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BENTON STREET REHABILITATION PROJECT 2021
BENTON STREET REHABILITATION PROJECT 2021 2021-Nov-30 Plans 2021-Nov-30 Res No. 21-290: Setting public hearing 2021-Dec-06 Notice of public hearing 2021-Dec-14 Res No. 21-311: Approving project manual and estimate of cost. 2021-Dec-21 Notice to bidders 2022-Feb-01 Res No. 22-21: Rejecting all bids received January 19, 2022 2022-Apr-05 Plans 2022-Apr-05 Engineers Estimate 2022-Apr-05 Res No. 22-88: Setting Public Hearing 2022-Apr-19 Res No. 22-102: Approving Project Manual and Estimate of Cost 2022-July-12 Res No. 22-173: Awarding Contract 2025-May-28 Engineer's report 2025-Jun-03 Res No. 25-135: Accepting work ENGINEER'S ESTIMATE November 30, 2021 City Clerk City of Iowa City, Iowa Re: Benton Street Rehabilitation Project Dear City Clerk: The estimated cost of construction for this project is $3,200,000. Sincerely, L� 2 Jason Reic art PE Senior Civil Engineer I r 1 'w%AI6 CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org 4� .b"'` ry Q 3 0 U. O A VICINITY MAP IOWA CITY, IOWA D Soo 1000 2000 u, GRAPHIC SCALE down= ONE CALL, 1-800-292-8989 www.lowoonecall.com nbdm IOWA DEPARTMENT OF TRANSPORTATION PROJECT NUMBER PLANNING, PROGRAMMING AND MODAL DIVISION STP-U-3715(669)--70-52 URBAN ROAD SYSTEM ROW PROJECT NUMBER NA PROJECT IDENTIFICATION NUT BENTON STREET NA FROM MORMON TREK BOULEVARD EAST TO GREENWOOD DRIVE IOWA CITY, IOWA STP-U-3715(669)--70-52 PCC PAVEMENT WITH HMA RESURFACING IOWA STATE MAP Refer to the Proposal Form for list of applicable specifications. For list of Standard Road Plans refer to C sheets. Refer to sheet A.02 for list of utility contacts. STORM WATER PERMIT This project is covered by the Iowa Department of Natural Resources NPDES General Permit No. 2. The contractor shall carry out the terms and conditions of General Permit No. 2 and the storm water pollution prevention plan which is a part of these contract documents. Refer to Section 2602 of the Standard Specifications for additional information. mm IOWA CITY A UNESCO CITY OF LITERATURE 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 YHE TATE OF IOWA. uO Q�pF E55 ipN,( P ey nc e.re 10118/21 ALEX M ALEX M POTT PE N0. 23759 POTTER MY LICENSE RENEWAL DATE IS DECEMBER 31, 2021 23759 � 4 PAGES OR SHEETS COVERED BY THIS SEAL: /LtYA MwM.01 MWM.06, U.01 - U .03, MSA.01 = 149 INDEX OF SHEETS = 1as-3 10-18 os c-,� No. Description A.01 TITLE SHEET A.02 GENERAL LEGEND - A.03 -A.O4 OVERALL PROJECT LAYOUT - B.01 - 8.03 TYPICAL SECTIONS AND DETAILS C.01 - CA9 QUANTITIES AND REFERENCE NOTES D.01 - D.14 BENTON STREET PLANS E.01 - E.08 SIDE ROAD PLAN AND PROFILE G,01 -G.04 REFERENCE TIES AND BENCHMARKS H.01 - H.03 BENTON STREET RIGHT OF WAY J.Ot -J.10 TRAFFIC CONTROL PLAN L0, -L.20 INTERSECTION DETAILS M.01 - M.06 STORM SEWER PLAN AND PROFILES MSA.01 SANITARY SEWER PLAN AND PROFILES MWM.01 - MWM,06 BENTON STREET WATER MAIN N.01 - N.20 STRIPING, SIGNING, AND SIGNAL PLANS RC.01 SEDIMENT CONTROL SWPPP 5.01 -5.26 ACCESSIBLE RAMP DETAILS U.01 - U.03 DETAIL SHEETS V.01 COMBINED RETAINING WALL - SIDEWALK PLAN AND PROFILE MILEAGE SUMMARY 105.1 09.27.94 DIV. LOCATION LIN. FT. MILES 1 BENTON STREET - STA 502-02.20 TO STA 563+30t 6,127.8 1.16 TOTAL 6,127.8 1.16 CITY OF IOWA CITY, IOWA ACCEPTED FOR LETTING (:-�;z/ /a 2 ENGINEER DATE I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. QQOFESSi0 �-17 2"�O fic BRYAN R n " -10/18/21 BRYAN R. BENJAMIN, PE NO. 22627 BENJAMIN MY LICENSE RENEWAL DATE IS DECEMBER 31, 2022 22627 4 C PAGES OR SHEETS COVERED BY THIS SEAL IONA ALL PAGES (EXCEPT MWM 01 - MWM 06. U.01 - U .031 (EXCEPT ALL N SHEETS) _ (Except MSA.01) .Gil- -- A, IOWA CITY, IOWA ..�,s'o.�s TMS TMS 1' 10 1740 Limn Lane. Sane 10o seer vo 191037 9ef BENTON STREET REHABILITATION CH-ED nY 11;.D-..o OCTOB 13 2021 building Strong No1H Obe 261- 2317 MORMON TREK TO GREENWOOD DR TITLE SHEET CITY OF IOWA CITY 1 BRB FIELDBOOK MCC L U RE'" STP-U-3715(669)--70-52 A-O ENGINEERING C�. iA P'1..191037-0D0\06-Drawings\06 - Plans' 01 dw9 10/14,2021 6 08 PM EXISTING 9"Ss SS 6-FM ST ST w UE OHE 7 FO TV c --___--949--_---_ 950------- x z 0 0 ❑ ❑ AG PROPOSED SS wTM ST w LIE 011E T TV a 949 950 — ROW — 0 0 0 0 0 x x 0 0 ❑ ❑ a - UTILITY QUALITY SERVICE LEVELS: UTILITY QUALITY LEVELS ARE BASED ON THE CIIASCE 38-02 STANDARD SANITARY SEWER MAIN SANITARY SEWER SERVICE SANITARY SEWER FORCE MAIN STORM SEWER MAIN OR CULVERT SECONDARY STORM SEWER MAIN SECONDARY STORM SEWER SERVICE SUBDRAINMILE WATER MAIN WATER SERVICE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER OPTIC UNDERGROUND CABLE TV GAS MAIN OR SERVICE CONTOUR LINES INTERMEDIATE CONTOUR LINES INDEX PROPERTY LINE 1 LOT LINE RIGHT OF WAY LINE SECTION LINE EASEMENT GUARD RAIL FIELD FENCE CHAIN LINK FENCE WOODEN FENCE ROAD CENTERLINE GRADING LIMITS CONSTRUCTION LIMITS AG LINE WATERWAY FLOWLINE TOP OF SLOPE BOTTOM OF SLOPE SILT FENCE UTILITY QUALITY LEVEL A: PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES. UTILITY QUALITY LEVEL B: INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. UTILITY QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. EXAMPLES 8"SS(A) SANITARY SEWER MAIN - QUALITY SERVICE LEVEL A B"ss(B) SANITARY SEWER MAIN -QUALITY SERVICE LEVEL B 8--SS(C) SANITARY SEWER MAIN - QUALITY SERVICE LEVEL C B"SS(D) SANITARY SEWER MAIN -QUALITY SERVICE LEVEL D GENERAL LEGEND EXISTING PROPOSED OO G SANITARY SEWER MANHOLE © m SANITARY SEWER CLEANOUT ® ® AIR RELEASE MANHOLEIDRAIN MANHOLE STORM SEWER MANHOLE © © STORM SEWER CLEANOUT ® ®� g6 STORM SEWER INTAKE ® ® STORM SEWER BEEHIVE INTAKE D DI3O FLARED END SECTION x FIRE HYDRANT WATER VALVE ® ® WATER VALVE MANHOLE YI CURB STOP ® 8 WATER METER MANHOLE 73- YARD HYDRANT O ® ELECTRIC MANHOLE I VAULT © © ELECTRIC PEDESTAL/ TRANSFORMER 40 M OUTDOOR ELECTRIC POWER OUTLET 0 0 POWER POLE R{„ 0. POWER POLE wl STREET LIGHT '0 # STREET LIGHT POLE -9 GUY WIRE > FLOODLIGHT ® FIBER OPTIC MARKER ® TRAFFIC SIGNAL ® ® TRAFFIC SIGNAL BOX QQ a TRAFFIC SIGNAL MANHOLE I VAULT @ ® RAILROAD CROSSING SIGNAL OO TELEPHONE MANHOLE I VAULT I]* ❑* TELEPHONE PEDESTAL ® ® CABLE TV MANHOLE/VAULT ❑n ❑r CABLE TV PEDESTAL D4 �1 GAS VALVE B IRRIGATION HANDHOLE ® p BOLLARD (BUMPER POST) T ROADWAY SIGN ® ® MAILBOX ® ® WELL tK-�ir �1z, DECIDUOUS TREE EVERGREEN TREE ,r -- z SHRUB OR BUSH TREE OR SHRUB LINE J'• 1,,. STUMP MONITORING WELL �o SOIL BORINGS S- FLAG POLE j„ SATELLITE DISH D— ►— SLOPE INDICATORS *1 CONTROL POINT y,y�} BENCH MARK SECTION CORNER O IRON PIN SET • IRON PIN FOUND ABBREVIATIONS TIS TOP OF SLAB TOP BC BACK OF CURB BOT TC TOP OF CURB EP FIG FORM GRADE BOP FL FLOWLINE EDP CL CENTERLINE LAC C CUT F FILL UTILITY CONTACT INFORMATION TOP OF SLOPE BOTTOM OF SLOPE EDGE OF PAVING BEGINNING OF PROJECT r a END OF PROJECT USE AS CONSTRUC7<EU, Q cn AT&T ' JUSTIN RAHM (678) 231-5933 JRAHM@SDT-1.COM AUREON NETWORK SERVICES JEFF KLOCKO (515) 830-0445 JEFF.KLOCKO@AUREON.COM CENTURYLINK TIM CARONE (847) 812-2247 TCARONE@TERRATECHLLC.NET CITY OF IOWA CITY - WATER MICHAEL WILLIS (319) 356-5160 WATER@IOWA-CITY.ORG CITY OF IOWA CITY - WASTEWATER JESSE EISTER (319) 634.1144 JESSE-E ISTER@IOWA-C ITY.ORG CITY OF IOWA CITY - TRAFFIC ENGINEERING KEVIN KEATING (319) 331-2977 KEVI N-KEATI NC7010WA-CITY.O RG MEDIACOM CARL NORTON (319) 351-0408 X3701 MIDAMERICAN ENERGY CARBON HEMPHILL C RH E MPH I LL@M I DAM E RICAN. COM UNITE PRIVATE NETWORKS MICHAEL STEINKAMP (816) 490-0984 UPNGIS@UPNFIBER.COM NEFR OMWN RT REVISIONS � IOWA CITY, lows �IIi SHEET NO. TMS TMS —, 1740 Lininger Lana, Suite 100 BENTON STREET REHABILITATION 191037 ' building strong communities. North Liberty, lows 52317 CHECKED BY ffe Ln RooK No OC70BER 2021 319-626-9090 MORMON TREK TO GREENWOOD DR GENERAL LEGEND CITY OF IOWA CITY BRB FIELDBOOK _ MCC L U RE' STP-U-3715(669)--70-52 ':\191037-000\06-Drawings\06 - 1`1ans\A02.dwg 10/14/2021 6.09 PM 1' �4 r 10Au6. " r!s i0 4, 6 ,.4 , 4 4 Oil- � t u e „k {-r__ � `gr 07, r- r f: �.° � ,� - ' •�• ,� � �- R<,1 ��L ND. HKA OVERLAY t II I i O HMA FULL DEPTHn CiT NORTH 0 34 60 \)j 'Wood130Pv4PP;EME4- - e f «....-...�.. ... , '� Pf.G SItiEW 4LK vpj,,PbiC S^Ai_E VAC , ; t, _,+► e... 4... t; �} - }L- '^. ,�+` ,-� _` .. ", �.•�� - ' `»mot 9 se , 7i r r , iIlk a ^s � L `j � e 6 �_ r--• f t / P • x. F . S ,! x UU:, �!a $ IW '�.r �' \. a '.� /�"•.t 1`7`'i7 �*T i r r, a , yp li _ � t,•. �,: � ;: �;,� �.., ��;�, � `� .e -� ' ' G Illlillil rlllllli ;� ,� _ ,o t ` •; . � .� I�II�1 III o s t.�+�1�, r.`. f 1 � I yea# � , �;; s'� y 'I�I t• ',, b "c <� 'IHW' IIP UJI� Y .¢ 4t ,�.:'{� j •,...... � =�- _ �....ys � v^ar.� ys - s = yr":ti _ s [ • r. e dt, NORTH a 0 30 60 120 1 F - I k . YYY . 3 a•-: >' • as t -`. W �.*•, ..M , `` i„ s : it ' at ,.;+A }• Y 1.a: , \.. Ae•A ." GRAPHIC SCALE B+giNFEt Duman• IOWA CITY.!OV.`A xEv nor+s ' ,HEE-no TMS TMS 191037 I"0 1740 L,r nge, Lane, Suite 100 BENTON STREET REHABILITATION building Strong . North L19-62iberty, Iowa 52317 MORMON TREK TO GREENWOOD DR OVERALL PROJECT LAYOUT CITY OF IOWA CITY orceaeon fulD �oorc r+o. OCTOBER 2027 319-626. Iowa BRB FIELDBOOK MCC L U R E'" A.03 I N E E RI N G CO. STP-U-3715(669)--70-52 \191037-000\06-D,owings\06 - Ml ns\A02.dwg 10/14/2021 6:09 PM > , i 7F cc h 7, for i . 4 ♦{bl y, er, I `�` (— i I i. .{ • WMIa t a r. , SYRis,' W l a .. t i ` f tALAA MF. =L"- - y' --- E ` 1 1 3 , a A lip s �•i v s i y, j • .d .? z .. - �«tea .% ° i a t X Y L1 L � 4 t .0s OR Avg A I-% �%ci' I I 01111� a ,ta � 13 ji J Z.7 .1+`c J . iw w � � '.:fir ' d ia! lli 4F e m r t a ,� t 1s S -. W - LEGEND: LD ' NMA OVERLAY NkA gUi L DEPTH PATCH HMAOVERLAYFILLET NORTH PCC PAVEMENT 0 3C 60 17111 PCC DRIVE 7' ,• a PCC SIDEWALK GRAPHIC SCALE r y1 a. t ♦CD *-tT.—e_ v , r t ' � � to .. , y . , ,, - � r•• - _4T �• ` -��• _ �1 �� f•, �. f e �e - _ t �1 " , - rl - _ II �o �,�II I�� NORTH 120 • s if c « ': { •. .... f � �' � : ■p a g' s ` t �A GRAPHIC SCALE FNO " OMWN lT IOWA CITY, IOWA REVISIONS i ,`_ TMS TMS 191037 III 1740 Lininger Lana, Suite 100 BENTON STREET REHABILITATION cHtc•con m e0C t_ OCTOBER 2021 building strong NortH319-26-909o23n MCC L U R E. MORMON TREK TO GREENWOOD DR OVERALL PROJECT LAYOUT CITY OF IOWA CITY A �L BRB FIELDBOOK STP-U.3715(669)--70-52 •04 191037-000\06-Drawings\06 - Plans\A02.dwg 10/14/2021 6:09 PM 4.W TYP EXISTING AND GUTT (DO NOT L EXISTING SIDEWALK (DO NOT DISTURB) 4.0' TYP VARIES EXISTING CURB AND GUTTER (DO NOT DISTURB) EXISTING SIDEWALK (DO NOT DISTURB) BENTON STREET TYPICAL SECTION NO SCALE STA. 502+62.20 TO STA. 504+42.60 ROW EXISTING PAVEMENT 33.0' B-B 11.0'THRU LANE 5.5'BIKE LANE 55BIKE LANE 11.0'THRU LANE MATCH EX MATCH EX �mmuim-,�€iias�i.6i�i�•v:J����•��•j%•�i�%% { 4r: ♦•••..•••••.••..• .:. �1��•.•.w.�u a ...•_..•_•.�•� .•gyp i•••.•H•••••.•••♦ mmu FULLDEPTH_Z I `FULL DEPTH SAWCUT 2" HMA SURFACE COURSE, 112 MIX SAWCUT 1" HMA INTERLAYER BASE, 318- MIX CRACK AND SEAT EXISTING 7-0" PCC PAVEMENT BENTON STREET TYPICAL SECTION NO SCALE STA. 504-42.60 TO 538+90.00 STA. 544+48.23 TO 563+70.00 Note: Sta. 502+02.22 - Sta. 502+62.22 surface runout zone VARIES 4.0' TYP EXISTING CURB AND GUTTER (DO NOT DISTURB) EXISTING SIDEWALK (DO NOT DISTURB) ROW • 68' 33.0'to 45.0' B-B 4.0' TYP VARIES 5.5' TYP. 5.0' TYP 2.5- 14.0' CRACK AND SEAT WIDTH 18.5' CRACK AND SEAT WIDTH 20' 5.5' BIKE LANE 11.0' THRU LANE VARIES 0.0' -12.0' EXISTING CURB LEFT TURN LANE 11.0'THRU LA NE 5.5'BIKE LANE AND GUTTER (DO NOT DISTURB) i 9' CURB --_ MATCH EX MATCH EX MATCH EX EXISTING SIDEWALK"7 (DO NOT DISTURB) FULL DEPTH SAWCUT 2 "HMASURFACE OURSE, 1l2" MIX 1" HMA INTERLAYER BASE, 318"MIX 8" MODIFIED SUBBASE CRACK AND SEAT EXISTING 7-0" PCC PAVEMENT 8" PCC PAVEMENT BENTON STREET WEST OF SUNSET TYPICAL SECTION NO SCALE STA. 538+90.00 TO STA. 542+23.69 B isioNs ENGINEER DRAWN BY IOWA CITY, IOWA SHEET NO TMS TMS 191037 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION TYPICAL SECTIONS CHECKED BY REID BOOK NO ocroBER zoza building strong 'muniNes. North Ub Y,Ii-a 2317 MORMON TREK TO GREENWOOD DR AND DETAILS CITY OF IOWA CITY p BRB FIELDBOOK MCC L U R E " STP-U-3715(669)--70-52 D'O1 ENGINES 191037-000\06-Drawings\06 - Fia-\BOI.dwg 10/14/2021 6:1 O PM 4.0'TYP I VARIES EXISTING CURB AND GUTTER EXISTING SIDEWALK BENTON STREET EAST OF SUNSET TYPICAL SECTION NO SCALE STA. 542+23.69 TO STA. 544+48.23 ROW (VARIES) EXISTING PAVEMENT 33.0' B-B E VARIES 16.T THRU LANE 16.5' THRU LANE EXISTING CURB AND GUTTER EXISTING SIDEWALK 7" TO 8"PCC PAVEMENT J BENTON STREET EXISTING TYPICAL SECTION NO SCALE VARIES THRU LANE WIDTH VARIES THRU LANE WIDTH VARIES VARIES 6" STANDARD CURB 2.0' 2.0' 6" STANDARD CURB VARIES SEE L SHEETS VARIES SEE L SHEETS (REFER TO PV-102) (REFER TO PV-102) 8" PCC PAVEMENT SIDE STREET TYPICAL SECTION NO SCALE 7C.—E. D-1 REVISIONSIOWA CITY, IOWA TMS 174o LiningoEnno,Sude loo BENTON STREET REHABILITATION TYPICAL SECTIONS 191037BY f1EW—K No. building strong North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR AND DETAILS CITY OF IOWA CITY OCTOBER 2021 MCC L U R E TM 319-626-9090 B 02 BRB FIELDBOOK STP-U•3715(669)--70-52 P:\191037-000\06-Drawings\06 - Plan,\BO1.dwg 10/14/2021 6:1O PM z.s• W 4.0• nP 2.5'2"HMA 4.0• nP 2" HMA SURFACE COURSE,112" MIX W 4.0' nP 4.0' SAND SEAL (2-HMA SURFACE COURSE, 112" MIX SURFACE COURSE, 112" MIX W SURFACE COURSE RUNOUT W13 1" HMA INTERLAYER BASE, 318" MIX I" HMA INTERLAYER BASE, 3/8" MIX 1" HMA INTERLAYER BASE, 318" MIX SAND SEAL CRACK AND SEAT MATCH SURFACE COURSE CRACK AND SEAT CRACK AND SEAT EXISTING PAVEMENT THICKNESS AT TOP OF CURB EXISTING PAVEMENT EXISTING PAVEMENT EXISTING SIDEWALK EXISTING SIDEWALK EXISTING 6" DRIVEWAY (DO NOT DISTURB) DISTURB) EXISTING SIDEWALK 7CURB 7CURB (DO NOT CURB HEIGHTS (DO NOT DISTURB) HEIGI4T HO HEIGHTS FULL DEPTH SAWCUT EXISTING 6" DRIVEWAY FULL DEPTH SAWCUT FULL DEPTH SAWCUT EXISTING 6" DRIVEWAY EXISTING DRIVEWAY CURB EXISTING DRIVEWAY CURB EXISTING DRIVEWAY CURB CASE 1 - FLAT DRIVEWAY SLOPE CASE 2 - DRIVEWAY CURB HEIGHT 2" OR GREATER CASE 3 - DRIVEWAY CURB LESS THAN 2" 2.5' W 4.0' nP VARIES MATCH EXISTING W 4.0' nP VARIES MATCH EXISTING DRIVEWAY ELEVATION DRIVEWAY ELEVATION 2" HMA SURFACE COURSE, Vr MIX I2• fig- EJOINT 12• In_ EJOINT t" HMA INTERLAYER BASE, 318" MIX E JOINTE JOINT VAR. MATCH EXISTING VAR CRACK AND SEAT EXISTING PAVEMENT 1�5% CURB ELEVATION 7._5 %% VAR. EXISTING 6" DRIVEWAY EXISTING 6" DRIVEWAY 6" PCC DRIVEWAY 6" PCC DRIVEWAY FULL DEPTH CURB HEIGHTS CURB HEIGHTS SAWCUT EXISTING DRIVEWAY CURB EXISTING DRIVEWAY CURB CASE 4 - NEW DRIVEWAY WITH MAINLINE OVERLAY CASE 5 - NEW DRIVEWAY WITHOUT MAINLINE OVERLAY '-r..a�^ Q .� DRIVEWAY DETAILS NO SCALE ENGINEER DswwN BY IOWA CITY,REVISIONS IOWA a/ SHEET NO, TMS TMS 191037 1740 Lininger Lana, Suite 100 BENTON STREET REHABILITATION TYPICAL SECTIONS CHECKED BY FlEID BOOK No. OCTOBER2021 M.0 C L U R E bUllC�lfl9 StfOfICJ ' North Liberty, Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR AND DETAILS CITY OF IOWA CITY B.03 BRB FIELDBOOK STP-U-3715(669)--70-52 P:\191037-000\06-Drawings\06 - Plans\801.dwg 10/14/2021 6:10 PM Item No. I Item Code Item 04-17- Division 1: Roadwork (80% STBGP, 20% City) ESTIMATED PROJECT QUANTITIES Division 2: City Water Division (100% City) (UP TO A 5 DIVISION PROJECT) Unit 2 2102-2713090 EXCAVATION, CLASS 13, WASTE CY 3 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 4 2115-0100000 MODIFIED SUBBASE CY 5 2123-7450020 SHOULDER FINISHING, EARTH STA — 6 2213-6745500 REMOVAL OF CURB STA 7 2213-7100400 RELOCATION OF MAIL BOXES EACH 8 2214-5145150 PAVEMENT SCARIFICATION SY 9 2216-0994000 CRACKING AND SEATING OF P.C.C. PAVEMENT SY 10 2301-1033080 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C _ SY CLASS 3 DURABILITY, 8 IN. 11 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 12 2303-0002380 HOT MIX ASPHALT MIXTURE INTERLAYER BASE COURSE, 3/8 IN. MIX TON 13 2303-1043503 HOT MIX ASPHALT HIGH TRAFFIC, SURFACE COURSE, 1/2 IN. MIX Friction L-3 — TON 14 2303-1258284 ASPHALT BINDER, PG 58-28H, HIGH TRAFFIC _____ TON 15 2303-1258346 ASPHALT BINDER, PG 58-34E, EXTREMELY HIGH TRAFFIC TON 16 2303-6911000 HOT MIX ASPHALT PAVEMENT SAMPLES LS J 17 2401-6745910 _ REMOVAL OF SIGN EACH 18 2416-0100021 APRONS, CONCRETE, 21 IN. DIA. EACH 19 2435-0130348 MANHOLE, SANITARY SEWER, SW-303, 48 IN. EACH 20 2435-0140148 MANHOLE, STORM SEWER, SW-401, 48 IN EACH 21 2435-0250700 INTAKE, SW-507 EACH 22 2435-0254100 INTAKE, SW-541 — EACH 23 2435-0400000 EXTERNAL DROP CONNECTION, SW-307 EACH 24 2435-0600010 MANHOLE ADJUSTMENT, MINOR EACH 25 2435-0600020 MANHOLE ADJUSTMENT, MAJOR EACH 26 2435-0600110 INTAKE ADJUSTMENT, MINOR EACH 27 2435-0600120 INTAKE ADJUSTMENT, MA30R — _ j EACH 28 2435-0700010 CONNECTION TO EXISTING MANHOLE EACH 29 2503-0114212 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 11 2000D (CLASS III), 12 IN. �- 30 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 2000D (CLASS III), 15 IN. — 31 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 2000D (CLASS III), 18 IN. 32 2503-0114221 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 2000D (CLASS III), 21 IN. 33 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. —i LF 34 2504-0110008 SANITARY SEWER GRAVITY MAIN, TRENCHED, 8 IN. LF 35 2504-0240036 REMOVE SANITARY SEWER PIPE LESS THAN OR EQUAL TO 36 IN_. LF 36 2505-6760600 REMOVE AND REINSTALL FORMED STEEL BEAM GUARDRAIL ---� _ _ LF 37 2510-6745850 REMOVAL OF PAVEMENT SY 38 2510-6750600 —_. REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 39 2511-6745900 REMOVAL OF SIDEWALK SY 40 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. SY 41 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. SY 42 2511-7528101 DETECTABLE WARNINGS SF 43 2512-1750006 CURB AND GUTTER, P.C. CONCRETE, AS PER PLAN LF 44 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6 IN. SY 45 2515-6745600 REMOVAL OF PAVED DRIVEWAY SY 46 2516-8625000 COMBINED CONCRETE SIDEWALK AND RETAINING WALL CY 47 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 48 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS _ LF 49 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY SOIL INSTALLATION 50 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM ———,EACH - SF 51 2524-9325150 INSTALL TYPE A SIGN _ _._ - EACH 52 2525-0000100 TRAFFIC SIGNALIZATION LS 53 2525-0000120 REMOVAL OF TRAFFIC SIGNALIZATION _ LS 54 2526-8285000 CONSTRUCTION SURVEY LS 55 2527-9263112 PAINTED PAVEMENT MARKINGS, HIGH -BUILD WATERBORNE _ STA 56 2527-9263138 PAINTED SYMBOLS AND LEGENDS, HIGH -BUILD WATERBORNE EACH 57 2527-9263180 PAVEMENT MARKINGS REMOVED STA 58 2528-2518000 SAFETY CLOSURE EACH 59 2528-8400256 TEMPORARY TRAFFIC SIGNALS EACH T 60 2528-8445110 TRAFFIC CONTROL LS 61 2528-8445113 FLAGGERS EACH 62 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN (PDMS) _ CDAY 63 2529-5070110 PATCHES, FULL -DEPTH FINISH, BY AREA SY 64 2529-5070111 PATCHES, FULL -DEPTH FINISH, BY AREA (50 FEET OR GREATER IN LENGTH) SY 65 2529-5070120 PATCHES, FULL -DEPTH FINISH, BY COUNT EACH 66 2529-8174010 SUBBASE (PATCHES) — _ — SY 67 2533-4980005 MOBILIZATION LS 68 2552-0000300 TRENCH COMPACTION TESTING LS 69 2554-0112012 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 12 IN. LF t I Estimated I As Built 1 1 5 , 5 6 2 26 25 10 3495.3 11 1579.0 1SO1.6 516.01 514 211 4A 1 346.8 43 2.72 ---- 25 — 1 I _.— _ 2 _ 14 - - - 264.9 _ 556.1 13 821 1 0.25 97.8 —. 601 535.5 1 11 303.2 605.5 156.4 ' 104 1 11 — 1 5 5 6 2 13 10 3495.3 11 1579 1501.6 516.01 514 211 722.7 779.6 40.8 3_ 275 22 97.6 28 ' 346.8 43 2.72 25 1 0.75� 1 1800 1800 ENGINEER DuwN Rr IOWA CITY, IOWA REVISIONS 't'i TMS TMS 1740 Lininger Lane, s�i,e 100 BENTON STREET REHABILITATION ESTIMATE RHEEt NO. 191037 building strong - North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY CHECKED RY FIELD ROOK NO. OCTOBER 2021 M C C L U R E N 319-626-9090 C.01 BRB FIELDBOOK STP-U-3715(669)--70-52 PA191037-000\06-Drawings\06 - Pions\CO1.dwg 11 /3/2021 9.55 AM ENGINEER TMS . �BRBRY DRAWN RY 1Q\yq �1ry,1°Wq TMS 191037 MW BOOK FIELDBOOK °n06ER2D2, REV SIGNS 1'I� MSC L U R E " ENGINEERING CO. 1740 Lininger Lane, Suite 100 building strong communities. North Liberty,9-62-90952317 319-626-9090 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ESTIMATE OF QUANTITIES CITY OF IOWA CITY SXEET NO. C.O2 100-iG 04-17-12 Division 1: Roadwork (80% STBGP, 20% City) ESTIMATED PROJECT QUANTITIES Division 2: City Water Division (100% city) (UP TO A S.DIVISION PROJECT) Item No. item Code Item Unit uantities Estimated As Built Division l Division 2 Division 3 Division 4 Division5 Total Division 1 Division 2 Division 3 Division 4: Division S _ 71 2554-0203000 _FITTINGS BY WEIGHT, DUCTILE IRON LBS - 3947 3947 72 2554-0204110 _ WATER SERVICE"STUB COPPER, 1 IN EACH 50 50 _ 73 2554-0204115 WATER SERVICE STUB, COPPER 1.5 IN. EACH 10 j 10 74 i 2554-0204120 WATER _SERVICE STUB, COPPER, 2 IN. � EACH 20 i 20 I� j 75 12554-0205000 WATER SERVICE STUB, TRENCHED' PVC, 4 IN. LF 40 ' 40 76 2554-0205000 WATER SERVICE STUB TRENCHED PVC 6 IN. LF 141 141 77 2354-.0205000 WATER SERVICE STUB TRENCHLESS PVC 6 IN. LF 105 105 78 __.--- 79 80 2554-0207006_ 2554-0207012 2554-0208004 VALVE, GATE, DIP,_ 6 _IN. EACH 4 4 VALVE GATE, DIP7 12 IN. TAPPING VALVE ASSEMBLY, EACH EACH 16 3 3 81 2554-0208006 TAPPING VALVE ASSEMBLY 6 IN. I EACH 5 5 f { 82 2554-0209000 VALVE .REMOVAL EACH 12 12 83 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH g g 84 2554=0210205 FIRE HYDRANT ASSEMBLY REMOVAL EACH 2 2 85 2554-0212020 VALVE 80X EXTENSION EACH 17 17 86 2534-0212030 VALVE BOX REPLACEMENT EACH 7 7 87 j 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS LS 88 2599-9999005 ('EACH' ITEM) CONNECT TO EXISTING WATER MAIN EACH 11 11 89 2399-9999005 'EACH' ITEM PLUG AND ABANDON EXISTING WATER MAIN LESS THAN OR EACH 5 S E UALQ TO 8 IN. 90 2599=9999009 ('LINEAR FEET' ITEM) REMOVAL OF EXISTING WATER MAIN LF 240 240 91 2399-9999010 j 'LUMP SUM' ITEM MAINTENANCE OF SOLID WASTE COLLECTION LS 1 1 , 92 2601-2634100 MULCHING I ACRE 0.1 0.5 0.6 93 2601-2636070 I HYDRAULIC SEEDING ACRE 0.1 I 0.5 0.6 94 2601-2642120 STABILIZING CROP - SEEDING AND FERTILIZING URBAN ACRE 0.1 0.5 _ 0.6 95 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE 9 IN. DIA. LF 4610 4610 96 2602-0000351 REMOVAL OF PERIMETER AND SLOPE OR DITCH CHECK SEDIMENT CONTROL DEVICE LF 4610 4610 97 2602-0000500 O�PEN-THROAT CURB INTAKE SEDIMENT FILTER, EC-602 EACH 32 32 98 2602-0000510 I MAINTENANCE OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH 32 ! 32 99 2602-0000520 ' REMOVAL OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH 32 32 100, 2602-0010010 MOBILIZATIONS EROSION CONTROL EACH J. 1 101 2602-0010020 MOBILIZATIONS EMERGENCY EROSION CONTROL EACH 2 2 111-25 10-18-11 INDEX OF TABULATIONS Tabulation Tabulation Title Sheet No. 100-1C ESTIMATED PROJECT UANTITIES C.01-C.02 100-4A ESTIMATE REFERENCE INFORMATION C.03-C.06 100-19 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE C.06 100-24 PCC PAVEMENT C.07 100-25 HMA PAVEMENT C.08 100-36 OPEN -THROAT CURB INTAKE SEDIMENT FILTER C.06 102-3 ACCESS POINTS AND. SAFETY RAMPS C.11 102-6C FULL -DEPTH PATCHES C.08 102-16 NOTCHES AND RUNOUTS FOR RESURFACING C.07 104-5B LIST OF WATER SERVICES C.18 104-SB PLUG. AND ABANDON EXISTING WATER MAIN C.17 104-5B WATER MAIN FITTINGS C.17 104-5B CONNECT TO EXISTING WATER MAIN C.17 104-5B ! REMOVAL OF EXISTING APPURTENANCES C.17 104-5B LIST OF HYDRANT ASSEMBLIES C.17 104-5B REMOVAL OF EXISTING WATER MAIN C.15 104-SB - LIST OF WATER MAIN C.17. 104-5B LIST. OF WATER MAIN TAPPING VALVE ASSEMBLIES C.18 104-5B LIST OF WATER MAIN VALVES _ C.18 104-5B __ i SANITARY AND STORM SEWER I C.19 104-10 ADJUSTMENT OF FIXTURES C.09 105-4 STANDARD ROAD PLANS 108-13A _ SAFETY CLOSURES 108�16 _ COMBINED CONCRETE SIDEWALK AND RETAINING WALL =C.14 108-22� PAVEMENT MARKING LINE TYPES 108-29 PAVEMENT MARKING SYMBOLS AND LEGENDS 110-1 110-4 REMOVAL OF PAVEMENT CURB REMOVAL_ C.10___ C.10 110-5 _ SIDEWALK REMOVAL C.10 110-8 REMOVAL OF CONCRETE DRIVES C.10 110-14 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL � C.10 110-15 i REMOVAL OF INTAKES AND UTILITY ACCESSES C.10 110-17 - CLEARING AND GRUBBING INDEX OF TABULATIONS ili-25 10-18-11 Tabulation Tabulation Title Sheet No. 113-1 SIDEWALKS I C.12 190-51 MATERIALS FOR TYPE 'A' SIGNS G.15 190-62 EXISTING SIGNS TO BE REMOVED C.15 190-66 SUMMARY OF TYPE 'A' SIGNS C.15 232-3B EROSION CONTROL URBAN SEEDING C.11 259-1 SIGNING NOTES C.16 262-6 UTILITIES C.15 -290-01 ! SIDEWALK CONSTRAINTS G 12 I :\191037-000\06-Drawings\06-Plans\CD l.tlwg II/3/ZVZI Y:aa AM 100-4A 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description 1 2101-08S0002 CLEARING AND GRUBBING A. Refer to D sheets and Tab 110 17 far locations and details. Unit price includes, but is not limited to, removal and disposal of all materials and placement of backfill in area where roots have not been removed _ _. 2 } 2102-2713090 EXCAVATION, CLASS 13, WASTE A. Quantity for removal of excess material at side road and widening locations. See D Sheets for locations. This item shall include offsite disposal at a site of the contractor's responsibility. Overhaul for disposal of waste soils will not be measured or paid for but shall be considered incidental to this bid item. ------------------------------------------------------------------------------------------------------ --- 3 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD A. Strip and salvage the top 8" of topsoil on all disturbed areas. Respread to a minimum depth of 4". Shrinkage on respread is assumed to be 45%. B. Topsoil to be respread shall be free of rock and debris and be suitable for the growth of grass. C. Overhaul is considered incidental to this bid item. D. uantities: Strip 645 CY Spread + Shrink 645 CY Total 645 CY '- 4 2115-0100000 MODIFIED SUBBASE A. Refer to B sheets for typical sections. Volume based on 6-inch modified subbase thickness. --------------------------------------------------------------- ------------------------------------------------------------- 5 2123-7450020 SHOULDER FINISHING, EARTH - A. Refer to B sheets for locations and details ------- --- ------ ------------------------------------------------------------------ 6 2213-6745500 REMOVAL OF CURB A. Refer to D sheets and Tab 110-4 on C sheets for locations. -- - ------------------------------ — ----------------------- ------ ------- ---- --------- -- ------------------- 7 4 2213-7100400 RELOCATION OF MAIL BOXES A. Item includes maintaning postal service to all properties within the project limits, including the removal _ and reinstallation of permanent mailboxes in conflict with the construction of pavement widening. This bid item also includes the furnishing, installation, and removal of temporary mailboxes required during construction. The contractor shall coordinate with the LISPS to establish acceptable locations for temporary mailboxes. The contractor shall verify each mailbox to be temporarily located and the location of temporary mailboxes — with the Engineer. Damage done to all mailboxes during removal, storage, installation or adjacent construction shall be replaced by the Contractor at no additional expense to the Owner. B. Refer to D sheets for locations. Approximate locations are Sta. 539+25, Sta. 540+06, and Sta. 541+55. -- ---- - -------------------------------------------------------------------------- --------------------- 8 2214-5145150 PAVEMENT SCARIFICATION A. Refer to Tab 102-16 for locations. - _ _ _ _ -------------- --------------------------------------------------------------------------------------------------------------- 9 2216-0994000 CRACKING AND SEATING OF P.C.C. PAVEMENT _ A. Refer to B sheet typical sections and D sheets for details and locations. B. Includes saw cutting between road pavement and curb/gutter and around utility structures. 10 2301-1033080 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 8 IN. _ A. Refer to B sheets for typical section and reinforcement details. Refer to D and E sheets for plan and _ profile information. Refer to Tab 100-24 for details and locations. B. Typical C joint spacing is 12 feet. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. D. Includes integral curb. E. Refer to L sheets for geometric staking and. jointing details. F. Incidental to this item is providing a temporary washout that meets EPA minimum BMP measures. --- - ------------------------------------------------------------- — -------------------- --77 -- -------" 11 T 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES A. Includes pavement thickness cores and smoothness testing. B. Payment is full compensation for furnishing all such samples for all courses or items of work. -----------------------------------------------------------------------------------------------------------------------_ 1223 _-- 03-0002380 HOT MIX ASPHALT MIXTURE INTERLAYER BASE COURSE, 3/8 IN. MIX 13 23031043503 HOT MIX ASPHALT HIGH TRAFFIC, SURFACE COURSE, 1/2 IN. MIX, Friction L-3 A. Refer to B sheets for typical sections and Tab 100-25 for locations and quantities. B. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. C. Pavement smoothness in accordance with Section 2316 of the Standard Specifications shall apply. D. Quantities based on a density of 155 pcf. E. Refer to Tab 102-16 on C Sheets for location of notches and runouts. ---------- ---------------------------------------------------- ----------- ------------------------------ 14 2303-1258284 ASPHALT BINDER, PG 58-28H, HIGH TRAFFIC A. PG 58-28H asphalt binder required for surface course. B. Quantity based on 6% of surface course -- ------------------------ ----------------------------------- ----------- ----- --- --- 15 __ 2303-1258346 ASPHALT BINDER, PG 58-34E, EXTREMELY HIGH TRAFFIC A. PG 58-34E asphalt binder required for interlayer base course. B. Quantity based on 8% of interlayer course. ----------------------------------------------_----------------------------------------------- 16 2303-6911000 HOT MIX ASPHALT PAVEMENT SAMPLES A. Includes smoothness and thickness testing. B. Payment is full compensation for furnishing all such samples for all courses or items of work. _ _ - -_ _ _- 17 2401-6745910 REMOVAL OF SIGN A. Refer to Tab 190-62 on C sheets. 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. I Item Code I Description B. Measurement: tacn removea sign wlii De countea. — _ C. Payment: Payment will be at the unit price for each sign removed. D. Includes: Unit price includes, but is not limited to, removing sign and sign post, salvaging and _ e_ g s_ g gn P _ag � _ -- ---- ------ lin_ signs. stockpiling -------------------- --------------- ---- --------------------------------------------------------- 18 2416-0100021 APRONS, CONCRETE, 21 IN. DIA. A. Refer to M sheets and Tab 104-5B Storm for locations. -- -. ------- ----------------------------------------------- — --- -- -------- ---- ----------------------------------------- 19 2435-0130348 MANHOLE, SANITARY SEWER, SW-303, 48 IN. A. Refer to D and MSA sheets. B. Unit price includes, but is not limited to, excavation, furnishing and installing pipe; lining (if specified); furnishing, placing, and compacting bedding and backfill material, base; structural concrete; reinforcing steel; precast units (if used); concrete fillets; pipe connections; infiltration barriers (required for both sanitary and storm sewer manholes); jurisdictional approved castings; and adjustment rings. C. See U sheets for casting details, D. Do not install steps unless otherwise specified in the contract documents for depths under 20 feet. -- ------------ 20 2435-0140148 --------------------------------------------------------------------------------------------------------------- MANHOLE, STORM SEWER, SW-401, 48 IN. A. Refer to D and M sheets and Tab 104-5B Storm for locations. B. Unit price includes, but is not limited to, excavation, furnishing and installing pipe; lining (if specified); furnishing, placing, and compacting bedding and backfill material, base; structural concrete; .._ ._ reinforcing steel; precast units (if used); concrete fillets; pipe connections; infiltration barriers (required for both sanitary and storm sewer manholes); jurisdictional approved castings; and adjustment rings. C. See U sheets for castidetail _ig._ s 21 ------------ 2435-0250700 -------------------- ---------------------------------------------------------------------------------------- INTAKE, SW-507 A. Refer to D and M sheets and Tab 104- B Storm for 5 0 locations. B. Unit price includes, but is not limited to, excavation; furnishing and installing pipe; furnishing, placing and compacting bedding and backfill material; base; structural concrete; reinforcing steel; precast units -------- (if used); concrete fillets; pipe connections; infiltration barriers; castings; and adjustment rings. ---- -------------------------------------------------------------------------------------------------------- _ 22_._. INTAKE, SW-541 _2435-0254100 A. Refer to D and M sheets and Tab 104-5B Storm for locations. B. Unit price includes, but is not limited to, excavation; furnishing and installing pipe; furnishing, placing and compacting bedding and backfill material; base; structural concrete; reinforcing steel; precast units (if used); concrete fillets; pipe Cqnrjeqionsj infiltration__barriers� castings; and adjustment rings___ 23 2435-0400000 EXTERNAL DROP CONNECTION, SW-307 A. Refer to MSA.01 for locations. -- 24 ------------ 2435-0600010 ------------------------------------- -------------------------------------------------------------------------- MANHOLE ADJUSTMENT, MINOR A. Refer to Tab 104-10 on C sheets for details and locations. B. Replace infiltration barrier for sanitary and storm sewer manhole using only nW materi�. _ -- ------- --------------------------- ------------------------------------------------- ----may �,--- 25 2435-0600020 MANHOLE ADJUSTMENT, MAJOR -� A. Item is included as a contingency to establish a contract unit price. B. Refer to Tab 104-10 on C sheets. C. Unit price includes, but is not limited to, removal of existing casting, adjustment ring3-,-top sections and risers; excavation; concrete and reinforcing steel or precast sections; adjustment or replacement of intake throat; furnishing and installing new casting; installing new infiltration barrier :(required for both sanitary and storm sewer manholes); furnishing and placing backfill, and compactiop, -- ------------ D. Replace infiltration barrier for sanitary and storm sewer manhole using only nett Tu terial&- ---------------------------------------------------- -------------- 26 2435-0600110 ------------------------------------------------ INTAKE ADJUSTMENT, MINOR � A. Refer to D sheets for locations._B. Refer to Tab 104-10 on-C sheets -- 27 - 2435-0600120 --------------------- - ------- ----------------------------------------------------------- -------- INTAKE ADJUSTMENT, MAJOR A. Item is included as a contingency to establish a contract unit B. Refer to Tab 104-10 on C sheets. �v C. Unit price includes, but is not limited to, removal of existing casting, adjustment rings, top sections and risers; excavation; concrete and reinforcing steel or precast sections; adjustment or replacement _ of intake throat; furnishing and installing new casting; installing new infiltration barrier (required for _ both sanitary and storm sewer manholes); furnishing and placing backfill, and compaction. -- 28 --- 243S-6700010 --------------------------------------------------------------------------------------------------------------- CONNECTION TO EXISTING MANHOLE — A. Refer to D and M sheets for location. Sta. 541+59 RT. B. Use cored openings for all pipe sizes. Core new opening in existing manhole to accept new pipe and _ watertight seal or waterstop. Remove concrete and reinforcing steel. If utilizing waterstop, install around — new pipe centered within structure wall. Fill opening between structure and pipe with non -shrink grout. Construct concrete collar around pipe and exterior manhole opening._ If utilizing a premanufactured watertight _ seal, install in accordance with manufacturer's recommendations. Cored openings shall be perpendicular to manhole walls, unless approved by the Engineer. For sanitary sewer manhole connections, pipe penetrations into structures shall be flexible watertight seal. Allowable premanufactured seals include Link -Seal, A-Lok, PSX-Direct Drive boots or Engineer approved equal. All pipe connections used on sanitary sewers may also be used for storm sewers. For waterstops, provide electromeric gasket that surrounds pipe and attaches with stainless steel bands and is designed to stop the movement of water along the interface between a pipe and a surrounding concrete collar. Use Class C concrete and follow Iowa DOT Specifications and Materials I.M.s. Concrete collars must be approved by the Engineer. ENGINEER ovwN er IOWA CITY, IOWA REVISIONS / —.. — snEE. No TMS TMS 191037 I'f 1740 Cringer Lone site 100 BENTON STREET REHABILITATION ESTIMATE cnecREo er NElD eooR No. OCTOBER 2021 building Strong North Liberty, Iowa 52317 MC C L U R E' 319-626 9090 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY C 03 BRB FIELDBOOK STP-U-3716(669)--70-52 -. \IIIVJ/-mow Sao vra Ingsl u-r�u ns��.0 i. wy �, u�cuc� �.»rvn 10-29 10-29 ESTIMATE REFERENCE INFORMATION Item No. ( Item Code I Description connections, grout, and waterstop. ------------ --------------------------------------------------------------------------------------------------------------- 29 -1 2503-0114212 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 12 IN. A. Refer to M sheets and Tab 104-5B Storm for locations. B. Use rubber, confined, 0-ring or profile gasket complying with ASTM C 443. C. Use bell and spigot joints. D. No mastic joints are allowed. E. The Engineer must authorize use of pipe joint wrapping. ----------------------------------------------------------------------- -------------------------------------------------- 30 — .2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 15 IN. A. Refer to M sheets and Tab 104-56 Storm for locations. B. Use rubber, confined, O-ring or profile gasket complying with ASTM C 443. C. Use bell and spigot joints. D. No mastic joints are allowed. -E. The Engineer must authorize use of pipe joint wrapping. -- _ ----- --------------------------------------------------------------------------- -------------------------------------- 31 2503-_0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE, (RCP), 2000D (CLASS III), 18 IN. A. Refer to M sheets and Tab 104-5B Storm for locations. B. Use rubber, confined, 0-ring or profile gasket complying with ASTM C 443.` C. Use bell and spigot joints. D. No mastic joints are allowed -4- E. The Engineer must authorize use of pipe _joint wrapping. ------------------------------------- —---------------------------- — ------------------------------ -------------------- 32 2503-0114221 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 21 IN. A. Refer to M sheets and Tab 104-5B Storm for locations. B. Use rubber, confined, O-ring or profile gasket complying with ASTM C 443. 1-C. Use bell and spigot joints. D. No mastic joints are allowed. E. The Engineer must authorize use of pipe joint wrapping. _ ------------------------------- ------------------------- ------------- 33 ! 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. A. Refer to D.03, M Sheets and Tab 110-14 for locations. B. Unit price includes, but is not limited to excavation; removal, disposal, and capping of pipe (if specified); and furnishing, placing, and compacting backfill material. Removal of RCP aprons shall be considered incidental to this item. -- - - -- --------------------------------------------- 34 1 2504-0110008 SANITARY SEWER GRAVITY MAIN, TRENCHED, 8 IN. A. Refer to MSA.01 for location. B. Monitor line and grade using installation laser level. Calibration of this equipment should be verified before its use in accordance with the equipment manufacturer's recommendations. C. Couplings between dissimilar pipes shall be 1000 or 000 Seri Strong p p 5 es 5 o g Back (RC) as manufactured by Fernco r Engineer approved equal. _ _------------------------------------ ----------- 35 2504-0240036 REMOVE SANITARYSEWER PIPE LESS THAN OR EQUAL TO 36 IN. A. . Refer to D, MSA and Tab 110-14 on C sheets for locations _. _ _ _ __- B. Unit price includes, but is not limited to, excavation; removal,� disposa_—�l, and capping�_ of pipe — _ (if .specified); and furnishing, placing, and compacting backfill material. ------------ --------------------------------------------------------------------------------------------_------------------- 36 2505-6760600 REMOVE AND REINSTALL FORMED STEEL BEAM GUARDRAIL A. Refer to D sheets for location. B. Work includes removing bolted ends, relocating posts adjacent to ramp to provide adequate walking and biking space, at least one foot open area between new sidewalk and the guardrail, reassembling ends to -shortened beams and backfilling remaining holes. C. Method of measurement shall be per linear foot of formed steel beam guardrail removed and reinstalled. _Payment shall be considered full compensation for all material, labor, and equipment required to remove and reinstall formed steel beam guardrail. f- -- ?..--- --------------------- ---- --------- - - - - - - - - - - -- -- - 37 2510-6745850 REMOVAL OF PAVEMENT _ A. Refer to Tab 110-1 on C sheets and D sheets. - - - ---------------------------------------------------------------------------------------- — ----- —--------------- -- 38 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES A. Refer to D sheets and Tab 110-15 on C sheets for locations. _ B. Unit price includes, but is not limited to, removal of casting, concrete, intake throat, and reinforcement; plugging pipes; filling remaining structure with flowable mortar; and furnishing, placing, and compacting ----backfill over structure to finished grade. The structure needs to be removed completely unless otherwise _approved by the Engineer. ---- ---- - --------- - - ---------------------------------------- 39 i 2511-6745900 REMOVAL OF SIDEWALK A. Refer to Tab 110-5 on C sheets. B. See traffic control plan for pedestrian staging or closings. C. Includes sawcutting. -- ------------ --------------------------------------------------------------------------------------------------------------- 40 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. A. Refer to Tab 113-1 on C sheets. B. Refer to B sheets for typical sections. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. D. Includes 10% SY contingency for adjustment to field quantities. ------------------------------------------------------------------------------ ------------ 41 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. A. Refer to Tab 113-1 on C sheets. ESTIMATE REFERENCE INFORMATION Item No. I Item Code I Description B. Refer to B sheets for typical sections. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. D. Includes 10% SY contingency for adjustment to field quantities. ------------ ------------------------------------------ 42 2511-7528101 DETECTABLE WARNINGS A. Refer to Tab 113-1 on C sheets. — — ��� B. Detectable Warnings shall be cast iron with brick red color. ----------------------- --------------- -------------- ----------------- ---- 43 2512-1750006 CURB AND GUTTER P.C. CONCRETE, AS PER PLAN A. Refer to Tab 112-4 on C sheets. B. Curb and gutter thickness is 8 inches. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. D. Measured and paid for by lineal foot. Locations determined in field with Engineer. -- _ -- --- - -------------------------------------------------------------------------------------------- ---- 44 i 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6 IN. A. Refer to B sheets and Tab 102-3 on C sheets. B. