-201 04-21-20 Concrete Aprons DR-205 04-21-20 Concrete Apron with End Wall EC-201 04-20-21 Silt Fence EC-204 10-19-21 Perimeter, Slope and Ditch Check Sediment Control Devices EC-301 10-18-16 Rock Erosion Control (REC) EC-303 10-19-21 Stabilized Construction Entrance I-220 10-20-15 Detectable Warnings and Pedestrian Ramp PM-110 04-21-20 Line Types PV-101 04-21-20 Joints PV-102 04-21-20 PCC Curb Details SI-101 04-19-16 Locations - Type 'A' Signs SI-112 04-19-16 Footings For Steel Breakaway Posts SI-113 10-15-19 Support Structures - Steel Breakaway Posts SW-401 04-20-21 Circular Storm Sewer Manhole TC-1 10-15-19 Work Not Affecting Traffic (Two -Lane or Multi-Lane)- TC-202 10-19-21 Work Within 15 ft of Traveled Way TC-211 10-15-19 Lane Closure on Low Volume Roadway TC-273 10-15-19 Construction Site Entrance 108-13A 08-01-08 SAFETY CLOSURES Refer to Section 2518 of the Standard S cifications Station Typ Road ClosureHazard Remarks 10+20 1 53+06 1 o U m N LL V N � N z ° rc c� o m U) a � z c U Y _ O a a E Q O o U F � m U Foy Q w n m i�: w �a� O V) o y ?a J Cr 3W mov J o�� N N _ roi Q cfl U Q W Cn U W W LL :N W U I W C> 00 a cn o N Q ~ w p 06 U'i Z � a � M w LLJ � H � Z Q ? Z F- Cy to SNYDER &ASSOCIATES Project No: 1201115 Sheet CA 108-22 04-16-1 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 SLW2: Stop Line (White) @ 6.00 CBW6: Crosswalk Bar (White) @ 15.00 Location Length by Line Type Road IO Station to Station Dir. of Travel Marking Type Side BCY4* DCY4 NPY4** 8LW4 ELW4 ELY4 SLW2 lUnfactored) CBW6 Remarks L C R STA STA STA STA STA STA STA STA STA STA STA STA STA STA I STA FAIRMEADOWS 10+53.00 10+53.00 BOTH Waterborne/Solvent Paint X 0.10 FAIRMEADOWS 10+63.00 10+63.00 NB Waterborne/Solvent Paint X 0.10 -art FAIRMEADOWS FAIRMEADOWS LAKESIDE 10+53.00 10+39.00 30+49.00 10+75.00 10+73.00 30+49.00 NB BOTH BOTH Waterborne/Solvent Paint Waterborne/Solvent Paint Waterborne/Solvent Paint X X X 0.08 0.21 0.34- t LAKESIDE 30+61.00 30+61.00 NB Waterborne/Solvent Paint X 0.08 LAKESIDE 30+49.00 30+71.00 NB Waterborne/Solvent Paint X 0.22 LAKESIDE 30+32.00 30+70.00 BOTH Waterborne/Solvent Paint X 0.38 ACCESS 42+18.00 42+40.00 NB Waterborne/Solvent Paint X 0.22 ACCESS 41+98.00 42+40.00 BOTH Waterborne/Solvent Paint X 0.42 __- HEINZ 52+57.00 52+57.00 BOTH Waterborne/Solvent Paint X 0.05 HEINZ 52+57.00 52+74.00 NB Waterborne/Solvent Paint X 0.17 HEINZ 52+33.00 52+75.80 BOTH Waterborne/Solvent Paint X 0.42 - - - - Factored Total: Waterborne/Solvent Paint - 0.46 0.18 4.92 23.40 I Bid Quantity: Painted Pavement Markings, Waterborne or Solvent -Based 28.96 N *• C"2 J f--- 0 ti 110-1 04-16-13 REMOVAL OF PAVEMENT Refer to Tabulation 102-5 * Not a Bid Item Begin End Pavement Area Saw Cut* Side Remarks Station Station Type SY LF 10+31.00 10+82.00 BOTH PCC 161.2 90.1 28+98.00 31+16.00 BOTH PCC 189.7 239.9 INCLUDES RADII AT FRONTAGE AND LAKESIDE 41+78.00 42+72.00 BOTH PCC 262.0 181.1 52+17.00 52+43.00 BOTH PCC 43.8 59.2 52+71.00 53+01.00 BOTH PCC 20.1 48.5 CLEARING AND GRUBBING SIDEWALK REMOVAL * Not a bid item Begin End Area Saw Cut* Station Station Remarks SY I LF 10+12.00 10+17.00 4.6 4.9 NW QUADRANT 10+19.00 10+36.00 13.8 9.1 SW QUADRANT 10+76.00 10+94.00 19.8 3.9 SE QUADRANT 29+62.00 30+37.00 20.5 9.9 SW QUADRANT 30+74.00 31+30.00 26.2 8.8 SE QUADRANT 30+82.00 31+37.00 29.0 12.9 NE QUADRANT 45+24.00 52+30.00 491.7 26.4 INCLUDES PCC FLUME 52+79.00 53+00.00 23.3 11.8 SE QUADRANT 110-17 04-18-17 Location Trees, Stumps, and Logs and Down Timber Material Diameters All Other Materials Estimated uantities Station to Station or Work and Material Type Units Area Herbicide Remarks g g Ref. Loc. Si n to Ref. Loc. S1 nETrt-11.1 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• Length Width Application or Description FT FT Units Acres Each 21+35.48, 1.01' RT BOTH Trees - Grubbing 1 1.1 23+92.74, 0.92' LT BOTH Trees - Grubbing 1 1.1 28+32.73, 2.26' RT BOTH Trees - Grubbing 1 6.6 28+61.05, 1.10' LT BOTH Trees - Grubbing 1 4.8 29+01.89, 0.27' RT BOTH Trees - Grubbing 1 6.6 50+19.59, 3.94' LT BOTH Trees - Grubbing 1 8.8 �r> a J o P m w t U) U N < N F N z o .. N m O N w � $ S o U O m � � z U Y _ 2 a a Q O o 10 r F m Q w uN m UJ<_ O V)N> �0- z< J Q' O� m p v n w m p U m J i[1 N M Q � co V }. Z Q W W -_ W W LL � W V W O 01 a N 2 Cn o Cl) Q W 06 L% Z a � M W w Z a 1 Z CY C/3 6 SNYDER &ASSOCIATES Project No: 1201115 Sheet C.5 _ 290-01 m co m a 04-15-14 a O SIDEWALK CONSTRAINTS E 1. Widths: 3 _ o' aD Widths listed in the S sheets are minimums. U s 2. Cross Slopes: 1 N Construct all sidewalks, curb ramps, and landings/turning Z rn a spaces at a target cross slope of 1.5%. Cross slopes ° m o exceeding 2.0% will not be allowed, except for areas tying > into existing pavement. In these areas, transition from d b existing pavement cross slope to a cross slope of less than 6 0 m 2.0% within one panel at a rate not to exceed 1.0% per foot. 3 3. Longitudinal Slopes: Q c o ? Sidewalk: s a. i. Roadway slope exceeds 5.0%: Sidewalk longitudinal a slope exceeding the roadway slope by more than 2.0% w will not be allowed. Q 11. Roadway slope 5.0% or less: Sidewalk longitudinal slope exceeding 5.0% will not be allowed. O o b. Ramps: i. Ramps 15.0' in length or less: Longitudinal slope 3 exceeding 8.3% will not be allowed. U $ y ii. Ramps greater than 15.0' in length: Construct with the Q W longitudinal slope necessary to conform to the design. LU a O � '6 4. Landing/Turning Spaces: U _ Lon itudinal slopes exceeding2.0% will not be allowed. J C 5 o - m p v n w c U rn J Q NN I.L. co V � Z Q C� U Z W � -- CD -e � © .w w F- C3i U _J � - c W V } `N W O oo a cn 2 Cn .-. Q tiCn W 06 `. � o Z a � ~ w W M F= im ' z � Q ? Z H CY SNYDER &ASSOCIATES Project No: 1201115 y Sheet C.6 113-1 04-16-1 SIDEWALKS See MI-220 and S Sheets Back of Curb Faca of Sidewalk CAD- e 4" PCC 6" PCC 8" PCC 10" PCC Detectable Intersection/Road Quadrant/Side Length A B S Sidewalk Sidewalk Sidewalk Sidewalk Warnings Remarks FT FT % SY SY SY SY SF Fairmeadows Blvd 8 Highway 6 NW 8 Varies 5.00 4.3 10 Fairmeadows Blvd & Highway 6 SW 16 Varies 10.00 18.1 20 Fairmeadows Blvd & Highway 6 SW 4 Varies 4.00 1.9 Fairmeadows Blvd to Lakeside Dr RT 1948 Varies 10.00 2165.1 50 Fairmeadows Blvd & Lakeside Dr SE 5 Varies 4.00 2.3 The Quarters at Iowa City Access RT 62 Varies 6.00 46.0 Bus Stop Access RT 22 Varies 5.00 14.5 Lakeside Dr & Frontage Rd NW 39 Varies 5.00 23.5 Lakeside Dr & Frontage Rd NW 8 Varies 5.00 5.3 10 Lakeside Dr 8 Frontage Rd SW 31 Varies 5.00 17.4 Lakeside Dr 8 Frontage Rd SW 17 Varies 5.00 11.1 20 Lakeside Dr 8 Frontage Rd SE 39 Varies 5.00 21.5 Lakeside Dr 8 Frontage Rd SE 16 Varies 5.00 10.4 20 Lakeside Dr 8 Frontage Rd NE 77 Varies 5.00 68.7 Includes bus stop and NE Lakeside/Frontage Lakeside Dr 8 Frontage Rd NE S Varies 5.00 3.2 10 Lakeside Dr to Access Rd RT 1123 Varies 10.00 1247.5 44 Access Rd to Heinz Rd RT 985 Varies 10.00 1105.2 49 Heinz Rd 8 Highway 6 SE 21 Varies 10.00 21.8 23 Heinz Rd 8 Highway 6 SE 8 Varies 4.00 4.0 m p O t P.I. S 11+03.09 = 1 31' 12.35" O (R I) j P.Ij ta. 11+65.78 - -n ss 13` (LT7 p O C) O p :I m T= 2 .44' e- T,-42.49' + t t t \ r L= 4b.6T v- L=i84.18' N M It p v LL ai E=,1.39' m E- 3.59' r e- t to N \ R �50.00' R a7G929' --- \ BEGIN TRAIL PAVING HIGHWAY 6 STA.10+20 j IC Edc H $ - \ BEGIN TRAIL PAVINGI END TRAIL PAVING STA 10+76 I a m g N t. unknown cm STA 10+36. ona wa . )airmaaao»5 Blvr. MATCH EXISTING I 2 Pus naps, yieh ° Push Byttan, One =--- 24" RCP ---- 24' APRON ------- V o o o g11lIL�D �� • ` n 18' APRON MATCH EXISTING�...............�. _._._._._. Y a - o I 1 o Q MATCH EXISTING 10 TYP. CD.' . ....... ..... ----- — B7--• ----• ----• — CFO B)----- I j w•�• _..CONSTRUCTION LIMITS .I �• - — men--.---F02(8) i Lu ACC I _`.__ ,.r.r a-•"`-- 0 O O I 0 � 6 e — — O rn o • I _______ ______ S C) __ ____ _______ S(C) ___ ___________ S(C) ___ ___ _______ RInw0H6. Ts S(C) __ ___ _ S( __ ___ _ _ S(C) ________ __ _ S(C ___ _.�_-_____ . J w 3 — 1 T x ro nW ----- ---- OE(C ------------- )------------ r-- RJW _ OE(C>--------------- tea— RJM _____________ E(C) 0 (--------------- E(C) ^AwM n R/M RiM -------------------------- OE(C OE<CT RJM -------- ---- ( --- - OE(C) - N CO a a1 a N av ' od o M I - O 5 aO g cfl C > ¢ LL cc NEPTUNE LAND COMPANY or 3 FELD. JAMES E. FELD JARROD R. EELD PAMELA A. & O & HAHN. MARGARET O WOODARD FREDRICK K. 2216 HOLLYWOOD PAULS. ALEXANDER M. & I PAULS. ELIZABETH - BLVD 2220 HOLLYWOOD BLVD — 2200 HOLLYWOOD BLVD 2212 HOLLYWOOD BLVD 2214 HOLLYWO" BLVD LEGEND .. 0 20 40 ______ ___._... _ ___ _, Cn . = IMPRPROPOOVEMENTSSED MENT I _ (V—mil W SCALE (FEET) NOTES: I REFER TO L SHEETS FOR INTERSECTION DETAILS � REFER TO MSHEETS FOR STORM DETAILS i � REFER TO S SHEETS FOR ADA ELEVATIONS 110 LO0 �W J _705 ME.�. F I m 0.00' V.G. CD 0 a K ___ _____ w V.P.I Elev. 0 692. 0 °' ^ ,,,^ CL 700 I 00. oo V.C. 00 06 _ ST 11+23.80 -1 V..I. 1 Elev. .14+90.70 = 691.48 --- LO Z ^. INSTALL 80 L.F. OF 24" Lu r 7`- --L-- -- _-- -• Vffl-APRON T=691.29 ___ _ __ Ex rN RAD LINCL v + 695 .__. _695 M Z Q W PR POS G E @ a J - - - --'--- _ DITC J10 T IL CEP TERLNE - -- -- -- to GRADE VROPOSED 12 ISTI GD G DE T -- -- ---- -- -- -- +K FES OUTLET ---�__ -Cn LL+ F" F- INS ALL+ - RO 685 685 V..1. Ste. 11+a .92 _- I •I 680 680 W _ I S N Y D E R SLOI.lE LT &ASSOCIATES -- ---- .._ a REFER TO S AND L SHEETS FOR ADDITIONAL INFORMATION ..TRANSIT 675 _ g22*Project . NN '._ _ _ No: 1201115 _ _ _ m� I{O mt�0 t�0_ �.,..(�O _ m frnD �O trn0frn0 -.- �m r�G f�O �� fD g �f�D 9 (rnD Sheet D.1 11+60 14+20 ---14+40 14+60 14+80 STA. 10+00 10+20 10+40 10+60 10+80 11+06 11+20 11+40 11+80 12 12+20 12+40 12+80 12+St1 13.00 13+20 13+40 13+60 13+SO 14+00 iS+Qp 15+20 15+40 — P.I. Sta. 15+62.51 �_ " P.I. Sta. 16+47.99 P.I. Sta. 19+73.39 P.I. Sta. 20+48.90 m !t n N 0 Woa 17 RT)_ _ =17 or 20.63 LT • = 17- OT 20.63' (RT) T=37.64' T=45.16' T=22.58' T=22.58' n w L = 74.71' L = 89.65' L = 44.82' L = 44.82' ) E=2.82' O E=3.38' E=1.69' E=1.69' � U N — R = 25&4- 6O R = 899.9 R+149.99' R = 149.99`— (o HIGHWAY 6 � $ 1� O O O W m a + + + N r� rn oo T N Ramovzt Cuunas Of "'e i..t. _.-._._.-.._..--._..---.._-.-.._.-._. _. _. _. -.-.._ _ _ _._--.---.._._._.._. _ _ _ _. Z , N ----- �•--. --•-•-•-•-•-•-•- '.'----F02(B)—_---_----_ - - - - - - - -'- -•- - - - --'-'-•-.-.-•-•-•-'-•- /' �. .�' F02(8)._---- ---------F02(B)--- to C5 6 o `- '� N �- ------ 5(G -------------- ----- ------------------------------ S(C) S(C) SCCZ -$-- -- S(C) S(C) - --------------------------- \ 'L Rim=G92.99 -- S(C) -._ - -./. _. -------- S(C) z.-�------ _ ( ) ,..;.: Z a 3 _ J '\ LE, F-W \•wa--687.84 CONSTRUCTION LIMITS i \ O •.7;-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.�,-.-.-. / Rim=o"BE.7a \ - _..- _ x I ' rn (C) - ------- ----- E(C)-------------- OE(CL--------------- CE ---------- "R/M R/W _. . ?.. ------------ OE(C) R/W _ LR/W --------------- E(G -----------]y R/11 p�� --- OE(C - C cC RAW [ L ---__ _ __ n Ttiti R7�.__.�—_-- _.--.1--_�i%w�— nrrri�ante�w rRo,�k _ ��.lfl R:.. �. oa as ad d od /IRH i od \\\ EXISTINGMATCH Q �•�j M t co U IETH A. & BEENK, DANIEL D. 8 10 11 12 14 15 i DD BLVD MAI_BEENK, FENG CHAN MINOR. PATRICIA A FISHER. BYRON N. HAIMA. CHRISTOPHER R. i DENNIS E. WOFFORD- 2224 HOLLYWOOD BLVD 2230 HOLLYWOOD BLVD 2300 HOLLYWOOD BLVD 2304 HOLLYWOOD BLVD LUCAS. MARILYN CLAIRE 2312 HOLLYWOOD BLVD 2316 HOLLYWOOD BLVD LEGEND �. °) RENTEMENT IMPROVEMENTS SCALE(FEET) V `�W r - NOTES: REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM DETAILS i 1 REFER TO S SHEETS FOR ADA ELEVATIONS f ♦� 790 _ i 710 1 0 W 705 11 705 00—%1m CO o o Q CO a 700 --logo 700 0 J I ui 6 c 140 00' V. . 69.9M Z W S1 a. 20+ 55.62 --- _ -- - _V.P.I. Q ISTI RAIL )OSED GRADE Q N v= G GRADE ENTERLIN 1 _- — -- -- 690- _ ---- — -- �' a J a -Ti— o� I Cn I ; _ vi IA 20d.00'V8. P.I. 53'84 680 ev. = I � SNYDER SLOI IELT 675&ASSOCIATES �i o E �� 92N l�•N .v r < ' Asi F c0 N �j N Oi N f v"% l9i {{` Ol $ �O a t��l N g m ..__.._O a ^ A __ ..-t' -'�.-._..o l _.. --• r �-... Project No: 1201115 _._. ! �mFo'm m D.2 15+40 -Sheet 15+60 15+80 16+00 18+20 16+10 18+80 18+60 17+QQ 17+20 17+40 17+80 17+80 1 +QQ 18+20 18+40 18+60 18+80 ', STA. 19+00 19+20 19µ0 19+60 19+80 20+00 20+20 20+40 20+60 20+80 P-1_ Sta. 24+47J8 P.I. Sta- 24+83 91 - O O O O ' = 10" 20' 35.46" (RT) ' =10° 20' 35.46" (LT) O O O O T= 13.58' T= 13.58' + L = 27.08' L = 27.08' O _ N �_ N i �_ E=0.61' E=0.61' CD R = 150.00— R = 150.00 i HIGHWAY 6 1.0 N wp � I e O O N _ _ _ _ ..... _ _ _ �Ri-682.30 • ----F02(8)-------- `\ O /. �.�.�._.�.l.�yc. �.0.�. .� .�.�.�.�.�.�.�.�.�.�.�.�.`CONSTRUCTIONLIMITS_ —.—I 5 r• _ --- �.� �. v � ® / P No Parting Myth— J t- No Parking 1— ` FRONTAGERD _.. �. • _ • • ..I . •_ .d Cn 1 - C-) r- 700 K=44 140.00' V 695 V.P.I. Sta. 20 s V.P.I. Elev. 690 i ti 685 0 20 40 SCALE(FEET) .1 P OPOS ED GF ADE @ IEXISTING GRADE E TRAIL CENTERLINP TCH GRADE LT LEGEND PROPOSED PAVEMENT IMPROVEMENTS NOTES: REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM DETAILS REFER TO S SHEETS FOR ADA ELEVATIONS M . m 32 LL t Cn L) I' N _,4 � a�a W Y � U .. � N m U) Q 0 0 Z m _ F U N a` a O o U F > A CN O � a� 16 z0. >J O < _ m V ill w 4Urn ��ii coo M Q � M — to U � Z e V W 2 Q~ 1 — N U 700 � 1 O W 695 O Cif Oa CL J QO 690 0 685 ti M Z Q w a a Z --- f- Cn 675 t - I ; 670. 67 i ___ SLO E LT _ _ S N Y D E R &ASSOCIATES 665 0 (, � 8i - O . smmm Y s m N — O �m� - f�i, O) — m 1� tNV m O tt _ - 2i _ — C aD m ., w1 ` ._ _..=e i/• 1� ..w -�._.._.. �i H _ .vz t th Y — O m� 1� m m9 n�� Project No: 1201115 ) Sheet D3 STA. 20+80 21+00 21+20 21+40 21+60 21-80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24-20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 P.I. Sta. 27+88A3 P.I. Sta. d+ t2.26 P.I. Sta. 29+11.90 P.I. Sta. 29+98.49 P.I. Sta. 31 1.t2 p o = 11 ° 12' 48.89" (FIT) = 11 ° 1 ' .89° (LT) _ _ ' =18° 21' 10 54- (RT) I + m T=24.54' T=29.4': T=26.49' T=13.3T O T=16.15' `I! 31 31 L 0 O L=48.93' L=58.7'1 L=51.78' L=26.14' + I L=32.03' E=1.20' Jp E=1.44 E=3.45' E=1.76' E=1.30' M + i— R= 250.00' R= 3 . I O R=100.00, R= 50.00' R= 100.00' I U N i HIGHWA�6 m BEGIN TRAIL PAVING— T N STA.30+72' m I I END TRAIL PAVING .. _ _ _ _ _ _ w o STA.30+24 ' - - - - - - - - _ w _� , Di�i ea�rwa p a FO(B)—ate iaw €Luo++w-"�TCBb. �i• IS IC Fiber t2 FO(B)—---------- LakeslAa Dr �.�( Cl) Him=678.2Y 4-_Diwlatl Highway I .: Q ofo Wdl=&i5.2tl Z 18' APRON -- - - - - - - - - - - ,�+�6 - - - - - - - - - - - _ _ � _ ;. --_ � � 39 .116"ARCH APRON � F02(8)-------- �- ------F - Lumen 18'RCP _ { `'�D) --- 62iB SILL—_-- � - Q -F0 -• Z. _. _. F'02('g1-- -- 16" ARCH PIPE-\ S. -- - - - - - m �.—.�. Bu �..�-.,tiawrT�. v)g�o No a �Anrd,,e / e �fw top e s /c>`O1ui m I _ Pai _ _ _ CONSTRUCTION LIMITS < m 0- / FRONTAGE RDIn W OT --------- ` — U / ------ J _. Hiw --- ----- ------------ -- oF.dk __ - ctiw aiw -- --- 7w EN ♦3J ..� � I u G(D)`a • EASEMENT 16 UTILITY \ • III PRESERVE AND PROTECT \ m y \ EXISTING FENCE •T + =C' AJ \ D, °I- ltlo' M&A PROPERTIWU REV ES. LLC LIS \\ E_ II II II O I I I HO GI ZHU RFVOCABLEFTRU TT t7 \\ .,. 16 Y 2261 LAKESIDE DR 13 c� II�I�I01 LEGEND '^ 0 20 40 I V r.� I IMPROVEMENTS t uJ n SCALE (FEET) V NOTES: REFER TO L SHEETS FOR INTERSECTION DETAILSREFER To M SHEETS FOR Q - ETAILS REFER TO S SHEETS FOR ADAGE ERM LEVATIONS _ CAI U 700 - 700 Ln WCn - J o 0 Q IL ozs 690 0 - Z .00'v . ! r Q LLJ 1` P.I. E lev.=I 77.85 1 _ 685 M a __— --INS PROP TOSEEE4DE4 a IL RAIIL CNaa IN TALL % THAF ON > AJ - - -- ---- -- F.L. L =676 6 _ /1 J ------- --- EXISTINGG Il ENTE LINE \ Cn ---- 675 -- - --- srA2s+s .03 ---- --- 675 SIT L 8 Li. OF 8' SEE M.1 S `A 31+39 65 a -- - - TH APRON DI H G E T SEEM 1 i 7631 670_ 670 SL LT + SLOPE RT SLOPE LT SNYDER nnc &ASSOCIATES m � _t ^ TRANSITION-- .�A. DDITT,IO, ,N, A„L INFORMATION NFORMATION .,. TRANSITION - ' ... Project o „ s D4oSheet „dm mm,,mm m I�.mm m �m STA. 26+20 26+40 1 26+60 26+80 27+00 27+20 27+40 27*60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 28H0 29+60 29+60 30+00 30+20 30+40 30+60 30+80 . 31+00 31+20 31+40 31+60 • II P.I. Sta. 32+21.55 P.I. Sta. 33+26.64 '= 16° 34' 32.00° (LT) ' = 17° 31' 45.92" (LT) T=29.13' T=69.38' L = 57.86' L = 137.68' E = 2.11' E = 5.37 'lZ =00.00' y 00 R = 450.00' t7 + P.I. Sta. 34+69.7 0 0 O 0 O 0 a o = 15° 2T 12.49' (RT) + + Y m w T = 54.27' (D ti a a� L=107.89' M C1 co N .LL E = 3.67' U) HIGHWAY 6R=400•()0' U N o \— — — — — — — — — — — — — — — F ---- Speed Llmh4 ` — — — — — — — — — — — 12" W(0) --- F ��L�n�er •\---_---'—'----�12"APRON �0 � L�n,en •` ��-s_—'_--.--F02(01-- _ �1t(�at ---�02c8�---" — �.� Cal _,�` v_• Q PIS OE(C) 695 12" APRON EXISTING 12° APRON rwc .�. nay Tr3fe -- — -- — — �DZ(B) _ rc 0 .--- _-.yIIr=4�-,�_' ------ 12' RCP - - i.. _ . _ , -- ---- OE(V) ) - — . — .._ . RAW 0 .... 4._.�..._ o RiW w m a ~ 12" APRON - ' CONSTRUCTION LIMITS O 0 E U ---------••------- - - - - - - OSED TEMPOF�AtPFA— >'• ID R� U Q ui g o w W FR pNTAGE w a ' O �_m D Z 3� V 0 20 40 SCALE (FEET) K = 0 m .c. ° V.P.I. Sta. +87. 1 685__ ! TA.33+99.42 w V.P.I Elev. 677. 7 w )INSTALL 19.5 L.F. OF 12• 'g STA15+52117 12" INSTALLWITH L D RA - 3 EW 2Et60ILtlS — a -0.9 % Ro APRONS F.L. LT-677.23 v 680 - ------- - - j J RT=6 58 -- _ �— -- -- --r---- .1. 7% +2 % E1XISTI T GG I--— --- l —`--..------- — — — — — 675 HGRADELT1 DITCH .79 SE M.1 w w rn SSD= 1302' K=71 u"i SSD = 2 8 --- K-8 { 670 + M a 60.00' V.C. V.P.I. Sta. 34+23.72 + 0_V.P.I. 40.00' V. u 0 -__-- -�___ Sta. 35+52.99 P I N P I Elev. = 679.40 S - > V.P.I. Elev. = 679.00 > SLOPE LT � =a I .__�•V m $ ^ _ N.� m n O^ m M O O1 N.f�p O rn O m ^ o �n m �.O �aD O o 0 O O m� DO m W a0 m W � eD mO1 N (a m mmm t00 (OD n.� ^^ ^ � ^ ^ <o ,u m-,9cS�n,ro m is u? m STA. __ — 31+g0 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34100 34+20 34+40 34+60 34+80 35+00 35*20 35+40 35+60 10, 114. WIN 411111, lz V.P.I. V.P.I. mOf in W U rn J i7ni Q to U Q C/3 LEGEND 2 PROPOSED PAVEMENT IMPROVEMENTS (V�l W NOTES: REFERTO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM DETAILS REFER TO S SHEETS FOR ADA ELEVATIONS _ cy V 700 0 00 LLJ Cn L i 695 C� CDLLO Q � � a 06 690 ❑ M Q W 685 +o 57% 680 a Q Q Z Cn L 670 rm SNYDER' &ASSOCIATES Project No. 1201115 Sheet D.5 0 CD CD O CD O 0 O .I. Sta. 40+81.65 Q P= P.I. Sta. 41+38.63 O 21 ° 52' 20.54" (LT) t ' = 21 ° 48' 08.37' (RT) + t` 00 m O T - 28.98' T = 28.70' _04 L = 57.26' = 56.70' E=2.77' E=2.74' R = 150.00' R=149.00' _ AIL AVING END6STA.41+95 BEGIN TRAIL PAVING HIGHWAY 6 STA.42+42 - - - - --_--F02(B)---------------F02(B)-- ''L>➢FO(B) ---------- -----f02(B)-----------P--�--F0218)------ 12"APRON_ ------- �• W(D) 12" W(D) �� 12" -- ----------------- - --- - - - - - -- -- -- ------ ------ =-_ --- '9E(C) OE(C) -------- -� OE(C) .fir. ----- - --------OE(G------------ ------------- ---- E(C) J.ID ..... . �. .�.� �.�. 12"RCP ...............................--------------- � v "pry R/W R/W R/W R/W R/WR/M R/W12�-�11 R/M �� R/W R/W R/W`CONSTRUCTION LIMITS. M /W 00 fV LI ! x Gi E3 � b C ny 700. 685_ 680 +0 57 SLOPE LT PROPOSED TEMPORARY EASEMENT FRONTAGE RD f 0 211 40 SCALE(FEET) INSTALL 6.5 L. WITH APR F.L. LT�7 .35 0. F.L. RT=67 .50 > -RADE TCH(, LT J J W w of K=16' 40.00' V.C. Eta. 39+54.19 Elev. = 680.35 a -- -- TRANSIT i L m^ O�^] wa mac mLw STA. 37+20 37- 0 37+60 37+80 38+00 38+20 38+40 38,60 38+80 19 BON-AIRE MOBILE HOME LODGE INC 2801 HIGHWAY 6 E LEGEND PROPOSED PAVEMENT IMPROVEMENTS NOTES: REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM DETAILS I I REFER TO S SHEETS FOR ADA ELEVATIONS m ymy LL ) U) U H N N_ rc m N Cn Q 0_ Z YE a _ U 0 a O E F- U 3 vig Q Lu LA cp O �a o �a� z� ma 0 inwm 4U� m a c� V C A ,= V W 2 a 1 - N V 700 690 ®�I■■■ ■�■ ■■ ■■■. ■■ .: MEN • : Em -ME== - m■mm■■mm SLOPE RT ON L v tC trD t0 � (O t0 i0 f0 O (O ro {O 39- 39+2( 39 40 38+80 39+80 40+ 40+20 40+40 'o Nrn M --a-Aug 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42*00 670 SLOPE RT REFER TO S AND L 665 -- SHEETS FOR ADDITIONAL INFORMATION O O M � cD 42+20 42+40 42+60 SNYDER & ASSOCIATES Project No: 1201115 Sheet D.6 m O P.I. Sta. 43+89.53 p O P.I. Sta. 45+16.18 P.I. Sta. 45+59.73 00 P.I. Sta. 46+2726 a j. a' + = 5° OZ 58.11" (LT) + + ' = 9^ 28' 00.70- (RT) '= 15° 24' 23.85' (LT) { '= 15° 27' 38.06' (RT) O _ _- -_ T = 110.23' It U) T =12.42' T = 20.29' CD T = 40.77 _ _ + - - L� 220.32' L = 24.78' L = 40.33' —L= 80.95' s s m L E=2.43' E=0.51' E=1.3T E=2.75' R = 2.500.00' HIGHWAY *0' 00' R = 150.00' R = 300.00' BEGIN TRAIL PAVING-- STA.42+42 - I F N -. -- F02(8)--- '-•—. --- - r. -f'94( :.-as----. TION-------- ----- _-__-- CONSTRUC LIMITS ( ==FO ((B) --—---------'-F02(6)-- -----r�,-F. 10'TYP.iCJ(D�-� .. .- .. --ME(C) -------------- -OE(C)---- -------- -- ----------- ---------- - 0 (C)---------------------- —s=_ - OE(C) ------ _ - -- DE(C) -- --- -� ---- to z :r St.p I 18" APRON RCP A y -= U J� �F�L,77�508' _ M � ' 77� . •.,__.—._ Rim= R/W �R� •—•�. F0.--61rcnZ w d --- R/W —_� R/R 18'RCP �� R/W R/M 1 -1. COMPLY WITH R/t O E DR-141 FOR ELBOW - - - - - - - - - - - - - — — — — — — — — — — G(D)— — — — — — — —' — —' — — — PROPOSED ----- - V 0 g w — —G(D)— — — — — YEASEMENT H N rn W m I W a L p �a to to CIO m za N < a g •_ i i *cc LL.1 'MYJ Lu �.A co N cc C, r t �.../ tr :. � cfl U 19 BON-AIRE MOBILE HOME LODGE INC 2801 HIGHWAY 6 E LEGEND 0 40 PROPOSED PAVEMENT ® IMPROVEMENTS W SCALE (FEET) - NOTES: T_ 2 REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM DETAILS ! REFER TO S SHEETS FOR ADA ELEVATIONS } N U 695 Lei C> 79 00 W (/� ! 100. ' V.C. J ' ^ Sta +4 .27 tO �� LL v W I = W I o a N N . C° a oLS 685 -0.7 % > +0 50% T IL NNE I Q m N Z LU 680 — -- —_ -- -- — -- -- -- — -- — -- — _ -- — M w EXISTING GRAEE w - J a Q - i 675 ' =16 � ^ J Q Z - Q .P.I. Sta. 45. 94.64 >I Cn V.P.I. Elev. = 683.50 -- ! - -- I LOP RT rm ISNYDER RE R T S AND L = 3 INFOR DDITI NAL TION _ SLOPE RT &ASSOCIATES ! Project No: 1201115 's - E (j i._. m _-l- ' ---F- -- 8 sN -_--I, _-_�. CN ___.?.