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. _- P P _ P 9 _- - ---------------------------------------------------------------------------------------------------- 45_,. 2515-6745600 REMOVAL OF PAVED DRIVEWAY A. Refer to B sheets and Tab 110-8 on C Sheets. -------------------------------------------------------------------------------------------------------------- 461111 1 2516-8625000 COMBINED CONCRETE SIDEWALK AND RETAINING WALL _ A. Refer to D and V sheets for locations and Tab 108-16 on C sheets. .._.— B. Refer to Standard Road Plan MI-221 for details. C C. Certified plant inspection in accordance with Section 2521 of the Standard, Specifications is required. _.. _ ------------------------------------ --------------------------------------------------------------_----------------- 47 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN 7 A. Refer to Tab 190-62 on C sheets. B. Use new pole and foundations. C. Refer to N sheets for locations. D. Measurement for removal and reinstall sign as per plan shall be by count of each satisfactorily removed and - reinstalled sign. Thecontractorwill be paid the contract unit price per each. This shall be considered full compensation for furnishing all tools, equipment, labor, and materials necessary for removal and reinstalled signs, posts, footings, and hardware in accordance with the contract documents and applicable Standard Road Plans. -- ------------ --------------------------------------------------------------------------------------------------------------- 48 2524 9276010 PERFORATED SQUARE STEEL TUBE POSTS A. Refer to Tab 190-51 on C sheets. B. Unit price includes adding reflective strip to post where indicated on N sheets. ---- ----- --------- -- 49 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR BREAK -AWAY SOIL INSTALLATION A. Refer to Tab 190-51 on C sheets - ------------------------------- ----- ----7-------- 50 _ 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM A. Refer to Tab 190-66 on C sheets. _ -------------------------------------------------------------------------_--------- 51 2524-9325150 INSTALL TYPE A SIGN A. Refer to Tab 190-51 on C sheets. D. Measurement for install type A sign shall be by count of each satisfactorily installed sign. r_ ,The contractor will be paid the contract unit price per each. This shall be considered full compensation for furnishing all tools, equipment, labor, and materials necessary for installation of signs, posts, footings, and hardware in accordance with the contract documents and applicable Standard Road Plans. ------------ --------------------------.----------------_------.---------------.-.----.------------.-_-__._--_---------------- 52 2525-0000100 TRAFFIC SIGNALIZATION A. Refer to N sheets for details. - 53 — 2525-0000120 REMOVAL OF TRAFFIC SIGNALIZATION A. Refer to N sheets for removal details. -- - 54 2526-8285000 CONSTRUCTION SURVEY 1 A. Includes preservation of existing survey monuments in project area. - ---- ------------------------------------------------------------------------ — ------- --- - -- - ------------ 55 2527-9263112 PAINTED PAVEMENT MARKINGS, HIGH -BUILD WATERBORNE A. Refer to Tab 108-22 on C sheets. - - - ------------------------------------------------------------------------------- ----- --------------------- 56 2527-9263138 PAINTED SYMBOLS AND LEGENDS, HIGH -BUILD WATERBORNE A3 A. Refer to Tab 108-29 on C sheets. -- ------------------------------------------------------------------------- ------------------------------------------------- 57 2527-9263180 PAVEMENT MARKINGS REMOVED — A. Refer to Tab 108-22 on C sheets. - ------------------------------------------------------------- -------------- 58_ 2528-2518000 SAFETY CLOSURE A. Refer to 7 sheets and Tab 108-13A on C sheets. Includes materials, tools, and labor to install and maintain safety closures throughout the project schedule. ---------------- ------------------------------------- - ---------- 59 _ 2528-8400256 TEMPORARY TRAFFIC SIGNALS A. Contractor shall provide temporary traffic signal at the intersection of W Benton Street with Sunset Street. Refer to 7 Sheets and N.03 for further details. ENGINEER DGWN BY REVISIONS - SNEV NO ow CITY, IOWA / TMS TMS t7ao unmger Lone, sDae too BENTON STREET REHABILITATION ESTIMATE 91037 enEeseD er nESD Boor No building strong cc nlr-Hurt e:;. North ubeny, Iowa 52317 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY BRS FIELDBOOK °�DBER202, MSC L U R E 319-626-9090 STP-U-3715(669)--70-52 C.04 PAI 91037-000\06-Drawings\06 - Plans\C0I.4w9 11/3/2021 9,55 AM ESTIMATE REFERENCE INFORMATION Item No. Item Code Description 60 2528-8445110 TRAFFIC CONTROL A. Refer to J sheets for traffic control plan. The contractor shall furnish, erect, operate, move, remove, and maintain at all times during the execution of the work and until completion and final acceptance thereof suitable and requisite barricades, signs and other types of traffic control devices as may be necessary and __ _ _ required to insure the safety of the public as well as those engaged in the work. All traffic control including — — all pedestrian traffic control, signage, Type III barricades, orange safety fence, and road closures to be included in this item. Maintaining a daily traffic control diary is required and shall be incidental to .this _ bid item. --------------------- 61 _.2528-8445113 FLAGGERS --- -- i ------------ - ---------------------------------------------------------------------------- — ------------------------ --------- 62 2S28-9290050 PORTABLE DYNAMIC MESSAGE SIGN (PDMS) A. Refer to J Sheets for traffic control plan. Contractor shall provide two (2) portable dynamic_message.boards B. Use as part of traffic control plan for crack and seat moving operation. C. Use to announce street closures a minimum of seven (7) days prior to closure. ----------- -------- 63 2529-5070110 PATCHES, FULL -DEPTH FINISH, BY AREA A. Patch includes 8" PCC. _ B. Refer to Tab 102-6C on C sheets. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. ------------------------------------ ------- --- --- ---- - ----------- 64 2529-5070111 PATCHES, FULL -DEPTH FINISH, BY AREA (50 FEET OR GREATER IN LENGTH A. Patch includes 8" PCC and 3" HMA. B. Refer to Tab 102-6C on C sheets. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications isrequired. ------ ----------- 65 2529-501701120 PATCHES, FULL -DEPTH FINISH, BY COUNT A. Patch includes 8" PCC. B. Refer to Tab 102-6C on C sheets. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. --------------------------------------- -------------------------- ----- ---------------------------_------------ _ _ _..._. _ -- - -___. - . _ ..... _ _ _.._ — ..._.. 66 2529-8174010 SUBBASE (PATCHES) A. 6" modified subbase. B. Quantity based on item 2529-5070110 quantity + 10%. -------------------- 2533-49813005 MOBILIZATION _. A. This item shall consist of preparatory work and operation, including but not limited to the necessary movement of personal, equipment, and incidentals to the project site; for the establishment of facilities necessary for work on the project; and for work and operations which must be performed and for cost incurred _ "---,before starting work on various contract items on the project site. _._ -- -- ---- -- - ------- 68 2552-0000300 TRENCH COMPACTION TESTING A. This is a lump sum item; no measurement will be made. Lump sum price includes z_.but _is not limited_to� all_ payments associated with retesting resulting from failure of initial tests. B. Included for all storm sewer and water main pipe. ------------------------------------------------------ --------------------------------------------- ------ ------------- 69 2554-0112012 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 12 IN. 70 _ 2554-0114006 WATER MAIN, TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 6 IN. A. Refer to SP-156187 for accepted Water Distribution Materials. Approved pipe materials include: Ductile Iron, minimum Thickness Class 52 per ANSI/AWWA C151/A21.51 with SBR gripper -type gaskets and AWWA C-900 PVC, DR-18 minimum, as noted for each item for water main. Restrained Joint pipe shall be used within the area identified in the contract documents and for all 12 in. main. If trenched, contractor shall use CLS2 DIP with _ SBR gripper gaskets. If trenchless, contractor shall use CL53 DIP RJIB with standard gaskets. Temporary thrust blocking needed for testing or between stages of work and connections to new water main installed in previous stages of work shall be incidental to this bid item. The contractor shall protect existing water main that is to remain in service during installa tion of new P g g water main. The contractor may, at their own expense, provide for temporary water service if _ _y, p , p p y they so choose. Trench excavation, dewatering, furnishing bedding material, placing bedding and backfill material,tracer system _and locate pedestals, testing, disinfection, and polyethylene wrap for ductile iron pipe and for fittings shall be incidental to this bid item. The contractor shall notify the jurisdiction 7 days in advance of water -----shutdowns. The jurisdiction will provide notices to all customers at least 48 hours in advance of the shutdown. Shutdowns shall be staged and scheduled so that service to businesses/residents is not interrupted for more than 4 hours. Only one connection to the existing water system may be made at each time _ 41_ for testing/disinfection purposes. -------------------------- 7----------------------------------------------------------- ------------------------ 71 2554-0203000 FITTINGS BY WEIGHT, DUCTILE IRON A. Refer to SP-156187 for accepted Water Distribution Materials. Each type and size of fitting installed as specified in the contract documents or as required for proper installation of the water main will be counted. Determine the total weight of fittings counted, in pounds, based on the standard fitting weights Published in AWWA C153 for ductile iron compact fittings. Payment will be made at the unit price per pound —� for each type and size of fitting indicated in the contract documents. All fittings shall be restrained o n used i t type. Restrained joints and thrust blocks are incidental to this bid item. Nitrile gaskets shall us _ --- � yP ] _ g be on all appurtenances within area identified in contract documents. - ---------------------------------------------------------------------------------- _ ------ ------------- 72 2554-0204110 WATER SERVICE STUB, COPPER, 1 IN. — 73 . —j 2554-0204115 WATER SERVICE STUB, COPPER, 1.5 IN. ESTIMATE REFERENCE INFORMATION Item No. Item Code Description A. Refer to SP-156187 for accepted Water Distribution Materials. Refer to Tab 104-5B Water Services and the MWM sheets for service sizes and locations. The contractor shall identify all existing service _line materials and report that information to the City prior to installation. Each type and size of water service and stub from the water main to the stop box will be counted. Payment will be made at the unit price per each type and size of water service pipe specified. Unit price includes, but is not limited to, trenched or trenchless excavation; dewatering; furnishing and installing water service pipe, corporations, stops, and stop boxes; furnishing, placing, 1 and compacting bedding and backfill material. Shall be Type K copper in the right of way. B. Service line traps require a tap application submitted to the City. - _t2554-0205006 -----------75 ' WATER SERVICE STUB, TRENCHED, PVC, 4 IN. 76 2554-0205000 WATER SERVICE STUB, TRENCHED, PVC, 6 IN. 77 2554-0205000 WATER SERVICE STUB, TRENCHLESS, PVC, 6 IN. A. Refer to SP-156187 for accepted Water Distribution Materials. Refer to Tab 104-5B Water _Services and the MWM sheets for service sizes and locations. The contractor shall identify all existing servic T_— — line materials and report that information to the City prior to installation. Each type and size of water service pipe will be measured in linear feet along the centerline of the pipe. Payment will be made at the unit price per linear foot of each type and size of water service pipe. Unit price includes, but is not limited to, trenched or trenchless excavation; dewatering; tracer wire; furnishing and installing pipe; furnishing, placing, and compacting bedding and backfill material. All crossings of West Benton Street shall be installed with —� trenchless construction methods. The contractor shall coordinate with all utilities prior to construction. B. Service line traps require a tap application submitted to the City. -- --- ----- ------------------------------------------------------------------------------------ ------------------------ 78 7 2554-0207006 VALVE, GATE, DIP, 6 IN. 79 2554-0207012 VALVE, GATE, DIP, 12 IN. — _ _ ---- A. Refer to SP-156187 for accepted Water Distribution Materials. Each type and size of valve _will be counted. Payment will be at the unit price for each type and size of valve. Unit price includes, but is not limited to, all components attached to the valve or required for its complete installation, including underground or above -ground operator, square valve operating nut, valve box and cover, valve box extension, and valve stem extension. Valve stem extensions shall be installed where necessary to adjust the top of valve nut to a maximum depth of 5.5 feet from finished grade. __. -- - 80 ? 2554-0208004 TAPPING VALVE ASSEMBLY, 4 IN. 81 2554-0208006 TAPPING VALVE ASSEMBLY, 6 IN. A. Refer to SP-156187 for accepted Water Distribution Materials. Unit price includes, but is not limited to, tapping sleeve, tapping valve, the tap, valve box and cover, valve box extension, and valve stem extension. Valve stem extensions shall be installed where necessary to adjust the top of valve nut to a maximum depth of 5.5 feet from finished grade. --- - - --- ------- ---------- 82 2554-0209000 VALVE REMOVAL A. Refer to the D sheets for locations Valve boxes may be removed below grade, filled, and paved over. This item shall include all labor, materials, and equipment necessary to remove existing valves, valve boxes, and plug the adjacent main as noted on the plans for removal. The valves _ shall be removed without damage, cleaned, and delivered to the City of Iowa City Water Division_. _ _ This item will be paid by each. ----------------------------------------------------------------------------------------------------------___ _ 83 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201--- - _ ___ A. Refer to SP-156187 for accepted Water Distribution Materials. Hydrants connected to 12 in.,. --- main shall have a 5.25 in. main valve. Hydrants connected to less than 12 in, main may have 4.Bn. main valve. Unit price includes, but is not limited to, the fire hydrant, barrel extensions sufficient to soieve proper bury depth of anchor tee and pipe and height of fire hydrant above finished grade, and compon(nn.V to connect ':_the fire hydrant to the water main, including anchoring pipe, fittings, thrust block§,,pea grawe�l or porous — backfill material, and fire hydrant gate valve and appurtenances as shown in City of City Figure 5020.201. Tracer wire locating stations are incidental to this bid item z p _ 84 _ 2554-0216205 FIRE HYDRANT ASSEMBLY REMOVAL ' —__�;_A. Refer to the D sheets for locations. This item shall include all labor, materials- and.._egcripment`necessary — _ m 1 to remove existing fire hydrants including valves, valve boxes, and plug the adjacent'main as noted on the The hydrants shall be removed without damage, cleaned, and delivered i the City of Iowa plans for removal.y g e_ y a - — _ City Water Division. This item will be paid by each. ----------------------------- - ---------- - - 85 2554-0212020 VALVE BOX EXTENSION _ A. Refer to SP-156187 for accepted Water Distribution Materials. Minor adjustment of an existing valve box by raising or lowering the adjustable valve box will not be measured. Each existing valve box adjusted to finish grade by adding a valve box extension will be counted. ------------ --------------------- --------------------- ------ 86 2554-0212030 VALVE BOX REPLACEMENT A. Refer to SP-156187 for accepted Water Distribution Materials. Minor adjustment of an existing ) valve box by raising or lowering the adjustable valve box will not be measured. Each existing valve box _ replaced with a new valve box will be counted. ----------- -------------------------- --- -------------------- ----- --- ------- --- 87 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS A. Deliver all salvaged materials to the City facility at 3800 Napoleon Lane, Iowa City. B. Materials to include salvaged traffic signal equipment, traffic signs, water valves, and fire hydrant assemblies. 88 2599-9999005 ('EACH' ITEM) CONNECT TO EXISTING WATER MAIN ENGINEER OMVM BY IOWA CITY, IOWA REVISIONS ' --�.p TMEET NO TMS TMS II'�"^�= 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION ESTIMATE 191037 North Liberty, Iowa 52317 CHECKED Br NEm Boon No OCTOBER 2021 building SifOn9 corn nlU nlfleS 319-626-9090 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY BRB FIELDBOOK MCC L U R E STP-U-3715(669)--70-52 C.05 PAI 91037-000\06-Dr ings\06 - Plane\COI Ad g 11/3/2021 9:55 AM 10-29- ESTIMATE REFERENCE INFORMATION Item No. I Item Code I Description fittings, furnish and install sleeves, and pipe and connect to existing water main, including removing caps and thrust blocks if necessary. Contractor shall be responsible for verifying all existing water main elevations and locations at tie in locations prior to installation of proposed water mains. Measurement and payment will be made at the contract unit price per connection. -------- ---------------------------------- - --------------- ---- ---'-------- --- -- ..-___._ 89 2599-9999005 '_ ('EACH' ITEM) PLUG AND ABANDON EXISTING WATER MAIN LESS THAN OR_EEQUAL TO 8 IN.. --- A. Refer to the MWM sheets and U sheets for locations and details. The existing water main between stages of construction will need to remain in service until subsequent stage(s) are completed. This bid items shall -,-",,include all labor, materials, equipment, and excavation needed to cut the existing water main, install MJ caps on both ends and place thrust blocks. Measurement and payment will be at the contract price per each installed. 90 ('LINEAR FEET' ITEM) REMOVAL OF EXISTING WATER MAIN _2599-9999009 A. Refer to Tab 110-14 and the removals in the D sheets for locations. This item shall include all labor, materials, and equipment necessary to remove any existing water main that is identified in the plans or is in direct conflict with the new water main construction. Payment for removal of existing water main will only be made for locations identified in the plans and/or approved by the Engineer. Temporary plugging and abandoning of the remaining portions of the water main shall be incidental to this item. -- ----------- 91 2599-9999010 --------------------------------------------------------------------------------------------------------------- ('LUMP SUM' ITEM) MAINTENANCE OF SOLID WASTE COLLECTION A. The contractor is responsible for moving residential garbage cans, lawn bags, and recycling to a common collection point. All residential waste placed at the end of driveways shall be moved for pick up. Coordinate location of common collection point with City of Iowa City collection services. Place containers a sufficient distance apart so that automated collection equipment can be utilized. Once emptied, return containers to individual residences by the end of the working day. Container shall be returned to addresses noted on each container. Includes collection of garbage cans, lawn bags and recycling until the project is complete and opened to traffic B. Measurement: Lump sum item; no measurement will be made. -- 92 2601-2634100 ---- - - ------------- ------ -- ---------- ------------------- MULCHING _ _ A. Erosion control mulch shall be applied to all disturbed areas in the event that final seeding cannot be completed within the seeding period. B. Perform mulching according to Article 2601.03, E, 2, of the Standard Specifications. Anchor mulch into the soil using mulch anchoring equipment with a minimum of two passes. C. Use mulch that is Certified Noxious Weed Seed Free Mulch as certified by the Iowa Crop Improvement Association or adjacent states Crop Improvement Associations. D. Mulch Rate: 1 1/2 tons of dry cereal straw or native grass straw per acre. - 93 2601-2636070 --------------------------- HYDRAULIC SEEDING - A. Hydraulic seed according to Urban Permanent Seed mixture. B. Includes watering for a minimum of 21 days. C. Any water use from a hydrant requires an Iowa City Water Division hydrant meter. D. Fertilize at a rate of 300 pounds per acre of 25-25-4. -- ------------ 94 2601-2642120 ------------------ ------------------------------- --------------------------------------------------------- STABILIZING CROP - SEEDING AND FERTILIZING (URBAN) A. Item is included for disturbed areas as directed by the Engineer.. 95 2602-0000309 ----- ----------------------------- PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. A. Refer to Tab 100-19 on C sheets for locations and details. The Tabulation includes estimated locations for placement of "Perimeter and Slope Sediment Control Device, 9 in. dia." to address erosion to be encountered during construction. Verify the specific locations with the Engineer prior to beginning placement. Bid item includes 25% additional quantity for field adjustments and replacements. Use Perimeter and Slope Sediment -- Control Devices fabricated using wood excelsior. - - ------- ------------------------------------- 96 2602-0000351 REMOVAL OF PERIMETER AND SLOPE OR DITCH CHECK SEDIMENT CONTROL DEVICE A. Refer to Tab 100-19 on C sheets for locations and details. This item is included for removal of "Perimeter and Slope Sediment Control Device, 9 in. dia." Quantity includes full bid quantity of "Perimeter and Slope Sediment Control Device, 9 In. Dia." 97 2602-0000500 -------------------------- OPEN -THROAT CURB INTAKE SEDIMENT FILTER, EC-602 A. Refer to Tab 100-36 for locations. ' ------------ B. Protect existing open throat intakes that receive storm water from the project site. --------------------------------------------------------------------------------------------------------------- 98 2602-0000510 MAINTENANCE OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER A. Refer to Tab 100-36 for locations. -- B. Maintain and replace "Open -Throat Curb Intake Sediment Filter, EC-602" as directed by the Engineer or as needed. -- - ---- - __ 99 2602-0060520 ---------------------------------------------------------------------------------7----- _ ---- ------ REMOVAL OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER A. Refer to Tab 100-36 for locations. B. Item is included for removal of "Open -Throat Curb Intake Sediment Filter, EC-602." Quantity includes '- full bid quantity of "Open -Throat Curb Intake Sediment Filter, EC-602." ------------------- --- - ----- - ---------- 100 2602-0010010 - MOBILIZATIONS, EROSION CONTROL A. Two mobilizations will be paid, one pre -construction and one post construction. Measurement and payment will be made at the contract unit price per mobilization. ---------------------------- --------------------- ----------- 101 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL _ A. This bid item should be used for mobilizations needed due to emergency erosion control situations after 8 PM 100-4A 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description on weekdays and after 12 PM noon on Saturday or Sunday. All other mobilizations will be paid per bid item 96. 100-19 10-19-21 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE Possible Standards: EC-204 Location Length of Installation Remarks Begin Station End Station Side 9 inch Dia 12 inch Dia 20 inch Dia LF LF LF 503+11.53 503+46.37 RT 503+77.80 504+07.47 RT 507+64._94_-r__ 507+84.49 _ LT 508+12.77 r 508+32.27 LT 509+77.52 1 509+96.30 LT 510+27.05 - 510+45.73 LT 515+86.45 516+05.59 LT 516+34.68 516+53.74 LT 517+61.03 518+78.09 RT 521+20.11 522+05.95_ LT 526+16.36 1 _ 527+05.65 _ RT _,_ 527+40.23 _ 528+28.29 LT 529+06.25 530+29.57 RT 538+90.00 544+97.32 RT 541+75.12 _ 544+47.50 ( LT 544+98.17 545+53.18 LT 545+67.56 i--_ 546+19.56 RT 548+83.55 549+89.11 LT --- 548+99.36 567+15.84 i RT 55.0 20.0 20.0 60.0 35.0 60.6 40.0 . �- 150.0 120.0 _ 200.0 - 250.0 300.0 700.0 300.0 _ 100.0 , 100.0 150.0 - - 1900.0 4610.0 I OPEN -THROAT CURB INTAKE SEDIMENT FILTER Location I IInstallationl Maintenance) Removal Side Remarks Station 506+37.55 LT 10.0 510+99.25 LT 10.0 511+00 73 RT - 116 516+56 06 - RT 10.0 516+56.37 LT 10.0 518+56.03 _ RT 10.0 522+13.77-RT 10.0 _ 522+14.59 LT 10.0 524+47.35m RT 10.0 524+47.48 LT 10.0 527+08.52 RT 10.0 _ 528+33.88 RT 10.0 J 528+37.91_ LT 10.0 530+03.69 - RT _ 10.0 541+63.74 - LT _ 10.0 - 541+65.87 RT 10.0 542+65.01 _ LT 10.0 545+49.04 RT 10.0 545+52.06 7 LT 10.0 563+78.04 LT _ 10.0 563+79.97 - RT 10.0 10+96.81 LT 10.0 - 11+00.44 RT 10.0 30+87.60 - . LT 10.0 Y 30+88.45 RT 10.0 41+08.94 LT _ 10.0 41+09.77 RT 10.0 - 50+89.75 RT 10.0 91+00.78 RT 10.0 101+85.05 LT 10.0 101+85.64 _ RT J 10.0 1 � 1 1 1 1 1 1 __1 1 1 1 1._ 1 1 _ 1 .... 1 - 1 1 -- 1 1 1 JEMA 1 JEMA 1 SPENCER 1 SPENCER 1 KESWICK 1 KESWICK 1 TEG 1 DENBIGH 1 SUNSET 1 _ SUNSET CD -., . 1 q > . r•7 _ .G' f-N., ocnwN n IOWA CITY, IOWA fEVISH)Ns -.erg $NEU NO TMS TM$ 'Iti . 1740 Un Liberty, Lone, S.it, 100 BENTON STREET REHABILITATION ESTIMATE 191037 North Liberty, Iowa 52317 cf w frewworzNo. OCTOBER 2021 C building Strong COITInIUlllfile5. 319-626-9090 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY BRB FIELDBOOK M C LURE' STP-U-3715(669)--70-52 C.06 P:\191037-000\06-Dfcwing,\06 - Plans\CO1 .dwg 11/3/2021 9:55 AM O� A O i �O i Typical Intersection O 2 Ramp or Loop Taper PCC PAVEMENT Channelized Intersection Widen Existing Roadway - -� Q Does not include raised island area or curb. Refer to tabulation Q 112-4 for quantities. Channelized Intersection Q Refer to PV-410, PV-411, PV-412, and PV-414. Reconstructed Roadway OQuantity includes Pavement Header. 1 2 Total Area By Special Modified Granular Road Identification Direction Station to Station Width Length Area OQ A g O C O D O E O OQ F G O H O pavement Thickness Backfill Subbase Subbase Remarks of Travel SY FT FT SY SY SY SY SY SY SY SY SY 8 IN 10Y IN TONS CY SY 7EMA CT _.._ BOTH 10+8S.56 11+24.00 A 28.0 38.4 119.6 __.._26.1 _ __. _ 145.7 27.8 WILLOWBROOKE LN BOTH 2O+64.00 20+93.50 22.0 29.5 72.1 ' - 30.2 -19.4 1 102.3 18.5 SPENCER DR BOTH_ 30+64.00 31+00.75_28.0 36.8 4.3 11 133.7 24.0 KESWICK DR BOTH 40+64.00 41+15 85 25.0 51.9 144.0 22.9 166.9 _ 30.0 TEG DR BOTH 50+84.80 51+36 00 36.0 51.2 204.8 58.7 263.5 47.3 WESTGATE ST BOTH 60+64.00 61+11 00 36.0 47.0 188.0 45.6 233.6 41.2 ESTRON ST BOTH 71+08.76 71+36.00 1 28.0 27.2 84.7 77.9 162.6 30.1 EMERALD ST_ BOTH 80+64.00 81+17.63 31.0 53.6 184.7 53.3 238.8 42.2 DENBIGH DR BOTH 90+96.26 91+35.87 36.6 39.6 161.1 97.3 258.4 4- SUNSET ST BOTH 1 100+69.66 101+07.47 49.0 37.8 205.9 32.1 238.0 43.3 SUNSET ST BOTH 101+47.49 101+74.34 45.0 26.9 134.3 9.0 143.3 25.4 ._ STREB ST BOTH 110+64.00 111+11.50 25.0 47.5 131.9 33.3 165.2 29.5 WYLDE GREEN RD BOTH 121+00.00 121+36.00 C 25.0 36.0 100.0 16.2 116.2 20.7 GEORGE ST BOTH 140+64.00 141+23.95 25.0 60.0 166.5 21.9 188.4 33.9 WEEBER ST BOTH �- 150+74.19 151+35.99 25.0 61.8 171.7 32.6 204.3 36.2 BENTON DR BOTH i70+90.20 171+36.00 37.0 45.8 188.3 31.3 219.6 38.7 r-1 102-16 10-21-14 NOTCHES AND RUNOUTS FOR RESURFACING Refer to PR-201 and PR-202. 1 Bid it... APplies only to Tvves 'N1' and 'N3' on PR-202. Refer to 100-25 for maininR values. Location Station Type of Notch or Runout O O pI O O Pavement Q Scarification Remarks IN IN IN FT IN SY 502+62.00 Type 'N3' 562+80.00 Type 2.0 1.0 1.0 66.0 75.8 2.0 161.3 - 160+64.00 Type 'R2' 1.0 0.0 1B.0 r M fNGNEER OMWN eY RErI510N5 SnEEi vO IOWA CITY, IOWA TMS TMS 191037 nao unmgeE Lana, soir. too BENTON STREET REHABILITATION ESTIMATE CHECKED er EiEEo soot No. buildingstrong communities. NOS' Liberty, Iowa 52317 CITY OF IOWA CITY BRB FIELDBOOK °ROBER2D2, MSC L U R E " g 319-626-9090 MORMOP UR3715O669) GREENWOOD DR OF QUANTITIES C.07 -52 NGINEERING CO. i1037-000\06-Drawings\06 - Plan,\COI.dwg 11/3/2021 9:55 AM CD ENGINEER -By MYMBY IOWA CITY, IOwA REVISIONS /� SHEUNO TMS CHECKED Br NEto Boot N. 191037 OCTOBER 2021 1740 Lininger Lone, Suite 100 North Liberty, Iowa 52317 building strong communities. 319.626.9090 MCC L U R E BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR ESTIMATE OF QUANTITIES CITY OF IOWA CITY C.08 BRB FIELDBOOK STP-U-3715(669)--70-52 100-25 04-21-15 HMA PAVEMENT OO I © F 0 U © C-3 O q i --•1 rn M - - - - - - - - - - - - - - - - - - - - - - - Channelized Intersection :`� �-� ,t,7st P Widen Existing Roadway {,,� -•,�j s �.».8.. 00 Typical Intersection Oi Does not V include raised island area or curb. Refer to tabulation 112-4 for quantities. Q O Refer to PV-410, PV-411, PV-412, and PV-414. OQuantity includes Pavement Header. 0 Channelized Intersection Reconstructed Roadway Ramp or Loop Taper Calculations assume a surface course unit wei ht lbs cf of 155 an intermediate course unit weight lbs cf of 155 abase course unit weight lbs cf of 155 and a special backfill unit weight lbs cf of 140. Location Mainline Area Q Bid Items Hot Mix Asphalt Pavement Binder 0 Road .°° � Width Length Area O O O O O O2 O O Surface Intermediate Base E m Special Backfill Modified Subbase Granular Subbase E n v- Ei Identification +, Ro E+ � L 0 Station to Station L C •-+ a, z FT FT SY SY SY SY SY SY SY SY SY TONS SY TUNS SY TONS SY TONS TUNS TONS TONS CY SY SY W Benton St B _ 502+62.20 504+42.60 32.0 180.4 641.4 187.1 96.319 828.6 48.160 828.6 5.779 3.853 W Benton St B _I 504+42.60 538+90.00 -32.0 3447.4 12257.4 }1425.925 12257.4 712.463 12257.4 85.496 56.997 i 1� W Benton St __.B_�� _ 538+90.00 542+23.69._ 32.0 333_._7 __ 1186.5 _ 304.5 F173.328 1491.0 86.664 1491.0 � 10,400 6.933 W Benton St B ' 542+23.69 544+48.23 _ 32.0 t 224.5 798.4 212.8 _ 117.5481011.2 58.774 __1011 2 � 7.053 4.702 W Benton St._ B r 544+48.23 563+70.00 �_32.0 1921.8 6833.0 794.332 6833.0 397.166 6833.0 I 47.660 31.773 102-6C 04-18-17 FULL -DEPTH PATCHES Possible Standards: PR-101 PR-102 PR-103 PR-104 PR-105 and PR-140. Location Dimension PCC Patches HMA Patches Composite HMA Subbase Patches Subbase Patch w/ 'EF' Joint Patch Subdrain 'CD' Joints 'CT' joints 'EF' Joints Anchor Lugs Removal Remarks Count Station Reference Location Sign Lane Length Width Patch Thickness With Dowels Without Dowels C R C Ramp with Dowels PR-103 PR-102 PR-104 PR-105 PR-140 PR-101 PR-101 or PR-140 PR-101 L R or B FT FT IN SY SY SY SY SY TON SY SY No. No. No. No. No. 1 _516+50.00 2 516+50.00 3 518+65.00 4 522+00.00 5 527+00.00 6 528+25.00 7 530+00.00__ 8 538+90.00 9 542+40.00 10 542+50.00 11 545+97.00 12 545+97.00 13 567+10.00 L R VARIES. VARIES 15.0 36.4 16.8 8.0 � 16.8 8.0 7.0 8.0 10.0 8.0 7.0 8.0 10.5 8.0 8.0 _ 8.0 VARIES 8.0 VARIES 8.0 VARIES 8.0 12.0 8.0} _ 12.0 8.0 13.0 I 8.0 26.6 a_ � 5.0 26.6 26.6 11.7 26.6 R 11.7 R 40.4 40.4 .R R R R L R L -_ R R 15.0 22.3 25.0 235.0 205.0 250.0 53.0 53.0 20.0 11.7 ' 11.7 ; 26.0 26.0 22.2 187.2 149.3 219.6 ' 22.2 187.2 I 149.3 219.E 35.4 35.4 35.4 _ 35.4 28.9 - 28.9 � e Includes 3" HMA P:\191037-000\06-Orowings\06 - Plans\CO 7.RIwg 11/3/2021 9:55 AM ADJUSTMENT OF FIXTURES Location No. Type of Fixture Adjustment Station 1 507+98.87 Area Intake 11 Adjust casting to final grade _ final 2 542+47.00 Sanitary Manhole Adjust casting to grade 3 545+2549 Sanitary Manhole - Adjust casting to final grade 4 1 546+23.06 Sanitary Manhole _ Adjust casting to final grade_ 5 549+37.45 Sanitary Manhole Adjust casting to final grade.. 6 549+46.64 Sanitary Manhole Adjust casting to final grade +-- 7 552+29.75 Sanitary Manhole Adjust casting to final grade. 8 555+82.74 Sanitary Manhole Adjust casting to final grade 9 566+30.96 Sanitary Manhole Adjust casting to final grade 10 ! 563+50.00 Sanitary Manhole Adjust casting to final grade 11 S26+71.48 Storm Manhole Adjust _w casting to final grade 12 542+65.01 Storm Manhole _ Adjust casting to final grade 13 542+32.59 Telephone Manhole p Adjust 7 a final grade casting to 14 542+39.56 Telephone Manhole Adjust casting to final grade 15 503+42.25 Water Valve Valve box extension to final grade 16 1 516+39.29 Water Valve Valve box extension to final grade 17 518+46.21 Water Valve Valve box extension to final grade 18 521+90.26 Water Valve Valve box extension to final grade 19 521+95.28 Water Valve Valve box extension to final grader 220 +8 5228.23 Water Valve Valve box extension to final grade _ 21 523+47.11 Water Valve Valve _ box extension to final grade 22 524+58.08 Water Valve Valve box extension to final grade 23 526+74.69 Water Valve Valve box extension to final grade 24 527+25.10 Water Valve Valve box extension to final grade__ 25 1 527+62.40 _ Water Valve Valve box replacement to final grade 26 529+92.88 Water Valve Valve box extension to final grade 27 _ 531+27.98 Water Valve Valve box extension to final grade 28 1 532+16.51 Water Valve Valve box replacement to final grade 29 532+80.90 Water Valve Valve box replacement to final grade 36 � 533+54.58 Water Valve Valve box replacement to final grade 31 542+15.62 Water Valve Valve box replacement to final grade 32 542+22.63 _ Water Valve Valve box replacement to final grade 33 542+49.51 Water Valve Valve box replacement to final grade 34 542+82.92 Water Valve Valve box extension to final grade 35 546+09.33 _ Water Valve Valve box extension to final grade 36 546+11.31 Water Valve Valve box extension to final grade 37 549+15.90 Water Valve Valve box extension to final grade 38 549+59.56 Water Valve _ Valve box extension to final grade 08- SAFETY CLOSURES Station 1 _ _. `.."F" . _. 1 Remarks 503+63.00 1 PHASES 3,4 507+98.00 1 PHASES 1,2 _ 510+12.00 1 _ PHASE 1 516+20.00 1 PHASE 1 518+19.00 1 PHASE 3 521+63.00 1 PHASE 1 527+84.00 1 PHASE 1 545+94.00 1 PHASE 1 526+59.00 1 PHASE 3 529+69.00 1 `' PHASE 3 545+25.00 1 PHASE 3 549+44.00 1 PHASE 3 555+57.00 1 PHASE 3 559+49.00 _ 1 PHASE 3 562+27.00 1 PHASE 3 _ 546+63.00 1 PHASE 4 558+89.00 1 PHASE 4 561+68.00 1 PHASE 4 558+13.00 1 PHASE 2 _ 561+71.00 _ 1 PHASES 1,2 564+46.00 1 PHASE 1 565+23.00 1 PHASE 2 567+05.00 2 PHASES 1,2 08-01 105-4 10-18-11 STANDARD ROAD PLANS The following Standard Road Plans apply to construction work on this project. DR-201 4-21-20 Concrete Aprons EC-204 ___ 10-19-21 Perimiter, Slope and Ditch Check Sediment Control Devices EC-602 - 10-21-20 Open -Throat Curb Intake Sediment Filter MI-210 10-20-15 PCC Driveways and Alleys MI-226 � 10-26-15 Detectable Warnings and Pedestrian RawMI-221 - 10-20-15 Combined Retaining Wall - Sidewalk PM-116 4-21-20 Line Types - PM-111 4-21-20 Symbols and Legends _ PR-102 4-21-20 Full Depth PCC Patch Without Dowels PR -VW 4-21-15 Subbase Patches PR-201 10-21-14 Runouts for Resurfacing PR402 10-21-14 Notches for Resurfacing (With or Without Runout) _. PV-101 4-21-20 Joints _ PV-102i , 4-21-20 PCC Curb Details PV 165 10-21-14 _ PCC Pavement Widening PV-201 ,_ 10-15-19 Manhole Boxouts in HMA Pavement and HMA11 O11 ver1. lays SI-101 4-19-16 Locations - Type 'A' Signs SI-131 10-18-16 Installation - Type 'A' Signs SI-171 4-18-17 Reference Location Sign Posts SW-101 4-17-18 Trench Bedding and Backfill Zones SW-102 4-20-21 Rigid Gravity Pipe Trench Bedding,,,,, SW 104 4 20-21 Pressure Pipe Trench Bedding , SW-211 4-17-18 Storm Sewer Pipe Connections SW-303 4-20-21 Sanitary Sewer Manhole over Existing Sewer SW-,307 4721-20 External Drop Connectionfor Sanitary Sewer Manhole SW-414 4-20-21 'Circular Storm Sewer Manhole SW 507, 4-20-21 Single Open -Throat Curb Intake, Small Box SW-541 4-20-21 Open -Throat Curb Intake Under Pavement_ SW-601 4-20-21 Castings for Sanitary Sewer Manholes SW-602 4-20-21 Castings for Storm Sewer Manholes 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-212 4-21-20 Spot Location Lane Closure with Flaggers TC-213 10-15-19 _- Lane Closure with Flaggers TC-233 10-17-17 Pavement Marking Operations_Two-Lane TC-252 4-21-20 Routes Closed to Traffic __ TC-601 _ 10-15-19 Pedestrian Detour _ TS-102 4-21-20 _ Traffic Signal Pole Foundation -- y WM-101 10-18-16 Thrust Blocks WM-102 10-18-16 Tracer System WM-201 4-20-21 Fire Hydrant Assembly ' 108-16 10-19-10 COMBINED CONCRETE SIDEWALK AND RETAINING WALL See MI-221 Location RetaininR Wall Sidewalk Concrete Type Height, H Thickness Width, W Thickness Retaining Wall Sidewalk & FootingBackfill Porous Reinforcing Steel Station to Station Side FT FT FT FT CY CY CY LB 542+49.66 543+29.05 LT B 2.0 0.5 5.0 0.5 2.9 12.5 2.0 762 543+29.05 543+49.05 LT B 2 to 3 0.5 5.0 0.5 0.9 3.1 0.5 201 543+49.05 543+69.05 LT B-' 3 to 4 0.5 5.0 0.5 1.3 3.1 0.5 _ 226 543+69.05 543+89.05 LT B 4.0 0.5 5.0 0.5 1.5 3.1 0.5 232 543+89.05 544+09.05 LT B 4 to 3 0.5 5.0 0.5 1.3 3.1 0.5 226 544+09.05 544+29.05 LT _ B 3 to 2 0.5 5.0 0.5 , 0.9 3.1 0.5 201 544+29.05 544+48.26 LT B 2.0 0.5 5.0 0.5 0.7 3.0 0.5 186 ENcNEEE oxnwn er IOWA CITY, IOWA 0.E"ISIONS i �~ SHEET NO TMS TMS 191037 1740 Lininger Lana, Suite 100 BENTON STREET REHABILITATION ESTIMATE tNEcr.Eo er 1 ElEto eooa No. OCTOBER 2021 _ North Liberty, Iowa 52317 10UIlC�ln9 S�fOn9 COmIT1UnIt1e5. 319-626-9090 MCC L U R E" MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY A C'09 BRB FIELDBOOK STP-U-3715(669)--70-52 P:\191037-000\06-Drawings\06 - Plans\CO l.ctwg 11/3/2021 9:55 AM REMOVAL OF PAVEMENT Refer to Tabulation 102-5 Begin End Side Pavement Station Station Type 503+28.16 503+92.22 RT PCC 507+67.64 508+29.66 LT PCC 569+82.71 510+40.71 LT PCC 515+90.66 516+49.66 LT PCC ,_517+47.92 518+78.09 RT PCC _521+19.94 522+05.95 LT PCC _ 526+16.36 527+03.16 RT PCC 527+40.23 528+31.24 LT PCC __529+06.25 530+29.57 RT PCC 541+75.12 544+47.50i LT _ PCC 541+71.18 544+97.32 - RT PCC _ 544+98.17 545+53.18 LT PCC 545+67.56 546+19.62 RT PCC 549+17.63 549+72.82 LT PCC 555+31.44 555+84.12 LT P 551+92.62 552+66.33 RT _ PCC 561+29.66 562+10.50 RT PCC 567+07.47 567+27.47 RT PCC 04-16- * SIDEWALK REMOVAL 10-20- Begin End Area Saw Cut* Station Station Remarks SY LF Area Saw Cut* Remarks 503+11.53 503+46.62 36.2 12.0 503+77.86 507+60.16 508+11.41 504+07.47 507+83.72 508+42.32 i_ 34.3 10.0 13.1 12.0 4.0 4.0 SY LF 147.8 28.0 JEMA CT. 100.1 22.0 WILLOWBROOKE LN. 509+75.70 509+95.73 15.0 8.0 137.7 28.0 SPENCER DR. 509+87.92 509+91.87 8.2 4.0 167.9 25.0 KESWICK DR. 510+27.55 510+49.73 13.9 8.0 j 342.4 36.5 TEG DR. 515+82.45 516+04.96 15.0 8.0 233.6 36.0 WESTGATE ST. 515+99.16 516+03.16 8.2 4.0 �-_- 194.4 45.5 _ _ ESTRON 5T _ 516+35.09 _ 516+58.58� 28.8 8.0 -_ 238.0 31.0 EMERALD ST. 517+79.98 517+99.96 5.9 4.0 345.5 _ 57.2 DENBIGH DR. 518+36.09 518+60 09 7.2 8.0 240.7 1� 190.0 SUNSET ST. _ 518+36.21 518+65 09 21.6 _ 8.0 394.5_ 300.0 SUNSET ST. 521+09.14 521+37 98 _ 13.9 _ 8.0 174.3 25.0 STREB ST. 521+87.65 522+14.43 _ 15.0 8.0 115.1 25.0 WYLDE GREEN RD. 526+24.43 526+49.43 9.8 8.0 188.1 33.7 25.0 ' 27.0 GEORGE ST. OAKNOLL DR. - 526+24.43 526+72.82 526+44.52 527+03.00 17.7 19.3 8.0 8.0 _ 199.2_L 25.0 WEEBER ST. 527+30.20 527+65.20 15.6 8.0 l 213.3 BENTON DR. 527+40.20 527+61.33 16.0 _ 8.0 _ 28.9 ,37.0 46.0 - - _ i W BENTON ST. 528+02.93 528+27.51 24.8 12.0 r 529+18.78 529+50.93 23.1 8.9 3495.3 1009.2 529+85.28 534+69.22 534+74.47 541+41.18 541+66.69 530+12 26 534+87 95 534+78 71 541+95 99 541+95.27 23.3 10.8 11.0 38.6 60.7 8.0 8.0 8.0 8.0.� 15.0 110-15 04-16-13 542+54.55 _ 544+62.95 _ 117.2 8.0 REMOVAL OF INTAKES AND UTILITY ACCESSES 542+84.35 544+52.12 12.2 4.0 -- 544+.3545+12.31 .4.0 No. Location/Description I Type Remarks 545+38.30 _ 545+75.18. 26.9 8.0. 1 2 3 4 5 6 7 8 _ 9 10 11 STA. STA. STA. STA. STA. + STA. STA. _ STA. STA. STA. STA. 511+00.00, 516+05.90, 516+34.08, 516+56.37, 516+56.70, 518+56.01, 522+13.77, 527+08.52, 528+33.88, 530+03.69, 546+30.98, 29.78' 58.87' 56.56' 17.76' 30.29' 29.60' 29.80' 30.16' 30.19' 29.87' 1.96' RT LT LT LT RT RT RT _ RT _ RT - RT LT Intakes Intakes _ 545+65.01 546+06.06 548+83.55 549+02.28 549+57.78 550+30.66 550+60.19 552+42.35 553+53.31 _ 554+96.84 555+21.50 _ 555+73.23 555+82.47 545+81 06 546+22 12 _ 549+32 38 550+15 07 549+98 18 _ 550+38.18 552+15.30 553+37.31 554+52.84 _ 555+54.E 555+48.26_f .. 555+98.48_1 556+82.31 9.9 12.8 36.3 48.1 27.9 3.3 72.5 50.4 44.9 25.0 18.5 7.1 43.7 8.0 I 8.0 - 8.0 8.8 8.0 0.0 -- 8.0 7.0 0.0 _ 3.0 r 8.0 4.0 , 0.0 Intakes Intakes _ _-_____ Intakes - ._- Intakes _. Intakes_ Intakes _Intakes .__ Intakes Utilities 557+03.31 558+24.04 558+02.04 561+51.55 43.1 147.4 0.0 9.0 561+85.46 __ 562+17.97 _-. 6.4 8.0 561+91.56 564+32 41 110.3 4.0 a 563+27.19 563+42.20 6.7 8.0 564+24.36 564+32.57 5.4 4.0 564+60.67 565+09.01 19.3 0.0 565+33.41 566+93.84 79.2 8.0 1579.0 354.0 110-14 04-16-13 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL * Not a bid item Location/Description Sanitary or Storm Sewer Abandonment, Plug Only or Abandonment, Plug and Fill or Removal Length of Pipe Fill Material* Remarks <_ 36 inch diameter > 36 inch diameter Flowable Mortar or CLSM LF LF CY SE SPENCER DR STA 510+99.91 Storm Sewer Removal 10 12" RCP KESWICK DR STA 41+06.90 TO STA 516+56.15 Storm Sewer Removal 142 15" and 21" RCP W BENTON ST STA 546+19.98 TO 546+44.98 Sanitary Sewer Removal 25 8" VCP 08-01-01 CURB REMOVAL Begin End Length Station Station Side STA Remarks 509+74.71 509+99.71 RT 0.3 510+88.93 511+29.27 RT 0.4 515+84.19 516+09.19 LT 0.3 518+34.99 518+57.22 LT 0.2 526+31.93 526+41.93 LT 0.1 534+68.35 _534+84.27 LT 0.2 534+68 92 ''� 534+84.56 RT 0.2 549+71 68 1 549+81.68 RT _ 0.1 160+72.63 160+81.06 LT 0.1 Oaknoll Or 160+73.18 160+80.86 RT 0.1 Oaknoll Or 561+90.95 562+10.31 LT 0.2 566+36.17 566+47.17 RT 0.1 04-17- REMOVAL OF CONCRETE DRIVES Remarks 539+92.00 RT 49.5 26.0 - 540+78.30 RT 10.4 21.5 541+78.30 RT 10.4 21.5 _ 544+01.43 RT 21.7 26.3 544+28.61 RT 14.9 12.8 544+72.40 LT 9.2 19.0 550+23.56 RT 48.6 13.7 550+48.19 RT 51.4 23.8 553+48.15 RT 38.2 16.2 - - --- 554+82.59 RT_ 81.5 43.9 555+70.86 RT 74.1 35.9 _ 556+92.81 RT 55.3 21.0 558+13 04 RT 53.3 20.9 564+46 50 RT 79_4 33.3 565+21 23 RT 75.3 38.7 567+04.84 RT 46.8 s 21.7 779.6 416..4 _... 2a' rl FNOrNEER -lV RE"ISIONS SHEET NO lows CITY, IOwA TMS TMS w\ 1740 Lminger Lane, Suite 100 BENTON STREET REHABILITATION ESTIMATE 191037 North Liberty, Iowa 52317 C.....' nEEosoosNo. OCTOBER 2021 p building 51fOn9 COInn1Un1}IBS. 319-626-9090 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY C. � 0 BRB FIELDBOOK M C C. L U -R E STP-U-3715(669)--70-52 ':\I 91037-000\06-Drawings\06 - P1ons\C01.dwg 11 /3/2021 9:55 AM 110-17 04-18-17 CLEARING AND GRUBBING Location Work and Material Type Trees, Stumps, and Logs and Down Timber Material Diameters All Other Materials Estimated uantities Remarks Station to Station or Ref. Loc. Sign to Ref. Loc. Sign or Description Direction of Travel Units Area Herbicide Application 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 FT FT Units Acres Each STA 550+88.05, 19.21' R STA 554+15.11, 20.69' R STA 555+49.03, 21.83' R STA 564+13.92, 32.47' R STA 566+85.26, 25.21' R STA 567+33.55, 26.08' R STA 567+41.01, 32.64' R STA 567+48.70, 25.09' R East Trees - Clearing and Grubbing East Trees Clearing and Grubbing East Trees - Clearing and Grubbing_------ East Trees - Clearing and Grubbing East Trees - Clearing and Grubbing _ East Trees - Clearing and Grubbing East Trees - Clearing and Grubbing_ East Trees - Clearing and Grubbing 1 1 �. ' 6.7 6.7 1 _ 22.0 1 _ 13.5 13.5 I 1 -_ 1 6.7 _. __.-_ ------_.____....__...._._.._...... _ TOTAL 97.8 _ _- 112-4 10-21-14 CURBS AND RAISED ISLANDS 3 Item Refer to and Detail Series. Point No. Station Offset Island Interior AreaGutter Curb and Gutter Remarks Curb Type Width Len th 3 SY FT I LF - _ 509+74.71 510+88.93 515+84.19 518+34.99 526+31.93 534+68.35 534+68.92 549+71.68 160+72.63 160+73.18 561+90.95 566+36.17 16.5 16.5 16.5 16.5 16.5! 