__. N _- �m-- m " N "' r" m rn C __.. �" �_ ___ s_ j_. N o ---} o, �! mo �� 8 M eo m� pc �'�� rn -- ---- - �� m � m N m� m� . --Qa m �� ..�45+00 - i� Sheet D.7 422+80 400 43 43+4 43+60 43+80 44 0D q4 STA. 42+40 42+60 444+40 44 0 4480 45-20 45+4D +45+80 46+00 46 0 46+40 46+60 46+80 47+00 47+20 47 +40 47+60 4/�80 p p P.I. Sta. 48+80.38 12* 14.04' (LT)0 O O r� P.I. Sta. 51+22.13 P.I. Sta. 51+91.09 = 19.66" ' r Qt7X P.I. Sta.I 52+8�44 m < :i 0 a CO ' �19--- T 33.44' 32' 59' (LT) = 30' 34' 22.42' RT (C el.-m 6s = 52' 17' 43.05" (LT) m -__ L = 66.60' t { C � L = 57.58' L = 80.04' �f` - L = E=1.86' � R = 300.00' 14, E=4.29' E=5.50' _AaGAW r/ 1.13 E = 1.14 / (n ---- _ ry END TRAIL PAVING BEGIN TRAIL PAVING STA.52+79 R = 10. / MATCH EXISTING ¢ F o N '_F02(8)--..----.-- FO(B) ---- _ _ _ - f02(B)=--E�181------------F02(81---- _-FO(B>----'._----_----- _ --F02(B)---------------F02(B) �STA.52+27 F0(8) -- ) �:C qba--------.- -_ ------- _ -F02t ,, (a Z p _ y m > rn o ---- ---- 0 Y�--- --- _ y • •�. - - ,�}- - tZ'_----- - DECCi- ---------- OE(C) t " w(D) �. — — 2- — (DTa+au• r .man --O - Mi 72" W�(CC�r ) ----------_ — — —R/W •-ira'- - - - R/W --------------- OE(C)--------- R/W j D) F.L.�80.t1 a•rne R/W �� R/W 44" ARCH PIPE \ /W R/W R/W R/W R/W R/ EXISTING i' i' ewes - MATCH EXISTING- (a -.-- _.-.-._ _._.-._._. _.-.-._. _.-. ----------------- CABLE TV - ._._.-. _. _. _. _. _. _.-..-._EASEMENT-._.-.-_ .- _. ___r=-_��.----_.� '• _-_. -Y-- -.- R im=683.43 ( R Z ------------------------- 1 44" ARCH APRON '\ .. , F.L.�75.66 30' R T�L.=676 ss 3s• RlP t.omeo m d Rim=6ftl.ig '- 16'RCP W R`W " •\ ., ., ., ., ., .. .•� Rm-7-60 •� ._� o •tee/� a�iisuc ,/' _ WALKWAY CONSTRUCTION LIMITS Tie EASEMENT 0 - -- - _�. - - . _ . _ BIgBt Retaining W EXISTING MATC_ H EX7,Unter}�pw l %r Imm- ; 75 w` 'o a 2 Rca E i -•�,` R/W ". T9e«y,2' 11W.�i76.38 - Arch PIS' R /' ^ � ��---- \ z i The Overlook Apartments '� � � _ � � � �Ir � . 10'TYP. - l � � � . �. While Pia:sc Fence T ' •'.�. I "We_4moFen � f 1 an� r w h . 3 l I�� Q : I pX d i �j O - H S N m — ® .... RimwB!.15 I F.L/5.4> 6•PVCS i • FL-6,630"RCPN Woeo Timb Plainerw u0 �', I M mmI yOxI ;p I U Q g w LuSTING rNtl m j4 •� STORMWATER MANAGEMENT EASEMENT I K¢ N v yawl O F- 7 \ I I 0Q_ MW� cry CV P I I goN J M LAJ Lu Imcp-i I l• LL _ r) lid U i - 77, � q BON-AIRE MOBILE HOME 2801 HIGHWAY LODGE INC 6 E THE MANE GATE LLC 2725 HEINZ RD #7 LEGEND o 20 4a I 2 PROPOSED PAVEMENT IMPROVEMENTS V W SCALE (FEET) _.... NOTES: REFER TO L SHEETS FOR INTERSECTION DETAILS — REFER TO M SHEETS FOR STORM DETAILS � REFER TO S SHEETS FOR ADA ELEVATIONS — L / I O - 0? J cn n - ...... _-._. _ 69Q 120. 'v.c ��-. jr V: .1. Ele 1. = 68 3.04 w 0 0 Q o 680 IL CE TER41NE TRAJEXIS TRAI INC CEN- RADE190 RLI10 M Z a W - - - - -- _ Q D _ 54' ,� a K o 1675 T, +001 I - .c. a. J Z INSI ARCH ALL 8!L.F. WITH L. LT O APRON 676A 44" P.1 .P.I. Sta. Elev. +86' 684. a > Q ' ^ 67 I --E—T—T 665 -� I I I , - -- --- -- --- --- - -�- - -- �-- S N Y D E R SLOPE RT _I I SLO LT � SLOPERT &ASSOCIATES R FER O S AND L SHEETS FOR I I TRAON M I E } N Ol ',r + r, f�0 a (n _� _ - -- N N ..—k-- O --- - - — -- - - 't9i -i- - ._ .....—. __.-- - ..y..___._ ., .__L_— ..—i.._._..- ---+---- - 1 I Pro ect No: 1201115 I fJ ry ^ o b _ o '� lir I.— N � I 19 ^ _ lh {7 49+20..__ _-.. Sheet D.8 47,90 48+00 48+20 48+40 48+60 48+80 49+00 49+40 49+80 49+80 50+00 50+20 50+40 50,60 5p+80 51+00 51+20 51+40 51+80 51+80 5 52+p 52+40 r�+80 52+80 c Y u m I I I \ O II O ^ CD O O O o' 32 \ �- i t t t t .. O m C) �- CV M NT ul N t \ m e- W Cf) ( \ N U N Q O \ HIGHWAY 6 ~ \ j ' Ic F�eunc Fiber ^ One Ain. 0.m-d- Blvd '\ PnSb Bl' on.OnC Wa ICAT— - FO(B) ---------- FO(B) __ ---.-- FO(B) --- - FO(B)--------L------- FO(B - $ - f V o 2 Pns, turns. Ni9l,wey j Sip-1 Cabinet N 0 PROTECT EXISTING SIGNAL I$kBINET ¢ o I z I e V PC TRIM TREES AS NECESSARY BY OTHERS. TRIM TREES AS NECESSARY BY OTHERS. COORDINATE WITH ENGINEER. COORDINATE WITH ENGINEER. E w a I I CLEAR AND a I i U( )- Ir EoENTIEPLANER -------6)-- ---- ---- - FO )----- ---.- 0 y ( --- -F02(0)--- o ~ U n o 0; o i Q w Q m - i...i ACC ; ----- V Q O O O I O Z CO 3 ¢)------- ------ s C) -- ----------- s(c) -------------- s(c) --- ---------- s(G -- --- — st -- ---- — — S(c)-------- -- — sic --- — p----- — LL I 3� I � mom T rn w ----- ------ ---- ------------------------------- -------- -- OE(GR/W------- R/I — 0 ( ) -- —---- OE(C --- -- ) ----- talc --�(� o/*----- --- pA ECG ------------ E(C) OE(C OE(CT R/W 7 ( --- — OE(C) — --- _ u' I' a i C 4>1 Uf 0 LEGEND V ) a�O 5 0+ a 7 PAVEMENT REMOVAL Z Cr t2 3 o zo ac FELD. JAMES E. & 6 - O FELD. JARROD R. & O WOODARD NF_PTUNE LAND COMPANY SANDRA LEE VELDHER TRUST FELD. PAMELA A. HAHN. MARGARET K 2216 HOLL® SIDEWALK REMOVAL 2200 HOLLYWOOD BLVD 2204 HOLLYWOOD BLVD SCALE (FEET) 2212 HOLLYWOOD BLVD 2214 HOLLYWOOD BLVD �+ S S STORM SEWER REMOVAL I A iv SAW CUT LINES W O CLEARING AND GRUBBING �O HIGHWAY 6 N V �, + �► L CD --ICr--- or —. V _-- .tea_—,�,� — — — — — FO(B_.._. )----— .—.__. — — — — — FO(B) _. ---- — — — — — — FO(B) ------..._ _ ___..----- f0(B) ------- - - — — .— -- FO(B)— — — — — — — — — — — — — --— F0(0)— — — — —Fb'-------- F0t0I titter Remove) Courtesy Or Greenstate U � t-� --- i—um ---------------F02(B)---- 3----F02(0)-- ------ S(C) --- 1 '^ CD cn a > 0s - Ln O — -----.--F02(0)---- I-.- M uJ u PRO CT TREE 1 H Q PR TECTMANHOLE W O Z -- S(G--------------- Sic) --------------- S(C)---------- _--- St ) -- Q PROTECT REE a V I I T I ------- pE(G------------ OE(C ------ OE(C)------------- 0 --- OE(G — R -_-_R p R/YI• )R/i -T R/r R/)II F!(%I __ '-_-___ ZZ $_ I )ER M.& 0 20 a0 10 11 12 )D BLVD I 1MINOR FISHER.4 HOLLYWOOD B VD 22 0HOLLYWOOD BLVD I 23 0HOLLYWOOD BLVD I2 04 HOLLR 222YWOOD RI Vr) SCALE (FEET) x I PROTECT PLANTER 0�(CJ— _________.R�M_O C� __.______— n�rr�Plan(er Y \ I � I Ok 14 15 LUCAS. DENNIS E_ WOFFORD. MARILYN CLAIRF 2312 HOLLYWOOD BLVD 2316 HOLLYW )Or) BLVD SNYDER &ASSOCIATES Project No: 1201115 Sheet F.1 �LL m°n_ I as O O O I x E O O O I p m + + + + O O E LL N CV)i 19t O O V s N N N I N + + C/) HIGHWAY 6 N N N `J ZZ O'1 O y .. £ — FOM)--'------------- FO(B) -- ---I � a ----------- FO(B) -------- n �---- FO(B) ----------------- FO(B) --------------- FO(B) --------------- FO(B) --------- co N I 6 RELOCATION OF GUY WIRE TO BE Z PROTECT MANHOLE COMPLETED BY UTILITY PROVIDER m d GRUB STUMP -----+- ------ S(C)--------------- S(C) --------------- S(C)--------------- S(C) S(C)--------------- S(C) ------------- S(C) w--------------- �_�_.,_�--- --- — 2(8)---------------F02(B)----- _. f02(B GRUB6"DIA. STUMP ) F02(B)------- i--------------------------- —'--'-----F02(6)-- O E c� i(B) F01(B) — -- ---C—; PROTECT POWER POLE ---- --- --- PRO CTTREE _ PROTECT TREE V PROTECT EE PR ECT T EE P TFCT TR J P TECT T E P TECT THV g y �. .in N° ParklN Anytime No Parki ytkne W rn m u Q O y FRONTAGE RD z 0- J i 3 W i mQ— rnw . -- -R ---.------ ----- ------ nF( --------- -- nc/c(----------- -FJ I ------------ nF--------- - -- -- -- m _ _ nrrn ----- N ED J V l- LEGEND O V 2g 4 ® PAVEMENT REMOVAL � 16 � Z IHIW T ® SIDEWALK REMOVAL 2�" GHWAY6E SCALE (FEET) N S S STORM SEWER REMOVAL /A � i ' o I O � V♦ SAW CUT LINES I n W CLEARING AND GRUBBING Q I N i N HIGHWAT6 REMOVE AND REINSTALL SIG AS NEEDED, M Y OTHERS. COORDINATE W ENGINEER. N U N o PRO CT TRAFFIC ARM LO O o REMOVE PIPE 3BQT CT ELECTRIC _ -- FO(B)------'---- — F w _ � - i _ �L------- _, _ T ne�y Dwi ed HI F — FO(B: --- 0t8) -a co /n r --FOIE) — — --- FO(e) ----- � _' CONTRA OR SHALL2 LOCATIONS 1 R 8 (%tideA Highway �c Not Erter Cn OF WATE MAIN VALVES TECT / /� a� ( REMOVE FES ADJUST DURING CONSTRUC N) sm O J Q REMOVE FES \� --------------- S(C)-------- ----- S(C > REMOVE FES '- -( - i OVE F ES - ------------- S(C) - - - ----- -- ) ---i-4--F02cB)------ v � W )>---- - - - - S(C) ------ ANDEC CATF N O GU ------F02c8i*�-- LO O --F6TiH%= SSCL_________ PROTECT H----- i \ ---- f 02(8)--------- f02<B) BEHAVE FES--- -- SCCL REMOVE FES)------ - 4(C) -- T BE —FO1tB) ---- —F- ----—F01(B) --- —� — — — — --- 8 — ----- F01tB \ —' T -- ' ---- St REM\OVEB EMOVEFES \ W C) R US SHELTER -- \ PR C EXIS ING U � eussheker� Q " ROTECT TR E � PR TECT E ROTECT EE J / SI 1 PR TECT T E \ �� PROTECT GAS MAIN \ NO ark /Anyrima '\ top Par, in nvti o f k 1 W / GRUB 11" DIA STUMP GRUB 15" DIA. REMI� D REINST L SIGN, AS NEEDED, GRUB 13" DIA. STUMP B"THER . COORDI TE WITH ENGINEER. li / EMOVE AND REINSTALL SIGN, AS NEEDED, REMOV AND \ j )/ \ ! O Z Y OTHERS. COORDINATE WITH ENGINEER. ' ^ / OTHERS. COORDINATE \ R OC ION OF H N E T BE RF,M VE EXISTI POST `�\ \ Q V, FRONTAGE RD WITH ENGINEER. C MPL ED Y U L 0 ER / a stop (C) ----------- OE(C) \ R/W----RXYY------- ZLF MAW: --' ��.7ir-- QE4W -- iHM ------- 0 ) - -- --- — - OE( R/W R/M T- R/N R/M LL VALVE BOX ADJUSTMENT / EXTENSION III PRE SERVE AND PROTE T EXISTING 17 S N Y D E R E III FENC�:Lxk Int.,rse.,, &ASSOCIATE S III \ YOUMIN WU REVOCABLE RUST s �11111 16 0 zo 40 HONG ZHU REVOCABLE TRUST 3 2261 LAKESIDE DR Project No: 1201115 III 2401 HIGHWAY 6 E SCALE (FEET) / Sheet F.2 --_.---- FO(B) ---. -------------.--- F0(8) -- SpeW L)mk4 ---------12" W(D)- - - - - - - - - 12" W(D) --- REMOVE EXISTING F TOE WALL _ __ REMOVE EXISTING - f PLANTER AND SIGN-- 1.j pih,* Plan w.' RWer R k PIS C) C) Ln CM HIGHWAY 6 O O CIO O ti M CD C) 00 —_V) ----- --- _.----- FO(B) --(q Two way Traffic----F02(B)----- -_--===F02(HT _- i2YY(IIJ-= - - - - - - - - 1Y" W(D) - - - - - 12" W(D)------- 021S - ----- - ----F02(B)- F02(8) .._.- - ---R OE(C) --------------- OE(C) ----------- OE(C) ---- ------- OE(C) -------- ---- OE(0)--------------- OE(C) --------------- OE(C)--------------- OE(C)---------- -� R/W R/W R/ R/W R/W R/W R/W R/W - M ' � al FRONTAGE RD � - R/W \ LEGEND /� 18 0 20 40 19 PAVEMENT REMOVAL t GM RETAIL. LLC BON -AIR E MOBILE HOME LODGE INC ® SIDEWALK REMOVAL 2601 HIGHWAY 6 E N SCALE (FEET) 2801 HIGHWAY 6 E J\ S S STORM SEWER REMOVAL O �� O O O i�us»n:7ii SAW CUT LINES + �( t t �( t \(\ - M _'4 ELEPRTECT CTRICAL CLEARING AND GRUBBING MANHOLE Xl� Fn(a) Fes, HIGHWAY 6 ACC Fpz(a>— �F02_(B)---------------F02(B)------ F02(B)--_.---------- - - - - _ - F02(- ----------------F0216)------ �-0FO(B) - - - '--- -- -------- -- --12" W(D) ---------------12" W(D) -------- -12 lC PROTECT POLE PROTECT POLE ----- OE(C)--------------- 0 OE(G------------- 0 1 REMOVE AND REINSTAL.I��SJfN.HASMEEBED,----- OE ------------- OE(C) -- ----- OE(C)--------------- OE(C)--------------- OE(C) --------------- OEtC) ---- ------ ) - - --- = BYfTTYiERS.-C60iFbINATE"WIT ENGINEER. -PROTECT-P-OLE - - - -G(D) - - - - - - -- G(D)--------- -----G(D)------------� J. -- __ C Stop RELOCATION OF GUY WIRE -TO-BE ._....... _ o Co - R/W_. ... CIEuj co C N R/W R/W R/W FRONTAGE RD R/W R/W R/W R/W --- - G(D) -'- 0 20 40 SCALE (FEET) o Cl) a a LL: 0 �I m - Y � m L M U N � N Z � O sn" o � m o w � U O m Co z m Y _ O E O o U Q W uN N cu�la O Cn _ z0- J 3� m 0 n Lu m 0 N _ M Q � — M H to U Q � A V Lu r 2 Q 1 L U I 'C) W V 1 Cq to a 06 T— 2 W MLu W W U 1 W Q 0 Z a 6 SNYDER &ASSOCIATES Project No: 1201115 Sheet F.3 c "•'.ti-x i;i-:• r}tY!•. r ,.,,•_t. O - -s-• Cif ul�,'�,�..� '_. v, ,-._ :: - _�. -fir`"-._.. � _ a� � • ., ;,, x �<,c p - IL CO '` J*s. ;, ':, a.-... Y.: ..s - ,,. fir„ .,.r�u ,s.._ •: .d .-._ _ "_ ` y , '{] - 'id y p j� yy .I< - Yz :., - ..d..> o-x. , h .. n 'L ,' �• 'k'r. S If Z: RJ , „ . 1, c, x. a, La A 4 ' HIGHWAY 6 pill GQ GQ�� r, Ge r r� ca VrVj t , .i Ar r-_r r4~ p y>. __ r..�r .. .gym _#.-._ e `k�',tta.'". �• y. - - k` a AMPyy x r o goo zoo Y. � � �i•S - -_ � `��ic� Y � 4 E (FEET) gm SCAL rc "tom=-�O - -' �r•� f � ,:'-. Q ' 0 IN PROJECTCONTROL s z ._ "? e �� IOWA REGIONAL COORDINATE SYSTEM ZONE 10 (CEDAR RAPIDS) NAD83(2011)(EPOCH 2010.00) MTN DERNED - US SURVEY FEET :ontrol Point CP10 Northing 17926493.19 Easting 120548148.251 Elevation 68407 1/2" IRON ROD WITH RED PLASTIC CAP CP11 7926686.32 2054779379 683.59 1/2" IRON ROD WITH RED PLASTIC CAP CP12 17927013.56 120547198.121 679-93 1/2" IRON ROD WITH RED PLASTIC CAP CP13 17927179.06 120546989.031 680.42 1/2" IRON ROD WITH RED PLASTIC CAP CP14 1 7927726.4 120546401.48 68012 1/2" IRON ROD WITH RED PLASTIC CAP CP15 17928040.05 120546012.371 682.47 1/2" IRON ROD WITH RED PLASTIC CAP CP16 7929327.25 20544433.79 698.38T 1/2" IRON ROD WITH RED PLASTIC CAP CP17 17928939.56 120544912.121 693.13 1/2" IRON ROD WITH RED PLASTIC CAP { w g x - Y 0 100 zoo SCALE (FEET) m FRONTAGE RD 71 I! =11imam '10�1 '71 .1 all; r iiri 9 3 BMA 682.39 CUT X IN STORM INTAKE EAST SIDE OF HEINZ ROAD •. Ta. J BMB 682.05 SPIKE IN POWER POLE AT ENTRANCE TO FRONTAGE ROAD BMC 680.56 CUT "X" IN STORM INTAKE SOUTH EAST QUADRANT OF LAKESIDE DRIVE AND FRONTAGE ROAD 695.20 CUT "X" IN STORM INTAKE EAST SIDE OF FAIRIVEADOWS BLVD SNYDER &ASSOCIATES Project No: 1201115 Sheet G.1 Horizontal Alignment Review Report Report Created: 4/19/2022 File \\Gemini\Volume\Projects\2020\120.1115.07\CADDt1201115_GEOM.dgn Last 4/19/2022 8:25 Note: Al units in this report are in feet unless specified otherwise. Horizontal Alignment Review Report Report Created: 4/19/2022 File \\Gemini\Volume\Projects\2020\120.1115.07\CADD\1201115_GEOM.dgn Last 4/19/2022 8:25 Note: All units in this report are in feetunless specified otherwise. Horizontal Alignment Review Report Report Created: 4/19/2022 File \\Gemini\Volume\Projects\202Ml20.1115.07\CADD11201115_GEOM.dgn Last 4/19/2022 8:25 Note: All units in this report are in betunless specified otherwise. Horizontal Alignment Review Report Report Created: 4/19/2022 File \\Gemini\Volume\Projects\2020\120.1115.07\CADD\1201115_GEOM.dgn Last 4/19/2022 8:25 Note: All units in this reporters in bet unless specified otherwise. Alignment Name: TrailCL Alignment Name: TrailCL Alignment Name: TrailCL Alignment Name: TrailCL Station Northing Fasting Station Northing Easting Station Northing Fasting Station Northing Easting Element: Linear Element: Linear Element: Linear Element: Circular POB () 10+00.00 RI 7929145.29 20544645.46 PT () 15+99.59 Rt 7928738.97 20545082.89 PT () 20+71.14 R1 7928449.98 20545450. PRC () 28+12.81 R1 7927973.2 20546017.57 PC () 10+82.65 R1 7929088.98 20544705.96 PC () 16+02.83 R1 7928736.27 20545084.69 PC () 24+34.20 R1 7928220.63 20545731.7 PI () 28+42.26 R1 7927950.51 20546036.35 Tangential Direction: S 47°02'59.63" E Tangential Direction: S 33°42'06.37" E Tangential Direction: S 50°49'27.01" E CC () 7928164.47 20546248.69 Tangential Length: 82.65 Tangential Length: 3.24 Tangential Length: 363.06 PT () 28+71.53 R1 7927931.91 20546059.18 Element: Circular Element: Circular Element: Circular Radius: 300 PC () 10+82.65 RI 7929088.98 20544705.96 PC () 16+02.83 RI 7928736.27 20545084.69 PC () 24+34.20 R1 7928220.63 20545731.78 Delta: 11°1748.89" Let PI () 11+03.09 RI 7929075.05 20544720.92 PI () 16+47.99 RI 7928698.7 20545109.75 PI () 24+47.78 R1 7928212.06 20545742.3 Degree of Cunature (Arc): 19*0654.94" CC O 7928979.19 20544603.76 CC O 7928902.74 20545334.27 CC O 7928104.35 20545637.02 Length: 58.71 PT () 11+23.28 RI 7929057.63 20544731.61 PT () 16+92.48 Rt 7928670.17 20545144.76 PT () 24+61.28 RI 7928201.73 20545751.11 Radius: 150 Radius: 300 Radius: 150 Tangent: 29.45 Delta: 15°31'12.35" Right Delta: 17°0T20.64" Left Delta: 10°20'35.46" Right Chord: 58.62 Degree of Cumture (Arc): 38°11'49.87" Degree of Cunsture (Arc): 19005'54.94" Degree of Cuneture (Arc): 38°1149.87" Middle Ordinate: 1.44 Length: 40.63 Length: 89.65 Length: 27.08 External: 1.44 Tangent Direction: S 39°36'38.12" E Tangent: 20.44 Tangent: 45.16 Tangent: 13.58 Radial Direction: S 50°2a21.88" W Chord: 40.51 Chord: 89.32 Chord: 27.04 Chord Direction: S 45°13'02.56" E Middle Ordinate: 1.37 Middle Ordinate: 3.34 Middle Ordinate: 0.61 Radial Direction: S 39°1932.99" W External: 1.39 External: 3.38 External: 0.61 Tangent Direction: S 50°4927.01" E Tangent Direction: S 47°02'59.63" E Tangent Direction: S 33°42'06.37" E Tangent Direction: S 50°4927.01" E Element: Linear Radial Direction: S 42°5T00.37" W Radial Direction: S 56°1T53.63" W Radial Direction: S 39'1032.99" W PT () 28+71.53 R1 7927931.91 20546059.18 Chord Direction: S 39°17'23.45" E Chord Direction: S 42°15'46.69" E Chord Direction: S 45°39%28" E PC () 28+85.41 R1 7927923.14 20546069.95 Radial Direction: S 58°28'12.72" W Radial Direction: S 39*1932.99" W Radial Direction: S 49°31'08.45" W Tangential Direction: S 50°4927.01" E Tangent Direction: S 31°31'47.28" E Tangent Direction: S 50*4927.01" E Tangent Direction: S 40°2851.55" E Tangential Length: 13.89 Element: Linear Element: Linear Element: Linear Element: Circular PT () 11+23.28 R1 7929057.63 20544731.61 PT () 16+92.48 R1 7928670.17 20545144.76 PT () 24+61.28 R1 7928201.73 20545751.11 PC () 28+85.41 R1 7927923.14 20546069.95 PC () 11+23.29 R1 7929057.63 20544731.61 PC () 19+%81 R1 7928506.99 20545345.02 PC () 24+70.33 R1 7928194.85 20545756.99 PI () 29+11.90 R1 7927906.4 20546090.48 Tangential Direction: S 31"31'54.42" E Tangential Direction: S 50°4927.01" E Tangential Direction: S 40°28'51.55" E CC () 7928000.66 20546133.12 Tangential Length: 0 Tangential Length: 258.33 Tangential Length: 9.05 PT () 29+37.19 R1 7927902.03 20546116.6 Element: Circular CCV Element: Circular Element: Circular Radius: 100 PC O 11+23.29 R1 7929057.63 20544731.61 PC O 19+50.81 R1 7928506.99 20545345.02 PC O 24+70.33 R1 7928194.85 20545756.99 Delta: 29°40'06.93" Left `P1 y-- - O 11+65.78 R1 7929021.4 20544753.84 PI O 19+73.39 R1 7928492.72 20545362.52 PI () 24+83.91 R1 7928184.52 20545765.8 Degree of Curvature (Arc): 57°1744.81" CC r ( ) " 792918&36 20544944.7 CC ( ) 7928623.26 20545439.77 CC ( ) 7928292.23 20545871.08 Length: 51.78 v PT -- O 'Q='j,' 12+07.47 R1 7928994.56 20544786.78 PT ( ) 19+95.63 R1 7928484.24 20545383.45 PT O 24+97.41 R1 7928175.95 20545776.33 Radius: 249.99 Radius: 149.99 Radius: 150 Tangent: 26.49 Delta: 19°1T39.73" Left Delta: 17°OT20.63" Left Delta: 10*2035.46" Let Chord: 51.2 f Degree of•Guneture (Arc): 22*5609.22" Degree of Curvature (Arc): 38°71'59.04" Degree of Cur mture (Arc): 38°11'49.87" Middle Ordinate: 3.33 - Length: 84.18 Length: 44.82 Length: 27.08 External: 3.45 _ Tangent Direction: S 50°4927.01" E Tangent: 42.49 Tangent: 22.58 Tangent: 13.58 Radial Direction: S 39°10'32.99" W Chord: 83.79 Chard: 44.66 Chord: 27.04 Chord Direction: S 65*3930.47" E -.: Akddle Ordinate: 3.54 Middle Ordinate: 1.67 Middle Ordinate: 0.61 Radial Direction: S 9°30'26.06" W External: 3.59 External- 1.69 External: 0.61 Tangent Direction: S 80*2933.94" E Tangent Direction: S 31°31'47.28" E Tangent Direction: S 50*4927.01" E Tangent Direction: S 40°2851.55" E Element: Linear Radial Direction: S 58°2612.72" W Radial Direction: S 39*1032.99" W Radial Direction: S 49°31'08.45" W PT () 29+37.19 R1 7927902.03 20546116.6 Chard Direction: S 41*1037.14" E Chard Direction: S 59°23'07.32" E Chord Direction: S 45°39D9.28" E PC () 29+85.12 R1 7927894.11 20546163.86 Radial Direction: S 39°10'32.99" W Radial Direction: S 22*03'12.36" W Radial Direction: S 39°11732.99" W Tangential Direction: S 80°29'33.94" E Tangent Direction: S 50°4927.01" E Tangent Direction: S 67°5647.64" E Tangent Direction: S 50°4927.01" E Tangential Length: 47.92 Linear Element: Linear Element: Linear Element: Circular PT () 12+07.47 R1 7928994.56 20544786.78 PT () 19+95.63 R1 7928484.24 20545383.45 PT () 24+97.41 R1 7928175.95 20545776.33 PC PC () 15+24.88 R1 7928794.05 20545032.84 PC () 20+26.32 R1 7928472.72 20545411.89 PC () 27+63.88 R1 7928007.61 20545982.9 PI Tangential Direction: S 50°4927.01" E Tangential Direction: S 67*56*47.64" E Tangential Direction: S 50°4927.01" E 1 CC 1 Tangential Length: 317.41 Tangential Length: 30.69 Tangential Length: 266.47 PT Circular PC O PI ( ) CC O PT () Radius: Delta: Degree of Curvature (Arc): Length: 15+24.88 R1 7928794.05 20545032.84 15+62.51 R1 7928770.28 20545062.01 7928600.25 20544874.91 15+99.59 R1 7928738.97 20545082.89 250 17°0720.64" Right 22*5605.92" 74.71 Tangent: 37.64 Chord: 74.43 Middle Ordinate: 2.79 External: 2.82 Tangent Direction: S 50*4927.01" E Radial Direction: S 39°10'32.99" W Chord Direction: S 42°15'46.69" E Radial Direction: S 56°1T53.63" W Tangent Direction: S 33°42'06.37" E Circular PC () 20+26.32 R1 7928472.72 20545411. PI () 20+48.90 R1 7928464.24 20545432. CC ( ) 7928333.71 20545355. PT ( ) 20+71.14 R1 7928449.98 20545450. Radius: 149.99 Delta: 17°OT20.63" Right Degree of Cuneture (Arc): 38°11'59.04" Length: 44.82 Tangent: 22.58 Chord: 44.66 Middle Ordinate: 1.67 External: 1.69 Tangent Direction: S 67°5647.64" E Radial Direction: S 22*03'12.36" W Chord Direction: S 59°23'07.32" E Radial Direction: S 391012.99" W Tangent Direction: S 50°4927.01" E it: Circular PC () 27+63.88 R1 7928007.61 20545982. PI () 27+88.43 R1 7927992.11 20546001.9 CC O 7927813.81 20545824.9 PRC () 28+12.81 R1 7927973.2 20546017.5 Radius: 250 Delta: 11°1248.89" Right Degree of Curveture (Arc): 22'55'05.92" Length: 48.93 Tangent: 24.54 Chord: 48.85 Middle Ordinate: 1.2 External: 1.2 Tangent Direction: S 50*4927.01" E Element: Linear Radial Direction: S 39°1032.99" W PT Chord Direction: S 45°13'02.57" E PC Radial Direction: S 50°23'21.88" W Tangent Direction: S 39°3638.12" E () 29+85.12 R1 7927894.11 20546163. () 29+98A9 R1 7927891.91 20546177 O 7927844.8 20546155. () 30+11.25 R1 7927883.41 20546187, Radius: 50 Delta: 29°57'04.49" Right Degree of Cuneture (Arc): 114°3529.61" Length: 26.14 Tangent: 13.37 Chord: 25.84 Middle Ordinate: 1.7 External: 1.76 Tangent Direction: S 80°29'33.94" E Radial Direction: S 9°30'26.06" W Chord Direction: S 65°31'01.70" E Radial Direction: S 39°2T30.55" W Tangent Direction: S 50°3229.45" E () 30+11.25 R1 7927883.41 20546187. () 30+84.96 R1 7927836.56 