16.5 ' 16.5 16.5 12.5 12.5_, - 16.5 -- 16_5_ _ v 1/2" Sidewalk Drop PCC 6" Standard PCC 1/2" Sidewalk Drop PCC _ --_ 1/2" Sidewalk Drop PCC 1/2" Sidewalk Drop PCC 1/2' Sidewalk Drop PCC 1/2' Sidewalk Drop PCC _-_ 1/2' Sidewalk Drop PCC 1/2" Sidewalk Drop PCC 1/2" Sidewalk Drop PCC 1/2" Sidewalk Drop PCC i/2" Sidewalk Drop PCC _ 2.5 2.5�_ 25.0 2.5 2.5 2.5 25.0 22.2 10.0 15.9 ^ _ 15.6 10.0 8.4 Oaknoll Or _ 7.7 Oaknoll Or 19.4 -- - 11.0 2.5 2.5 2.5 2.5 - 2.5 2.5 2.5 ACCESS POINTS AND SAFETY RAMPS Refer to Cross -Sections Length of Unclassified Pipe calculated is based on using Corrugated Metal Pipe. Refer to MI-210 2 Refer to EW-501- 3 Refer to EW-501 or EW-502. *Predetermined for access Doint not constructed with this Droiect. -36 i-is EROSION CONTROL (URBAN SEEDING) Following the completion of work in a disturbed area and according to the seeding dates in Section 2601 of the Standard Specifications, place seed, fertilizer, and mulch on the disturbed area as follows: Place seed and fertilize according to the requirements of Article 2601.03,C,4 and Section 4169 of the Standard Specifications. Place mulch according to the requirements of Articles 2601.03,E,2,a and 4169.07,A of the Standard Specifications. 10- Location Type Length of Opening Q O O O Pipe Culvert 0 Driveway eSurface Area Driveway A 8 C IV 3 w O PR SR Surfacing Remarks Case Dropped PP Dropped PP Pipe P Material Station Side Safety Ramp, Curb Curb H Size Length Lt. Rt. HMA PCC or Predetermined* 1 or 2 LF LF FT FT FT FT IN LF LF LF No. SY SY TON 539+11.08 RT C _ 1 37.0 17.0 10.0 _ - 39.6 539+92.00 RT C 2 32.0 26.0 ( 40.8 540+76.22 RT C__ _ 2 25.0 _ 19.8 T 19.2- 541+63.68 RT C 2 15.0 15.0 8•0 544+01.43 RT C 2 30.0 24.0 16.1 544+28.61 RT C 2 19.0 j��- 13.0 9.3 544+72.40 LT C 2 19.0 1 19.0 9.2 550+23.56 RT C __. Z 20.0 .. 14.0-- 38.4 550+48.19 RT C 2 , 25.0 y _ 24.0 56.2 553+48.15 RT C 2 17.0 16.0 33.8 554+82.59 RT C - 2 17.0 44.0 76.1 555+70.86 RT C 2 19.0 36.0 70.4 556+92.81 RT C 2 30.0 21.0 - 53.0 558+13.04 RT C 2 23.0 22.0 - - 564+46.50 RT C 2 30.0 28.0i - - - J -_. _52.1- 79.3- 565+21.23 RT C 2 29.0 27.0 - 74.3 567+04.84 RT C 2 30.0 22.0 46.8 --F, ENGINEER DGWN BY lows an, IowA / SHEET NO -R% NO TMS TMS 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION ESTIMATE 191037 bUllCln9 strong COTTUnIf1eS. North2317 -ELF.En FIELD -10 OCTOBER 2021 Liberty,66-9090MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY BRB FIELDBOOK MSCLURE" STP-U-3775(669)--70-52 C•11 \191037-000\06-0rawings\06 - Plans\C01 dwg 11/3/2021 9:55 AM 113-1 04-16-19 SIDEWALKS See MI-220 and S Sheets Beck of .Curb--F CD Q Intersection/Road Quadrant/Side Length O B S 4" PCC Sidewalk 6" PCC Sidewalk 8" PCC Sidewalk 10" PCC Sidewalk Detectable Warnings Remarks FT FT % SY SY 5Y SY SF BENTON/JEMA BENTON/JEMA BENTON/WILLOWBROOKE BENTON/WILLOWBROOKE_ BENTON/SPENCER BENTON/SPENCER BENTON/SPENCER BENTON/KESWICK _ BENTON/KESWICK BENTON/KESWICK BENTON/TEG .... _ SW 56 SE 54 NW 19.5 NE 19.5 SW 17.7 NW 37.7 NE 34 µ SW _ 17.3_ NW 35.9 NE 38.5 SW 16.5 8.00 ;..-____. 8.00 5.00 31.2 -Yiuil 13.2 6.5 - 7.3 16 16 10 10 10 20 - 10 10 20 10 10 4.8 5.00 10.1 4.3 10.4 7.3 6.1 9.8 5.00 - 5.00 _ 5.00 10.0 �_ 7.5 � 5A 0 11.0 26.6 2.5 10.2 _ 10.0 7.6 6.5 1 5.00 5.00 '_. 5.00 BENTON/TEG SE 38.7 5.00 16.0 16.6 2 BENTO/TE6 _.. NW 39.8 NE 20.5 ? SW 41.8 SE 42.6 NW 25_! _ NW 44.1 NE 20 SW 58.5 SW 33.3_!.. SE 44.7 5.00 21.7 11.6 16.0 3 __. 5.0 5.1 13.8 10 _ 10 ' 10 10 BENTON/WESTGATE BENTON/WESTGATE BENTON/ESTRON BENTON/ESTRON BENTON/ESTRON BENTON/EMERALD . 5.00 5.00 5.00 5.00 18.8 6.3 10 - - 10 22 10 10 i 10 5.00 _ 5.00.1 10.3 5.4 12.4 10.9 10.2 '.._., 10.4 BENTON EMERALD SA BENTON/EMERALD 5.00 14.7 21.7 13.6 9.1 _ BENTON/DENBIGH BENTON/DENBIGN h 5.00 5.00 21.8 5.0 8.4 5.2 BENTON _ NW 15.3 SE 19.7 SW 55.6 SE 201.7 5.00 BENTON BENTON/SUNSET BENTON/SUNSET BENTON/SUNSET BENTON/SUNSET BENTON/STREB BENTON/STREB BENTON/WYLDE GREEN_ BENTON/WYLDE GREEN BENTON/GEORGE BENTON/GEORGE BENTON/GEORGE BENTON/WEEBER BENTON/WEEBER BENTON BENTON/OAKNOLL BENTON/OAKNOLL BENTON/OAKNOLL BENTON/OAKNOLL BENTON -� BENTON/BENTON DR. BENTON/BENTON DR. BENTON/BENTON DR. BENTON BENTON GREENWOOD 5.00 38.1 106.3 11.410 13.5 13.9 ' 5.00 - - 20 5.00 20 20 _ 20 Combined sidewalk and retaining wall in 108-16 10 ' _. 19 10 NW 43.5 NE 229 NW 28.5 NE 42 SW 16.2 SE 28.5 _t NW 63.7 NE 51.8 S 122.7 SW 170.2 SE 91.5 5 99.5 5.00 27.8 10.0 5.00 _ 13.1 1 5.00 _._ 8.3 5.7 9.11 8.3 69.9 7.4 - 28.7 5.4 5.4 30.0 36.2 9.5 5.00 5.00 5.00 10 1 5.00 10 5.00 10 5.00 5.00 - 82.8 5.1 10 5.00 42.8 - 8.3 55.3 15.0 _ 5.2 2.5 - 6.2 32.5 55.2 174.8 12.4 137.3 17.8 _ 4.9 8.4_ 30.7 86.1 14.8 10 _ _ - 10 10 5.00 NW 41.9 5.00 NE 15 SW 57.7 SE 99.8 - S 98.7 SW 320.3 SE 257.2 NE 15 S 47.7 SE 186 5.00 , 5.00 - 5.00 I - 5.00 - 5.00._1 10 5.00 , 20 5.00 _ 10 5.00 - '.. i 5.00- 10 04-15- SIDEWALK CONSTRAINTS ons: Widths listed in the S sheets are minimums. Cross Slopes: Construct all sidewalks, curb ramps, and landings/turning spaces at a target cross slope of 1.5%. Cross slopes exceeding 2.0% will not be allowed, except for areas tying into existing pavement. In these areas, transition from existing pavement cross slope to a cross slope of less than 2.0% within one panel at a rate not to exceed 1.0% per foot. Longitudinal Slopes: a. Sidewalk: 1. Roadway slope exceeds 5.0%: Sidewalk longitudinal slope exceeding the roadway slope by more than 2.0% will not be allowed. ii. Roadway slope 5.0% or less: Sidewalk longitudinal slope exceeding 5.0% will not be allowed. b. Ramps: i. Ramps 15.0' in length or less: Longitudinal slope exceeding 8.3% will not be allowed. ii. Ramps greater than 15.0' in length: Construct with the longitudinal slope necessary to conform to the design. Landing/Turning Spaces: ry O a XZ N RE il0"5 ENGXEER oRnw"Rv IOWA CITY, IOWA /� st�Two 191037 . TMS TMS INS S � 1740 Lini.ge, Lone, Suite 100 BENTON STREET REHABILITATION ESTIMATE North Liberty, 1- 52317 CHECKED R1' nEtu woR r+o. OCTOBER 2021 building StI'On9 communities. S. 319-626-9090 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY BRB FIELDBOOK MSC L U R E- STP-U-3715(669)--70-52 C.12 P:\191037-000\06-Drawings\06 - Plan,\COI.dwg 11 /3/2021 9:55 AM fNGHEFI DRI,wN lY IOWA CITY, IOWA TMS TMS 191037 <HE RB eY IELDB a Ho OCrOBER 2021 BRB FIELDBOOK • � 1740 uninger Lone, Suite 100 building strong communities. Noah Liberty, Iowa 52317 M � C L U R E . 319-626-9090 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ESTIMATE OF QUANTITIES CITY OF IOWA CITY sHm Ho CA 3 108-22 04-16-13 PAVEMENT MARKING LINE TYPES See PM-110 *BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. **NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field. BCY4: Broken Centerline (Yellow) @ 0.25 DCY4: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1.25 BLW4: Broken Lane Line (White) @ 0.25 ELW4: Edge Line Right (White) @ 1.00 ELY4: Edge Line Left (Yellow) @ 1.00 SLW2: Stop Line (White) @ 6.00 CBW6: Crosswalk Bar (White) @ 15.00 0 0 CHY8: Channelizin Line Yellow 2.00 CHW8: Channelizin Line White 2.00 BIKE BOX Green 1.00 Location Length b Line Type Unfactored Road ID Station to Station Dir. of Travel Marking Type Side BCY4* DCY4 NPY4** BLW4 ELW4 ELY4 SLW2 CBW6 DLW6 SLW6 CHY8 CHWS Remarks L C R STA STA STA STA STA STA STA STA STA STA STA STA 0 STA STA Benton 501+92.00 501+92.00 NB _ Highbuild Waterborne Paint X Benton 501+98.00 502+65.00 EB � Highbuild Waterborne Paint ._ X Benton 501+99.00 501+99.00 WB I Highbuild Waterborne Paint X Benton 501+99.00 502+74.00 WB � Highbuild Waterborne Paint X Benton_ 501+99.00 503+28.00 BOTH ; Highbuild Waterborne Paint X Benton 501+99.00 502+98.00 WB Highbuild Waterborne Paint X Benton 502+65.00 503+28.00 EB Highbuild Waterborne Paint Benton 502+86.00 507+67.00 WB Highbuild Waterborne Paint Benton 503+91.00 507+67.00 BOTH r Highbuild Waterborne Paint X -- � Benton _ 503+91.00 517+75.00 EB Highbuild Waterborne Paint .. X Benton 508+29.00 509+82.00 WB Highbuild Waterborne Paint _ X Benton 508+29.00 509+82.00 BOTH � Highbuild Waterborne Paint X Benton_ 510+40.00 515+90.00 WB _ Highbuild Waterborne Paint X _ Benton _ 510+40.00 515+90.00 BOTH Highbuild Waterborne Paint X Benton 516+49.00 521+19.00 WB }� Highbuild Waterborne Paint X Benton 516+49.00 ._ 517+75.00 BOTH _ Highbuild Waterborne Paint X _ Benton 518+60.00 526+16.00 EB � Highbuild Waterborne Paint _ X Benton � 518+60.00 �521+19.00 BOTH ) _ Highbuild Waterborne Paint ._ X Benton 522+05.00 527+40.00 WB t Highbuild Waterborne Paint X Benton 522+05.00.., 526+16.00 BOTH ! Highbuild Waterborne Paint X Benton 526+92.00 527+41.00 BOTH Highbuild Waterborne Paint X Benton 527+03.00 527+41.00 EB �- Highbuild Waterborne Paint X Benton 527+48.00 527+48.00 SB � Highbuild Waterborne Paint _ X Benton 527+53.00 529+27.00 EB I_ Highbuild Waterborne Paint X Benton 527+63.00 528+06.00 WB � Highbuild Waterborne Paint Benton 528+31.00 _ 528+81.00 WB I Highbuild Waterborne Paint Benton 528+31.00 529+27.00 BOTH �__ Highbuild Waterborne Paint X_ Benton 528+81.00 534+68.00 WB I Highbuild Waterborne Paint X _ Benton_ 530+08.00 _ 534+69.00 EB � Highbuild Waterborne Paint Benton 530+08.00 534+69.00 BOTH � Highbuild Waterborne Paint _ (_ X Benton 534+76.00 534+76.00 BOTH Highbuild Waterborne Paint � X Benton 534+84.00 541+70.00 WB Highbuild Waterborne Paint X � Benton 534+84.00 538+90.00 BOTH i Highbuild Waterborne Paint X _ Benton 534+84.00 1 540+20.00 EB I Highbuild Waterborne Paint Benton _ 538+90.80_� 540+70.00 BOTH 7 Highbuild Waterborne Paint _ X Benton 540+20.00 y_ 541+69.00 EB Highbuild Waterborne Paint X_ Benton__ 540+70.00 I 541+69.00 EB Highbuild Waterborne Paint _ X Benton 540+70.00 � 541+69.00 BOTH � Highbuild Waterborne Paint _ X Benton541+69.00 � 541+69.00 EB � Highbuild Waterborne Paint � X Benton 541+97.00 542+55.00 EB _Highbuild Waterborne Paint X Benton542+00.80 542+50.00 WB Highbuild Waterborne Paint X Benton_ 542+83.00 544+98.00 BOTH Highbuild Waterborne Paint X Benton 542+83.00 545+67.00 EB Highbuild Waterborne Paint X Benton_ 542+83.00 _ 543+80.00 WB Highbuild Waterborne Paint X Benton_ 542+84.00 544+04.00 WB _ Highbuild Waterborne Paint X Benton 542+84.00 A� 542+84.00 WB Highbuild Waterborne Paint X Benton__ 544+04.00.1- 544+98.00 WB ? _ Highbuild Waterborne Paint X Benton 545+53.00 549+17.00 WB � Highbuild Waterborne Paint _ X_. Benton 546+19.00 551+92.00 EB � Highbuild Waterborne Paint X Benton 546+19.00 549+17.00 BOTH Highbuild Waterborne Paint _ X Benton _ 549+72.00_ 555+31.00 WB Highbuild Waterborne Paint X Benton_ 549+72.00 i 551+92.00 BOTH � Highbuild Waterborne Paint X Benton _ 552+66.00 � 561+29.00 EB Highbuild Waterborne Paint_8.63 Benton 552+66.00 _� 555+31.00 BOTH Highbuild Waterborne Paint _ ! X Benton 555+81.00 ,_ 566+96.00 WB Highbuild Waterborne Paint � X Benton 555+81.00 561+29.00 BOTH � Highbuild Waterborne Paint _ X Benton 562+10.00-�566+96.00 EB Highbuild Waterborne Paint X Benton 562+10.00 I 563+30.00 BOTH Highbuild Waterborne Paint X Sunset 100+00.00 100+83.00 NB Highbuild Waterborne Paint X ' Sunset_ 100+00.00 �_ 100+83.00 BOTH � Highbuild Waterborne Paint _ X Sunset 100+83.00 � 100+83.00 NB � Highbuild Waterborne Paint X Sunset 101+04.00 +-- 101+47.00 NB � Highbuild Waterborne Paint X Sunset_ _ 101+07.00 101+50.00 SB � Highbuild Waterborne Paint X Sunset 101+80.00 102+95.00 BOTH + Highbuild Waterborne Paint _ X Sunset_ 101+80.00 102+26.00 SB } Highbuild Waterborne Paint X._ Sunset 101+80.00_r 101+80.00 SB Highbuild Waterborne Paint _ - Pay Factor Highbuild Waterborne Paint � 0.48 ' __ CROSSWALK STRIPING T BIKE LANE STRIPING STOP BAR BIKE LANE STRIPING DASHED CENTERLINE TURN LANE STRIPING BIKE LANE STRIPING BIKE LANE STRIPING DASHED CENTERLINE BIKE LANE STRIPING BIKE LANE STRIPING DASHED CENTERLINE BIKE LANE STRIPING DASHED CENTERLINE __ BIKE LANE STRIPING DASHED CENTERLINE _ BIKE LANE STRIPING DASHED CENTERLINE BIKE LANE STRIPING } DASHED CENTERLINE DASHED CENTERLINE BIKE LANE STRIPING i CROSSWALK STRIPING i BIKE LANE STRIPING i CROSSWALK STRIPING T BIKE LANE STRIPING DASHED CENTERLINE ! BIKE LANE STRIPING 1 BIKE LANE STRIPING DASHED CENTERLINE _ CROSSWALK STRIPING BIKE LANE STRIPING DASHED CENTERLINE _ BIKE LANE WIPING DASHED CENTERLINE r Bil(E LANE STRIPING TURN LANE S, IPING DASHED CEI�TLINE STOP BAR �`• ZROSSWALK STRIPING GROfSWALKCSiRIPING i DASHED CENTERLINE BxK� LANE,�55JRIPING IcTURN LANE -STRIPING $ZKE tANE�TRIPING STOP BAR •• BIKE LANE•9TRIPING BIKE LANE�`STRIPING BIKE LANE STRIPING DASHED CENTERLINE BIKE LANE STRIPING 'I DASHED CENTERLINE BIKE LANE STRIPING DASHED CENTERLINE t BIKE LANE STRIPING I DASHED CENTERLINE BIKE LANE STRIPING DASHED CENTERLINE TURN LANE STRIPING i DASHED CENTERLINE STOP BAR ? CROSSWALK STRIPING r CROSSWALK STRIPING DASHED CENTERLINE 1 TURN LANE STRIPING STOP BAR _ I Total New Striping 346.78875 0.67 0 27 0.75 1.29 0.99 _ 0.63 4.81 a 3.76 13.84 _ 1.53 1.53 5.50 r _5_50 _ 1.26 4.70 ! 7.56 ! 2.59.E 5.35 _ 4.11 0.49 0.38 0.31 1.74 _ _ 0.43 0.96 5.87 I 0.32 4.61 4.61_ _ .. 6.86 4.06 _ 5_.36 � 4.11 1.49 0.99 0.99 0.27 0.58 0.50 2.15 2.84 0.97 _ _ 1.20 0.28 0.94 _ 3.64 2,98.! 5.73 1 - S 59 � 2.20 - - i 5.48 11.15 I 4.86 1.20 0.83 _ 0.83 0.25 0.43 1.15 0.46 2.00 8.48 0.33 6.00 8.40 � 1.00 1.00 15.00 52.20 0.38 1.50 _ 2.00 1.73 168.18 t 8.22T 1.00 0.25 2.00 1.25 0.25 99.58 ____ 10 - 2 04-16-13 PAVEMENT MARKING LINE TYPES See PM-110 *BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. **NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field. 9CY4: 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 0 0 CHY8: Channelizin Line Yellow 2.00 CHW8: Channelizin Line White 2.00 BIKE BOX Green 1.00 Location Length b Line T e Unfactored Remarks Road ID Station to Station Dir. of Travel Marking Type Side BCY4* DCY4 NPY4** BLW4 ELW4 ELY4 SLW2 CBW6 DLW6 SLW6 CHYS CHW8 L C R STA STA STA STA STA STA STA ISTA STA STA STA STA 0 STA STA REMOVALS Benton 501+95.00 502+05.001 WB 102+96.00 1 BOTH X X STRIPING NEAR INTERSECTION CENTERLINE Removal of Paint 0.10 0.10 Sunset 101+80.00 Removal of Paint 1.16 _ Pay Factor 0.25 2.00 1.25 0.25 1.00 1.00 6.00 15.00 0.38 1.50 2.00 2.00 1.00 Total Removals Total Length Factored - Removals 2.52 0.20 2.72 108-29 04-21-15 PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM -ill Identification Location I J`I I *R ` X a�0 ( �'� SCHOOL XIN6 STOP AHEAD ONLY BIKE LANE EXIT Groove Remarks Station Side STAW RTAW LTAW CSRW CSLW CSTW CRLW FERW LLRW RLRW I RRCW BLSA WCSW WPSB SCLW XNGW STPW AHDW ONLW BIKW LANW XITW EACH Sunset _j Sunset . 100+58 C I 102+05 C 1 Benton 502+36 C 1 - _Benton 502+95 L _ 1 Benton 502+96 R 1 Benton 503+07 L 1 Benton 503+08 R 1 Benton 507+42 L s 1 Benton 507+54 L 1 Benton 509+58 L 1 Benton 509+70 L 1 c Benton 515+65 L 1 --- Benton 515+77 L r- k 1 Benton 518+72 R Benton 518+84 R 1 -- Benton 520+95 L 1 �. Benton 521+07 L 1 Benton _ 527+15 L 1 Benton _ 527+15 R _ 1 Benton 527+27 L 1 Benton 527+27 R 1 -71 Benton_ 530+20 R I1 ^^� Benton Benton540+69 530+31 R L 1 1 _ -_____ _.__._. ____ _._.___.__ ___._,_.._._ .- ___...... _.. __ __ ,_,__ _.___ _. _ ...... .._._-.._ _- Benton 540+81 L 1 Benton 540+96 C 1 Benton_ 541+44 C 1 Benton 543+09 _ C Benton 543+59 C __ 1 Benton 543+78 R 1 Benton 543+90 R 1 Benton 546+32 R - Benton 546+44 R 1 I J Benton 548+92 L 1 Benton _. 549+04 L t 1 �_W Benton_ _� 552+78 R 1 Benton 552+90 R 1 Benton I 555+06 L 1 _._. Benton 555+18 L 1 Benton ' 562+23 R 1 Benton 562+35 R 1 I Benton 566+71 L 1 _fi I - � - -- -- - -- - - - -- - Benton 566+83 L 1 Totals 18 7 - 18 EHcwEER DRAwN BY IOWA CITY, IOWA TMS TMS 191037 cHECBED er f1EID.00B HD. OCT09ER 2021 ERB FIELDBOOK RE zioHs � - � 'It�� 1740 uninge. Lone, S.i1e 100 building StfOn9 communities North Liberty, Iowa 52317 MSC L U RE � 319-626-9090 , � o BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ESTIMATE OF QUANTITIES CITY OF IOWA CITY snEEr HO C.14 P:\191037-000\06-0rawings\06 - P1ane\C0I.dwg 11 /3/2021 9:56 AM 262-6 10-18-05 UTILITIES EACH NOT A POINT 25 PR07ECT This is NOT a POINT 25 project and is not subject to the rovisions of IAC 761-115.25. c �� C k C C i Te tV eHewB:e at— Or IOWA CITY, IOWA eensaHs per SHEET Wt TMS TMS 191037 tHEceEo er nEin eoo¢Ho. OCTOBER 202, - �"i bUllCiln9 SffOn9 communities, MSC L U R E � 740 Lininger Lane, Suite 100 North Library, Iowa 52317 319-626-9090 BENTON STREET MORMON TREK REHABILITATION TO GREENWOOD DR ESTIMATE OF QUANTITIES CITY OF IOWA CITY C.1 5 BRB FIELDBOOK STP-U-3715(669I--70-52 190-51 10-15-13 MATERIALS FOR TYPE 'A' SIGNS TYPE A SIGNING TYPICALS SIGN NUMBER DIR OF TRAVEL SIGN LOCATION WOOD POSTS PERFORATED SQUARE STEEL TUBE eel Rect. Tube TYPE A SIGN MOUNTING BRACKETS INSTALLATION LNO. POST LENGTH ANCHORSREMARKS N0. OFLEG POSTS 4 x 6 ONE POST BRACKET TWO POST AUXILIARY OH OF F1 TYPE DIM 'X' FT SEE SIGNING NOTES STATION 1 LEG 2 LEG 1 LEGLEGCHOR FT FT FT FT FT CONC SOIL SLIPBASE FT EACH R10-15A _WEST R03-17 EAST R3-17AP EAST _ R03-17 WEST — R03-17 EAST _ 502+14 503+03 503+03 509+71 _ 510+84 I 13 BENTON BENTON BENTON BENTON BENTON 12 12 12 R03-17 WEST R03-17 EAST RELOCATED 505-03 WEST RELOCATED R07-01 WEST 501-01 WEST W16-07PL WEST 501-01 A—UT W16-07PL527+54BENTON RELOCATED W@1-04L R03-17 EAST SOLAR PWR LED 501-01 EAST SOLAR PWR LED W16-07PL ' EAST SOLAR PWR LED S01-01 WEST SOLAR PWR LED W16-07PL WEST_ SOLAR BEACON 501-01 WEST SOLAR BEACON W16-09P WEST R03-17 WEST _ R03-17 EAST _ WEST R03-17 EAST R03-17 WEST R03-17 EAST R03-178P EAST R03-17 WEST ___.__ R03-17AP WEST 518+78 522+33 12 1 1 BENTON BENTON BENTON-RELOC BENTON-RELOC BENTON BENTON BENTON-RELOC BENTON BENTON BENTON BENTON BENTON BENTON _ BENTON BENTON BENTON BENTON BENTON BENTON BENTON BENTON BENTON BENTON 12 13 1 526+20 526+20 527+40 13� 1 527+40 527+54 13BENTON i 1 1 1 528+54 13 532+71 12 534+69 13 534+69 534+84 534+84 538+06 13 538+06 539+30 12 1 1 1 543+84 12 � 1 1 548+20 12� 1 552+85 12 557+85 565+96 12 � 13 565+96 566+32— 566+32 _ 1 1 R04-11 — EAST 568+50 13 TOTAL ,= _ 275 1 I 1 BENTON 22 31 190-62 10-15-13 EXISTING SIGNS TO BE REMOVED SIGN NUMBER OR DESCRIPTION LOCATION STATION DIRECTION OF TRAVEL TYPE 'A' SIGN ASSEMBLY TYPE 'B' SIGN ASSEMBLY REMOVE & REINSTALL EXISTING SIGNS CONCRETE FOUNDATION SUPPORT STRUCTURE & FOUNDATION APPLICABLE SIGNING REMARKS NOTES TYPE 'A' RR TYPE RR RA RB RF RS EACH EACH EAH EACII W11-02 514+41 W36-01P 514+41 EB EB 1 Furnish to City Furnish to City 1 W11-02 514+94 W16-01P 514+94 W11-02 524+27 _ W16-01P 524+27 505-03 526+92 WB 1 Furnish to City WB 1 Furnish to City Furnish to City Furnish to City Move to 526+20, WB EB 1 EB 1 WB 1 1 R07-01 526+92 _ WB 1 Move to 526+20, WB _ W01-04L 528+16 _ W09-01R 540+29 W11-02 560+34 W36-01P 560+34 W31-02 565+99 W16-01P 565+99 EB —1 1 Move to 528+54, EB Furnish to City Furnish to City Furnish to City Furnish to City Furnish to City EB — 1 EB 1 EB 1 WB 1 WB 1 190-66 10-21-14 SUMMARY OF TYPE 'A' SIGNS Sign Number Quantity Size Total Sign Area EACH IN SF R03-17 12 24 X 18 36.0 R03-17AP 3 _ 24 X 8 _4 0_ R03-176P R04-11 1 1 24 X 8 1 3 30 X 30 R10-15A 1 30 X 30 6.3 R10-11 0 36 X 48 0.0 501-01 S 36 24 X 36 X 12 _ 33.8_ 8.0 W16-07PL 4 W16-09P 1 24 X 12 2.0 Total 97.6 -T r:\IYIUJ/-uvuwo-urangswo-rians— i.awg iiiaizuzi r.ao .wn 259-11 10-15-13 259-1 10-15-13 259-1 10-15-13 259-1 10-15-13 SIGNING NOTES The tollowing tolerances will be allowed on all signs: Accumulation error of not greater than +/-0.50" per line of copy, not greater than +/-0.50" for spacing between lines of copy, and the margin between lines of copy and the inside edge of the sign border. The following tolerances will be allowed on each letter or numeral: nominal height variation in height variation in width 4" thru 12" -1/8" to +3/8" -1/4" to +1/4" over 12" -1/8" to +3/8" -3/8" to +3/8" Type B signs can be separated into two categories: - Major Guide Signs. - Minor Guide Signs. Major Guide Signs include the advance and exit direction guide signs for an interchange or intersection. Minor Guide Signs include all other guide signs such as NEXT EXIT signs, supplemental guide signs, logo signs, exit gore signs, post -interchange mileage signs, ramp destination signs, and ramp logo signs for an interchange, as well as destination signs along sideroads. Type A signs are not separated into categories, but special consideration should be given to regulatory signs. Do not remove Type B signs until replacement signs have been installed. If construction activities require the removal of a sign, the existing sign may be relocated to temporary posts, or a temporary plywood sign may be installed to replace the existing sign. Existing non -regulatory Type A signs are NOT required to remain in place until installation of replacement signs. Existing regulatory Type A signs, particularly Stop signs, should not be removed until replacement signs are installed. This guideline may not apply if the traffic control plans have sufficient temporary signing. Apply the following during the replacement or modification of signs: - No more than one of the major guide signs for each direction of travel at an interchange out of service at any one time. - No major guide sign out of service for more than 8 hours. - No minor guide out of service for more than 24 hours. Remove existing signs and posts within 24 hours following the installation of a new replacement sign. In any case where the plans call for a new sign and posts to be installed at the same station location and offset as an existing sign, install the new posts at a minimum of either 5 ft ahead or behind the existing sign installation. Whenever posts for a replacement sign are erected directly in front of an existing sign, install the new replacement sign and remove the existing sign installation within 24 hours of the time that the new posts are erected. Where signs are located behind guardrail, locate the near edge of the sign a minimum of 3 ft behind the guardrail posts. The Engineer may approve reducing this distance to a minimum of 1 ft where field conditions warrant. Unless noted otherwise, leave auxiliary panels, such as exit number panels, in place or reattach to the sign using the existing mounting hardware. Also, when replacing an existing logo sign with a new logo sign, remove the business logo panel(s) from the existing sign and attach to the new sign as directed by the Engineer. Do not damage the auxiliary or logo panels when removing and reattaching them. This work is incidental to other work and no separate payment will be made. SIGNING NOTES The following notes apply to the corresponding sign installations shown on the plan sheets and listed in the tabulations. IB INSTALL NEW TYPE B SIGN IA INSTALL NEW TYPE A SIGN Install new signs at the location identified in the plans. For installation of new signs on existing posts: - if the new sign is taller than the existing sign, furnish the necessary hardware to extend the sign above the posts. Refer to Standard Road Plan SI-132. - if the new sign is shorter that the existing sign: for wood posts and perforated square tube posts, install the sign at the proper height and cut off the excess post length. for steel posts, install the sign at the top of the posts. For installation of new signs on an existing sign support structure, refer to note (L). Payment for installing Type A signs or Type B signs includes furnishing hardware for mounting, extending signs above existing posts, and cutting off wood posts. MS MODIFY EXISTING SIGN Modify the copy on the existing sign as shown in the plans. Deliver existing copy which is removed to a DOT storage area within 50 mi, as designated by the Engineer. Install the new copy as needed to make sign modifications. Payment for Modification of Existing Sign includes removal of existing copy and installation of new copy. MB INSTALL SPECIAL MOUNTING BRACKET Install special mounting brackets at the locations identified in the plans. Refer to Tabulations 190-10, 190-51, and/or 190-65. PW INSTALL NEW WOOD POSTS PB INSTALL NEW BREAKAWAY STEEL POSTS AND FOOTING PP INSTALL NEW PERFORATED SQUARE TUBE POSTS AND ANCHORS Install new wood posts, breakaway steel posts and footings, or perforated square tube posts and anchors at the locations indicated in the plans. Refer to Tabulations 190-51 and 190-50 for post size and footing information. If note (RR) accompanies (PW), (PS), or (PP), install an existing sign on the new posts. RR REMOVE AND REINSTALL SIGN: Do not remove existing major Type B guide signs on posts until the new posts are installed. Promptly remove sign and install at the new location. Existing major Type B guide signs on overhead support structures, minor Type B guide signs, plywood signs, and Type A signs may be removed and stored. Transport the signs to a DOT storage area within 50 mi, as designated by the Engineer. Transport the signs back to the job site when ready for installation at the new location. Replace signs damaged by the Contractor's activities at no additional cost to the Contracting Authority. SIGNING NOTES Payment ror Kemove an0 Keinstaii sign lncivaes sign removal, delivery to the DOT storage area (if applicable), and reinstallation. RA REMOVE TYPE A SIGN ASSEMBLY RB REMOVE TYPE B SIGN ASSEMBLY Type A Sign Assembly consists of one or more signs installed on one or more wood posts, either directly mounted to the post or mounted to the post with special sign mounting brackets. Type B Sign Assembly consists of the main sign, all auxiliary signs and brackets, and the wood or steel posts. Unless stated otherwise in the plans, remove all posts with the signs and brackets. Remove each sign assembly identified in the plans. Sign posts removed become the property of the Contractor. All other materials removed remain the property of the DOT. Disassemble each sign assembly removed before delivering to the DOT. For Type A sign assemblies, unbolt all signs, special mounting brackets, and posts from each other. For Type B assemblies, unbolt all extruded aluminum panels, brackets, and posts from each other. Do not damage the disassembled materials. Place backfill in holes remaining from the removal of wood posts and restore to the normal surrounding conditions. Deliver the removed signs, special sign mounting brackets, and extruded aluminum panels to a DOT storage area within 50 mi, as designated by the Engineer. The concrete footings for steel posts are not considered part of the sign assembly. Refer to note RF for concrete footing removal. Payment for Removal of Type A Sign Assembly or Removal of Type B Sign Assembly includes sign assembly removal and disassembly, post removal (if applicable), delivery to the DOT storage area, placing backfill in holes, and restoration of the surrounding conditions. RF REMOVE EXISTING CONCRETE FOOTING FOR STEEL POST Remove existing concrete footings to a depth of 1 ft below ground. Place backfill in holes remaining from removal and restore to the normal surrounding conditions. This work is incidental to other work and no separate payment will be made. RS REMOVE EXISTING TYPE B SIGN SUPPORT STRUCTURE The following are considered Type B Sign Support Structures: Overhead sign truss and foundation, Cantilevered sign truss and foundation, or Bridge mounted brackets. For removal purposes, wood and steel post are not considered Type B Support Structures. Unless stated otherwise in the plans, existing overhead trusses, cantilevered trusses, and bridge brackets which are removed become the property of the Contractor. If stated in the plans, deliver overhead trusses, cantilevered trusses, and bridge brackets to a DOT storage area within 50 mi, as designated by the Engineer. Payment for Removal of Sign Support Structure and Foundation includes sign support structure removal, delivery to the DOT storage area (if applicable), and restoration of the surrounding conditions. L MODIFTY SIGN SUPPORT ANGLES NEEDED TO INSTALL SIGNS ON EXISTING SIGN SUPPORTS STRUCTURES Refer to the sign support structure details for information on the required angle brackets. Provided all specifications are met, the existing sign support angles may be rPuced- Tnstall Pxistina sign alnnort angles to be SIGNING NOTES reused only on the sign support structure trom which they were removed. Sign support angles removed and not reused become the property of the Contractor. When reusing the existing sign support angles with a shorter replacement sign, the sign support angles may need to be trimmed. Refer to the sign support details to determine if and where to trim the sign support angles. Do not use existing fasteners. Use new stainless steel bolts and nuts to install the existing or new sign support angles to the sign support structure. Removal of existing sign support angles is incidental to removal of the sign. Reinstalling and/or modifying existing sign support angles; furnishing and installing new sign support angles (if required); and furnishing and installing new fasteners is incidental to work associated with Type B signs. SIGN INSTALLATION QUALITY CONTROL NOTES Post lengths have been derived from the proposed grading cross sections. Field verify post lengths. Slight differences between the design template and the actual conditions should be expected. These variations should be resolved by doing some localized shaping and grading. Obtain material needed to meet the site requirements of SI-113 from the footing excavation and/or the area immediately adjacent to the footing. Ensure reshaping work does not substantially change foreslopes or the drainage in the vicinity of the sign. Significant differences between the design template and the actual field conditions need to be resolved in this manner: Survey the location and draw the actual template on the cross section. Recalculate each post length and compare to the maximum allowable leg length. If all of the maximum leg lengths are less than or equal to the maximum allowable leg length, then the proposed post design will be sufficient. If any leg is greater than the maximum allowable leg length, then submit the cross section with the actual template drawn (including offsets and elevation from the survey shown) to the Engineer. The Engineer may forward this information on to the design Engineer in order to complete a new post design. Install the footings, stub posts, and posts according to the following tolerances: -elevation difference from the edge of pavement to the bottom of the sign within 6 inches of the dimension shown. -elevation difference of less than 2 inches between the top of the highest post and the lowest post at a site. Footing construction is the controlling activity that substantially affects the quality of the site installation. Verify the elevation difference between the stubs is exactly the same as the elevation difference between the post lengths. If the Engineer requests, submit documentation detailing the site field chnts in —1— to -if,, cite inctallatinn. ry r.�C'. ..` �. C rri MIDI` M N r ENGINEER De-i er eEYISIONS sown arr, iowA / I' I % ` sNEET No TMS TMS 191037 t 7<o uo�NgeE Lane, 5"ae 10o BENTON STREET REHABILITATION ESTIMATE eNEteEo er 9Ew eooe No. OCTOBER 2021 building SifOng communities North Liberty, Iowa 52317 CITY OF IOWA CITY BRB FIELDBOOK MIC C L U R E 319-626-9090 MORMON TREK 5( GREENWOOD DR OF QUANTITIES C-1 C STP-U-3715(669)--70-52 V \I vI u.f/-uuuwo- m—rigs wo- riorsNw i.awg II/j/e u<i r:-n t� ty _ C) -aei....j _ CJ ^�, t ;7 j C "1 fNGNFER DRnWN lv IOWA CITY, IOWA RE'SIONs ' SHEET NO TMS TMS 191037 ''9q 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION ESTIMATE crrfcEfo oY FIELD EOOI NO. OCTOBER 2021 M C L U R E building S1fOn9 co nlmvnrti� North L19-62betY, -90 52317 319-626-9090 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY CA 7 BRB FIELDBOOK STP-U-3715(669)--70-52 REMOVAL OF EXISTING APPURTENANCES 104-SB Remove Modified No. Station Offset Notes RH1 561+41.28 23.69' RT REMOVE HYDRANT ASSEMBLY RH2 567+25.91 18.84' RT REMOVE HYDRANT ASSEMBLY RV1 549+59.56 13.37' LT REMOVE 6" GATE VALVE RV2 SSs+99.66 18.46' LT REMOVE 6" GATE VALVE RV3 sS6+60.46 22.18' RT REMOVE 6" GATE VALVE RV4 560+42.21 18.45' RT REMOVE 6" GATE VALVE RVS 560+49.12 22.50' RT REMOVE 6" GATE VALVE RV6 561+35.13 20.36' RT REMOVE 6" GATE VALVE RV7 561+43.57 22.00' RT REMOVE 6" GATE VALVE RV8 561+58.07 19.67' RT REMOVE 6" GATE VALVE RV9 561+98.56 29.51' RT REMOVE 6" GATE VALVE RV10 567+17.33 8.66' RT REMOVE 6" GATE VALVE RV11 567+24.22 10.12' RT REMOVE 6" GATE VALVE RV12 567+25.81 11.40' RT REMOVE 6" GATE VALVE Note: shall All items shall be salvaged and delivered to the City of Iowa City water Division. Contractor provide continuous water service to affected customers Burin construction. LIST OF WATER MAIN FITTINGS TAB 104-SB FITTINGS No. station Offset Size Inches Type Notes 1 660+05.96 26.14' RT 12" 22.5 DEG 2 650+14.81 22.47' RT 12" 22.5 DEG 3 552+16.86 22.50' RT 12"x6" TEE 4 552+40.86 35.64' LT 6' 45 DEG 5 552+45.92 30.49' LT 6" 45 DEG 6 553+13.76 29.78' LT 6"x6" TEE 7 553+15.64 29.76' LT 6" 45 DEG 8 553+17.02 31.12' LT 6" 45 DEG 9 557+10.70 32.54' LT 6"x6" TEE 10 557+53.19 22.61' RT 12" 11.25 DEG 11 557+72.31 18.82' RT 12" 11.25 DEG 12 557+92.31 19.03' RT 12" 11.26 DEG 13 658+09.15 22.57' RT 12" 11.25 DEG 14 561+53.24 18.50' RT 12" 45 DEG 15 561+57.24 22.50' RT 12" 45 DEG 16 561+98.69 22.50' RT 12"x6" TEE 17 563+32.12 34.42' LT 6" TEE 18 563+32.21 31.31' LT 6" 45 DEG 19 563+36.41 27.05' LT 6" 46 DEG 20 563+86.90 22.54' RT 12"x6" TEE 21 567+17.31 22.50' RT 12"x6" TEE 22 567+17.52 10.09' RT 6"x6" TEE 23 567+67.83 23.90' RT 12" CAP PLUG AND ABANDON EXISTING WATER MAIN 104-56 Plug and Abandon Modified No. Station Offset Notes PA1 549+59.56 13.37' LT Cap 8" x 6" Tee PA2 552+15.86 22.50' RT 6" PA3 556+60.46 22.50' RT 6"; Remove bate Valve per Sheet D.12 PA4 557+10.70 31.44' LT 6" PA5 562+10.38 16.56' RT 6" 104-56 WATER MAIN le/ze/zels LIST OF WATER MAIN No. Begin Station Begin Offset End Station End Offset Pipe Diameter Design Length Notes IN FT WMi 550+03.96 24.03' RT 567+67.83 23.90' RT 12 1763.9 Refer to MWM Sheets WM2 552+40.86 35.54' LT 553+17.07 32.69' LT 6 76.2 PVC; Refer to MWM.01 WM3 553+13.76 29.78' LT 553+13.77 22.52' RT 6 65.0 PVC; Refer to MWM.OS WM4 561+98.69 22.50' RT 561+98.69 41.78' RT 6 19.3 PVC; Refer to MWM.03 WMS 563+85.90 22.54' RT 563+85.79 29.91' RT 6 7.4 PVC; Refer to MWM.03 WM6 567+17.31 22.50' RT 567+17.33 8.66' RT 6 13.8 PVC; Refer to MWM.04 WM7 567+17.52 10.09' RT 567+24.23 10.09' RT 6 6.7 PVC; Refer to MWM.04 BID QUANTITIES INCREASED TO: Total 12" DIP Water Main 1763.9 1,800 Total 6" PVC Water Main 188.4 200 CONNECT TO EXISTING WATER MAIN 104-SB Connect to Existing Watermain Modified No. Station Offset Notes CE1 550+03.96 26.14' RT 12" CE2 552+15.86 32.50' RT 6" CE3 553+16.99 31.57' LT 6" Water Service (Refer to Tabulation) CE4 557+10.70 31.44' LT 6" Water Service (Refer to Tabulation) CES 560+39.25 34.09' LT 4" Water Service (Refer to Tabulation) CE6 561+98.69 41.78' RT 6" CE7 563+32.13 27.06' LT 4" Water Service (Refer to Tabulation) CES 563+85.88 29.91' RT 6" CE9 566+49.82 33.97' RT 4" Water Service (Refer to Tabulation) CE10 567+17.33 8.66' RT 6" CE11 567+24.23 10.09' RT 6" - - --- - 104-5B HYDRANT 10-20-2015 LIST OF HYDRANT ASSEMBLIES No. Station Offset Notes H1 552+66.77 20.12' RT H2 555+29.12 19.67' RT H3 557+16.00 31.33' LT H4 558+31.36 20.03' RT HS 661+46.41 35.43' RT H6 563+26.12 33.66' LT H7 564+18.24 20.16' RT HS 567+24.22 19.94' RT NOTE: Station and offset are the center of turnip nut. REMOVAL OF EXISTING WATER MAIN 104-SB Remove M1 Modified No. Begin Station Offset End Station Offset Length (LF) Notes RWM1 560+42.17 20.70' RT 562+22.96 15.76' RT 180.8 REMOVE AFTER 12" WM CONSTRUCTION RWM2 561+43.55 23.87' RT 562+00.88 27.88' RT 67.3 REMOVE AFTER 12" WM CONSTRUCTION BID QUANTITIES INCREASED TO: Total Water Main Removal 238.1 240 P:\191037-000\06-Drowings\06 - Plans\COi.Elwg 1 1 1Jr4ut 1 r'aa � �nura. �wr. or Iown CITY, lows TMS TMS 191037 cNecrFo sr neio Boos ro OC708ER 2021 BRB FIELDBOOK RIN S ON1 11i + 1740 ❑ninger erne, Sni,e 100 g Strong N.�319- y, 1-090 2317 building MCC L U R E � BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ESTIMATE OF QUANTITIES CITY OF IOWA CITY sr�e�Ho C.18 LIST OF WATER SERVICES 104-56 VALVES 104-56 VALVES 557+11. 10-20-2015 Install 4" Tapping Valve and new 4" 1015 W. Benton Street 6 12 4 4 10.0 MWM.02 diameter water service to connect to LIST OF WATER MAIN VALVES existing service line. Install 4" Tapping Valve and new 4" 900 and 910 W. Benton Street 6 12 4 4 10.0 MWM.03 diameter water service to connect to existing service line. No. Station Offset Size (Inches) Notes Install 4" Tapping Valve and new 4" 905 W. Benton Street 6 12 Unk 4 10.0 MWM.03 diameter water service to connect to existing service line. V1 552+13.73 22.49' RT 12 Gate Valve Install 6" Tapping Valve and new 6" V2 552+17.99 22.51' RT 12 Gate Valve 810 W. Benton Street 6 12 6 6 56.0 MWM.03 diameter water service to connect to V3 552+58.84 22.50' RT 12 Gate Valve existing service line. Note 2, 6. Place new curb stop 1' south of V4 555+27.03 22.50' RT 12 Gate Valve 804 Benton Drive 6 12 2 2 10.0 MWM.03 new sidewalk. VS 555+31.22 22.51' RT 12 Gate Valve Note 2, 6. Place new curb stop 1' south of V6 558+29.26 22.53' RT 12 Gate Valve 757 W. Benton Street 6 12 1.5 1.5 10.0 MWM.04 new sidewalk. V7 558+31.36 22.53' RT 12 Gate Valve Note 2, 6. Place new curb stop 1' south of V8 561+46.41 18.41' RT 12 Gate Valve 755 W. Benton Street 6 12 2 2 10.0 MWM.04 new sidewalk. V9 561+48.44 18.45' RT 12 Gate Valve Install 4" Tapping Valve and new 4" V10 561+98.69 25.08' RT 6 Gate Valve 751 W. Benton Street 6 12 4 4 10.0 MWM.04 diameter water service to connect to V11 562+16.30 22.50' RT 12 Gate Valve existing service line. V12 562+66.31 22.50' RT 12 Gate Valve 751 1/2 W. Benton Street 6 12 1 1 10.0 MWM.04 Note 2, 6. Place new curb stop 1' south of V13 563+85.88 24.70' RT 6 Gate Valve Trenched 1" Water Service = 50 V15 564+20.36 22.60' RT 12 Gate Valve Trenched 1.5" Water Service = 10 V16 567+15.15 22.49' RT 12 Gate Valve Trenched 2" Water Service = 20 V37 567+17.32 18.66' RT 6 Gate Valve Trenched 4" Water Service = 40 V18 567+24.22 22.50' RT 12 Gate Valve Trenched 6" Water Service = 141 V19 567+24.23 10.09' RT 6 Gate Valve Trenchless 6" Water Service - 105 V20 567+26.38 22.50' RT 12 Gate Valve Total i" Corporations = S Total 1.5" Corporations = 1 Total 6" Valves 4 Total 2" Corporations = Total 12" Valves 16 >, 2 Total 1" Curb Stops = 5 Total 1.5" Curb Stops = 1 Total 2" Curb Stops = 2 Notes: 1. Contractor shall verify all water service/curb stop locations and size Burin construction. 2. Contract shall identify and report existing water service materials to City Water Division. 3. Match water service size to existing service size minimum of 1" diameter). 4. Connections to existing service will not be aid for separately and shall be considered incidental to the respective Water Service bid item. 5. Connections to existing service at the curb stop/tapping valve location will be paid under the applicable Water Service bid item. 6. All proposed services 2" and smaller shall be copper. 7. Adjust curb stop location or water service as required for installation of new 12" water main; incidental to the respective Water Service bid item. 1e-ze-201s " -�» V14 564+16.14 22.55' RT 12 Gate Valve •-- -- --'* - P:\191037-000\06-Drawings\06 - Plans\COl.dwg i iia/-[ i -o wn P:\191037-000\06-Drawings\06 - Plans\COl.dwg i iia/-[ i -o wn r,♦ c �I CC: { i -7 C ; �i rr' «a CT1 IOWA CITY, IOWA RE 110N5 //'+TMS Na tBRBIE" 191037 1740 tininger Lone, Suhe 100 BENTON STREET REHABILITATION ESTIMATEs»ff, nEloeooRNo. OCTOBER2021 Mc C L U R E -� bUllding5}fOfl(3 'n'n;Vrv.1''�' North Liberty, Iowa 52317 319-626-9090 MORMONTREKTOGREENWOODDR OF QUANTITIES CITY OFIOWACITYFIELDBOOK C.19 STP-U-3715(669)--70.52 104-SB 10-20-15 SANITARY AND STORM SEWER Q Diameter or equivalent diameter * Bid Item ** For SW-545 INTAKES AND UTILITY ACCESSES PIPES Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 2 ft length is added to each side of the Design Length to account for estimated length to center of structures. No. Location Station and Offset * Type or Standard Road Plan Form Grade Bottom Well Extension Length ** Notes Line Number Intake/ Utility Access No. Class 'D' 0 Pipe Size Bid* Length Design Length Slope % Connected Pipe joint (DR-121) Flow Lines Pipe Profile Sheet No. Notes inlet Elevation Outlet Elevation Other Elevation Elev. Elev. Elev. Dir. From To IN FT FT T pe I-2 516+56.15, 17.10' RT SW-541 700.95 694.59 P-1 I-2 APRON 21 38 36.20 0.40 2 695.09 694.41 M.02 202 516+56.15, 16.50' LT SW-507 700.56 694.92 P-202 202 I-2 21 34 30.02 0.40 2 695.32 695.19 M.02 203 41+06.90, 13.10 RT SW-507 699.00 695.10 P-203 203 202 21 45 40.60 0.40 2 695.60 695.42 M.02 204 41+06.90, 13.10 LT SW-507 698.80 695.31 P-284 204 203 15 29 25.00 0.40 2 695.81 695.70 M.02 MH-2 518+56.03, 30.19' RT SW-401 704.67 700.94 P-2 I-3 MH-2 15 18 13.87 1.00 2 701.78 701.64 M.03 I-3 518+66.45, 16.50' RT SW-541 705.75 701.28 P-3 I-4 MH-3 18 15 10.96 0.55 2 720.57 720.51 M.04 I-4 522+14.00, 16.64' RT SW-541 726.30 720.07 P-4 1-5 MH-4 12 15 11.30 1.00 2 749.58 749.47 M.05 MH-3 522+13.77, 30.03' RT SW-401 726.00 719.96 P-5 I-6 MH-5 12 15 11.19 1.00 2 752.03 751.92 M.05 I-S 527+07.82, 16.44' RT SW-541 755.00 749.06 P-6 I-7 MH-6 12 15 11.19 1.00 2 754.44 754.33 M.05 MH-4 527+08.52, 30.14' RT SW-401 755.00 748.87 P-7 I-8 801 12 18 13.87 1.00 2 754.10 753.92 M.06 I-6 528+35.02, 16.63' RT SW-541 757.36 751.53 MH-S 528+33.88, 30.19' RT SW-401 758.13 751.32 I-7 530+10.95, 17.46' RT SW-541 761.15 753.94 MH-6 530+03.69, 29.83' RT SW-401 761.10 753.71 I-8 541+45.08, 30.19' RT SW-507 757.25 753.60 SW-303 546+29.98, 1.96' LT SW-303 743.23 731.56 P:\IYIU3/-ODU\Ub-Drawings\06-Plans\COl.tlwg 11/.f/[V[I Y:OO AM REFER TO MWM SHEETS FOR J I / Q / WATER MAIN RELOCATION CENTURYLINK I = I / O BOXES / } /^1 LU C. O+ II (h(Ep�n ' II �p S1gEET5/STOP II � ID6A alY I / \,�./y/ / .On YIPO + OAA PEDfSAN AHEAD h 1EXR ZLI ^ C(D) �rEnLsuaOW—U � �� ROPY — -- --------------------- — ------ — ----- —TAB) — B) ------------- 0� o G(e) V B G(D) D) C( oHE(B4 oHQd) o f'(e) 0( — — TAB) B OHE�F ) OHEB F OHE(B)F OI1 011E(B) OHE( G(D) OH )�D) D E(B) B) B ° �D� ° C D� D C(D) C(D) C(D) � o SUo SS(°— —CAU710NI HIGH P ESSGAS LIN`W. BENTON ST8-SS(D) 8 DD8SSI SS(0) B" S(D) 8"SSI —8"SS ) 8-SS(D)— B"SS(D �L� B"SS(D) 8"SS(D) 8"5S(D) © o� o ..1,. 6••W(C 6" ) �: "YVi�—�G(D)6'. D 6"N'(C D c D) D(D) C D C D) C(0) __. 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BENTON ST 8"SS(D) a"SS(D) 8"SS(D) 8"SS(D) a"SS(D) 'SS(D) 8" S(D) 8"SS(D) 8"SS( ) 9"SS(D) I 8"SS(D) 8"SS(D) 8"SS(D) 8"SS(D) - �j o CURB REMOVAL RE'� Gpl o I _ _ D) G(D) G(D) C D C D) C(D) (D) T GO G(D) I G(D) G(D) G(D) G(D) O PEDESTRIAN AHEAD— C C ) C(D) C(D) O — O O O IAMETE EE xw78,, p1 ROW TE — — REMOVE VALVE AND FIRE PROTECT TELEPH E �TCE HYDRANT ASSEMBLY o —� PWATER PEDESTAL DWAE RTREE c BE ABANDONED ABAN N ISTING REMO 18' c WATT VA VE DIAMETER THE - TRAMIS ION MAIN I DIAMETER TREE PROTECT ELECTRIC TRANSFORMER ELECTRIC TRANSFORMER REMOVALS 0.EVI510Ns SHEEP NO. ENcwEEE DxAwN SY IOWA CITY, IOWA TMS TMS 191037 1740 Lininger Lana, Suite 100 BENTON STREET REHABILITATION BENTON STREET building strong communities. North Liberty, Iowa D.14 CHECKED BY HELD BOOK No. oCTOBER 2021 � MC C L U R E T. 9 9 319-626-9090 MORMON TREK TO GREENWOOD DR PLAN CITY OF IOWA CITY BRB FIELDBOOK STP-U-3715(669)--70-52 '1037-000\06-Drawings\06 - Plans\DOI.dwg 10/14/2021 6:16 PM EX ROW V -.I i I o�y L I I I � T T I� -ROW fm�GDi �i O I I O T M I 503+00 __._. O ~ O I 1 1, Lof' ry ^=Am yy Z �M > ucz I I VmmZ mraD ao mm _CN ID " C) a,piT� O rn I I I _ — — . — . — . — n — +—STA 503+28.16 ENO SURFACE RUNOUT BEGIN CRACK AND SEAT EX ROW {� I 1, — ,JE— ,a �Ex ROW (—but+00 � II i I WIL OWBROOKE I LN _ J —�I594+0W — ` I I I � I n CA,O;Z ��rnm� EX Row-4 O�m D ion I I I I �— T Om ZC. U Z y r' csl yr I I ROW 5� 3a v I OILS. II NORTH v 1509+00 NORTH I / I o 10 20 40 I I I I I I 0 18 20 40 GRAPHIC SCALE 1 GRAPHIC SCALE f+.1 ) r .... 715 715 705 705 p{g 710 710 700 r �*— ' 700 EXISTING CE E 8� o eg N 705 at st 705 695 W 695 S Ih i ' < EXISTING CENTERLINE -1. 0% > > > >— 700 s W LE LE 700 690 ° 690 —' J- PR ILE GRADE PROFILE MADE 695 695 685 685 690 690 680 680 685 685 675 675 680 680 670 670 8 on an �o 11 00 12+00 T — y _...__......._ 20 00 21 00 ENawEER DRawN er IOWA CITY, IOWA TMS TMS 191037 REV SIONS � '3IK 1740 Lininger Lana, Suite 100 BENTON STREET REHABILITATION BENTON STREET sHEE*No. CHECKED BY HELD BOOK NO. OCTOBER 2021 building MCC L U R E'" strong communities. North Liberty, Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CITY OF IOWA CITY E'01 BRB FIELDBOOK STP-U-3715(669)--70-52 FA191037-000\06-Drawings\06 - Plans\eOl,dwg 10/14/2021 6:17 PM 3 oNm \ I o I I f A 9 6' TILE n o o to I N I C m 2 y '9 2 FL: 692.7-r v« D z a L � x II N N mm D EII ROW ti`�ut0 \ I c 1 2 ME @ !2 m I A 2Zi iiimmu)i'm I ( O I I EX ROW �+ 49 I y ' I OOpm C e+•1 CIS .._.�. ,0< ....._.— -- IO'�(D) _::: - 10"SS(D) r �i i : \S1REEiS/STOP < < D SI•kElsRlar ,0 z _ - >Enp _L_I -1—. _ ....,- �\ b 1, - F m Z p g222D 1 I 1... ll — TSD— 0)0 (0)J — 516+00 SB••57(D) 18"s D I i w 'Paz p nv I ( � m m o 0 o >u,rom EX ROW' m I 14 I 'A � I PENCER DR_ _ —� Ro'S'&`d�'m I � •- I 11 (OXss— _ 0 � (Oxs..9 (x5..9 _ o� -A-!� I _ .- R I I — (OM1..Zt (0)N„ZI (0)f6..Z1— �— / (/ I EX ROW m � o SL� I KESW _ .._ ICK DR I MISS ( SEX ROW EX ROW nz.+ m �7 a ` . -0 D q � 16• RCP FLARED END m $' p FL 694.91' I— I, CIS NORTH g I 517+00 cc NORTH 1 511+00 $ r- m 0 10 20 ao I o m Z 2 g s I T r o 10 20 40 z $ 1 ....., -I c J\ I.. rni�8� GRAPHIC SCALE GRAPHIC SCALE 715 715 715 + 715 710 710 710 710 G: ") 1-TA 705 705 705 g n 8 _ r { ''"` 705 m� �vc, :> _ �' • EXISTWO CDE •1.SSX 1.09% 695 — _ s s _ 1.80% _ g — — 695 695 R LE GRADE 695 7 EXISTING CE RUNE PROFILE GFU DE 690 1 690 690 690 685 665 685 685 680 680 680 �0 A m _� 0+00 30+00 31 00 1 1 41+00 BIGINEER TMS pRIMNr iowA cln, IowA TMS RENSIONS /-ft% 1740 Uninger Lane, sNEEr No 191037 cN ..er NEID SOOR No. OCTOBER 2021 BRB FIELDBOOK Suite 100 building strong communities. North liberty, lowe 52317 MCC L U R E' 319.626.9090 BENTON STREET REHABILITATION MORM ON TREK GREENWOOD DR BENTON STREET SIDE STREET PROFILE CITY OF IOWA CITY E. OZ STP-U-3715(5(669)--70-52 ......v.a..nn.�w...u..n.y..v.s- . v.i.. a.,a i u. in, rm vvs-+ of I - „r�.-• I mz w mnC I EX ROW EXROW n�' o vOW r1-- EX ROW- I T n o '9 -I �) f o vu Kwo 521+00 . AA = �_ iown.an I I G o o omz�{ o i •-C•I z z i y o- ( + m o m I + FL: 695.33' o v o I + \ + N c: Eo I oy �esJ NNVNm I `,� I _ I — I f __ r e(6) n fl7 518+00 z — I i}1-,,�__� T I Ory I 0 D' I ) � 10"SS(D) 10'SS(D) 10"SS(D) �O C y ,(, I _�-_--�-.wES ATET S % x a / m es i _i m m .•-_LJ._.__ r°J - (0)D (0)3 a, 1 I, (0)D - (0)J'.c-T' A� I /.. I__ —EX ROW I I \`+ EX ROW �. i E13 i ( ) (0)M..9 - _ m ff — J -1mo0 mx zoD O' I vv EXROW VVV I11:1K zwz z "emx omvfn ^ I II <.+ m 0 A CC —(0)D (0)D (a) �O a "mz (°p� 111m>zm _ 18"5T(D) mm A�0 m I EXROW 10Zz x ��— c c<1. �o �m V° .N o' is mrm•>p-b, mCDE i I 519+0 NORTH z- -i 2 mz > °Z° NORTH Do 0 10 20 40 crnw m v I, obe 0 10 20 40 ,". m M GRAPHIC SCALE .. GRAPHIC SCALE 715 7.15 735 735 W W � U a L 710 a ` 710 730 730 �o I STA = 51 20. 0 +o VPIEL=70.60 �� o� mw VC=20 rnw - n �N 705 - a w w - a .705 725 > n 91 725 >> _ > g a EXISTING CENT LINE -2.89% 4.00% ` 7�' '--> •2.82% a j- 700 PROFILE G E 700 720 EXISTING CEN RUNE 720 P IOFILE GRADE 695 695 715 1 1715 690 690 710 710 685 685 705 765 680 680 700 700 51 00 52 00 60 00 61 00 ENGINEER TMS aRAWN BY TMS IOWA CITY; IOWA 191037 REV SIONS IIII 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION BENTON STREET SHEEP NO. cN Rer EORNO. OCTOBER 2021 building MCC L U RE' strong communities. North Liberty, Iowa 52317 379-626-9090 MORMON TREK TO GREENWOOD DR SIDE.STREET PROFILE CITY OF IOWA CITY E'03 B RB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING Co. PAI91037-000\06-Drawings\06 - Plans\eOl.dwg 10/14/2021 6:19 PM I� I 1i m EX ROW I �zo ;I9rI -- _ z0 y1—'a a ^ OOva�2 y"3 EX ROW--. - .... 4__ppOZ I ZED n I EX ROW I p pv� prey vpz I -.- I i- 0� TAD. ma",�p m 03 r�-v� ^ J li + 0 p U Q 4 N 9'o �al� D i I I y I A Ik y7�. P V 7C �_ m H Z + rt'OJD v "OI coO 00 + A TKO Ogm CymA� A yZZ j I llQ V V V V .1� W ri (a)a (aYD ,a — — 1� �EXROW I I, _rTl- 1 ("' I v ( I I ED EST ON ST __, _ _ —(a)ss— N _ —74-- — I--(i- I 1 —(a)ss (a)ss - ----(a)ss I _ (a)M„9 I � (aya..9 n —(0)0! ——511EEs5RT 9f®M6 VM<Q�— G(a) /y-- ^F- a(U)i8 - — �' 0 D ti AO AAA 22 EX ROW 'gm Z nOD$� � � � � EX ROW :EmZ. "� I pm 50 NORTHmZUo Row NORTH 0 10 20 40 3 o O� V m Z OA,1D Z 0 10 20 40 GRAPHIC SCALE GRAPHIC SCALE 770 770 770 no 765 765 765 w �W 4 765 C N 760 - - _--_ - - 760 760 $ N VPI SEA = 80+89.80 o N. VPI EL = 755.83 K-2.54 W VC 2V 22 1760 755 a H 755 755 755 s� S .1.50% >i> PROFLE GRADE g EXISTWG C ENTERLINE 1.64X EXISTM CEMMIRLINE - 1a11i 750 1 PROFILE RADE 750 750 \ 750 745 745 745 745 740 740 740 740 735 _ 735 735 735 72+00 _ 80+00 71 00 81 00 - @1G11✓fft a�w"n IowAarr,lowA R iSIONS % TMS TMS 191037 1740 ❑ nyer Lane, SwN, 100 BENTON STREET REHABILITATION BENTON STREET CHK0-s. Hem eooa NO OCTOBER 2021 building strong C M C L U R E'" ,imunities North liberty, Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CITY OF IOWA CITY E.04 BRB FIELDBOOK STP-U-3715(6691--70-52 ENGINEERING CO. PAI91037-000\06-Drawings\06-Plans\eU l.awg IU/14/20216.2U PM m�■ 021 pa1 01 I rn C) ROW � J 529+00k Z III, DOD I �'� 1 MO •r•y .,,3 CD c I pC ,I� EX ROW 7 ice.. o CD cif :. EX ROW CjD DENBIGH I I1CM DR _I 9 _ 1 1 SUNS T DR _.._ I (4I a 1 a -tAO i - 00 1 •� - -- )Oj ------------- a _ .m• i _, Ta \ PROP / TCE D I �•_rI I� 1I Z m g EX ROW J 7°43'49"y D=t2°7 t26" D +I EX ROWO nKon m 543+06 KvT D ®w \I R=47.6000' T= �I I mKFT 2160 O \m\ L=309.50' PI= 0 10 20 /0 ?op pO EX ROW D m1m; (0)5 (aav I0NORTH6 Z530+69.34 NORTHE ro _ • 0 10 20 40 • \ S m , I GRAPHIC SCALE GRAPHIC SCALE 770 770 770 770 m � 765 765 765 b x ■ 765 �> >� > 'X CENTE E �>j n Y ' 760 g g 760 760 I S A=100+60. EL . K=3.76 3 I EL • 756. n 4- ° 760 -1.SOX VP ■ VC•1S ____IL rn PROFILE DE 1 0.50X VPI STA =1VPI STA 69.66 VC=20' <W VPI r° S VP g VP A•101N7A9 ELEV • 756.tY ELEV • 756.tY -� -" 755 755 755 VPIELEV 7uu 7. _ 4.75% 755 • PROFILE RADIE i 11.82% PRO LLE GRADEJ CENTERLINE 750 1 1 1 750 750 750 745 745 745 745 740 740 740 740 735 735 735 7m 10&00 101+00 9140 92+00 10 00 e�c■� TMS mwwn TMS IOWA CITY, IOWA "M■O"3 /—% III 1740 Li—ge, Lon, Spa• CHECK W FIE-1 No. 191037 OCTOBER 2021 MSC L U R E- 100 building strong communities. North Liberty, Iowa 52317 319-626-9090 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR BENTON STREET SIDE STREET PROFILE CITY OF IOWA CITY E•OG BRB FIELDBOOK ' STP-U-3715(669)--70-52 J 0 C E '• m -- 1....S. -.. I TCE II gm =Ozg pa mr'al S REB'"'. T I vIrIFT gt AyZm>Z I ..._. _ 0p N m I i Omz-- N c N _...1.11-; ----, .. )1.-L_ AWLS-- I _ -- — -- — — — — (Ok1— o �q EX ROW �I IX ROW A o v z Z Al _ II €; _5:�_ (p �, ( (D)E (ax) LL ply g — yl — — — — — — — — p ic o �_>� �= 9 I m $ RE ST - _ caxs.,ol- e WYLDE I i 9 �� - - - �`,•• I r-- - GREEN RD I `1 m 546-10 A(C) Me"' I ..._ ' —-WAS— (a)IS (0)LS (0)15 (0)�S - __-E%ROW — — — — — — -- --- rc cq IX ROW - i v .9"ST(D) l:\ r 18"ST(D) 18"ST(D) A C.( I '-4 TI o e�\ _'\ E S f l �q - Ci .. H 1 - i I IL " r.alU\ 8 �(C, EX ROWJ. J. — I v^ �D Q�_ —8",r(e)—_ cB .g—� c9`M m I NORTH o T�!�1DI HA I NORTH . 9 � ro 0 10 20 40 z�m74 ���N I m m, - I I 0 10 20 40 — — — — — — .— — — — .— �� � I � .. Z Z � ED p _. nf, x I GRAPHIC SCALE GRAPHIC SCALE 755 755 755 755 750 750 750 750 8e eq 745 EID3T1Ro 745 745 = ' 745 t VP tj VP s $7ALEV �110K0.00 E741M m S ' — -� < tw W 0_ g g W m_ a. VPI STA•121*35. Ev vPI EL.742.03 S 0.� — — — S t11x a 710 740 740 2.00x -- - -- — - - 740 GRIME PROFZE CRAVE EXISTING C E 735 735 735 735 730 730 730 730 725 725 725 725 720 720 720 720 ae 110*00 111 00 121'►00 ____ .. 12 --+ 00 _ @lGINEEB DawN Br IOWA CITY, IOWA R SIONS SHEET NO TMS CHECKED BY TMS "El-K NO 191037 OCTOBER 2021 I'� � building Strong communities. 1740 Lininger Lane, Suite 100 North Liberty, I52317 owa 319-626-9090 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR BENTON STREET SIDE STREET PROFILE CITY OF IOWA CITY BRB FIELDBOOK MC C L U R E'" STP-U-3715 (669)--70-52 E.06 P'\191 U37-UUU\U0-Uraw,ngs\UO-rtans\eUI.awg IV/14/LULI 0:L1r i O { i 1 I I I I TCE- IX NOW I I � I —IX IX ROW ROW I 3% IV m I z EX ROW <m $c o I � r�0 K I � -1 O m I VZ A+00 I rQ' � R I�EX ROW {z II n $52 10 I (B)M..9 (BSA.9 I m .._ N) I... I ' P 6 SS(0) 6,55(D) �— _...... I { - I WE BER ST GEORGE ST _ c i G I �— - - I - _ �_ II - _ ti _ o I I I m m m p Z I m 1 T ...(.. ._ _ (0)M..9 T. r 0 w A C.I t,(�) (0)oj — (0)3H0 - -_ (8)3H0 ...—. (9)31�c) gZ D N <s -_ - - —------- - rn r"• �i m O I I I �EX ROW — _ — o I I�IX ROW m OD a ROW STEPS1m I Z rq TCE>' I - - �00_-------�� IXROW� +. U);. I 553+00 NORTH NORTH 0 10 20 40 TCE I I vm��� I I(0)N 0 10 20 40 GRAPHIC SCALE GRAPHIC SCALE 1 780 780 785 785 8 x 0 g : q� + 775 0« 3T m < W •• 775 7 �� HF _ 7 >> r ~n VPIS EL .58 <� aw�a 770 8 1!) t S a > 85,03_ - VP I EL = 76 .58 770 775 m W a A • 151 �a EL•7)i 45 ^• >' = ' : > 775 \ VPI EL 76 L711 VC=10 VC IT <� Ti = 2.6 VPI S A = 150 60.00 > W m _ NQ � VC 10 VPIK=EL 2.9 .35 �> mW 1'I. C•f0 765 no S. 770 T� — 6.501E PROFILE GRADE STING CENTERLI EJ VPI S-150+74.19 10.02% 760 _ 760 765 VPI LEV • 767.97 LFILE GRADE ,NO CEI TERLINE 765 755 755 760 760 750 750 755 755 745 745 750 750 �^ a s eS 9S! 140+00 141+00 151 00 15 00 eK..it o wn BY IOWA CITY, IOWA eevisioHs ' r r TMS TMS 191037 1740 Uning-, Lane, Suite 100 BENTON STREET REHABILITATION BENTON STREET building strong 'ml11 Uf1111 E'� North Liberty,9-62-90952317 MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CITY OF IOWA CITY oea®v nem eoorc No OC708ER 2021 C Liberty,-b090 BRB FIELDBOOK C L U R E' STP-U-3715(669)--70-52 E.07 I m� m - I OI m A TCE� I CD22 NO PARR55=+oo yg EX ROW c N C2 988m NO P .1p, 0 + + + RO 1 �TM 9 at all <<<gz EX ROW - m I I 0. -0. 0. EX ROW ..` (0)3 m r r; — — — — — — — — — — — — — — — — — — (0)� (a (0) c<icm�� o 2 gm fEX ROW sZ �3 AK OLL DR T C E I. I _ D))1S..L C(C (Ws-- (a EX ROW )M..9 (0)M..9 (0)M..9 (OYe 9 562+00 — (aM (WYO (a)q 556+00 — — — — — — — — — :,DER /ST O mo ° — — — — BENTON DR EASEMENT: I y THE CITY OF IOWA CITY AND / ROW ALL DULY FRANCHISED E TC UTILITY COMPANIES SNP OPERATING WITHIN IOWA CITY n o ( TCE1 1 - 1 �D SHALL HAVE ACCESS OVERID EX ROW I AND ACROSS ALL PRIVATE vv�Z ) c(D) qD) c(D) DRIVES AND PARKING AREAS � � $ NORTH AS SHOWN HEREON FOR THE o ml NORTH 0 10 20 ap MAINTENANCE OF THEIR G(D) G(D) f I RESPECTIVE FACILITIES. $ I r, I 6 10 20 ao GRAPHIC SCALE GRAPHIC SCALE C= ca N 785 785 770 c 770 m W ~ rP. v rn n ^"cy w i 780 780 765 �' > R, > ' 1i _._. r" � 765 8m S A -17, 12. St tat V "—' j VP11 EL=7 .56 VP1 A=17 .0 =1.0 TT■ Ty ` y ■ Zi u EL=7 .74 C=107w�....- 775 < J < 775 760 ■3. — _00 G CENTERUNE g g K C e 1 760 _ 8.50% _ VPI STA - 170+ 0 VPI ELEV e 7 25 PROFILE GRADE 770 770 755 11. % PROFLEGRADE 755 ` EXISTING CE NE 765 765 750 750 760 760 745 745 755 755 740 740 750 750 735 7�r uig �■� NR■d, , nRclV oe• — 160+00 161+00 171 00 172+00 ENGINEER duWNry IOWA CITY, IOWA � ��� HW NO TMS TMS 191037 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION BENTON STREET building strong communities. rionn Liberty lo—i-909 52317 MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CITY OF IOWA CITY cHECKEG By FEID eooa No. OCTOBER 2027 C 319-626-9090 BRB FIELDBOOK M C L U R E'" E.08 STP-U-3715(669)--70-52 J Y CP1100 I W 1/21N RBR MEC o N: 606872.13' E: 2166695.84' 1 IU O o+ O C p G(D) fl N O C 'n c(D) O D) m --; - —+-- - - I- + 12" 8) - G(B) C(D) C( 8"W(D) 8...MW r V °) is d 1101 CCI o G m CP 1/21N RBR MEC W ' N: 606820.28' i E. 2166782.79' yid ppli i Z J t2S�OJ �, O y \ `'• 0 o W o V �♦ O c y V ^t ro Z CP1102 O W CP1104 1014 RBR MEC a 1/21N RBR MEC N: 606890.65' CD 4� O o N N: 806908.84' c o E: 2167077.39' S� 2r'ST(C) CDo E: 2167669.35' + + ITj Ap 27"ST(C) N eu'z 27"ST(C)----2r'ST(C) BENTON ST m W. BENTON ST o +I— s ,z"w(c) "�'� ��WJ--13-r1(��s(c) 12..W( ,o•• ( I G(B) G(B G(B) B) IXG(B) G(B) D(B) B) G(B) G(B) G(B) G(D) CP1103 1/21N RBR MEC trs N: 606843.501 E: 2167372.09 oornaa t•ow,s rv,� rowre noRrr�r wnn ruv�non re�osnort awrxtr xtweeer ts,eers tsttwtr�c tam ewenee rezwrs wu tzstieter� ttm ewwam :terms we: ts�rweEe ,tw ewww• zutw.Y w:r mnnwees ttw e0ew1.]e' 21- wY Vdx to W ,tee weu.n zteexr.K tsr trsw rmzeEc t,rz eoerrznzteesst.v r+z.wrmae� ttr ewea..r z+ww.or tzznmars trw eeaecc tHt TS aeo®twt' ,w.Y vat�wrB ttt] :Y 2twEK 1LOIIMIEC TlsS.tY 31)ewe.]T T1K V>IIal1Et T 21tmwK 1R.Y 1011YRIEC I � x Y o CP11G6 O N O c o \ m men y W O 1/21N RBR MEC N: 606914.72' E: 2168257.43' Q to a i1f C) 12•• fA zA ,.. N H ±669 W.BENTO at 2"W(D) rw(D) 2W(D) ,2"WO r-7I— + —( —+--- — — --T--� o I + o y�`W. t—:°l BENTON STB G(B) GiB) B 12"W'(C) C(D) IXD) C(D) IXG) IX (D) C D) C(D) (D) CD a'sr(c) a s 3 G(B) B B 18•ST(D) CPilosy 1/21N RBR MEC MEC N: 60685925' ELECTRIC E: 2167966:88' — PEDESTAL WR 4e� 107 P11I21N RBR MEC N: 606872.91' o E: 2168557.16' 4 �Ilulh NORTH 0 20 40 80 GRAPHIC SCALE 0 f�..f r� _ r-.•1 lcnX CD UJI i ♦w C* me• W - +s e+QW er+cn+E[z outwH er eeisior+s IOWA CITY, IOWA ��� TMS TMS 1740 Llninger Lone, Suite 100 sneer r.o. tgto37 III Nonh Li6ony, Iowa 52317 BENTON STREET REHABILITATION REFERENCE TIES KED BY nemeoor r+o_ ocroBER 2Dn building strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR AND BENCHMARKS CITY OF IOWA CITY /^ �nBIR FIELDBOOK MCC L U R Ery STP-U-3715(669)--70-52 v•O1 J IN RBR MEC oo q g 606922.70' 2168838.06' N N N N 12"W.MGWO 3r-'2-W(C) 12'W(C) m c3� 0 r} 7 CP1109 1/21N RBR MEC N: 606886.54' E: 2169136.52' O 'r N CP1110 1/21N RBR MEC N: 806938.40' E: 2169325.08' `01 � /v �U W o � o � o o � 2 0 0 — nuc(}3) ENTON 0 cell 9 / c O / p �O 0 � / O 8' J CP1111 1121N RBR MEC N: 6' 21\ E: 2169591+49591.41' C CP11115 ME 121N RBR MEC N: 607272.15' E: 2170676.28' 0 CP7113 O B o WIN RBR MEC O � .�. + N: S• 0 m 1-- of j O : 21700 .3T C 12VVVNT01N O c D) C ) C(D) C (p 0 F F F ) F C( C F (D (D G(B) C(B) G(B) [8) —F G(B) D(B) B p CP1114 / Ol N: 60 RBR MEC j\ E: 2170374.48' CP1112 ` c cr�J V21N RB - `O o N. 807 J l 8 p c? -� � r— cj 01I .Me 1111 WA A rti1��4�?i.�rarT..��w "0 N RBR MEC tr ;—alD IOWA CRY, IOWA TMS 1740Lining-L—e,Suae100 BENTONSTREETREHABILITATION REFERENCE TIES191ER 2 North Liberty, Iowa 52317 <BRB IELDB O OCfOBER 2021 C building strong COf1111'lun 319-626-9090 MORMON TREK TO GREENWOOD DR AND BENCHMARKS CtiY OF IOWA CITE BRB FIELDBOOK M C LURE G.02 `ERING C STP-U-3715(669)--70-52 ICI CP7117 w 121N RBR MEC" N: a H3 2607266.36' E: 171040.08' E"ST(D) w 24" T(C) — AT + N ( 0 G W. B TON S — — — — — W N — — — — — r— — — — - O CP1 1N RBR MEC 12R G� w N: 607233.67' E: 2171340.04' 0 )F a"SS(D) 8"S8(D) 0 N: 607281.2 _Ln to • fMxMC�...�i+L-l�lll� _���� (p�•�Ii_ _ _ �' :-.m. (��ml. �■� rlii\ l�I�ilis�7rmill .fists r��_ EN!,! I w x� N: 607245.3V E: 2171758.W m 1 121N RBR MEC N: 607293.64' O E: 2172014.44' O h N a"ss(c) ws+aa wraarae x uo+x++r«s sas+sm acv r,os t>E>un+an meen+x z,aees.xr mxav exec x nexran asrt tac mmmm nsmns rsn.� 11. 1121— r r:x ua iim mama x+axxmY xesas mu mw ssc twr x+aear.+s nxu txs+ias+ct +ta mmum xss +��� +w m+aasx ns.r na nepxaas ww iwerte n++ mew.m x+mm+.i x rEc ntx mmaras nama.ts rro ar rma,Ec ttu mnxi.+r axmxur m.,s imn r<c c I / b CPi 128 a �1'21N RBR MEC 0T'OJ N: 807437.31. CP1125 LLL:2173219.19- c c 121N RBR MEC CP1126 N: 807318.26' 121N RBR MEC — CP1123 c ca �.+ E: 2173122.39' N: 807317.70' 121N RBR MEC �+ o OXESENTURYLINK E: 2173232.14' Oo o o N: 607298.58'0 �x0yp CD pp O 9 B--.—x�j O 4 g w + OCD E: 2172611.47� a N 40 V A O rnB) D) C(D) (BT` a"ss(c) a"ss(c) a"ss(c) e"ss(c) e" s( e' X 'ss(c) e"ss(c —� — ) —B a"ss(0) � I— + — B' ) e"ss(D) + e..�p) —1 a..ss(D) I a_'s — — F — .. C ` sKC) 6"WIC) 6"W(C 6"W( 8 C) G(°) . U at c O 121N RBR MEC N: 607262.66' '£'^' ....w.... c E: 2172836,23' CP(12Y ' 12QM RIBR MEC atI ~ m Z N: SUMT.14' _g+ s o SFORMER E: 21l',3)4b4. t1' t i i o W ELECTRIC CENTUR INK MULTIPLE CENTURYLINK LINES n o c v m N \ BOXES MAPS UNCLEAR ON EXACT LOCATION n y k 14 o 0 u� of 14 I II e+cinxxx m"ff IOWA CITY, IOWA xEvisior+s TMS TMS III m% 1740 ❑ninge, Lone, Suite 100 BENTON STREET REHABILITATION REFERENCE TIES J 191037 North Liberty, Iowa 52317 CHKI(EDA exm eoo. No OCTOBER 2021 building strong �mmunitie> 319-626-9090 MORMON TREK TO GREENWOOD DR AND BENCHMARKS CITY OF IOWA CITY BRB FIELDBOOK MCC L U RE' G.03 ENGINEERING Co. STP-U-3715(669)--70-52 �w+vo-�rwnnga�vo - r�ana �q� i.awg i �, i ri cvc i o cr rm c aQ�j CP1100 p m W o N CD CD Noi ONE IN RBR MEC N: 606872.13' :2166695.BC Q CP7102 1/21N RBR MEC N'. 606890.65' B E qm 10 C G R MEC F1/21N Q :028' E: 2166782.79' W i z J OFT CT ga + T Y 0 00 3 o0 �� Go CP1106 121N RBR MEC 4--rT I F- i H W 0 0 0 o o o Q 5 C, M V N'a lft MN'7 6ii V) I I aei aNa vNi CiSJ 10 W U S CP1108 121N RBR C 121N RBR MEC N: 605938'4(r 'ME E: 2169325.08' -1 i II 1 We _0 1 y m 1 W z W 1 1 I CONTROL POINTS TABLE Tarer6 Dt1 7arven Dara �� ENs 01.0. nn.ipb- ►T s.6- Na nh ft Ei 64 Daaipta PT lad'a N-M , Earl{ a -wee PT 9Er6aR o 0 0 an foarnat n4aw.R6 7 .3 a- Nall MC N�Be ENitt o 0 0 0 116a 606218 n EML79 7MS1 o- VZN w MIX st r 500aW D00 G:63�:8 85? 21565,15 931 1ar1 532•18247 5=15,554 2169759.945 tat 541.25.501 Wn42.475 2170707.988 O } } } } ltae 40rIN0.Ba n04073t M7.a1 R Van RM Ma: End: S14.BB.fi77 5:6392.556 2158D63.E6d Er4 594.69376 507172203 2169966.iD3 Erd 542.5046�9 607M 607 2170707.971 t0 'P M l+oj Stat 4MM4S METMAt M M CIL VanRM NK '2T iCL Da3 ianM ON, t/l M7 I(7 {[71 SaM WaOx aaT�A MR.Ze `- aN RM M6 paraaeteY VA- pin-w Vitae Braman Ytae Rraffew VMr hlalCla VtNle �a Bararrpn V OOx I 2 M ao•Ea?% -N&AN aai! v-Vaa-us s�.s S CP1113 E- -i IWO 606M4.71 a6RWAa 7et.S7 v LaN RM M¢ LT(N: 1488.672 COLSG N 68" 19' 05.17fi6"E tM81h: 251.129 GQ4Se N 51. 26' 119212" E LmBch: 4.368 Cavae SOUP 1' 23.2402' W f• d /� 110E MINIMAL a6MS7.M nim o, Stan RM NK s 11/21N RBR M C \ i 1101 OMn.7 sways 72Lv 0- 113H RM Mec et, N: 60725 �66T = Sus rvax aims 7aax O-1/arlaM us m E: 217 ' iF�i r r Y • 1%aN M- Me 'ane err 7l[1 Cirve paFll Ott Ttaert Dl4 ...._ra z Sul a6M1u a�1a 7a7a a O6lcrlp4bn rt 44tiaa NalNiiB Caalq t7awipliM TIiO'0aAlj v. UNN aM us Nash2 E4169 0eS4ri9tlaR rtraaM Nan 6 E+2110 1C z lag 6man.a 214Msss5. 7rp.n o- aN RM MK 5_4.886'2 S26a92.956 2154063.863 a' S3a.69376 607112 Z03 21699663D9 Stat 542.30.469 607237.607 21707Di.971 OO CP1114 m 1t17 607m.3R 21MM37'. 771.i '(T aN RM MB [ro '.29=Ce 7.t5 506413 206 2169a83. 791 1P. 606943.923 2170146.33E End. SS5497.731 60n72776 2172N4 77 x �' 121N RBR MEC I W 1114 607M 9 MINX" 762M rt VHN BAR 16K -arr ert 7aca PT 53Ea.62480 607235963 21201"903 Taraerl Daa 1 �4ns CP11 N: 607218.17'INIC Eafiexler Vat1e ParaRlale YaYle CirYJrCweDab � VaN� tMtetlw Va/� O Sr.w-A lay 6P1772.31 II70Arb� in4a a Bee' lmkh: 3425.p'3 Carse NM•1P00.5213'E g6aNrte Va1Re 9vanrla V4tle ' Ox BY i E: 2170374.46' ElE1 Eva Ro7mtsa aanu.lz� mN -1-Bee' 7 I W av7 4alsx a7ta9pac NLIt o-vaN RM M6C BIR 1337.261Cane N88'19'34.1411"E T d4 r 6 5 Sua amrx.•7 a7vna. 7oM o-yaa.w us Del, 3753'25. 7550" T1Pe RIGIT i�� O 1n ili9 4077411 1171617S 77140 PyaH RM MIX Radius 292 01_ S ♦ I zin wriam a717M! 771.at Q- Van RM MS ! 1121 ro1lMx 2MK1 77ada CF w MEC C m Pv Da, Lmrrh. 193.104 Target- 100 232 Titan Dom Za.r46 I as 6c»s. wniaaa 7aa v- RM Ma: n-Ap11M Suitt NaMwB Easil N.dOrQ 15.81sexte 1 16724 Deur[pd. PT bdNN t•111• as w7a a7sms7 - o-1/-.N: PC 529r08745 606915206 2169413. 79'- U-4 789.604C01r5G N7u`zr54.7a87-E Ya-t 555.67731 607272775Na242(Ic477 1y I im 6aaqu 217iacn n7=K PVan RM Ms lln ♦n1. P a7a21]t R17 762.38 V BAR a ►7 531.18.247 60701565: 2169759.%S w 607M3.1S7 2169a76957 E-1d 570100.000 607288.171 2173476.95'7 E t UN 37.] n7nu.0 9 -1/aN Patme:9 iaract 0s, Y 1t27 6W1f71� zi- 1 n 7MM O RM Mec Circus Cwtca Tairen Da4 Paraarue Vabe ►MR'b VJ- �� 1124 WM37111217al" MAN a1/aIl RM M6 /sslaelC Vase P1towrta Vale 3iG317Wt- FTNA" norwim feaft long.* 1-32.269 Coast M165`73'1_9:2' E De4a. 37'4348.6011, T1= LEFT Slat: 53G.624a0 WP235863 UM44.905 Radius 1 470 Ertl. 542-15.601 6D7242.476 2170707.968 CP1111 1M80c 3Mx2TWOM 150.597 Tsars Daa 121N RBR MEC ") , Md47r¢ 25247 e4erst 26.63 PM,meler value ►- Vatae N: 606896.73' �--- T Y °... Cbor !Q iD3 9a Cu N 1p• IV042216' E EeI,QhS53.121 C-CN 89. 19' 37562.6E I = 1 E: 2169591.41' ! IIII IIII Z p a� NORTH 121N RBR MEC N: 606843.50' E: 2167372.09' CP1105 121N RBR MEC N: 606859.25' E: 2167966.88' v '-CP1107 W 1/21N RBR MEC N: 606872,91' E: 2168557.16' CP1109 121N RBR MEC N: 606886.54' E: 2169136.57 I -' N CP111� $ 0 o N o I e o O 0 o W o o �,/ 0 0 0 0$ 8 0 0 0 p+ o O p+ p O o o 0 0 0 0 o D IN RBR MEar 807272.1» • L ' Y1� °a } _ .ar W CP11p } } z �+p a N n 1�0 Y 1p po ppp 1 N� ap 4p o 0 0 } } 0D � o o N: 2170676.28 4 R 21N RBR Mbq N: 807288.38' MS N7 Q in 121N RBR MEC CP7121 M/ 6y n r1 N1 2 � CP1123 ap CP1 RBR Mt h 121N RBR N� 607437.P A h C) I - E: 2171040.08' 1 N' 607n .w 1 121N RBR MEC �\ aD 607293.84' 121N RBR MEC 12 N RBR M N:607318.26'E: 173219.19 N: 607317.70 2JZJfiJZ5ffAN: . ' E: 2173122.39' EI .2173232.17 Z -+ 1� T t� �� t� - �� - T T ���� - �� - iT 1 �� - �� - iT- �� - �+ - r T -� ♦• B �'a�� IX m I C�1 24 I Q CP1116 1/21N RBR ME RBR MEC z CP1127 W r 121N RBR MEC W Q CP1118 CP1120 121N RBR MEC N: 607266.09' - o172836.23' FFE2 121N RBR MEC I L IIC N: 607201.58' 121N RBR MEC W N: 607245.35' E: 217231278' 17 86CpI2.66' F' N: 607267.14' E: 2170763.17 z N: 607233.67' m E: 2171768.99' z E: 2173404.71' z J W E: 2171340.04' W W N 3 m ENGINEER DMWN BY IOWA CITY, IOWA -ONS ' SHEET NO. TMS TMS 191037 I' I' �+ 1740 Lininger Lane, SuOe 100 BENTON STREET REHABILITATION REFERENCE TIES -EO4ED BY NEIn Boon No. ocroBEN zort - building strong communities. North Ub", 1-52317 319-626-9090 MORMON TREK TO GREENWOOD DR AND BENCHMARKS CITY OF IOWA CITY BRB FIEIDBOOK MCC L U R E STP-U-3715(669)--70-52 G.04 o 760 SUNSET CIRCLE 723 STREB STREET I I LOCKILWT, RICHARD "2+4u I MIMI I I I I cla 1405 BENTON STREET it i —r - ! ---LILI 735 SF OF GRAHAM,CHERYL TEMPORARY EASEMENT 35S RT U.1 LEGEND: 3104,111F TEMPORARY EASEMENT C: "off 111113 OF OF INS" AGOIAS111`61 C--, �...��;E '©©' n ■ 12-„ 12-W - 17n8 — ,1,0 ��,2-ry — t2"w ,rw �.--,2-M ��—,71. - 12"W — - - - - — — — I 555+01., — 552+A.11 554-19.1 553+34.1 30.8' RT 551+19.0 30.8' RT 549+40.5 SS,v17.3 551+99., 31.7 RT I 31.0- RT I 553+y,,0 43.0' RT 42.8' RT 555+K1 31.9' RT 550+35.4 31.8' RT I 551+172 551+98.8 31.4' RT 43.2' R.0 1020 SF OF 31.8, RT �'• N2 SF OF 47.1 I I S00 SF OF 1020 SF OF TEMPORARY EASEMENT 549+40.8 /3.T RT TEMPORARY EASEMENT TEMPORARY EASEMENT TEMPORARY EASEMENT 43.9' RT I 1139 SF OF I 981 SF OF I I I I 1105 W. BENTON STREET TEMPORARY EASEMENT TEMPORARY EASEMENT I MIHALOPOULOS, ARISTOTELIS I I I 12 I H I w I IIIIIIIIIIIIIIIIIIII W I w i IIIIIIIIIIIIII1111111 II a �Illi I � 1201 W. BENTON STREET 1201 W. BENTON STREET 1129 W. BENTON STREET 1123 W. BENTON STREET I 1109 W. BENTON STREET SLADEK, MARY ANN SLADEK, MARY ANN ERICKSON, YASUKO IHRIG, RANDY 1117 W. BENTON STREET MIHALOPOULOS, BILL a O © EilI GLICK, JOHN „ NORTH , 0 0 10 20 40 GRAPHIC SCALE ENGINFiR [IMwN lY IOWA CITY, IOWA REVISIONS 'R� :NEE* No. TMS TMS 191037 I 0 � III 1740 unto er Lone, Su11e 100 9 BENTON STREET REHABILITATION CN.-Y NE1.0 O NO. OCTOBER 2021 MCC L U R E n building strong North Liberty, Iowa 52317 319-a2a-9oso MORMON TREK TO GREENWOOD DR BENTON STREET RIGHT OF WAY CITY OF IOWA CITY L� BIRO FIELDBOOK STP-U-3715(669,--70-52 1 1 -O 1105 W. BENTON STREET TEMPORARY EASEMENT MIHALOPOULOS, ARISTOTELIS 12 I I I I 1101 W. BENTON STREET I 1039 W. BENTON STREETBENTON W. BENTON STREET I VILL1015 A LA RESIDENTIAL HILL BORO RESIDENTIAL 13 I COOPERATIVE, INC. 14 COOPERATIVE, INC. I 15 I P-1 `7 3 N sc� Co t i � ram•,-1 LEGEND: CO ® RK:�� _.. AC(W ® EAS"ENT NORTH TEMPORAR® EASEMENTY B ,o m ro i GRAPHIC SCALE O Zr 37.0' RT 12-* 12"r �� 12"W �� 1�'W 12'YI 12"N �� 12'M 121E 12-W 12"W 124 12"N 3t,N3. 33A'RT i icrRT SW32., I .ar RT 2503 SF OF I .�„� 30111101 I I 755 W. BENTON STREET i TEMPORARY EASEMENT TEMPORARY EASEMENTS I BARE & BOOBOO TRUST 905 W. BENTON STREET I «rR* I I 5.1�. I 802 BENTON DRIVE 1 1 1 18 T& H INVESTMENTS, LLC i O eo'e RT I i (MULTIPLE OWNER �.rRr OCCUPIED UNITS) I I 1 I I I I i 1s I wl I l i 17 I � I I 1 1 ,�pppppp� pppppplp� I I I I I I I I CENTURYLINK I I NORTH I I I I I BOXES 0 10 20 40 I 1 I I I I GRAPHIC SCALE u+cirvEfx oxwwry BY IOWA CITY, IOWA x isiorvs �^ SHEET rv0 TMS TMS 191037 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION building strong communities. f1o"I Liberty, - "'° 52317 MORMON TREK TO GREENWOOD DR BENTON STREET RIGHT OF WAY CITY OF IOWA CITY CNKCED BT neEn eooK rvo OC70BER 2021 31 erty, l9090 BRB FIELDBOOK M � C L U R E �' H, 02 STP-U-3715(669)--70-52 ► i� o i --------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L- �' '---- - - - - -- 0 / i W. BENTON ST Z.-RY F OF 1946 SF OF EASEMENT TEMPORARY EA>1BERT --_� 564�31.8 i 33.0' RT RT 12'R /1Y �� 4 1Y"R Ir1w SQNL{ �111 RT 36Ta1i./ 44.{' RT 564+32.1 565+40.0 ► u.9' RT1 ► 755 W. BENTON STREET a40• RT 49 W. BENTON STREET PENNINGROTH 747 W. BENTON STREET 50.9' T 50.9'R. BARE &BOOBOO TRUST 565+40.1 CENTRAL STATE BANK ► ► ► SIN RT ENTERPRISES, LLC I ► I I I 18 � I 19 ► ' MULTIPLE CENTURYLINK LINES -- MAPS UNCLEAR ON EXACT LOCATION House Number Street Name Owner Last Owner First Temp Easement Area (SF) Permanent Acquisition Area (SF) 1 1405 W. Benton St. Graham Cheryl 1913 2 760 Sunset Circle Lockhart Richard 2293 3 800 Sunset Circle Bigelow Clinton 1300 364 4 723 Streb St. Kevin Lehman 1100 5 1311 W. Benton St. Woodard Fredrick 1513 132 6 1305 W. Benton St. Pratt Kevin 735 7 1201 W. Benton St. Sladek Mary Ann 1139 8 1129 W. Benton St. Erickson Yasuko 981 9 1123 W. Benton St. Ihrig Randy 982 10 1117 W. Benton St. Glick John 900 11 1109 W. Benton St. Mihalopoulos Bill 1020 12 1105 W. Benton St. Mihalopoulos Aristotelis 1020 13 1101 W. Benton St. Paulsen Kathleen 1422 14 1039 W. Benton St. Benton Villa Residential Cooperative, Inc. 1919 15 1015 W. Benton St. Hillsboro Residential Cooperative, Inc. 1652 16 905 W. Benton St. T & H Investments, LLC 2503 17 802 Benton Dr. (Multiple Owner Occupied Units) 3015 18 755 W. Benton St. Bare & Booboo Trust 1943 19 749 W. Benton St. Penningroth Enterprices, LLC 1946 v+cw�e Daum er IOWA CITY, IOWA xevisiONS ' TMS TMS 191037 'I f %V 1740 Lininger Lana, Su Be 100 BENTON STREET REHABILITATION CMKI(ED BY new eoac wo. OCTOBER 2021 building strong co" North liberty, Iowa 52317 C L U R E � 319-626-9090 MORMON TREK TO GREENWOOD DR BENTON STREET RIGHT OF WAY BRB FIELDBOOK MC STP-U-3 715 (669)--70-52 1 ++dd LEGEND: RIGHT OF WAY ACOUISRION ®PERMANENT EASEMENT NORTH ®TEMPORARY EASEMENT 0 10 20 40 GRAPHIC SCALE CITY OF IOWA CITY -{ c) r— 1 T-1 7y w GRAPHIC SCALE snEn No H.03 108-23A 113-2 111-01 88-01-08 84-16-13 84-17-12 TRAFFIC CONTROL PLAN PEDESTRIAN PATH CLOSURES COORDINATED OPERATIONS GENERAL TRAFFIC CONTROL NOTES: Refer to TC-601. Other work in progress during the sane period of time will THE CONTRACTOR SHALL EMPLOY SOUND PRACTICES OF SAFETY AND TRAFFIC CONTROL. THESE METHODS AND PRACTICES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 'Assumes 6 foot wide barricade. include the 1. THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH OTHER PROJECTS IN THE AREA. Closures nay need to be removed and re-established. crostructim of the projects listed. Coordinate operations with those of other contractors working within the 2. TRAFFIC CONTROL ON THIS PROJECT SHALL BE IN ACCORDANCE WITH SPECIFIC LAYOUTS SHOWN ON THESE PLANS AND STANDARD ROAD PLANS. TRAFFIC CONTROL DEVICES, PROCEDURES, AND sane area LAYOUTS SHALL MEET THE REQUIREMENTS OF THE IOWA DOT, AND CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AS ADOPTED BY THE Type III DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130 (MUTCO). Location Side Barricades• Remark, Project T of Work 3. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR. 4. ALL TRAFFIC CONTROL SIGNS SHALL BE PLACED A MINIMUM OF TWO FEET CLEAR OF THE OUTSIDE EDGE OF SHOULDER WHERE POSSIBLE. No. Iowa City Public Schools Au st23-Decemberl7 2021 MORMON TREK BLED NE CORNER L 1 PHASES 2,3 Work on the Emerald St Intersection should S. CONTRACTOR SHALL ERECT ALL WARNING SIGNS ON FIXED POSTS. PORTABLE MOUNTINGS FOR WARNING SIGNS MAY BE USED FOR TEMPORARY INSTALLATIONS OF 3 DAYS OR LESS. MORMON TREK BLVD SE CORNER R 1 PHASES4,5 be 6. THE PROPOSED SIGNING MAY BE MODIFIED TO MEET FIELD CONDITIONS, PREVENT OBSTRUCTIONS AND TO ACCOMMODATE CONSTRUCTION SCHEDULING UPON APPROVAL OF THE ENGINEER. JEMA CT SW CORNER coordinated such m muse minimal 7. ORANGE SAFETY FENCE SHALL BE PLACED ENTIRELY ACROSS THE TRAVELED PORTION OF THE ROADWAY AND SHOULDERS AT ALL LOCATIONS WHERE TYPE III BARRICADES WITH ROAD CLOSED SIGNS JEMA CT SE CORNER R 1 PHASES4,5 disco lion to school activities. Class dates ARE USED. R 1 PHASES4,5 are subject to change and should be WILLOWBROOK LN NW CORNER L 1 PHASES 2.3 monitored closely. 8. LONG TERM OR PERMANENT TRAFFIC CONTROL SIGNS THAT CONFLICT WITH SPECIFIC LAYOUTS SHOWN ON THESE PLANS ARE TO BE COVERED AS DIRECTED BY THE ENGINEER. WILLOWBROOK LN NE CORNER L 9. SIGN WASHING SHALL BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL AND REQUIRED AS DIRECTED BY THE ENGINEER. SPENCER DR SW CORNER R 1 1 PHASE3 PHASE2 U of I Nome Football Se tember 4th, 2021 10. REFER TO IOWA DOT STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION SEC. 4196.03 FOR SIGN REQUIREMENTS. SPENCER DR NE CORNER R 1 September 11. THE LOCATION FOR STORAGE OF EQUIPMENT AND MATERIALS BY THE CONTRACTOR DURING NON -WORKING HOURS SHALL BE AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL OBTAIN AND KESWICK DR MI CORNER PHASE2 18th 2021 PROVIDE A WRITTEN AGREEMENT WITH PROPERTY OWNERS FOR STORAGE OF EQUIPMENT OR MATERIAL OUTSIDE OF RIGHT OF WAY AND EASEMENTS SHDWN. KESWICK DR SW CORNER L R 1 I PHASE2 PHASE2 Se ptember 25th, 2021 October 9th 2021 12. THE BID ITEM "TRAFFIC CONTROL" SHALL INCLUDE THE COST FOR ALL TRAFFIC CONTROL MEASURES REQUIRED OF THE CONTRACTOR EXCEPT FOR THOSE WHICH ARE SEPARATE BID ITEMS OR ARE TEG DR SW CORNER R INCIDENTAL TO OTHER BID ITEMS. TEG DR SE CORNER R 1 2 PHASE4 PHASE4 October 16th, 2021 November 13th, 2021 13. SHOULD A SITUATION ARISE REQUIRING AN EMERGENCY RESPONSE TO THE PROJECT SITE OR ADJACENT LOCATION, THE CONTRACTOR SHALL MAKE REASONABLE ACCOMMODATIONS TO NOT HINDER TEG DR NE CORNER L EMERGENCY VEHICLES AND/OR PERSONNEL. WESTGATE ST MII CORNER L 1 1 PHASE2 PHASE2 November 20th 2021 Ensure no closures atSmset St duringan 14. BID ITEM 'TRAFFIC CONTROL' INCLUDES INSTALLATION OF TYPE IT BARRICADES AND R9-9 'SIDEWALK CLOSED" SIGNS AT ALL SIDEWALK CLOSURES. WESTGATE 5T ME CORNER L 1 PHASE2 U of l home footbaN times. 15. THE CONTRACTOR SHALL NOTIFY FIRE, POLICE AND EMS TWO WEEKS PRIOR TO CHANGES IN TRAFFIC PATTERNS. ESTRON ST NW CORNFR L 2 PHASE2 game 16. WHERE SAFETY CLOSURE BARRICADES ARE TO BE INSTALLED, ONE TYPE III BARRICADE WITH R11-2 SIGN SHALL BE INSTALLED PER LANE OF CLOSURE. ESTRON ST SW CORNER R 1 PHASE4 17. ALL ROAD CLOSURES AND DETOURS WILL NEED TO BE COORDINATED WITH AND APPROVED BY THE ENGINEER. E5TRON ST SE CORNER R I PHASE4 18. REFER TO SHEETS 3.02 - 3.06 AND TAB 108-26A FOR STAGING SPECIFIC TRAFFIC CONTROL SITUATIONS. REFER TO THE FOLLOWING STANDARD ROAD PLANS FOR OTHER TRAFFIC CONTROL EMERALD ST NW CORNER L I PHASE2 SITUATIONS THAT MAY BE REQUIRED: EMERALD ST ME CORNER L 1 PHASE2 TC-1 - WORK NOT AFFECTING TRAFFIC (TWO-LANE OR MULTI -LANE) EMERALD ST SW CORNER R 2 P4ASE4 TC-202 - WORK WITHIN 15 FT OF TRAVELED WAY DENBIGH 5T SW CORNER R 1 PHASE4 TC-213 - LANE CLOSURE WITH FLAGGERS DENBIGH 5T SE CORNER R I PHASE4 TC-233 - PAVEMENT MARKING OPERATIONS TWO-LANE HORN ELEMENTARY N MIDBLOCK L I PHASES 215 TC-252 - ROUTES CLOSED TO TRAFFIC HORN ELEMENTARY S MIDB LOCK R I PHASES 3,4,5 TC-681 - PEDESTRIAN DETOUR SUNSET ST NW CORNER L 2 PHASES SUNSET ST NE CORNER L 1 PHASE4 BENTON ST CLOSURE: SUNSET ST SW CORNER R 2 PHASES 1. ACCESS SHALL BE MAINTAINED ALONG BENTON ST DURING ALL PHASES OF CONSTRUCTION. SEE STAGING PLAN AND J SHEETS FOR FURTHER INFORMATION. SUNSET ST SE CORNER R 1 PHASE2 OAKCREST ST SE CORNER R I PHASE4 SPENCER DR, KESWICK DR, TEG DR, WESTGATE ST, ESTRON ST, DENBIGH ST, WYLDE GREEN RD, GEORGE ST, WEEBER ST, OAKKNOLL DR CLOSURES: OAKCREST ST SW CORNER L I PHASES 1. SPENCER DR, KESWICK DR, TEG DR, WESTGATE ST. ESTRON ST, DENBIGH ST, WYLDE GREEN RD, GEORGE ST, WEEBER ST, AND OAKKNOLL DR MAY ALL BE FULLY CLOSED FOR RECONSTRUCTION. DERWEN DR MM CORNER L 1 PHASE2 2. THE RECONSTRUCTION OF THE PRECEEDTNG INTERSECTIONS WITH BENTON ST MAY BE COMPLETED IN THE ORDER THE CONTRACTOR SEES FIT WITHIN THEIR PHASE TIMEFRAME SHOWN IN STAGING NOTES. DERWEN DR NE CDRNER R I P4ASE3 3. DUE TO LOCAL USE OF ROADS NO PLANNED DETOUR IS NECESSARY FOR CLOSURE ON THESE STREETS. STREB ST KM CORNER R 1 PHASE4 4. CONSTRUCT SIDEWALK EXTENSIONS SHOWN IN PLAN SETS. WYLDE GREEN RD SW CORNER R 1 PHASEI WYLDE GREEN RD SE CORNER R 1 PHASE I,2 JENA CT, WILLOWBROOKE LN CLOSURES: GEORGE 5T NW CORNER L 1 PHASE4 1. JEMA CT AND WILLOWBRODKE LN SHALL HAVE ACCESS MAINTAINED AT ALL TIMES DURING CONSTRUCTION. GEORGE ST NE CORNER R 1 PHASE4 r`s 2. CONSTRUCTION SHALL OCCUR WITH ONLY ONE HALF OF THE INTERSECTION CLOSED AT A TIME. GEORGE ST SW CORNER R I PHASES 2.3 GEORGE ST SE CORNER R I PHASES 23 , EMERALD ST CLOSURE: OAKNOLL DR NW CORNER L 2 PHASE4 wp 1. EMERALD ST SHALL RAVE ACCESS MAINTAINED AT ALL TIMES DURING CONSTRUCTION. OAKNOLL DR ME CORNER R 2 PHASE - 2. CONSTRUCTION AT EMERALD ST SHALL BE PRIORITIZED FIRST WITHIN ITS RESPECTIVE PHASE AND COORDINATED WITH THE SCHOOL TO CAUSE MINIMAL DISRUPTION TO IOWA CITY COMMUNITY SCHOOL DRIVE @ STA 557+00 SE CORNER R 1 PHASE2 �`} � DISTRICT. SIDEWALK P STA 558.75 S SIDE R 1 PHASES 2.1 3. CONSTRUCT SIDEWALK EXTENSIONS. SIDEWALK 9 STA 560+30 S SIDE R 1 PHASES 2.3 C•-.) r BENTON DR NW CORNER L 2 PHASE4 '-•-""", BENTON DR AND ADJACENT DRIVEWAY ENTRANCE CLOSURE: SIDEWALK @ STA 563+25 N SIDE L 2 PHASE4 T.T 1. BENTON DR SHALL HAVE ACCESS MAINTAINED AT ALL TIMES DURING WATER MAIN AND ROADWAY CONSTRUCTION. GREENWOOD DR NW CORNER L 1 PHASES 4,5 2. CONSTRUCTION SHALL OCCUR WITH ONLY ONE HALF Of THE INTERSECTION AT BENTON OR CLOSED A7 A TIME. SIDEWALK e STA 564+40 SW CORNER R I PHASES 2,3 �J+ 3. CONSTRUCTION OF THE WESTERN DRIVEWAY SHOULD OCCUR BEFORE OR AFTER BOTH SIDES OF THE BENTON OR INTERSECTION HAVE BEEN REOPENED TO TRAFFIC. SIDEWALK IS STA 565+25 SE CORNER R 1 PHASES 2,3 .R.,,,.. .• W VARIOUS DRIVEWAYS: 1. ACCESS TO LOCAL PROPERTIES SHALL BE MAINTAINED AT ALL TIMES DURING WATER MAIN AND ROADWAY CONSTRUCTION. 2. FOR FACILITIES WITH MULTIPLE ACCESS POINTS, ONLY ONE MAY BE FULLY CLOSED AT A TIME. 3. FOR FACILITIES WITH ONLY A SINGLE ACCESS POINT, ONLY ONE HALF OF THE DRIVEWAY MAY BE CLOSED AT A TIME. 4. SEE J SHEETS FOR FURTHER DIAGRAMS SHOWING CLOSURES. SUNSET ST CLOSURE: 1. ACCESS SHALL BE MAINTAINED THROUGH INTERSECTION AT ALL TIMES. FULL ROAD CLOSURE WILL NOT BE ALLOW ON THIS PROJECT. AT A MINIMUM ONE LANE MUST BE PROVIDED FOR EACH DIRECTION. 2. CONSTRUCTION SHALL BE COMPLETED IN 4 STAGES AS OUTLINED IN THE STAGING NOTES. 3. CONSTRUCTION OF RETAINING WALL ON NE CORNER SHALL BE COMPLETED IN THE PHASE OF THE ADJACENT SIDEWALK SECTION 3. SEE J SHEETS FOR FURTHER DIAGRAMS SHOWING CLOSURES. WATER MAIN CONSTRUCTION: 1. CONSTRUCTION OF WATER MAIN SHALL BE CONDUCTED IN TWO PHASES. THE FIRST SHALL BE FROM THE WEST END OF THE COSTRUCTION AT GEORGE ST THROUGH APPROXIMATELY STA- 557r08. PHASE 3 SHALL CONTINUE FROM THE PHASE 2 STOP AND CONTINUE EAST THROUGH GREENWOOD DR APPROXIMATELY STA. 567+68. FOLLOW TC-212 GUIDANCE FOR TRAFFIC CONTROL DETAILS. 2. CONSTRUCTION AT THE EASTERN WATER VALVE NEAR GREENWOOD DR SHALL REQUIRE FLAGGERS FOR TRAFFIC CONTROL WHICH SHOULD NOT LAST FOR MORE THAN THREE DAYS. 3. ACCESS SHALL BE MAINTAINED ALONG ALL DRIVEWAYS, SIDESTREETS AND BENTON ST AT ALL TIMES. 4. ALL WATER MAIN TESTING WILL NEED TO BE COMPLETED AND APPROVED BEFORE MOVING ONTO THE NEXT PHASE. TRAFFIC SIGNAL CONSTRUCTION 1. CONSTRUCTION OF TRAFFIC SIGNAL SHALL BE CONSTRUCTED IN COORDINATION WITH ADJACENT ROADWAY IMPROVEMENTS. INTERSECTION TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING 2. SIGNAL CONSTRUCTION. CONSTRUCT TEMPORARY TRAFFIC SIGNAL TO FACILITATE TRAFFIC FOLLOWING IOWA DOT 8010 SPECIFICATIONS BASED ON N.03 CONFIGURATION. SANITARY SEWER CONSTRUCTION 1. CONSTRUCTION OF SANITARY SEWER WILL REQUIRE DETOUR OF THROUGH TRAFFIC ALONG BENTON ST. SEE 3.10 DETAILS FOR MORE INFORMATION. 2. MAINTAIN ACCESS TO LOCAL RESIDENCES AT ALL TIMES. ENGwEER DR Rv IOWA CITY, IOWA REVISIONS ' ,;q, TMS TMS 191037 � 17401ininger Lary, Suite 100 BENTON STREET REHABILITATION f En No CNKI(ED BY REID ROOK rv0. oCTOBER 2021 building strong ,tmunities. Nodh Liberty, bva 52317 319-626-91190 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY BRB FIELDBOOK Mc C L U R E" J•01 ENGINEERING C" STP-U-3715(669)--70-52 - - -- 108-26A 10 09-01-08 es STAGING NOTES STAGING NOTES I (CYAN): 1. TRAFFIC PATTERNS: A. DETOUR TRAFFIC ALONG BENTON ST TO OAKCREST FROM SUNSET ST TO GEORGE ST. ALLOW ACCESS FOR LOCAL TRAFFIC ONLY. MAINTAIN ACCESS TO LOCAL RESIDENCES AT ALL TIMES. B. ALL ROAD CLOSURES WILL NEED TO BE COORDINATED WITH AND APPROVED BY THE ENGINEER. 2. PEDESTRIAN PATTERNS A. DETOUR PEDESTRIANS ALONG BENTON ST FROM SOUTH TO NORTH SIDE OF ROAD FROM SUNSET ST TO GEORGE ST. 3. CONSTRUCTION: A. AD]UST SANITARY MANHOLE AND INSTALL NEW SANITARY SEWER PER SHEET MSA.01. 108 08-81 STAGING NOTES : 2 (ORANGE): 1. TRAFFIC PATTERNS: A. MAINTAIN THROUGH TRAFFIC ON BENTON ST. B. MAINTAIN ACCESS TO ALL PROPERTIES THROUGHOUT CONSTRUCTION OF DRIVEWAYS AND WATER MAIN. C. SHIFT TRAFFIC TO FIRST HALF OF WILLOWBROBKE LN, BENTON DR AND DRIVE OPPOSITE OF GREENWOOD DR. D. CLOSE EMERALD ST, SPENCER DR, KESWICK DR, WESTGATE ST, WYLDE GREEN RD AND WEEBER ST AT FENTON ST. E. ENSURE THAT EMERALD ST IS PRIORITIZED TO OPEN FIRST. IF CONSTRUCTION IS EXPECTED TO EXTEND PAST THE START OF IOWA CITY COMMUNITY SCHOOL DISTRICT THEN ENGINEER MAY DETERMINE IF INTERSECTION MUST BE CONSTRUCTED IN TWO PHASES SO ACCESS TO THE SCHOOL IS MAINTAINTED FROM BENTON ST AT ALL TIMES. F. USE FLAMERS DURING CONSTRUCTION OF STORM SEWER ACROSS BENTON ST NEAR KESWICK DR. CONSTRUCT STORM SEWER ACROSS ROAD IN TWO SECTIONS. G. USE TEMPORARY TRAFFIC SIGNAL FOR DURATION OF TRAFFIC SIGNAL REMOVAL AND RECONSTRUCTION. H. SHIFT TRAFFIC ALONG BENTON ST TO THE NORTH ALONG THE EAST APPROACH OF THE INTERSECTION WITH SUNSET ST. I. SHIFT TRAFFIC ALONG SUNSET ST TO THE WEST ALONG THE SOUTH APPROACH OF THE INTERSECTION WITH RENTON ST. 2. PEDESTRIAN PATTERNS: A. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH STARTING AT MORMON TREK AND ENDING AT THE MID BLOCK CROSSING NEAR HORN ELEMENTARY. B. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH STARTING AT THE MID BLOCK CROSSING NEAR HORN ELEMENTARY AND ENDING AT GREENWOOD DR. C. DETOUR PEDESTRIANS ALONG SUNSET ST FROM THE EAST TO THE WEST SIDE STARTING AT DERWEN DR AND ENDING AT OAKCREST DR. 3. CONSTRUCTION: A. RECONSTRUCTION OF HALF OF APPROACHES AT WILLOW13ROOKE LN, BENTON DR AND DRIVE OPPOSITE OF GREENWOOD DR. 8. RECONSTRUCTION OF SPENCER DR, KESWICK DR, WESTGATE ST, EMERALD ST AND ADJACENT SIDEWALK AS WELL AS SIDEWALK CONNECTION ON OPPOSITE SIDE OF BENTON. C. PAVE SE CORNER OF SUNSET ST INTERSECTION AND SIDEWALK, ALSO CONSTRUCTION OF PAVEMENT WIDENING ALONG BENTON ST WEST OF SUNSET ST FOR EASBOIND LANES. D. TRAFFIC SIGNAL REMOVAL AND RECONSTRUCTION AT BENTON ST AND SUNSET ST. REMOVAL DETAILS PROVIDED IN N.03 SHEETS. INSTALL TEMPORARY TRAFFIC SIGNAL AT INTERSECTION PER IOWA DOT SECTION B010 SPECIFICATIONS AND CONFIGURATION SHOWN IN N.03. E. RECONSTRUCTION OF NYLDE GREEN RD, WEEBER ST TOGETHER WITH AD]ACENT SIDEWALKS IUD ALL DRIVEWAYS ALONG BENTON ST FAST OF SUNSET ST ON THE SOUTH SIDE. SEVERAL DRIVEWAYS MUST BE CONSTRUCTED HALFWAY IN PHASE 2 THEN COMPLETED IN PHASE 3. F. CONSTRUCTION OF ALL STORM SEWER AND CATCH BASINS INDICATED IN ] SHEETS AS PER PLANS. CONSTRUCTION OF STORM SEWER ACROSS BENTON ST AT KESWICK DR. G. RECONSTRUCT WATER MAIN BETWEEN GEORGE ST AND APPROXIMATELY STA. S57+00 (1039 W. BENTON ST). CONSTRUCTION SHALL BE OPEN -CUT ACROSS DRIVEWAYS AND SIDESTREETS. 3 (BLUE): 1. TRAFFIC PATTERNS: A. MAINTAIN THROUGH TRAFFIC ON BENTON ST. 8. MAINTAIN ACCESS TO ALL PROPERTIES THROUGHOUT CONSTRUCTION OF DRIVEWAYS AND WATER MAIN. ENSURE ACCESS TO DRIVEWAY AT IMMEDIATE SW CORNER OF SUNSET ST AT ALL TIMES. C. SHIFT TRAFFIC TO SECOND HALF OF WILLOWBROOKE LN, BENTON OR AND DRIVE OPPOSITE OF GREENWOOD DR. D. SHIFT TRAFFIC TO SINGLE LANE AT THE WATER MAIN PATCH ACROSS FROM GREENWOOD DR INTERSECTION. TRAFFIC ALONG BOTH BENTON ST AND GREENWOOD OR MUST BE CONTROLLED AT THE INTERSECTION. FLAGGERS MAY NOT BE USED FOR MORE THAN THREE DAYS. 2. PEDESTRIAN PATTERNS A. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE NORTH TO THE SOUTH STARTING AT MORMON TREK AND ENDING AT THE MID BLOCK CROSSING. B. DETOUR PEDESTRIANS ALONG SUNSET ST FROM THE WEST TO THE EAST SIDE STARTING AT DERWEN DR AND ENDING AT OAKCRE5T DR. C. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH SIDE STARTING AT THE MID BLOCK CROSSING NEAR HORN ELEMENTARY. 3. CONSTRICTION A. RECONSTRUCTION OF REMAINING HALF OF APPROACHES AT WILLOWBROOKE LN, BENTON DR AND DRIVE OPPOSITE OF GREENWOOD DR. B. PAVE SW CORNER OF SUNSET ST INTERSECTION AND SIDEWALK. C. RECONSTRUCT WATER MAIN BETWEEN APPROXIMATELY STA. SS7+00 (1039 W. BENTON ST) AND GREENWOOD DR. CONSTRUCTION SHALL BE OPEN -CUT ACROSS DRIVEWAYS AND SIDESTREETS. D. RECONSTRUCT SECOND HALF Of DRIVEWAYS FROM PHASE 2 TO THE EAST OF SUNSET ST ON SOUTH SIDE OF BENTON. E. CONSTRUCTION OF ALL SIDEWALKS ALONG SOUTH SIDE OF BENTON ST EAST OF 1039 W. BENTON ST TO GREENWOOD OR TOGETHER WITH WESTERN DRIVEWAY CONNECTING TO BENTON DR. F. CONSTRUCT PATCH ON WATER MAIN CROSSING NEAR GREENWOOD DR INTERSECTION AFTER WATER MAIN CONSTRUCTION I5 COMPLETE. 108_: 06-01 STAGING NOTES E 5 (RED): 1. TRAFFIC PATTERNS: A. MAINTAIN THROUGH TRAFFIC ON BENTON ST. B. MAINTAIN ACCESS TO ALL PROPERTIES THROUGHOUT CONSTRUCTION. C. SHIFT TRAFFIC TO SECOND RALF Of 3EMA CT. D. SHIFT TRAFFIC TO THE EAST ALONG THE NORTH APPROACH OF THE INTERSECTION AT BENTON ST AND SUNSET ST. E. CLOSE ALL DRIVEWAYS MARKED FOR PHASE 5 CONSTRUCTION AND REDIRECT TO SECTIONS OF DRIVEWAYS COMPLETED DURING PHASE 4. 2. PEDESTRIAN PATTERNS A. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH STARTING AT MORMON TREK AND ENDING AT SPENCER DR. B. DETOUR PEDESTRIANS ALONG SUNSET ST FROM THE WEST TO EAST SIDE STARTING AT DERWEN DR AND ENDING AT OAKCREST DR. C. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE NORTH TO THE SOUTH SIDE STARTING AT TEG DR AND ENDING AT GREENWOOD DR. 3. CONSTRICTION: A. RECONSTRUCT SECOND HALF OF ]EMA CT. B. RECONSTRUCT NE CORNER OF SUNSET ST INTERSECTION AND ADIACENT SIDEWALK. C. RECONSTRUCT ALL DRIVEWAYS COLOR CODED RED FOR PHASE S. 108-26 08-01-E STAGING NOTES IHASE 4 (GREEN): 1. TRAFFIC PATTERNS: A. MAINTAIN THROUGH TRAFFIC ON BENTON ST. B. MAINTAIN ACCESS TO ALL PROPERTIES THROUGHOUT CONSTRUCTION. C. SHIFT TRAFFIC TO FIRST HALF OF 3EMA CT. D. SHIFT TRAFFIC TO THE WEST ALONG THE SOUTH APPROACH OF THE INTERSECTION AT RENTON ST AND SUNSET ST. E. SHIFT TRAFFIC TO SOUTH ALONG THE EAST APPROACH OF THE INTERSECTION AT BENTON ST AND SUNSET ST. F. CLOSE TEG DR, ESTRON ST, DENBIGH ST. STREB ST, GEORGE ST AND OAKNOLL DR AT BENTON ST. G. SHIFT TRAFFIC TO NORTH AT LOCATIONS WHERE UNDER -PAVEMENT STORM SEWER CATCHMIENT BASINS ARE INSTALLED. MAINTAIN MINIMUM 10' TRAVELLED WAY FOR EACH DIRECTION AND SEPARATE VIA TUBULAR MARKERS. H. CLOSE ALL DRIVEWAYS MARKED FOR PHASE 4 CONSTRUCTION AND REDIRECT TO SECTIONS OF DRIVEWAYS MARKED FOR PHASE 5 CONSTRUCTION. 