20546244. Tangential Direction: S 50°3229.45" E Tangential Length: 73.71 SNYDER &ASSOCIATES Project No: 1201115 Sheet G.211 Horizontal Alignment Review Report Report Created: 4/19/2022 File \\Gemini\Volume\Projects\2020\120.1115.07\CADD\1201115 GEOM.dgn Last 4/19/2022 8:25 Note: NI units in this reporters in feetunless specified otherwise. Horizontal Alignment Review Report Report Created: 4/19/2022 File \\Gemini\Volume\Projects\2020t120.1115.07\CADD\1201115-GEOM.dgn Last 4/19/2022 8:25 Note: NI units in this reportare in festunless specified otherwise. Horizontal Alignment Review Report Report Created: 4/19/2022 File \\GemirrlVolume\Projects\202Ml20.11l5.07\CADOkl2011l5_GEOM.dgn Last 4/19t2022 8:25 Note: NI units in this reportare in feetunless specified otherwise. Horizontal Alignment Review Report Report Created: 4/19/2022 File \\Gemini\Volume\Projects\2020\120.1115.07\CADD\1201115 GEOM.dgn Last 4/19/2022 8:25 Note: Al units in this reporters in feetunless specified otherwise. Alignment Name: TrailCL Ailgnment Name: TrailCL Alignment Name: TrailCL Alignment Name: TrailCL Station Northing Easting Station Northing Easting Station Easting Station Northing Easting Element: Circular Element: Circular Element: Circular -Northing Element: Circular PC () 30+84.96 R1 7927836.56 20546244.29 PC () 30+84.96 RI 7927836.56 20546244.29 PC () 30+84.96 RI 7927836.56 20546244. PC () 30+84.96 Rt 792783&56 20546244.29 PI () 31+01.12 R1 7927826.3 20546256.76 PI () 31+01.12 R1 7927826.3 20546256.76 PI () 31+01.12 R1 7927826.3 20546256.7 PI () 31+01.12 R1 7927826.3 20546256.76 CC () 7927759.36 20546180,74 CC () 7927759.36 20546180.74 CC () 7927759.36 20546180.74 CC () 7927759.36 20546180.74 PT () 31+16.99 R1 7927812.63 20546265.37 PT () 31+16.99 Rt 7927812+63 20546265.37 PT () 31+16.99 R1 7927812.63 20546265.3 PT () 31+16.99 R1 7927812.63 20546265, 37 Radius: 100 Radius: 100 Radius: 100 Radius: 100 Delta: 18"21'10.58" Right Delta: 18"21'10.58" Right Delta: 18"21'10.58" Right Delta: 18"21'10.58" Right Degree of Cuneture (Arc): 57°1T44.81" Degree of Cuneture (Arc): 5701T44.81" Degree of Cuneture (Arc): 57"1T44.81" Degree of Cuneture (Arc): 57"1T44.81" Length: 32.03 Length: 32.03 Length: 32.03 Length: 32.03 Tangent: 16.15 Tangent: 16.15 Tangent: 16.15 Tangent: 16.15 Chord: 31.9 Chord: 31.9 Chord: 31.9 Chord: 31.9 Middle Ordinate: 1.28 Middle Ordinate: 1.28 Middle Ordinate: 1.28 Middle Ordinate: 1.28 External: 1.3 External: 1.3 External: 1.3 External: 1.3 Tangent Direction: S 50°3229.45" E Tangent Direction: S 50°3229.45" E Tangent Direction: S 50°3229.45" E Tangent Direction: S 50'3229.45" E Radial Direction: S 39°27'30.55" W Radial Direction: S 39°2730.55" W Radial Direction: S 39°2T30.55" W Radial Direction: S 39°2T30.55" W Chard Direction: S 41°21'54.17' E Chord Direction: S 41'21'54.17" E Chord Direction: S 41"21'54.17" E Chord Direction: S 41"21'54.17" E Radial Direction: S 57°48'41.12" W Radial Direction: S 57*4941.12" W Radial Direction: S 57*4941.12" W Radial Direction: S 57"4941.12" W Tangent Direction: S 32°11'18.88" E Tangent Direction: S 32*11'18.88" E Tangent Direction: S 32°11'18.88" E Tangent Direction: S 32*11'18.98" E Element: Linear Element: Linear Element: Linear Element: Linear PT () 31+16.99 Rt 7927812.63 20546265.37 PT () 31+16.99 R1 7927812.63 2054626&37 PT () 31+16.99 R1 7927812.63 20546265.3 PT () 31+16.99 R1 7927812.63 20546265.3 PC Q0 O 31+92.42 R1 7927748.79 20546305.55 PC O 31+92.42 R1 7927748.79 20546305.55 PC O 31+92.42 R1 7927748.79 20546305. PC O 31+92.42 R1 7927748.79 20546305.55 N Tangential Direction: S 32"11'18.88" E Tangential Direction: S 32'11'18.88' E Tangential Direction: S 32"11'18.88" E Tangential Direction: S 32*11" 8.88" E Tangential Length: 75.42 Tangential Length: 75.42 Tangential Length: 75.42 Tangential Length: 75.42 Element: Circular ""^PC - + `'" Element: Circular Element: Circular Element: Circular (� O 31+92.42 R1 7927748.79 20546305.55 PC O 31+92.42 R1 7927748.79 20546305.55 PC 31+92.42 R1 7927748.79 20546305.55 PC O 31+92.42 R1 7927748.79 20546305.55 () 32+21.55 R1 7927724.14 20546321.07 PI () 32+21.55 R1 7927724.14 20546321.07 PI () 32+21.55 R1 7927724.14 20546321.07 PI O 32+21.55 R1 7927855.14 20546474+81 O 7927855.34 20546474.81 CC () 7927855.34 20546474-81 CC () 7927855.34 20546474.81 CC () 7927855.34 20546474.81 RT M �� F _ () 32+50.28 R1 7927704.94 20546342.97 PT () 32+50.28 R1 7927704.94 20546342.97 PT () 32+50.28 R1 7927704.94 20546342.9 PT () 32+50.28 R1 7927704.94 20546342.97 Radius: 200 Radius: 200 Radius: 200 Radius: 200 Delta: 16°34'32.00" Left Delta: 16°34'32.00" Left Delta: 16°3412.00" Let Delta: 16°3432.00" Let Degf6E'o(ELneture (Arc): 28°3V52.40" Degree of Cuneture (Arc): 28°38'52.40' Degree of Cuneture (Arc): 28°38'52.40" Degree of Cuneture (Arc): 28"3852.40" Length: ✓= 57.86 Length: 57.86 Length: 57.86 Length: 57.86 Tangent: 29.13 Tangent: 29.13 Tangent: 29.13 Tangent: 29.13 Chord: 57.66 Chord: 57.66 Chord: 57.66 Chord: 57.66 Middle Ordinate: 2.09 Middle Ordinate: 2.09 Middle Ordinate: 2.09 Middle Ordinate: 2.09 External: 2.11 External: 2.11 External: 2.11 External: 2.11 Tangent Direction: S 32°11'18.88" E Tangent Direction: S 32*11'18.88" E TangentDirection: S 32°11'18.88" E Tangent Direction: S 32°11'18.88" E Radial Direction: S 57'4641.12" W Radial Direction: S 57*4641.12" W Radial Direction: S 57°4641.12" W Radial Direction: S 57°48'41.12" W Chard Direction: S 40"2834.88" E Chard Direction: S 40"2834.88" E Chard Direction: S 40`28'34.88" E Chord Direction: S 40°28'34.88' E Radial Direction: S 41 *14109.12* W Radial Direction: S 41"14'09.12" W Radial Direction: S 41"14'09.12" W Radial Direction: S 41"14'09.12" W Tangent Direction: S 48°45'50.88" E Tangent Direction: S 48°45'50.88' E Tangent Direction: S 48°45'50.88" E Tangent Direction: S 48*4650.88" E Element: linear Element: Linear Element: Linear Element: Linear PT () 32+50.28 R1 7927704.94 20546342.97 PT () 32+%28 R1 7927704.94 20546342.97 PT () 32+50.28 R1 7927704.94 20546342.97 PT () 32+50.28 R1 7927704.94 20546342.97 PC () 32+57.26 R1 7927700.33 20546348.22 PC () 32+57.26 R1 7927700.33 20546348.22 PC () 32+57.26 R1 7927700.33 20546348.22 PC () 32+57.26 R1 7927700.33 20546348.22 Tangential Direction: S 48°45'50.88" E Tangential Direction: S 48°4550.88" E Tangential Direction: S 48'45'50.88" E Tangential Direction: S 48°45'50.88" E Tangential Length: 6.98 Tangential Length: 6.98 Tangential Length: 6.98 Tangential Length: 6.98 Element: Circular Element: Circular Element: Circular Element: Circular PC () 32+57.26 R1 7927700.33 20546348.22 PC () 32+57.26 RI 7927700.33 20546348.22 PC () 32+57.26 Rt 7927700.33 20546348.22 PC () 32+57.26 R1 7927700.33 20546348.22 PI () 33+26.64 R1 7927654.6 20546400.4 PI () 33+2&64 R1 7927654.6 20546400.4 PI () 33+26.64 R1 7927654.6 20546400.4 PI () 33+26.64 R1 7927654.6 20546400.4 CC () 7928038.74 20546644.85 CC () 7928038.74 20546644.85 CC () 7928038.74 20546644.85 CC () 7928038.74 20546644.85 PT () 33+94.93 R1 7927626.71 20546463.92 PT () 33+94.93 R1 7927626.71 20546463.92 PT () 33+94.93 R1 7927626.71 20546463.92 PT () 33+94.93 R1 7927626.71 20546463.92 Radius: 450 Radius: 450 Radius: 450 Radius: 450 Delta: 17"31'45.92" Left Delta: 17°314&92" Left Delta: 17'31'45.92" Let Delta: 17"31'45.92" Let Degree of Cuneture (Arc): 12°43'56.62" Degree of Cuneture (Arc): 12°43'56.62" Degree of Cunsture (Arc): 12"43'56.62" Degree of Cuneture (Arc): 12"4356.62" Length: 137.68 Length: 137.68 Length: 137.68 Length: 137.68 Tangent: 69.38 Tangent: 69.38 Tangent: 69.38 Tangent: 69.38 Chord: 137.14 Chord: 137.14 Chord: 137.14 Chord: 137.14 Middle Ordinate: 5.25 Middle Ordinate: 5.25 Middle Ordinate: 5.25 Middle Ordinate: 5.25 External: 5.32 External: 5.32 External: 5.32 External: 5.32 Tangent Direction: S 48"4550.88" E Tangent Direction: S 48"45'50.88" E Tangent Direction: S 48'45'50.88" E Tangent Direction: S 48`45'50.88" E Radial Direction: S 41"14'09.12" W Radial Direction: S 41*W09.12" W Radial Direction: S 41"14'09.12" W Radial Direction: S 41"14'09.12" W Chord Direction: S 57°31'43.84" E Chord Direction: S 57"31'43.84" E Chard Direction: S 57'31'43.84" E Chord Direction: S 57°31'43.84" E Radial Direction: S 23°4223.20" W Radial Direction: S 23'4223.20" W Radial Direction: S 23"42'23.20" W Radial Direction: S 23'42'23.20" W Tangent Direction: S 66°17'36.80" E Tangent Direction: S 66`17'36.80" E Tangent Direction: S 66*17"36.80' E Tangent Direction: S 66°1736.80" E Element: Linear Element: Linear Element: Linear Element: Linear PT () 33+94.93 R1 7927626.71 20546463.92 PT () 33+94.93 R1 7927626.71 20546463.92 PT () 33+94.93 R1 7927626.71 20546463.92 PT () 33+94.93 R1 7927626.71 20546463. PC () 34+15.20 R1 7927618.56 20546482.48 PC () 34+15.20 R1 7927618.56 20546482.48 PC ( ) 34+15.20 R1 7927618.56 20546482.48 PC () 34+15.20 R1 7927618.56 20546482. Tangential Direction: S 66°17'36.8(" E Tangential Direction: S 66°17'36.80" E Tangential Direction: S 66"1T36.80" E Tangential Direction: S 66°1736.80" E Tangential Length: 20.27 Tangential Length: 20.27 Tangential Length: 20.27 Tangential Length: 20.27 6 SNYDER &ASSOCIATES Project No: 1201115 Sheet G.3 $� my"u Horizontal Alignment Review Report Horizontal Alignment Review Report Horizontal Alignment Review Report E 9i � :1 a Ea E o d 5reportersm .LL Q� i U N N 1 O N_ E Z o_ c .. N m > O N m II 2 U m O m Q Y o z _ - o a d Q O o U N U vi o Q W uNi m w O �aa (n rn N a z a $� J 3� moa n w rn JN o U rn M Q M co U Q W /� V = a 1 cv U �y�� W m ,W L I W M = W Q a > = `Q 'z^ N r � a SNYDER &ASSOCIATES 7 c Project No: 1201115 Sheet GA 8m Report Created: 4/19l2022 File \\Gemini\Volume\Projects\2020\120.1115.071CADD\1201115_GEOM.dgn Last 4l19l2022 8:25 Note: All units in this report are in feet unless specified otherwise. Repoli Created: 4/19/2022 File \1Gemini\VolumelProjects\2020\120.1115.07\CADD\1201115_GEOM.dgn Last 4/19/2022 8:25 Note: All units in this report are in feet unless specified otherwise. Report Created: 4/19/202'2 File 1\GeminilVoltxne\Projects\2020\120.1115.07\CADD\1201115_GEOM.dgn Last 4/19/2022 8:25 tote: All units in this reporters in feetunless specified otherwise. Horizontal Alignment Review Report Report Created: 4/19/2022 File 1\Gemini\Volume\Projects\20201120.1115.07\CADD\1201115_GEOM.dgn Last 4l19/2022 8:25 Note: NI units in this in feet unless specified otherwise. Alignment Name: TreiICL Alignment Name: TreiICL Alignment Name: TrailCl Alignment Name: TraiICL Station Northing Fasting Station Northing Eastlng Station Northing Eastlng Station Northing Fastng Element: Circular Element: Circular Element: Circular Element: Circular PC () 30+64.96 R1 7927836.56 20546244.29 PC () 34+15.20 R1 7927616.56 20546482.48 PC () 34+15.20 R1 7927618.56 20546482.48 PC () 34+15.20 R1 7927618.56 20546482.48 PI () 31+01.12 R1 7927826.3 20546256.76 PI () 34+69.47 R1 7927598.74 20546532.17 PI () 34+69.47 R1 7927596.74 20546532.17 PI () 34+69.47 R1 7927596.74 20546532.17 CC () 7927759.36 20546180.74 CC () 7927252.31 20546321.66 CC () 7927252.31 20546321.66 CC () 7927252.31 20546321.66 PT () 31+16.99 R1 7927812.63 20546265.37 PT () 35+23.09 R1 7927562.47 20546574.25 PT () 35+23.09 R1 7927562.47 20546574.25 PT () 35+23.09 R1 7927562.47 20546574.25 Radius: 100 Radius: 400 Radius: 400 Radius: 400 Delta: 18°21'10.58" Right Delta: 15°2T12.49" Right Delta: 15°27'12.49" Right Delta: 15°2T12.49" Right Degree of Curvature (Arc): 57°1T44.81" Degree of Curvature (Arc): 14°19'26.20" Degree of Curvature (Arc): 14°1926.20" Degree of Curvature (Arc): 14°19'26.20" Length: 32.03 Length: 107.89 Length: 107.89 Length: 107.89 Tangent: 16.15 Tangent: 54.27 Tangent: 54.27 Tangent: 54.27 Chord: 31.9 Chord: 107.56 Chord: 107.56 Chord: 107.56 Middle Ordinate: 1.28 Middle Ordinate: 3.63 Middle Ordinate: 3.63 Middle Ordinate: 3.63 External: 1.3 External: 3.67 External: 3.67 External: 3.67 Tangent Direction: S 50°3229.45" E Tangent Direction: S 66°1T36.80" E Tangent Direction: S 66°1T36.80" E Tangent Direction: S 66°1T35.80" E Radial Direction: S 39°2T30.55" W Radial Direction: S 23°4223.20" W Radial Direction: S 23°42'23.20' W Radial Direction: S 23°42'23.20" W Chord Direction: S 41°21'S4.1T E Chord Direction: S 58°34'00.55" E Chord Direction: S 58°34'00.55" E Chord Direction: S 58°34'00.55" E Radial Direction: S 57°48'41.12" W Radial Direction: S 39°09'35.69" W Radial Direction: S 39°0535.69" W Radial Direction: S 39°09'35.69" W Tangent Direction: S 32°11'18.88" E Tangent Direction: S 50°50'24.31" E Tangent Direction: S 50°50'24.31" E Tangent Direction: S 50°50'24.31" E Element: Linear Element: Linear Element: Linear Element: Linear PT () 31+16.99 R1 7927812.63 20546265.37 PT () 35+23.09 R1 7927562.47 20546574.25 PT () 35+23.09 RI 7927562.47 20546574.25 PT () 35+23.09 R1 7927562.47 20546574.25 PC () 31+92.42 R1 7927748.79 20546305.55 PC () 40+52.67 R1 7927228.04 20546984.89 PC () 40+52.67 R1 7927228.04 20546984.89 PC () 40+52.67 R1 7927228.04 20546984.89 t-' = Tangential Direction: S 32°11'18.88" E Tangential Direction: S 50°50'24.31" E Tangential Direction: S 50°50'24.31" E Tangential Direction: S 50°50'24.31" E � Tangential Length: 75.42 Tangential Length: 529.58 Tangential Length: 529.58 Tangential Length: 529.58 ElemeM,,,�ircular ^• -. `,; ElemenLO t: Circular Element: Circular Element: Circular � 31+92.42 RI 7927748.79 20546305.55 32+21.55 R1 7927724.14 PC O 40+52.67 R1 7927228.04 20546984.89 PC O 40+52.67 R1 7927228.04 20546984.89 PC O 40+52.67 R1 7927228.04 20546984.89 O �T � � O 20546321.07 7927855.34 20546474.81 PI CC () O 40+81.65 R1 7927209.74 20547007.36 7927344.35 20547079.61 PI CC () O 40+81.65 R1 7927209.74 20547007.36 7927344.35 20547079.61 PI CC () () 40+61.65 R1 7927209.74 20547007.36 7927344.35 20547079.61 .� () iYi `�-� �" Radius: 32+50.28 R7 7927704.94 20546342.97 200 PT () Radius: 41+09.93 R1 7927201.13 20547035.03 150 PT () Radius: 41+09.93 R1 7927201.13 20547035.03 150 PT () Radius: 41+p9.g3 R1 7927201.13 20547035.03 150 Delta: 16°34'32.00" Left Delta: 21°52'20.54" Left Delta: 21°52'20.54" Let Delta: 21°5220.54" Left ,�',;Degree.of Cytveture (Arc): 28°38'S2.40" Degree of Curvature (Arc): 38°11'49.BT Degree of Curvature (Arc): 38°11'49.8T Degree of Curvature (Arc): 36°7149.BT - Length: 57.86 Length: 57.26 Length: 57.26 Length: 57.26 Tangent: 29.13 Tangent: 28.98 Tangent: 28.98 Tangent: 28.98 Chord: 57.66 Chord: 56.91 Chord: 56.91 Chord: 56.91 Middle Ordinate: 2.09 Middle Ordinate: 2.72 Middle Ordinate: 2.72 Middle Ordinate: 2.72 External: 2.11 External: 2.77 External: 2.77 External: 2.77 Tangent Direction: S 32°11'18.88" E Tangent Direction: S 50°50'24.31" E Tangent Direction: S 50°50'24.31" E Tangent Direction: S 50°50'24.31" E Radial Direction: S 57°4841.12" W Radial Direction: S 39°09'35.69" W Radial Direction: S 39°09'35.69" W Radial Direction: S 39°09'35.69" W Chord Direction: S 40°28'34.68" E Chord Direction: S 61°46'34.58" E Chord Direction: S 61°4634.58" E Chord Direction: S 61°46'34.58" E Radial Direction: S 41°14'09.12" W Radial Direction: S 17°1T15.16" W Radial Direction: S 17°1T75.16" W Radial Direction: S 17°1T15.16" W Tangent Direction: S 48°45'S0.88' E Tangent Direction: S 72°4244.84" E Tangent Direction: S 72°42'44.84" E Tangent Direction: S 72°4244.84" E Element: Linear Element: Linear Element Linear Element: Linear PT () 32+50.28 R1 7927704.94 20546342.97 PT () 41+09.g3 R1 7927201.13 20547035.03 PT () 41+09.g3 R1 7927201.13 20547035.03 PT () 41+Og.g3 R1 7927201.13 20547035.03 PC () 32+57.26 R1 7927700.33 20546348.22 PC () 41+09.93 R1 7927201.13 20547035.04 PC () 41+Og.g3 R1 7927201.13 20547035.04 PC () 41+09.93 R1 7927201.13 20547035.04 Tangential Direction: S 48°45'S0.88" E Tangential Direction: S 72°4244.84" E Tangential Direction: S 72°42'44.84" E Tangential Direction: S 72°4244.84" E Tangential Length: 6.98 Tangential Length: 0 Tangential Length: 0 Tangential Length: 0 Element: Circular Element: Circular Element: Circular Element: Circular PC () 32+57.26 R1 7927700.33 20546348.22 PC () 41+09.93 R1 7927201.13 20547035.04 PC () 41+09.93 R1 7927201.13 20547035.04 PC () 41+09.93 R1 7927201.13 20547035.04 PI () 33+26.64 R1 7927654.E 20546400.4 pl () 41+38.63 R1 7927192.E 20547062.44 PI () 41+38.63 R1 7927192.E 20547062.44 PI () 41+38.63 R1 7927192.E 20547062.44 CC O 7928038.74 20546644.85 CC O 7927058.8E 20546990.7E CC O 7927058.8E 20546990.7E CC O 7927058.8E 20546990.7E PT () 33+94.93 Rt 7927626.71 20546463.92 PT () 41+66.63 R1 7927174.5 20547084.71 PT () 41+66.63 R1 7927174.5 20547084.71 PT () 41+66.63 R1 7927174.5 20547084.71 Radius: 450 Radius: 149 Radius: 149 Radius: 149 Delta: 17°31'45.92' Left Delta: 21°48'08.3T Fight Delta: 21°48'08.3T Right Delta: 21°48'08.3T Right Degree of Curvature (Arc): 12°43'S6.62" Degree of Curvature (Arc): 38°2T12.76" Degree of Curvature (Arc): 38°27'12.76" Degree of Curvatu m Horizontal Alignment Review Report Horizontal Alignment Review Report Horizontal Alignment Review Report LC ) A m3 Report Geared: 4/19I2022 Report Created: 4/19/2022 Report Cre €� m t U) QN H 0 N Z 9 N .. m O - m � o m U O 4 m '¢ o z U a _ 2 d O o U U ny Q wpm 3.1 w O �¢a C za J W of 0 Q m a n L J c U rn N Q LPL �co . V ZQ V 2 Q 1 N U 'O^ y 1 _ ' ^ Q �./ L r W M = W Q a > Q = �Z^ v , leeee ( y QV ' 1'i• V r ..f L�.�-• SNYDER n t t &ASSOCIATES 7 Project No: 1201115 s Sheet G,5 8m File \\Gemini\Volume)Projects12020\120.1115.OTCADD11201115_GEOM.dgn Last 4/19/2022 8:25 Note: NI units in this reporters in feet unless specified otherwise. File \1GeminilVolume\Projects\2020\120.1115.OTCADD\1201115 GEOM.dgn Last 4l19/2022 8:25 Note: All units in this reporters in feet unless specified otherwise. ated: 4/19/2022 File 11GeminrlVolumelProjects120201120.1115.OTCADD11201115_GEOM.dgn Last 4/19/2022 8:25 Note: All units in this reporters in feet unless specified otherwise. Alignment Name: TraiICL Alignment Name: TreiICL Alignment Name: TreiICL Station Northing Fasting Station Northing Eastlng Station Northing Fasting Element: Circular Element: Circular Element: Circular PC () 42+79.29 R1 7927103.47 20547172.15 PC () 45+86.54 R1 7926920.22 20547418.27 PC () 51+50.09 R1 7926603.3 20547875.36 PI () 43+89.53 R1 7927033.96 20547257.71 PI () 46+27.26 R1 7926901.04 20547454.2 PI () 51+91.09 R1 7926604.84 20547916.33 CC O 7929043.86 20548748.5 CC O 7926655.58 20547276.97 CC O 7926453.41 20547880.99 PT () 44+99.62 R1 7926972.25 20547349.05 PT () 46+67.49 R1 7926872.97 20547483.71 PT () 52+30.13 R1 7926585.32 20547952.39 Radius: 2500 Radius: 300 Radius: 150 Delta: 5°02'S8.11" Left Delta: 15°27'38.06" Right Dena: 30°34'22.42" Right Degree of Curvature (Arc): 2°1T30.59' Degree of Curvature (Arc): 19°05'S4.94" Degree of Curvature (Arc): 38°11'49.87" Length: 220.32 Length: 80.95 Length: 80.04 Tangent: 110.23 Tangent: 40.72 Tangent: 41 Chord: 220.25 Chord: 80.71 Chord: 79.09 Middle Ordinate: 2.43 Middle Ordinate: 2.73 Middle Ordinate: 5.31 External: 2.43 External: 2.75 External: 5.5 Tangent Direction: S 50°54'36.48" E Tangent Direction: S 61°53'S7.74' E Tangent Direction: N 87°51'06.62" E Radial Direction: S 39°OS'23.52" W Radial Direction: S 28°O6'02.26" W Radial Direction: S 2°OS'S3.36" E NOTE- SHEET TO BE PRINTED IN COLOR o h,.h.. '..... __. O - O m I O j Q STA.10EXI TIN R ,r +08.9. 91.9 — R/W -- ---- R .! 3 , LL O j 3 a LEGEND — R/W — EXISTING RIGHT OF WAY — R/11 — PROPOSED RIGHT OF WAY — F — EXISTING PROPERTY LINE ln� EXISTING RIGHT-OF-WAY A PROPOSED RIGHT-OF-WAY ® EXISTING AND PROPOSED RIGHT-OF-WAY EASEMENT AND EXISTING RIGHT-OF-WAY • EASEMENT O TEMPORARY CONSTRUCTION EASEMENT • FOUND MONUMENT TEMPORARY CONSTRUCTION EASEMENT PROPOSED RIGHT-OF-WAY 1;77-w�, i EXISTING ROW STA 15+45.6, 63.5'RT R/W L .m- 1 ROW 86.1'RT S7A.11+66.4. 68.8'RT EXNGROW STAi2+20.3 64.5RT _ -:,✓✓ R/W - R/W r R/W -- R/W MONUMENT Oc z WSANDRA OLL Q AND COMPANY YWOOD BLV LEE V): LDHER TRUST 2204 HOLLYWOOD BLVD N w it o HIGHWAY 6 O F�CISTINOi WV — A 64. `� -rSTAR 3 55L0 3, 64.3'RT TA.14+15. . 64.3'RT R/W—.__-_____ R/ - - R/W r MONUMENT MONUMENT l OFELD DAMES E & FELD. JARROD R. & � WOODARD_ FREDR'CK FELD. PAMELA AHAHN. MARGARET K. 2216 HOLLYWOOD 81VQ 2212 HOLLYWOOD R. LVD 2214 HOLLYWOOD BLVD O O O O 4r + rn �u(' W 4-0-0`R7' - - ' A.?J, 87RT ` STA. 7+ 9, 8. RT STA.1 +4 .9,3 .6'RT ,/, TA.f1902.9RT A. +60.4, S.8'RT R/W — R/W R/M;R/W R/W R/W _. — R/W -- r W W--�-�'i - R/W R/W R/W MONUMENT MONUMENTS MENT I� �� 10 MINOR. PATRICIA A ■ 0 20 40 SCALE(FEET) Y STA.14+80.3. 64.2' - R/W I _ O PA t R. AI EXANDER M. & PAl1 Sl S IZAB TH A. 2226 HOLLYWOOD BLVD e 20 Ll SCALE iFFt '. w a a = m s N � L U N a N F- N_ 2 � O w $ � $ o N U O � m N Q o z _ - o a a- Q 0 E o — U U U) a °w ? W uN m � y O a z� J O< m o u w o U rn J N QQ r> LL _ cfl cU Q � A ' n Lu = a 1 N� V YI/ 'O^ 7 y , 1 ' ^ I M 06 LO W M LL Q p O Q � Z SNYDER &ASSOCIATES Project No: 1201115 Sheet H.1 s NOTE: SHEET TO BE PRINTED IN COLOR - o 0 CD 0 + + + + CD 0 r N r] O O N + + HIGHWAY 6 N N -- _ 0 20 40 y a'dA'a.-"�!7C�3'Y, 1q.x+1a rwa '=�5d'f�h�'`t.!`3$'+.3�:a�:i..,. i& .. s` SCALE FEFT J i�. r 1» , ;s, r'< . � Ja N�} S r a . s, - ;. r ♦a't r .. /'..r: l 5.,,. Y t .,� 1Rr».'�''* pis '�* r .,ir•. J * Z - - N�N�0�, N 7. FRONTAGE RD R/W R/ - R/W. s. .. RiW RJW _RfW R/W 1 ..„ _.. -- x- ^ a ~ TAIL WIND IOWA CITY. LLC v + O CD co CD CD 0 C HIGHWAY 6 M ++ I,- + O 1 ! N CO O N + CP ..! 0 20 40 • .._ -,. • 7 - { } � � " " SCALE (FEET) LEGEND R - R/W - EXISTING RIGHT OF WAY - Rir - PROPOSED RIGHT OF WAY 111 - e - EXISTING PROPERTY LINE, r 1 � jj H10(( ((�� In, I EXISTING RIGHT-OF-WAY _ A PROPOSED RIGHT-OF-WAY A, EXISTING AND PROF!rgJa jI(W-(JF-W6'- 117 EASEMENT AND EXISTING RIGHT-OF-WAY _ • EASEMENT O TEMPORARY CONSTRUCTION-- A$fMENT • FOUND MONUMENT 7-1 TEMPORARY CONSTRUCTION EASEMENT PROPOSED RIGHT-OF-WAY R/W — R/W TAILWIND IOWA CITY LI C, 2401 HIGHWAY 6 E a a m - s � us a> � LL L U) (J N Q O H N Z T f9 m o n 0 m V O m a of z Y 2 � a Q O o U > d H > N 0 Q w uN m w D � p N J U to p o �nw � o U rn J In N ro NQ ILO U � Z Q �A W/ T i Q 1 c� U I O '^ 00 v lo 1 w CD a ti ILO Old L0 Q � w p o 1 � S'TEXISTING E EMENT A 1+ 4.8, 84.0'RT S � ��v / . r L.