2. PEDESTRIAN PATTERNS A. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH STARTING AT MORMON TREK AND ENDING AT THE MID BLOCK CROSSING NEAR HORN ELEMENTARY. B. DETOUR PEDESTRIANS ALONG SUNSET ST FROM THE EAST TO THE WEST SIDE STARTING AT DERAN DR AND ENDING AT OAKCREST DR. C. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE NORTH TO TIE SOUTH SIDE STARTING AT THE MID BLOCK CROSSING NEAR HORN ELEMENTARY AND ENDING AT GREENWOOD DR. 3. CONSTRUCTION: A. RECONSTRUCT FIRST HALF OF 3EMA CT. B. RECONSTRUCT TEG DR, ESTRON ST, DENBIGH ST, STRIFE ST, GEORGE ST, AND OAKNOLL DR AND ADJACENT SIDEWALK. C. CONSTRUCT NE CORNER OF SUNSET ST INTERSECTION AND ADJACENT SIDEWALK TOGETHER WITH RETAINING WALL IN NE CORNER. D. CONSTRUCT ALL STORM SEWER CATCH BASINS AND INTAKES COLOR CODED GREEN FOR PHASE 4. CONSTRUCTION OF ALL SIMULATANEOUS IS DESIRABLE, BUT IF UNABLE TO DO ALL AT ONCE, GROUP SUCH AS TO MINIMIZE DISRUPTION TO TRAVEL PATTERNS. E. CONSTRICT ALL DRIVEWAYS COLOR CODED GREEN FOR PHASE 4. F. RECONSTRUCT SIDEWALK NEAR EAST PRO]ECT LIMITS 108-26A 08-01-08 CTAnTNn NATCC 1. TRAFFIC PATTERNS: A. MAINTAIN THROUGH TRAFFIC ON BENTON ST AND SUNSET ST. 2. PEDESTRIAN PATTERNS A. MAINTAIN PEDESTRIAN ACCESS WRING MOBILE OPERATION OF CRACK AND SEATING. 3. CONSTRUCTION: A. PERFORM CRACK AND SEATING OF BENTON ST FROM MORMON TREK TO ]UST PAST BENTON DR. B. PERFORM RESURFACING ACCORDING TO PLANS. 7—INEE,DBa N BY IOWA CITY, IOWA REvisioNs ' r Ho TMS 191037 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION building strong . ^f Unities. 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Nanb Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING 319-626-9090 STP-U-3715(669)--70-52 LEGEND • 42" CHANNELIZER X DRUM TRAFFIC SIGN PLAGGER L TYPE III BARRICADE ORANGE PLASTIC, - .,9AFjFTa{ FENCE CMS CHANGEABLE MESSAGE SIGN CITY OF IOWA CITY I NORTH 0 20 40 80 GRAPHIC SCALE J.03 \191 V7/-UW\uo-urawings Wo-nonsuvi.awg iDFInF<u<i o:<o rm EP fir �... 'i!vH- RIGS!' 6 ! 6 lil o 0 o UJI � - � t � zS;:► �p t .. oa .., +-„�•isn.. -. s.., s, -«., f: l: t'c: �t�.> >< - -_-. o e e r`..z,;.. �Y! ��}.• Y ;�•r .a .R s . �.•, Mrs'. �ta1�r}I.}'w.aw ",re-s'.• t ° o 0 0 0 0 0 0 ,.. o o 8 —p • .e '.- I o e e o 0 0! o 0 0 a a a a 6 o e e o a a a 0 0 0 0 a a 0 0 a a a a 0 0 a a �• jS`('"— . . �H,e _ i., 1j's •1 ...; J 1 �srh ~ t'xJP. 1✓f . 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Lw' a --#sb: -F ` _ _. t sr'�J��� �y* 4 I� '�� � �.. ..,_.��Y ,. PHASE 2 f0range) LEGEND • 4rCHANNELIZER - PHASE 3(BWe) SIDEWALK SIDEWALKcLosEn sloEwALlccxosEn SIDEWALK ROAD CLOSED ROAD ROAD ROAD >< DMI81 p AHEAD TO WORK CLOSED F ,c CLOSED �- -♦ USE OTHER SIDE THRU TRAFFIC CLOSED f1' '► I !� ty', n1 1t_ CROSS HERE CROSS HERE AHEAD AHEAD TYPE II BARRICADE PHASE 4 (Green) TYPE III BARRICADE NORTH OI O ® O © ® ® ii ORANGE PLASTIC 0 20 40 80 PHASES (Red) 1 f (� {` R9-9 R9-11 L R9-11 R R9-10 R11 R11-2 W20.1 W20-3 ' i v v i i SAFETY FENCE 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" 36" X 36" 36" X 36" INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON cNs CHANGEABLE GRAPHIC SCALE PHASE 6(Magenta) TYPE II BARRICADE TYPE III BARRICADE TYPE III BARRICADE SIGN POST SIGN POST , MESSAGE SIGN SIGN DETAILS REVISIONS ENGINEER oluwN By IOWA CITY, IOWA /�'� SHEET NO. TMS TMS 191037 1740 Lininger Lane, Saite 100 BENTON STREET REHABILITATION CHECKED By PEW BOO•NO. OCTOBER 2021 bUlldlfl9 5}fOf1f3 :.'.;^ North319 26-9090, Iowa 2317 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY BRB FIELDBOOK MCC L U R E'" J.04 STP-U -3 71516691--70-52 ca LU F a F_ -etµ A ` •M.r. e I I PHASE 2 (Orange) PHASE 3 (Blue) PHASE 4 (Green) PHASE 5 (Red) PHASE 6 (Magenta) IOWA DOT TC-212 pit 4 AOL t Awl. 7 _ o k o BENTON ST - ° ° ° ° T it t Q'T A e 1 .: '. fit. -� , r � ` a:� i•�>R�._. � m W r SIDEWALK SIDEWALK CLOSED El SIDEWALK CLOSED ROAD CLOSED ROAD AHEAD �► TO CLOSED CROS~HERE CROSS USE OTHER SIDE THRU TRAFFIC CLOSED O 1 R9-9 R9-11L R9.11R R9-10 R11-4 R11-2 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" INSTALL ON INSTALL ON INSTALL ON TYPE II BARRICADE TYPE III BARRICADE TYPE III BARRICADE SIGN DETAILS it' 4 d E •_ Z �o ` > ! Orat e ...X%:m ROAD \ ONE LAN • ROAD WORK ROAD CLOSED AHEAD AHEAD AHEAD 07 W20.1 W204 W20-7A'. ' - _ :W2A 48" X 48" 48" X 48" 48"X 48" 48" X 48" INSTALL ON INSTALL ON INSTALL ON INSTALL ON SIGN POST SIGN POST SIGN POST SIGN POST Phase 4, Water Maw Ends LEGEND • 4r CHANNELO R IIIIIIII� X D DI IIIIIIIIII TRAFF� SIGN FLAGGER L TYPE III BARRICADE NORTH ORANGE PLASTIC 0 20 40 90 SAFETY FENCE CMS CHANGEABLE GRAPHIC SCALE MESSAGE SIGN oewvm er IOWA CITY, IOWA RE�sioNs ' TMS TMS 191037 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION eE1-1NO. OCTOBER2021 building strong :O"li^,�,,11*g.� North Liberty, 626-90902317 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY -BRB, FIELDBOOK MCC L U R E " STP-U-3715(669)--70-52 J'05 ,I 91037-000\06-Drawings\06 - PI—V01 elwg 10/14/2021 6'27 PM PHASE 2 Y_ VOW. 4 171--- . e 41 .0( 29rl „ - V . ,. jr r - !� ' 1 Ae >: + T " a. i1S' • y 'fir 1 ace J + J * ;+.Y • ` z M ,a F.r� �.. la,;�....es, ix r i . r ,.' o ar . �'�* t � �,, • r� ajaN .• r t•r ,: � � •E� � � r _,a11e Lr s m r r , t x 4. '�41 �F � •' �, t. � � + 91 • ,,,t %.. � y t Y A a a o _ w- • • - 4 elf•, VK cp ' •� ���,r t'jr•a o g,,�F Y�\' e� f1��M�R•. -� 't4 � �' t."�`f� s ...:'+E� i p mot' m r .+Pk _ ; Y • Z 1 4 �±�- 44 Fl , - , 4 + i1 T ^ • , `••6r' : 'K C, . �•S. irR.� A.+al�+� E . • O • Z . . - T.' f r ■■ �9 ;xK • f ' . G 4- V AM ' t E p�••��.�ccc f E� e PHASE 2 (Orange) PHA3E3(Bkw) PHASE 4 (Green) PHASE 5(Red) PHASE 6 (Magenta) ENTMSEE eTMS BeRwBE C—D. r.o FItEOeOK. K C SIDEWALK sxlEwAucCLOSED slorwALxcLosED ROAD CLOSED E„D ,�,E„p �� To ROAD SIDEWALK A CLOSED -- USE OTHER SIDE CROSS HERE THRU TRAFFIC CLOSED CROSS HERE O (2) (3) ® OO 119-9 119-11 L R9-11 R 119-10 R11.4 R11.2 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" INSTALL ON INSTALL ON INSTALL ON TYPE II BARRICADE SIGN DETAILS TYPE III BARRICADE TYPE III BARRICADE IOWA CITY, IOWA rEvisior+s 191037 I'I� OCTOBER 2021 MCC LURE' building strong 01 ROAD WORK AHEAD �7 W20-1 36" X 36" INSTALL ON SIGN POST 1740 Lining- Lane, Suite 100 BENTON STREET REHABILITATION North Liberty, Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING STP-U-3715 )669)--70-52 LEGEND • 42-CHARxgIZER x DRUM f ,RAFACxIw TYPE 11 BARRICADE ` TYPE III BARRICADE GRANGE PLASTIC SAFETY FENCE CMS CHANGEABLE MESSAGE SIGN CITY OF IOWA CITY av NORTH 0 20 40 80 GRAPHIC SCALE SHEET "o J-06 : :; Ili _;3p- �,�. =- • .•� _ ;�: " 3 HASEP_ A a . r M 4. a . . i r ,J+,• r , 1' r`VI m .Y=z �C`--- `': 1` . tc` - "r.., '"'f'+-,• '"',,; tee. .i �"' t+. • c a 5++ jo *a1 IF q_, THROUG}i DER ti f« D` • a.-- ,,�i C>; �1 t' •R 4 - _ r -• r r µ z ; , � -�' + • fit. 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PHASE 2 (Orange) PHASE 3 (Blue) PHASE 4 (Green) PHASES(Red) PHASE 6 (Magenta) SIDEWALK SIDEwALKCLOSED CLOU D SED slDEwwccLoseD ROAD CLOSED AHED �� To ROAD CROSS CROS-• USE OTHER SIDE THRU TRAFFIC CLOSED CLOSED O (2) (3) ® Os R9.9 R9.11 L R9-11 R R9.10 R114 R11.2 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" INSTALL ON INSTALL ON INSTALL ON TYPE II BARRICADE SIGN DETAILS TYPE III BARRICADE TYPE III BARRICADE ROAD WORK AHEAD W220--1 �+ 36" X 36" INSTALL ON SIGN POST I { � Gi AON Hal \;0 m (q r jr bt u { NORTH 0 20 40 go GRAPHIC SCALE ENGINEER o,,twN er IOWA CITY, IOWA E SON1 '- .3 SHEET NO TMS TMS 191037 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION CNK+2D eY eEln—No. OCTOBER 2021 building strong North Liberty, Iowa 52317 M� C L U R E " 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY BRB FIELDBOOK STP-U-3715 (669)--70-52 J.07 W SE 4 : J s��y/tf t R� ` •T75 - . - ' A : 24F III c 0 _ ,SUNS T E \ , a >: m cn ST l 17 .:S 1'• R .. ti > ,lei z , z a - \ a 4 w S � • ..... . +.- lam, ! , , \ _ - `- =� Awl ....� .ram..-. ;• -�.. R� k � 1 ` ^I — z 1AL 61L 7� PHASE 2(Orange, PHASE 3 (Blw) PHASE 4 (Green) PHASE 5 (Red) PHASE 6 (Magenta) ENGINEER -B TMS TMS CHEct30 BY HE1D BOOK NO BRB FIELDBOOK SIDEWALK Im— ED E ED SIDEWALK CLOSED ROAD CLOSED ROAD ROAD TO WORKCLOSED USE OTHER SIDE THRU TRAFFIC CLOSED AHEAD O ® O ® O 119.9 R9-11L R9-11R 119.10 R114 R11-2 W20.1 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" 36" X 36" INSTALL ON INSTALL ON INSTALL ON INSTALL ON TYPE II BARRICADE TYPE III BARRICADE TYPE III BARRICADE SIGN POST SIGN DETAILS IOWA CITY, IOWA 191037 OCTOBER 2021 4J`1 EEVi5iON5 III1740 Llninger Lane, Suite 100 BENTON STREET REHABILITATION building Strong : -_,0.c North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING M c C L U R E n 319-626-9090 STP-U-3715(669)--70-52 LEGEND • 4T CHAN ELM X DRUM TRAFFIC SIGN TYPE II BARRICADE [ TYPE III BARRICADE GRANGE PLASTIC SAFETY FENCE CMS CHANGEABLE MESSAGE SIGN CITY OF IOWA CITY SHEET NO J.08 P:\191037-000\06-Drawings\06 - PlanW01 dwg 10/14/2021 6:27 PM PHASE 2 (Orange) PHASE 3 (&w) PHASE 4 (Green) PHASE 5 (Red) PHASE 6 (Magenta) -. - )• P HASE 5 .-B a� , r , y L � -. 'r - " y 41 4 v 1'r.. '-r p o ° s - '^ } <_.,- - • e ° ° ° e e °f uiJli Lt�.n ir..Eri/ii:r<:i r<"J ._._ \:�^` !6 I ST 17 iL , IF Cn qk a'- •n'rit,,.� `v A �[♦ S Ilk t If AM ' .. <, '+. .'[';`^'%�tIR • Tyr -., t r . _R� y . , "''�. �1„jgr..J" i t-4 SIDEWALK SIDEWALK CLOSED StDEWALKCLosED SIDEWALxCLosED ROAD CLOSED ROAD AHEAD AHEAD TO CLOSED CROSS HCROSS useoT~� THRU TRAFFIC CLOSED O ® O ® O R9-9 R9-11 L R9.11 R 119-10 R11 4 R11.2 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" INSTALL ON INSTALL ON INSTALL ON TYPE II BARRICADE TYPE III BARRICADE TYPE III BARRICADE SIGN DETAILS ROAD WORK AHEAD WO720 1 36" X 36" INSTALL ON SIGN POST LEGEND • 4r CNANNEIIZER X DRUM TRAFFIC Shill TYPE II BARRICADE [ TYPE III BARRICADE ORANGE PLASTIC SAFETY FENCE CMS CHANGEABLE MESSAGE SIGN GRAPHIC SCALE E"—El —l1' IIEhs10N5 IOWA CITY, IOWA TMS TMS 191037 II00 1740 Lmmger Le, Suite too BENTON STREET REHABILITATION —COD.' en°—.0 OCTOBER 2021 bUlldlfl9 51fOI1(j COIT1fT1UI1111BS. North lil9-626-w°52317 BRB FIELDBOOK _ M� C L U R E M 3t9-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY c R N C o- STP-U-3715(669)--70-52 J.09 �i>iv.s/-vw�u°-ur ings�u°-Hans Vv i.awg iu/i+/<u<i D.</rm PHASE2(0r-p) - PHASE 3 (131ae) PHASE 4 (Green) PHASE 5 (Red) PHASE 6 (Magenta) I PHASF 1 nFT �'J It f AY y Mn,. � V N t.- p; : a • AI I _ a` . r Ail 0 ..� ♦0, 3 1 S — L9 to ETOU SIDEWALK °°•° ROAD CLOSED ROAD ROAD ROAD DETOURTO DETOUR 2 THRU TRAFFIC CLOSED WORK CLOSED AHEAD CLOSED ,emu u� AHEAD AHEA DETOUR Z M DETOUR FS O 1/1 OO © O ® ® a I, ©f® 0� R9-9 R9-11L R9-11R R11-4 R11-2 W20-1 W20-3 W20-2 M;- M -9R+ v j*114-8L-`M4-8R R3-1 R -2 30" X 18" 24" X 18" 60" X 30" 48" X 30" 36" X 36" 48" X 48" 36" X 36" 30" X 24" 24" X 12" 24" X 24" INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON TYPE II BARRICADE TYPE III BARRICADE TYPE III BARRICADE SIGN POST SIGN POST SIGN POST SIGNPOST ' SIGN POST SIGN POST SIGN DETAILS u,clNu. ow,wN B. IOWA CITY, IOWA TMS TMS 191037 c K.. er "era eooK No. OCTOBER 2021 BRB FIELDBOOK RMSIONS 000 III" . 1740 Lining- Lane, Su,te 10o BENTON STREET REHABILITATION building strong communities. North Liberty, Iona 52317 Mc C L U R E n, 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING STP-U-3715(669)--70-52 LEGEND 4Y CHANNELIZERR x DRUM F TRAFFIC SIGN TYPE II BARRICADE `[ [ TYPE III BARRICADE ORANGE PLASTIC SAFETY FENCE CMS CHANGEABLE MESSAGE SIGN CITY OF IOWA CITY I IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIpp11 I �Illla D''ll� NORTH 0 40 80 160 GRAPHIC SCALE J.10 :3c:::=== -- LEGEND: - HMA OVERLAY HMA OVERLAY FILLET ElPCC PAVEMENT Im PCC DRIVE aPCC SIDEWALK EL=701.40 .f d STA 11+17*25, 22.18- LT EL=700.36 STA 11+15.29, 19.88' LT EL-700.31 STA 11+08.78, 15.53' LT---EL=700.17 STA 11+01.12,14.00' LT— EL=699.42 STA 10+96.19,14.00'LT� EL=699.04 (LP) STA 10+85.56,14.00' L EL-699.28 00+Z I. I W. BENTON ST 1 1 '• STA 11+20.94, 23.35' RT EL=698.20 (HP) STA 11+16.48, 18.36' RT --j ; EL=698.13 STA 11+10.62, 15.11' RT EL=698.06 1 STA 11+24.00, 0.00' EL=699.43 STA 11+04.02, 14.00' RT EL=698.00 STA 11+00.27, 14.00' RT EL=697.96 (LPI U STA 0. 0' E1=699A2 37, 99.12 Q STA 10+85.56, 14.00' RT EL=698.68 W I STA 10+S5.56, 0.00, i EL-699.S8 t I GEOMETRIC AND STAKING DETAILS NOTES N 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHER9,NQT SHOWN IS 15 FEET. 3. ELEVATIONS $HQWKARE TOP QF SL AB bf(fORM GRADE. 4. ELEVA71Qf15 31{ N IN PAItENTFI�SIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY' JOINTS NOT PERMITTED. 0 7s 1s 30 ENGINEER GRAPHIC SCALE REVISIONS T Dw,wNev IOWACITY,IOWA III�� TMS TMS 191037 SHEENO. " 1740 Lininyer Lone, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC building S1fOn North Libe ty, 1-52317 CHECKED BY IEL BOOK N. OCTOBER 2021 MCC L U R E' 9 9 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY L.01 BRB FIELDBOOK STP-U-3715 (669)--70-52 IV:1/-UW\UO-UfewlAgS\VO-YItln2\IV l.tlwg IU/I6/2U21 6:.13AM ID 00+ZI• I I JOINTING DETAILS ti1fl1 `fI Q 6 A0IN IZILY ENOINFER DMwN BY IOWA CITY, IOWA R ISIONS TMS TMS 191037 1740 Lining- L°no, Suite 100 II'% BENTON STREET REHABILITATION building strong communities. "OHh319 CHECOD BY MI°Boat No. OCTOBER 2021 26-909023T7 MSC " MORMON TREK TO GREENWOOD DR BRB FIELDBOOK . L U R E STP-U-371516691--70-52 NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. S. KEYWAY JOINTS NOT PERMITTED. INTERSECTION GEOMETRIC STAKING CITY OF IOWA CITY 01�t` NORTH 0 7.5 15 30 GRAPHIC SCALE SHEET NO. L.02 IYIW/-UW\VO-uE°wmgs\vo-n°n5\IV Lawg IU/w/�VL1 a:d3 /1M WI `.d O O �I ml O J 00+v STA 20-93.50, 11.00' LT EL=692.47 STA 20+65.71,11.00' LT EL-692.30 STA 20+77.89,12.59' LT EL=692.34 STA 20+71.72,16.66' LT EL=692.40 I STA206L23.23.34' L EL=692.37 00+0Z LEGEND: - HMA OVERLAY OHMA OVERLAY FILLET a PCC PAVEMENT PCC DRIVE PCC SIDEWALK GEOMETRIC AND STAKING DTIt { i Z i 1 wv 0 t0 d 1�Ot ENGINEER DRAWN BT RF/ISIONS --% 1owA c1n, IowA / _ TMS TMS I / 191037 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION ' I / � '' CHECKED BY HELD BOOK No. OCTOBER 2021 building Strong t"' North 2690902317 MORMON TREK TO GREENWOOD DR BRB FIELDBOOK MSC L U RE' STP-U-3715(669)--70-52 00+K 1 STA 31+00.75, 14.00' RT EL=695.12 -STA 30+87.91, 14.00' RT EL-694.46 -STA 30+81.44, 14.00' RT EL=694.94 —STA 30+75.70, 15.13' RT EL=695.12 (HP) STA 30+70.83.18.37' RT \ STA 30+64.00, 0,00' EL=694.73 W. BENTON ST 9+9 - -, , >:. 510+8893, 16.49' RT -� NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. S. KEYWAY JOINTS NOT PERMITTED. INTERSECTION GEOMETRIC STAKING CITY OF IOWA CITY I top NORTH 0 7.5 15 30 GRAPHIC SCALE SHEET NO L.03 FAA 91037-0U0\U6-L)—ngs\U6 - rions\IU I.ewg IU/18/2021 8.33 AM OO+OZ LEGEND: - HMA OVERLAY HMA OVERLAY FILLET PCC PAVEMENT El PCC DRIVE PCC SIDEWALK JOINTING DETAILS 00+0£ NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. S. KEYWAY JOINTS NOT PERMITTED. , NORTH 0 7.5 15 30 GRAPHIC SCALE e+ewsee oenwH BY IOWA CITY, IOWA �" sheer Ho. TMS TMS III �" 1740 Lininger Lana, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 Liberty, Iowa cnecseo er Hein eooK no. OCTOBER 2021building Strong North319-626-90902317 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK MCC L U RE' L•04 STP-U-37151669)--70-52 PAI91037-000\06-Drawings\06 - Plans\101.dwg 10/18/2021 8:33 AM Q - YI STA 41.1585., 0.00' EL=699.10 5ft41+0006.09, 0. 00, TA 41+15.85, 11.88. LT VSSTA11N5.85, 11.8T RTEEL=698.93 STA 41+13.57,12.50'LT � STA41+12.47,12.54'RT EL=699.33 EL=699.35 STA 40+98.63,12.50'LT } �S TA 0+98.63,12.50'RT EL=698.94 00+ =699.03 / 00+Z9 STA 40+75.00, 0.00' RT ( RSTA 401+83.512.WT STA10+ EL=699.55 EL•699.70 STA 40+7B9,13.85' LT STA40+77.02,13.76'RT EL-699.66 I EL=699.86 STA 40+71.36,17.64' LT I STA 40+71.47, 17.43- RT EL=699.78 p L=700.04 __ STA 40+67.74, 23.23' LT STA 40+67.76, 22.96' RT 0 0 515+90AS-16.50' LT '1 STA 16+49.66, 16. W' LT STA 516+71.25 16.54' LT 3L=704414. f A316+57.25, _.. ___... =T04.41 EL•705:22___._.. n o EL=700.02 o o __j_LO _.._ STA 40+64 Q0, 9 � I , W. BENTON ST _ :. STA 51+36.00, 0.00, STA 518+59.78, 7.25' RT -STA 518+75.11, 7,2 RT - EL=706.38 G STA 51.34 " . STA 616+71,25 STA 51+30.00, 0.00' STA 5+84.19, 16.50' RT STA 51fi+D9.19, i6.50; RT f # STA 517+47.92,16.50' RT STA 51+20.00, EL=702.39 L=703.60 `f STA 518+61.76, 16.50- RT STA 517+75.26,16.50' RT c �;'` EL=7051 EL=702.84 - Qhy i ' STA 51+31.59, 33.44' LT EL 705.01 .57, 33.94' RT I EL=703.00 I� - • = - STA 51+26.09, 25.82' RT + STA 511+26.17, 25.34' LTEL=704.47 1 l STA 51+18.06, 19.92' LT EL-703.32 STA 51+17.97, 20.10' RT STA 51+08.53, 18.00' LT _ EL=704.13 ti EL=703.49 51+08.47, 18.50' RT : L=703.98 / � \ STA 51+10.00, 0.00' - E1=703.70 STA 51+00.010, 0.00' _ EL-703.80 ' STA 50+84.80,18.00' LT STA 00-E 1.80,18.50- RT / LEGEND: EL=704.33 EL17 14,2i HMA OVERLAY I STA 50 +84.8 , 0.00. C9 \ -- HMA OVERLAY FILLET W EL=704.24 ` PCC PAVEMENT I PCC DRIVE PCC SIDEWALK t GEOMETRIC AND STAKING DETAILS NOTES aIIAN'�lyl 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 111u�u''r �MII 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. o Is 15 30 GRAPHIC SCALE ENGINEER -BY IOWA CITY, IOWA M1aIdA h SHEET NO. TMS TMS 191037 woo 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC CHECBED BY fl- BOOK NO. OCTOBER 2021 MCC L U R E • North Liberty, Iowa 52317 bUII0�lr19 51fOf19 communities. 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY L.05 BRB FIELDBOOK STP-U-3715(669)--70-52 11037-000\06-Drawings\06 - Plans\IOl.awg 10/18/2021 8:33 AM -4 00+1, 12.S + 1Y.8 BT BT CD __ CD \` to NN CID CD 1 0 00 � / 00+ZS I 0 W. BENTON ST 12,11 • o B B - omors„ roo oP� rm om �, 8.5' 9.5' 9.0' 9.0' 9.51 9.0. 0 CD _ CD _ CD CID bD� u u `tomH u N - o / �- ON CD 9.0. CD I 9.0. CD 9.S' CD re raq e r. f _.. __._.. ..: rosy wEy ""- "CID CD CD CD +LS r CZ +. IZ 9.0 8.0' 9.0' US, CID Co CD CD ioL .0' 9.0' 9.5' 8T BT BT S LEGEND: HMA OVERLAYUj '0 V HMA OVERLAY FILLET PCC PAVEMENT PCC DRIVE PCCSIDEWALK t I CD C-3 O L-�1 D �. C: 1 -< r— f`•l T>• i s t _ �p W fV JOINTING DETAILS NOTES U��I�pid���d ���IIIIIIIIIIIII�I� 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. Il�a III 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE ENcwEEI D—H er IOWA CITY, IOWA —sioNs ' ana SHEET NO TMS TMS 191037 � 1740 Lininger Lane, Sune 1DO BENTON STREET REHABILITATION INTERSECTION GEOMETRIC C.—E-1 HELD ROOK NO. building strong communities North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY OCTOBER 2D2, MCC L U R E'" 319-626-9090 L.06 BR8 FIELDBOOK STP- U -3 715 (669)--70-52 00+09 LEGEND: IKHMA OVERLAY HMA OVERLAY FILLET PCC PAVEMENT PCC DRIVE I� PCC SIDEWALK GEOMETRIC AND STAKING DETAILS pggll�l�ll TES ��III' I��I��I�� III�IIII 1.OREFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH S. KEYWAY JOINTS NOT PERMITTED. 0 7S 76 30 "GRAPHIC SCALE ENGINEER D.WN BY IOWA CITY; IOWA REVISIONS sNEEr No. TMS TMS 191037 I' f % t7ao L ningar Lone, suae too BENTON STREET REHABILITATION INTERSECTION GEOMETRIC cNECKEo er NEID FKROKNO. OCTOBER 2O2t MCC L U RE' buildingstrop communities. Norm Liberty, Iowa 52317 9 319.626-9090 MORMON TREK TO GREENWOOD DR STAKING - CITY OF IOWA CITY L.07 BRB FIELDBOOK _ STP-U-3715(669)--70-52 ENGINEERING CO. Iw/-vuu�uD-urawingswD - ngnsuv LDwg I V/ 1 a/LVL t D:34 M'1 LEGEND: - HMA OVERLAY HMA OVERLAY FILLET PCC PAVEMENT PCC DRIVE PCC SIDEWALK 00+09 JOINTING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. 5. KEYWAY JOINTS NOT PERMITTED. A ``KK "0 NORTH 0 7.5 15 30 GRAPHIC SCALE ENGINEER 3-BT IOWA CITY, IOWA RE SIONS ��� - sNEET NO TMS TMS 'If =" -k: 1740 Lininger Lane, Saite 1Oo BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 North Liberty, Iowa 52317 CNK—eT FIELD tr00KN0. OCTOBER2021 bUllf�lfl9 SffOfl9 C0111lT1Ufltf1@5. 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK MCC L U RE' L•08 STP-U-371516691--70-52 P \191037-000\06-Drawings\06 - Pl—\101 dwg 10/18/2021 8.34 AM 00+Z1 I 526+04.62, 20.00' LT STA 526i64.6B, I0.80' LT STA 81+17. 1 EL-752.46 STA 80+96.41. EL=754.83 STA 80+94.70, 18.32' LT- EL=755.72 STA 80+75.18, 25.14' LT EL-755.66 +74.86, S26201 LT STA 80+69.33, 34.63' LT ,�A9 EL=755.514 _... STA 527+40.23,16.50' LTA Y •. -� STA 525+96 76, 20'00 RT EL=750.49 W. BENTON ST STA 526+16.36, 16.�0' STA 526+17.0820.00SETL/=A77512�+8355.000000'`ESLT=A7 7/'-A2+24.67, .=6i 527 T.2S5T' ART527+16.41, 7.12' RT EL=755.30 J T=5564850' RT TA7i'0 STA 71+32.67, 26,27' LT-- ELa751.78 STA 71+28.28, 19.83- L STA 71+21.83,,0.51'LT- EL-752.24 STA 71+14.21,14.00' LT EL=752.35 STA 71+08.76,14.00' EL-752.42 I- I0 J QI LI W M LU -STA 81+ 7.63, 0. W ELn752. 8 STA 81-17.03, 15.50' RT EL-752.73 STA 81+02.30, 0.00' EL=754.42 STA 80-77*30, 0.00' EL=756.02 STA 80+90.88, 15.50' RT EL=754.93 STA 80+81.40, 17.37' RT EL-755.75 STA 80+73.34, 22.69' RT EL=756.15 _ .__i STA 80+B7.89,."r-RID 0 EL=756 22 TA 528+27.52, 6 04' RT -STA 527-52.70.14 00' RT EL-757.02 / EL=755.72 -STA 527+52.70,16 50' RT m STA 528+27.94, 16,¢9` R EL=75620 ' STA 526+92M. 16 W RT EL=753.90 ST A. 5 72.08, 20.00' tl STA 71+31,41, 26.7C RT E 7r. 8 EL=753 6q__� Y STA-71+27.21, 20.1V RT__-. -EL=753.36 STA 71+20.82, 15.69' RT (:( EL=753.20 STA 71+12.77,14.00' RT I' :n EL-753.16 Z STA 71+08.76, 0.00' O EL=753.07 -- STA 70+91.46, 14.00' RT EL=753.72 W I STA70+91. .00' EL�753.93 LEGEND: - HMA OVERLAY I HMA OVERLAY FILLET OPCC PAVEMENT t PCC DRIVE PCC SIDEWALK STA 80+65.88, 40.11' RT EL=756.37 7-STA328+3134;-16.50' LT- EL=756.39 STA 526+S0.00, 6,17' RT! EL=757.36 STA 526+50.00. 1652' RT �n �I 00+Z6 STA 529+79.64, 20 ' E STA 529+49.72, 20.60' LT O EL=758.93." - .: - - STA 530 29 32, 6.40' RT EL=762� .... STA 530+04 45. 6.10' RT EL=761. x ...--••"'`~ STA 91+35.87. 0.00' STA 91+17.34, 0 00' STA 91+09 26, O00' t STA 530+29.57, EL i6i "- 16.50- RT 11 - __ ___-__ __ STA 91+37.05, 30,S9' RT STA 529+06.25,16.50' RT 83 STA 527+93.48, 20.00' RT EL=758.05 STA 91+29.37, 44.11' LT _ EL=757.23 EL=758.44 STA 91+27.8434.33' LT Y I , EL=758.75 '" STA 91+33.37, 25.92' RT ,.; EL=760.04 STA 91+25.21, 20.62' RT EL=760.43 STA 91+22.64, 25.91' LT -- STA 91+15.70,18.60' RT EL=759.15 1,6 __,, EL=759.79 STA 91+14.57, 20.17- LT STA 91+11.35,18.60' RT 00+09 EL=759.45 • EL=759.86 STA 91+04.91,18. STA 90+95.85,18.69' RT EL=759.60 EL=760.13 STA 90+96.05, 18.W LT EL-760.10 STA 90+96.26, 0.00' EL=760.36 Z STA 90+75.48, 0.00' STA 90+75.48, 18.60' RT W I G EL-761.13 EL=760.94 t GEOMETRIC AND STAKING DETAILS ENGINEER RAwN IOWA BY IOWA i 191037 �eR REVISIONS I'I TMS DTMS 1740 Liningor Lana, Suite 100 BENTON STREET REHABILITATION 9103 bUIITlf9 S}f019 communities. North 99wa 2317 MORMON TREK TO GREENWOOD DR CH-D BY HE1-111OCTOBER 2021 312e 090 BRB FELDBOOK MCCLURE STP-U-3715(669)--70-52 NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. S. KEYWAY JOINTS NOT PERMITTED. INTERSECTION GEOMETRIC STAKING CITY OF IOWA CITY 10 17d 11, NORTH 0 7.5 15 30 GRAPHIC SCALE SHEET NO L.09 ,I91037-000\06-Drawings\06 - Plans\101 dwg 10/18/2021 834 AM 00+zL i I I W. BENTON ST Im PCC DRIVE FPCC SIDEWALK I t t I I JOINTING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 44 �I D 991 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.6 15 30 GRAPHIC SCALE REVISIONS ENGISHEET N NEER Dw.wH By IOWA CITY, � O TMS TMS III 191037 '-: 1740 ❑Hinge. Lana, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC North Liberty, Iowa 52317 CHECKED BY HEED BOOK H. OCTOBER 2021 building strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK MCC L U RE' L.1 O STP-U-3715(6691--70-52 P:\791037-000\U6-U—ngs\U6-Plans\IU 1.awg IU/I3/2021 8:34 AM STA 101+74.34, 22.50' RT EL-756.33 STA 101+64.80, 24.39RT STA 101 ♦74.34, 22.5 ' L D I�I EL=755.74 EL=757.33 I F STA 101r56.71, 29.7T RT STA 101+66.26, 24.45- LT iEL=754.94 EL-757.16 II STA 101+51.28. 37.84' RT STA 101-58.09, 30.00' LT - EL=754.14 EL=757,00 I I STA 542+75.74, 21.00' LT EL 7561842.71, 38.28'LT .Ns� I 1 0 EL753.38 E75.12, 16.50' LT 11 +. STA 542+95.74, 21.00' LT STA 2 - EL=751,56 EL756.59 STA 101+64.36, 0.00' RT • ... ' .. f.. .... W. BENTON ST S�&2+79.29, 24.Oo'RT ROW- STA 641+71.18, 28.50' RT R EL=752.95 EL=756.67 STA 101+04.24, 42.31' LT l STA 100-90.63, 0. / STA 101+01.853,' 40.28- RT 'a EL=753.42 EL=756.13 EL=755.34 STA 100+96.45, 32.00' RT STA 100+97.67, 32.92' LT ELa753.89 - EL-755.58:' STA 100+70.63, 0.00' STA 100+80.63, 0. ' STA 100+88.28, 26.45' RT STA 100+88.07, 26.69' LT ' EL-755.04 EL754.51 ELa755.19 EL=754.36 STA 100+85.57, 25.49' RT 1 / STA 100+76.83, 24.50' LT f EL-754.49 (HP) STA 100+78.59, 24.50' RT EL=754.50 I -STA 100+69.66, 0.00' EL=754.24 EL=754.44 STA 100+69.66, 24.50' RT .._.. NEL=753.92 --.. "r"•w LEGEND: STA 100+69.66, .5W LT MHMA OVERLAY EL=754.16 LU w •- HMA OVERLAY FILLET Z T ..,-f C) Q PCCPAVEMENT :5 -erEr F Ito b •^r'Y!•! PCC DRIVE I ,,,.:.,. '^.`w" ,%""`!^ PCC SIDEWALK Y' • F y I I N GEOMETRIC AND STAKING DETAILS tl NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE REVISIONS ENGINEER DRANMM IOWA CITY,IOWA SHEET NO TMS TMS 191037 . 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC North Liberty, Iowa 52317 CHECKED By E. BOOK H. OCTOBER 2021 building Strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK MCC L U R E�' LA 1 STP-U-3715(669)--70-52 I�sr-�wwo-vr Ingswo r,ons �,v l.ewg ,�Tle/[G[I a.a+Ewl JOINTING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. 5. KEYWAY JOINTS NOT PERMITTED. It�� 0 NORTH 0 7.5 15 30 GRAPHIC SCALE BEvisior+s sHE' Ho EN— CE0. DrnwN Br IOWA CITY, IOWA III.0-0-14 • TMS TMS �s 1740 Lininger Lane, Suite 10o BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 North Liberty, Iowa 52317 CHECKED By REID BOOK No. OCTOBER 2021 C bUllf�lfl9 S1rOf19 communities 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK M C L U RE' L.12 STP-U•3715(6691--70-52 r:\IrivanUW�UO-1/ravnngB\Va-rianiVvi.awg IV/la/NLI a:34 am I I I I l"' A11 t11 ,OAO' N S m A 111t11A1,12.58' RT w 741.64 N I STA 110+82.09, 12.50' LT STA 110+66.00. 0.00' EL=741.59 741.52 - -__. STA.t10t80:92,12.50- RT 00+1,1, EL-741.38 00+ZZI, STA 110*75.26, 13.61' RT O STA 110+75.80, 13.88' LT EL=741.38 EL=741.63 I STA 110+70.43,16.78' RT STA 544+47.50, 16.50' LT STA 110+71.37, 17.01' LT EL-741.34 EL=742.95 EL-741.62 - STA 544+98 t7.16.50' LT STA 545+53.18, 16.50' LT STA 543+80.08, 20.99' LT - EL-741.57 EL=741 22 (LP) = EL=745.60 -STA 110+68.14, 21. 8' LT STA 110+6716, 21.54' RT W. BENTON ST EL-741.57 STA 110+64.00, 0,00' V-74126 EL-741,56 STA 121+36 00. Q_00 STA 543-80.00, 24.00- RT .. ._. .. ... ..-. ,.� STA 1210+716A EL=74.2 03 EL=745.60 2t OQOx _ --� _ STA 56, 16.50' RT STA 545+67 56, 16.50' RT = 42.24 �� EL 742.24 ---- _-�7A544MT.72, 1650'_RT_. ._ EL=741.26 _...__.. _. "+t'' STA121t37.54,20.8fRT __... - -�- EL=742.15 STA 1 21+32A3, 20.8T LT _ • f ;STA 514+91.25, 16.58' RT STA 121+29.61,16.44- RT - -ROW- �- ROW - - - EL=742.54 ) STA 121+29.50, 16.48' LT A EL-742.53 STA 121+25.24,13.52' RT EL=761.63 EL=742.84 STA 121+24.96,13.48' LT STA 121+20.08, 12.50' RT EL=741.89 EL=742.71 STA 121+19.92,12.50' LT STA 121+18.00, 12.50' RT 00+0LL EL=741.96 00+1, ., HP EL-742.71 STA 121+18.00,12.50' LT HP EL-741.95 (HP) 0 STA 121+00.13,12.63' RT EL=741.35 STA 121+00.00,12.50' LT Z STA 19,1+00.00, 0.00' EL=7d1.11 W EL=741.69 WI LEGEND: W - HMA OVERLAY c ) OHMA OVERLAY FILLET PCC PAVEMENT PCC DRIVE PCC SIDEWALK 'T I GEOMETRIC AND STAKING DETAILS Y « NOTES 1. REFER TO STANDARD ROAD PLAN PV•101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. 5. KEYWAY JOINTS NOT PERMITTED. R ENGINEER DRAWN pY IOWA CITY, IOWA ISIONS IIIi� TMS TMS �a 191037 1740 Lininge. Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC North Liberty, Iowa 52317 CHECKED BY HELD pooKNo. oCTo6ER 2021 building strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK MCC L U RE'" STP-U-3715(669)--70-52 Otto NORTH 0 7.5 15 30 GRAPHIC SCALE SNEET NO U 3 • IOs,-vw�0o vro ,ngs�vo - r,ana�iv,.ewg v, roi�0� I a.sn wn I I 1 li I I NIm 12.5' ;CD 12.5'0+CD 00+ZiL79 12.5' CDI 12.5 CD 12.5f r 1. CD ` 1.0, as 10.01 10.0' 10.0' 100'-"._: 100 �'^- i8:8• o'? 10.0' Ory 10.5' I N' _— — ... .......... i B B 8 B 8 E B B BISB W. BENTON ST I 7.0' _12.5' I 2.L__,t.0 B B B 8 B 8 B B B B B ...8 ,B .:.. ,.... �..�8 ".r 8-_n" a ____ t_ no oil n'o o6 06 pv, o� o0 0? a`! 0o vc Qo oc ao — ro uo r '� No 12 .5' /2.5' CD CD - - ROW — — ROW i-_...12,5 12.5'_.._. CD � CD 00+0L1, 00+11,Z 125' 1 BT 12.' ST �I 0 o Z WI ar LEGEND: - HMA OVERLAY W c HMA OVERLAY FILLET J aPCC PAVEMENT PCC DRIVE PCC SIDEWALK T' I ■ `® JOINTING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE e+c1NEEE oenwN er uvlsioNs IOWA CITY, IOWA V sNEEr No 1740 Lining- Lane, Suite too BENTON STREET REHABILITATION INTERSECTION GEOMETRIC II'i TMS TMS 191037 North Liberty, Iowa 52317 building strong MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY cN BRB er IE L B NO OCTOBER 2021 MCC L U R E n 319-626-9090 BRB FIELDBOOK STP-U-371516691--70-52 L.14 1037-000\06-Drawings\06 - Plans\I01.dwg 10/18/2021 8:34 AM i I � + F-1 G fn _, �• W p i STA 141+23.95, 0.00' r STA .95, 0.00' O ( EL=766.69 EL=766.58 66.58 W STA 141+23.95,12.50' RT STA 141+23.95,12.50' LT Ue EL-766.78 EL=766.45 STA 141+13.95, 0.00- EL-766.33 STA 140-90.03, 0.00' EL=765.04 STA 140+85.03, 0.00' EL-764-78 STA 140+80.03. 0.00' EL-764.70 I STA 140+82.18,12.50' LT \ EL-764.31 STA 65.29 .84, 12.50' RT STA 140+76.35,13.68' LT 00+fit' E1=765.29 EL=764.28 � STA 140+75.19, 13.61- RT STA 140-71.44, 17.02- LT Y EL-765.43 EL-763.65 ' ' STA 140-70.37, 16.77' RT STA 140+68.22, 22.01' LT EL=765.49 FI = Y STA 140+67.08, 21.SX RT Pao ag. STA 549+17.63, 16.50' LT ELe762.46- -_ STA 549+72.65, 16.50' LT - o EL-766.1377111 0 0 o O o O o 0 STA 140+64.00, 0.00' EL=764AB - W. BENTON ST Ds�s - - STA 151+35.99, 0.00' .. /-STA /54+29.00, 0. S1151+17.00, 0.00' EL-771.72 E STA 551+92.62, 16.50' RT STA 552+66.33, 16.50' RT .. • ., _ f STA 551+96.$0,16.50' RT 1 - STA 552+61.33, 16.50' RT EL=771.72 EL=772.02 STA 151+31.16, 25.26- LT STA 151+32.72, 24.45' RT EL=771.60 EL-771.70 STA 151+26.87, 18.57' LT STA 151+28.34, 18.16- RT 00+O 1, EL=771.49 0 +L5 EL-771.38 STA 151+20.31, 14.08' LT EL-771.41 STA 151+21.93,13.98' RT ELe771.21 STA 151+12.52, 12.50- LT EL-771.07 STA 151+14.45,12.50' RT STA 151+11.00, 0.00' EL-771,02 EL-771.45 STA I S1+05.00. 0.00' EL--T70.85 S 150+85.00, 0.00' EL=768.85 STA 150+74.19, 12.50' LT STA 150+71.19, 12.50' RT EL=787.78 ( EL=767.82 LEGEND: sTA150+7s.00,o.00'Rr fn STA 768.02 - HMA OVERLAY ELeEL 7 %% 0.00' HMA OVERLAY FILLET STA 150+74.19. 0.00' W OEL=767.97 m PCC PAVEMENT Wt El PCC DRIVE W OPCC SIDEWALK I ( GEOMETRIC AND STAKING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. U 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE GINFEE ar WN eY own an, sown R SONS SNE vO SHE"ETMS TMS IIIi 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 CHECKED BY REM BOOK NO. OCTOBER 2021 TM North Lib", Iowa 52317 building strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY L. 15 FIELDBOOK MCC L U R E STP-U-3715(669)--70-52 1037-000\06-Drawings\06 - Plans\I01.dwg 10/18/2021 8:34 AM I 00+041 I ... .. .__._ E.v CD 12.5' .•1 12.5' t a kCD I CO LEGEND: - HMA OVERLAY aHMA OVERLAY FILLET aPCC PAVEMENT 10 PCC DRIVE ElPCC SIDEWALK u 12.5' 12.5 _ c CD 00+LS ,2•5' us CD � CD 12.5 12.5' CD 1 CO FI �I W m Wt W I i JOINTING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 Is 30 GRAPHIC SCALE EEIC NHR DRwwu or IOWA CITY, IOWA Rmsiorrs � SXEE*no TMS TMS 191037 1740 Lminger Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC North Liberty, Iowa 52317 ceECRED ar afro soot lao. building strong '_anviw ort'.^5 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK OCTOBER2021 MCC L U RE' 319-626-9090 STP-U-3715(669)--70-52 LA 6 11037-000\06-Drawings\06 - Plans\101.dwg I o/18n021 8.34 AM OfI of J J O YI OI 00+L9 + STA 555+48.74, 30.99' LT EL=773.01 STA 555-45.85, 24.00' LT EL-773.26 0+7STA65.00. 0,00' 11 78EL=7 - 600,0STA 160+..00- EL=77308 r- j O STA 555+73.16, 31.00' LT EL•773.00 -+ e (� STA SS5-73.18, 23.94' LT N EL=772.74 .. _.. _ o C W. BENTON ST 1. ,7�. _, I - �1 •f- J• 00+09L LEGEND: - HMA OVERLAY HMA OVERLAY FILLET PCC PAVEMENT PCC DRIVE PCC SIDEWALK 1 .. 1 . 'l.'•. .. GEOMETRIC AND STAKING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7s 15 30 GRAPHIC SCALE FNGtBE aluwN rr IOWA CITY, IOWA II'' TMS TMS RE"ISIONS � `-- 1740 ❑nigger Lane, sane too BENTON STREET REHABILITATION INTERSECTION GEOMETRIC SHEEP NO 191037 North Liberty, Iowa 52317 C.... sr FHD eoo6 No. OCTOBER 2021 building strong ,c� 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK MC C L U R E n STP-U-3715(669)--70-52 L• 17 '1037-000\06-Drowings\06 - Plans\101.dwg 10/18/2021 8!34 AM i ES J C—) —G W O O I Ci 60+t9I it ^, F� -- - + W. BENTON ST ---, 00+091, LEGEND: - HYA OVERLAY O HMA OVERLAY FILLET PCC PAVEMENT PCC DRIVE PCC SIDEWALK JOINTING DETAILS NOTES ��ye 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. D P 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE ercn+as Daum er IOWA CITY, IOWA eensror+s sNees Ho. TMS TMS 191037 Illi� 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC cHECKto er neln eooc no. OCTOBER 2021 MCC L U R E" North Liberty, Iowa 52317 bUIIC�IfI(j S1fOf19 COf11fitUf71i185. 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY L.18 BRB FIELDBOOK STP-U-3715(669)--70-52 E N, i N c° ;' '.. _ FAIV7037-000\06-L)—ngs\V6-1'1answi.0" IU/Itl/2021 8'34 AM GEOMETRIC AND STAKING DETAILS nnBlphi NOTES I��I���I�II �IUI �a 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. DIIgr 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7s is 30 GRAPHIC SCALE ENCINEEx DU" n IOWA CITY,SIONS IOWA REV - No. _ TMS TMS 191037 '1® III 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC o ECM sr flm RoocNO.building OCTOBER 2021 MCC L U RE' -th Strong Communities. N 319-62, 16- 2317 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY- L.19 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING Co. P:\19I037.00M06-Drawings\06 - Plans\101.dwg 10/18/2021 8:35 AM C:) C:) GJ C, C, OF Lc) Lf) W. BENTON ST 13 B B 8 B — - - - - ---- - -------------------- CO co CD CD 9.51 9.01 1 9.01 9.5' 9.01 9' 01 9.51 0 D. CD CD CD Z i, L' 9.01 I ' 9.014 6, BT BT BT BT LEGEND: z HMA OVERLAY 0 HMA OVERLAY FILLET PCC PAVEMENT LU EDPCC DRIVE OPCC SIDEWALK JOINTING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-1 01 FOR JOINT DETAILS. 2 TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3 ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4 ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 is 30 GRAPHIC SCALE REVISIONS ENcfNEER D- IOWA CITY, IOWA SHEET NO TMS TMS 191037 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC building strong North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY cNEaao En se'La soar No. OCTOBER 2021 319-626-9090 BRB FIELDBOOK McC L U-RE' STP-U-3715(669)--70-52 L.20 1037-000\06-Drowings\06 - PIonsNI01.dwg 10/18/2021 8 35 AM i I ► 'I ow�& >< m I x I I , � I ' CONNECT EXISTING 12• RCP EXISTING 12' RCP (TO BE REMOVED) TO PROPOSED INTAKE. ;X m I (REFER TO SW-211 FOR DETAILS) .-✓� � r-4 EXISTING STRUCTURE 101 I --- ' I EXISTING STRUCTURE 102 Q 4w _ .-•• � —« ; EXISTING PIPE P•102A I I (TO BE REMOVED) I . � Q. . x X i tvL?Z'ST(C) ..sic) 12's (c) I :< M ryl CD u C. ' i 1-1,SW-507L m I I m STA 510+99.91, 16.48 RT ci I FG ELEV = 695.81 FL ELEV (N) = 693.36 (EX 12" RCP) , / BW ELEV = 692,86 [CAST4N-PLACE] 1n I o Y ► I I m I I m I NORTH I 0 2.5 5 10 710 710 705 700 695 690 685 680 675 670 101 I -- F �X� N J W fh D. x o a i — — P-101F -102A 461.70 LF O 36. 2 LF OF i2EXRCF 12 EX RCP " � rn� --- �o? LL LL X X W W F_ ------------- 705 700 695 690 685 680 675 670 GRAPHIC SCALE (FE �g L I — 1+00 1+80 RMVONs A1CA16A �»+" IowA cm, IowA / SNEET NO TMS TMS �e n 1710 LinirgerLae, Suite 100 BENTON STREET REHABILITATION STORM SEWER 191037 building strong C0t11mUI111ies. North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR PLAN AND PROFILE CITY OF IOWA CITY t:NEC " OROBEX 2021 M C L U R E `" 319-626-9090 M.01 BRB FIELDBOOK STP-U-3715(669(--70-52 1037-0UU\Ue-IJr*-ngsw6-Hans\mU I Istor Jl" IU/14/ZUZI Oq2 rm I- MOP PRG O - - - - p I I Iw w _ -- -- - -- \- ta)� - (ab—v —(0p-- \a>a (ah (D)a (ob (okt (a>a I 51 - tOYJ - __ ( tOPJ t0) WILLOW CREEK PARK / / I , ) 1, I TI 1 I 204,$W-507S---(0)SS-w STA 41+06.90,13.10' LT (OTsS..9 CITY OF IOWA CITY _�— FG ELEV • 698.80 a _ (a)SS. (0)`+5,.9 — ffiW O--- tPR is I (0)55„g - BW ELEV =695.31 it kI-ES ICK DR 25.00 LF OF MC I I / 15"RCP 2000D \ I $ I N �E•0.40% I I �.. CD �. 1-2 S 516+ L::,E RT FG 700.95 .10' FL FL EVI I = 695.09 (PR 21" RCP) O = 695.19 21" RCP) I l I BW EX�IISTING STRUCTURE TO BE REMOVED II LEV (PR 694.59 ..Y C� ► '� ' tJ t ( I \ \ \ \ \ \ I \ \ \ I I \ P-1 I ROL= rr I 203, SW -SOTS O>S"1 P-203 STA d1+06.90, 13.10' RT (5 � FG ELEV = 699.00 I w @$•0 % OF ,,,r • a �+ 21" CP FL ELEV(W)= 695.70(PR 15" RCP) 1 \ \ -- -- -- --- --- - FL ELEV (SE) = 695 ( 21 RCP) 6 SW I E _ 0 �V EXISTING T E 2 APRON TO BE REMOVED (0)1Is BW ELEV = 695.10 1444/ - --- I 200,31' R0P TYPE 2 APRON WITH �` I I I I ro ro p O FOOTING A GUARD 1 I STA 516+56.83, q63' RTC �� ' I I I \ c ui ' p. 2 202, - 30 2 LF STA 516+56.15; 16.50- LT 21 RCP D FG ELEV = 700.56 / \ nnoz FL ELEV (N)=694 '( �RCP)� I 1 \\\/�I( I \ .0. FL ELEV (51=695.32 (PR 2t"RCP) pO En NORTH I 57 FL ELEV (NW) = 695,42 (PR 21"RCP) � BW ELEV = 694.92.,, n n OD Z 0 5 10 20 �fwOp T'rl74 O.M GRAPHIC SCALE (FEET) 715 715 710 705 700 695 690 685 680 675 710 705 700 695 690 685 680 675 �x m�m 1+00 2+00 IOWA an, IOWA ENGINEER DRAWN Br REVISIONS _ Sn E! NO /'""' TMS TMS -��: 1740Un,nWL—,Suite100 BENTON STREET REHABILITATION STORM SEWER 191037 building strong communities. 1'1oiM' Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR PLAN AND PROFILE CITY OF IOWA CITY CHECKED Br IELDB No OCTOBER 2021 MCC L U R ETM 319-626-vo90 STP-U-3715(669)--70-52 M-02 8RB FIELDBOOK (2110) 1 % O mn J 't W W _____ _._._. W ILL Q 2 P- 03 P- _ p 1 30. _. _ LF OF S7. _ _ 70.60 LF OF 1 25.00E OF - - 36.2p LF OF N _ 21' 3000D - -2 RC 2000D 15" RCPDODD _Z 21"R P2000D N _. _.� C.AW%. _. h ---7-C, % �0. 7b W - .400% ""�--- Iri 0Z � ---- O- -- --- _ LL LL —_._- ILL Iwi-uw�vo-vrawings�o-nans�mullno ml.mvg vi ini<v<i o.a<rm 1 I ' - - - - - - - - - - G(B) G(B) G(B) G(8) G(B) B) G(B) G(B) G(B)B) G(B) 0(B) I G(B) \ B G(B) SNVs41L G(B) G() STA 5. 16.50' RT ) c FG ELEVLEV = = 705.75 FL ELEV IS = 701.78 (PR 15" RCP( 7C BIN ELEV = P-2 701.28 / C(D) C(D) \ \ CO C(0 C(D) CO CID C(D) CO C(D) C(D) C(D) 13.87 LF OF 15" RCP 2000D C(D) (D) \ s1e25tn*k49T{�DIA �-^� C(0) 8' ST C 16"57 C () ( ) \s —18.. (C) �'�'�1 ELEV= ) 1 C) ID"SXc) N10"SS(C) 10•'SS(C)�- [[R�IM )- 64 (PR IS" RCP) / CFL / 10"SXC) 10"SXC) 10"SXC) \ Y. 10"5 I ELEV(E)= 701.54(EX 18- RCP) 0"SS(C) C) , 0 SS(C) Q 1 10"S C) C(D), FL ELEV (SM = 701A4 (EX 18" RCP) ;. - - - - - - - - - ---------- •• OW ELEV •700.94 W (D ss(c) — �) m \ \ 16' sT(D) G(B) B) G(B) G(B) -- XB GO ` GO - - c�c� - - -i a sT( B..ST(D) e(8� - - - 18•'sT(D) - - __w - .-. X G(B) AIM - -- - - G(B) G(B) GO G(B) G(B) 16"STO — r) _ 5T(D)--�- / fie) / / ! STRUCTURE �1 CONNECT EXISTING IB"RCP __��-1B'ST(D)-'�-1B•D)—i--1&S7(D�-�-1B 18"Sr(D) I I / To PROPOSED MANHOLE. (REFER TO SW-2111 FOR DETAILS) NORTH EXISTING PIPE P-302 0 2.5 5 10 720 720 715 710 705 700 695 690 685 880 MH- - j tad LL ( I -.P-2 .� 158.09 Li �p.81LFA0E-1 "-RCPIODOD _.... _. __. _1g - - - - yg. RVP - - - -- m - - - - 09Zfg ? 40 - -$ ,t,o o _- _- - - if �� ppO D-11 - t` O II pzzp J J J J z -p J J U. x LLx U.D-_. W W W --LL 715 710 705 700 695 690 685 680 GRAPHIC SCALE (FEET) o -- l� C a s Q€......... r - K Y W m e n 1+00 1+80 B+r4tr� puvm n IOWA CITY, IOWA rmsoNs '�` L1Bf NO. TMS TMS 191037 I' I' '� 1740 Liningar Lane, saae too BENTON STREET REHABILITATION STORM SEWER OCTOBER2021 MCC L U building strong communities. North Liberty, Iowa 52317 319-a26-so90 MORMON TREK TO GREENWOOD DR PLAN AND PROFILE CITY OF IOWA CITY M'03 BRB� FIELDBOOK REM STP-U-3715(669)--70-52 11037-000\06-Draw,ngs\06 - Plans\m01(storm),dwg 10/14/2021 6:32 PM EXISTING PIPE P-303A -- _. I �B) G(B) / G(B) G(B) \ ae) G(B) li SWS11L G((B)) G(B) — --_ ,(8) _-_ r B) STA 522-14.00, 1G04' RT _. G(8) G(B) —� O(B) T7G 7 aB) - _. __ G(B) G(B) ' I i FG ELEV =126.30 I FL ELEV (S) = 720.57 (PR 16�CP) ®CP) / r FL ELEV (N) = 720.62 (EX 1, BW ELEV -720.07 / / p� i i \ MHJ, SW�01(48-DU) 11 CONNECT EXI TING 12"RCP 10.86 LF OF i i STA 522-13.77, 30.03'RT / RIM ELEV=726.00 / I ( TO PROPOS`O MANHOLE. (REFER TO SW-211 FOR DETAILS) 10"RCP 2000D aS=0.55% FL ELEV (N)= 720.51(PR Ir RCP) / I FL ELEV (E) = 721.16 (EX 12• RCP) �m / // C(D) H H C(D) aP) --- C(D) C(D) C(D) C(D) C(D) C(D) C(D 12'ST(C) O FL E - 720.461EX 18' F ' C(0) /-- C(D) 12"ST ELEV=719.96 12" TC 2"ST(C)---12"ST(C) lt-7 C(D C(D) C(D) C(D C(0) 12�'STC 12'ST(C) 12"ST(C) 12"ST(C) 12 ST(�---- ()�% 12"ST(C) �12"ST(C) 12"ST(C) 12"S (C) 12"ST(C) tI"ST(C) 12'ST(C)---12"ST(C) �() J / C(D) / C(0) a0) C() C(D) �— C(D) C(D) C( )/ C(0) 1 a C C(D) C(D) gC(0) C(D) G(B) C(D) ;r(D) G(B) -LE L Itf01 -C(g� C(n-- ) G(B) G(B) B) �) G(B) a ' G(B) G(B) G(B) G(B) aB) G(S) aB) G(B) G(B) G(B) G(S)'Y� __ CONNECT EXISTING 18" RCP TO PROPOSED MANHOLE. / CONNECT EXISTING 1Y P I TO PROPOSED MANHOLE. \ ( ILS (REFER T05W-211 FOR 0 AILS) — — — — — o ❑ ❑ ❑._ ❑ ❑ NORTH 0 2.5 5 10 GRAPHIC SCALE (FEE 740 740 735 MH-3 3U3A 735 r- 1 730 ---- ---- J J W--_--WX---- J W a0 `, lam^- W,.'_•". 2nn LL4---- 720 --- --=LJ 720 Ppam_ Pam ._- 01 10.98 LF 0 18' RCP 2 D _ 48! EX F CIP N m -vr EA 0 0.55% - -- - _ 715 - - - - - - - 4 ? 715 C t Z 710 N Nm LLLL 710 Ozz LL LL LL LL LL 705 _ 705 700 ---- ---------- ---- 700 � h N 1+00 1+80 ENGINEER 'IIm1,"w IOWA CITY, IOWA �ensloNs ' ® "' y f11EE1 NO. TMS TMS 191037 '^% ndD uolo0erinne, Suite 100 BENTON STREET REHABILITATION STORM SEWER buildingstrong communities. North Lib", Iowa 52317 c"'c"6r NElDeooRNo. OCTOBER2021 MCC L U R E'" 9 319-626-9090 MORMON TREK TO GREENWOOD DR PLAN AND PROFILE CITY OF IOWA CITY M.04 BRB FIELDBOOK STP-U-3715(669)--70-52 ts°I:oA,o cNn(ep - 1G) / m 307A law an B OHE(B) OHE(B) OH B) 0HE(B) ) - ) oHE(B) OMK6}�-i Q'44 ' CONNECT EXISTING 12" RCP D) 0 - - - - - - - - - - - - PROPOSED7NTA `.. y� (REFER TO SW-2/1F-72"w(C \ ti Ke) • OD ^ 0 c4 N J-1 d,0) B) CQD / o 0D(B) LB) G( - G(B) - - (8) �) ---. G( ) G(B ---GI ( _ f, T(C) - T(C)_. 7 ----j$ - TS••STi \ -'".� w, SW-541L - - p� }� SW-141L 12"ST(C) _ 11.191F OF STA 5 .Ifs D2, 16.63' RT ! �- 5'9) �_ STA 530+10.95, 17.46 RT 11.30 LF OF STA 527+0:.82, 16.44' RT C B - \ - ,i1Y RCP 2000D G(B - ( C G F C - C ) 0 ,� ED F6 ELEV = 761.15 12' (C) - FG ELEV = 757.36 1 "ST ) FL EL V (5) = 752.03 (PR tY RCP) p) - - �.�"� FL ELEV (5)= 754.44 PR 12" RCP) \ 1Y 1000D G EM,-iW)W --- -- F u - 1 C^�C) 127"p5 C) " 7Y ) C C F - - �)RCR� G -- ----- BW ELEV =753.94 C(D) Ra - - - D _ - ) C(D) 0) C(D) CID) m 11.19 LF OF C(D - - / 12" RCP 2000D / / MH-1, DIA) MHA SW-401(48- DIA) 6 / I @ S -1.00% STA 527+08.52, 30.14' RT - STA 528+33.88, 30.19' RT RIM ELEV = 755.00 RIM ELEV = 758.13 hra 0 I .. I I MH6, SW401(72" DIA) FL ELEV (N) = 749.47 (PR 12- RCP) � FL ELEV (N) = 751.92 (PR 12" RCP) FL ELEV (E) = 749.47 (EX 12' RCP) CONNECT EXISTING 12- RCP FL ELEV (E) = 752.09 (EX 15' RCP) I STA 530+03.761.10 RT FL ELEV (W) = 719.37 (EX 12' RCP) TO PROPOSED MANHOLE. FL ELEV (W) = 751.82 (EX 12" RCP) m RIM ELEV = 761.10 BW ELEV= 748.87 (REFER TO SW-211 FORD ) I BW ELEV • 751.32 I FL ELEV (NE) = 754.33 (PR 12- RCP) OPEN THROAT INTAKE FL ELEV (SW) = 754.33 (EX 15" RCP) OPEN THROAT INTAKE cf I RIM: 761.10 FL ELEV (W) = 754.Z1 (EX 12' RCP) \ I RIM: 754.77 q1 I ID) I THROAT: 760.25 BW ELEV = 753.71 I I C� I OPEN THROAT INTAKE THROAT: 753.81 RIM: 756.94 I 15' RCP FL SW IN: 754.33 12" RCP FL E IN: 749.47 to I I 18' RCP FL W OUT: 754.21 1C THROAT: 755.81 I 12" RCP FL W O.T. 74 .37 0 @ o I •• b 12' RCP FL WIN: 751.90 CONNECT EXISTING 1Y RCP 2� I 15' RCP FL E IN: 752.09 o / I TO PROPOSED MANHOLE. 