�Cn -A 3/+13.-'. G 31R1 r MONUMENT STA.29+99.9, A.31+2103.0'RT LwsnNG -- . I T rs UTIJTY _ TA.31+20.7, 104. 'R EASEMENT —GXl SzE9iL.titENT ll—XIS N _ A M NTH - W �TA.31+3EXIaTINGlAa 8 0, 93. i A32+29 , 6 .1'R V 3 U) i XIS E E T W A.3 . 99-8' S N Y D E R Q I 17 gt�� &ASSOCIATES IP ED RIGHT-OF-WAY F WAY M&A PROPERTIES LLC A.31+23 8. 113 7 RT YOUMIN WU REVOCABLE TRUST ,�i PR A. R , 1112 1 RT ^Y s HON H RFVO .AB TRUST { Project No: 1201115 2261 LAKESIDE DR r ` Sheet H.2 A- g NOTE- SHEET TO BE PRINTED IN COLOR o CD O O w o M O O CD O <' u = O + + + + o �i + CO t` CD M M M cm O n M 3 a°Ji 9 N � HIGHWAY 6 U) + U r T O EXISTING EAR XI IN RO t" SiA.34+12.8, 24. LT TA.34+26.6, 6.0'R TA.34+73.3, 5. 'L I T M N E JN EASE_M_.. NT - - ' . ` STA.34+71.9, 5.7'RT " w �2 33 N STA. 4� 3, .4'RT _ _ - -- ,.,�. - -- - - m El T- Y - _ �,. Q Q o STA.33+06.2. 10.8'RT z - -- -- EXISTINGEAS . __. �� STA.33+47.0.4.0'RT - \PRO _-1 - - ../w ----- �; n --- — s'w ---_- a TT QaEQ F- - - STA.36+28.4, 8.1'RT w d o TA.33+06.2, 10.8'RT \PROPOSED RIGHT-OF-WAY I H - - X N A ME T '=--� .,--� ,-_ - - STA.34+71.1, 12.2'RT A. 3+ 1.3, .0' T STA.33+06.2, 10.8'RT � \PROPOSED RIGHT-OF-WAY STA.33+06.2, 10.8'RT _ o _ ._ PRbPOSED TEMPORARY EA-SEMENT f— m FRONTAGERD \PROPQS D EAS WENT 0 3i� N -- - STA. 4+67.3, 38.0'RT a w ..-- STA.33+06.2, 10.8'RT - T u ¢ D - - - A. 4+66.1. 45. 'RT O � CO S T A T N W p T J �. - rr 6R i P STA.34+25 9A46 !. _ Z 3 32+43. , 46 1 RT STA.33+42.6, 44.0'RT qt - y J V` STA.34+08.7, 45.5'RT - - �i M NT ''�PR0.p5FO TEM - _ ..y Y , �. m O STA.32+46.3. 45.4'RT N XISTING EASEMENT TA.32+55.2, 60.5'RT t, . i GM RE� LLC M o zo BON-AIRE MOBII OD IN . 2601 HIGHWAY 6 E` 2801 HIGHWAY 6 E Q " \ - •'>.,nia. li `:Y - SCALE (FEET) .., + O CDO O M v' CO O + W M Cl) V V 1 Q HIGHWAY 6 -- 1 — 0 ` ra Ca LO s c _— 2/:Y U, _.. P•w O;fl P"r - a/'r. — Pew _ n \i/ — — — ----------_.------ — — — — — — — — FRONTAGE RD— PROPOSED TEMPORARY EASEMENT — — — — —.— — —.— — — .v.....-...— '......_-. , T„ __. w 1 LL Q e�q LEGEND O - R/W - EXISTING RIGHT OF WAY n F' -- R/V - PROPOSED RIGHT OF WAY Q - EXISTING PROPERTY LINE v p EXISTING RIGHT-OF-WAY ♦ PROPOSED RIGHT-OF-WAY EXISTING AND PROPOSED RIGHT-OF-WAY R Q 0 EASEMENT AND EXISTING RIGHT-OF-WAY • EASEMENT C - O TEMPORARY CONSTRUCTION EASEMENT S N Y D E R 19 �7 • FOUND MONUMENT E 0 20 BON-AIRE MOBILE TEMPORARY CONSTRUCTION EASEMENT 4 2801 HIGHWAY 6 E �� Project No: 1201115 $ PROPOSED RIGHT-OF-WAY Sheet H.3 SCALE (FEET) _ m NOTE: SHEET TO BE PRINTED IN COLOR o o `-w- o w o a + + o O CO+ o n a 2 'j- LO + d "t s s d HIGHWAY 6 TN F o STA.4 +03.0, 17.6'LT a, STING EASEMENT — 4 STA-48+11.1, 8.9'LT ____-- R/W — R/W --�`- R w m d - o STA.45+03.5. 21.9'RT . rt ESgST N - R W ¢ � Z R/W R/W ---'— R/W R/W P RIGHT- -W °i _- - R/W STA.47+ 4.6,24.5' T--- --MONUMENT EXI TING ROW PROPOSED EASEMENT _ TA.45+03.7, 41.9'RT STA.45+56.3, 35.TRT O o PR P E I RI HT -OF -WAY - — _` — — — — — -_——— .06.1, 25.8'RT S OA.4=8RIGHT-OF N'AY 3.4, TPROP03ED 7EjdPORARYEASEMO — € ROPOSED�AS C6 o 0 ✓ STA.45+57.2, 54.4'R PROPOSED RIGHT-OF-WAY/ \ Q w STA.48+11.9, 39.0'RT - I O �� N oUm Q Lu - d, 5 m v 4 q w. ,v _ � e �> BON -AIR MOB[P HOMF LODGE IN . II1I " t 2801 HIGHWAY 6 E 4 SCA'_EIFEET'. — • o 00 = (� C U HIGHWAY 6 LLJ �O tT lf) Lf) Q _ __-_._ • _ - ISTtNGROW `-` - PROPOSED T- F-W Y e I W .i�� t 8 9 RT A.ED .9, T-OF 2+23.2, 4.6'RT HT -OF -WAY N --EX-i. TINGROW o ,. .5 +�2'RT r... R/W R/W Rj1Y V A. R /w --- R / W GAS ELECTRIC R N & 1 O H - - R/W __ R/W R/A —__—.— R/A R/W __— R/W - ._ p/W — R/W - R/W R/W R/W -, 20 _-_____-..- _-----EASEMENTCABI —�;o' EN EXISTING " C E _ - _ - - ._ - - - W 9' GAS. ELECTRIC & CA$ E N /'� —eAley —------------------ r r f R 1 � --------- — -- - -- — V/ EXISTING S A,52+89.0, 20.4' SnPUsuC STA,51+4 , 10. IL I PO GH - -W Y 0 WALKWAY , : i TA.52+87.2, 20.4'RT EASEMENT / T- - .-Y (51 I 1 RT -_ S A.52+00.9. 1. Z ! I 2+85.6, 6.9' f STA.52+ 1.. 13.4'RT 06 11112EF Y C7 Y / ST .5 +2Lo.31.5'RT. T Lu m TRIPLE CROWN CONDOMINIUMS I T 1 EM NT f LL Q EXISTING.1, S A. +0453 1` i l 2614 TRIPLE CROWN LN LEGEND STORMWATER MANAGEMENT EASEMENT STA. +19.5 54.5 T. — R/W — EXISTING RIGHT OF WAY — R/w — PROPOSED RIGHT OF WAY a e — EXISTING PROPEI t,*,L ]q ' ` 1 J J v '/� 1(Cn A EXISTING RIGHT-OFAAV': j # ♦ PROPOSED RIGHT-OF-WAY t 0 EXISTING ANOPQ Ij#IGH�OF-U,/A#�v I EASEMENT AND EXISTING RIGHT-OF-WAY 4 42 1 1 , 1 6 • EASEMENT £ SNYDER O TEMPORARY CONSTRUGTIDN,EASEMENT n • FOUND MONUMENT &ASSOCIATE S 1 TEMPORARY CONSTRUCTION EASEMENT 20 z �' 1 ._ �.;. 0 20 ao THE MANE GATE LLC f Project No: �LHA PROPOSED RIGHT-OF-WAY 2725 HEINZ RD #7SCALE(FEET) Sheet F 108-23A 08-01-08 TRAFFIC CONTROL PLAN 1. Traffic control on this project shall be in accordance with the Standard Road Plans listed in Tab. 105-4 in the C Sheets, as needed. 2. Standard Road Plans listed in Tab. 105-4 are only intended for use along the mainline of the proposed trail, Fairmeadows Blvd, Lakeside Dr, Frontage Rd, Rivera Blvd, or Heinz Rd. At no time should traffic on Highway 6 be affected by construction activities related to this project. 3. All through traffic on Highway 6 shall be maintained at all times. All pedestrian traffic shall be maintained at all times within the project limits where existing facilities are in place to the extent feasible. If closures are necessary, closures should be coordinated with the City. Long term closures during winter months should also be coordinated with the City. 4. Construction of sidewalk near the intersection of Lakeside Dr and Frontage Rd is to be staged to accommodate one north -south and one east -west pedestrian crossing at all times. 5. Roadway pavement at Fairmeadows Blvd, Lakeside Dr, and Heinz Rd is to be staged to accommodate one way traffic at all times. 6. Roadway pavement at the Access Rd located between Lakeside Dr and Rivera Blvd can be performed in one stage with a full closure at the Access Rd. 7. Construction at the Access Rd (between Lakeside Dr and Rivera Blvd) and Lakeside Dr cannot be done concurrently. They need to be performed separately to maintain access at all times to the Frontage Rd from Highway 6. Advanced signage along Highway 6 for eastbound and westbound traffic should be placed to indicate where traffic is to access the Frontage Rd during separate stages. 8. During construction at the intersection of Fairmeadows Blvd and Highway 6, a detour shall be placed directing traffic to Sycamore St. Residential traffic can access local roads via Sycamore St. 9. Portable dynamic message signs (PDMS) shall be installed for each direction on Highway 6 for seven (7) calendar days prior to closing the Frontage Road access between Lakeside Drive and Heinz Road. For eastbound traffic on Highway 6, the sign shall be installed prior to the Lakeside Drive intersection. For westbound traffic on Highway 6, the sign shall be installed prior to the Heinz Road intersection. Location of signs shall be reviewed with Engineer prior to installation. 10. When the Frontage Road access from Highway 6 between Lakeside Drive and Heinz Road is closed for reconstruction of the respective intersection, drums shall be installed blocking the Highway 6 westbound left turn lane and applicable temporary traffic control signage shall be installed along Highway 6 notifying vehicular traffic of the left turn lane closure. 11. For intersection lane closures adjacent to Highway 6, Type III barricades with safety fence shall be installed for the full width of the closure / work area. 12. If work on the project is suspended during winter months and side road and / or driveway pavement has been removed, all side road and / or driveway pavement must be replaced and fully open to traffic prior to the project suspension. Aki Lo 1 4 , 110 v:';fi t 6Z :II kV E- Nilr IZU1 w � a � y L U) U N N � N z 0 � o U O K o z _ U Y 2 O a a` Q O o � m Q Lu uN m w O �aa m0� Za J m LUv v>w� 0o U rn JN Q � CU Q^ ' H C , = W W W 2 � � Q 0 LN V Q Q 00 to Cn i o Cn Q a 0 as r Z ~ O LLJ M U Q LL a a z Cn 6 SNYDER & ASSOCIATES Project No: 1201115 ' Sheet P Point # Station Offset Elevation Notes L2001 29+gg.33 -13.21 LT 681.59 FG, EX L2002 30+16.78 -5.56 LT 681.46 FG L2003 30+20.48 -3.09 LT 681.40 FG L2004 30+29.10 5.81 RT 681.20 FG L2005 30+35.20 19.09 RT 680.60 FG, EX L2006 30+38.02 18.73 RT 680.65 EX L2007 30+44.78 18.60 RT 680.78 EX L2008 30+54.15 18.42 RT 680.96 EX L2009 30+63.19 18.53 RT 680.77 EX L2010 30+72.07 18.65 RT 680.63 FG, EX L2011 30+71.99 6.00 RT 680.94 FG L2012 30+71.96 1.59 RT 681.01 FG L2013 30+73.03 -5.49 LT 681.12 FG L2014 30+73.18 -5.95 LT 681.13 FG L2015 30+76.23 -11.90 LT 681.30 FG, EX L2016 30+63.19 -11.85 LT 681.56 EX L2017 30+44.78 -11.79 LT 681.78 EX L2018 30+29.02 -11.73 LT 681.69 EX L2019 30+22.09 -11.70 LT 681.77 EX L2020 30+29.02 -5.50 LT 681.39 FG L2021 30+44.78 -5.50 LT 681.51 FG L2022 30+44.78 5.50 RT 681.35 FG L2023 30+63.19 -5.50 LT 681.35 FG L2024 30+63.19 5.50 RT 681.19 FG L2025 29+82.81 24.29 RT - RP L2026 30+95.07 0.94 RT - RP L2101 29+81.97 51.56 RT 679.99 FG, EX L2102 29+80.63 53.68 RT 679.98 EX L2103 30+24.10 54.04 RT 680.00 EX L2104 30+23.65 51.58 RT 680.06 FG, EX L2105 30+22.35 51.79 RT 680.05 FG L2106 30+16.50 52.51 RT 680.00 FG L2107 30+15.34 52.62 RT 680.00 FG L2108 30+09.16 �7.14 LT - RP L2201 30+80.44 48.46 RT 680.35 FG, EX L2202 30+79.16 50.30 RT 680.31 EX L2203 31+01.19 53.80 RT 680.33 EX L2204 31+00.65 51.56 RT 680.33 FG, EX L2205 30+92.07 51.70 RT 880.27 FG L2206 30+87.48 51.27 RT 680.26 FG L2207 30+81.60 49.22 RT 680.33 FG L2208 30+95.38 31.79 RT - RP CV v o ° J m a> HIGHWAY 6 L U Na Q z .. w o ----------------- y N U O L2001 L2019 L2018 L2017 L2016 Cn L2015 Co �. '¢ a a� Y c O M w o OL2002 L2020 L2021 L2023 L2014 E _ a L2003 L2013 O o U _ N m V ��0 Lu N N R 23 L2026 LD L2012 O U) U c 0 L2004 L2022 0) L2024 z W � Y 3< L2011 m o n w o U rn J � N O M a M r V �005 �L2006 L2007 L2008 L2009 L2010 Q 0.� C W Note: All Elevations are top of slab unless otherwise noted. L2o25 ® FG: Form Grade z EX: Existing Elevation = Z RP: Radius Point H � Z N O C.> p C) 00 Q Cn Cn ti Z Q to ¢ otS � N L2207 1` j L2105 L2201 M W L2101 L2t07 $ ��L2104 L2202 LU L2103 L2206 L2204--------------_..._ A C �• !! } j; L2205 L2203 Q GW ♦L�1 02 #101 r (' cn 31 A. a i';l FRONTAGE ROAD LEGEND S IMPROVEMENTS PROPOSED INTERSECTION S N Y D E R IMPROVEMENTS PROPOSED TRAIL / SIDEWALK &ASSOCIATE S 7 0 5 10 L REFER TO D SHEETS AND S SHEETS Project No: 1201115 SCALE (FEET) FOR ADDITIONAL INFORMATION Sheet L.2 A£ E HIGHWAY 6 15.9' 11.1' 6.9' 10.0' 6.8' 9.4' 9.0' 13.0' M � a J m 4 Q) m � Cn U N Q N Z O y � � m O � m U � m N Q � o Z _ U _ N Y _ O Q � a` O c U vi o 0 Q w uN m LU ¢ m O N c Za J < 3� Co Q r N W o U rn J N N M Q m to U � Z Q Cn = W z _ � Q z_ — N O (, L 01 a ti z a ~ v W � w � 2 a W Z SNYDER &ASSOCIATES Project No: 1201115 Sheet L.3 Point# Station Offset Elevation Notes L5001 41+77.85 -9.02 1 LT 682.50 EX L5002 41+77.87 -5.22 LT 682.39 FG L5003 41+89.88 -5.21 LT 682.44 FG L5004 41+97.99 12.33 RT 681.73 FG L5005 41+97.08 17.05 RT 681.35 FG L5006 41+78.58 30.90 RT 680.12 FG, EX L5007 41+78.61 33.42 RT 679.99 EX 41+91.11 33.33 RT 679.94 EX 42+02.88 33.38 RT 679.90 EX 42+16.45 33.22 RT 679.85 EX K 42+32.08 32.87 RT 679.80 EX 42+49.58 32.67 RT 679.74 EX 42+58.83 32.02 RT 67975 EX 42+59.24 30.07 RT 679.76 EX L5015 42+72.34 29.59 RT 679.50 EX L5016 42+71.93 26.05 RT 679.64 FG, EX L5017 42+60.08 26.55 RT 679.79 FG L5018 42+49.23 23.87 RT 680.51 FG L5019 42+41.50 15.79 RT 681.26 FG L5020 42+40.34 11.17 RT 681.77 FG L5021 42+40.54 4.82 RT 682.43 j FG L5022 42+46.42 -5.89 LT 682.62 FG L5023 42+57.44 -6.11 LT 682.66 FG L5024 42+57.38 -10.00 LT 682.71 FG, EX L5025 42+46.69 -9.76 LT 682.69 EX L5026 42+30.42 -9.40 LT 682.52 EX L5027 42+18.83 -9.20 LT 682.50 EX L5028 42+06.66 -9.09 LT 682.50 EX L5029 41+90.48 -8.74 LT 682.50 EX L5030 42+06.66 5.00 LT 682.44 FG L5031 42+06.64 5.50 RT 682.28 FG L5032 42+18.83 -5.00 LT 682.44 FG L5033 42+18.83 5.50 RT 682.28 FG L5034 42+30.55 -5.00 LT 682A5 FG L5035 42+30.84 5.50 RT 682.29 FG L5036 41+78.04 10.91 RT - RP L5037 42+60.18 8.63 RT RP L5038 42+59.25 6.57 RT I I RP Note: All tlevations are Lop o1 SIal) unless omerwlse notea. FG: Form Grade EX: Existing Elevation RP: Radius Point L5002 ----..------ --- - - 12.6' m HIGHWAY 6 tti � a J L5025 L5024 x L5026 m m �- L5028 m s rn (� N L5023 N o m N U O � _- 1000"m Q o z U 2 L5031 Y L5033 L5035 � w � a L5021 L5038 R ?0 L5037 y0 0 L5020 o m L) g o / F v a Q w uNi m L5019 Lu < C) za 0 10 of oof a - SCALE (FEET) Co o U rn N L5018 M , rn T _w � L5017 L5016a M L5015 U L5014 L5013 LEGEND Q L5009 QED/ L5011 L5012 PROPOSED INTERSECTION IMPROVEMENTS HIGHWAY 6 PROPOSED TRAIL / SIDEWALK W 12.2' 11.6' 16.3' 10.7' ------ NOTE: T� Z 16.2'REFER TO D SHEETS AND S SHEETS 2 - N RD N N RD T-�RD RD FOR ADDITIONAL INFORMATION ? J N m 1 Z - - - 16.5' 12.2' 11.71 15.01 -------- ----- N RD RD RD RD L ,A / ' O 1 - Z CO jn N N in N Q / w v, Z 9.3' 12.2' 12.0' 9.6 RD RD RD RD 0 O N O N O N �U 6" STANDARD CURB VIM! 'X 1 t J vi lex 6" STANDARD CURB 10.3' 12.2' 12.0' 12.4' N t � 8 4!3 1 ) A i � � CD CD CD CD L r U ti v W � w � I Q W Z H a co s 6Z • I I Wr G 11k 11tFG R ; r N zn N sg. J SNYDER N &ASSOCIATES S b o BT-2 rN 15.6' 17.5' 9.3' a s 12.5' 11.8' 13.6' BT-2 BT-2 BT-2 Project No: 1201115 g BT-2 BT-2 BT-2 Sheet L.5 O R/W 12 ---------, 1 I I 1 I 9.6 {{ t R /l (�A -1 r � ------1 I 6" I I I I CURB 16.6' RD C1 HIGHWAY 6 0 N Z LU _ 0 5 10 SCALE(FEET) HIGHWAY 6 C N m 0 IY N z uJ m N m 0 5 10 SCALE(FEET) m RD 8.2' ^O� 0 �y Point # Station Offset Elevation Notes L6001 52+16.56 -10.57 LT 683.58 FG, EX L6002 52+21.89 -5.88 LT 683.49 FG L6003 52+27.49 0.18 RT 683.38 FG L6004 52+31.67 5.83 RT 683.28 FG L6005 52+35.68 13.49 RT 683.17 FG, EX L6006 52+42.68 12.46 RT 683.21 EX L6007 52+43.06 -11.09 LT 683.47 EX L6008 52+18.02 -12.51 LT 683.60 EX L6009 51+80.13 25.92 RT - RP L6101 52+74.49 12.45 RT 683.24 FG, EX L6102 52+76.30 5.96 RT 683.32 FG L6103 52+80.26 -2.58 LT 683.44 FG L6104 52+82.35 -5.87 LT 683.50 FG L6105 53+00.88 -7.55 1 LT 683.65 FG, EX L6106 I - - LT 683.68 EX L6107 52+82.95 -10.56 LT 683.53 EX L6108 52+74.74 -10.69 LT 683.50 EX L6109 52+70.99 6.25 RT 683.21 EX L6110 52+71.00 12.30 RT 683.18 EX L6111 52+92.39 41.54 RT - RP Note: All Elevations are top of slab unless otherwise noted. FG: Form Grade EX Existing Elevation RP: Radius Point I \ / VV I50 - - - - I L6111 I 1 I . VJ LEGEND PROPOSED INTERSECTION IMPROVEMENTS PROPOSED TRAIL / SIDEWALK NOTE: -. REFER TO D SHEETS AND S SHEETS FOR ADDITIONAL INFORMATION 6" STANDARD CURB O R/W --------------------------- 1 U n1 I I 1 I I I w cfl � � J m W I W s rn U N a N F- N z 0 m v w m o N U � m o z U = N � _ o a a` � w O o `yam U r � w A w O F- rye _ � y za 3� CO �w� o U rn J N N a � M co U � Z N W Z a Z- N 0 U YI Q O Mz CO I V ♦ 0 Z a Q 0) r � ~ v W CL W � a W Z H a cn SNYDER & ASSOCIATES Project No: 1201115 Sheet L.6 m 0 t I + fLe .. m I j -1.LL ` ( N N p j � COMPLY WITH SW-211 j O U) + N j HIGHWAT6 FOR CONNECTION TO I EXISTING STRUCTURE I 'I CONTRACTOR SHALL VERIFY (� LOCATION OF EXISTING WATER (+j O + ¢ I- a c a 0 MAIN PRIOR TO INSTALLATION PIPE. ce) rn N LL OF MANHOLE AND ` co . W m o ..----- - - - - -5 \ Fk-- - - - - - ------12" -- - _. -..- � FO(B) ---------- STP-2 a.. ----i2,W(D) - - TO W(D) -----_ y Divided High... Do Not Enter SIC • m 5 ST2 _ e ST-3�-wmn FES- —._-.--- e Z _._. FES1 STP-1 STP4 STP-7 STP-9 _ _ — .—,—.—.—.—.—. m d o _.—----_.- .. _ .—.—. _ ------- -' __ — TYPEPC-2CONNECTION —.- .T ""'"••T�. '( --- ------ -- - TO EXISTING STP 6 " ---- TYPE PC-2 U. 02i8� - - - `----- -F02 -��-- .-._._.-. S1CJ_ STP-3 - I ) CONNECTION TO O Z9 �•�, �. -•- Q • - -'Y - -TYPEPC-2CONNECTION �_ -EXISTING ._.-.-.-.-•� O— o -TO EXISTING UmmaT I s TYPPC-CONNECTION TOENG ;Shelte\ arAy m PC-2 CONNECTION L) gTYPE 77o TO EXISTING I O C O �g I I 904 N )!! \\\ Z a / FRONTAGERD ------- \ I !! ' \ \ 9,14 mod _ _._ _.._... - - - - 12" W(D) - - -------'--�-- OE(C) \ 4 U T RTW GCCAG, --- ---- -- 7-esT--------- OE( .:. R/W R/W R/W T R/W — -- —G(D) 7SIING 15'UTILf1Y T EASEMENFr /!r W c, \\ 16 O I I W Y M&A PROPERTIES. YOUMIN WU REVOCABLE HONG2 LLC TRUST RUST AI I 3 611 I AKEREVOCABLE IDE DR 2401 H yye°r-7p \\\ LEGEND 0 20 40 \ \ PROPOSED PAVEMENT IMPROVEMENTS T i '11 � W \\ SCALE (FEET) I � CN U j E ISTI I O S rRUCTURE 0 ST-2 �- /� CO ♦ IALCD a \ ti W ., _ 67f am CO T%2, 5" RC 21 LF @ 5. F % E ISTILO 3�' CP 4 W STP-6, 5 L OF 18" RCP.. (� 0 5% W -1.0 __. 3 " RCP Q 0.3 C NEC TO C NNE T TO ST NG EXISTING MUJW _. ST-1, W-4 1, 96" DIA. ST-2, SW-40 , 84" 1IIA. I G TA.29 96.14 13.20' RT STA.30+89.16, 11.07' RT a FL=675. FL=675. IN 9 (IN E W 3, S 1, 108" DIA. 4.23, 10.66' LT Q ' ^ F =675i 6 (IN 46 NE SE S S + t F - - SIN 8 N FL=675.49 O_ UT .31+ =680.55 V FL 5.46 OUT NW) - -- FL FL=675.68 --'-- 675.93 IN E) IN • i FL=675.68 OU NW) 680_ s o • ._.. _- _:.... S - """---7, 78 LF OF 36' RCP ._ @ 0.2 .... TP-1 72 L _ OF ---- RCP @ 0.0 -- - / CO EXI NECTTO TING CONI�IECT (ISTI O G j F S _ 1, D .29+ -201, 3.82, 36' DI .5T T 3 P-4, 11 " RC LF OF @ 0.0 % STP 36' 5, 8 RCP LF O 0.0%j _ 5" R LFOF P OL63% s g 75. __ - ___yFES - S N Y D E R 1 STA. +23. 26. 1'LT FL 621 &ASSOCIATES ff - � I "--- Project No: 1201115 Sheet MA E __ m m' _ m� 9 x o= m (V m i U N N E E 4 � O y .. > m w m � v o u U Cn z a m 'a = E s 7 g J Q to � Q = 2 c� 0o o r ~ M Q O U Q O co F- LU LU W C O U) 0 N d 0 N o V N W N N U, u a za > wo_ m ❑ v in W o U rn V Z Cn W Q V O try CO_ Q LJ Z N -I VMmH SNYDER &ASSOCIATES Project No: 1201115 Sheet M.2 104-56 10-20-15 O1 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. Additional length is added to each side of the Design Length to account for estimated length to center of structures. Intake/ Ol Connected Pipe Form Bottom Extension Utility Pipe Bid* Design Flow Lines Location Station and Line Class Slope pipe Joint Profile No. Offset *Type or Standard Road Plan Grade Well Length** Notes Number Access ,D, Size Length Length % Sheet Notes (DR-121) Inlet Outlet Other No. Elev, v. FT From IN FT FT T e Elevation Elevation Elevation No. FES-1 29+13.82, 23.52' LT DR-201, 36" Dia. 675.46 Form Grade = F.L. STP-1 ST-1 FES-1 2000D 36 76 72 _ 0.00 3 675.46 675.46 _ M.1 ST-1 29+96.14, 13.20' RT SW-401, 96' Dia. 681.16 674 96 STP-2 EX ST-1 2000D 15 27 21 5.00 3 677.05 675.96 M.1 ST-2 30+89.16, 11.07' RT � SW-401, 84' Dia. 681.02 674 99 - --- --------- STP-3 EX ST-1 2000D 30 � 13 9 0.30 3 675.51 675.48 M.1 5T-3 31+74.23, 10.66' LT � SW-401, 108" Dia. 680.55 675 18i - - - - - - FES-2 32+23.88 _ 26 61' LT DR-201 15' Dia. 676.21 Form Grade = F.L. .STP-4 EX ST-1 2000D 36 � 13 9 � 0.00 3 675.46 675.46 M.1 _-_----------, �__-�-STP-5 ST-2 EX 2000D 36 �_12 8 0.00 3 675.49 675.49 M.1 - - - STP-6 EX ST-2 2000D 18 � 9 5 1.00 3 675.98 675.92 M.1 - - STP-7 ST-3 ST-2 2000D 36 86 78 0.20 3 675.68 _ _675.49 M.1 -- STP-8 EX ST-3 2000D 36 37 32 0.50 3 675.85 675.68 M.1 Verify Pipe Size STP-9 FES-2 ST-3 2000D 15 _ 44 39 0.63 -._ 3 676.17 675.93 M.1 ___ TRAFFIC CONTROL PLAN NOTES: 1. PROVIDE TRAFFIC CONTROL DEVICES AS REQUIRED TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AS ADOPTED BY THE DEPARTMENT PER 761 IOWA THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130. 2. THROUGH TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. 3. TEMPORARY TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE STATEWIDE URBAN DESIGN AND SPECIFICATION, SPECIFICATIONS DIVISION 8 FIGURES 8030.101, 8030.102, AND 8030.110. 4. PROVIDE FOR SHOULDER OR LANE CLOSURE IN ACCORDANCE WITH STANDARD ROAD PLANS FOR MULTI -LANE DIVIDED OR UNDIVIDED HIGHWAYS, AS APPROPRIATE. NOTIFY CITY AT LEAST TWO BUSINESS DAYS PRIOR TO LANE CLOSURES. 5. PROVIDE, PRIOR TO THE START OF CONSTRUCTION, THE NAME AND 24-HR PHONE NUMBER OF THE CONTRACTOR'S REPRESENTATIVE IN CHARGE OF TRAFFIC CONTROL. ALL EXTRA STANDARD TRAFFIC CONTROL SIGNS, BARRICADES, CONES, ETC. THAT ARE REQUIRED WILL BE DELIVERED AND INSTALLED AT THE PROJECT WITHIN FOUR (4) HOURS OF NOTIFICATION, INCLUDING WEEKENDS. 6. CITY WILL OBTAIN WORK IN RIGHT OF WAY PERMITS FROM THE IOWA DOT, AS NEEDED. ESTIMATE OF TRAFFIC SIGNAL QUANTITIES ITEM DESCRIPTION UNITS TOTAL CONTROLLER CABINET MODIFICATIONS EACH 3 AND APS PEDESTRIAN PUSHBUTTON CONTROL UNIT EACH 3 CABINET DETECTION APS PEDESTRIAN PUSHBUTTON WITH SIGN EACH 9 TRAFFIC 12" CD HAND/WALKING PERSON, 2-SECTION, SOP EACH 2 SIGNAL HEADS WIRE SIGNAL CABLE - 5c #14 AWG LIN FT 190 AND SIGNAL CABLE - 2c #14 AWG LIN FT 1450 CABLE TRACER WIRE - 1c #10 LIN FT 80 PULL TAPE LIN FT 80 CONDUIT 2" HDPE, TRENCHED/BORED LIN FT 70 CONCRETE POLE FOOTING, 1.5' DIA x V MIN DEPTH EACH 3 FOOTING TRAFFIC PEDESTAL POLE - 5' HEIGHT SIGNAL POLES 17�� TRAFFIC SIGNAL EQUIPMENT EQUIPMENT MANUFACTURER MODEL NO. PEDESTAL POLES IFREY I CP6 SERIES, SCHEDULE 40 ACCESSIBLE PEDESTRIAN SIGNALS PUSHBUTTON STATION POLARA EN2-3TB1-G-BD-EB CONTROL UNIT JPOLARA ICCU2EN ABOVE EQUIPMENT IS INCLUDED IN OR INCIDENTAL TO ITEMS SHOWN IN THE ESTIMATE OF TRAFFIC SIGNAL QUANITITIES I WIRING LEGEND I ® SIGNAL NUMBER O2 POLE NUMBER ❑a HANDHOLE NUMBER �r EXISTING DETECTOR NUMBER sQ PROPOSED DETECTOR NUMBER 1114' VIDEO DETECTION CAMERA v2 VIDEO CAMERA NUMBER._+ . �C EMERGENCY VEHICLE bi MMR COND CONDUIT PWR POWER CABLE- - • i f f F+ LUM LUMINAIRE (1c' • ; l f • ;� � 6 PB PEDESTRIAN PUSHBUTTON (2c) EVP EMERGENCY VEHICLE PREEMPTION VID VIDEO CABLE(S) DET DETECTOR LEAD-IN CABLE qq LOOP LOOP WIRE GND GROUND WIRE (1c#6) TR TRACER WIRE (1c #10) PT PULL TAPE COM COMMUNICATIONS CABLE GENERAL NOTES: 1. ALL QUANTITIES SHOWN IN THE TRAFFIC SIGNAL PLANS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIAL NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 2. PROVIDE TRAFFIC CONTROL DEVICES (INCLUDING THOSE REQUIRED TO FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR THE STREETS AND HIGHWAYS, AS ADOPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130. 3. TRAFFIC SIGNAL SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS (SUDAS), DIVISION 8, EXCEPT AS MODIFIED BY THE PLANS. 4. THE CONTRACTOR SHALL HAVE AN EMPLOYEE ON THE PROJECT SITE WITH A LEVEL 11 INTERNATIONAL MUNICIPAL SIGNAL ASSOCIATION (IMSA) TRAFFIC SIGNAL TECHNICIAN CERTIFICATION. 5. THE CONTRACTOR SHALL FURNISH A SCHEDULE OF UNIT PRICES FOR ESTIMATED TRAFFIC SIGNAL QUANTITIES AT PROJECT PRE -CONSTRUCTION MEETING. PAYMENT WILL BE BASED ON PLAN QUANTITIES. QUANTITIES WILL NOT BE FIELD MEASURED. 6. ROADWAY AND SIDEWALK/TRAIL GEOMETRICS REPRESENT EXISTING AND PROPOSED FEATURES. 7. UNDERGROUND CONDUIT SHALL BE HDPE MATERIAL. ALL ABOVE GROUND CONDUIT SHALL BE GALVANIZED RIGID STEEL ATTACHED TO EXTERIOR SURFACE. 8. PEDESTAL POLES SHALL BE MANUFACTURED BY FREY MANUFACTURING, WITH ELECTROSTATICALLY APPLIED FINISH (RAL-7021). SEE IOWA CITY SUPPLEMENTAL SPECIFICATION FIGURE 8010.106 FOR 5' PEDESTAL POLES. 9. PEDESTRIAN PUSHBUTTON STATIONS SHALL BE ACCESSIBLE PEDESTRIAN SIGNAL (APS) COMPLIANT. PROVIDE R10-3E SIGN ABOVE EACH PEDESTRIAN PUSHBUTTON. ALL NECESSARY APPURTENANCES TO OPERATE THE PEDESTRIAN PUSHBUTTON STATION SHALL BE INCLUDED. VOICE MESSAGES TO BE PROVIDED BY ENGINEER DURING SHOP DRAWING REVIEW. 10. INSTALL ONE SIGNAL CABLE FROM EACH PEDESTRIAN SIGNAL HEAD TO THE CABINET. A 5-CONDUCTOR CABLE SHALL BE USED IN THE POLE FOR EACH. ALL SIGNAL CABLE SHALL BE #14 AWG UNLESS OTHERWISE NOTED ON THE PLANS. NO SPLICING OF SIGNAL CABLE ALLOWED WITHIN HANDHOLES. 11. INSTALL ONE (1) 2c #14 AWG CABLE FROM EACH NEW PEDESTRIAN PUSHBUTTON TO THE EXISTING SIGNAL CABINET UTILIZING EXISTING CONDUIT AND HANDHOLES WHERE APPLICABLE. REPLACE ANY EXISTING TRACER WIRE OR PULL TAPE USED TO PULL NEW CABLE. REPLACEMENT TRACER WIRE/PULL TAPE IS INCIDENTAL. 12. PULL TAPE SHALL BE POLYESTER, 1/2" WIDE, AND HAVE A MINIMUM TENSILE STRENGTH OF 1,200 LBS. 13. ALL SIGNAL INDICATIONS SHALL BE LED IN ACCORDANCE WITH MOST RECENT ITE SPECIFICATIONS WITH A 15 YEAR PERFORMANCE WARRANTY AND POLYCARBONATE LENS. SIGNAL HEADS SHALL HAVE BLACK FACES, TUNNEL VISORS, AND BODIES. 14. PEDESTRIAN SIGNAL HEAD MOUNTING BRACKETS SHALL UTILIZE STAINLESS STEEL BANDING FOR SIDE -OF -POLE MOUNTING. 15. RESTORATION SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN PROJECT. SURFACE RESTORATION SHALL BE TYPE I URBAN SEEDING, FERTILIZATION, OR HYDROMULCHING, AS APPROVED BY THE CITY. 16. THE CONSTRUCTION LIMITS FOR THE PROJECT ARE WITHIN THE RIGHT OF WAY LINES AND TEMPORARY CONSTRUCTION EASEMENTS AS SHOWN ON THE PLANS. CONFINE ALL CONSTRUCTION ACTIVITIES TO WITHIN THE CONSTRUCTION LIMITS. 17. DO NOT STORE EQUIPMENT AND/OR MATERIALS ON PAVEMENT OR WITHIN PUBLIC RIGHT OF WAY ON STREETS OPEN TO TRAFFIC. CONTRACTOR SHALL PROVIDE AREAS AS NEEDED FOR STORAGE OF EQUIPMENT AND/OR MATERIALS OFF SITE. 18. DO NOT DISTURB GRASS AREAS AND TREES OUTSIDE THE CONSTRUCTION LIMITS. CONTRACTOR NOT PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING, AND SERVICE AREAS(S) WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER/CITY. 19. APPROXIMATE EXISTING HANDHOLE AND CONDUIT LOCATIONS ARE SHOWN ON N.2 THROUGH NA. CONTRACTOR TO VERIFY THE LOCATION AND CONDITION OF EXISTING HANDHOLES AND CONDUIT AND NOTIFY ENGINEER OF ANY VARIANCES FROM THE PROPOSED PLAN PRIOR TO INSTALLATION OF CONDUIT. IN INSTANCES WHERE CONTRACTOR IS UNABLE TO UTILIZE EXISTING CONDUIT, CONTRACTOR SHALL RECEIVE APPROVAL FROM ENGINEER PRIOR TO INSTALLATION OF ADDITIONAL CONDUIT OR REPAIR METHOD. 20. PROVIDE CABINET MODIFICATIONS, EQUIPMENT, WIRING, AND PROGRAMMING AS NEEDED FOR PROPOSED APS PUSHBUTTONS. UTILITY NOTES: 1. WHERE PUBLIC AND PRIVATE UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO: 1.1 NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO BEGINNING OF ANY CONSTRUCTION. 1.2 COORDINATE OPERATIONS WITH UTILITIES. 1.3 AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFIACTIONS OF SERVICES. 1.4 DETERMINE EXISTENCE AND EXACT LOCATION OF UNDERGROUND UTILITIES AND AVOID DAMAGE THERETO. 1.5 PRIOR TO BEGINNING CONSTRUCTION, PROVIDE LABOR AND EQUIPMENT NECESSARY TO DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL UTILITY CROSSING WHICH MAY RESULT IN CONFLICTS TO PROPOSED IMPROVEMENTS. 2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. 3. IT IS POSSIBLE THERE MAY BE OTHER UNDERGROUND FACILITIES, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 4. THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE -CALL SERVICE AT (800) 292-8989 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. 5. KNOWN UTILITY CONFLICTS ARE BEING RESOLVED BY EACH RESPECTIVE UTILITY COMPANY. UTILITY CONFLICTS DISCOVERED DURING CONSTRUCTION WILL BE ADDRESSED AT THE TIME OF DISCOVERY. NOTE: SHEET TO BE PRINTED IN COLOR TRAFFIC SIGNAL LEGEND EXISTING PROPOSED EXISTING PROPOSED 0 TRAFFIC SIGNAL 0 ❑ HANDHOLE 110 TRAFFIC SIGNAL WITH BACKPLATE ® © CONTROLLER CABINET WITH FOOTING PEDESTRIAN SIGNAL 0 SECONDARY SERVICE POINT . () MAST ARM SUSPENDED TRAFFIC SIGNAL (XX = LENGTH OF MAST ARM) /c/ ® INDUCTIVE LOOP DETECTOR (XX = NUMBER DESIGNATION) 0 METAL TRAFFIC SIGNAL PEDESTAL F DETECTION ZONE ® TRAFFIC SIGNAL HEAD NUMBER (XX = NUMBER DESIGNATION) xD POLE NUMBER MW VIDEO DETECTION CAMERA -- STREET LIGHT ON SIGNAL POLE --X EMERGENCY VEHICLE DETECTOR - - - - - - -- - CONDUIT TRENCHED, PUSHED, JACKED, OR BORED -I- POLE MOUNTED SIGN I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the Q90ESSIOyq� �c2Ilk- State of Iowa. � ANOREW J. m __ Andrew J. Houchin, P.E. Date - HOUCHIN A License Number P25711 P25711 My License Renewal Date is December 31, 2022 /OWN * Pages or sheets covered by this seal: N SHEETS Q O o U �ii U o 0 V N W N m O w �aa ~ (n T Oa z� J 3< COO v nw� J � N co Q � m V Q CO Lu Cn V O I.IJ Z ~ = o Q Z Q W O w Cn i\ Z N � � a C J r Z M W N � aLL H Cn SNYDER &ASSOCIATES Project No: 1201115 Sheet NA LAYOUT NOTES: 1) INSTALL APS COMPATIBLE PUSHBUTTON FOR SOUTH APPROACH CROSSING ON EXISTING MAST ARM POLE. ROUTE NEW CABLES TO EXISTING CABINET THROUGH EXISTING CONDUIT AND HANDHOLES. 2) REPLACE EXISTING PUSHBUTTON FOR WEST APPROACH CROSSING WITH APS COMPATIBLE PUSHBUTTON. SALVAGE EXISTING PUSHBUTTON AND DELIVER TO IOWA CITY PUBLIC WORKS (410 E WASHINGTON ST). ROUTE NEW CABLES TO EXISTING CABINET THROUGH EXISTING CONDUIT AND HANDHOLES. 3) CONNECT NEW CONDUIT TO EXISTING HANDHOLE. CON CAB 1-PB PUSHBUTTON LAYOUT A E% COND (EX) CABLES (EX) - 1-PB COND (EX) CABLES (EX) 2-PB (� 0 o �o� COND (EX) CABLES(EX) 2-PB NOTES 1 AND 2 R10-3EL R10-31=R R10-3E (2 EACH) (2 EACH) (1 EACH) r COND (EX) CABLES(EX)� 4-PB J m O w cr L COND (EX) CABLES (EX) 5-PB EX NOTE 3 x �2" COND 1-PB TR/PT 0+83.38 5.75' LT )ESTAL POLE f 0 10 20 NOTE: SHEET TO BE PRINTED IN COLOR SCALE (FEET) 6 SNYDER &ASSOCIATES Project No: 1201115 Sheet N.2 COND (EX) CABLES (EX) - 1-PB COND (EX) CABLES (EX) 2-PB (� 0 o �o� COND (EX) CABLES(EX) 2-PB NOTES 1 AND 2 R10-3EL R10-31=R R10-3E (2 EACH) (2 EACH) (1 EACH) r COND (EX) CABLES(EX)� 4-PB J m O w cr L COND (EX) CABLES (EX) 5-PB EX NOTE 3 x �2" COND 1-PB TR/PT 0+83.38 5.75' LT )ESTAL POLE f 0 10 20 NOTE: SHEET TO BE PRINTED IN COLOR SCALE (FEET) 6 SNYDER &ASSOCIATES Project No: 1201115 Sheet N.2 LAYOUT NOTES: 1) INSTALL APS COMPATIBLE PUSHBUTTON FOR SOUTH APPROACH CROSSING ON EXISTING MAST ARM POLE. ROUTE NEW CABLES TO EXISTING CABINET THROUGH EXISTING CONDUIT AND HANDHOLES. PUSHBUTTON LAYOUT FRONTAGE RD PEDESTRIAN SIGNS PEDESTRIAN saw SIGNAL HEADS ® mva T- LED R10-3EL LED (2 EACH) p 8 U HIGHWAY 6 _------ OE( RwR4111116' ki I 0 0 uJ Y , J lit ". .. i Ii li lAL RECOMMENDED PEDESTRIAN TIMING (SECONDS) PHASE 1 NBL 2 SB 3 EBL 4 WB 5 SBL 6 NB 7 WBL 8 EB WALK 7 PEDESTRIAN CLEARANCE 15 PROGRAM WALK AND PEDESTRIAN CLEARANCE TIMES AS SHOWN FOR SOUTH LEG CROSSWALK. FIELD VERIFY EB PHASE, ASSUMED TO BE PHASE 8. NOTE: SHEET TO BE PRINTED IN COLOR 0 10 20 SCALE (FEET) c M � � Z m 3 LL � m N N Z o Ln m a 0 N V O >� a o Z � _ o a a` Q O o U f0 V V (n O O V N W n N W O H n T C0 N Z Q ` w i5 to< V oUm Q to U � Z Q W F— = Q N V U? O CO C > Cn O Q ti a to J J ui r Z c? W M U in LL >- Q LL Z H Cn SNYDER &ASSOCIATES Project No: 1201115 Sheet N.3 LAYOUT NOTES: 1) CONNECT NEW CONDUIT TO EXISTING HANDHOLE. 2) REMOVE EXISTING PEDESTAL POLE AND FOOTING ENTIRELY. SALVAGE EXISTING PEDESTAL POLE AND PUSHBUTTON AND ¢• DELIVER TO IOWA CITY PUBLIC WORKS (410 E WASHINGTON ST). IF EXISTING SIGNAL CABLES ARE ROUTED THROUGH PEDESTAL POLE, PROTECT EXISTING CABLES AND PROVIDE CONDUIT SPLICE TO MAINTAIN ROUTING. D. a -".Vo, PUSHBUTTON LAYOUT PFf1FCTRIAN CI(, AIC R10-3ER (2 EACH) IC Electric 2" COND 1-PB TR/PT X1 u Cl NOTE 1 HIGHWAY 6 COND (EX) o CABLES (EX) 2-PB 0 I I' I of 0. I! 0 I 0 0 l - ;,:r a ,NOTE: SHEET TO BE PRINTED IN COLOR 0 10 20 SCALE(FEET) w o � m m N o N Z 0 m o N w $ U � � x 3 cc o z U a_ d � o w H 0 Q O o `y U r N t0 U a y Q W uN m O �a� (n Ui 0 N za�J 0It m 0 V N W o U rn J a cfl V Z Q /I ^^ Lu V 2 Oct 1 N V 1 O 00 H Cn 1 n Cn a a r Z co-)- W N � a L SNYDER &ASSOCIATES Project No: 1201115 Sheet NA 4" MIN. Tor-l.lr+u i ENSURE BACKFILL x X MATERIAL IS FREE OF w 00 CILINDERS, CONCRETE, O OR OTHER RUBBLE. \/\ C) Z \ \ p� COMPACT BACKFILL MATERIAL CONDUIT CONDUIT IN TRENCH AND CONDUIT DEPTH N.5 NO SCALE M O O, ] II i veyr 0 I Wv C- iar z�a 1/4 WLIE AND 15 4 go= WWVL FLANGE BOLT CP= ^ NQ 4840 4 TOP OAP SIR 40 AL PPE ASBLY. ND. TOSS l -PART Na LIPS PEDESTAL BAse cAs>.4o 'ems, ART 6. 55" MIT ND. 11 PBC BLANK CDM COM MAY CIISTOI@D i I= OR DESW ART NIX �p 1�4' NNSERRT NUTTO Y!)Ii1T Ob11R� S1r101 Y. NO. CPGA PEDESTAL O BASE CDYM HARDWARE. AND ANOIOlS RD.2PART NQ 11 2j ` AW BASE 4Iwo �_ ""N (4) 5/rA-i ANGIOR BOLT3. MA96K AT AND NUTS BIC{lOED i ASBLT in CPK EDOOfY AND ANY BASE AAD NOW MAIM Y. NIX 4W 4 W SUN. IJ<1H14C gels BY B6TNIfR PLAT TD SW NO/OR WADE 40 ALW. PPE (2) 1/4 MIT NM 8KUW LAIglO ARG 4J" v /�� Y��. �N�0.ACPM N Mtn M`W^�� . _ _.'. _• SET SIALM5- STMOARD. OR AB4i Sim BOLT B14lOED .p ;o. � ov ' C CASIIIG, 80LT AIO 1WL9fR v fir E1PAMl01 Qa.. ART N0. 25GL MAID LUr c ® /4 NON. CASTM TNgOlS4 - _ ilLAma - r BOLT CPU O or BOLT ulac DRILL (4) HOLES TO EMBEDANCHORS EPDXY TO SET ANCHORS SUPPLIED BY INSTALLER .7r FIELD PLACE SN4TCH HOLE FOR TEMPLATE SO PUSHBUTTON INSULATION SLEEVE IS 42' ABOVE GRADE, OR AS OTHERWISE SPECIFIED. NOTE: SCHEDULE 40 PIPE REQUIRES 1/4• INSERT NUTS t HOLE FOR SET INTO PPE. SCHEDULE BD j ,s• INSULATION SLEEVE PIPE MAY BE DRILLED AND TAPED FOR 1/R200OLT 10 WA CITY ENGINEERING DIVISION PEDESTRIAN POLE & PEDESTRIAN POST DETAILS FIGURE 8010.106 2 PEDESTAL POLE, PUSHBUTTON, AND FOOTINGS N.5 NO SCALE SNYDER &ASSOCIATES Project No: 1201115 Sheet N.5 11"01 `),iIJ VIIA0i XL131,9 A, fill IE :Ilwv PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE 9 inch Dia inch Dia inch Dia Begin Station I End Station ISidel I12 I20 LF LF LF 28+40.00 28+55.00 LT 15.0 30+35.00 30+35.00 RT 10.0 30+73.00 30+73.00 RT 10.0 32+05.00 32+05.00 RT 10.0 34+02.00 34+12.00 RT 10.0 35+48.00 35+58.00 RT 10.0 39+50.00 39+60.00 RT 10.0 45+24.00 45+34.00 RT 10.0 - 48+15.00 48+25.00 RT 10.0 49+91.00 49+91.00 LT 15.0 ROCK EROSION CONTROL Locat Remarks At RCB Inlet SW Intake at Lakeside DR & Frontage Rd SE Intake at Lakeside DR & Frontage Rd FES-2, refer to M sheets for label Existing curb cut on Frontage Rd Existing curb cut on Frontage Rd Existing curb cut on Frontage Rd Existing curb cut on Frontage Rd Inlet Existing area intake 100 04-17 Begin End Side L W Type l Type 2 Type 3 Type o Type 5 Eng. Class E Erosion Road Identification Rock Ditch Rock Rock Rock Splash Rock Slope Fabric Revetment Stone Remarks Station Station Check Ditch Flume Basin Protection Lt. Rt. FT FT SY TON TON Highway 6 Trail 11+77.00 LT 16 10.5 1 32.2 16.0 14+87.00 LT 10 10 T 1 21.8 10.5 28+12.00 LT 10 10 + 1 21.8 10.5 28+29.00 LT + 10 10 1 21.8 10.5 29+14.00 ..-..-___L-- LT _L_ 13 13 1 32.1 17.7 33+91.00 LT L 9 9 1 18.8 8.5 35+52.00 LT _� _9 9 1 18.8 8.5 39+54.00 LT 1 9 9 1 18.8 8.5 a o u m N � U N N � N � m N U O m 3 Q � o z U _ N � _ o Q O o U N > N > N U F�Ow w o F- z 0 _ m p a M w m c U m � (V M OI U U z Z O J W Q U) a W- � U O a to a O W o U W z w o z W Cn 6 SNYDER &ASSOCIATES €LI Project No: 1201115 Sheet RC.1 N U POLLUTION PREVENTION PLAN I nls project is regulated by the requirements of the Iowa Uepartment Ot Natural Kesources (UNK) National Pollutant Ulscnarge Elimina System (NPDES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System (NPDES) individual storm water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution Prevention Plan (PPP). This Base PPP includes information on Roles and Responsibilities, Project Site Description, Controls, Maintenance Procedures, Inspection Requirements, Non -Storm Water Controls, Potential Sources of Off Right -of -Way Pollution, and Definitions. This plan references other documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as needed during construction, will be readily available for review. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from entering waters of the state and leaving the highway right-of-way. The Contractor shall be responsible for compliance and implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a source of potential pollution as defined in this PPP. [. ROLES AND RESPONSIBILITES A. Designer: 1. Prepares Base PPP included in the project plan. 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. 3. Is signature authority on the Base PPP. If consultant designed, signature from Contracting Authority is also required. B. Contractor: 1. Signs a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP. All co-permittees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. r W M w h duties and responsibilities as defined in Section 2602 f 2. Designates a Water Pollution Control Manage (PC ), who has the p o the Standard Specifications. 3. Submits an Erosion Control Implementation Plan (ECIP) and ECIP updates according to Section 2602 of the Standard Specifications. 4. Installs and maintains appropriate controls. This work may be subcontracted as documented through Subcontractor Request Forms (Form 830231). 5. Supervises and implements good housekeeping practices according to Paragraph III, C, 2. 6. Conducts joint required inspections of the site with inspection staff. When Contractor is not mobilized on site, Contractor may delegate this responsibility to a trained or certified subcontractor. Contracting Authority also may waive joint inspection requirement during winter shutdown. In both circumstances, WPCM (or trained or certified delegate from the Contractor) is still responsible to review and sign inspection reports. 7. Complies with training and certification requirements of Section 2602 of the Standard Specifications. 8. Submits amended PPP site map according to Section 2602 of the Standard Specifications. C. Subcontractors: 1. Sign a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP if: responsible for sediment or erosion controls; involved in land disturbing activities; or perorming work that is a source of potential pollution as defined in this PPP. Subcontracted work items are identified in Subcontractor Request Forms (Form 830231). All co-permittees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. 2. Implement good housekeeping practices according to Paragraph III, C, 2. D. RCE/Project Engineer: 1. Is Project Storm Water Manager. 2. On projects where DOT is the Contracting Authority, is current with erosion control training or certification. 3. Takes actions necessary to ensure compliance with storm water requirements including, where appropriate, issuing stop work orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit compliance. 4. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of non-compliance with the storm water requirements of the Applicable Permit. 5. Supervises all work necessary to meet storm water requirements at the Project, including work performed by contractors and subcontractors. 6. Requires employees, contractors, and subcontractors to take appropriate responsive action to comply with storm water requirements, including requiring any such person to cease or correct a violation of storm water requirements, and to order or recommend such other actions as necessary to meet storm water requirements. 7. Is familiar with the Project PPP and storm water site map. B. On projects where DOT is Contracting Authority, is responsible for periodically monitoring inspection reports to determine whether deficiencies identified in inspection reports were adequately and timely addressed, and if not, has the authority and responsibility to direct immediate actions to correct the deficiencies. 9. Is the point of contact for the Project for regulatory officials, Inspector, contractors, and subcontractors regarding storm water requirements. 10. Is signature authority on Notice of Discontinuation. g Y 11. Maintains an up-to-date record of contractors, subcontractors, and subcontracted work items through Subcontractor Request Forms (Form 830231). 12. Makes information to determine permit compliance available to the DNR upon their request. E. Inspector: 1. Updates PPP through fieldbook entries and storm water site inspection reports if there is a change in design, construction, operation, or maintenance which has a significant effect on the discharge of pollutants from the project. 2. Makes information to determine permit compliance available to the DNR upon their request. 3. Conducts joint required inspections of the site with the contractor/subcontractor. 4. Completes an inspection report after each inspection. 5. Is signature authority on storm water inspection reports. t -11 II. PROJECT SITE DESCRIPTION v !tv>) A. This Pollution Prevention Plan (PPP) is for the construction of PCC trail along Highway 6 in Iowa C;--- B. This PPP covers approximately 2.54 acres with an estimated 2.54 acres being disturbed. The portion of the PPP covered by this contract has 2.54 acres disturbed. C. The PPP is located in an area of soil association Tama -Muscatine -Downs hydrologic soil group W t �� '61 Ply -. •,: (.F)# The estimated weighted average runoff coefficient number for this PPP after completion will be 0.45. D. Storm Water Site Map is located in the RR sheets. Proposed slopes are shown in cross sections, details, or standard road plans. Supplemental information is located in the Tabulations in the C or RC sheets. E. The base storm water site map is amended by contract modifications and progress payments (fieldbook entries) of completed erosion control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until needed, based on site conditions. For example, silt fence ditch checks will typically not be installed until the ditch has been 10- POLLUTION PREVENTION PLAN documented by tieldbook entries and amended PPP site map. F. Runoff from this work will flow into the Iowa River. III. CONTROLS A. The Contractor's ECIP specified in Article 2602.03 of the Standard Specifications for accomplishment of storm water controls should clearly describe the intended sequence of major activities, and for each activity define the control measure and the timing during the construction process that the measure will be implemented. B. Preserve vegetation in areas not needed for construction. C. Sections 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. Actual quantities used and installed locations may vary from the Base PPP and amendment of the plan will be documented via fieldbook entries, amended PPP site map, or by contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or contractor during storm water site inspections. If the work involved is not applicable to any contract items, the work will be paid for according to Article 1109.03 paragraph B of the Standard Specifications. 1. EROSION AND SEDIMENT CONTROLS a. Stabilization Practices 1) Site plans will ensure that existing vegetation or natural buffers are preserved where attainable and disturbed portions of the site will be stabilized. 2) Initialize stabilization of disturbed areas immediately after clearing, grading, excavating, or other earth disturbing activities have: a) Permanently ceased on any portion of the site, or b) Temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. 3) Staged permanent and/or temporary stabilizing seeding and mulching shall be completed as the disturbed areas are completed. Incomplete areas shall be stabilized according to paragraph III, C, 1, a, 2, b above. 4) Permanent and Temporary Stabilization practices to be used for this project are located in the storm water site map, Estimated Project Quantities (100-OA,100-1A or 100-1C and Estimate Reference Information 100-4A located in the C or R sheets. Typical drawings detailing construction of the practices to be used on this project are referenced in the Standard Road Plans Tabulation (105-4) in the C or R sheets. 5) Preservation of existing vegetation within right-of-way or easements will act as vegetative buffer strips. 6) Preservation of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located in the C or R sheets. Additional information may be found in the Tabulations in the C or T Tabulation sheets, or is referenced in Section 2105 of the Standard Specifications. b. Structural Practices 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. Additionally, structural practices may include: silt basins that provide 3600 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdraw water from surface when discharging basins, and controls to direct storm water to vegetated areas. 