12*RCP FL W OUT: 751.82 CONNECT EXISTING 12RCP / o (REFER TO SW-211 FOR DETAILS I o TO PROPOSED I MANHOLE. II >n I (REFER TO SW-211 FOR DETAILS) I I NORTH o � ^ I y, ) 600+ PSIG GAS TRANSMISSIONI 0 7.5 15 30 c t OPEN THROAT INTAKE 770 765 760 755 750 745 740 735 730 --- -- -Q n u _IJ_ -----7- - - - - p_..-__ __ __ TI IFOF-- ---- - -- T005 -OF- - -12.- _-- -- - - - - ---- 1T ---- -_ -T� m Y -Z N - ---- LL LL _j 770 765 760 755 750 745 740 735 730 1+00 1+80 r ciN[ez IOWA CITY, IOWA� TMS TMS 19t 037 , crecce°ev rlel°eooc Ho. OCTOBER 2021 BRB FIELDBOOK 765 760 755 750 745 740 735 730 1+00 1+80 1740 Lininyer Lane, Suite too BENTON STREET REHABILITATION building strong Communities. North Liberty, 1-52317 MORMON TREK TO GREENWOOD DR MSC L U R E " 3i9-626-9090 STP-U-3715(669)--70-52 770 770 765 760 755 750 745 740 735 730 307A loon3. c - J� X J 0 I I _ I I T - - - - P-307 P-307 P-5 .93.1TL Z - °DmN �m -O - � 00J._-__ LL LL LL LL LL GRAPHIC SCALE (F 775 770 765 760 755 750 45 w "' see � i .740 W 735 e� 1+00 1+80 STORM SEWER »a PLAN AND PROFILE CITY OF IOWA CITY M.05 775 770 765 760 755 750 745 740 735 - MH-6 ---- 17 a o iv P-308 P-6- 175A6LF0 11.19 LFO EX RCF 12" RCP D - - -. .--_- _12- 11 it _- -. O J LL - - LL LL cm1 1-. — — — — — — — — — ___________ ________ _ m 0 " EXISTING STRUCTURE 801 (REBUILD INLET TOP) �a w a I I ❑I 12"ST(C) 12"ST(C) 12" 1�C) 12" ST(C) 12"ST(C) o o o ( o 00 0 o C(D) -.. o 800 I U j ❑ I I �° 0° 0 0° 0° 0° o o t U F I I. I I _ j I I 2S CONNECT PROPOSED RCP TO EXISTING INTAKE. m (REFER TO SW-211 FORD Al o U o U .. I I I o !J _ _,E _ — _TE— — _ —1E— — _ —7E— P-2 II ❑I W / 09 13.87 LF OF I 15' RCP 20000 @S=1.00% ___._. _._ I � . I I O ❑ I II U _. o m u 1-8, SW-50 STA 541-4 8,30.19' RT FG ELEV • 7.25 FL ELEV (E) = 54.10 (PR 12' RCP) I _ BIN ELEV =753. m ❑ I I � g o U NORTH 0 2.5 5 10 770 770 765 760 755 750 745 740 735 730 8 U 80 rX O Nam.. _ ,WW W ~ ILL _.}- -____ _r—r-- — — P-801 13.87 Lf OF N 48 LF OF 12' RCP 0000 1 EX RCP @ 1. % z O ^ m Z N LL XX W LL 765 760 755 750 745 140 735 730 GRAPHIC SCALE (FEET) %) W N � N n n w 0+9&00 1+75 I NEEl ortwwEl er NE�'ISIOHS f�� SHEET IOWA CITY, IOWA � Ho TMS TMS 191037 III 1740 Li^g-L 5" 100 BENTON STREET REHABILITATION STORM SEWER CITY OF IOWA CITY building Strong communities. U Iowa MORMON TREK TO GREENWOOD DR PLAN AND PROFILE M.Ob cHecKEo er HEID eooK Ho. OCTOBER 2021 M C C L U R E ry 319-626-9090 BRB FIELDBOOK STP-U-3715(669)--70-52 I i i I— — — — — — — — — — — -- ---------- — UJ wNTON •T /� If is Ls r Pvc sAHrrARr oeWat , MVf P�ICWRM►Nl� --------------------------- ------ --------------------- 7 p• SANITARY SW-303 SEWER MANHOLE 'S STA: 546+29.98 RIM: 743.23 8" INV. IN (N): 731.61 8"INV. IN (E): 735.00 8" INV. IN (W): 734.50 Q 8" INV. OUT (S): 731.56 I I it NORTH o to m 4e GRAPIYC SCALE 760 760 _________ _________ __________ __________ ----------------------------- __________ _________ __________ __________ _____-___ __________ 755 _________ __________ --______ __________ ____-_-__ _________ __________ __________ __________ __________ __________ _________ _____-___ _________ __________ __________ __________ -_________ __________ _________ _____—_ 755 _________ __________ __________ _________ __________ __________ _________ __________ __________ _________ _________ __________ -- ------------------------------------------------------------- __________ _________ d^J --------- ---------- __________ _________ 750 ---------- --------- ---------- - ------ --------- 750 c-r __—______ ________ ____ ___ __________ - _. _________ _________ __________ ________R A,506s299�_ ,743.24.--__ __________ ____ ___ __________ - ..<:.� �..�i�..... _________ __________ __________ ........ a. IN):731. _________ ____ _____________ _____ _____ _________ ..— i 745 _________ ______ ________5"INV,.IN(E1;73i l Is _ 745 73 _— STA. 545+ ��T� 49 ____ _______MINV_OUT(SI. _ _ .SS ________ ___ __�� ____ ______ __ _________ _-_S�Bry-_ _________ __________ __________ __ — _________ ___fl• 00(.•_73`AOS--_ ._}3558____ 791G GRA%UEs ----- EXISTING UPSTREAM SANITARY SEWER MANHOLE ", !vim_ _- --------- STA. 549+37.45 753.93 rr 740 __________ __________ ___ _ ___ ______ 710 �V WRIM: � INV. IN (N): 7554} ssy 8' INV. OUT (W} 755.33 --------- - - ----- ---------- --------To -rw -- --- -- --- ---- -s-- - -------------- ---------- ------ ------------------------------ - .- --------- -------- -- 735 --------------- ----------K3r� ---------- ---sI5--------- -- ---- --------- ---------- --------- 27.5 LF a 0. --------- --------- F- L-s-•- --- -- S-EAw-N-RA-R-aY- s-e- R- _________ __________ ------------------------- DROP ONNECTION _ _ _ _ g20P COftl1 ---------- 730 _________ __________ ----____ _-_______ __________ DRO CONNECTpN -01 _ __ __________ __________ _________ M --------------------- --- ------- _ ____ --------------- __________ _ — ---- C C. R-•------- --------- -------- -------- ---------- ---------- ---------' -------- ------- -------- ---------- ---------- ---------- ---- — --- ----------- --------- ---------- --------- --------- ---------- ---------- -_-_--_-__--__--_ -------- -------- ----- ---------- ---- _ NOTE: REFER T IOWA DOT ST DARD ROAD .................. --------- -------- ---------- --------- ---------- - SW307 FOR EXTERNAL OROPC ------- --------- o n m n o n n n o n Io a m a n n a n 545+00 545+20 545+40 545+60 545+80 546+00 546+20 546+40 546+60 546+80 547+00 cincce z.wH er rmsioHs IOWA CITY, IOWA II'%�� snen Mo EAMP DK1C 191037 ''� 1360 NW 121St St—t BENTON STREET REHABILITATION BENTON STREET a 5 brio So32s CITY OF IOWA CITY MSA.01 HE«soar rrelneooKr+o. OC70BER2021 C building strong Communities. liv*,I 5032 MORMONTREK TO GREENWOOD DR SANITARY SEWER BRB FIELDBOOK M C LURE- f-515-964-2370 STP-U-3715(669)--70-52 PLAN AND PROFILE GENERAL NOTES: 1. MAINTAIN MINIMUM OF 6-6" DEPTH TO TOP OF PIPE. it Y 2 UTILITIES TO BE FIELD IED PRIOR TO EXCAVATING. 3. ALL FITTINGS, VALVES AND IFAPPURTENANC S SHALL BE RESTRAINED JOINT. 1I ill NORTH 0 1�_40 lU STA 552+40.85, 36.58' LT STA 553.17.07, 32.69' LT oo GRAPHIC SCALE I CONNECT TO EXISTING 6" Co + + I y + { ��% WATER SERVICE + CONNECT TO EXISTING 6'WATER _ 'i7faSS _ C e N - �ef so Ln EXISTING 6' WATER MAIN STA 552+40.86, 35.54' LT A SS2+/5.92, ]OA9' LT TO BE ABANDONED IN -PLACE 6"-t5°BEND "46'OEND w i (REFER TO D-SHEETS) STA 5S3+17.02, 31,12' LT a 6"-45°8END � --ra+m _�—�xID--..�a+s.�—.� _ `-1--' -_ _._' __:..._stir ..w,«in'�—._„. ______.—_� w—,���r°;. "_��'e-dd°�`�-.•. aA>— C,. . 13.76, _ . STA 553+15.54, 29.7T LT >. - W. B NTo T P TEE 6" - 45' BEND i _ __�_—_—___—{_—_____—_+—_—STA 552+15. SEE CONNECTION DETAIL 01 ON SHEET U.01 86, 22.'RT F____—_—_ ; 12" DIP WATER MAIN STA 552+13.73, 22.49' RT 12'cTEE � - ./2" GATE VALVE SEE CONNECTION DETAIL 8' SERVICE CONNECTION 82 ON SHEET U.01 SEE MWM.05 FOR PLAN AND PROFILE Fir WATER MAIN , _ w T" Li — 6" GATE VALVE - i STA 550+03.96, 26.11'226 PSIG RT STA 552+58.94, .50' RT ' 1 CONNECT TO EXISTI�a �� W - 12' GATE VALVE G LINE 72•,WAT STA 552+15.86, 32.50' RT I i CONNECT TO EXISTING W STA 552,56.77, 22.50- RT 6" WATER m FIRE HYDRANT ASSEMBLY STA 553+13.77, 22.52' RT _ - STA550+0.96,26.14'RT -- W - 6" TAPPING VALVE ASSEMBLY �,Ne "- 22.5' BEND STA 550+1481, 22Ar RT 3 TIr 991" WATER SERVICE STUB J i` STA 552+17., 22.51' RT = 12"-22.5' BEND 9 12" GATE VALVE 1" WATER SERVICE CONNECTION AND CURBSTOP 2E LU Ol CONTRACTOR WILL PRESSURE TEST 35-FT STUB PRIOR TO CONNECTION. N s� 785 785- 780 775 770 765 760 755 750 m MEN CD 780 .cam w 770 765 760 755 750 5411 1 5+ + + 551+2 + + + +00 552+20 552+40 552+60 552+80 553+00 553+20 553+40 553+60 553+60 W9_ EHcwEFx on.wry er IOWA CITY, IOWA emsiowz � III% >iRiraO AMP KJC 191037 1360NW 121sIS~ BENTON STREET REHABILITATION BENTON STREET .nE«ED5. Fl--10 OCTOBER 2021 MC C L U R E " buildingstrong *tmunities. Cl w,lowa 50325 9 515-964-1229 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF CITY MWM.01 BRB FIELDBOOK fox515-964-2370 STP-U-3715(669)--70-52 PLAN AND PROFILE GENERAL NOTES: 1. MAINTAIN MINIMUM OF 5'-6" DEPTH TO TOP OF PIPE. 2. UTILITIES TO BE FIELD VERIFIED PRIOR TO EXCAVATING. 3. ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE RESTRAINED JOINT. PROTECT EXISTING CURB, GUTTER AND PAVEMENT DURING WATER MAIN CONSTRUCTION ''; G 9 NORTH i j 0 10 20 40 .�-'-0 EXISTING 6" WATER MAIN Z 70 BE ABANDONED IN -PLACE EXISTING 6" WATER MAIN !� Y B (REFER TO D-SHEETS) GRAPHIC SCALE o TO BE ABANDONED IN -PLACE o a( o o (REFER TO D-SHEETS) 0 0 0 p + + + o STA 557+10.70, 32.5 r LT o 0 a 5 + CONNECT TO EXSTING 6' p+p + to WATER WITH 6" TEE y h STA 1 FIRE HYDIRANT ASSEMBLY I + .5 v,.n �.�__�•�r.x<,.ao ...� �—v„rorvorw 0 wm— twu1=..._ .. ... ,. ,•.-. __. ; - ._ .. ;. gym. _ —I l �I 1 _ — 'in! �. 6• SERWCE CONNECTION, REMOVE 6WATER NAMI FOLLOWING ' SEE MWM.05 FOR PLAN AND PROFILE CONSTRUCTION OF NEW tr WATER MAIN(SE1 c E r - . DSHEETSI —F— �— — _ . _.__-__ —+ F--_—_ -- —� —�— �— _— 1 W. BENTON ST STA 557+72.31,18.82• RT STA 557+92131, 19.03' RT 12' WATER MAIN STA 447-SL19, 22.61' RT 1r • 11 ]5° BEND STA 558+57.22, 2L50' RT 1 •.: tY STAS59+ODBENDST RT 4•TAPPING YMOL411MEMBL'i - - -6 - - - — -Yi< rA 555+31.22,.SrJtr PSIG LINE - - .Y - - - - • - - _ _ _ _ _ `` 1 - - ---'-- - �= - _ - -d-� — _ - -,- - -_ - - ��`" - - ; G $ I _, 1 'GATE VALVE _ -_' STA 555-29.12, 22.51, RT I ' O FIRE HYDRANT ASSEMBLY g STA 555+27.03, 22.50- RT 12" GATE VALVE STA 556+60.16, 2250' RT GAS PSIS 01 fly 6" TAPPING VALVE ASSEMBLY STA 557+10.12" GATE VALVE 1' WATER SE CE STUB 6" TAPPING VALVE ASSEMBLY 1. ASSEMBLY STA 558+31.3Q 22.53' RT i 1' WATER SERVICE STUB FIRE HYDRANT ASSEMBLY 1 = STA 558+33.47, 22.5T RT \ L) M 12" GATE VALVE < I W $ --------- -------- -------- --------- ---------- ---------- ---------- --- --------------------------- ---------- --------- --------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- --------- ---------- ---------- ---------- ------------------------------ ---------- --------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- I ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- ---------- I ---------- ---------- ---------- ------ --------- --------- -------- -- - - - - -- -------- -------- --------- ---- - - - - -- ---------- ---------- ---------- ---- - - - - -- --------- ---------- --------- --- - - - - -- --------- --------- ---------- --- - - - - -- ---------- ---------- ---------- ---- - - - - -- ---------- --------- --------- --- - - - - -- --------- ---- ---------- --- - - - - -- ---------- --------- ---------- - --- - - - - -- ---------- ---------- --------- --- - - - - -- --------- --------- ---------- --- - - - - -- ---------- --------- --------- ---- - - - - -- ---------- ---------- --------- --- - - - - -- --------- --------- ---------- ---- - - - - -- ---------- ---------- ---------- ---- - - - - -- ---------- ---------- 23211IC GRADE --------- --- -- -- -- --------- --------- ---------- ---- - - - --- ---------- ---------- --------- ---- - - - - -- ---------- ---------- --------- --- - -- - -- --------- ------- ---------- --------- ---------- --------- ---------- ---------- ---------- ---------- --------- --------- --------- --------- ---------- ---------- ---------- ---------- --------- ---------- ---------- ---------- --------- ---- --- --------- -------- _ __________ ___- IT_ -ttz 1 D9119 ___ _____I ____ __________ ---------- __________ ---------- _________ --- 1 __________ --- DW W111FB __________ --------- _________ --------- __________ --------- __ --i* _____ ----- _________ --------- __________ -----W-+} ____ STAB +72.32_ — ___ -- ________ -------- ____ ---- _____ ----- _ _ ----- --------- _ __----'-- ---------- --------- -------- ----- _____ ____ __. _12_.GATE VALVE 12' - -------- ------ --- --- ----- --------- ----'S7 --- --- -- -------- ---- ---- ----- --- --------- ---------- -- - _________ _________ __________ _ __ YALVE__ ______ ___ _________ __________ __________ ________ _ ___ _ ________ --------- ---------- -------- --- --- ---------- --$TA'_555+27.03 STA _ Sa$1 -- ---------- --------- ---------- -------- --------- - - -- -------- ---- -- __-___ --- - --- --- ----- --- --- ---------- -------- _________ __________ __________ _________ ______{yam BNRANF ASSEMBLY _____ _ __9'TAPPING VEASSEII ________ _ ___ ___ --------- ____ ______ ----- - -- _ --- -- - - - _ __ ______ __________ _________ _________ __________ __________ _________ __________ ___STA=555+29.12 .____ __________ __________ _________ __________ __--____ _________ __________ __________ 9'T VALVE ______ B-- _______ .-.__._._ _______ _ STA _ 357if0.9b -- - ----- --------- - ---- -- -------- ---- --- --------- --------- --------- --------- ---------- --------- --------- ---------- ---------- --------- ---------- ---------- --------- ---------- ---------- --------- ---------- ------------- ------- ---------- -- --- -- ---------- 'SAPPING_ --- - --------- ---------- ---------- --------- - ---- ---- --------- ---------- ---------- - -------- ---------- ---------- --------- ---------- ---------- --------- ---------- ---------- -------- - -- ---- ---- ---------- 2916----- -- _ ------- - - - • ss9+sT ------- _________ __________ __________ _________ __________ ---------- --------- ---------- ---------- --------- ---------- --------- --------- ---------- ---------- --------- ---------- ---------- -------- FI_ ------- _ ____TABS - MBLY__ _ _ __ _ ------- _ ------- _________ __________ __________ _________ _________ __________ _________ __________ __________ _________ ___ --------- ---------- �31.29 __ _ ---------- --------- --------- ____STA= --- tr GA ------ vALVE -- ---------- --- ---- -- --------- --------- ---------- ---------- ---------- ---------- --------- -------- ---------- -------- ---------- ---------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- ---------- --------- ---------- ---------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- ---------- --------- ---------- ---------- --------- --------- --------- --------- ---------- ---------- --------- --------- ro m ^ Wt n a 0• 0s m n o I. n o 0 m of - of m ro n `0 ao it, h ,o 785 780 775 e--.1 7 r— mc 1 Fri in C 70 W 755 750 Do4+00 554+20 554+40 554+60 554+80 555+00 555+20 555+40 555+60 555+80 556+00 556+20 556+40 556+60 556+80 557+00 557+20 557+40 557+60 557+80 558+00 558+20 558+40 558+60 558+80 559+00 o 1 er IOWA CITY, IOWA' KJC 191037 rBRB % 1360 NW 121 st Sheet BENTON STREET REHABILITATION BENTON STREET No. OCT08ER 2021 FIELDBOOK buildin stron communities. 9 9 LURE'" Clive, Iowa 50325 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITYC MWM.02 x515- 64-23 foxSlS-964-2370 STP-U-3715(669)--70-52 cRING CO. STA 560+39.25, 34.09' LT - CONNECT TO EXISTING 4• WATER SERVICE p O CD N —�+w ire eeee SEE MWM.06 FOR PLAN AND PROFILE 1 •ne .'+eo 1 - W. BENTON ST 1 REMOVE 6" WATER MAIN FOLLOWING CONSTRUCTION OF NEW 12" WATER MAIN 1 STA 560+39.25, 22.50' RT- (SEE DSHEETS) '1+' 4' TAPPING VALVE Y O 600 PSIG GAS UNE__ _ I V 775 770 765 760 755 750 745 740 m GENERAL NOTES: 1. MAINTAIN MINIMUM OF V-6' DEPTH TO TOP OF PIPE. ` 2. UTILITIES TO BE FIELD VERIFIED PRIOR TO EXCAVATING. 3. ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE RESTRAINED JOINT. II1�III' C STA 563+32.12, 34.4Y LT CONNECT TO EXISTING NORTH 4 WATER SERVICE WITH 6• TEE 0 10 20 40 1 v STA 563+85.9" RT 1 — 2:6"TEE p m N SEE CONNECTION DETAIL NS O i GRAPHIC SCALE Uf ON SHEET U.01 3 STA 563+32.21, 31.31' LT S STA 663+26.12, 33.56' LT 6' - 45° BEND 1 6 _ ^+�—•+*+ Fl� IIYBRAl1T ASSSYSIY STA 563+36.41, 27-W LT 1 - •e5—M.,_ -.Te:; —__. �i—"o, �—a.,—,a __._ 1,:•IS'MEND 1 ---------------- • e; 1 - - SEE M9YM.06 FOR PLAN ANO PROFILE `" STA 560+19 LI 22 SO' RT STA 561 57 24, 18.50' RT fSTA TA 561+57.24, 22.50' RT �� 1 F 4' TAPPING VALVE ASSEMBLY 1I - 45' BEND " -45° BEND SEE CONNECTION DETAIL ;I30N SHEET U.Oi - - -�- �-----r----y=--}--- STA 561+44.43,18.41' RT 1+98.69, 2250' RT SEE CONNECTION DETAIL 04 ON SHEET U.D1 1Y GATE VALVE .. tYkB• TEE - I—��P�y�ey err RAlp+56.S1. ttSf RT __ _-e. rrAPPwoVALVE PROTECT EXISTIMCURS, ' GUTTER AND PAVEMENT---� _________ ___ WATER MAIN CONSTRUCTION I' l ;� , STA 562+ .30 .W RT EXISTING 6' WATER MAIN TO BE s� ! PROTECT POWER POLE - 12" GA LVE ABANDONED IN PUCE STA 561+48. 18.45' I' I - --------- I STA 561+9 .69125.08' FIT (REFER TO DSHEETS) 12"GA VE 6'GAT ALVE f 1 8 1 STA 561+46, 35.43' FIT2' WATER 1 • \ T FIRE HYDRANT ASSEMBLY I _ _ _ - I STA 561+98.69, 41.78' RT SERVICE STUB i - CONNECT TO EXISTING 2 M1 Ir WATER STA 563+85.88, 26.7D' RT ] \ 6" GATE VALVE U I 1 61 _ W _ CONNECT TO EXISTING Q W g 1 6" WATER MAIN f y 1 MAINTAIN 18" VERTICAL SEPARATION BETWEEN BOTTOM OF NEW 12" WATER MAIN AND EXISTING 8" SANITARY SEWER. 2 MAINTAIN 18' VERTICAL SEPARATION BETWEEN BOTTOM OF NEW 12" WATER MAIN AND EXISTING 27" STORM SEWER. 7 ■mm 75 t•�> cry t-� l� 770 f-. r.. 785 - r 760 y W W 755 740 55 + + + + + + + + 0 562+20 562+40 562+60 562+80 563+00 563+20 563+40 563+60 563+80 564+00 Ervci oa,JC IOw IIf�1510's SHEET 10 19 03IOwA P AMP KJC 191037 1360 NW 121st Street BENTON STREET REHABILITATION BENTON STREET CHECKED ar FiEmeoaallo. OCTOBER 2021 FIELDBOOK buildingstrop Clive, Iowa 50325 9 515-964-1229 MCC L U R E- MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY MWM°03 BRB fo.515-964-2370 STP-U-3715)669)--70-52 6 B 1 1 -, F�7- — STA BBMKM 7slr RT XSE&ZE STUB - — 564*20.36, 22.60' RT :ATE VALVE 1+18.24, 22.56' RT 'DRANT ASSEMBLY W W W 6 CENTURYLINK BOXES J_ LU o a a I co n $ N U - --- ----- --- / -' -- ' W. BENTON S�' STA 567+17.33; 1.86- RT CONN, 0 EXISTING 7ST.UBX PSIGSTA 56.83, 22.50' RTAS LINE �4"TAPPING VALVE ASSEMBLY6TA 566+49.82, 33.9T RT11 CONNECT TO EXISTING STA 567+1£15, 22.49' RT- XAND MAIN TO BE 4"WATERSERVICE 12- 567E VALVE E() SEE CONNECTION DETAIL %6 ONSHEET U.01 GENERAL NOTES: 'I Y 1. MAINTAIN MINIMUM OF 5'-W DEPTH TO TOP OF PIPE. - ---- 2. UTILITIES O BE FIELD VERIFIED PRIOR O EXCAVATING. 4 1rll�� 3. ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE RESTRAINED JOINT. Q NORTH Q 0 10 20 40 �2 GRAPHIC SCALE o us _ +24.23,— _ 10.09' RT — _ — _ —— - — - —� - — - �� - .f-1TA CONIIECT TO EXISTING 6" WATER VA .raovro 9 A!A! 7.32, 18.66' R ro�.w PR TECT PHONE PE EETAL T __ g — 6 0 i STA 567+67.83, 23.90' RT 12" CAP 6 STA 567+26.38, 22.51' RT 1r TE VALVE STA 667+24.22, 22.50' RT FIRE HYDRANT ASSEMBLY STA W7+17.31, 22.50' RT 1rNr TEE r."..* 775 -------------------------------------------------------------------------------- ------------------------------------------------------------------------ ------------------------------ ------------------------------------------------------ -------------------- =--- --------------------------------------------------------- ----- - - --- - - ----------- -----------------------------------------------------------------770 - --------- -----------------------------------------------no � --------- --------- ------- --------- ---------- ---------- --------- --------- --------- ---------- --------- --------- ---------- --------- --------- ---------- --------- --------- ---------- --------- -------- ---------- --------- --------- -- - - — l i 1 --------- --------- ---------- --------- --------- `< =" 765 8------- --------- ---------- --------- --------- ---------- --------- ---------I------------------------------------------------- 765 ua _ Z_______ _____—__ _____-__— _________ _________ __________ _________ _________ __________ _________ ��— ��� _______ _ _ __ --- 760 _______ __________ _________ _________ 7 60 ���� 755 ________------- —-------------- —______ _________ __________ - - ---------- --- "" ---- --------- --- --- --- --------- ----- --- ----- 1r --------- 755 - - ------ 1rGA ---------- ------ ------------------------ ---------------- ----------------------- --------- ------- - - TZ`DIP --- -- --------- __ STA' _ _______ +26.Bp __ ------- ------TA -------- ---------- ---- ---- _ 1?- ________ _________ __________ _ ________ __________ ____ _________ ___ P T VALVE BLY _________ ______��! 7N',j.15__ __________ _____ --- --------- -------- _____ __ STA' _ __ _.63 __________ rx.6.'-TEE-- ___ _--STA=567 -_ 24.22 _.___---- _________ _ _________ 756 ---------I---------- _________ _________ ________ -i61S17.at_ _________ __________ _________ _________ 750 ------- -- _________ 1r GATEv __________ vE _________ _________ __________ --------- --------- ---------- --------- --------- __ _ _______ _ -STA=56MI0 if ________ _________ _________ __________ _________ _________ --------------- _ _________ _ _________ _________ __________ _________ GATE VALVE __________ _________ _________ __________ _________ _________ __________ _________ _________ _________ __________ _________ _________ __________ ________ __________ 740- --------- -------- ---------- --------- --------- ---------- -------- ------ ------—— ----- --------- ---------- ------- N N N N N N q O O nj N lV fV h n n n 564+00 564+20 564+40 564+60 564+80 565+00 565+20 565+40 565+60 565+80 566+00 566+20 566+40 566+60 566+80 567+00 567+20 567+40 567+60 567+80 568+00 �cwaR auvm BY IOWA CITY, 11I�'=`+� 7IOWA AMP KJC 19103 1360 NW 12105"0 BENTON STREET REHABILITATION BENTON STREET cn[c�o BY ee�o lOOK NO. OCTOBER 2021 BRB FIELDBOOK buildingstrong communities. Clive, Iowa 50325 MCC LURE " 9 515-964-1229 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY MWM.04 fa: 515-964-2370 STP-U-3715(669)--70-52 D1 NORTH I I NORTH i I 0 10 20 40 j 0 10 20 40 tw ' I GRAPHIC SCALE I i GRAPHIC SCALE 0 �d Z LLJ mCDi 57+ 553+00 605 ?SIG �i GAS LINE - 'I 1 I 500 � r r Tee - I r I \\_..I✓v/ i CONNECT TO EXISTING C.NNECTTO EXISTING { I WATER MAIN SERVICE WATER MAIN SERVICE r UM/MG VALVE ASSEMBLY p . 9 6' TAPPING VALVE ASSEMBLY V I 6' -45" BEND (TYP. OF 2) I FIRE HYDRANT ASSEMBLY 57 LF OF 6" WATER SERVICE (TRENCHLESS) I 54 LF OF 6' WATER ? I I ( ( SERVICE (TRENCHLESS) I � , T i I 0( P I 5-I 554+00 ���, �( 558+00 785 785 785 785 780 775 770 GAS MAIN 765 NEW 12- WATER MAIN 6' TAPPING VALVE ASSEMBLY 760 755 Id 780 775 770 TV untl V GAS 117111TY 765 760 755 0+00 0+20 0+40 0+80 0+80 Eli �MEN s --1 C " rn CD v w w ErtciNEE6 oBAwN eY IOWA CITY, IOWA 11I% BNEET rvc AMP KJC 191037 ^ 1360 Nw 1210 Street BENTON STREET REHABILITATION BENTON STREET Clirs, Iowa 50325 CITY O F IOWA W A CITY MSC L U R E" building Strong Communities. MORMON TREK TO GREENWOOD DR WATER MAIN MWM.05 cMKicEo BY REID BOOK No. OCTO6ER 2021 - 51 - - BRB FIELDBOOK f- 51 5-964-2370 STP-U-3715(669)--70-52 ENGINEERING CO. 37-000\06-Drawings\06 - Plans\MOI dwg 10/14/2021 6:35 PM I I I I fi I { I I ) 600 PSI GGAG E I H I 560+00 ZI 0 U, I lop to O 57 LF OF 4" WATER d, $ SERVICE(TRENCHLESS) 4• TAPPING VALVE ASSEMBLY i I I 561+00 1 ( � t I NORTH 0 10 20 40 GRAPHIC SCALE I I I I I II � I I 600 PSIG GAS UNE ' I 1'p 1 li li I 6• TAPPING VALVE ASSEMBLY XX I I 1\ ) OMAINTAIN 18" VERTICAL SEPARATION BETWEEN BOTTOM OF NEW 4' TRENCHLESS WATER SERVICE CONNECTION AND TOP OF EXISTING 8" SANITARY SEWER. 2 MAINTAIN 18" VERTICAL SEPARATION BETWEEN BOTTOM OF NEW 6' TRENCHLESS WATER SERVICE CONNECTION AND BOTTOM OF EXISTING 8" SANITARY SEWER. 3 3 O -;jz 1 GO } $ 563+00 FIRE HYDRANT ASSEMBLY CONNECT TO EXISTING WATER MAIN SERVICE 6'-45°BEND 1 I (TYP. OF 2) 54 LF OF 6- WATER SERVICE (TRENCHLESS) i !I � 5sa+00 � I ZIt NORTH 0 10 20 40 GRAPHIC SCALE r� f� 770 770 770 770VE j a..,w. _________ __________ __________ _________ __________ _________ L—? -', " 765 765 765 765 C:) d ________ ` __________ W. eENrUNTO"sr __ ------- -------- --------- ---------- ---------- _ --------- �"T-I E^�� =.f {i � ' -------- ---------- - ----- -------- --------- --------- ---------- --J------ CD 760 760 760 760 .. SURE 6* HIGH ENGAS MAIN --- --- ---------- ------- unurY -------- ""------ ----------- of------ CABLE ______ 755 ____ 755 755 755 jIR _________ NGHLES61__ __________ __ _____ ___ _________ __________ __________ _______ _ ________ __________ ______ __ NEW 12' WATER MAIN NITARY SEWER •SANITARY �rWER CABLE UTILITY _ GAS MAIN TV uTILITY 4' TAPPING VALVE ASSEMBLYPRESSURE __________ ________- 750 750 _________ _________ __________ __________ __________ __________ _________ 750 750 ------ 750 CE NEW 12" WATER MAIN _ _________ __________ _ _ _________ _________ 6" TAPPING VALVE ASSEMBLY --- NOR __________ {� _4S BEND __ N _B' WATER CT TO EXISTING SERVICE -__-_-_-_ _ STA = 0+69.08 _________ __________ __________ _________ EWr-IS' BE 745 745 745 _________ __________ _______ STA = 0+65,. __ 7 745 _________ __________ ________ ___ _________ _____�� _TASSEMBLY _ ________ STA = 0+68.26 740 10 _________ __________ __________ __________ -___--____ _________ N pi n n n 0+00 0+20 0+40 0+60 0+80 01100 0+20 0+40 0+60 0+80 WGiNEER OMM'N BY IOWA CITY, IOWA —SIGNS !MEET NC �`P KZ I' I' 1360 N1Wowc 60]221� BENTON STREET REHABILITATION BENTON STREET 191037 ceECKEo er NE�a E00[Na OCTOBER 2021 _ - building strong mmunities,Cli M C L U R E -" 5,5-96,-, 229 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY MWM.06 BRB FIELDBOOK f-5t5-964-2370 STP-U-3715(669)--70-52 �I037-000\06-Drawings\06 - Plans\MOl,dwg 10/14/2021 6:35 PM TRAFFIC SIGNAL GENERAL NOTES 1. ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID FOR THIS PROJECT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL AND SIGNAL SYSTEM INSTALLATION IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 2. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPDXIMATE ONLY. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO ANY EXCAVATION ON THE PROJECT. 3. PROVIDE TRAFFIC CONTROL DEVICES AS REQUIRED TO FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AS ADOPTED BYTHE DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130. 4. TRAFFIC SIGNAL CONSTRUCTION SHALL FOLLOW IOWA DEPARTMENT OF TRANSPORTATION (DOT) SECTION 2525 TRAFFIC SIGNALIZATION EXCEPT WHERE ALTERED IN PLANS AND SPECIAL PROVISIONS, SP.156188. 5. ALL PROVIDED EQUIPMENT SHOULD FOLLOW SPECIAL PROVISION SPA56188 FOR APPROVED MATERIALS. 6. THE LOCATIONS OF ALL EXISTING SIGNAL POLES, HANDHOLES AND CONDUIT ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED BY THE CONTRACTOR. EXISTING INFRASTRUCTURE TO BE USED AS CONSTRUCTED UNLESS SPECIFIED OTHERWISE. 7. THE LOCATIONS OF ALL PROPOSED FOOTINGS, HANDHOLES, CONDUIT, AND DETECTOR ZONES ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. 8. ALL SIGNAL CABLE SHALL BE #14 AWG UNLESS OTHERWISE NOTED ON THE PLANS. 9. AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10. CONTRACTOR TO RECEIVE DELIVERY OF PROPOSED TRAFFIC SIGNAL EQUIPMENT AND ASSUMES RESPONSIBILITY FOR DELIVERY AND INSTALLATION IN THE FIELD. 11. ALL ELECTRICAL CONNECTORS, GROUND CONDUCTORS, GROUND RODS AND OTHER MISCELLANEOUS MATERIALS WHICH ARE NOT LISTED ON THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC SIGNAL BID ITEM. 12. AT LEAST TWO DAYS NOTICE SHALL BE PROVIDED TO THE CITY AND ENGINEER PRIOR TO SIGNAL TURN -ON. 13. INSTALL PEDESTRIAN PUSHBUTTON SIGNS (R703E) ABOVE EACH NEW PEDESTRIAN PUSHBUTTON. 14. INSTALL A #6 AWG BARE COPPER GROUND WIRE BETWEEN THE GROUND RODS IN THE SIGNAL FOOTINGS AND THE CONTROLLER CABINET TO FORM A CONTINUOUSLY GROUNDED SYSTEM. THE GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS. 15. THE CONTRACTOR HAS THE OPTION TO BORE OR TRENCH CONDUIT; HOWEVER, CONDUIT SHALL BE BORED UNDER UNDISTURBED PAVEMENT. 16. SIGNAL WIRING SHALL ONLY BE SPLICED IN POLE BASES, POLE JUNCTION BOX AND/OR CONTROLLER CABINET. USE SILICONE -FILLED WIRE NUTS FOR ALL SIGNAL WIRE CONNECTIONS. 17. TRAFFIC SIGNAL MOUNTING BRACKETS SHALL UTILIZE STAINLESS STEEL BANDING FOR SIDE -OF -POLE MOUNTING AND GALVANIZED STEEL CABLE FOR MAST ARM MOUNTED. 18. UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC OR HDPE MATERIAL. ALL OTHER ABOVE GROUND CONDUIT SHALL BE GALVANIZED RIGID STEEL ATTACHED TO EXTERIOR SURFACE. COORDINATE INSTALLATION INTO/ON UTILITY EQUIPMENT WITH SECONDARY SERVICE PROVIDER. 19. ALL SIGNING AND MOUNTING HARDWARE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 20. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL NEW CONDUITS UNTIL PROJECT ACCEPTANCE. 21. ALL NEW VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. 22. ALL NEW OVERHEAD -MOUNTED TRAFFIC SIGNAL HEADS SHALL BE FURNISHED WITH BACKPLATES. 23. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF THE ITEM UNLESS OTHERWISE NOTED. 24. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH PROPOSED SIGNAL HEAD TO THE BASE OF THE POLE. A 5-CONDUCTOR SHALL BE USED FOR A 3-SECTION HEAD. 25. TRAFFIC SIGNAL CONTRACTOR SHALL REFERENCE SHEET J.01 FOR NOTES REGARDING TEMPORARY TRAFFIC CONTROL OF THE INTERSECTIONS DURING CONSTRUCTION. 26, SEE BILL OF MATERIALS FOR LIST OF CITY PROVIDED MATERIALS. THE CONTRACTOR SHALL OBTAIN ITEMS FROM CITY AND INSTALL, PROVIDING ALL OTHER NECESSARY MATERIALS. AT AWARD OF PROJECT, CONTRACTOR SHALL REQUEST FROM CITY A LIST OF BRAND/MODEL NUMBERS FOR CITY PROVIDED EQUIPMENT. 27. REMOVE EXISTING TRAFFIC SIGNAL AT BENTON ST AND SUNSET ST. REMOVE TOP T OF FOOTINGS AND REMOVE CABLE FROM UNUTILVED CONDUITS IN THE PROPOSED LAYOUT AND ABONDON CONDUITS. SALVAGE REMOVED EQUIPMENT PER N.03 REMOVALS TO IOWA CITY'S STREETS DEPARTMENT LOCATED AT 3800 NAPOLEON LANE. CONTACT IOWA CITY ENGINEERING TO COORDINATE DELIVERY OF SALVAGED EQUIPMENT. TRAFFIC SIGNAL LEGEND -* SIGNAL HEAD WITH BACKPLATE A SIGNAL HEAD NUMBER 1 SIGAL HEAD WITHOUT BACKPLATE O SIGNAL BASE NUMBER 0PEDESTRIAN PUSHBUTTON NUMBER -0 PEDESTRIAN SIGNAL HEAD 12 HANDHOLE NUMBER ® CABINET AND CONTROLLER LABELS WITH A NUMBER FOLLOWED BY THE LETTER "E" REPRESENT EXISTING ® EXISTING CABINETICONTROLLER EQUIPMENT. G® SIGNAL BASE SIG SIGNAL HEAD CABLE PED HD PEDESTRIAN HEAD CABLE OO EXISTING SIGNAL BASE PIED PB PEDESTRIAN PUSHBUTTON CABLE CNTRL CONTROLLER LUM STREET LIGHT POWER CABLE 0 UTILITY POLE N NEUTRAL LN POWER Q HANDHOLE - TYPE 1 GR GROUND WIRE 1c #6 TR TRACER WIRE 1c #10 EXISTING HANDHOLE - TYPE 1 PR PULL ROPE HH HANDHOLE Q HANDHOLE -TYPE 3 VIDEO VIDEO DETECTOR/ETHERNET CABLES TMC TRAFFIC MONITORING CABLE m EXISTING HANDHOLE -TYPE 3 FO FIBER OPTIC CABLE EVP EMERGENCY VEHICLE PREEMPTION TRAFFIC SIGN - MAST ARM - - - - - EXISTING CONDUIT MOUNTED EXISTING DETECTION CAMERA DETECTION CAMERA - - SIGNAL CONDUIT dDOME STYLE PANITILTIZOOM CCTV N LUMINAIRE _.. � '+ CD I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IDWA. e LISA VANDENBERG, PE NO.17021 DATE: 10/1MY LICENSE RENEWAL DATE IS DECEMBER 31, 2021 PAGES OR SHEETS COVERED BY THIS SEAL: ALL N SHEETS ENGIFIEEE ouwran IOWA CITY, IOWA E .NS 00-'y, EFT NO I'Ii SN '. LMV LMV 191037 - 1740 Uninger Luna, Suite 100 BENTON STREET REHABILITATION building strong North Liberty Iowa 52317 MORMON TREK TO GREENWOOD DR SIGNAL NOTES CITY OF IOWA CITY ,UNE2G2, MSC L U RE'" 319-626-9G90 BRB FIELDBOOK STP-U-3715(669)--70-52 AND ABBREVIATIONS N.01 LDBOO PA19I037-000\06-Drawings\G6 - Mans\N0I.dwg 10/14/2021 6:36 PM Permanent Traffic Signal Installation - Bill of Materials / Schedule of Unit Prices Benton St and Sunset St Contractor Supply City Supply Plan No. Item Description Contractor Install Contractor Install Quantity Units Unit Price Unit Extension 1 4-Section, 12" R. SY, SY, G Left Turn Arrow, w/Bkpl X 4 EA $ $ 2 3-3eclion, 12" RYG Signal Head, wlBkpl X 4 EA $ $ 3 3-Section, 12" RYG Signal Head, No Bkpl X 4 EA $ $ 4 16' x 18' PersonlHand Countdovn Pedestrian Head, Side of Pole Mounted X 8 EA $ $ 5 APS Pedestrian Pushbutton Station X 8 EA S $ 6 Handhole, Type 3 "Tub' 24" x 36" "TRAFFIC SIGNAL" X 4 EA $ $ 7 Conduit - 2' PVC Trenched X 35 LF $ $ 8 Conduit - 4' PVC Trenched X 35 LF $ $ 9 Condurt - 2' PVC Pushed X 160 LF S S 10 Condurt - 4' PVC Pushed X 220 LF $ $ 11 Cable - Signal 2c 014 X 995 LF S _ $ 12 Cable - Signal 5c s14 X 780 LF $ $ 13 Cable - Signal 7c R14 X 740 LF $ $ 14 Cable - Signal 9c 914 X 530 LF $ $ 15 Cable -Ground 1c s6 X 305 LF $ $ 16 Cable - Tracer 1c i10 X 555 LF S S 17 Pull Rope X 555 LF $ $ 18 Cable - Lumnaire 1c 010 X 240 LF S S 19 Wye Connectors X 12 EA $ $ 20 Cable - Cat5E, Traffic Monitor Unit Cade (Per Camera Manufacturer' X 720 LF $ $ 21 Vehicle Detection Cable (Per Manufacturer) X 75 LF $ $ n.1 X 22 Concrete Base - Signal Pole - 3.0' Die- X 12.0 Deep Footing 2 EA $ $ 23 Concrete Ease - Signal Pole - 3.0- Dta- X 14.0 Deep Footing X 2 EA S $ ' 24 Concrete Base - Pedestal Pole - 1.5' DIa. X 1_(Deep Footing X 6 EA $ $ C—) —f 25 Concrete Base - Pedestal Pole - 2.0' Dia. X 3.9 Deep Footing X 1 EA S $ ^ ('•'� Q"O�"' 26 Pole (Steel) • Signal Mast Arm Pole - 30' Ann X 1 EA S _ $ 27 Pole (Steel) - Signal Mast Arts Pole - 35' Arm X 1 EA S $ 28 Pole (Steel) -Combination SignaVLghting Mast Arm Pole • 40 Arm X 2 EA $ $ •.: ...u+ 29 Pole (Aluminum) - 10 Pedestal Pole w' Transformer Base X 1 EA $ $ W 30 Pole (Aluminum) - 5' Pedestal Pole wl Transformer Base X 6 EA $ S 31 Traffic Sign (R3-5L) 30'x36" Mast Arm Mounting X 4 EA $ $ 32 Traffic Sign (RSPECIAL) "Let Turn Yield on FYA' 30'x36" Mast Arm Mounting X 4 EA S $ 33 Street Name Sign "Benton St vi Block Number (78" x 16"); install only X 2 EA $ $ 34 Street Name Sign "Sunset St wtBlock Number (76" x 16'): install only X 2 EA $ $ 35 Pedestrian Push Button With Sign R10.3E (Left Artovv) (9' x 15') X 2 FA $ S 36 Pedestrian Push Button With Sign R10-3E (Right Arrow) (9" x 15') X 6 EA $ $ 37 Controller Footing X 1 EA $ $ 38 Controller Cabinet. Riser& Accessories, 16-Channel X 1 EA $ $ 39 Alpha Technologies Battery Backup System X 1 EA $ S 40 Siemens M60 Series NEMA Controller and Miscellaneous Cabinet Equipment X 1 LS $ $ 41 Dome Style PTZ Traffic Monitoring System - Ytstallatiory Integration X 1 LS $ S 42 Vehicle Detection System • Iteris Vantage Next. Processors and Cameras X 1 LS $ $ 43 LED Luminaire Installation - Sahlaged from Existing X 2 EA S $ 44 Route Fiber from Existing to Proposed Controller X 1 LS $ $ 45 Traffic Control 1 LS S S 46 Mobilization 1 LS $ S Total Lump Sumto Furnish and Install Traffic Signal $ City Traffic Engineer Date E—NEER DEwwN By IOWA CITY, IOWA REVISIONS ' LMV LMV 1910371740 Lininger Lane, Suite l00 BENTON STREET REHABILITATION By HELD Boot Ho ,UNIT 202, MCCLURE buildin stron 9 9 North Liberty, Iona 52317 319-626-9090 MORMON TREK TO GREENWOOD OR SIGNAL LAYOUT CITY OF IOWA CITYCHECKED TN.02 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING Co. TRAFFIC SIGNAL REMOVAL GENERAL NOTES .ALL EXISTING SIGNAL MATERIAL AND EQUIPMENT LISTED BELOW SHALL BE SALVAGED BY THE CONTRACTOR AND DELIVERED TO THE CITY STREET DEPARTMENT AT 3800 NAPOLEON LANE. PRIOR AUTHORIZATION AND COORDINATION IS REQUIRED. TRAFFIC SIGNAL EQUIPMENT AND MATERIALS TO BE SALVAGED INCLUDE: -VIDEO DETECTION -TRAFFIC CONTROLLER CABINET AND EQUIPMENT -SIGNAL LUMINAIRES -ALL SIGNS -EQUIPMENT NOT WANTED BY THE CITY SHALL BE DISPOSED OF BY THE CONTRACTOR (FOR EXAMPLE, POLES AND MAST ARMS, SIGNAL HEADS). -EXISTING CONDUIT AND CONTENTS SHALL BE ABANDONED. REMOVE EXISTING CONDUCTORS AND HANDHOLES, CONDUIT MAY BE ABANDONED IN PLACE UNLESS IN CONFLICT WITH CONSTRUCTION ACTIVITIES - IF SO, CONDUIT TO BE REMOVED. -IF PRESENT, EXISTING DETECTION LOOPS SHALL BE ABANDONED IN PLACE UNLESS IN CONFLICT WITH CONSTRUCTION ACTIVITIES. ASSOCIATED LOOP DETECTION HANDHOLES SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTORS. -REMOVE EXISTING TRAFFIC SIGNAL SYSTEM HANDHOLES. INCOMING CONDUIT MAY BE ABANDONED IN PLACE UNLESS IN CONFLICT WITH CONSTRUCTION ACTIVITIES - IF SO, CONDUIT TO BE REMOVED. FOLLOWING REMOVAL OF HANDHOLE, REMAINING HOLE TO BE FILLED IN AS PER SPECIFICATIONS AND ALL SURROUNDING SURFACES SHALL BE RESTORED. -EXISTING TRAFFIC SIGNAL FOOTINGS SHALL BE EXCAVATED AND BACKFILLED TO A DEPTH OF 3'. -EXISTING TRAFFIC CONTROLLER FOOTINGS SHALL BE EXCAVATED AND BACKFILLED. -EXISTING CONDUIT FROM NW CORNER OF SUNSET ST AND BENTON ST INTERSECTION SHALL BE MAINTAINED WEST TO FLASHING PEDESTRIAN BEACON. CABLE SHALL BE PULLED FROM ABANDONED CONDUIT UNDERNEATH BENTON ST AND REROUTED THROUGH PROPOSED CONDUIT TO NW CORNER AND CONNECTED WITH STUB TO EXISTING CONDUIT RUNNING WEST ON NORTH SIDE OF BENTON ST. -REINSTALL SALVAGED LUMINAIRE POLES ON SW AND SE CORNERS OF INTERSECTION. -REROUTE FIBER FROM EXISTING TO PROPOSED CONTROLLER. SAFELY MAINTAIN EXISTING FIBER FOR DURATION OF CONSTRUCTION. /-105' SPAN WIRE 19' LT STA 542+62, 36' LT HANDHOLE EX TRAFFIC SIGNAL - REMOVAL -T JAL TEMPORARY TRAFFIC SIGNAL GENERAL NOTES I -TEMPORARY TRAFFIC SIGNAL SHALL BE INSTALLED FOLLOWING J.01 and J.02 60' SPAN WIRE REQUIREMENTS. 1 -TEMPORARY TRAFFIC SIGNAL SHALL BE IN OPERATION BETWEEN DECOMMISIONING OF EXISTING TRAFFIC SIGNAL AND TURN -ON OF PROPOSED TRAFFIC SIGNAL. I 1 STA 541+72, 33' RT -MOUNT TEMPORARY CONTROLLER TO SW CORNER POLE, BRING POWER FROM EXISTING INSTALL TEMPORARY SIGNAL TRAFFIC SIGNAL CONTROLLER. SPAN WIRE POLE �105' SPAN WIRE -INSTALL TWO TEMPORARY TRAFFIC SIGNAL HEADS FOR EACH APPROACH AND ALIGN MB WITH ONCOMING TRAFFIC. -FOLLOW ENGINEER'S REQUIREMENTS FOR TIMING AND INSTALLATION OF TEMPORARY _ STA 541+97, 47' RT STA 542+71 32' RT — -- - -- _ EX TRAFFIC SIGNAL EX TRAFFIC SIGNAL TRAFFIC SIGNAL. REMOVAL REMOVAL I I -- STA 541+98, 62' RT I EX TRAFFIC SIGNAL I I R CONTROLLER AND FOOTING I'I' REMOVAL I - STA 542+57, 49' RT EX TRAFFIC HANDHOLE REMOVAL I STA 542+82, 30' LT INSTALL TEMPORARY SIGNAL SPAN WIRE POLE ■ v55' SPAN WIRE I I STA 542+81, 27' RT INSTALL TEMPORARY SIGNAL ' SPAN WIRE POLE , - F a ii� NORTH 0 S 10 20 GRAPHIC SCALE I ENGINEER —BY IOWA CITY, IOWA REn..... ' LMV LMV 191037 I'I� 1740 b—g., L—, Sufic 100 BENTON STREET REHABILITATION TEMPORARY TRAFFIC SIGNAL sNo TUNE 2021 C building strong communities. Nonn U6a626 90952317 MORMON TREK TO GREENWOOD DR AND EXISTING <NBRBRT FIELDBOOK CITY OF IOWA CITY N.03 M C L U R E Y 319-626-9090 ENGINEERIP STP-U-3715(669)--70-52 SIGNAL REMOVAL TRAFFIC SIGNS Benton St1" F Sunset SR00 84" X 16" 84" X 16" Series C Series C (2-EACH)' (2-EACHp "INTENTION OF SIGN DETAIL ONLY TO SHOW SIGN WORDING AND APPROXIMATE SIGN BLANK GENERAL DIMENSIONS. STREET NAME SIGNS SHALL BE SUPPLIED BY THE CITY AND INSTALLED BY THE CONTRACTOR. ONLY R3-5L 30" X 36" (4-EACH) LEFT TURN YIELD ON MSHINC YELLOW ARROW O RSPECIAL 30" X 36" (4-EACH) PEDESTRIAN PUSHBUTTON SIGNS s=.A aa>sB.K+ 8n � 88 0 © © — =z- R10-3EL R10-3ER 9" X 15" 9" X 15" (2-REQ-D) (6-REQ'D) I00+ZOL STA 541+91.36, 38.70' LT O 5 STA 541+80.77, 27.20' LT, 0 1 I\, i R I - STA 542+60.44, 51.73' LT I 4 2ZA I( _ 30' MAST ARM J D STA 542+61.55, 42.29' LT O _ / TYPE III HANDHOLE STA 541+87.4043Z.14' LT _ TRAFFIC SIGNAL" TYPE III HANDI ' "TRAFFIC SIGNAL" �� �� 1 8 STA r V — STA 542+53.74, 40.15' LT TRAFFIC SIGNAL FACES 12" 12" R N2' 12" 00 Y �Y 12' 12" NO.23,24,43,44 G a� 63,64,83,84 NO.21,22,41, 12" (8-REQ'D) ALL SIGNAL 42,61,62,81,82 aFr INDICATIONS (8-REQ'D) NO.11,51,31,71 SHALL BE LED. (4-REQ'D) 542+79.27, 26A6' LT ....__. .— . PEDESTRIAN PUSHBUTTONS (�)l C� n PC> C) ' THE CITY OF IOWA CITY IS TO PROVIDE STREET (71 C-D NAME SIGN PANELS. CONTRACTOR TO SUPPLY MOUNTING BRACKETS AND INSTALL SIGNS. 111 'ME,'I ` SEE NOTE 445 2$ 49' RT M- �0+L04 i-TYPE II HANDH LE STA 542+61.37, 39.00' R 9 -- 10 / "TRAFFIC SIGNAL' SEE NOTE 4 B -- — =Row -- SIGNAL MODIFICATION NOTES 1 INSTALL DOME STYLE PANrr LTIZOOM CCTV CAMERA ONTO SIGNAL POLE #3 UPRIGHT STA 541 88.60, 39.15' RTA/,51\1J 11 / i 4 AT TOP OF VERTICAL POLE UPRIGHT. SEEN E 4 a I 4p O ' (�[I{1 / STA 542+75.54, 41.17' RT 2. INSTALL VIDEO DETECTION CAMERAS ON MAST ARM BETWEEN LEFT TURN AND ��' �� �}) I ////�� ADJACENT THROUGH LANES. ti� /Q 3. ZONE LIMITS ARE FOR REPRESENTATIVE PURPOSES ONLY. ACTUAL DETECTION AREAS / 4O' MAST ARM it ��. FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 4. WORK AROUND EXISTING FIBER LINE WHEN LOCATING PEDESTAL POLE. STA 541+91.77, 56.61' RT57 J O II O j j 5. FIBER FROM EXISTING CONTROLLER TO BE REROUTED TO PROPOSED CONTROLLER. I STYPE TA III HA42+ D 54.26' RT lie III "TRAFFIC SIGNAL" E j ���� IIII�IIIIUIII IIII IIII ilp r I � NORTH I0 5 10 20 GRAPHICSCALE I 0.EVISIONS SHEET NO ENGINEER oLMV IOWA19103 IOWA 1740 uninger Lane, $vita 1D0 BENTON STREET REHABILITATION 191037 � CHECKED By FEEDBOOK No. JUNE 2021 building strong ccrnmunihes. North liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR SIGNAL LAYOUT CITY OF IOWA CITY BRB FIELDBOOK - 3t9-626-9090 STP-U-3715(669)--70-52 M�CLURE'" N.04 \191037-000\06-Drawings\06 - Plans\N01 dwg 10/14/2021 6:36 PM LEGEND 71 SIGNAL HEAD NUMBER OSIGNAL BASE NUMBER 25 PEDESTRIAN PUSHBUTTON NUMBER 12 HANDHOLE NUMBER V1 VIDEO DETECTION UNIT LABELS WITH A NUMBER FOLLOWED BY THE LETTER "E" REPRESENT EXISTING EQUIPMENT. SIG SIGNAL HEAD CABLE PED HD PEDESTRIAN HEAD CABLE PED PB PEDESTRIAN PUSHBUTTON CABLE CNTRL CONTROLLER LUM STREET LIGHT POWER CABLE N NEUTRAL LN POWER GR GROUND WIRE 1c #6 TR TRACER WIRE 1C#10 PR PULL ROPE HH HANDHOLE VIDEO VIDEO DETECTOR/ETHERNET CABLES TMC TRAFFIC MONITORING CABLE FO FIBER OPTIC CABLE nafnrfnr Crrmmar Datecbr Nunber Detectl Zorn Zero Limitson (aS �rKmm Phase Caled Phase Extended Commerts Vt 71 0'40' 7 7.4 41 W 4t7 4 4 V2 11 0'40' 1 1,6 61 W-40' 6 6 V3 1 51 t7Alllr s 52 21 tr40' 2 2 V4 31 O'40' 3 8,3 81 0'4U a e 2A,2B 2 Pod Pu**K ton 4A,4B 4 Pod PuhbtRton 6A,6B 6 Pod Puhbltlon BA,813 6 Pod PuhbWon NOTES 1. TRAFFIC MONITORING UNIT CABLE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. TRAFFIC MONITORING UNIT CABLE SHALL BE CONTINUOUS FROM CAMERA TO SIGNAL CABINET. 2. REROUTE FIBER FROM EXISTING CONTROLLER TO PROPOSED CONTROLLER VIA HANDHOLE3. 11111'� N�kill NORTH 0 5 10 20 GRAPHIC SCALE 10' OF 2" COND. 1-2c (PED PB) TR/PR 5' OF 2" COND. V244 10' OF 2" COND. 1-9c gA ❑ All 1-7c 1-5c B>, ,8 r r, 4B 1-VIDEO GR/TR/PR 5 OF 2 COND. 43 1-2c (PED PB) 26 I® TR/PR 65' OF 4" COND. I 1-9c 41 I 80' OF 4" COND. 2-9c 2-7c I 2-5c 2-VIDEO I 3-2c (PED PB) EX CABLE TO FLASHING SIGNS I GR/TR/PR 25'1-2 ( 2" PB) A OI 1-2c (PED PB) 6A g zi� TR/PR 10 10 OF 2" COND. 8B 1-7c 1-5c 1-VIDEO 1-TMC 5-Cinndur--fnr Sinnal Wira Celnr hsulatlon Cole Stnpe Color Signal intlw-elron Green Green Bat Black Yellow Bat Red Red Ball White Common Oran e n 1-7c \ 1-5c 1-VIDEO GR/TR/PR 0 1-7c 1-5c 1-VIDEO 2-2c (PED PB) GR/TR/PR 15' OF 2" COND. 1-2c (PED PB) TR/PR 10' OF 2" COND. \ 1-9c GR/TR/PR 1-LUM IVal GR/TR/PR 15' OF 24" COND. 4-9c 4-7c 15' OF 2" COND. 4-5c EX 1-FO (REROUTED) 4-VIDEO TR/PR 1-TMC 1-LUM 6-2c (PED PB) EX CABLE TO FLASHING SIGNS GR/TR/PR 20' OF 2" COND. 2A ♦ 0 1-2c (PED PB) 6 TR/PR BENTON S A 14 35 OF 2" COND. TR/PR ® \ 60' OF 4" COND. 1-9c 1-7c 1-5c 1-VIDEO 1-LUM 2-2c (PED PB) GR/TR/PR CZ) {it �� � 4 -�= 20' OF 2" COND. 1-7c 1-5c 1-VIDEO 1-LUM GR/TR/PR ENGINEER aRAVM BY REVISIONSi aiELT NO. IOwq 9103IOwq III% g BENTON STREET REHABILITATION LMV LMV ""� 17401inin er lane, Suite 100 191037 North Liberty, Iowa 52317 clecna Br NFID Boon No. JUNE 2021 building strong :��?uT1��?dies. 319-626-9090 MORMON TREK TO GREENWOOD DR SIGNAL WIRING CITY OF IOWA CITY BRB FIELDBOOK MCC L U R E'" STP-U-3715(669)--70-52 DIAGRAM N.05 SIGNAL FACE LOCATION u t x el � 11 31 s x s 3 a LEGEND ACTUATED VEHICULAR MOVEMENT NON -ACTUATED VEHICULAR MOVEMENT ---- PARTIALLY RESTRICTED VEHICULAR MOVEMENT ACTUATED PEDESTRIAN MOVEMENT -----D NON -ACTUATED PEDESTRIAN MOVEMENT RIW RIGHT OF WAY INTERVAL 0 TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW <FY FLASHING YELLOW LEFT ARROW <Y YELLOW LEFT ARROW <G GREEN LEFT ARROW Y> YELLOW RIGHT ARROW G> GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK AO ALL OTHER PHASES INITIAL RECOMMENDED TIMING (SECONDS) PHASE 1 1 2 1 3 1 4 5 6 1 7 8 MINIMUM GREEN 5 10 5 10 5 10 5 10 PASSAGE 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 MAXIMUM 1 20 40 20 40 20 40 20 40 MAXIMUM II YELLOW CHANGE 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 RED CLEARANCE 1.5 1.5 1.6 1.6 1.5 1.5 1.6 1.6 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 17 18 17 18 ADDED INTIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP FLASHING OPERATIONS BENTON ST RED SUNSET ST RED PEDESTRIAN DARK NORTH I 03+7 APPROA ammm mmm E300 mom mmm mmommom BOUND EASTBENTON ST WESTBOUND BENTONNORTHBOUND �-mmmmmmmm©�©�©�©�mmmmmmmmmmmmmmmm---- mmmm mmmm mmmm mmmm mmmm mmmm ©0 © © BM dV,:�---- I SOUTHBOUND SUNSETST mmmm mmmm mmmm mmmm mmmm © © mmmm © © -O M - CONTROLLER & CABNET HARDWARE PHASES USED: 8 EXPANSIBLE TO: 16 MINIMUM NUMBER OF 16 BACKPANEL POSITIONS: PHASE SEQUENCE NOT ALLOWED FROM �mmT�� TO I DUAL ENTRY PHASES TRAFFIC PHASING AND COLOR SEQUENCE INDICATES FLOW PATH WITH ALL PHASES DEMANDED. INDICATES OPTIONAL FLOW PATHS WHEN SOME PHASES ARE NOT DEMANDED AT THE SAME TIME OF RIGHT-OF-WAY TRANSFER. THE RED CLEARANCE INTERVAL SHALL BE INCLUDED IN THE COLOR SEQUENCE WHEN CALLED FOR BY CONTROLLER TIMING. N r� L r- . 