2) Structural practices to be used for this project are located in the storm water site map, Estimated Project Quantities (100-BA, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located in the C or R sheets, as well as all other item specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be found on the B or R sheets or are referenced in the Standard Road Plans Tabulation (105-4) located in the C or R sheets. c. Storm Water Management Measures shall be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been completed. This may include velocity dissipation devices at discharge locations and along length of outfall channel as necessary to provide a non -erosion velocity flow from structure to water course. If included with this project, these items are located in the storm water site map and Estimated Project Quantities (100-OA, 100-IA, or 100-1C) and Estimate Reference Information (100-4A) located in the C or R sheets, as well as all other item specific Tabulations. Typical drawings detailing construction of the practices to be used on this project are referenced in the Standard Road Plans Tabulation. The installation of these devices may be subject to Section 404 of the Clean Water Act. 2. OTHER CONTROLS Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. a. Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. b. Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, storage, and use. c. Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and paving. d. Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as authorized by a Section 484 permit. e. Spill Prevention and Control - Implement chemical spill and leak prevention and response procedures to contain and clean up spills and prevent material discharges to the storm drain system and waters of the state. f. Concrete Residuals and Washout Wastes - Waste shall not be discharged to a surface water and is not allowed to adversely 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 located at least 50 feet away from storm drains, streams or other water bodies. Care should be taken to ensure these facilities do not overflow during storm events. g. Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on foreslopes or removed from the project. h. Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all environment laws such as proper storage f n fuels and proper disposal of used engine oil or other fluids on site. e p p g o o site ue s p p po g Employ washing practices that prevent contamination of surface and ground water from wash water. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. i. Litter Management - Ensure employees properly dispose of litter. Minimize exposure of trash if exposure to precipitation or storm water would result in a discharge of pollutants. j. Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off -site. Measures are also to be taken to prevent scour erosion at dewatering discharge point. 3. APPROVED STATE OR LOCAL PLANS During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at the time. IV. MAINTENANCE PROCEDURES The Contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their m _ z - o F a` � O o U }� U Q rN N w n m LU<� _ m J 24z 5 3, 0 m p v 0 W m 0Urn � N M LPL �(fl - V cf) Z Z Q p J W ^ _ LLJ � W � ♦� U Ln - Z 00 '^ g _ � v/ co � J Q to R L0 Z 0 ~ M v W W 2 a o Ld 'zLd ^ It 6 SNYDER &ASSOCIATES Project No: 1201115 Sheet RC.2 10-20- POLLUTION PREVENTION PLAN INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the Contractor and the Contracting Authority's inspector at least once every seven calendar days. Storm water site inspections will include: 1. Date of the inspection. 2. Summary of the scope of the inspection. 3. Name and qualifications of the personnel making the inspection. 5. Review of erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. 6. Major observations related to the implementation of the PPP. 7. Identification of corrective actions required to maintain or modify erosion and sediment control measures. B. Include storm water site inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control 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 corrections less than 72 hours after the inspection is impracticable, it should be documented why it is impracticable and indicate an estimated date by which the corrections will be made. VI. NON -STORM WATER DISCHARGES 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. This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the PPP. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION 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 conveyed and controlled per this PPP. VIII. DEFINITIONS A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - Base PPP amended during construction. May include Plan Revisions or Contract Modifications for new items, storm water site inspection reports, fieldbook entries made by the inspector, amended PPP site map by the Contractor, ECIP, NOI, co-permittee certifications, and Subcontractor Request Forms. Items amending the PPP are stored electronically and are readily available upon request. C. Fieldbook Entries - 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). E. Signature Authority - Representative authorized to sign various storm water documents. --------------------------------------------------------------------------------------------------------------------------------- CERTIFICATION STATEMENT I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware Vat there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing viol . THE CITY OF IOWA CITY IS THE APPLICANT FOR THE NPDES GENERAL PERMIT NO. 2 AND THE Si na �- CONTRACTOR AND ALL SUB -CONTRACTORS ARE TO SIGN ON AS CO-PERMITEE. IN ADDITION Troy A. Culver, P.E. TO THE NPDES PERMIT, THE CONTRACTOR IS REQUIRED TO OBTAIN A CITY OF IOWA CITY CONSTRUCTION SITE RUNOFF (CSR) PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING, OBTAINING (INCLUDING PAYING THE PERMIT FEE) AND MAINTAINING THIS PERMIT. ALL RECORDS SHALL BE SUBMITTED TO THE ENGINEER AS THEY ARE PRODUCED. REFER TO THE DRAWINGS FOR CONTRACT FULFILLMENT REQUIREMENTS. t 01 'A I I J Vt-A 01 I c : n wa c- unr ZZOI Printed or Typed Name Signature Printed or Typed Name LO C0 0 LO r M D a a E 0 m m 73 o 0 Lu N N Lu 4 d N C Za 0 o ma �W� c U rn � ry M d� M v I W a W R • W W z SNYDER &ASSOCIATES Project No: 1201115 Sheet RC.3 O O O O O O + ll .► + + + + �— N M f HIGHWAY 6 ---------._—�— ---------- == ---- --_ — — — — _. --- .r r/ _� — ----- • ✓• • • �— ...--------690 — 690 . . 9Sy `: - 0 ! , R/W R/I t3l-W R!w RA'W _ K a oa • O �3 NEPTUNELAND COMPANY SANDRALEE VELDHER TRUST 2200 HOLLYWOOD BLVD 2204 HOLD WOOD BLVD CO_NSTRUCTIO MITS — '� — --' O ` ^ O 0 o n _ -------------- 0 0 20 40 FELD. JAMES E. & FELD. JARROD R. & FELD. PAMELA A. SCALE (FEET) 2212 HOLLYWOOD BLVD It LEGEND y SEEDING AND FERTILIZING (URBAN) SEEDING AND FERTILIZING (RURAL) PROPOSED REVETMENT PROPOSED PAVEMENT IMPROVEMENTS SILT FENCE PERIMETER AND SEDIMENT SLOPE CONTROL DEVICE co HIGHWAY 6 O O O x N ti 00 _ CD _ -- — _---- ----- —-------- --------------- — ------ /--- ---— ---- - - - - - --- -- - ---- ----- ------------------------------ - - - - - - - - - — — — — — � Utter RamovuJ.SS+utlss -._ — — -_ —ill— ._ - L —----�_--_ ._— `--- �. — — — — — — — — — — — — — — — --- �� . . . . . . . . . ieq .... _..•........ • r r 1,69 g %.. is .. - . W.. R/W 'J iR/W ._.__ RIW..__..• _. _.- R/W- R/W- R/W R/W ' R/W R/W R/W ♦/ _____ \� y . it • � W od N a .`.... o+ O )ER M. & 0 20 40 D 11 12 14 15 ETH A. BEENK. DANIEL D. & 10 )D BLVD MAI-BEENK. FEND GHAN I MINOR. PATRICIA A. I FISHER. BYRON N. IHAIMA CHRISTOPHER R. I UCAS. DENNIS E. WOFFORD. MARILYN CLAIRE 2224 HOLLYWOOD BLVD 2230 HOLLYWOOD BLVD 2300 HOLLYWOOD BLVD 2304 HOLLYWOOD BLVD SCALE (FEET) 2312 HOLLYWOOD BLVD 2316 HOLLYWOOD BLVD U IL 2SZN Z d 5 m p v W m 00 rn J� N Q � M - H � co U Cn V W = Q 1♦ V 1 O 00 z CIO J Cn O (D 0 L / 1..L M V L.LJ O 1 Q 0 Z W Cn SNYDER &ASSOCIATES Project No: 1201115 Sheet RRA O O O O O O O O N O O N N N Lo HIGHWAY 6 N N 85 _68 c ----------------- . . r . — — — — — — — — I I I I + I a N N I I I ♦ � 1, WA - .RLW. R<W III III III III III III > --C-01 STRUCTION LIMIT " Cm FRONTAGE RD 16 TAILWIND IOW A CITY. LLC 2401 HIGHWAY 6 E 0 20 40 SCALE (FEET) ... R/N'"—• R1Y1 R1Y1 - R!W R'W-gin= -�F LEGEND O O 0 HIGHWAT6 r — o J N gm • ` fjl T ;.� 0 20 40 SCALE (FEET) SEEDING AND FERTILIZING (URBAN) SEEDING AND FERTILIZING (RURAL) PROPOSED REVETMENT PROPOSED PAVEMENT IMPROVEMENTS • SILT FENCE C la PERIMETER AND SEDIMENT e- + SLOPE CONTROL DEVICE O • 1 M .� y_•_K t+si • • •• +sue �i `•• . !T --.-r. . . .. . .-s: �r I a • :•- • u L •TRUSI .• • LAKESIDE2261 - D- c a N CL 3 iz s mo,nw�' J U N M Q r co C.0 ZQ Lu 2 Q~ 1 - N U O^ M� w Z 'C/3 V / 0 a a �/� `.. w wf� �Gi Lci � 1` M O U LU D O 1 °- o z F- W 6 SNYDER &ASSOCIATES Project No: 1201115 Sheet RR.2 O O O O O O + + + + M co M CC) M c7 O 00 HIGHWAY 6 J + M m _ RRn � ivK ANN- ----- ----------- --------------------------- J... _______. ___�_� —_—__—__.—_--__--_—______—_ R/W /w RENEW -- — . . . . . CONSTRUCTION LIMITS R/W R/W FRONTAGE PIS 0 CD O O M M r 18 0 20 an GM RETAIL. LLC 2601 HIGHWAY 6 E r SCALE (FEET) O O + O V � R/W R/W R/W R/W R/W tf;A014A I13 VIA 01 1 E : I I Wv E- linp ZZDZ TI 1 HIGHWAY 6 . . . ... . . . . . . . . . . . . . . R/W R/W R/W R/W FRONTAGE RD `o8J' CONSTRUCTION LIMITS /W R/W R/W R/W 0 20 SO SCALEjFEET) LEGEND SEEDING AND FERTILIZING (URBAN) SEEDING AND FERTILIZING (RURAL) PROPOSED REVETMENT PROPOSED PAVEMENT IMPROVEMENTS SILT FENCE O O + PERIMETER AND SEDIMENT SLOPE CONTROL DEVICE a u .......... y.`..+.+ ... mecca,• -- R/W � I I L— ----- c(0)— Cl? c !� . m U N � o _N K 9 O U � m N o m Y O a a Q O o U 3 N W N m W O H a � � y za 3� Lu oQ— mo oUrn J Q co U Q C A Lu F- 2 Q 1 � N U `I O 00 z un Cn o a Q �a/ L / r z M Ov W D O a' Cn 1 O Z F- w SNYDER &ASSOCIATES Project No: 1201115 Sheet RR.3 o 0 0 o m a' + o+ o o Go v c+Of o + HIGHWAY 6 s x N s ! U N . . . . - r . y w w w w Q Z 70, . r= �2 \\ CONSTRUCTION IJIMITS R/W �� R/w • ` F a J I R/ /J- R/W R/ ri: 6,5. • w+... <..•._..- w R/W x; Q N- The 01edoot - - - G(D) - - - - - - - - - - - - - \ \ \\\ Q w o \\\\\\\\ O f vi za m al < \ nw 11 4Ua, J �7ii N aui LEGEND V 19 0 20 40 (URBAN) AND FERTILIZING z URBAN BON -AIR MOBI HOM OD IN SEEDING AND FERTILIZING 2801 HIGHWAY 6 E scALe (Peer) (RURAL) PROPOSED REVETMENT /� 0 00 = V p O O X� PROPOSED PAVEMENT W O O O N S IMPROVEMENTS + + HIGHWAY 6 + _ r r SILT FENCE O �— PERIMETER AND SEDIMENT Q —._ - -- _ � SLOPE CONTROL DEVICE � - - - - - - - - - - - - - _.—.�-----.— Wooden /NLO GtDi�---------- =Gib)-= ---- _ R/w R/w R/W R/W R O sic= .+'•_ : _ R/1-Ti R)- lW - - - Rrir- - - R/w -. @LM.- - R/W R/W R/W . /W �tD) - - P,:wa ♦ zm ♦ q -- - ---=T - - - - - - - -- +RtrceJaa �� J Cn • ♦ • w •ti• w „` SRO - "l F�yr, ';I -` Re�ilniry)NuY { `----'_" \ •tip \ N <, - - O Y/ w.CONSTRUCTION LIMITS x \ D Z I- The 0-11 — --1—nG -- Rlm•681.19 O uJ ®� F.L..675.466. cs I • Jj.\ TRIPLE CROWN CONDOMINIUMS F.L.=ti75.46J6'RCPN woodnm wentcrwyf�u0 2614 TRIPLE CROWN LN Z Q • a 0 Q � cn z vm01 `Allo vm0l H w U 4114V £- flf 1181 R e603 • � SNYDER R &ASSOCIATES 20 ao s IQ THE MANE GATE LLC Project No: 1201115 � 2725 HEINZ RD #7 SCALE (FEET) I Sheet RRA NOTE: SHEET TO BE PRINTED IN COLOR REFER TO SHEET S.13 FOR ADDITIONAL INFORMATION REGARDING SIDEWALK RAMP ON OPPOSITE SIDE OF HIGHWAY 6. HIGHWAY 6 W1007 W1008 W1009 W1010 W 1006 s LL vm0l `A1.13 vm01 z£:IIWv c-NfwI a LEGEND SIDEWALK LANDING AREA RAMP DETECTABLE WARNING (TRUNCATED DOMES) PROPOSED PAVEMENT IMPROVEMENTS w b � m QJ U N Q N � N 0 m g N m > Z U N Q d E Q O o U i N N V cl) O Q I O_ �� a H za J O� m p n W M o U rn J � N to U � Z Q W H = a N V O 00 Cn Cn o a cla ti ul w w C W � Q o aLuZ Q � � F- SNYDER &ASSOCIATES Project No: 1201115 Sheet S.1 SIDEWALK COMPLIANCE See 5 Sheets ' Does not include curb 3 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid ouantities. 113-10I 04-18-17 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 % Pi or Ne . 1 % W1001 W1002 Ramp Running Slope 6 0.47 0.01 2.1% 0.5% to 8.3% W1001 10+35.63 5.00 695.38 W1002 W1003 Ramp Running Slope 6 8.61 0.68 7.9% 0.5% to 8.3% Yes W1002 10+35.16 5.00 695.39 W1002 W1010 Ramp Cross Slope 6 10.00 0.14 1.4% 0.1% to 2.0% _ W1003 10+26.55 5.00 696.07 W1003 W1004 Sidewalk Running Slope 4 3.44 -0.11 -3.2% 0.5% to 5.0% W1004 10+26.55 8.44 695.96 W1003 W1006 Landing/Turning Space 6 5.22 0.08 1.5% 0.1% to 2.0% _ W1005 10+22.34 8.79 696.00 W1003 W1009 Ramp Cross Slope 6 10.00 0.14 1.4% 0.1% to 2.0% W1006 10+21.33 5.00 696.15 W1004 W1005 Match Existing Cross Slope 4 4.22 0.04 0.9% Match Existing W1007 10+18.71 -4.83 696.30 W1005 W10% Sidewalk Running Slope 4 3.92 0.15 3.8% 0.5% to 5.0% W1008 10+23.64 -4.95 696.23 W1006 W1007 Landing/Turning Space 6 10.17 0.15 1.5% 0.1% to 2.0% W1009 10+26.55 -5.00 696.21 W3007 W1008 Match Existing Cross Slope 6 4.97 -0.07 -1.4% Match Existing W1010 10+35.16 -5.00 695.53 W1008 W1009 Landing/Turning Space 6 2.92 -0.02 -0.7% 0.1% to 2.0% W1101 10+76.67 -5.00 695.39 W1009 W1010 Ramp Running Slope 6 8.61 -0.68 -7.9% 0.5% to 8.3% Yes W1102 10+82.65 -5.00 695.70 W1103 u_ 10+92.33 -5.00 695.80 W1104 ! 10+92.33 5.00 695.65 Wi101 W1102 Ramp Running Slope 6 5.98 0.31 5.2% 0.5% to 8.3% W1105 10+88.79 5.00 695.62 W1101 W1110 Ramp Cross Slope 6 10.00 -0.15 -1.5% 0.1% to 2.0% W1106 10+88.94 10.38 695.59 W1102 W1103 Landing/Turning Space 6 10.00 0.10 1.0% 0.1% to 2.0% W1107 ! 10+84.73 10.14 695.54 W1102 W1109 Ramp Cross Slope 6 10.00 0.15 1.5% 0.1% to 2.0% W1108 ;- 10+84.73 5.00 695.57 W1103 _ W1104 Landing/Turning Space 6 10.00 -0.15 -1.5% 0.1% to 2.0% _ W1109_ 10+82.65 5.00 695.55 W1104 W1105 Landing/Turning Space 6 3.43 -0.03 -0.9% 0.1% to 2.0% W3110 10+76.67 5.00 695.24 W3105 W1106 Sidewalk Running Slope 4 5.38 -0.03 -0.6% 0.5% to 5.0% 10+75.76 5.00 695.23 W1105 W1108 Landing/Turning Space 6 3.92 -0.05 -1.3% 0.1% to 2.8% -Willi W1106 W1107 Match Existing Cross Slope 4 3.93 -0.05 -1.3% Match Existing W3107 W1108 Sidewalk Running Slope 4 5.14 0.03 0.6% 0.5% to 5.0% W1108 W1109 Landing/Turning Space 6 2.00 -0.02 -1.0% 0.1% to 2.0% W1109 W1110 Ramp Running Slope 6 5.98 -0.31 -5.2% 0.5% to 9.3% W1110 Willi Ramp Running Slope 6 0.91 -0.01 -1.1% 0.5% to 8.3% _ V1,1101 `Alto V1A01 H310 �,11 ZE -11 WV £- finr zzoz 3 < 1 SNYDER &ASSOCIATES 11 Project No: 1201115 Sheet S.2 g NOTE: SHEET TO BE PRINTED IN COLOR co h (� N FN O 2 p o .. � N m O N 1 K 7 U O � m N Q D! O Z D_ N Y O a` Q O_ o W3001 >- U vi�.o W3002 v m Q wpm W3015 R ¢ m s O W3014 w r= _ W3003 0Cr m p o m W3013 o U UNION ...� s.. O C? W3012 I.L cfl U W 3004 ` 7 QL W3011 V 'n W V ® W3005 1 N U I 0 W3010 28 00 M �' /^� 1 V RZ 0 LO W W3009 W3006 _ W Cn EB M J o R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W A/W R/W R/ Q ^1 W3008 W3007 I.L W WOFFORD_ MARILYN CIR� �' ! LATAILWIND IOWA CITY, LLC 2316 HOLLYWOOD BLVD 2401 HIGHWAY 6 E LEGEND s SIDEWALK ® LANDING AREA 4 IA Q RAMP S& N Y D E R ASSOCIATES o 0 0 0 0 o DETECTABLE WARNING (TRUNCATED DOMES) y PROPOSED PAVEMENT Project No: 1201115 ascnLE (FEET) IMPROVEMENTS Sheet S.3 3 SIDEWALK COMPLIANCE See S Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid auantities. 113-10 04-18-17 Staking FOR INFORMATION ONLY: Point to Point Sidewalk Designation _" PCC Sidewalk Distance* A Elevation Slope Acceptable Constructed Range Required on this Measured Slope Initials Remarks VALUES USED TO DETERMINE DESIGNED SLOPES OQuadrant? z Point Station offset Elevation FT F7 % Pos. or Nee. % z W3001 W3002 Sidewalk Running Slope 4 1.00 0.03 3.0% 0.5% to 5.0% W3001 20+49.61 5.00 685.95 W3001 W3015 Sidewalk Cross Slope 4 22.49 0.70 3.1% 0.5% to 4.1% 143002 20+49.61 6.00 685.98 W3002 W3003 Sidewalk Running Slope 4 10.34 0.45 4.4% 0.5% to 5.0% Yes W3003 20+44.79 13.31 686.43 W3003 1 W3004 Sidewalk Running Slope 4 16.06 -0.46 -2.9% 0.5% to 5.0% W3604 20+53.60 27.46 685.97 W3093 W3012 Sidewalk Cross Slope 4 6.00 0.09 1.5% 0.5% to 2.0% _ _ W3005 20+63.73 40.06 686.68 W3004 W3005 Sidewalk Running Slope 4 14.84 0.71 4.8% 0.5% to 5.0% Yes W3006 20+70.69 55.69 687.30 W3004 W3011 Sidewalk Cross Slope 4 6.00 0.09 1.5% 0.5% to 2.0% _' W3007 20+70.68 61.78 687.52 W3005 W3006 Sidewalk Running Slope 4 16.33 0.62 3.8% 0.5% to 5.0% W3008 20+60.49 61.62 687.69 W3005 W3010 Sidewalk Cross Slope 4 6.00 0.09 1.5% 0.5% to 2.0% W3009 20+61.16 55.49 687.39 W3006 Y W3007 Sidewalk Running Slope 4 6.09 0.22 3.6% 0.5% to 5.0% W3010 20+56.72 43.29 686.77 WON- W3009 Sidewalk Cross Slope 4 6.00 0.09 1.5% 0.5% to 2.0% W3011 20+47.08 30.34 686.06 W3007 W3008 Match Existing Cross Slope 4 6.00 0.17 2.8% Match Existing W3012 20+38.78 15.89 686.52 WMIS W3009 Sidewalk Running Slope 4 6.14 -0.30 -4.9% 0.5% to 5.0% Yes W3013 20+37.02 12.29 686.49 143009 W3010 Sidewalk Running Slope 4 12.56 -0.62 -4.9% 0.5% to 5.0% Yes W3014 20+26.32 6.00 686.68 W3010 W3011 W3011 W3012 Sidewalk Sidewalk Running Slope Running Slope 4 4 14.84 16.06 -0.71 0.46 -4.8% 2.9% 0.5% to 5.0% 0.5% to 5.0% Yes W3015 20+26.32 5.00 686.65 W3012 W3013 Sidewalk Running Slope 4 3.94 -0.03 -0.8% 0.5% to 5.0% W3013 W3014 Sidewalk Running Slope 4 12.69 0.19 1.5% 0.5% to 5.0% W3014 � W3015T Sidewalk Running Slope 4 1.00 0.03 -3.0% 0.5% to 5.0% VtAol 1�1110 VA01 MITI A110 Z E :1 ! wv c - Nnr zzoz 6 SNYDER &ASSOCIATES �L Project No: 1201115 Sheet SA g NOTE: SHEET TO BE PRINTED IN COLOR m ga 75 HIGHWAY 6 7 N F N - N 2 � u m O V S W m m O U O � m V7 ¢ 2 O Z W5102 O x m o W5015 W E W5103 Q •�•: 'E' JOINT • - . , ._ ..,., ::: a � u _ I W5104 r 2 — v H E' JOINT 9� U c c `I 0 W5002 e = W5001 z a 3 3g i W5014 ' W5133 W5132 W5131 O ¢ 3 W5013 f+5 ,,.. W5134 cow m W51 0 U m R W5003 / ?S _ q 0 W5105 W5012 O W5004 W 0 Y 5106 W5107 CD U W5128 Z Q cn W5108 ^ r Lu ® R 25 v R?0 W5112 W5113 Q 31 U u W5127 W5109 L9 'c) W V W5011 W5005 ; V W5110 W5111 W5114 �� W5126 O W5010 W5006 ~ N �[ W W5125 W5121 .w W5115 Llr) W ---_--- --- •. e� W /�5122 W5120 W5118 w5007 (� �) M Y Lu W5009 W5124 W5117 W5116 = J im W5008 Q ( �� a. -am ; ,/l J01N'f c o I 'E' JOINT W5123 Q Q ' ^ H_3 I -I! "I � � V! s Z� iI Hv Nnr 1t01 LEGEND a FRONTAGE ROAD SIDEWALK LANDING AREA �- RAMP SNYDER R &ASSOCIATES 0 0 0 o DETECTABLE WARNING 0 5 10 (TRUNCATED DOMES) PROPOSED PAVEMENT project No: 1201115 SCALE (FEET) IMPROVEMENTS IE Sheet S.5 S- m as 113-10 cfl 04-18-17 a �^ a Uj SIDEWALK COMPLIANCE m See 5 Sheets ai • Does not include curb c� s 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. N 3 z Refer to tabulation 113-01 for bid quantities. N Staking FOR INFORMATION ONLY: o - " PCC Distance' A Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES > m a o Point to Point Sidewalk Designation g Sidewalk Constructed Range on this Slope Initials Remarks m o 9 O Quadrant? Point Station Offset Elevation FT FT % Pos. or Ne . % m - 1 3 W5001 W5002 Landing/Turning Space 6 5.08 0.06 1.2% 0.1% to 2.0% W5001 30+28.51 5.00 681.24 a 6 W5002 W5003 Sidewalk Running Slope 4 3.57 -0.02 -0.6% 0.5% to 5.0% W5002 30+23.44 5.00 681.30 W5002 W5014 Landing/Turning Space 6_ 12.22 0.15 1.2% 0.1% to 2.0% _ W5003 30+23.46 8.56 681.28 W5003 W5004 Sidewalk Running Slope 4 3.44 0.02 0.6% 0.5% to 5.0% W5004 30+21.11 11.08 681.26_ 2 w a W5004 W5005 Sidewalk Running Slope 4 27.87 -0.58 0.5% to 5.0% W5005 30+21.27 38.94 680.68 Q _-2.1% _ _ _ W5004 W5012 Sidewalk Cross Slope 4� 5.04 0.06 1.2% 0.5% to 2.0% - W5006 30+21.31 43.94 680.60 __ W5005 W5006 Landing/Turning Space 4 5.00 -0.08 -- 1.6% 0.1% to 2.0% Yes W5007 30+21.35 51.94 680.04 - o W5005 W5011 Landing/Turning Space 4 5.00 -0.03 -0.6% 0.1% to 2.0% W5008 30+16.36 52.53 680.06_ - W5006 W5007 Ramp Running Slope 6 8.00 -0.56 -7.0% 0.5% to 8.3% -T W5009 30+16.35 51.97 680.01 >^ W5a06 W5010 Landing/Turning Space 4 L 5.00 -0.03 -0.6% 0.1% to 2.0% W5010 30+16.31 43.97 680.57 V N o W5007 W5009 Ramp Cross Slope 6 f 5.00 0.03 0.6% 0.1% to 2.0% W5011 30+16.27 38.97 680.65 0 N y W5008 W50e9 Ramp Running Slope 6 0.56 0.01 1.8% 0.5% to 8.3% W5012 30+16.10 10.47 681.32Lu Q W5009 W5010 Ramp Running Slope 6 I 8.00 0.56 7.0% 0.5% to 8.3% W5013 30+11.23 6.00 681.44 O ( T W5010 W5011 Landing/Turning Space 4 ' 5.00 0.08 1.6% 0.1% to 2.0% Ves W5014 30+11.22 5.00 681.45 - U) g H W5011 W5012 Sidewalk Running Slope 4 28:50 0.67 2.4% 0.5% to 5.0% W5015 30+11.23 -5.00 681.55 z as W5013 W5014 Sidewalk Running Slope 4 1.00 0.01 1.0% 0.5% to 5.0% W5016 30+17.70 -5.00 - -- 681.45 cr W5014 W5015 Landing/Turning Space _ 6 1 10.00 0.10 1.0% 0.1% to 2.0%- W5101 30+72.88 -5.00 681.11 m o a W5015 W5016 Landing/Turning Space 6 1 6.47 -0.10 -1.5% 0.1% to 2.0% - - W5102 30+78.85 -5.00 - 681.38 W ° W5103 30+88.56 -5.00 -- 681.54 J o v °N W5101 W5102 Sidewalk Running Slope 6 5.97 0.27 4.5% 0.5% to 5.0% _ Yes W5104 W5105 31+11.01 31+11.01 -5.00 5.00 681.92 681.82 W5101 W5133 Sidewalk Cross Slope 6 10.00 -0.11 -1.1% 0.5% to 2.0% W5106 31+11.01 6.00 681.81 w5102 W5103 Landing/Turning Space 6 9.89 0.16 1.6% 0.1% to 2.0% Yes T- W5107 31+00.22 12.23 681.35 W5102 W5132 Landing/Turning Space 6 10.00 -0.11 -1.1% __ '_ 0.1% to 2.0% W5108 30+92.55 24.31 681.10 L _ W5103 W5104 Landing/Turning Space 6. 1 23.52 0.38 1 6% 0.1% to 2.0% _ _ Yes W5109 30+88.58 35.78 680.65 r W5103 W5131 Landing/Turning Space 10 ` 0.1% to 2.0% W5111 31+19.08 55 680.90 Landing/TurinSpace -00 10.00 - - 0.1% to 2.0% - - - - W5111 31+19.08 36.83 36.83 680.90 W5105 W5105 SidewaRunning Slope 4 -0.10 1.00% 0.5% to 5.0% W5112 31+15.45 27.35 681.00 > Z W5105 W5131 Landing/Turning Space 6 21.28 -0.38 -1.8% 0.1% to 2.0% _ Yes W5113 31+30.08 22.55 681.14 W5107 W5108 Sidewalk Running Slope _ 4 �I_ 13.60 -0.25 -1.8% 0.5% to 5.0% W5114 31+33.29 32.03 681.04 W5107 W5129 Sidewalk Cross Slope 4 T 6.16 -0.10 -1.6% 0.5% to 2.0% Yes W5115 31+34.89 36.77 680.99 ^ W5108 W5109 Sidewalk Running Slope 4- 11.80 -0.45 -3.8% 0.5% to 5.0% W5116 31+37.02 43.06 680.83 W5108 W5128 Sidewalk Cross Slope 4 5.08 -0.04 -018% 0.5% to 2.0% W5117 31+31.32 44.94 680.81 W5109 W5110 Sidewalk Running Slope 4 5.00 -0.10 -2.0% 0.5% to 5.0% W5118 31+29.21 38.69 680.93 V W5109 W5127 Sidewalk Cross Slope 4 _ 5.00 0.05 1.0% 0.5% to 2.0% W5119 31+27.60 33.95 680.98 W5110 W5111 Sidewalk Running Slope 4 + 19.51 0.35 1.8% 0.5% to 5.0% W5120 31+20.68 41.58 680.85 x W5110 W5121 Landing/Turning Space 4 5.00 -0.05 -1.0% _ 0.1% to 2.0% _ W5121 30+89.36 45.77 680.50 Q W5110 W5126 Landing/Turning Space 4 5.00 0.05 1.0% 0.1% to 2.0% j -_ W5122 30+89.74 49.58 680.27 _ W5111 W5112 Landing/Turning Space 4 10.00 0.10 1.0% 0.1% to 2.0% W5123 30+89.96 51.55 680.25_ W5111 W5119 Landing/Turning Space 4'- 9.00 0.08 0.9% 0.1% to 2.0% _ ! W5124 30+82.37 49.67 680.31 N V W5111 W5120 Landing/Turning Space - 4 5.00 -0.05 -1.0% 0.1% to 2.0% W5125 30+82.35 45.86 680.55 L W5112 W5113 Landing/Turning Space 4 fi 15.00 0.14 0.9% 0.1% to 2.0% _ W5126 30+82.32 40.85 680.60 1 O W5113 W5114 Landing/Turning Space 4 10.00 -0.10 -1.0% 1 0.1% to 2.0% _ _ W5127 30+82.29 35.85 680.70_ ' ^ v , W5114 W5115 Landing/Turning Space 4 5.00 -0.05 -1.0% 0.1% to 2.0% _ W5128 30+87.71 20.87 681.06 = W5114 W5119 Landing/Turning Space 4 6.00 -0.06 -1.0% 0.1% to 2.0% - W5129 30+93.35 13.71 681.25 1 (n W5115 W5116 Sidewalk Running Slope 4 6.65 -0.16 -2.4% 0.5% to 5.0% - _ W5130 30+88.56 6.00 681.43 i� W5115 W5118 Landing/Turning Space 4 6.00 -0.06 -1.0% 0.1% to 2.0% W5131 30+88.56 5.00 681.44 W5116 W5117 Match Existing Cross Slope _ 4 6.00 -0.02 -0.3% Match Existing �- W5132 30+78.85 5.00 681.27 45 117 W5118 Sidewalk Running Slope 4 1 6.60 0.12 1.8% 0.5% to 5.0% W5133 30+72.88 5.00 681.00 W5118 W5119 Landing/Turning Space 4 5.00 0.05 1.0% 0.1% to 2.0% W5134 30+71.98 5.00 680.96 `i W 06 W5118 W5120 Landing/Turning Space 4 9.00 -0.08 -0.9% 0.1% to 2.0% LO W W5120 W5121 Sidewalk Running Slope 4 19.51 -0.35 -1.8% 0.5% to 5.0% __ _ _ r = W W5121 W5122 Ramp Running Slope 6 3.81 -0.23 -6.0% 0.5% to 8.3% U) W5121 W5125 Landing/Turning Space 4 5.00 0.05 1.0% 0.1% to 2.0% _ y . _ _ _ - W W5122 W5123 Ramp Running Slope 6 1.97 -0.02 -1.0% 0.5% to 8.3% 1 i W5122 W5124 Ramp Cross Slope 6 5.00 0.04 0.8% 0.1% to 2.0% ----- W5124 W5125 Ramp Running Slope 6 3.81 0.24 6.3% 0.5% to 8.3% _ 1 W5125 W5126 Landing/Turning Space 4 5.00 0.05 1.0% 0.1% to 2.0% _ ^ W5126 W5127 Sidewalk Running Slope 4 5.00 0.10 2.0% 0.5% to 5.0% W Z W5127 W5128 Sidewalk Running Slope 4 15.72 0.36 2.3% 8.5% to 5.0% Q W5128 W5129 Sidewalk Running Slope . a f.+ A.54 0.19 2.2% 0.5% to 5.0% _ N W5130 W5131 Sidewalk Running Slope 1 � 4L l _''1.00 0.01 1.0% 0.5% to 5.0% W5131 W5132 Landing/Turning Space _3fap� 9.53 0.17 1.8% 0.1% to 2.0% Yes W5132 W5133 Sidewalk Running Slope 5.97 -0.27 -4.5% 0.5% to 5.0% Yes g W5133 W5134 Sidewalk Running Slope 7 { r{ C 7 -0.04 -4.4% 0.5% to 5.0% Yes G4 • t � ��3i G� �� 7 L��L Q v SNYDER &ASSOCIATES s h Project No: 1201115 4 Sheet S.6 Fc9 NOTE: SHEET TO BE PRINTED IN COLOR FRONTAGE ROAD 'E' I W7016 W7015 W7014 W70 16 TAILWIND IOWA CITY. LLC ; 2401 HIGHWAY 6 E � iIk a `),Ili 0101 M313 All,) a JOINT 'E' JOINT 'E' JOINT M AL a 3. co m L U Q N N Z O_ N � m N � pp O in _ - U � N m N Q 2 O Z a_ 0 � _ o Q O 0 U `yam r � t0 ()uj0 Q 0 O N m W uNi a O �W � U 0 m Oa z� 3 _ ... _ CO u W m 00m ,) J W7,05 W7106 a W7104 Mpa R/W cfl • U /w > Z W7106 W7107 / Ia - - ,x W7109 Za ✓J7111 V WV 2 a U � � O D I 00 C13 Cn Cn ~ 06 LO w M LJJ M&A PROPERTIES, LLC Q YOUMIN WU REVOCABLE TRUST I ^ HONG ZHU REVOCABLE TRUST 2261 LAKESIDE DR I.L i> W Z a 2 I Cn SNYDER &ASSOCIATES Project No: 1201115 Sheet S 7 k_ Afr > m a 113-10 00 s 04-18-17 a a Uj SIDEWALK COMPLIANCE See S Sheets ' Does not include curb U 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. N z Refer to tabulation 113-01 for bid quantities. N Staking FOR INFORMATION ONLY: o ., rn ` ` " 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 m b z O Quadrant? Point Station Offset Elevation o FT FT % Pos. or Neg. % m 1 W7001 W7002 Ramp Running Slope 6 7.42 0.52 7.0% 0.5% to 8.3% W7001 30+21.52 79.16 679.98 ¢ X z W7001 W7020 Ramp Cross Slope 6 5.00 -0.03 -0.6% 0.1% to 2.0% W7002 30+21.56 86.58 680.50 W7002 W7013 Landing/Turning Space 4 5.00 0.08 1.6% 0.1% to 2.0% Yes W7003 30+26.59 91.55 680.50 x . o W7002 W7019 Landing/Turning Space 4 5.00 0.03 0.6% 0.1% to 2.0% - - W7004 _ 30+35.61 91.49 679.96 w 2 a W7003 W7004 Ramp Running Slope 6 9.01 -0.54 -6.0% 0.5% to 8.3% W7005 36+36.56 96.49 679.90 a W7003 W7007 Landing/Turning Space 4 S.00 -0.03 -0.6% 0.1% to 2.0% i. W7006 L___ 30+35.64 96.49 679.91 W7003 W7013 Landing/Turning Space 4 5.00 0.08 1.6% 0.1% to 2.0% _ Yes W7007 1 30+26.62 96.55 680.47 O W7004 W7006 Ramp Cross Slope 6 5.00 -0.05 -1.0% 0.1% to 2.0% W7008 30+26.65 101.55 680.45 - o W7005 W7006 Ramp Running Slope 6 0.93 0.01 1.1% 0.5% to 8.3% W7009 30+26.76 104.58 680.43 m W7006 W7007 Ramp Running Slope 6 9.01 0.56 6.2% 0.5% to 8.3% I W7010_ 29+67.09 102.39 680.47 ~ 3 0 W7007 W7008 Sidewalk Running Slope 4 5.00 -0.82 -0.4% 0.5% to 5.0% -- - .. _ _ W7011 I 29+68.38 99.88 680.50 U rn H W7007 W7012 Landing/Turning Space 4 5.00 0.08 1.6% 0.1% to 2.0% Yes W7012 _ 29+70.85 95.53 680.55 a w � m w W7008 W7009 Sidewalk Running Slope 4 3.04 -0.02 -0.7% 0.5% to 5.0% _ W7013 29+73.32 91.18 680.58 p a W7008 W7011 Sidewalk Cross Slope 4 5.00 0.05 1.0% 0.5% to 2.0% _ --- W7014 29+68.97 88.71 680.61 - n o_ y W7009 W7010 Match Existing Cross Slope 4 4.98 0.04 0.8% Match Existing W7015 _ + 29+64.62 86.24 680.65 z a 3 W7010 W7011 Sidewalk Running Slope 4 2.82 0.03 1.1% 0.5% to 5.0% W7016 29+61 62 ~_ 84.38 680.67 3 W7011 W7012 Sidewalk Running Slope 4 5.00 0.05 1.0% 0.5% to 5.0% W7017 29+64 13 1 80.18 680.61 m a - W7012 W7013 Landing/Turning Space 4 5.00 0.03 0.6% 0.1% to 2.0% W7018 29+67 13 81.92 680.57_ o U W7013 W7014 Landing/Turning Space 4 5.00 0.03 0.6% 0.1% to 2.0% W7019 - - 29+71.44 84.37 680.53 J v N W7014 W7015 Sidewalk Running Slope 4 5.00 0.04 0.8% 0.5% to 5.0% W7020 29+75.11 I_ 77.91 679.95 C° W7014 W7019 Landing/Turning Space 4 5.00 -0.08 -1.6% 0.1% to 2.0% Yes W7021 29+75.46 r 77.29 679.90 W7015 W7016 Sidewalk Running Slope 4 3.54 0.02 0.6% 0.5% to 5.0% _ W7101 _ 30+96 74 78.06 680.25 W7015 W7018 Sidewalk Cross Slope 4 5.00 -0.08 -1.6% 0.5% to 2.0% Yes W7102 30+98.11 80.23 680.27 W7016 W7017 Match Existing Cross Slope 4 4.89 -0.06 -1.2% Match Existing W7103 31+03.75 85.93 680.60 W7017 W7018 Sidewalk Running Slope 4 3.46 -0.04 -1.2% 0.5% to 5.0% W7104 31+17.58_ 84.25 680.74 W7018 W7019 Sidewalk Running Slope 4 5.00 -0.04 -0.8% 0.5% to 5.0% W7105 31+23.34 -_ 80.35 680.92 W7019 W7020 Ramp Running Slope 6 7.42 -0.58 -7.8% 0.5% to 8.3% Yes W7106 31+28.07 78.74 681.08_ W7020 W7021 Ramp Running Slope 6 0.72 -0.05 -6.9% 0.5% to 8.3% _ W7107 31+29.60 83.35 681.18 7 Z W7108 31+24.94 -_ 85.08 680.97 W7109 31+21.63 87.18 680.79 W7101 W7102 Ramp Running Slope 6 2.19 0.02 0.9% 0.5% to 8.3% - - W7110 31+14 22 90.79 680.65 W7102 W7103 Ramp Running Slope 6 5.78 0.33 5.7% 0.5% to 3.3% W7111 _ 31+18.34 95.53 680.70 W7102 W7122 Ram Cross Slope P P 6 5.00 - 0.07 - 1.4% 0.1% to 2.0% W7212 31+21 55 1_- 105.00 681.81 W7103 W7104 Sidewalk Running Slope 4 3.04 0.14 4.6% 0.5% to 5.0% Yes - W7113 31+22 15 _ '' 109.01 _ 681.16 / n UJ W7103 W7110 Landing/Turning Space 4 5.00 0.05 1.0% 0.1% to 2.0% i,W7114 30+83 11 110.28 681.07 W7103 W7121 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% W7115 30+82.71 106.21 680.94 W7104 W7105 Sidewalk Running Slope 4 6.95 0.18 2.6% 0.5% to 5.0% W7116 30+82.65 96.21 680.63 Q W7104 W7109 Sidewalk Cross Slope 4 5.00 0.05 1.0% 0.5% to 2.0% W7117 _ 1 30+74.09 _ 96.26 679.99 W7105 W71% Sidewalk Running Slope 4 5.00 0.16 3.2% 0.5% to 5.0% W7118 30+73 12 96.27 679.98- W7105 W7108 Sidewalk Cross Slope 4 5.00 0.85 1.0% 0.5% to 2.0% W7119 30+74.06 '_- 91.26 680.04 N W7106 W7107 Match Existing Cross Slope 4 4.85 0.10 2.1% Match Existing W7120 30+82.62 91.21 680.58 LO W7107 W7108 Sidewalk Running Slope 4 4.98 -0.21 -4.2% 0.5% to 5.0% Yes W7121 _ 30+82 59 86.21 680.53_ O W7108 W7109 Sidewalk Running Slope 4 3.91 -0.18 -4.6% 0.5% to 5.0% Yes_ W7122 30+82.55 80.43 680.20 ' ^ W7109 W7110 Sidewalk Running Slope 4 6.09 -0.14 -2.3% 6.5% to 5.0% _ v W7110 W7111 Landing/Turning Space 4 5.00 0.05 1.0% 0.1% to 2.0% j - W7110 W7120 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% - W7111 W7112 Sidewalk Running Slope 4 10.00 0.31 3.1% 0.5% to 5.0%Q a W7111 W7116 Landing/Turning Space 4 5.00 -0.07 -1.4% 0.1% to 2.0% cl) W7112 W7113 Sidewalk Running Slope 4 4.06 0.15 3.7% 0.5% to 5.0% W7112 W7115 Sidewalk Cross Slope 4 5.00 -0.07 -1.4% 0.5% to 2.0% W W7113 W7114 Match Existing Cross Slope 4 3.92 -0.09 -2.3% Match Existing W W7114 W7115 Sidewalk Running Slope 4 4.10 -0.13 -3.2% 0.5% to 5.0% W7115 W7116 Sidewalk Running Slope 4 10.00 -0.31 -3.1% 0.5% to 5.0%- W7116 W7117 Ramp Running Slope 6 8.60 -0.64 -7.4% 0.5% to 8.3% Yes +-- -- --- --- - ` T _ M W W7116 W7120 Landing/Turning Space 4 5.00 -0.05 -1.0% 0.1% to 2.0% Y W7117 W7118 Ramp Running Slope 6 0.97 -0.01 -1.0% 0.5% to 8.3% _ J Q W7117 W7119 Ramp Cross Slope 6 5.00 0.05 1.0% 0.1% to 2.0% W7119 W7120 Ramp Running Slope 6 8.60 0.54 6.3% 8.5% to 8.3% W7120 W7121 Landing/Turning Space 4 5.00 -0.05 -1.0% 0.1% to 2.0% LU 7 W7121 W7122 Ramp Running Slope 6 5.78 -0.33 -5.7% 0.5% to 6.3%Cn 0 - - ---- - --- - -- - -- - - - - S n 77 1`et 1 1101 R s N SNYDER R &ASSOCIATES s 7 Project No: 1201115 Sheet S.8 g- A� g NOTE: SHEET TO BE PRINTED IN COLOR o w cl, g$ a 47 C) U N N i � N R 4 O Q AS U O HIGHWAY 6 � a a z g s v d � a _ o d � o U } N m W Q N LL1 0 m 'ur,a m � � W9003 W9101 'N91C2 - O H z J _ W9004 3<_ �.. -. r .. _ ...... t m p v VJ W oUrn Q m � 'E' JOINT cfl V � Z W9002 W9001 W9104 —_ W9103 V —� W Q 1 V lap L 1 p 0o un 1 1 M' ^ o a Cn R/W — R/W -- W 06 LO W R/W R/W Tl1w R/W Q 1>- a z 'IlA 0 1W Cn ,, R FRONTAGE ROAD _ 19 LEGEND BON-AIRE MOBILE HOME LODGE INC ® SIDEWALK 9801 HIGHWAY 6 E 3 LANDING AREA t-. SNYDERRAMP so — — — — — — --- &ASSOCIATES — — — — — — — — --DETECTABLE — o o DOMES) _ 0 5 10 (TRUNCATEDWARNING Project No: 1201115 PROPOSED PAVEMENT IMPROVEMENTS Sheet S.9 SCALE (FEET) �E �€3 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb i 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* 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 z O Quadrant? Point Station Offset Elevation FT FT % Pi or Ne 3 % W9001 W9002 Landing/Turning Space 6 12.98 -0.04 0.3 0. to 2. W9001 41+97.15 5.00 682.29 W9002 W9003 Landing/Turning Space 6 10.00 0.15 1.5% 0.1% to 2.0% W9602 41+84.17 5.00 682.25 W9003 W9004 Landing/Turning Space 6 6.00 0.04 0.7% 0.1% to 2.0% W9003 41+84.17 -5.00 682.40 W9004 41+90.16 -5.00 682.44 W9101 42+45.54 -5.00 682.62 W9101 W9102 Landing/Turning Space 6 5.91 0.04 0.7% 0.1% to 2.0% W9102 42+51.45 -5.00 682.66 iv9102 W9103 Landing/Turning Space 6 10.00 -0.15 -1.S% 0.1% to 2.0% W9103 42+51.45 5.00 682.51 w9103 W9104 Landing/Turning Space 6 10.94 -0.08 -0.7% 0.1% to 2.0% W9104 42+40.51 5.00 682.43 VIVII 01'AIIJ V11A01 c6 :(1 Nv c- tint zzol m 0 � a � o ui m cn U N Q N Z o_ N m O N � � o N U O � m 3 a x z v m a d Q O o E m (� n O O ♦- N N Q W in N W O Q 'o H N (AC za z� 3< o - moa , W c U CP JN Q � (D U � Z Q W 2 Q N C> I O 00 o a LO W UJ M W � Y � Q � a Q Z W o Cn N SNYDER t OCIATES:120111510 S A? NOTE: SHEET TO BE PRINTED IN COLOR m o o vi ti HIGHWAY 6 N LL U N � N Z F O 4 � 8 U � a Q O Z TIFY O rL - a a` E Q O o U m U c6 V ON Q W N m W !Y Q N _._---- L H W1152 — o C Z(L J af SO m p a 0Lu c U rn O® W1151 W1153 W1134 'E' JOINT W1154 W1133 'E' JOINT R R/W /W W 1155 W1161 W1160 R/W - >r R/W Cn W 1126 W1159 W 1156 W 1131 W j W1132 �� f v W1127 W1158 W1157 \ Q f 1 � W1130 W1128 -----------------I U I t' (I 1 LO I p I O W1129 E I I A I co Cn E I 1 I I C I I �VVV/l O I I Cn 06 20 II I 21 w THE MANE GATE LLC I I w 2725 HEINZ RD #7 I I TRIPLE CROWN CONDOMINIUMS I I 2614 TRIPLE CROWN LN M Y W I a I a I Q o z O 01 '),Ili IVIA 01 Cn 0 I`i C ,l I"4 �. f .,.1 LEGEND o I SIDEWALK R O I s I a '.E � LANDING AREA I �Dg RAMP SNYDER I &ASSOCIATES e 0 S 10 0 0 0 0 0 0 DETECTABLE (TRUNCATED DOMES) G I PROPOSED PAVEMENT Project No: 1201115 -�--------- A SCALE(FEET) IMPROVEMENTS ----------------------- ----------- I I Sheet S.11 �3 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 3 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid ouantities. 113-10 04-18-17 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 z O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. 1 % W112S W1126 Landing/Turning Space 6 4.00 0.05 1.3% 0.1% to 2.0% W1125 52+31.13 5.00 683.30 W1126 W1127 Sidewalk Running Slope 6 7.03 0.31 4.4% 0.5% to 5.0% Yes W1126 52+27.05 5.00 683.35 W1126 W1131 Landing/Turning Space 6 9.74 0.11 1.1% 0.1% to 2.0% _ _W1127 52+26.52 12.01 683.66 W1127 W1128 Sidewalk Running Slope 6 1.46 0.07 4.8% 0.5% to 5.0% Yes W1128 �- 52+27.11 13.37 683.73 W3127 W1130 Sidewalk Cross Slope 6 7.90 0.09 1.1% 0.5% to 2.0% 52+19.09 15.56 683.89 W1128- _ W1129 Match Existing Cross Slope 6 7.57 0.16 2.1% Match Existing _W1129 W1130 }! 52+17.92 12.29 683.75 W1129 _ : W1130 Sidewalk Running Slope 6 3.45 -0.14 -4.1% 0.5% to 5.0% Yes W1131 52+16.97 5.00 683.46 W1130 W1131 Sidewalk Running Slope 6 7.34 -0.29 -4.0% 0.5% to 5.0% W1132 52+07.29 5.00 683.63 W1131 W1132 Landing/Turning Space 6 9.36 0.17 1.8% 0.1% to 2.0% Yes W1133 52+07.29 -5.00 683.73 W1131 - , W1134 Landing/Turning Space 6 10.00 0.10 1.0% 0.1% to 2.0% W1134 52+16.97 -5.00 683.56 W1132 W1133 Landing/Turning Space 6 10.00 0.10 1.0% 0.1% to 2.0% W1135_ 52+22.78 -5.00 683.47 W1133 _ W1134 Landing/Turning Space 6 10.00 -0.17 -1.7% 0.1% to 2.0% _ Yes _ ... W1150 52+81.76 -5.00 683.48 W3134 T_W1135 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1% to 2.0% W1151 52+88.88 -4.19 683.55 -_ _ W1152 53+00.43 -3.92 684.01_ W1153 52+98.62 3.79 683.92 W1150 _. W1151 Landing/Turning Space 6 4.74 0.07 1.5% 0.1% to 2.0% _ W1154 52+91.74 '_ 3.37 683.67_ W1151 W1152 Sidewalk Running Slope 6 9.93 0.46 4.6% 0.5% to 5.0% Yes i W1155 52+87.83 7.38 683.57 W1151 _. W1154 Landing/Turning Space 6 7.97 0.12 1.5% 0.1% to 2.0% W1156 52+87.10 9.86 683.70 W1151 W1160 Landing/Turning Space 6 10.00 -0.06 -0.6% 0.1% to 2.0% _ W1157 52+86.38 13.99 683.91 W1152 , W1153 Match Existing Cross Slope 6 7.91 -0.09 -1.1% Match Existing W1158 52+94.78 J 13.06 683.83 _ W1153 W1154 Sidewalk Running Slope 6 7.21 -0.25 -3.5% 0.5% to 5.0% _ W1159 52+84.99 1 10.38 683.71 W1154 _ W1155 Landing/Turning Space 6 7.25 -0.10 -1.4% 0.1% to 2.0% W1160 52+85.48 5.29 683.49 141155 W1156 Sidewalk Running Slope 4 2.84 0.13 4.6% 0.5% to 5.0% Yes W1161 52+81.49 1 5.00 683.41 141155 W1160 Landing/Turning Space 6 4.36 -0.08 -1.8% 0.1% to 2.0% Yes W1162 52+76.65 5.00 683.34_ W1156 W1157 Sidewalk Running Slope 4 4.41 0.21 4.8% 0.5% to 5.0% Yes _ 141157 W1158 Match Existing Cross Slope 4 3.89 _ _ -0.08 -2.1% Match Existing 141158 W1159 Sidewalk Running Slope 4 2.72 -0.12 -4.4% 0.5% to 5.0% Yes W1159 _ ' W1160 Sidewalk Running Slope 4 5.17 -0.22 -4.3% 0.5% to 5.0% Yes W1160 W1161 Landing/Turning Space 6 5.00 -6.08, -1.6% 0.1% to 2.0% Yes _W1161 W1162 Landing/Turning Space 6 4.84 -0.07 : - _1.4% 0.1% to 2.0% V,��3��lh �� of £e :1t Wv £_ Nfr izu 0 8 cn m 3 az y LL L U N N � o z U a o U O '- m � z gv a� Y _z 2 a d Q O o U i m V V) v y Q w uNi m w o: ¢ d O y Za�3< m o v n w 0, oUrn J N N LPL ffco V Q U3 W V 2 Q 1 cN V `I O 0o un to o Q ti i- Ca Ln w w � ~ Cf) W Q 0 a Z w v� 6 SNYDERI & ASSOCIATES Project No: 1201115 Sheet S.12 NOTE: SHEET TO BE PRINTED IN COLOR 'E' JOINT L.LV"IMV SIDEWALK LANDING AREA RAMP 0 0 0 0 0 o DETECTABLE WARNING 0 5 10 (TRUNCATED DOMES) FAIRMEADOWS BLVD PROPOSED PAVEMENT SCALE (FEET) IMPROVEMENTS SIDEWALK COMPLIANCE See S Sheets * Does 3 not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid auantities. 1 64 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 Ne % 1 W1302 W1303 Landing/Turning Space 6 4.00 -0.05 -1.2% 0.1% to 2.0% W1301 10+10.05 -113.47 696.25 W1302 W1307 Landing/Turning Space ! t t ar� JI J 5.00 0.08 1.6% 0.1% to 2.0% Yes W3302 10+12.07 -113.60 696.12 W1303 W1304 Landing/Turning Space n �� 5'' 3.66 -0.06 -1.6% 0.1% to 2.0% Yes W1303 10+11.80 -117.59 696.07 W1303 W1306 Landing/Turning Space t? 6 5.00 -0.08 -1.6% 0.1% to 2.0% Yes W1304 10+11.69 121.24 696.01 W1304 W1305 Match Existing Cross Slope 6 4.86 -0.06 -1.2% Match Existing W1305 10+16.52 -121.79 695.95W1305 W1306 Landing/Turning Space [[��[` !11 (r� i( W1306 W1307 Landing/Turning Space C.�+ •11 L Nfl tY. UG 4.04 0.05 1.2% 0.1% to 2.0% W1307 10+17.06 -113.90 696.04 W1308 10+19.35 -114.80 696.02 SNYDER & ASSOCIATES Project No: 1201115 Sheet S.13 NOTE: SHEET TO BE PRINTED IN COLOR 0_ FRONTAGE RD SIDEWALK COMPLIANCE See S Sheets * Does not include curb z3Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. 0 5 10 SCALE(FEET) LEGEND SIDEWALK LANDING AREA RAMP o a o 0 0 o DETECTABLE WARNING (TRUNCATED DOMES) PROPOSED PAVEMENT IMPROVEMENTS 113-10I e4-18-17 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 Ne . 1 % W1401 W1402 Sidewalk Running Slope 4 1.00 0.04 4.0% 0.5% to 5.0% W1401 24+42.54 5.00 681.24 W1401 W1411 Sidewalk Cross Slope 4 15.33 0.16 1.0% 0.5% to 2.0% W1402 24+42.54 6.00 681.28 W1402 W1403 Sidewalk Running Slope 4 8.13 0.26 3.2% 0.5% to 5.0% W1403 24+37.15 11.18 681.54 W1403 W1404 Sidewalk Running Slope 4 8.04 0.34 4.2% 0.5% to 5.0% Yes W1404 24+37.33 19.22 681.88 W1403 W1409 Sidewalk Cross Slope __- 4 5.00 0.05 1.0% 0.5% to 2.0% W1405 24+37.53 27.06 681.93 W1404 W1405 _ Sidewalk Running Slope 4 7.84 0.05 0.6% 0.5% to 5.0% W1406 24+32.11 27.12 681.98 W1404 W1408 Sidewalk Cross Slope 4 5.00 0.05 1.0% 0.5% to 2.0% W1407 24+32.02 23.25 681.96 W1405 W1406 Match Existing Cross Slope g pei�i�h _ _ 't 1 �t4- frft�i_t�r 4.82 0.05 1.0% Match ExistingW1408 24+31.93 19.25 681.93 W1406 W1407 Match Existing Cross Slope 4' 3.87 -0.02 -0.5% Match Existing W1409 24+31.93 11.00 681.59 W1407 W1408 Match Existing Cross Slope i,__� 4.00 -0.03 -0.8% Match Existing W1410 24+26.93 6.00 681.44 W1408 W1409 Sidewalk Running Slope _1u__ 4 8.25 -0.34 -4.1% 0.5% to 5.0% Yes W1411 24+26.93 5.00 681.40 W1'141� W1411 Sidewalk Running Slope Sidewalk Running Slope 1.00 0.5% to 5.0% 0.04 4.0% o m U N F- N_ Z O y � m O W O N U O � m > Q K O Z '6 N 5 O a d` E Q O o E i I- W U ,N Q LU n m w � ¢ d �a z� OQ- m p a Lu rn oU JN Q M cfl U Q •^' W V = a cN U `I00 O v 1 0 Q ~ 06 W L% W NN W M �e Q a Z W N Cn SNYDER & ASSOCIATES Project No: 1201115 Sheet S. 60 50 40 30 20 1 10 20 30 40 50 6 60 50 40 30 20 1 1 20 30 50 60m _ I, I ! di LL L cn ap + K Rco gp O iF 3m O N fp p t00 t0 f0 N N N _ t0'�T O N o / / W 0ui ao a a E Wr 692 a W / a �2� a oa— i J V N � 698 cfl U __ �. 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A I I A.Arl - - —690 . . ........ '16+80.00 SNYDER &ASSOCIATES 686 15+60.00- Project No: 1201115 6 0 50 0 2p 1 . . 0 . . 1 ... ......... . 0 1 1 Sheet W.3 68f 0 20 30 40 50 60683 60 $0 3 2p 4p 50 60 50 40 10 1) 10 20 30 40 50 6 60 50 40 30 20 10 1) 10 20 1 30 40 50 60 t -1--- T Tl cn cn< T 0 E 0 10 RQF 696 0 0i a Lu N 2 '6 c-i RM z ain zi � 00 9 0: co n Rln� M8 R. I Rq-, Rcj� aCP 14 ID 8 ps JV1 ooe Rw 690 Ro( RAE, RHIR cn R a RRR --Mfl LU 'I 8+f 0.0 RRR 684 -RAR ts+L IU.0 --6B4-- Lo —1 C) 00 cn cn z cn RQ CD 0 06 jM ri 69� 694 Lo 3. 4; cn 0 Lu -69A — — ----- o cli c� 69', 69� Rcil!9 III cn t �69 688 4v C RAE q RAR - ---------- S N Y D E R . .... ..... 17+60.00 . . ... .... &ASSOCIATES -686 . .. .. . -68� '18+40.01L 1 684 Project No: 1201115 60 5 1 0 , 20 30 40 50 6068� 40 20 10 4 0 6 0684 RR 6 i 20 Sheet WA 50 40 300 10 1) 10 1 20 3.0 40 50 60 60 50 40 3 20 10 10 20 30 50 60 -6& cn Z%2 A o U) v I *A:U.ul) 682 E 68 U., m Rq2 RAF; smi RRR CV C4 Rq( 2r _q RM 684 CD .0 RRR RR,2 682 CO RRF1 I 19+60.00 sR 2 sm 688 ccoo 04 686 —1 C) 00 cn z cn agn 6R4 oB.qf 0 '0+ 0+4 0.01) CO U ca 694. 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Q � 684 c� U - 84 Q - - � N Q rui mvi rug W m p 67 , N \ "$ \ m to 0 "-. 676 1 00 Cn \ �=7+20.01 . Z W O 0 Q ti F_ CO U i W U) i M 0 W .684 684 680 m r0��SM m u c Og mm m'4 fj Eli t \ to Ln Ca \ __3_ __— Mo \ `� — — 678 \ 26+80 00 S N Y D E R ---� �� 28+00.00 ssociaT i I Project No: 1201115 r Sheet W.8 F IIIa , ■AI■MM ..■Mi°i�1■■. . , . . , mills ■■■■■■■■■■■■■■■■■■■E NONE ■■■■■■ .: ,■■■■■■■ �■■■■■■■■■■■■■■■■ .: �■ 11111- N■■M■M■M■N■N■M■M■M■N■N■■MMN■NMMN■NNMMMNM■■MNSEEN N■NAI■■■■■■NN ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.:.MAIM■ -MAIN■■ N ■■■■.. MAIM■■MAIM■M■MM■■AIM■MAIM■N■■■AI■M■nM■N�� M�MW■M --MEN - NMN■NM■M■M■M■■■■M■M■MM■■AIM■■■■ .: , ■NAIN MEMO ■AI■M■M■li .:. ■■■■■M■M■M■MAIM■■■M■■■■MAIN■MAIMAIMAIM■■ NAI ■■N■M■N■■■N■■ MEN ■AI NN■NM■MM■■M■MMM■■MM■MM■■■NN■NNl!MMM■ ■NAI MM/:IMM■■MMM■NM■NN.: N■■■■AI MMM■M■■■MM■■MM■M■MM■AIM■MNM■NN■NN■AIM® ■ M■M■NNN■ME00 0 MMMMMMMEEMMMMMM 0 MONEMME m M-lomm ■■■■■■■■■■■■■AIM■■MN■N■N■NMM■MNMMM■■MM■M■N■ M■M■M i■NM ■ ENE MMM■N■M■MM■■NM■M■MM■MNMEN M ..10 N■■■MMMM■M■M■■m■■■■■■■■■■!�: - ONE ■■M■■M■M■M■■N =.= NM■M■■NM MM M■MM■NM■M■■■■■■■■■■■■■MAIM ■ MOMMMM■M■■M■MEEM ■■N■MNMM �NNM■M■MM■■MM■MMEM■M■MM■M■M■ MNzfl ENE NMM■MMMMMM■MNMMMMMMMM■■NMNNM■M■N■■M■M■■M■MMM■M■m■■Nim ■ '= .:.■■MM■NNOM■■■M■M■M■M■M■MM■ .:. NM .:.■ .:. No ■MNM ■�M��: No ■■AID■MN M■NM ■■ ENE No .. _!�N■■N■��■AI .: .: .: ■■MM■■■MNMEMMEMMM M MNM■AIAIM■N■■NMMAI '� iN-'��,�; ■ AIM • own �AI�NNM : molmmum. 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' MEMO M■■�■ M■ .. ■ M■M■MM■M■ M■ I/:1 ■ M . M■■M■ ��1■NM■■■N■■ , , n ■ ■MAIM■ N■ MAIN �� ■SNYDER NONE mom M■ .. ■Nl:-!■ ON ■ AIMN �� , ., , . . M■MM■MNM■NAIN■MEN MN■■AIN■AINMnMMAIM■N■■NN■■N NNN``1 MAIN . 