2+6, 4+8 IOWA CITY, IOWA ee.s�o�s I'li BENTON STREET REHABILITATION 11EE. �o LMV LMV t91037 ' building strong Na h1740 nUb nyL Iowa 5231100 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY A I O� TUNE 2021 6-9090 ICI 319-62 BRB FIELDBOOK MSC L U R E ` STP-U-3715(669)-.70-52 PHASING DIAGRAM P:\191037.000\06-D"r.* a\06 - HaoWOI.d" 10/14/2021 6:36 PM Notes: 1-. Extra accounts for bends and slack in wire 2 Round up to nearest 5' 3 Positive Length Mean Along Mast Arm, Negative Mean Down Pole m iz" t • 1 .%� C..i (1) (2) (2) LOCATION IS DISTANCE FROM POLE MEASURED OUT TO THE END OF THE ARM (3) ORIENTATION OF LUMNARE ARM IS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLNE OF THE SIGNAL MASTARM ON COMBINATION POLES, TWO MINIMUM 4- x6.5' HANDHOLES AND COVERS SHALL BE LOCATED N THE POLE AS SPECIFIED N THE SPECIAL PROVISIONS FOR TRAFFIC SIGNALS. I -ER D-BY IOWA CITY, IOWA RE-01S Illi snEn no LMV LMV 191037 1740 Li-g- Lane, Saae 100 BENTON STREET REHABILITATION c�K.EaRY nE�aRaa�r.a wNezozl building strong MCC L U R E North Liberty, Iowa 52317 319-626-9090 MORMONTREKTOGREENWOODDR TRAFFIC SIGNAL CITY OFIOWACITY ICI N.07 BRB FIELDBOOK STP-U-3715(669)--70-52 SIGNAL QUANTITIES WIRE AND CONDUIT QUANTITIES IN FEET Benton Stand Sunset St Signal Len. Along MA (ft) ConduR(HDPE) Poly Coppe Coppe r S� rrlCable Trenched Pushed Pull Tracer Ground LUM TMC CCTV From To Dist. (it) Slaek (ft) Vertical ( Aa B C Video 2' 3' 4' 2' 3' 4" Rope 1 ca110 1 cN8 1 cf10 Cobb Cable 2c/114 5014 7014 9c/14 omme CONTROLLER HANDHOLE 3 15 10 3 15 30 75 75 � 28 112 28 188 112 112 100 HANDHOLE 3 _ SIGNAL 3 10 6 23 S 16.5 28.5 28.5 10 16 16 10 54 66 39 78 68 HANDHOLE 3 HANOHOLE 4 80 B 0 60 66 66 60 81 86 148 86 88 66 HANDHOLE 3 HANDHOLE 1 80 4 0 80 84 84 80 168 273 188 168 168 HANDHOLE 3 SIGNAL 9 10 6 7 10 16 16 10 24 HANOHOLE 3 SIGNAL 10 25 6 7 25 31 31 38 HAND HOLE 1 SIGNAL 1 5 6 23 �i 22.5 33.5 Zd 5 11 11 5 60 18 77 88 19 HANDHOLEI SIGNALS 10 6 7 10 16 16 23 HANDHOLE 1 HANDHOLE 2 65 4 0 65 69 69 65 89 152 69 69 69 HANDHOLE 2 SIGNAL 2 10 8 23 d 13.3 27 22 10 16 16 10 61 75 BB 24 HANDHOLE 2 SIGNAL 6 20 8 7 20 26 26 33 HANDHOLE 2 SIGNAL 8 5 8 7 S 11 11 18 HANDHOLE 4 HANDHOLE 4 SIGNAL 4 SIGNAL 11 20 15 8 6 23 7 -S 28 39 33.5 20 15 28 21 28 21 20 64 83 28 97 88 34 HANDHOLE 4 SIGNAL 7 35 6 7 35 41 41 48 Sub -Totals= Extra 5%'= Grand Totak2= 30 2 0 0 30 2 150 8 0 0 205 10 525 28 525 26 290 15 227 11 684 67 34 3 945 47 739 37 704 35 504 25 35 0 35 180 0 220 555 555 305 240 720 75 995 780 740 530 TRAFFIC SIGNAL POLE DATA MAST ARM LEtJGTH TRAFFIC SIGNAL TRAFFIC SIGNS (2) LUMINAIRE ARM (3) FOOT1tJG POLE POLE OR LOCATION LOCATION S^FAD MOUNTING ORIENTATION DIA DEPTH MISC. TOTAL NO TYPE PEDESTAL HEIGHT OTY. ON ARM ON ON ARM HEIGHT i��) QUANTITY 1 SIGNAL � 3 22.5,33.5 3 5,30.5,34 - - - 3.0 12.0 1 2 � 3 15.5,27 3 5,24,30 - - - 3.0 12.0 1 SIGNAL COMBINATION SIGNAL / 3 LIGHTING � 3 18.5,28.5 3 5,25,44 15 30 350 3.0 14.0 1 COMBINATION SIGNAL / 4 � 3 28,39 3 5,38,40 15 30 350 3.0 14.0 1 BENTON ST LIGHTING AND 5 PEDESTRIAN PUSH BUTTON - - - - 1.5 1.0 Pedestrian crossing signs to be located on pole. 1 SUNSET ST 6 PEDESTRIAN PUSH BUTTON - 1.5 1.0 Pedestrian crossing signs to be bested on pole. 1 7 PEDESTRIAN PUSH BUTTON 1.5 1.0 Pedestrian crossing si ns to be boated on Dole. 1 8 PEDESTRIAN PUSH BUTTON 15 1.0 Pedestrian crossing si ns to be boated on b. 1 PEDESTRIAN SIGNAL Pedestrian crossing sign to be boated on pole. 9 i 2.0 3.0 Pedestrian signal head to be moulted per detail TRAFFIC SIGNAL HEAD QUANTITIES Benton Stand Sunset St 3-Sect. 4-Sect. 12" Red 5-Sect. 12" 1 -Section Pole Signal Head 12" SY-FY-G R-Y-G-YA-GA 12" Hand/Man Back Mounting No. Numbers RYG Left Turn Arrows Right Turn Arrows Countdown Plate OH Side 1 24 1 1 1 41 1 1 1 42 1 1 1 1 43 1 1 1 71 1 1 1 2 11 1 1 1 2 44 1 1 2 61 1 1 2 62 1 1 1 2 63 3 21 1 1 3 22 1 3 51 1 1 1 4 31 1 1 1 4 81 1 1 4 82 1 1 1 4 64 1 1 4 83 1 1 9 23 1 1 9 84 1 1 8 4 0 8 8 8 12 FOOTING AND HANDHOLE QUANTITIES Benton Stand Sunset St Concrete Handhole Handhole Signal Pole Type I Type I II Item Number Footings 24" Dia. "Tub" COMMENTS CONTROLLER New Footing SIGNAL POLE 1 1 3' Dia x 12.0' deep footing SIGNAL POLE 2 1 3' Diaz 12.0' dee footing SIGNAL POLE 3 1 3' Dia x 14.0' dee foo' SIGNAL POLE 4 1 3' Dia x 14.0' dee footing PEDESTAL POLE 5 1 1' Dia x 3.5' dee footing PEDESTAL POLE 6 1 1' Dia x 3.5' d footing PEDESTAL POLE 7 1 1' Dia x 3.5' de food PEDESTAL POLE 8 1 1' Dia x 3.5' deep food PEDESTAL POLES 1 7 Dia x 3.0' deep footing PEDESTAL POLE 10 1 1' Dia x 3.5' deep footing PEDESTAL POLE 11 1 1' Dia x 3.5' deep footing HANDHOLEi 1 HANDHOLE2 1 HANDHOLE3 1 HANDHOLE4 1 "" Totals= 11 0 4 P.\191037.000\O6-Drawings\06 -Plans\NOl.dwq 10/14/2021 6:37 PM Finished Expansion Pavement Material Grade c 1 NE G ound Rod Clamp 3OGround Rod Top of Rock —\ A 1" Dia. Ground Wire Duct 2" o C: C: p p, Nif .E C 0 D .D D D • D Q Conduit Anchor Bolts '�-No steel reinforcing required for pedestal foundation PEDESTAL POLE FOUNDATION IN SOIL OR ROCK Anchor Bolts O Cabinet Conduit 0 Riser 1 c _E ..r� 19*17MaThrel1i'=Zel O1 Shape top 11 inches with forms. O2 Bolt spacing and conduit locations as specified by the manufacturer. Cabinet Ground Rod Ground Rod Clamp ser 1" Ground Wire Duct n1 no abinet Depth +6" Ground Rod \ 4" Apron Expansion Material N Pole Base c: _ 11" Shape with Forms Circular) y� w (Square or DETAIL 'A' 10 Shape top 11 inches with forms. See Detail 'A'. O2 Install rodent guard or non -shrink grout with weep hole. 03 Furnish nut, nut and plate, or nut and anchor bolt assembly ring plate on embedded end. BIOwHR RwwN I 1011A CITY, IOWA REVISIONS III' -� � L@R No. LMV LMV 191037 ,-,�;r. 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION cNE<¢o ev rEm eooc No JUNE 2021 building strong communities. North Liberty,9-626-90952317 MCC L U R E'" 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY p N'08 BRB FIELD BOOK STP-U-3715(669)--70-52 DETAILS rlwr-vwwo-uraw,ngs\vo-rlans\Nvi.awg IV1141ZVLI o.ar rm i -� %5�NX�%\�/i��/��� N 2'-0" Min. 4'-0" Max. Conduit Anchor Bolt(3). #5 Ties 3" Clear Cover (TYP•) 1" Dia. Ground Wire Duct Expansion Material Finished Pavement Grade Ground Rod Clamp and Rod "V" Bars I W MAST ARM POLE FOUNDATION IN SOIL TYPE A FOUNDATION #5 Ties Stagger hooks to engage different "V" bars each row t "V" Bars Pole Base PLAN VIEW 3" Clearance 6 Spaces at 4" O.C. Upper Tie Bar Spacing S, Lower Tie Bar Spacing SZ 3" Clearance BENT BAR DETAIL W-6" The Type A Foundation is the normally required foundation construction. Where rock is encountered, the Engineer may approve the use of the Type B or C Foundation. Prior to installing a foundation in rock, obtain a subsurface investigation certified by a geotechnical engineer licensed in the State of Iowa. 1O Shape top 11 inches with forms. See Detail 'A'. 2O Install rodent guard or non -shrink grout with weep hole. 30 Furnish nut, nut and plate, or nut and anchor bolt assembly ring plate on embedded end. Foundation "V" Bars Tie Bars Max. Most Arm Length O © Count Size Length Count Upper Spacing Lower Spacing # Spaces St # Spaces 35'-0" 3'-0" 12'—on 12 #8 11'-6" 17 9 12" N/A N/A 45'-0" 3'-0" 14'-0" 12 #8 13'-6" 19 11 12" N/A N/A 55'-0" 3'-0" 16'-0" 12 #8 15'-6" 25 12 8" 5 12" 60'-0" 3'-0" 18'-0" 13 #8 17'-6" 28 15 8" 5 12" 70'-0" 3'-6" 18'-0" 12 #10 17'-6" 28 15 8" 5 12" 80'-0" 3'-6" 21'-0" 14 #10 20'-6" 40 22 6" 10 8" 90'-0" 4'-0" 22'-0" 16 #10 21'-6" 42 24 6" 10 8" 100'-0" 4'-0" 24'-0" 18 #10 23'-6" 47 32 6" 7 8" P. p-- #5 Ties �? D=21/2" (TYp•) Note: All dimension are out to out. hape with Forms Square or Circular) DETAIL 'A' C .. 8 - { c) w r- ENcwEEE oRwwN Rv IOWA CITY, IOWA REVISIONS LMV LMV 191037 ''*'"'"� 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION SHEET NO. CHEO—ev HEW BOOK No. TUNE 2021 building Strong Communities. North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY BRB FIELDBOOK MSC L U R ETM 319-626-9090 N.09 S7P-U-3715(669)--70-52 DETAILS 1/4- HOLE AND 15 GL GRGUND TERMINAL ' FLANGE BOLT CIRCLE E - n Y. NO. 4840 4' TOP CAP ICK 40 AL PPE ^"-ART ASBLY. NO. TCSS ART NO. 11PB PEDESTAL BASE CASTING NO.11 PBC BLANK COVER 6.` CASTING PO LARA PUSHBUTTON - COVER MAY BE CUSTOM® WITH LOGO OR DEIGN ART NO. 1/4' INSERT ASBLY. NO. CPBA PEDESTAL NUT TO MOUNT CONTROL SWATCH O BASE, COVER. HARDWARE. AHD ANCHORS PART NO. 11 2) SET /sll�t s III�I rtpl PEDESTAL BASE COVER STANDAST 25ABPK (4) 5/B'z7-1/2' TETHER ANCHOR + ANCHOR BOLTS, WASHERS ATTACHMENT (OPTIONAL) r?, AND NUTS INCLUDED WITH ASSLY CPBA. EPDXY AND ANY BASE AND ANCHOR FLANGE E : A58LY. N0. 4840 4'X48' Sqi. LY N LEVELING SHINS BY INSTALLER FLAT TO SHIMS AND/OR GRADE 40 PPE (2) 1/4' INSERT NUTS INCLUDED DEWALK LANDING AREA 41. — v iv Y. N0. CP6A ( = ANCHORS) /DES 2) SET SCREWS- STANDARD. OR J STAINLESS STEEL INCLUDED Z v O p 'vim v Q' Q Z_ Q 10. �• v a v pv castNG. ea-r AND WASHER p OPE'NM &75'x&75' ART NO. 25GL GROUND LUG p ® Ile NOM. CASING THCKNESS s GE- r BOLT CIRCLE 18" DMA. —3 C=:� r--j a �;Y .� Ir EOLT ALOE[ � � � � IT$ v w F DRILL (4) HOLES TO EMBED ANCHORS EPDXY TO SET ANCHORS SUPPLIED BY INSTALLER Jr FIELD PLACE SWATCH HOLE FOR TEMPLATE SO PUSHBUTTON INSULATION SLEEVE IS 42' ABOVE GRADE, OR AS OTHERWISE SPECIFIED. NOTE. SCHEDULE 40 PIPE REQUIRES 1/4' INSERT NUTS jr HOLE FOR SET INTO PIPE. SCHEDULE 80 ,gam INSUTATION SLEEVE PIPE MAY BE DRILLED AND .75" TAPED FOR 1/4'-20 BOLT PEDESTRIAN POLE & PEDESTRIAN POST DETAILS ENGINEEE DMY w IOWA CITY IOWA cc�.'iOHS II'i SHEET HO 0 Uninger Lone, Suite 100 LMV LMV I91 o37 ' 174BENTON STREET REHABILITATION cHEc.D.. maeoox �c JUNE 2021 building strong communities North Liberty, bwa 52317 BRB FIELDBOOK M � C L U R E'" 319.626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY STP-U-3715(669)--70-52 DETAILS N' 10 'EKING CO- �vai-wv�vo-.'.awrnya� o rivr ski v� wg v. �ai�v�i o.ai rm 4 17 min. Compact Backfill Material Trench Ensure backfill material is free of cinders, concrete, or other rubble. \ Conduit CONDUIT IN TRENCH Stainless Steel Bolt One Piece Lid (Type 11 or 111) Stainless Steel Bolt Two Piece - Lid (Type IV) � Pull Slot Skid Resistant Surface Pull Slot Skid Resistant Surface HANDHOLE DIMENSIONS (NOMINAL) TABLE TYPE 11 30" 17 24" 111 36" 24" 30" IV 48" 30" 36" —a Finished Pavement Grade Cable Hooks Cable Hooks C:) (4) Required (4) Require- n\' ---C:) —1 M -MPIT W), ON,, E5::o I D Extend 8" granular base 6" beyond walls of handhole. 0 • PRECAST CONCRETE COMPOSITE HANDHOLE ENGINEER IOWA CITY, IOWA R-10's mii� SHEET NO LMV LMV 191037 1740 Lmi ger L,ne, Suite 100 BENTON STREET REHABILITATION CHE—D By building strong North Liberty, low. 52317 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY JUNE 2021 319-626-9090 BRB IIELr.�ZK MCC L U RE STP-U-3715(669)--70-52 DETAILS N.1 1 1037-000\06-D—i.qs\06 - Fl—\N01 dwg 10/14/2021 6.37 PM O1 Ensure the top of the signal housing is no more than 25.6 feet above the pavement. Ensure the bottom of the signal housing and related attachments are at least 15 feet above the pavement. O2 Ensure the bottom of the signal housing (including brackets) that is not located over a roadway is a minimum of 8 feet and a maximum of 19 feet above the sidewalk or, if there is no sidewalk, above the pavement grade at the center of the roadway. / () Mount pedestrian signal heads with the �bottom of the signal housing (including brackets) no less than 7 feet or more than 10 feet above the sidewalk level. Position and adjust heads to provide maximum visibility at the beginning of the controlled crosswalk. Length (L) Luminare Luminaire Arm Length Emergency Vehicle Preemption Detector Luminaire Traffic Monitoring (Side of Pole Mount) Camera Enclosure (Side of Pole Mount) CD Mast Arm Length , ' S , = IR Number of signals, signs, and spacing O as specified in the contract documents. O STREET SIGN C) Backplates 6 t Minimum O<�"% f- yp. 4nX6n O O O Handhole C G O O O o p^ O O O O 1 Typical Signal Pole o +, O X Typical placement of traffic � io o control and street name signs. o 20 O Q 0 2 Fixed or Universally Adjustable Mounting 3 Brackets Pedestrian Push Button ❑ and Sign ° T-6" Above See Footing Detail Sidewalk STEEL MAST ARM POLE CAMERA MOUNT TO MAST ARM POLE ENGINEER -N By REVISIONS IOWA CITY, IOWA / sNEEr No. LMV LMV 191037 1740 Lininger Lane, Side too BENTON STREET REHABILITATION CHKE BY NEIDBooKNo. building Strong North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY 'ENE 2U2, M C C L U R E .. 319-626-9090 BRB FIELDBOOK STP-U-3715(669)--70-52 DETAILS P\191037-000\06-Drawings\06 - Plans\NOI.dwg 10/14/2021 6-37 PM 0 J o0 0 + O N O Y o TURNING + +� o '� c W + VEHICLES c Inv' + o u� c I 'n u" 0 v TO Z 2 STA 502+96 STA 502+14 STRAIGHT ARROW O RID-iSA (WH(TE) STAW c 30"X3(' C STA $03+00 BIKE LANE SYMBOL STA 501+92 �� (WHITEISL=A CROSSWALK LINE (WHITE)-CBW6 STA 601+99 \ XXX \-DASHED UNJWHITE `STA 502+74 (WHITE)-OLWB XXXX CHANNELIZING LINE `-STA502+98 - - \ (WHITE)-CHW8 REMOVE REMAINING DOUBLE (CENTERLINE j—STA502+36 `\ AND TURN LANE STRIPING STA SON99— DASHED LINE WHfrE LEFT TURN AR O�OOUBIE CENTERLINHE STA 502+98 (WHITE)-(WHITE)(WHITE)-LTAW (YELLOW)-DCYI STA 502+11-� STA 503+91 TA 503+28 STA 503+09 STA 502+97 STRAIGHTARROW BIKE LANE SYMBOL (WHITE)STAW (WHITE STA 503+03 R03-17 24'X1B' R3.17aP 24'X8' BIKE LANE U -� AHEAD w - IIIIIIIillllll Illp _ ��Illlla :a I NORTH Z 0 10 20 40 J 0 YO o+ GRAPHIC SCALE O o G G LLI + N O + V m + o �I� :i Z t" cmvo1 BIKE LANE U.I um STA 509+71 (n O R03-17 24"X18" �I ...I STA 509+70 BIKE LANE SYMBOL (WHITE)-BLSA STA 509+58 STRAIGHT ARROW (WHITE)STAW EN rdN S (WMRE)SLW6 STA 510+84 R03.17 24'X18' 81KE LANE ENcwEEE oxwwta By —ONs IOWA CITY, IOWA � sNEEr No LMV LMV191037 a 1740 Lininger Lane, Suite 1 DO BENTON STREET REHABILITATION North Liberty, Iowa 52317 cNECKE6 sr eEln eooc No. 3UNE 2021 building strong %"" -- - 319-626-9090 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY BRB FIELDBOOK MSC L U RE' N.13 ENGINEERING CO. STP-U-3715(669)--70-52 IV I US/-U \U6-Urawings\ae - r1anS\NV 1.awg I U/ 14/ZUZ 16:3/ YM STA 514+94 REMOVE W11-02 AND W16-0,P SIGN AND POST Q Y O Y w � Y S A E THE STA 515+78 BIKE LANE SYMBOL ROAD (WHITE)43LSA STA 515+66 STRAIGHT ARROW (WHITE)STAW STA 54 N STA SIS+72 BIKE LANE SYMBOL (WHfrE)-BLSA `STA 514+41 REMOVE W,1-02 AND W16-01P SIGN AND POST S A E THE ROAD co w t--STA 522+33 R03-17 24"X18" 0 LO REVISIONS ' ENOwHR DRnwN By IOWA CITY, IOWA LMV LMV 191037 w�r,� 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION North Liberty, Iowa 52317 CH —DRY REiveoo 0 JUNE 2021 building strong - 319-626-9090 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT BR8 FIELDBOOK M� C L U R E ry STP-U-3715)669)--70-52 0 ul $17+76 J } 1 LU c� p qp ~ Il�dl� nVpI�BIII�ppP NORTH D ,D 2U ao GRAPHIC SCALE STA 524+27.84 REMOVE AN 1-02 AND W18-0'IP� SIGN AND POST SAE AHEAD THE ROAD ; v, t CRY OF IOWA CITY SMfEi NO N.14 uuwo-urawmgswo- rims\NV 1-9 1ui 14/2-I 0:aY rm T— END SCHOOL END p o SPEED O S EO LO LIMITco LI T wcn ARKIN NC LU AHEAn TIME �'�� STA 527r40 STA 530+09 ' 501.01 EX. SOt-01, W76419P� STA 526+20 - STA 527+16 36"z36" �1 S0503, R0741 STA 525M W76-07PL RELOCATED TO EX. $0543, R07411 STRAIGHT ARROW STA $28+09 24z12" NEW POLE RELOCATE WEST TO (WHITEHiTJ ADD REFLECTIVE 8TA 527+84 \`\ NEW POLE STRIP TO POST STA 526*81 - A 527+48 (WHITE}CWB6 STA 527+54 � - ' �• - s } p CENTERLINE j STA SW32 OW}-DCY4 STRAIGHT ARROW (WHITE)STAW 529+28 STA 530+21 _ _ (WHITE)•SLW6 BIKE LANE SYMBOL STA $27+28 (WHITE)-BLSA —T-r7 7+54 STRAIGHT ARROW STA 528+54 (WHITE)STAW STA 527+42 STA 16 EX. W01-04L STA 530+12 STA 525+28 J PL EX 1.OIL RELOCATED EX. SCHOOL SPEED LIMIT SIGN ASSEMBLY STA 525+28TE EAST FROM WEST < > EX SOt-01, W16-09P, R07-01 EX. SOLAR SPEED LIMIT SIGN WITH FLASHERS STA 526+99 24% RELOCATED TO WEST RELOCATED WITH EX POLE ASSEMBLY EX. SOLAR SPEED LIMIT SIGN WITH FLASHERS ADO REFLEC— RELOCATED TO WEST STRIP �. SCHOOL TO POST 14) SPEED LIMIT � U T g�fla Duqu A AD 20 0O No m -NORTH HRKIN 7 AM - 5 PM I"' ANY MON - FRI ui Z 0 10 " 20 40 AtE LU w GRAPHIC SCALE r 1 O D + + + + N aE1 M � N STA 534+76 NORTH CROSSWALK LINE (10') STA 534+84 (WHITE)-CBW6 S01-01 0 10 20 40 " W16-0I�1�J 76-07PL I I 24"x12" SOLAR POWERED LED SIGN GRAPHIC SCALE ADD REFLECTIVE STRIP TO POST STA 531+71 J EX. S01-01, W16-09P a AHEAD STA 111+11 R03-17 24"X18"` BIKE LANE STA 534+84 —STA 534+69 S01-01 36"x36" W16-07PL 24"xl2" SOLAR POWERED LED ADD REFLECTIVE STRIP TO POST :67 0 REV SIONS ENcwEER orwwN .. IOWA CITY, IOWA /"% rrE==, LMV LMV 191037 1740 Lininger Lane, Suite Ioo BENTON STREET REHABILITATION CHKxEDBT FEia soon Ho. JUNE 2021 building strong 'o^t!'1.�'7i`-�S. North Liberty, Iowa 52317 BRB FIELDBOOK MC C L U R E ,. 319-626-9090 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY N .15 _ _ _ STP-U-3715(669)--70-52 O t+0 E�4f SCHOOL SPEED LIMIT TAM-bI'M N40N - FRI STA SMNi5 EX SCHOOL SPEED LWT SIGN ASSEMBLY o o + + M N BIKE LANE AHEAD STA 539+30 R03-17 STA 538+06 24"x18" S01-01 36'x36- W16-09P 2dcn12wo acernu �IIIIIIIIIV I X 4:'iNORTH CHANNELIDNG LINE ( X h-- 0 GTO 20 40 (WHITE)-CHW8 - X A102+05 TURN ARROW _ STA 101+80 TAW (n SCHOOL STOP LINE X z • GRAPHIC SCALE OQ,FZ 1L REMOVE EXIS-1NG W SPEED DOUBLE YELL )W ��L� fn LIMIT CENTERLINE L ARKING'.��LLO���LINE Z STA 542+00- X X \ )( STA 542+50 X -STA 141+14 STOP LINE - - 1 - - - - - / (WHITE)-SLW2 STA 540+28 STA 510+85 STA 101+58 _. STA 540+81 EX W01-0IL EX SCHOOL SPEED LIMIT � - ASSEMBLY BIKE LANE SYMBOL (WHITE)-BLSA �_ DASHED LI1IE_jy11LIE__. STA 101+48 -- TA 5d -.-. .:' STA 541a _ �.. .<. STA 542+94 j LEFT TURN ARROW SOLD LINE WHITE \.-STA 544+98 `-STA 54,.53 STA 5al+T1 IGHT FT TURN ARROW LEFT TURN ARROW ^f CROSS / (WF11TE)1TAW (YIM(TE}SLW6 RE)-STA - IT4E RN MHITE)-LTAW (YROSS j - )SOLID LINE WHITE STA 543+80 `�OOUBLE CENTERLINE RLRIE \ y �-- STA s42+e4 ` NrHrtElsLw4 sty BENTON ST (YELLOW)-DCY4 "-STA 543+09 -i _...,_" _.._ NNELIZING LINE ' TAW _ - STA wz tiF w+Te DASHED LINE WHITE .. (WHITE)-OLW�� QO+LC)L _ - ROW - - ROW STA 543+90 .a . .�. REMOVE YWH1R STA 541+M1 /' STA 541+98 -ROW -ROW STA $43+75 BIKE LANE SYMBOL SIGN AND POST EX SOS-03 / ` BIKE LANE SYMBOL (WHITE)-BLSW STA 541+71 --J// STA 101+07 I I (WHITE)-BLSA -- STOP LINE ( S y14+56 t N U !W HITE)SLW2 `-STA 543+14 T SC HI SCHOOL A 542+53 R03-17 L E SPEED STA 100.89 24'X118' E S LEFT TURN ARROW LIMIT STA 100+94 I / (YmrtEFLTAW STOP LINE (WHITEISLW2 BIKE LANE \-CNANNELONO LINE (WHITE)-CHW8 I ENGINEER ..—er REVISIONS SHEET NO IOWA CITY, IOWA IIIi�� LMV LMV vao eninga, Lane, suae loo BENTON STREET REHABILITATION 191037 North Liberty, Iowa 52317 -KKEDEl HEM —NO )UNE 2o2t building Strong - 3I9-626.9090 MORMON TREK TO GREENWOOD OR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY M,' L BRB FIELDBOOK MCC L U K E'" SIP-U-3715(669)--70-52 w .1 L ENGINEERING CO. ,I 91037-000\06-13rawings\06 - Plans\NOI.dwg 10/14/2021 6:37 PM cn _ w o V s O LU BIKE LANE STA 548+20 LU R03-17 24.x19• i STA 548+93 - STRAIGHTARROW WHITE { (WHITE)-STAW him I . \ .. ✓ra:�... `STA 549+16 STA f+48r k a+? - _o STA 546+32 BIKE LANE SYMBOL p (WHITE)-BLSA v z =+�?rn Uj UJI 0 r 4 NORTH + 0 10 20 40 0 0 0 0 r 0 0 + LO N GRAPHIC SCALE G M � InN N N Ln N n STA 555+19 BIKE LANE SYMBOL (WHITE)-BLSA STA 555+07 ^ STRAIGHT ARROW / (WHITE)STAW STA 552i85 H03-17 1 44 STA 552+79 BIKE LANE SYMBOL 24"X18" `w/, (WHITE)-BLSA W BIKE LANE m LU LU ewiNEtE Daum ev LMV IMV IOWA CITY, IOWA 0.EVISiONS ' II I� 1740 uniagar Lane, Suites 100 SHEET NO cH e. No, 191037 JUNE 2021 MCC L U R ETM bUlldlfl9 StfOf1J _. North Liberty, Iowa 52317 319-626-9090 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY N.17 BRB BRB FIELDBOOK IELDB STP-U-3715(669)--70-52 i V0-Un—ngswo-riansNnvi.awg Iui 14i2ozs 6:471— 0 O + Ln N BIKE LANE STA 557+85 R03-17 STA 562+23 BIKE LANE SYMBOL (WHITE)-BLSA YRJOAD ��,."J0-4 m�Mlip Ca .F , NORTH -_ n i 0 10 20 40 / : A c) J GRAPHIC SCALE p o OO + �+ V S A E THE BIKE LaNE ROAD AHEAD STANP32 CJ REMOVE W11-02 AND W76-01P R03-IT SIGN AND POST 24'XI0' R03-ITA► 24"X0' STA 565+99 SOLID LINE WHITE STA 566+71 STA 566+96 (WHITE)-SLW6 STRAIGHT ARROW I ) (WHITE)-STAW STA 566+63 BENTON ST BIKE LANE SYMBOL (WHITE)41LSA SOLID I --- --- (WHITE)SLW6 �TA STA 568+50 17 R04-11 24"X16" 30"X30" MAY USE BIKE LANE FULL LANE ENDS R3.17bp 24"a8" B1GINfIR eR wRl 9Y 0.fVIS10N5 IOWA CITY. IOWA ' HFE NO LMV LMV II I� s, 1740 No th Lib er Lane, Suite 100 t9to37North ub.,N, Iowa 52317 BENTON STREET REHABILITATION C—Dcr Rce�neo —. TUNE 2021 building strong co - 319-626_9090 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY BRB FIELDBOOK MSC L U R E " N.18 _ STP-U-3715(669)--70-52 uW duo-uravnngs�vo-nons�nvi.awg i�/�vtval o.00 rm LIZING LINE RITE)-CHW8 DASHED LINE g (WHITE)-DLW6 STA 541 0 LEFT T oo ++�B STA 541+70 ' CS"� + m N p STOP LINE + o + (WHITE)-SLW2 0 o SOLID LINE STA 101+07 (WHITE)SLW6 " STA 541+98 ..... STA 101+80 STOP LINE ITE)-SLWy STA 94+96 ZA100+20- /.TA`10.+42- -STA 100+ 54 +00 CHANNELVJNG LINE (WHITE7 STA 102+27 DOUBLE CENTE NE� TA 542+0J ' (YELL0_ _ff 11ii REMOVE EXISTING \ i _ _ DLOW OUBLE RKI STA 100+pp STA 100+59 CENTERLINE MARKINGS LEFT TURN ARROW " �' -' - {�- - (WHITE)-LTAW _ - --r - OS3`WALK DNE ; X XXXXXXXXX�XXXXXXXX XXXXXXXXXXXXXXXXX }}__------ I / (WHITE)-CBWB STA 102+OS DOUBLE CENTERLINE SUNSET ST STA 1"T+SJ ; �.r-�fFT 151 TRRGW (YELLOW)-DCY4 STA 542* Q1�NQr- NrNIT�- A �- STA 1 STA 102+96 CHANNELI2ING LINE -- t __. (WHITE)-CHW8 ... STA 100+83 STOP LINE STA 542+ A (WHITE)SLW200 - rn TA 101+48 �.. Z STA 542+94 STOP LINE O I (WHITE)S[2 ru LW2 543+00 .,.y t ROW � f 1 oD w NORTH 0 10 20 40 GRAPHIC SCALE ENGINEER DB—N BY REVISIONS rowA cln, IowA :„EETNO LMV LMV 191037 III' " 1740 Uninger Lane, Suite 100 BENTON STREET REHABILITATION CHECKED BY 'END Boon No. JUNE 2021 building strong cool m;.; cares. Noah Liberty,9-26909 52377 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY BRB FIELDBOOK MSC L U R E " 3t9-626-9090 STP-U-3715(669)--70-52 N.19 \-iva--vo- n-nngs\vo-nuns-vi—Ii, ivf-,u—o.,so rm e > < LEFT TURN ARROW (White) CBW6 CROSSWALK BAR (White) 1 (LW6 CROSSWALK LINE (White) SLW2 STOP LINE (White) f.----►�--10' NOW 6-0" 36" _ T4NJ 60011111l< 3611 BROKEN LANE LINE (White) Joint Tl Line 10' 30' i I CY4> DOUBLE CENTERLINE (Yellow) (Joint) $II " ! .0 6101 1 10T.4 6'04BLSA 6'011--► STA STRAIGHT ARROW (White)BIKE LANE (White) SLW4 SOLID LANE LINE (White) Lane Width 4" 411 ri oint f- --- - -- _1 Line -- - - - <DLW4 DOTTED LINE (White) 411 ■ ■ '. _ 4' 4" BE EHcwEEE Daum n IOWA CITY, IOWA BIOHB 00 t SHEET NO LMV LMV ••*; 17a0 Liningor Lane, Suite 100 BENTON STREET REHABILITATION 7 91037 North Liberty, Iowa 52317 CHECKED BY aEto Boac Ho. JUNE 202E C building strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS DETAILS CITY OF IOWA CITY BRB FIELDBOOK M C LURE " N •20 • ... , _ _ _ _ _ STP-U-3715(6691--70-52 , I Y I U!/-UVU\ua-Urawing5\Ua - rlans\NU I.awg 1 U/ 16/2- 1 a'.Sa rm 110-12L 5 Preservat on existing vegetation within right-of-way or easements u act as vegetative buffer strips. 0-1L POLLUTION PREVENTION PLAN 10-20-20 6) Preservation of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (lee-DA, 10.20-20 1B0-LA, or 100-1C) and Estimate Reference Information (100-4A) located in the C or A sheets. Additional information may This project s regulated y the requirements o the Iowa Department Natura Resources DNR) National Po utant 0 scharge E m nation be found in the Tabulations in the C or T Tabulation sheets, or is referenced in Section 2105 of the Standard System (NPDES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System Specifications. (NPDES) individual store water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution b. Structural Practices Prevention Plan (PPP). 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the This Base PpP includes information on R01es and Re spon51611ities, Project Site Description, Controls, Maintenance Procedures, Inspection discharge of pollutants from exposed areas of the site. Additionally, structural practices may include: silt basins that Requirements, Non -Store water Controls, Potential Sources of Off Right -of -Nay Pollution, and Definitions. This plan references other provide 3600 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdraw rater documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as from surface when discharging basins, and controls to direct storm water to vegetated areas. needed during construction, will be readily available for review. 2) Structural practices to be used for this project are located in the store water site map, Estimated project Quantities (1BB-0A, 100-1A, or 100-1C), and Estimate Reference Information (100-4A) located in the C or R sheets, as well as all A11 contractors shall conduct their operations Sn a manner that controls Pollutants, minimizes erosion, and Prevents sediments from other Stem specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be entering waters of the state and leaving the highway right-of-way. The Contractor shall be responsible for found the a or R sheets or are referenced in the Standard Road Plans Tabulation (IBS-4) located in the C or R sheets. compliance and c. Storm Wateerr Management implementation of Me PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a Measures shall beinstalled during the Construction process to Control pollutants an storm eater discharges that will occur Source of potential pollution as defined in this PPP. after construction operations have been completed. This may include velocity dissipation devices at discharge locations and along length of ou[falI channel as necessary to provide a non -erosion velocity flow from structure to water course. If I. ROLES AND RESPONSIBILITIES included with this project, these items are located 1n the storm water site nap and Estimated Project Quantities (100-0A, A. Designer: 100-1A, or lea -IC) and Estimate Reference Information (160-4A) located in the C or R sheets, as well as all other item ]. prepares Base PPP included in the project plan. specific Tabulations. Typical drawings detailing construction of the practices to be used on this project are referenced in 2. Prepares Notice of Intent (NOT) submitted to Iowa DNR. the Standard Road Plans Tabulation. The installation of these devices may be subject to Section 464 of the Clean Water Act. 3. Is signature authority on the Base DPP. If consultant designed, signature from Contracting Authority is also required. 2. OTHER CONTROLS B. Contractor: Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and 1. Si s a co-permitiee certification statement adherSn to the re umrements of the NPDES ermit and [his DPP. All co- B^ g q D permittees local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terns and laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. conditions of this PPP. a. Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. 2. Designates a Water Pollution Control Manager (WPCM), who has the duties and responsibilities as defined in Section 2692 of the b. Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, Standard Specifications. storage, and use. 3. submits an Erosion Control Implementation Plan (ECIP) and ECIP updates according to Section 2682 of the Standard Specifications. c. Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and paving. 4. Installs and maintains appropriate controls. This Work may be subcontracted as documented through Subcontractor Request Forms d. Waste Disposal - Do not discharge any materials, including building materials, Into raters of the state, except as authorized (Torn 830231). by a Section 404 permit. S. Supervises and implements good housekeeping practices according to Paragraph III, C, 2. e. Spill Prevention and Control - Implement chemical spill and leak prevention and response procedures to contain and clean up 6. Conducts joint required inspecilons of the site with inspection staff. When Contractor is not mobilized on site, spills and prevent naterlal dl scharges to the store drain system and waters of the state. Contractor may delegate this responsSb111ty to a trained or certified subcontractor. Contracting Authority also may waive f. Concrete Residuals and Washout Wastes - Waste shall not be discharged to a surface water and is not allowed to adversely joint inspection requirement during winter shutdown. In both circumstances, WPCM (or trained or certified delegate from affect a water of the state. Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide the Contractor) isstill responsible to review and sign inspection reports. directions to truck drivers where designated washout facilities are located. Designated washout areas should be located at 7. Compiles with training and certification requirements of Section 2602 of the Standard Specifications. least 50 feet away from storm drains, streams or other water bodies. Care should be taken to ensure these facilities do not 8. Submits amended PPP site map according to Section 2602 of the Standard Specifications. overflow during storm events. C. 5ubcontractors: g. Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on 1. Sign a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP if: responsible for foreslopes or removed from the project. sediment or erosion controls; involved in land disturbing activities; or performing work that is a source of potential pollution h. Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all as defined in this PPP. Subcontracted work items are identified in Subcontractor Request Forms (Form 83e231). All environment laws such as proper storage of onsite fuels and proper disposal of used engine oil or other fluids on site. C� co-permlttees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the Employ washing practices that prevent contamination of surface and ground water from wash water. Mash waters must be terms and conditions of this PPP, treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 2. Implement good housekeeping practices according to Paragraph III, C, 2. 1. Litter Management - Ensure employees Properly dispose of litter. Minimize exposure of trash if exposure to precipitation or � �1m► '- -: D. RCE/Project Engineer: Is Project storm water would result In a discharge of pollutants. .:.. y.a (2 C-)i 1. Storm Water Manager. 2. On projects where DOT is the Contracting Authority, is current with erosion control training or certification. J. Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off -site. -' ""' '"-"'•�- 3. Takes actions necessary to ensure compliance with store water requirements including, where appropriate, issuing stop Work Measures are also to be taken to prevent scour erosion at dewatering discharge point. 3. APPROVED STATE OR LOCAL PLANS .�'� ^ �' W -•-- ` orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. compliance. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at 4. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of non-compliance with the storm water the time. �-{ - requirements of the ADplIcable Permit. 1 5. Supervises all work necessary to meet storm water requirements at the Project, including Work performed by contractors and fTl 777P subcontractors. 6. Requires employees, contractors, and subcontractors to take appropriate responsive action to comply with storm water ...ate -....5 ` »d requirements, including requiring any such person to cease or correct a violation of store water requirements, and to order or IV. MAINTENANCE PROCEDURES -- . •� recommendsuch other actions as necessary to meet store water requirements. The Contractor is required to maintain all temporary erosion and sediment control measures in proper Working order, including 7. Is familiar with the Project PPP and stores rater site nap. cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 59% of their W 8. 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 capacity. Gil authority and responsibility to direct immediate actions to correct the deficiencies. V. INSPECTION REQUIREMENTS 9. Iz the point of contact for the Project for regulatory officials, Inspector, contractors, and subcontractors regarding storm A. Inspections shall be made jointly by the Contractor and the Contracting Authority's inspector at least once every seven calendar eater requirements, days. Storm water site inspections will include: 10. Is signature authority on Notice of Discontinuation. 1. Date of the inspection. - 11. Maintains uDto-date record of contractors, subcontractors, and subcontracted work items through Subcontractor Request Forms 2. Summary of the scope of the inspection. in (Form 83023). 3. Name and qualifications of the personnel making the SsDection. 12. Makes information to determine permit compliance available to the DNR upon their request. 5. Review of erosion and sediment control measures withinndisturbed areas for the effectiveness in preventing impacts to receiving E. Inspector: eaters. 1. Updates PPP through fieldbook entries and storm water site inspection reports if there is a change in design, construction, G. Major observations related to the implementation of the PPP. operation, or maintenance which has a significant effect on the discharge of pollutants from the project. 7. Identification of corrective actions required to maintain or modify erosion and sediment control measures. 1. Makes information to determine permit compliance available to the DNR upon their request. B. Include store water site inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control 3. Conducts joint required inspections of the site with the contractor{subcontractor. measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found Within 3 4. Completes an inspection report after each inspection, calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making the 5. Is signature authority on storm water inspection reports. corrections less than 72 hours after the inspection is impracticable, it should be documented why it is impracticable and indicate II. PROJECT SITE DESCRIPTION an estimated date by which the corrections will be made. A. This Pollution Prevention Plan (PPP) is for the construction of a pavement rehab, watermain installation, ADA ramps, VI. NOWSTORM WATER DISCHARGES and stream stabilization. This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from B. This PPP covers approximately 10 acres with an estimated 1.5 acres being disturbed. The these Features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials. portion of the PPP covered by this contract has 1.5 acres disturbed. This also includes uncontaminated groundwater from deuatering operations, which will be controlled as discussed in Section III of the C. The PPO is located in an area of Fayette and Colo soil associations. ppp. The estimated weighted average runoff coeffI lent number for this PPP after completion will be 0.59. D. Storm Water Site Map is Located in the R sheets. Proposed slopes are shown in cross sections, details, or standard road plans. VIT. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION Supplemental information is located in the Tabulations in the C or CC sheets. Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a store event. E. The base store water site sup is amended by contract modifications and progress payments (fieldbook entries) of completed erosion Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until conveyed and controlled per this PPP. needed, based on site conditions. For example, Silt fence ditch cbecks will typically not be installed until the ditch has been installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be VIII. DEFINITIONS documented by fieldbook entries and amended PPP site map. A. Base PPP - Initial Pollution Prevention Plan. F. Runoff from this work rill flow into storewater intakes and the unnamed tributary to Willow Creek. 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 DPP site rap by the Contractor, ECIP, NOI, co-permittee III. CONTROLS cert iflcations, and Subcontractor Request Forms. Items amending the PPP are stored electronically and are readily available upon A. The Contractor's ECIP s specified in Article 2602.03 of the Standard Specifications for accomplishment of store water controls should request. clearly describe the intended sequence of major activities, and for each activity define the control measure and the tieing during C. Fieldbaok Entries - This contains the inspector's daily diary and bid item postings. the construction process that the measure will be implemented. 0. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize B. Preserve vegetation in areas not needed for construction. contaminants from other types of waste or materials. Also called Best Management Practices (aws). C. Sections 26B1 and 26e2 of the Standard Specifications define requirements to implement erosion and sediment control measures. E. Signature Authority - Representative authorized to sign various store rater documents. Actual quantities used and installed locations way 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 CERTIFICATION STATEMENT applicable to any contract items, the Work will be paid for according to Article 1109.83 paragraph B of the Standard I certifyunder penalty of law that this document and all attachments were prepared under my direction or supervision In accordance Specifications. 1. EROSION AND SEDIMENT CONTROLS with a system designed to assure that qualified personnel properly gathered and evaluated the Information submitted. Based on my inquiry Stabilization Practices of the person or persons who manage the system, or those persons directly responsible for gathering the inforeation, the information a. submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for 1) Site plans will ensure that existing vegetation or natural buffers are preserved where attainable and disturbed portions of the site will be stabilized. submitting false information, including the possibility of fine and imprisonment for knowing violations. 2) Initialize stabll izatlon of disturbed areas immediately after clearing, grading, excavating, or other earth disturbing activities have: a) Permanently ceased on any portion of the site, or Signature b) Temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. Bryan Benjamin 3) Staged permanent and/or temporary stabilizing seeding and mulching shall be completed as the disturbed areas are Printed or Typed Name 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-BA, 1"-IA, or 100-1C), and Estimate Reference Information (100-4A) located 1n the C or Signature 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. o+ows, orwvm ByIOWA CITY, IOWA R-101s goo-� sycET y TMS TMS 191037 II f % 1740 Lining -Lane, Suite 100 BENTON STREET REHABILITATION SEDIMENT CONTROL ewcexzon ner0800xNo. OCTOBER2021 building strong North Liberty Iowa 52317 9 9 319-b26-9090 MCC MORMON TREK TO GREENWOOD DR SWPPP CITY OF IOWA CITY RC.01 BRB FIELDBOOK L U R E' STP-U-3715(669)--70-52 ENGINEERir D. Pr\19IO37-0O0\O6-Cr inge\06 - Plans\RC01 dwg 10/14/2021 6 38 PM oo+ZL 1 NORTH STA 503.28.16 I 0 5 10 20 END SURFACE RUNOUT BEGIN CRACK AND SEAT GRAPHIC SCALE I OHE(B).._ ..._.... OHE(B) OHE(B) OHE(B) OHE(B) OHE(B) I 66'SURFACE RUNOUT ENTON ST W. Bm — — — — — — �— — — — — -— I— — I I � i I J W Y 0 O I m 3-1 J 004z + J I I li NORTH 0 5 10 20 GRAPHIC SCALE 1302 1:1u:s .a 1206 1204 1 00 1300 1304 H —x 1 OHE(B) 1207 HE(B) -- _- aHc( m HE(B} B 1305 oktE(B) OHE(B) Or 1202 a 1210 1203 1301 1308 1209 1208 1306 1307 Fri 1114 1 1113r—C a ---- 1002 1101 m 111: I W. BENTON STD C �""�YF �• looa 1003 1001 — ----- ---- —— — ----------- �(c) 12"W(C 12'W(C) — — — — — — — — — ——+'� 1102 1111 1014 L 1005 1007 1103 1109 1110 1008 1013 I 1108 1107 D 1009 1012 I 1104 1106 12"W(C) 1---- 12"w(c) ^ 12"w(C) 12"w(c) 12"w(c) 12"w(C) 1105 tz'w(c) 12'w(c) 12••W(C) 1010 1011 V _ I a � m 1 0 o0+oz I t 0 LEGEND: GENERAL SIDEWALK NOTES 1. TOP OF CURB ITC) ELEVATIONS SHOWN ARE SIDEWALKITRAIL TOP OF 112" DROP CURB. REFER STANDARD SIDEWALKlTRAIL LANDING ❑ ROAD PLAN PV-105 FOR DROP CURB AT SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI-220 FOR DETECTABLE WARNING AND ❑ SIDEWALKrTRAIL RAMP PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. ENGwEER ow.wN By IOWA CITY, IOWA / SHEET NO TMS TMS 191037 00 1740 L{ninger Lane, Suite 100 BENTON STREET REHABILITATION ACCESSIBILE CHECKED Br E No. OCTOBER 2021 M C C L U R E TM building strong communities. North Liberty, Iowa 52317 319-626.9090 MORMON TREK TO GREENWOOD DR RP DETAILS AM CITY OF IOWA CITY S.01 BRB FIELDBDBOOK STP-U-3715(669)--70-52 ucr--o--nngslvo - rara\,,vr.awg Ia/ 14/LU41 o:JY rM N C y c ... ti,-J f 1 3. +f r _ f W o�HEEa -N IOWA CITY, IOWA E TMS nTMs v t 91037 OCTOBER 2021 cH BRB a FHELD BOOK IQ IELDBOOK REv�SIONS nysr 1740 Lining. Lana, SuBe 100 building strong ;mmunities. hbAh Ube626-"a52317 MC C L U R E 319.626-9090 ENGINEERING C- BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715 (669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NO S.02 113-30 o4-la-v SIDEWALK COMPLIANCE lema Court See S Sheets • Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard SpeciRcations Refer to tabulation 113-01 for bid quantities. Point to Pan[ Sidewalk Designation PCC Sidewalk Distance' b Elevation �Pe Acceptable Constructed Range Staking Required Measured FOR INFORMATION ONLY: VALUES USED TO DETERMINE P:\191037-000\06-Drawings\06 -Plans\SOl.dwg 10/14/2021 4:39 PM t�J C + C a ---5 C '< � D.y y �1 cn -N RY CITY, IOWA TM$ TMS 191037 CHKKEDay nELD eooR No ocrotER202, F7BRBFIELDBOOK REVISIONS 17401ininger Lane, Soife 100 building strong .�limunities. North Liberty, Iowa 52317 MSC L U RE'" 319-626.9090 ENGINEERING C' BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NCK1WA $.03 113-30 04-18-17 SIDEWALK COMPLIANCE Willowbrooke Lane -See S Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications Refer to tabulation 113-01 forbid quantities. Point to Point Sidewalk Designation KC Sidewalt 2 Dit6nce+ S9aaa00tt Sbpe Acceptade Constructed Ralt{e Stak(tt{ � M{Ik Quadrant? Measur!!d 51opa Initials Remarks VALUES USED TO DETERMIINE DESIGNED SLOPES Point Station Offset Elevation FT Fi % Pos. a % 1202 1204 Ramp Running slGpe f 4.55 0.21 4.f2% 0.5%ao 2.3% 1201 507+98.36 -25.05 692.55 1201 1205 1205 1206 Ramp Ruining Slope LandingJTurrvn{ ace i i 5.00 SAO 0.25 -0A7 5.00% 0.5%to 8.3% -1.40% 0.1%to 2.0% 1202 1203 507+84.49 507+79.94 -25.73 -20.72 692.66 692.97 1206 1207 Ram Runnin Sb f 9.{S -0.SS -S.St% OS%tG 8.3% 1204 507+79.94 -25.72 692.97 1203 1209 3208 1209 Ramp Running Slope Landing/Turning Space i f SAO 5.00 0.21 -0A7 4.20% 0.5%to 8.3% -3.10% 0.1%to 2.0'76 1205 1206 507+74.94 507+69.94 -25.72 -25.72 693.12 693.05 1209 1210 Ram Running Sloe f 9.77 -0.53 3.42% 0.5%to 8.3% 1207 607+60.16 -24.56 fi92.50 1203 1205 1204 1208 Ramp Cross Slope Landing/Turrvng Space i f 5.00 SAO -0.10 0.06 -2.00% 0.1% W 2.0% 3.20% 0.1%SO 2.0% IZOt 12W 607+74.94 507+r,9.94 -20.72 -20.72 693.19 693.33 1206 120! LandWurnirg ace f SAO 0.06 1.20% 0.1%to 2.0% 1210 507+60.17 -20.69 692.58 1207 1210 Match Existing Goss Slope 4 3l7 008 2.07% Match Ea'stitl{ 1300 ]i02 Ramp Ruining Slope f 4.49 0.29 6.47% OS%tot{% 1300 508+12.77 -2S.{D 692.90 1302 1303 Ramp Running Slope i 5.02 0.08 iSf% 0.5%b{.3% 1301 509+17.27 $OJO 693.25 1303 1304 LandnglTurrvng Space i 5.00 0.06 1Z0% 0.1%6o2A% 1302 506+1725 -25d5 693.19 1304 1303 Ramp Rurvting Slope f 15.09 -0.16 -1.06% OS%to 9.3% 1303 S08+22.27 -2S.{0 693.27 1301 1306 Ramp Runrvng Slope 6 5.00 0.09 1.60% OSX to 8.3% 1304 508+27.27 -25.90 693.33 3306 1307 LandmgJTuming Space 6 5.00 0.06 120% 0.3%]o2A% 1305 508W232 -24.64 693.17 1307 1309 Ramp Running Slope 6 15.W - -0.11 -0.73% OSXmt.3% 1306 508+22.27 -20.80 693.33 1301 1302 Ramp Goss Slope 6 5.05 -0.06 3.1!