40 30 ZO 10 1) 0 10 40 50 60 60 50 20 1 0 10 20 30 1 40 50 60 11 1 Ttt-- PO 682 a 0 N - Vl a4+40.00 F 676 + 2 RR I F;A� E u? 680 < W o uj m 0 o; 67R A74 ui 680 32+80.00 -M to Ln co o E Lu —J JIM_ 67 R uA 678 34+00.00 67f 676 co CJ11 I f;Fw 6FI4 = to m 6812 LU 8-- 0 o -i sad F;Rn �680 1d % d� C'44 67,R LO 0—Lzf 00 Cn \J 33+ 0.01) Cn z 670 676 cp 0 < LO Cn Cn -+rRl U) 16R4, 0 LLJ 684 1 :2 mN R8 -.A co 682 < w fill R I-q Cn 2. i .8 S RR� — — -------- 6C:1 678 67h - --- -- - r T'! 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ME ME■■■■■■■■■■OBI■■■■■■■■ MEN i■■■■■■■■■■■■■■■■■MEN ■ ■■■■■■■■N■■■■■■■ ■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M■■■■M■■■M■■■■■■■■■■ ■■�■■■ ■E■E■EME■E■EM■■■■■■■■■■■■■■��■■■■■■■■■■■■�■■■■■■MEN MEN ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■E■■E■ '= .:.E■■■■■■■■ E■EEM■■■■E■E■EO .: ■■■ .:.■■�■��■■�■■■■■■■�■■■■�■■■ .: !! ■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■ OMEN ■■■■■■■■■■■■■■■■■■■■■■■; l: �■■■■■■M■■■m__m NO■E■■E■■ ■ .:. ■■ .: ,■■■E■■■ ■O l ■E■O■ONEN .: , ■■■■■■■■■M am—N_ ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■ • E■■■■■■■■■■ �MKi■■■■� M■■■ .: ■■!�:' ■■■EME■■N■■.� NOON , , �■■■■1.1%; ■■■■■■■■�■■!S ■■■■■■��ii�iiiE■■■■■EN ■ ■OEN■■■■■■■■■■■■■■■■■■■■■■ ■■■■E■E■O■E■■■O■■E■■■■E■E■ONEN NONE■■EM■■■■■■■M■■■■■■■■■■ ■■■■■�■�■■■■■■■■■■■■■■■�■■■■■■ ■E �! - .:.■■■■E■■E■E■O■■■E■■■■■E■■■ .: .:.■■N■EO■EO■■■■■■■■■■■■■■■■ .: N■■■■E■■■E■O■■E■O■■O ■■■■■ mom ■E■E■O■■■OE■E■E■■■■O■■E■■■■■.. MM■ ■■■E■ ■■ I■■O■■E■■■ .:.MENNENEMENEM Mw- .: , .: ,■■E■O■ME■■■ - $ :: m ■E■E■■■ONMOO■■■OWN■�■■ ■■ E■E■E■■■ 1�■■� _ !■■O■�■■■■■ :. . .: ■■■■■■■■M .�0■■■■MM■■■ �► .: ■E .: M■■OO■■■MOUam ■■■ MEN ■■■EN■■ NEED■■ENE■�iii N■■N■N■■■ ■ENE■■EEO■■E■E■ IMMEMENIM m■■�NNME■EME�� 0■■ NEI':■ ■ENNE■■ MMEM■■EM■■ No .. .. ■■■N■■O■■ENON■N■ENE■NNN■■ENEE■■■E■NON■■■■■■■E■■E■■EM■■■ENN ■■■E■■■EN■ENE■■■GENE■■■■N■N■ONN mom ■N■■E■■■■E■■■O■■E■E■E■■■ ' N■N■NNE■■■E■E NNNN■E■ENON OE ■■N ■■ON■immm■■■■■■■■■■■■■■■■■■N .:.■■N■■N■■EMOM ■■■■■ONE■■N ::E .:■ Nit■■■■EME■■O■■ENN■.: ■■NNE■■ENE■E■NENNN■N■■■ ■ ■■ ■■N■■N■■■E■■E■E■■■■■ENE■ ■ • .:.ONO■■■EN■■ONEE■ : ■E■■ .: , i�it .: , ■■■O�N■ON Rol- � No riMMEMMEMM INN L OON■■■■■ ►N� �O■■ �i■NON■■ONN■■■■NNNN NN NON■� i■■■N . 60 50 40 30 20 10 10 2 30 40 50 60 60 50 0 30 20 10 0 10 20 30 50 H N 1 R di y N LL � i L UD N O Of N m O W m � o �' u 4 1. AR� Aar 10+60.01) o ao \ ils L ---+.Rn RRQ m U Q ego w vNi m M w �¢v \ �p O m ol w ZQ J K ' mpa • 10 w m � v N 684 Q i 82 F' �o A p$ to U 682 6R0 — -- 1. % 40+A.0.06 680 Q mg .g � m _ � W +67F, .67R1 = Q CV V `o O 682 00 cn Cl Z cn 682 sari° 680 /—� O O Q 0.1 _ U od 78 Lo (A — cn - — I - U) LLJ 684 Q Q Z .;i A l o U 1cn t 682 I! mLo mui m co ,. m 680 38+00.00 -- - - &ASSOCIATES 678 Project No: 1201115 60 1 1 ---:- -�..- --�---- - — 1 I i � 20 40 Sheet W.12 I" 60 50 410 30 0 10 Q 10 20 310 410 50 60 60 50 40 310 20 10 0 10 210 30 40 0 60 m Cn . . . .. . . ........... myy 14 C541 O > I ARA I 1 686 0 E 5686 —f;R,4; RRO RFW '61m < LU .0q co + o, 1% A R 9 682 cov 15i m 0 C> 5 rn 9 RR ARr A JK+Uu.uU 124 0.0&_ co U r37 Cn 686 68 A a4 Colo 10 Cm N AM AR� 682 00 Cn W z Cn 1 [3+60.01 __680 CD 0 q 1,-- p ,14 (D u r,R 1 +60.01) Am .67A 678 L0 uJ U) C/) C/) 0 Lu CL J z I RRA I < 120 i 1 1 16 Cn 04 • 682 --682-- SNYDER . . ... ........ &ASSOCIATES90 680 41+ :�0-0 n _680 13 n1 n 6Rh Project No: 1201115 0 50 2,.0 30 40 50 1 60671 1 50 40 3O 20 60678 1 20 1-1 10 8 m 67 60 1 L 0 1 2p 1 30 4� 50 Sheet W.13 IL III To 0 30 Al MAIN I ■�� M0 E MMOEOEN MN Oo ■ M MEMMEM E m =--sMMo ENMEEM nIuIMEMEMEMEMMENEMME0 0 MOMMMEMEME0lME0OMEMEMONo MM EMMMEMMMEMMM MME MM NMoM EMNMEEM MMNM OMN MMEMOMEMEMEN MEMEMENonI M0 M ME No■MEMEMEMEM ME EN MMEMME ME No 0 ME OMEN 0 MEME■ ON MMI ME ME No OMEN MOMMEMOMMOMMEMOMMIME - M. 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Nam■■MEMOMEN ■NM■■■■■M E0M mom ■ ■ENME■OMME MMMMMMMMM■MM■M -684 N■■ ■MOM NM ■M • : ®I�i M MEE EMEMEME■ M-M■ EMM - O� MM l: MNIME■MEMO. .. r -_ • : r _ 60 50 40 30 20 10 1) 10 20 30 40 50 60 --t-T I L -TT i 2 0 E t: U < Nay U-i moa Urn O co V Cn LU - - -- -------- C*4 Ln C> 00 Cn Cn z Cn 0 ocx LO w Cn U) CV) 0 U.J (.5 VA ini i i iq Cn RAF 1 sAR RAF; Wrl -2-Anir 77fl) C, SNYDER 2; V E &ASSOCIATS Project No: 12011,5115 1684— 682 60 1 50 20 10 1� 20 40 6 .. . .......... i . Sheet w .17 Prepared by: Joe Welter, Public Works, 410 East Washington Street, Iowa City, Iowa 52240 319-356-5144 Resolution No 22-150 Resolution authorizing the Mayor to execute and City Clerk to attest Addendum to Iowa Department of Transportation Agreement #21-TAP- 158 for the Highway 6 Trail — Fairmeadows Boulevard to Heinz Road Project. Whereas, the City of Iowa City entered into a TAP Funding Agreement with the DOT on February 16, 2021 to construct the Highway 6 Trail — Fairmeadows Boulevard to Heinz Road Project ("Project"); and Whereas, the DOT desires to amend this agreement with an addendum; and Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The Mayor is authorized to execute and the City Clerk to attest the attached Addendum to Iowa Department of Transportation Agreement 21-TAP-158. Passed and approved this 6th day of June , 2022 L Ma or Approved bWey's Attest: City Clerk City Attorffice (Sue Dulek — 06/02/2022) It was moved by Bergus and seconded by Taylor the Resolution be adopted, and upon roll call there were Ayes: Nays: Absent: X Alter X Bergus X Harmsen X Taylor X Teague Thomas -� ` C Weiner _4 w Prepared by: Joe Welter, Engineering Division, 410 East Washington Street, Iowa City, Iowa 52240, (319)356-5144 Resolution No. 22-152 Resolution setting a public hearing on June 21, 2022 on project manual and estimate of cost for the construction of the Highway 6 Trail (from Fairmeadows Boulevard to Heinz Road) 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 Hwy 6 Trail - Fairmeadows to Heinz Account #R4376. 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 21st day of June, 2022, at 6:00 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 6th day of June 12022 M Attest: Y )AL V City Clerk Approved by City Attorne s Office (Sara Greenwood Hektoen - 06/02/2022) It was moved by Bergus and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Alter x Bergus x Harmsen x Taylor x Teague x Thomas x Weiner >-l\i -A �o 7 J'ck-'\N CFC�� r `M-eacctn7s 146 v►7 kQV d CITY CLERK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA 522401825 State of Wisconsin County of Brown, ss.: This is not an invoice # of Affidavits: 1 AFFIDAVIT OF PUBLICATION 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 that an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in the Iowa City Press Citizen on the issues dated: Ad No. Start Date: Editions Dated: Cost: 0005292568 6113/22 06/13/2022 $36.81 Copy of Advertisement Exhibit "A" m2zm� L4�A"'�go Subscribed and sworn to before me by said a ant this 13 day of June 2022 Notary Public Commission expires KATHLEEN ALLEN Notary Public State of Wisconsin 11y• p�a-�6a 1 0 i Prepared by: Joe Welter, Engineering Division, 410 East Washington Street, Iowa City, Iowa 52240, (319)356-5144 Resolution No. 22-160 Resolution approving plans, specifications, and estimate of cost for the construction of the Highway 6 Trail (from Fairmeadows Boulevard to Heinz Road) 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 plans, specifications, and estimate of cost for the above - named project was published as required by law, and the hearing thereon held; and Whereas, this project will be bid by the Iowa Department of Transportation (DOT); and Whereas, bids will be accepted on July 19, 2022 at 10:00 a.m. by the DOT, Office of Contracts in Ames, Iowa; 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 Hwy 6 Trail - Fairmeadows to Heinz Account #R4376. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The plans, specifications, 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 form and amount prescribed in the bidding proposal. 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. Bids for the above -named project are to be received by the DOT, Office of Contracts, 800 Lincoln Way, Ames, Iowa, before 10:00 a.m. on the 19th day of July, 2022. Thereafter, the bids will be opened and announced by the DOT, 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 6:00 p.m. on the 2"d day of August, 2022, or at a special meeting called for that purpose. Resolution No. 22-160 Page 2 Passed and approved this 91 Gt day of 111UP 2022 May Attest: 4Cityyerk Approved by / G City Attorney' Office (Sara Greenwood Hektoen - 06/15/2022) It was moved by Alter and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Alter x Bergus x Harmsen x Taylor x Teague x Thomas x Weiner Prepared by: Joe Welter, Engineering Division, 410 East Washington Street, Iowa City, Iowa 52240 (319)356-5144 Resolution No. 22-189 Resolution awarding contract and authorizing the City Engineer to sign a contract for construction of the Highway 6 Trail (from Fairmeadows Boulevard to Heinz Road) Project. Whereas, Metro Pavers, Inc. of Iowa City, Iowa has submitted the lowest responsible bid of 735,004.78 for construction of the above -named project; and Whereas, funds for this project are available in the Hwy 6 Trail — Fairmeadows to Heinz Account #R4376; 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: 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 bond and insurance certificates. 2. The City Engineer is hereby authorized to sign the contract for construction of the above - named project and the Contractor's Bond, subject to the condition that awardee secure adequate bond and insurance certificates. Passed and approved this 2nd day of August 12022 MaY25) Approved by n _ / Attest: ri I_k79LL City Jerk City Attor y's Office (Sara Greenwood Hektoen — 07/27/2022) It was moved by Weiner and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Alter X Bergus X Harmsen X Taylor X Teague X Thomas X Weiner September 2018 ADDENDUM TO IOWA DEPARTMENT OF TRANSPORTATION AGREEMENT 21-TAP-158 FOR A FEDERAL -AID PROGRAM PROJ - I'll ( i is Subrecipient: City of Iowa City Subrecipient DUNS Number: 17 2621W Project Number(s): TAP-U-3715(670)-81-52 Iowa DOT Addendum Number: 21-TAP-158-A This is an addendum to the agreement between City of Iowa City (hereinafter referred to as the Subrecipient) and the Iowa Department of Transportation, the federal pass -through entity (hereinafter referred to as the Department). Iowa Code Sections 306A.7 and 307.44, provide for the Subrecipient a'nd the Department to enter into agreements with each other for the purpose of financing transportation improvement projects in Iowa with federal funds. Whereas the Subrecipient and the Department previously entered into Agreement No. 21-TAP- 158 for the above referenced project. Subsequent to the execution of Agreement No. 21-TAP-158 it was determined that the program funds to be obligated for the above referenced project has changed. Previously executed Agreement 21-TAP-158 shall remain in effect except as amended herein. Now, therefore, it is agreed as follows: 1. The Recipient will not receive federal funding through the Iowa's Transportation Alternatives Program (Iowa's TAP), as described in Section 1103 and 1122 of the Moving Ahead for Progress in the 21St Century (MAP-21), Public Law 112-141, which are hereinafter referred to TAP funds. 2. The Recipient will not receive federal funding through the Iowa's Transportation Alternatives Program (Iowa's TAP), which is funded by the Transportation Alternatives Set - aside of the Surface Transportation Block Grant Program (TA Set -aside), as codified in Section 133(h) of Title 23, United States Code (U.S.C.), which are hereinafter referred to as TA Set -aside funds. 3. The Recipient will not receive federal funding through the Surface Transportation Block Grant Program (STBG), as codified in Section 133 of Title 23, United States Code (U.S.C.), which are hereinafter referred to as STBG funds. 4. Paragraph 4 of Agreement 21-TAP-158 is stricken and replaced with the following: '" ' September 2018 The Subrecipient shall receive reimbursement for costs of authorized and; approved eligible project activities under the Iowa's TAP program from STBG funds. The port'io f of`the project costs reimbursed with STBG funds shall be limited to a maximum of either 80 percent of 'eligible costs (other than those reimbursed with other&ed&blIfand1cYf th'6 amount listed ($438,000) in the Metropolitan Planning Organization of Johnson;--Gounty current Transportation Improvement Program (TIP) and approveds m'thei"Trent Statewide Transportation Improvement Program (STIP), whichever is less. Eligible project activities will be as described in Section 133(h) of Title 23, United States Code (U.S.C.), and determined by the Department to be eligible. 5. This addendum is not assignable without the prior written consent of the Department. 6. If any part of this addendum is found to be void and unenforceable, the remaining provisions of this addendum shall remain in effect. 7. It is the intent of both parties that no third -party beneficiaries be created by this addendum. 8. This addendum shall be executed and delivered in two or more copies, each of which so executed and delivered shall be deemed to be an original and shall constitute but one and the same addendum. 9. This addendum, as well as the unaffected provisions of previously executed Agreement No. 217TAP-158 referenced herein, constitute the entire agreement between the Department and the Subrecipient concerning this project. Representations made before the signing of this addendum are not binding, and neither party has relied upon conflicting representations in entering into this addendum. Any change or alteration to the terms of this addendum shall be made in the form of a subsequent addendum. The addendum shall become effective only upon written approval of the Department and the Subrecipient. September 2018 IN WITNESS WHEREOF, each of the parties hereto has executed Addendum No. 21-TAP-158-A as of the date shown opposite its signature below. SUBRECIPIENT: City of Iowa City IKBy: (- Date Junu 5 2022 Title: Mayor CERTIFICATION: I, ��tiE ! I i iJ► �t,t� e'_.� 1� i I'� C�} , certify that I am the Clerk of the city, and that (damn �-t ncq rrMj _ Utc c�-c t,� �- , who signed said Agreement for and on behalf: of (Name t; 1AdVu Signer- .Fjv vj the city was duly authorized to execute the same by virtue of a formal resolution duly passed and adopted by the city, on the (Irl_`day of Signed;-- City Clerk of Iowa City, Iowa. - IOWA DEPARTMENT OF TRANSPORTATION Transportation Development Division 800 Lincoln Way, Ames, Iowa 50010 Tel. 515-239-1664 By: Date _ 17 CAIfMarkley Director Systems Planning Bureau September 2018 ADDENDUM TO IOWA DEPARTMENT OF TRANSPORTATION AGREEMENT 21-TAP-158 FOR A FEDERAL -AID PROGRAM PROJECT Subrecipient: City of Iowa City Subrecipient DUNS Number: 782621940 Project Number(s): TAP-U-3715(670)-81-52 Iowa DOT Addendum Number: 21-TAP-158-A This is an addendum to the agreement between City of Iowa City (hereinafter referred to as the Subrecipient) and the Iowa Department of Transportation, the federal pass -through entity (hereinafter referred to as the Department). Iowa Code Sections 306A.7 and 307.44, provide for the Subrecipient and the Department to enter into agreements with each other for the purpose of financing transportation improvement projects in Iowa with federal funds. Whereas the Subrecipient and the Department previously entered into Agreement No. 21-TAP- 158 for the above referenced project. Subsequent to the execution of Agreement No. 21-TAP-158 it was determined that the program funds to be obligated for the above referenced project has changed. Previously executed Agreement 21-TAP-158 shall remain in effect except as amended herein. Now, therefore, it is agreed as follows: The Recipient will not receive federal funding through the Iowa's Transportation Alternatives Program (Iowa's TAP), as described in Section 1103 and 1122 of the Moving Ahead for Progress in the 215T Century (MAP-21), Public Law 112-141, which are hereinafter referred to TAP funds. 2. The Recipient will not receive federal funding through the Iowa's Transportation Alternatives Program (Iowa's TAP), which is funded by the Transportation Alternatives Set - aside of the Surface Transportation Block Grant Program (TA Set -aside), as codified in Section 133(h) of Title 23, United States Code (U.S.C.), which are hereinafter referred to as TA Set -aside funds. 3. The Recipient will not receive federal funding through the Surface Transpfftatiorl $lock Grant Program (STBG), as codified in Section 133 of Title 23, United States -fickle (`tf.S.C.), which are hereinafter referred to as STBG funds. 7' 4. Paragraph 4 of Agreement 21-TAP-158 is stricken and replaced with the following_:. September 2018 The Subrecipient shall receive reimbursement for costs of authorized and approved eligible project activities under the Iowa's TAP program from STBG funds. The portion of the project costs reimbursed with STBG funds shall be limited to a maximum of either 80 percent of eligible costs (other than those reimbursed with other federal funds) or the amount listed ($438,000) in the Metropolitan Planning Organization of Johnson County current Transportation Improvement Program (TIP) and approved in the current Statewide Transportation Improvement Program (STIP), whichever is less. Eligible project activities will be as described in Section 133(h) of Title 23, United States Code (U.S.C.), and determined by the Department to be eligible. S. This addendum is not assignable without the prior written consent of the Department 6. If any part of this addendum is found to be void and unenforceable, the remaining provisions of this addendum shall remain in effect. 7. It is the intent of both parties that no third -party beneficiaries be created by this addendum. 8. This addendum shall be executed and delivered in two or more copies, each of which so executed and delivered shall be deemed to be an original and shall constitute but one and the same addendum. This addendum, as well as the unaffected provisions of previously executed Agreement No. 21-TAP-158 referenced herein, constitute the entire agreement between the Department and the Subrecipient concerning this project. Representations made before the signing of this addendum are not binding, and neither party has relied upon conflicting I in entering into this addendum. Any change or alteration to the terms of this addendum shall be made in the form of a subsequent addendum. The addendum shall become effective only upon written approval of the Department and the Subrecipient. c C-5 r-r i _ C7"1 September 2018 IN WITNESS WHEREOF, each of the parties hereto has executed Addendum No. 21-TAP-158-A as of the date shown opposite its signature below. SUBRECIPIENT: City of Iowa City By; �� Date June 6 2022 Ttle: IVayor CERTIFICATION: � I, F'\E` ! 1 i 1-11 r i,U �+ /1L certify that I am the Clerk of the city, and that (rinrnr• 0 Pty C * f LA-C e- � �l t. , who sad ,;gr?errent for and on behalf of (Norse ci M"w1$6rvrAme1 the city was duly authorized to execute the same by virtue of a formal resolution duly passed aid adopted 3y the city, or the day of �TLrIt° h IOWA DEPARTMENT OF TRANSPORTATION Transportation Development Division 800 Lincoln Way, Ames, Iowa 50010 Tel. 515-239-1664 By: . C tJ arXIes/ Director Systems Planning Bureau r-..A �a CD _ 17 Date �a C) —' --» C r —0 tT ENGINEER'S REPORT 1 "� �tyylpt#�t CITY OF IOWA CITY 410 East Washington Stroot Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009M www.icgov.org February 11, 2025 City Clerk Iowa City, Iowa Re: Highway 6 Trail from Fairmeadows to Heinz Road Project [TAP-U-3715(670)--81-52] Dear City Clerk: I hereby certify that the construction of the Highway 6 Trail from Fairmeadows to Heinz Road Project [TAP-U-3715(670)--81-52] has been completed by Metro Pavers, Inc. of Iowa City, Iowa in substantial accordance with the plans and specifications prepared by Snyder and Associates, Inc. The project was bid as a unit price contract and the final contract price is $800,109.17. There were three (3) change orders on this project, as described below: Change Order Description Amount 1. Culvert and Storm Sewer Improvements on Lakeside Drive $65, 824.85 2. City of Iowa City Storm Sewer Castings and Cold Weather Protection for Pavement $1,050.86 3. Final Quantities, Mowing, and Liquidated Damages $1,771.08 TOTAL $65,104.63 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer Prepared by: Joe Welter, Engineering Division, Public Works, 410 East Washington Street, Iowa City, Iowa 52240 (319) 356-5144 Resolution No. 25-43 Resolution accepting the work for the Highway 6 Trail from Fairmeadows to Heinz Road Project [TAP-U-3715(670)--81-52] Whereas, the Engineering Division has recommended that the work for construction of the Highway 6 Trail from Fairmeadows to Heinz Road Project, as included in a contract between the City of Iowa City and Metro Pavers, Inc. of Iowa City, Iowa, dated August 15, 2022, be accepted; and Whereas, the Engineer's Report has been filed in the City Clerk's office; and Whereas, funds for this project are available in the Hwy 6 Trail — Fairmeadows to Heinz account # R4376; and Whereas, the final contract price is $800,109.17. 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 February , 20 25 or Attest: 1 L:P6,LL2=�� City dlerk It was moved by salih and seconded by adopted, and upon roll call there were: Approved by /,0; - . - City Attorne s Ice (Liz Craig — 02/12/2025) Moe the Resolution be Ayes: Nays: Absent: x Alter x Bergus Vacant x Harmsen x Moe x Salih x Teague