% 0.1%b 2.0% 1307 508+27.27 -20d90 693.39 1303 1301 1306 1307 Landng/Turrting Space Land"ng/Turning Space 6 6 SAO 5.00 0.06 0.06 320% 0.1%to 2.0% 110% 0.1%Bo 2.0% 13W 508*42.31 -20.85 IFfl3.28 1305 1306 Match Existing Cross Slope 4 3.79 0.11 2.90% Match EakY PA191037-000\Ob-Drawings\O6 -Plans\sOl.dwg 10/14/2021 6:39 PM � MILS\ W. BENTON S I I I I I I N I I I I I I I — 1602 I I 1603 O 12"W(C) 1-- 1 00+0c 1605 o I II II 1607 ,z"w(c) -- - 12"WCc) 12A 12"w(c) 12"w(c) I 1 1. SIDEWALKlTRAIL TOP OF CURB (TC) ELEVATIONS SHOWN ARE TOP OF 112"DROP CURB. REFER STANDARD ROAD PLAN PV-105 FOR DROP CURB AT SIDEWALKITRAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI-220 FOR DETECTABLE WARNING AND SIDEWALK/TRAIL RAMP PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF6"PCC SIDEWALK. NcwEER ETMS xnwN Br IOWA CITY, IOWA GTMS 0.Evisior+s $HEET NO 191037 II'%^� 1740 Lining- Lone, Suite 100 BENTON STREET REHABILITATION ACCESSIBILE cN aED BY OCTOBER 2021 North Liberty,— h I52317 building strong COmmUn11i2, 319-626-9090 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY S.04 BRB FIELDBOOK MCC L U R E' STP-U-3715)669)--70-52 NGINEERING CO. 91037-000\06-Drawings\06 - Plnns\SOI.dwg 10/14/2021 6:39 PM t'�-f C= _ N .,. ( �.JJ....:...-: p r t (li 4 T1 ENciHEER .-H.1 IOWACITY,IOWA TMS TMS 191037 cNEcxeo ar nEm soox H. OCTOBER 2021 BRB FIELDBOOK x�isioHs 1740 Lini er Lane, Suite 100 I'I% ny budding strong communities. mUnitleS. North Liberty, Ewa 52317 C Lib rty, to o M C L U R F ENGINEERING C,= BENTONSTREETREHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715)669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY s�EErNo S• 5 OL18.17 SIDEWALK COMPLIANCE Spencer Drive - See S Sheets ' Does not include curb 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation PCC Sidewalk Distance• a Ekt9atian Slope Acceptable Constructed Range Staking Required on this Quadrant? Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES ►!YE Station Offset P:\791037-0O0\O6-Drawin0!\00-PlarEs\501.Mq 10/14/20216:39 PM t-a n t^J �,..` R:,...... , V �t _i t' ZIi ENGINEER OMWN BY IOWA CITY, IOWA TMS TMS 191037 CHECBED BY REID soon NO. OCTOBER2021 BRB FIELDBOOK REVISIONS % 1740 Lininger Lone, Sage IGO building StrongcG:'v-1Gnl'I A.i North MCC L U R ETM 26-9090Liberty, Iowa 2317 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)••70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NO S.06 11} 10 0418-17 SIDEWALK COMPLIANCE Keswick Drive - See S Sheets • Does not include curb 1 Staking required by Contracting Authority per Article 251103 of the Standard Specifications 2 Refer to tabulation 113-0Iforbid quantities. Point to Point Sidewalk Designation _'PGC Sidewalk Distarue• AElevation 51 oDe Aaeptable Constructed Range Staking on this 0.RequiredSlope Quadrant? Measured Initials Remarks FOR INFORMATION ONLY: VALUES USEDTO DETERMINE DESIGN ED SLOPES Point Station Offset Elevation FT FT POs. Of Nei: I703 1702 Sidewalk Running Slope 1 1.11 0.1E 4.39% 0.5%to S.0% 1701 SI640S58 -24.38 699.76 1701 1716 Crosswalk Goss Slope -Meld Condition -- &53 0.12 L819G 0.0%to 20% 3702 516,OL14 -25.36 699.91 1702 1703 Ram Running 6 SOO 0.21 4.20M 0.4%t0 t3% 1703 415+96.4S -24.36 700.15 1702 1716 Ram Cross Slope 6 SOD •0.06 •120% 0.1%t02.0% 1701 516+0299 -36.2E 699.92 1703 1704 Sidewalk Running Slope l 1273 -0.23 -181% 0.5% to 5.096 1705 516+0298 -41ffi Ewes ITOE Undi umin S ace 6 S00 QOE L60K 0.1%to 2.076 1706 615199.1E -•1.ffi 64390 1703 1716 land umin S e 6 S00 -Q08 -160% 0.1%to 2.0% 1707 615H7.99 -36.28 700.00 1704 1704 Sidewalk Running Slope 1 SOD -0Slope .07 -L•O% 0.4%to 5.0% 1708 615+9144 -25.36 T00.23 1704 1707 ros Sidewalk Cs 1 SOD 0.08 L605%to % 0. 20% 17® 515+8644 •24.48 700.31 1706 1706 Match Existing Doss Slope / 38D 0.05 L32% Match Existing 1730 515.8G14 -20.56 700.28 1706 1707 Sidewalk Running Slope / SH Q30 1.95% 0.6%ta 6.0% 1711 615t91t6 -20,36 70415 1707 1708 Sidewalk Running Slope / 1273 0.23 L81% 0.5%to 5.0% 1712 S15ML46 -17.52 7D0.04 1708 1709 Sidewalk Running Slope / SOE 0.08 1.57% 0.4%t0 5.0% 1713 415r9115 -16.52 T00.04 1708 1711 tandi umin S 6 S00 -QOB •160% 0.1%t02.0% 17H 635H616 -17.51 699.% 1709 1710 Match Existing Goss Slope / 391 -Q03 -0.77% Match Existing 1715 515+9GK -20.36 700.07 1710 1711 Sidewalk Rune Slope / S00 -0.13 •260% 0.6%to S.O% 1716 516MLI5 -20.36 69A88 1711 1732 rY Runn 6 265 -0.10 -351% 0.5%to t3% 1711 1714 land) umin are 6 S00 -0.06 -160% 0.1%to 2.0% 1712 1733 Sidewalk Runts Slope ! 1.OD -Q01 -L00% 0.6%ta S.0% 1712 1711 Remo Crossoas 6 SOD -0.09 -180% 0.3%to 2.0% 1713 1714 Gosswalk Goss Slope - No Yield Carditian -• S12 -0.06 -156% 0.0%to 4.0% 17H 17I4 RWV Running Slope 6 285 0Ramp .11 3.86% 0.5%to t3% 1716 1716 Running 6 S00 -0.19 •i0% E4%tot3% Q 1750 1751 Running 6 S00 0.30 t00% QS%to t3% 3750 414+91M M.90 700.14 1750 1766 Crosswalkosswalk Gross Slope - No YntlA Condiition SSAD0.01 0.80% 0.0%to S.O% 1761 SISNILM 21.97 700.74 3761 1752 Sidewalk Running Slope 4 1237 0.37 299% 0.6%to 6.0% 1752 615MlLM 34.29 70131 1751 1754 Ramp Cron Slope 6 !Loll!Loll0.08 L60% 0.1%to 2.0% 1753 SiSM6.M H.ffi 70115 P:\191037-000\06-Drawings\06 -Plans\SOl.dwg 10/14/2021 6:39 PM NORTH NORTH 0 5 10 20 0 5 10 zD I GRAPHIC SCALE I m GRAPHIC SCALE ig FL: 695.33' o 00+z5 / + a cD I / I w \ rz••W�c 2106 2105 . I + OHE(B) • ° OHE(B) OHE(B) OHE(B) - OHE(83' C� E(B) 2107 2100 0+L9 v—ORE(B) v ORE(Br " r s ,� rz 2205 2204rn I �L —1r 2108 121, 2103 2206 2203 qse C. ++- Z/, Is 2109)—/ /I IV- 2102 2307 2306 f J 2110 I ' 2101 r'w(c) 12^W(c) 2207 2202 � CA) I I I I 2305 Lp I I I e 2208 2201 1 2308 — OHE OHE(B) — — L1HE(8.� — — — — -0ME(8)- 2309 G o1 2304 0HE(9 to L — — — 2209 2211 — W. BEN ON ST I 2301 I I 2210 2302 I — 12"W(C) 72"N(C) 12"W(C) 12"W(C) 12"N(C) 12"W(C) 12"W(B) 4 12"W(B) I I 2011 2012 I I 2010 W. BE NTO N ST 1903 1902 2013 m I 1 1901 O 2014 2009 — — — — — — — — — I — 2008 It — — — — o 1905 2001 1909 1906 2002 2007 1908 2006 1907 2003 00+15 + I 9� 2004 2005 D 1 D 00+09 I� G C9 W I" LEGEND: GENERAL SIDEWALK NOTES ❑1. TOP OF CURB ITC) ELEVATIONS SHOWN ARE SIDEWALKrTRAIL TOP OF 112" DROP CURB. REFER STANDARD ROAD PLAN PV-105 FOR DROP CURB AT SIDEWALK/TRAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI.220 I FOR DETECTABLE WARNING AND SIDEWALKRRAIL RAMP PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. 91GINH:R DMA BY REVISIONS IOWA CITY, IOWA � ! SHEET No. TMS TMS I'I' 191037 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION ACCESSIBILE -K—Br NEIDBOOKNo. building strong communities. North Liberty, Iowa 52317 CITY OF IOWA CITY °nOBER2D2, MC C L U R E . 9 9 319-626-9090 MORMON TREK TO GREENWOOD DR RAMP DETAILS S.07 BRB FIELOBOOK STP-U-3715)669)--70-52 131vW u n—IngS\ - r1—N-1. 9 1 D/ 14/LOL I O y r _ P-J R l� U1 ENGINEER Dx-N BY IOWA CITY, IOWA TMS TMS 191037 CHECKED Br Nun BOOR NO. OCTOBER 2021 BRB FIELDBOOK xEisioNs 1740 Lininger Lane, Suite 100 IIIi MCC L U R E:. building Strong - NorthLiberty, Iowa 319- 26-90902317 ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-37151669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NO S.08 - - - 113-30 Oh1617 SIDEWALK COMPLIANCE leg Drive - See S Sheets ' Does not include curb 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications Refer to 113-01 for bid quantities. Pant to Point Sidewalk Designation PCC Sid -Ill, 2 Distance- Elevation SWAcceptable Constructed Rarye Stakats RegRired on this 1 Measured slope % Inkuls Remxks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pus. or N 1901 1902 Ramp Running Slope 6 SAO 0.10 2.0096 0.5%to 8.3% 1901 517+98.98 33.60 703.38 1901 1908 Ramp Goss Slope i SAD 0.09 1.809G 0.1%to 2.0% 1902 517+93.98 33.FA 703.48 1901 1909 Crosswalk Goss Sbpe - Yield Conditon - 5.13 0.08 156% 0.0%to 2.0% 1903 517+88.98 33.60 703.10 1902 1903 Larding/Turning Space i 5.00 -0.08 -1.60;6 0.1%to 2.0% 1904 517+83.98 33.63 703.32 1902 1907 1903 1904 7903 1906 1904 1905 1905 1906 1906 1907 1907 1908 1908 1909 2001 2002 2001 2016 2002 2003 2002 2014 2003 2004 2003 2006 2003 2013 2001 2005 2005 2006 2006 2007 2006 2009 21707 2008 Landinq/Tuming Space Sidewalk Running Slope Landinq(Tuming Space Match Existing Goss Slope Sidewalk Running Slope Landinq/Tuming Space Ramp Running Slope Sidewalk Running Slope Sidewalk Running Slope Crosswalk Cross Slope - Yield Condition Ramp Running Slope Ramp Cross Slope Ramp Running Slope Landing/Tuming Space Landinq/Tuming Space Match Existing Goss Slope Ramp Running Slope Ramp Running Slope Landing/Tuming Space Match Existing truss Slope i { f ♦ ♦ 6 6 ♦ ♦ ---- 6 6 6 6 6 ! 6 6 6 ! 5.00 5.00 5.00 3.89 5.12 � 5.00 5.00 1.11 1.11 5.13 7.99 5.00 15.00 5.00 5.00 3.67 15.00 15A0 5.00 3.97 0.� -0.Oi DIN -0.01 0.20 OAi -0.09 -0.01 0.05 0.11 0.61 0.06 1.22 0.08 -0.08 0.09 -1.23 1.65 -0.08 -0.D7 1.60% 0.1%to 2.0% -1.60% 0.5%to 5.096 1.60% 0.1%to 2.0% -1.03% Match Existing 3.91% 0.5%to 5.096 1.1.60% 0.1%to 2.0% -190% 0.5%to 8.3% -0.90°,6 0.5%to S.0% 1.50°k 0.5%to 5.0% 2.14% O.D%to 2.0% 6.01% 0.5%to 8.3% 1.20% 0.1%to 2.096 8.13% 0.5%to 8.3% 1.60'% 0.1%to 2.0% -1.60°.b 0.1%to 2.0% 2.33% Match Existing -{.20'ro 0.5%to 8.3% 11.0096 0.5%[08.3% •1.60% 0.1%[02.0% •1.76% Match Existing 1905 1906 1907 1908 1909 2001 2002 2003 2004 2005 2006 2007 2008 2009 2030 2011 2012 517+83.98 37.52 703.28 517+88.98 38.60 703.48 517+93.98 38.60 703.56 517.98.98 38.60 703.47 518+00.09 38.60 703.46 518+36.93 38.61 703.98 518+38.04 38.61 704.03 518+46.03 38.61 704.67 518-46.46 53.40 706.89 518+50.28 53.59 705.98 518+51.03 38.61 704.75 538+66.00 39.57 706.40 518+66.25 35.66 706.33 518+51.05 33.61 704.67 518+51.09 22.04 71M.71 518+51.10 18.89 704.86 518+46.W 22.02 704.62 2008 2009 Ramp Running Slope 6 IS.00 -1.66 •11.07% 0.5%to 8.3% 2013 518+I6.05 33.61 701.69 2009 2010 Ramp Running Slope i 11.57 0.01 0.35% 0.5%to 8.3% 2014 518+38.04 33.61 704.09 2009 2013 LandiTuming Spa ng/ Space i 00 5..Oi -0 -1.60% 01ro %2.0% 2030 2011 Sidewalk Running Slope 4 3.13 0.15 4.79% O.S%to 5.0% 2010 2012 Sidewalk truss Slope ! 5.00 -0.09 -1.80% 0.5%ro2.0% 2011 2012 Cr-walkCr-walkCross Slope- No Yield Conon - S.Ri 0.21 J.118% 0.0%to S.O% 2012 2013 Ramp Running Slope i 11.57 -0.03 -0.26% 0.5%to D.3% 2013 2011 m Rap Runn Slope i too -0.SO -6.26% D.S%rog.3% 2101 21112 Ramp Runn' Sbpe 6 4.72 0.21 1.15% B.S%to {.3% 2301 538+53.23 -I6.50 704.99 2101 2110 o Crssra\ Cross Slope - No Yield Condition 5.00 -0.21 J.20% 0.0%ro 6.0K 2302 618+51.21 -21.17 705.20 mlr lvar-uwwo-urawmgswo- rlanspul.awg luilaituu o:w I'm • ^.e C CD C> � 'tea �+ .., ,•' �} C Y' 4.J C i'1 ENGINEER oTMS IOW 19103IOWA TMS TMS 191ER 2 cHBRB Rr IELDBOO. OCTOBER 2021 BRB FIELDBOOK i Ns 1740 Linin ar Lane, Suite 100 I'I% g North liberty, Iowa 52317 bUlldll'[g 51t'Ofly cOnlm.unrtieS. 319-626-9090 MCC L U R E BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715I669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NO S.O9 113-10 04-18-17 SIDEWALK COMPLIANCE Westgate Street - See S Sheets Dces not include curb 1 Staking required by Contracting Au[horiry per Article 751103 of the Standard Specifications 2 Refer to tabulation 113-01 for bid quantities. Point to Pant Sidewalk Designation PCC Sidewalk 2 Distance* .1 Elevation Slope Acceptable Constructed Range Staking required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Po- or Ne % 2201 2202 Landin umin 6 S82 •0.06 -L03x 0.1% to LOx 2701 512+3g.95 -25.27 J2Q60 2203 2211 landing/Tuming Spas 6 L70 -0.15 -L95x 0.1%to LO% 2202 521+3313 -2527 72(L54 2202 2203 Ram Running Slope 6 12.35 a73 S91% 0.5%to 8.3% 2203 521+35.01 -37.17 72127 2202 2207 landin umin Spam 6 S00 0.07 LID% 0.1% to LOx 220/ 521+3/.93 -4217 721/7 2202 2211 landin umin Space 6 SOD -409 -1.80% 0.1%ro2.0% 2205 521431.11 -IL18 7213R 2203 2200 Sidewalk Runnin Slo 4 SOD 0.20 4.00x 0.5% to 5.0% 2206 521+30.01 -37.18 72133 2203 2206 Sidewalk Goss Slope 1 Sm ao6 L2D96 0.4%to 2.0% 2207 521a2A13 -2527 72a61 2204 221E Match Existing Goss Slope 1 iR3 -0.09Nlatdl Existing 2208 521+23.13 -24.29 72Q37 2205 2206 Sidewalk Runnin Slo 1 S12 -a05 -0.98x 0.5% to SO% 2309 521+2313 -20.56 72a30 2206 2207 Sidewalk Runnin Slo / 12.35 -O.n -5.83% 0.5%tc 5.0% 2210 521+28.13 -2Q27 720.53 2207 2208 Sidewalk Runnin Slope 4 SY1 •0.24 -4.71% 0.5% to 5.0% 2211 521+33.13 -ZQ27 72Q45 2207 2210 landin umin S 6 S00 -0.0R -1.605 0.1%to 2.Ox 2208 2209 Match Existing Cross Slope 1 3J3 -0.07 •1.88% Matdl Exlstln 2209 2210 Sidewalk Running Slope 1 SOD 0.23 ♦6056 0.5%to SOx 2230 n11 landin umin S 6 Sm -QO8 -L60% 0.1%to 2.0K 2301 2309 landin umin S 6 7.9 -0.14 -l.b176 0.1%to 2.OR. 2301 S21492.M -2QQ )2356 2301 2309 landin umin 6 S00 -0.06 -L2016 0.1%to LOx 2302 521+97.N -2Q17 )23b0 2302 230S landin umin Sparc 6 S00 -0.05 -1.00f6 0.1%to 2.0x 2303 522a13.16 -M63 72571 2301 2302 Landing(TumingSpace 6 SOD Q01 a80l6 0.1%to 2.0% 23D/ 522a13.13 -21.t7 72SR2 2309 2308 landin umin Space 6 S67 QOg LIl% al%to LOx 231E 521+97.It -2517 72355 2308 230.5 landin umin S 6 Sm QOS LOD% 0.1%ta 20% 2306 521a9195 -3330 72331 2303 2301 Match Existing Goss Slope 4 385 all 2lB9f Matdl Existing 2307 521+9101 -3321 J2310 2302 2303 Ramp Runnin Slope 6 15.73 211 13./I% QS%to 8.3% 2308 521+92.M -2547 72350 2305 2304 RWV Running Slope 6 15.73 227 1/./3% 0.5%to&3x 2309 521+86.77 -2517 72312 23D7 2306 Match Existing cross slope 1 391 all 2RI% Match Edson 2303 2307 Rarnp Running Slope 6 7.89 -a3D -3.R[R6 0.5%to 8.3x 2305 2306 Running Slope 6 6.Y2 -QN -292x 0.5%to 8.3% Y:\IYIU37-U00\06-Drawings\06-Plans\SOl.dwg 10/14/20216:40 PM „o����n���ao��� uuuuuuiquu NORTH 0 5 10 20 GRAPHIC SCALE I I I 23004 23005 23007 ...._.. I .e) 23009 . e ......... o0 --23013 E(H).__OHE.OHE(B)— ON B) OHE(B)— E 23012 I 23006 M B 23002 - -- 23003 _ 23000 I I 23001 _ ,a.wte) u'�sSel — 1z"w(c) -- - - - •z•'w(c) 12'w(c) I � 12"w(c) I I � I I , I 1 II T �IIIIIIIIIIIIII�U� �quq�u�uuu� � 11 NORTH 0 5 10 20 o W I GRAPHIC SCALE 0. �L + 2617 2616 t 2613 2612 1 2708 2707 2606 I 2709 0 0 2611 2604 2700 2706 E I o 2705 ra 2615 �HEe�----- aHE(Lq----�ee(a -- N 04 DHE(B} 2602 2710 ..,., a --------------- 2614 2603 2701 2711 D C r ., 2605 - 2702 2703 2610 z” (c) 17 *K11 2609 ' "K I 2608 2607 I I o Z 0 00+08 Il / W ' I I o I LEGEND: GENERAL SIDEWALK NOTES TOP OF CURB ITC) ELEVATIONS SHOWN ARE ❑1. SIDEWALK/TRAIL TOP OF 112" DROP CURB. REFER STANDARD ❑ SIDEWALKITRAIL LANDING ROAD PLAN PV-105 FOR DROP CURB AT SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI.220 SIDEWALKRRAIL RAMP FOR DETECTABLE WARNING AND PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF6"PCC SIDEWALK. ENGINEER oTMS IOwA CITY, IOwA ioN SHEET NO TMS TMS 191037 . nao coin eE Lane, soils l o0 g BENTON STREET REHABILITATION ACCESSIBILE <HECREo er HE. —No. OCTOBER2021 North Liberty, Iowa 52317 C building strong com,nonities. 319-626-9090 M C L U R E" MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY c S. 10 BRB FIELDBOOK STP-U-3715(669)--70-52 037-000\06-1)rawings\06 - Plans\SO1.dwg 10/14/2021 6:40 PM . 113-10 oa-1s17 SIDEWALK COMPLIANCE - - Es Von Street - See SSheets Does not Include curb - -R2 1 Staking required by Contracting Authority perArticle 251L03 ofthe Standard Specifications Refertotabulation 113-01 forbid quantities. - Point to Point - Sidewalk Designation - "PCC Sidewalk Distance• AElevation Slope Acceptable constructed Range .. Staking Required on this Quadrant? Measured Slope Initials Remarks - ' FOR INFORMATION ONLY: VALUES LISEDTO DETERMINE DESIGNEDSLOPES Point Station Offset Elevation 2 FT Fr % - Pos. or Neg. 1 % 2400 2401 Crosswalk Cross Slope -Yield Condition 5.07 0.04 0.7916 0.®,6 to 2.0% 2400 526+5&60 - 32.98 753.00 2401 526+58.71 .'38.06 753.04 2402 2403 Ramp Cross Slope 5 &Do 0.08 L601A 0.1%to 2011A 2402 526+4436 33.00 75234 2402 2404 Ramp Running Sloe 6 4.94 0.24' 4.86% 0.5%to 8.3% 2403 " 52fi+44.71 38.00 75242 2403 2405 Ramp Running Sloe 6 5.28 a-23 4.361A 0.5%to 8.3% - - 2404 - 1 526439.43 33.00 752.58 2404 24DS Landing/Tuming Space 6 S00 'O.D7 L40% 0.1%to 70% 2405 526439.43 3&00 752.65 2404. 2406 Landing/TurningLanding/Turning Spam 6 Roo 0.07 L401A Ql%to ZO% 2406 526#34.43 33.00 752.65 2404 2408 Raimp Running Slope 6 - IQ00 -0.81 -8.10A QS%to 8.3% - 2407 525+34.43 38.00 752.72 " 2405 2407 Landing/Turning Space 6 SOD 0.07 1.40% 0.1%to 2.0% 2408 526+39.43 .23.00 75L77 2405 2411 Ramp Running Slope 4 n00 1.23 8.20,E Q5%to 8.3% 2409 526+34.43 29.04 7SL70 2406 2407 Landing/Tuming Space 6 S00 0.07 L401A 0.1%to 20'h : 2410 526+34.43 2100 75L84 2406 2410 Ramp Running Slope- 6 10.00 -0.81. -&10% Q5%to113% 2411. 526441M 52-96 753.88 2406 2413 Sidewalk Running Sloe 4 SOD 0.20 4.00-A Q5%to SO% 2412. 526+36.52 53.06 753.95 2407 2412 - Ramp Running Slope 4 1100 1.23 1120% QS%to 8.3% - 2413 526+24.43 33.00 75285 207 2414 Sidewalk Runnin Sloe 4 100 0.20 4.00A . 0.5%to SO% 2414 526+24.43 . 3&00 752.92 2408 2409 Ramp Cross Slope 6 6.38 -0.07 -L1P% Q1%togas 2415 526+4L63 57.96 754,06 2408 2410 Ramp Cross Slope 6 SOD Q07 L40% 0.1%to 2.0% 2416 526+37.86 58.04 75&19 2409 2410 Ramp Running Slope 4 400 0.14- 3.50A QS%t0&3% - 2417. 526+19.43 33.25 752.91 2411 2412 Rarrip Goss Slope - 4 S00 '0.07 1.40% a1%to 20% 2413 526+19.43 37.08 753.01 2411 2415 Sidewalk Running Sloe 4 S0D Q18 3.601A Q5%to S M 2412 2416 Sidewalk Running Sloe 4 5.00 0.24 4.8UX 0.5%to 5.0% - 2413 - 2414 Ramp Gross Slope 4 5.00 0.07 1.40%. Q1%to 2.0% 2500 526+73.00 3299 753.39 2413 2417 Sidewalk Running Slope 4 SOD 0.06 L2(FA Q5%to SOX 25M 526472.71 137.99 753.46 2414 2418 Sidewalk. Running Sloe 4 5.00 0.09 1.80% QS%to 5.0% 2502 526+7&00 ' 3299 753.60 2415 2416 Match Existing Cross Slope 4 3.77 0.13. 3AS% Match Existing. 2503 526+78.0D 37.99 753.85 2417 2418 Match Existing Cross Sloe 4 3.85 .0.10 26a% Match Existing 2504 526+810D 32.99 753.85 . - - 2505 526+83.00 37.99 753.90 2500 2501 Ramp Gross Sloe 6 5.02 0.07 L39% 0.1%to 201A 2506 527+05.60 35.77 755.04 2502 2SO3 LaridinglTunning Space 6 5.00 0.05 LOVDA 111%to 20% 2507 527405.51 39.61 756.94 25M 25DS LandinVTuming Space 6 5.00 0.05 LOW 0.1%to 2.0% _ 2508 526479.02 -.47.73 754.22 25W 2502 Ramp Running Slope 6 S.00 0.41 8.20X Q5%to8.3% 25M 5264SZ92 47.79 754.34 ZSD2 25M Landinq/Nming Space 6 S.OD 0.05 LOOX Ql%to Z.OX ' 2501 2503 Ramp Running Slope 6 5.28 0.39 7.39% QS%to&3% 23000 526434.43 -16.50 75L66 2503 2505 LarvdinWurning Space 6 5.00 0.65 LOOX 0.1%to 20% 23OD1 526+39.43 -1&SO 75L71 2506 2507 Match Existing Cross Sloe 4 3.84 --0-10 -2-60% Match Existing - 23002 526+34.43 -20.50 751.76 2504 25M Sidewalk Running Slope 4 2278 L19 5.221A Q5%to S0% 230M 526+39.43 -2Q50 75L81 Z505 25D7 Sidewalk Running Slope 4 2257 L04 4.61% 0.5%t0506 - 23004 526434.43 -2150 75L81 2508 2509 Match Existing Cross Slope 4 - 19D 0.12 3.08% - Match Existine 73WS 526+39.43 -25SO 751.86 2503 2508 Sidewalk Running Sloe 4 9.79 0.37 3.78% QS%to SD% - 23006 526+29.43 -2Q58 75L41 2505 2509 Sidewalk Running Sloe 4 9.80 : 0.": 4.4%6 0.546 to SO% - - 23007 - 526+29.43 -2419 751.46 23W8 SW*"43 -2Q50 752.16 23000 23001 Ramp Crass Slope 5 5.00 0.05 1.00% 0.1%to206 23009 526444.43 -25.50 7S2.21 230M 23002 Running Slope 6 4.00 0.10 250% 0.5%to8.3% 23010 526449.43 -2Q66 75235 230M 23OD3 -Ramp Ramp Running Slope 5 4.00 0.10 2.50% - Q5%to&3% - 23MI 525-49.43 .-24.04 752.41 -23002 23003 Landing/Tunrtirg Spam 6 5.00 0.05 LOW 0.1%to 201A 23012 525424.43 -2456 75L22 230M 23004 Landing/Turving Space 6 5.00 0.05 L0o% 0.1%to 20% 23013 526+24.43 -24.23 75L28 23002 23005 Ramp Running Slope 4 S00 -0.35 -7.00% QS%to8.3% - 230M 23OD5 Landing/Turving Space 6 5.00 "0.05 L00% 0.1%to 2.0% 23003 23008 Ramp Running Slope 4 5.00 .0.35 7.011A Q5%to&3% 23004 23005 Landing/Turving Space 6 5.00 0.05 LOW 0.1%to ZO% .23004' 23007 Ramp Running Slope 4 S00 4135 -7.00%- 0.5%to&3% - .23OD5 23009 Ramp Running Slope 4 5.00 0.35 7.00%. 0.5%t08.3% 23006 23007 Ramp Goss Slope 4 5.00 0.05 LOW - Q1%to 20% 230M 23D12 Sidewalk Running Slope 4 Soo -0.19 -3.90% 0.5%to 5.0% . 23DD7 23013 Sidewalk Running Sloe 4 SOD -0.18 -3.6(PA 0.5%to SM - 230M 23009 Ram Cmss Slope 4 S00 0.05 1-00% 0.1%to 20% 230M 23010 Sidewalk RunningSlope 4 SOD 0.19 3-80X Q5%to SOX 23OM: 23011 Sidewalk Running Slope 4 S00 0.20 4.0P%- =Q5%to SO% 23010 23011 Match Existing Goss Slope 4 3.37 0.06 L78% Match Existing 23012 23013 Match Existing Cross Sloe 4 3.67 0.06 L63'X Match Existin ENa1S oMWN IOWACRY;IOWA REVISIONS TMS TMS TMS 791037 - 1740 Unin er Lane, Suite 100 I"% g BENTONSTREET REHABILITATION ACCESSIBILE CMECUDU fl OBOOK NO. OCiO1037BER 1building strop Communities. North Liberty, MSC L U RE' 9 9 ib 426-90902317 MORMON TREK 5( GREENWOOD DR RAMP DETAILS BRB FIELDBOOK STP-U-3715 (669)--70-52 TABULATIONS ENGINEERING CO. lu\vo-urovnngs\uo-rians\SUI.awg lU/14/ZUZI 6:40 PM t a t Wt [_! w t s 4M... A q a .• Ui EncwEEs DnnwH By IOWA CITY, IOWA TMS TMS 191037 CHECKED BY nuo BOOK Ho. OCTOBER 2021 BRB FIELDBOOK Keneions ' 9er 1740 Linin Lane, Suiie 10o building strong 'limuniYIes. North Liberty, Iowa 52317 MCC L U R E~ 319-626-9090 ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR 5TP-U-37151669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY weer Ho S.1 2 ll} SO OL-38-17 SIDEWALK COMPLIANCE Emerald Street - See S Sheets Does not include curb 1 Staking required by Contracting Authority per Article 2511.03 of the Standard SpedOotions 2 Refer to tabu6tion 113-01 for bid quantities. Point to Point Sidewalk Designation PCC Sidewalk 2 Distance* AElevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT X Pos. or Ne % 2600 2601 Crosswalk Cross Slope -Veld Condition iW -0.ri -200% 0.0%to 2.P.6 2600 527+86.14 -20.62 75G09 2601 527+86.06 -25.52 75599 2602 2W3 Landin ace 6 8.19 -0.0E -Q 98X 0.1%[02.0% _ 2602 527+61.66 -25.50 75570 2603 2fA4 Landing/Tuming Space G 5.00 0.09 L80X 0.1%to 2.0% 2603 26D4 527+SS20 527+55.20 -2Q 50 -25.50 755.62 75571 2605 2606 Landin n Sam 6 S00 0.06 1.2P.G Ql%[o LO% _ 2602 2604 Landin umin S ace 6 G46 QOl Q35% 0.1%to 2.0% 2606 527+50,20 -2Q 50 755.68 2604 2606 Lan ding/Tuming Space 6 SW Q03 0.60X 0.1%to20k 2fA6 52N50.20 -25.50 75574 2603 2605 Landin umin am 6 SW 0.06 7.20% Ql%[o 2.0% 2607 527+IS20 -1691 75548 2W7 2608 Ram Goss Sloe 6 S17 0.07 1.35% QI%MZO1k 260E 527+50.20 -18.20 75555 260E 2609 Ram Goss Sloe 6 SAO -OOS -LW% 0.1%to LNk 2609 527NS20 -1E.20 75550 2605 2610 Ram Goss Sloe 6 SW -0.05 •L00% Ql%to LO% 2610 527+45.20 -2(150 75563 2fi0I 2W9 Ram Runnin Slo 6 129 0.02 1.55X QS%to 8.3% 2671 527+45.20 -25.50 75571 2609 2610 Ram Runnin Sloe 6 L30 0.13 5.65% 0.5%to 8.3% 2612 527+58.60 -39.01 75505 2608 2W5 Ram Runnin Sloe 6 230 0.13 S65% 0.5%to 8.3% 2613 527+53.60 -38.94 75533 2606 2611 landin 'Tumin 6 SW -0.03 -0.60% Ql%to LO% 2614 527+4Q20 -20.45 75558 2610 2611 Landing/Tuming Spam 6 SW QOB 1.fi09G 0.1%to LP.6 2615 527+40.20 -24.38 76566 2612 2613 Ram Goss Sloe 6 SW 0.W 1.6P.6 QS%to 2.0% 2616 527+5E.57 -44.01 754.99 2604 2612 Ram Running Sloe G 13.94 -0.66 -4.73% 0.5%to 8.3'.6 2617 527+54.79 -43.96 754.96 2606 2613 Ramp Running Slope 6 13.E6 -0.61 -l40% 0.576 to 8.3% 2614 2615 Match Existing Cross Sloe 1 3.92 0.08 2.04X Match Existin 2700 528+09.54 -29.23 756.09 2630 2614 Sidewalk Running Sloe ! SW -0.05 -1.00% 0.9%to SO% 2701 528+12.70 -20.54 75b28 2611 2615 Sidewalk liunnin Sloe ! S12 -0.05 -Q9E% 0.5%to 5.046 2702 528+17.70 -2Q47 75G33 2616 2617 Match Existing Cmss Sloe 4 378 -0.03 -0.79% IWtch Existing 2703 528+23.46 -20.38 75650 2612 2616 Sidewalk Runnin Sloe 1 S00 -0.06 -1.20% 0.9%to SO% 2704 528+23.51 -24.38 75651 2613 2617 Sidewalk Runnin Sloe 4 S16 -Q 17 -129% 0.5%to 5.0% 2705 528+17.75 -24.47 75G37 2706 528+19.45 -29.41 756,26 27W 2R71 Landing/Turning am 6 12.04 Q19 1.59% Ql%to LO% 27t17 528+19.36 -36.86 75584 2701 27179 landin umin S as 6 8.86 -0.12 -1.35% 0.1%to LO% 2708 528+11.40 -3677 75587 2702 2705 landin umin am 6 4.W Q04 L00X 0.1% to 2.P,6 2709 528+1L49 -29.32 7515.16 2705 2706 landin n S ace { i92 -0.11 -1.E6% Ql%to 2.0% 2710 Sibt2751 -24.33 75fi66 27W 2709 _ landing/Tuming Space 6 692 0.07 LO1% Q1%to LO% 2711 52N27.56 -2Q37 75GG2 27W 2702 Landin umin are { SW QOS LOOJG Ql%to Z01k 2703 2706 landin umin ace i 7.96 0.10 L26X 0.1%to 2.01E 28000 527MS20 16.50 75581 2703 2704 _ Ramp Goss Slope i 4.W 0.04 lOWi Ql%to Z016 28001 527.5Q20 16.50 75592 2702 2703 Ram Runnin Sloe f S76 Q17 L9S% 0.5%to E.3% 28002 527+45.20 35.00 75G93 2705 2704 Ramp Running Slope 6 S76 0.17 295% 0.58k to 8.3% 28003 527+5Q20 35.W 757.W 2708 2707 Match Existin Cmss Slope 6 796 -Q03 -0.38% Match Existing 28006 527+45.20 40.W 757.01 2709 270E Ram Running Sloe 6 7.45 -Q 29 -3.E97f QSX to 8.3% 28005 527+SQ20 40.00 757.08 2706 27f17 Ramp Running Slope 6 7.45 -Q42 -S647k 0.596 to 8.376 28006 527+30.20 35.93 75i58 2711 2710 Match Fxiztin Cross Slope 4 394 0.04 1.02% Match Faison 28007 527+30.20 39,Si 75i72 2703 2711 Sidewalk Running Sloe _ 4 4.10 0.12 2.93°,6 O. S.6 to S0% 2800E 527-66,20 35.E2 75E.35 2701 2730 Sidewalk Running Sloe 4 400 0.12 3.0096 0.5%to 5.0% 2E009 527+6.20 39.E2 75E.13 280W 28001 Ram Goss Slope 6 S00 Qll 2.20% 0.1%[o LO% 280� 28003 landin umin 5 am 6 S00 Q07 1.40X 0.1%[o LOK 28004 28305 landin umin Space 6 SW 0.07 1.40% 0.1%to LO% 2800D 28002 Pam Runnin Slo 6 7E.50 1.12 fi05% 0.5%to 8.3% 2EOD1 28003 Ramp Runnin Slope 6 ]E.SO 1.0E 6.84% QS%to 8.396 2a0D2 2E006 Landin umin ce 6 SW 0.0E l.fi076 0.1%to LO% 2E003 28005 Landin umin 6 SW 0.0E 1.60% 0.1%to 2.P,k 28006 28007 Match Existing Cross Slope 6 SW 0.14 3.89°.6 Match Existing 28000 28006 Ram Runnin Slo 6 IS.03 -1.35 -8.98% 0.5%to 8.3% 28004 28007 Ram Runnin Slo 6 15.01 -L 29 -8.59°.6 0.5,6 [08.3% 28008 28309 Match Existing Goss Slope 6 IW QOE 2.OP,6 Match Fxistin 28003 28008 Ram RunningSlo e 6 15.02 1.36 8.99% 0.5%to 8.376 ZW06 280D9 Ramp Running Slope 6 15.00 135 9.OP� 0.5%[o 8.3% P�\191037-000\06-Drawings\Ob -Plans\801.dwg 10/14/2021 6:40 PM I 0 - 0 OHE(0i 0 OHE(B) OHE(B) _---.-�-- ---'' 12 12'Yw(0) GRAPHIC SCALE O 0 0 0 1 / 3005 30pg 0,00/ GRAPHIC SCALE / Y i LEGEND: GENERAL SIDEWALK NOTES 1. TOP OF CURB ITC) ELEVATIONS SHOWN ARE ❑ SIDEWALICTRAIL TOP OF 112"DROP CURB. REFER STANDARD ❑ ROAD PLAN PV-105 FOR DROP CURB AT SIDEWALK/TRAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI-220 FOR DETECTABLE WARNING AND E] SMEWALKRRAIL RAMP PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE k CONSTRUCTED OF 6" PCC SIDEWALK. DMVM RT OWA CITY, IOWA REVISIONS SHEET HO TMS 1910371740LiningerLane,Suite100 BENTONSTREETREHABILITATION ACCESSIBILE NE D ROOR "°OCTOBER 2021 building strong COMMLin1TIBS. North Liberty, Iowa 52317MORMON M�CLURE "' 319-626-9090 TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY S.13 FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING CO. \i>iv�r-vvv\vo-urawingswo-nons��ul.awq IV/I4/LU2I 0AUYM F^ i r...y y 6 } _ 4 ENGINEER D-HBY IOWACITY,IOWA TMS TMS 191037 CHECKED BY HELD BOOK Ho. OCTOBER 2021 BRB FIELDBOOK Revisions �11 - 1740 Lining -Lane, Suee 10o _ building strong Communities. North Liberty, I9090owa 2317 M� C L U R E" ENGINEERING Co. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OFIOWA CITY s EET S.14 113-10 041&17 SIDEWALK COMPLIANCE Denbigh Drive - See S Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications Refer to tabulation 113-01 for hid quantities. Point to Point Sidewalk Designation "PCC Sidewalk 2 Distance• .4 Elevaton slope Acceptable Constructed Range Staking Required mthis Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USEDTO DETERMINE DESIGNED SLOPES Point Station offset Elevation FT FT % Pos. or Ne. % 2801 2802 Ramp Running Slope i 8.93 0.05 0.56% OS%to R3% 2801 529r50.23 3L71 759.49 2801 2814 Ramp Cross Slope f 5.00 0.09 1.80% 0.1%to 2.0% 2802 52N41.91 31.71 759.54 2H01 28D2 2815 2803 Crosswak Cross Sbpe - Yield Condition Landing/Turning Spam i i 5.05 5.00 0.08 1.58% 0.01 0.209k 0.0%ta 2.0% 0.1%to LO% 2803 2804 529.37.26 529.23.29 34.72 759.55 34.67 759.64 2802 2813 Landin /Turning Space f 5.00 0.09 1.80% Ql%tD 2.0% 2805 529t18.67 35.83 759.65 2803 2804 Sidewalk Running Slope 4 15.00 0.09 D.60% OS%to SO% 2806 529a18.82 39.76 759.76 2803 2808 Landin umin Space f 5.00 0.09 1.80% 0.1%to 2.0% 2807 529E23.43 39.67 759.72 2801 2804 2805 2807 Sidewalk Running Slope Sidewalk Cross Slope 4 { 5.10 5.00 0.01 0.20% 0.08 1.60% 0.5%to 5.0% OS%to LO% 2808 2809 529437.26 529-36.42 3971.00 759.64 54.33 761.05 2806 2806 Match Existing Cross Slope { 3.93 0.11 2.80% Match Existing 2810 529E37.11 59.39 761.38 2806 2807 Sidewalk Running Sbpe 4 5.00 -0.O{ -0.80% OS%to 5,0% 2811 529-40.58 59.65 761.45 2807 2808 Sidewalk Running Slope 1 16.00 -0.08 -0.63% 0.5%to 540% 2812 529+40.87 54.66 760.99 2H08 280H 2809 2813 Ramp Running Slope landing/turning Space { i 15.00 5.00 1.41 9.40% -0.01 -0.20% 0.5%to 8.3% 0.1%to 2.0% 2813 2814 529.41.92 529.60.20 39.71 759.63 39.70 759.58 2H03 2810 Sidewalk Running Slope { 5.12 0.33 6.45% 0.5%to S.O% 2835 524r50.93 39.71 759.57 28D9 2612 Sidewalk Cross Slope 4 S.W -0.06 -1.20% OS%to 2.0% 2810 2811 Mrtch Existing Cross Slope 1 3.93 0.07 1.78% Match Existing 2831 2H72 2612 2813 Sidewalk Running Slope Ramp Running Slope 4 4 5.00 15.0 -0.46 -9.20% -1.36 -9.07% 0.5%to 5.0% OS%to&3% 2813 2814 Ramp Running Slope f R98 0.05 -0.56% OS%to 9.3% 2814 2815 Sidewalk Running Slope i d80 -0.Ol -1.25% OS%to 5.0% 2901 2901 2902 2903 Crosswalk Cross Slope -Yield Condition Ramp Cross Slope i i S.p 5.00 0.03 0.59% 0.04 0.80% 0.0%to 2.0% 0.1%ta LO% 2901 2902 529.86.07 629E85.20 34.69 759.79 39.68 759.82 2901 2915 Ramp Running Slope i 7.56 0.61 8.07% 0.5%to H.3% 2903 524t86.11 39.68 759.83 2902 2903 2903 2904 Sidewalk Running Slope Ramp Running Slope i i 0.90 7.56 0.01 1.02% 0.62 8,20% 0.5%to 5.0% 0.5%to 8.3% 2904 2905 529.93.39 529.91.81 39.67 760.46 19.93 760.91 2909 2905 Ramp Running Slope 4 10.39 0.46 4.43% 0.5%to 8.3% 2906 fi24E91.08 54.86 761.12 2909 2909 landing/Turning Space 6 5.00 0.10 200% 0.1%to 2.0% 2907 529E94.46 S5.50 761.26 2906 2915 landing/Turning Space 6 5.00 -0.05 -1.00% 0.1%to 2.0% 2908 529r%.26 507H 761.01 2905 2905 2906 2908 Sidewalk Running Slope Sidewalk Cross Slope 4 4 5.00 5.00 0.21 4.20% 0.30 LOWi OS%WS.O% OS%tn 20% 2909 2930 529-98.00 53M07.22 39.67 760.55 39.65 76138 2906 2%7 Match Existing Cross Slope 4 3.84 0.14 365% Match Existing 2911 530E11.83 39.72 761.63 29D7 2908 Sidewalk Running Slope i 5.13 -0.25 -4.87% OS%to 5.0% 2l12 530E11.90 35.66 761.37 2908 2909 Ramp Running Slope { 11.27 -0.46 -I.Ob% 0.5%to 83% 2913 530E07.26 LAfiS 761.I9 2909 2909 2910 2914 Ramp Running Slope Landin urning 5pxe 4 6 10.W 5.00 0.83 830% -0.08 -1.609f 0.5%to 8.3% 0.1%to LO% 2914 2915 529E98.00 529E93.39 34.68 760.47 34.68 760.40 2910 2911 Sidewalk Running Slope 4 5.00 0.25 5.00% 0.5%to 5.0% 2930 2913 Sidewalk Cross Slope 4 5.00 -0.10 -2.00% 0.5%to 2.0% 2911 2912 Match Existing Goss Slope 4 4.05 -0.26 -6.42% Match Existing 2912 2913 2913 2914 Sidewalk Running Slope Ramp Running Slope 4 { 5.09 30.W -0.09 -1.77% -0.81 -8.30% 0.5%to S.0% OS%to 83% 2911 2915 landing/7umin Space f 5.00 -0,07 -1.40% 0.1%to LO% c�ir ivsr-uvuwo-urawmgswo- nans\su 1.aw9 iu/ia/tun o�au rrl r...l rT^J r..,3 GA1 Cn EN.- Dewwn BY IOWA CITY, IOWA TMS TMS 191037 cNECKED Br nEUn BooK No. OCTOBER 2021 BRB FIELDBOOK IIEVISIONS 1740LiningerLane,SuiteIW IIIi building strong communities. North Liberty, Iowa 52317 MSC L U R E'" 319-626.9090 ENGINEERING Cc BENTONSTREETREHABILITATION MORMON TREK TO GREENWOOD DR STP-U-37151669I--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY sneer No - 15 11310 04.18-17 SIDEWALK COMPLIANCE See s sheets ' Does not include curb Staking required by Contrxting Authority per Article 2531.03 of the Standard Specifications Refer to tabulation 113-01 forbid quantfties. � Point to Point Sidewalk Designation PCC Sidewalk Olsdrrce• � EkMba Slope Acceptable Constructed Range Staking Required on this Quadrant? Measured Slope Initiak Renrarlo FOR INFORMATION ONLY: VALUES USEDTO DETERMINE DESIGNED STAPES Point Station Offset P:\191037-000\O6-Drawings\06 -Plans\SOl.dwg 10/14/2021 6:40 PM i II I I I I I 00111, II I I 3613 3611 I 5004 I f 3604 5002 3602 Iplllllllllllllllll IllIjjlllglllllpl �Illa D°°1 NORTH 0 5 10 20 GRAPHIC SCALE DD I 00+zz1 13614 3612 I 3608 3610 I C DU1 U B) OHE — — — OHE8 I -- 36 OH^f OHE(B) 3607 0) I OHE(� OHE(B) � OHE(B) — 3600 -------- -- 3601N 3603 3605 I 500 5009 5005 5007 I I I I I I PI . sa.3a.a I I I I I I W. BENTON- �T I I m PROTECT PROPOSED a SIGNAL POLE I I 2 LEGEND: GENERAL SIDEWALK NOTES I-- I 1. TOP OF CURB (TC) ELEVATIONS SHOWN ARE LU ❑ SIDEWALK/TRAIL TOP OF 112" DROP CURB. REFER STANDARD 3425 m 24 ( Z c ❑ SIDEWALK TRAIL LANDING ROAD PLAN PV-105 FOR DROP CURB AT SIDEWALK DETAILS. 2 REFER TO STANDARD ROAD PLAN MI-220 I FOR DETECTABLE WARNING AND t N ❑ SIDEWALKIERAIL RAMP PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. ENGINEER KK IOWA CITY,IOWA DTMS aYIiIONf 0 SHEET rvO TMS 191037 �' 1740Un'n9wLam,SuN°100 BENTONSTREETREHABILITATION ACCESSIBILE cnE<KED er TEED BOOK Ho °`�°�` 2°" building strong nlilUnrfiBS. North Uba626-90o 52317 M � C L U RE' 319-626-9090 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY S BRB FIELDBOOK STP-U-3715(669)--70-52 .16 ENGINEERING CO. us/-uuu\uo-urawmgs\uo - rtnns\W I dwg IO/ I4/ZUZ 1 6:4I FM . - - 113-10 . 04.1&17 SIDEWALK COMPLIANCE Sunset Drive - See S Sheets - Does not include curb 1 Staking required by Contracting Authority per Article 251L03 ofthe Standard Specifications 2 ReFertotabulation 113-01 forbid quaniities. _ Point to Point Sidewalk Designation " PCC Sidewalk 2 Distance• AElevation Slope Acceptable Constructed Range StakingFORINFORMATION Required on this quadrant? 1 Measured Slope Initials Remarks ' ONLY: ' VALUES USED TO DETERMI N E DESIGNED SLOPES Paint Station Offset Elevation FT FT % � Pos. or Ne . % 3200 3201 Crosswalk Goss Slope - No Yield Condition 5.00 -0.07 -1.40% 0.016 to 5.0% - 3200 541+80.12 . 0.00 757.05 3201 541+75.12 0.00 755.98 3202 3203 _ Ram GossSIO e 6 5.03 -0.08 -L59'b 0.1%to 2.0% 3202 541+80.12 -17.01 756.8D 3202 3204 Ramp Goss Slope 6 5.00 .404 -0.809A 0.1%to 2.0336 3203 541+75.12 -16.50 756.72. 3205 3206 Landing/Turning Spare 6 5.00 0.08 1.601A 0.1%to 203.E - 3204 541+75.12 -17.01 756.76 ' 3205 3297 Landir umin S ce 6 1-3D 0.02 L54% 0.1%to20% 3205 41+80.12 -19.50 75584 3203 : 3209 Landing/Tuming Space 5 4.70 -0.06 -1.281,6 " 0.1%to 2.0% - 3206 41+75.12 -19.50 755.92 3202 3205 Ram RunningSlope 6 ' 249 Q04 1.61% 0.5%to 83% 3207 41+81.12 -20.33 75586 3203 3204 Ram RunningSlope 6 Q51 404 7.84% 0.5%to 8.3% 3208 41+75.12 . -24.50 757.00 3204 3205 Ramp Running Slope 5 249 Q16 6.43% 0.5%to 8.3% 3209 41+79.75 1101+74.34 -25.14 755.94 3206 3208 Landin umin Spam 6 5.00 Q08 1.6036 0.1%to 20% : - 3210 01+69.34 -23.39 757.25 3207 3209 Landing/Tuming Space 6 0.08 L60% al%to 20% 3211 01+74.34 -2255 757.34 3210 3211 Ramp Cross Sloe 6 ' Q09 1.7rA 0.1%to 2.0% 3212 -23.39 757.33 3210. 3212 Ram Goss Sloe 6 0.08 L60%. . 0.1%to2.0% 3213 101+69.34 -25.56 757.40 ' 3213 3214 Landing/Turring Space 5 N4.76 0.08 LETA � 0.1%to 2.0% 3214 101+74.34 � -25.56 757.48 3213 3215 Landin umin Spam 6 0.02 1.22% 0.1%to 20% - 3215 101+68.34 :-26.86 757.42 3216 3217 Landin urni ng Space 6 -am -L26DA 0.1%to 2.0% 3216 101+74.70 -30.55 757.56 3210 3213 Ram Runnin Slope 6 Q15� 6.91% QS%to 8.3% 3217. 101+70.07 -31.55 757.50 3211 3232 Ram Runnin Sloe 6 r0.01 -1-19% 0.5%to 8.3% 3216. 541+66.69 -20.06 757.14 ". 3212 3214 Ramp Running Slope 6 217 . Q15 6.91% O.S%to 8.3% 3219' S41+66.69 -24.71 757.30 " 3214 3216 Landin uming Space 6 5.00 QOR 1.60% 0-1%to 2.0% 3220 101+9129 -26.75 758.78 3215 3217 LandingNming Space 5 5.00 0.08 L6PM 0.1%to 2.01% 3221 101+91.29 -34.60 758.77 3207 3215 Sidewalk Running Sloe 4 21AS 0.56 2.6556 0.5%to 5.0% " 3209 3217 Sidewalk Running Slope 4 16.34 Q56 3.43% 0.5%to 5.0% 3300 101+69.34 UW 755.83 3218 3219 Match Existing Cross Sloe - 4 4.66 Q16- 3-430A Match Existing 3301 - 101+74.34 0.00 757.07 3206 3218 Sidewalk Running Slope 4 EL44 0,22 261% 0.5%to 5.0% 3302 542+73.44 -21.I1 753,97 3208 3219 Sidewalk Running Sloe 4 8.42 OL30 3.563-A as%to 5.0% - - 3303 542+78.44 -21.00 75187 322D 3221 Match Existing Goss Sloe 4 7.95 -O.bl -0.13% Match Existing 3304 542+78.44 -21.11 753.88 3214 3220 Sidewalk Running Slope 4 17.05 L30 7-62% as%to 5.0% � � � � 3305 542-73.44 -29.00 754.60 3216 3221 Sidewalk Running Slope 4 17.56 L21 EST/ 0-5%to 5.03.E 3306 542+78.44 -29.00 754.54 " 3307 542+73.44-34.00 754.68 330D 33M Crosswalk Goss Slope -No Yield Condition 5.00 0.24. 4.80% 0.0%to 5.0% . 3308 542+78.44 -34.00 M62 3309 101+69.34 23.01 7S625 - 3302 3303 Ramp Goss Sloe 6 5.00 -0.10 -200.6 0.1%to 2.0% 3310 _ 101+74.34 2250 756.34 3302 3304 Ramp Cross Sloe 6 5.00 -0.09 -L8W6 0-1%to 2.03,E 3311 101+74.34 23.01 751133 3305. 3306 Landin umin S ce 6 5.00 -0.06 -1-2M6 :0.1%to 2.0% 3312 101+69.34 1 .26.03 756.49 3307 3308 Landing/Tuming Space 5 5.00 -0.06 -1-201A 0.1%to 20% 3313 101+74.34 26.03 75555 3302 3305 Ramp Running Slope 6 7.89 Q63 7.98% .. 0-5%to&3% 3314 101+69.34 31.00 75R57 3303 33134 Ramp Running Slope 6 all 0.01 1 9.09% 0.5%to 8.3% 1 3315 101+74.34 31.03 756.63 3304 3306 Ramp Running Slope 6 7.29 0.65 8.37% 0-5%to 8.3% 3316" 542+87.44 -27.W 754.32 3305 3307 LandingfTurning5pace 6 5.00 QOB L6W6 0.1%to 2.016 3317 542+98.62 -3200 754.40 3306 3308 LandingfTurning Spare 6 5-00 "QOR 1.f&A 0-1%to LO% 3318 101+83.22 26.12 758.47 3309 . 3310 Ramp Goss Slope 6 5.03 0.09 179%. 0.1%to 20% 3319 101+83.31 30.75 758.55 3309 3311 Ramp Cross Sloe 6 5.00 0.08 L6M6 0.1%to 203.E 3320 101+98.08 2638.00 75fl52 M12 3313 Landingrrunning Spam 6 5.00 Q06 1.20% 0.1%to 2.0% 3321 101+98,08 31.07 I58.62 3314 3315 Landin umin Space 6 5,00 0.06 L2056 - 0-1%to 20M 3309 3312 Ramp Running Slope 6 299 - 0.24 8.039A O.S%to 8.3% 3310 3311 Ramp Running Slope 6 0.51 -0.01 -1.961A 0.5%to 8.3% 3311 3313 Ramp Running Slope 6 299 -0.22 7.36% aS%to 8.3% " 3312 3314 Landin umin Spare 6 5.00 O08 1.60°.4 0.1%to 20% 3313 3315 Landin urnin Space 6 500 Q08 160% 0.1%to 2.0% - 3305 3312 Ramp Running Slope 6 26.75 L89 7.0796 0.5%to 8.3% - 3307 3314 Ramp Running Sloe 6 18.92 189 9.99% 0.5%to&3% - 3316 3317 Sidewalk Cross Slope 4 5.00 QOB L60% 0.5%to 2.0% - - 3305 3316 Sidewalk Running Slope 4 9.47 -0.22 -232-A 0.5%to 5.0% 3308 3317 Sidewalk Running Sloe 4 20.65 -0.22 -2-07% 0.5%to 5.0% 3318 3319 Landing/Turning Space - 4 5.00 0.08 L60% 0.1%to 2.0% 3313' 3318 Fuirnp Running Sloe 6 18.74 192 10.25%. QS%to 8.3% - 3315 3319 Ramp Running Slope 6 28.74 L92 10.25% aS%to 8.3% 332D 3321 Match ExIsti ng Cross Slope 6 4,69 0.10 2.1336 Match Existing- 3318 3320 Landing/TurningSpace 6 5,01 QOS. LOOM Ql%to 20% . 3319 3321 Landing/Tunting Spare 6 500 "-0.07 L4(FA 0.1%to 2.0%- ENGINEER DRAWN BT Iowa cm, lowA REVISIONS _ _ - SXEErNO. TMS TMS 191037 II'� 1740 Uninger Lane, Suite 100 BENTON STREET REHABILITATION ACCESSIBILE CHECKED aT HEMMOKNO. OCTOBER 2021building North Liberty, Iowa 52317 strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY S. BRB FIELDBOOK MCC L U RE' STP-U-3715 (669)--70-52 TABULATIONS17 ENGINEERING C O. Wv\vo-Ura-ngs\Vo - rlan5pu 1--9 1 W 14/Luz 1 0:41 rm 1 C:: F ra C-D � ; C-j { LJ "J ENGINEER ORAwN BY IOWA CITY, IOWA TMS TMS 191037 CHECKED BY HEIR BOOK NO OCTOBER 2021 BRB FIELDBOOK REVISIONS nbo ❑ninger , 1. s523 Too I'I i Nodh liberty, Iowa 52317 _ building Strong 319-626-9090 MC C L U R E" ENGINEERING C BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NO S.18 u3-lo oa-le-1) SIDEWALK COMPLIANCE Sunset Drive - See SShee;s • Does not include arb 1 Staking repaired by Contracting Authority per Article 2611.03 ofthe standard Specifications 2 Refer to tabulation 113.01 forbid uantities. point to point Sidewalk Designation - "RCC Sidewalk 2 Distance 1Elevation Slope A¢eptable Cons[rurted Range Staking Required on this Quadrats? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED STAPES Point Station Offset Elevation FT FT % Pos. or Neg. % 3400 3401 Crosswalk Cross Slope -No Yield Condition SOD -Q07 -140% 0.0%to 5.0% 3400 100+94.44 0.00 766.37 3401 100+59.44 0.00 765.30 3402 3403 Ramp Cross Slope 6 5.13 0.24 4.68°.E 0.1%to 2.0% 3402 541+80.12 29.86 766.28 3402 3404 Ram Cross Slope 6 5.00 0.09 1.8ff,6 0-1%to 2.0% 3403 541+76.12 28.76 756.52 3405 3406 landinq/Tuming Space 6 S00 0.08 3.6ff/ 0.1%to LOX 3404 541+7512 H.86 756.37 3406 3407 Landin urnin S xe 6 2.01 -Q02 -Li70% 0.1%to 2.0% 31M)S 541+8Q 12 33.E1 766.00 3408 3409 Lan din urnin Space 6 SOl -0.09 -180% 0.1X to LO% 3106 541+7512 33.81 756.06 3402 3405 Ram Runnin SI e 6 i% -Q 28 -7.099k 0.5%to 8.3% 3107 5lH81.12 3S.S6 765-98 3403 3404 Ram Runnin SI e 6 LIO -0.15 0.6%to 8.3% 3406 541+71.33 3E.75 756.16 3404 3406 Ramp Running Slope 6 i% -0.H 0.6Xto8.3%3409541+79.1310.15756.07 34063408LandiurninSxeBSOOQOB0.1%ta2.0%3410100+9t44-30.22765.l3 34073409landlnurninSxeiS000.090.1%to2.091:3411100+89.M-27.28755.15 N4.M 34103411RamCrossSlope6iEl-0.2E0.1%to2.0X3412100+89.M-30.22765.36 34103412RamCrassSlopei5.00-Q070.1%to2.0%3413100+94.!!-32.92756.62 34133414tanding/TurningfSOD-0.OS0.1%to2.09G341!100+59.1{-3L92755.57 Spam 341334liLandinurninfits0.0/ 0.1%to 2.0% 3415 100+91.M -36-76 756.66 3416 3417 Landin urnin Space f S06 0.09 1.7836 0.1%to LOX 3416 100+86.92 -37.23 765.66 3410 3413 Ram Runnin Slope f LR 0.19 7.01% 0.5%tG 8.3% 3417 100+90.98 -4031 756.74 3411 3412 Ram Running Slope f LSM 0.21 7.149G 0.5%to 8.3% 3418 541+71.18 33.50 756.24 3412 3414 Ramp Running Slope i L71 0.21 7.75% O.SX to i.3% 3419 541+71.18 38.50 756.32 3414 3416 Landin urnin S ace i S00 0.0E 1.60'X 0.1%to LO% 3420 541+56.18 33.50 756.84 3415 3417 lardinq/Turnin Space 6 SOO QOB L60% 0.1%to LO% 3421 541+56.18 38.50 756.92 3407 3415 Sidewalk Runnin Slope ! 961 -0.32 -370% 0.5% to 5.0% 3422 54141.18 3602 75752 3403 3417 Sidewalk Running Sloe 4 6.91 -Q 33 -lit% 0.5%to 6.0% 3423 541M2.18 39.90 767.55 3418 3419 Sidewalk Cross Slope 4 5.00 0.06 1.f0% 0.5%to 2.0% 3421 100+60.01 -H.66 754.59 3406 3418 Sidewalk Runnin Slope 4 3.96 0.16 {.01% 0.5%to 6.OK 3425 $10+60.01 -33.66 7S1S3 340E 3419 Sidewalk Runnin Sloe 4 3.16 Q16 SO@% 0.5%to 6.0% 3420 3421 Sidewalk Cross Slope 4 5.00 0.06 L16OK 0.5%to LO% i50D S{2+73.1! QOD 75393 3418 3420 Sidewalk Runnin Sloe 4 16.00 0.60 {.00% 0.5% to 5.0% 3501 5l2+78.M QOD 763.61 3419 3421 Sidewalk Running Slope 4 16.00 0.60 l.0076 0.5X to 5.0% 3502 542+73.44 24.69 763.27 3422 3423 Match Existin Cross Slope 4 3-ffi 0.03 0.77% Match Existing 3503 542+78.14 N.01 753.45 3420 3422 Sidewalk Running Sloe 4 15.60 0.61 4.367i 0.5%ta 6.0X 3501 542+7E.M 74.69 753.21 3121 3423 Sidewalk Running Slope 4 16.35 0.63 430X 0.5%to 6.0% 3506 542+73.44 H.02 763.67 3124 3626 Match Existing Cross Sloe 4 3.90 -0.06 -16!% match Existing 3506 5l2+7E1{ H.112 753.51 3414 3424 Sidewalk Running Sloe 4 31.42 -0.� -312% 0.5%to SOX 3507 542+7L% 30.10 763.60 3116 3426 Sidewalk Runnin Sloe 4 28.96 -112 -iE7% O.S%to S.O% 35C8 542+78.66 31-01 753.59 3509 542+73.78 35-05 763.66 3500 3501 Crosswalk Cross Slope - No Yield Condition SW -Q42 -i4O'% 0.0%to SO% 3510 100+94.44 30.17 754.06 _ 3511 100+89.44 26.98 751.34 3502 3503 Ram Cross Slope f SOS 0.1E 35@% 0.3%te LO% 3612 100+89.44 30.17 754.12 3502 350! Ram Goss Slope 6 im -Q06 -120% QI%to 2.0% 3613 100+94.44 32-70 753.96 3505 3506 Ram Cross Slope 6 SOD -0.06 -120% QI%to LO% 3514 100+89.44 3270 751.04 3505 3507 Lan di nq/Turning Space 6 L03 0.03 1.48% Q1X to 2.096 3516 100.91.44 37.30 763.92 3506 3509 Landin urnin Space 6 5.00 0.09 1.80% 0.1%to LOX 3616 IOM86.73 36.90 75403 3502 3506 Ram Running Slope 6 4.32 0.30 6.9!•.6 0.5%to 8.3% 3517 100E90.48 40.36 754.OD 3503 3504 Ram Running Slope 6 0.68 -0.24 -36.29% O.S%to 8.3% 3518 542+79.29 H.00 753.52 3504 3506 Ram Running Slope 6 4.32 0.30 6.9446 0.6%to 8.3% 3619 542+79.H 34.00 763.60 3506 3508 landi ng/Turning5pxe 6 S00 0.08 1.6P.6 0.1%to 2.0% 3520 100+78.69 H.50 754.21 3507 3509 Landin urnin 6 SOD 0.08 1.60% 0.1%to 2.0% 3621 100E78.59 34.50 751H 3610 3531 Ram Cross Slope 6 S94 0.28 4.71% 0.1% to LO% 3522 100+73.59 H.9S 75436 3610 3512 Ram Goss Slope 6 Sm 0.0fi 1.20% 0.1%to 2.0% 3523 100+73.59 33.E0 75{.36 3613 3531 Ram Crass Slope 6 SOD 0.06 1.20% 0.1%to LOYk 3513 3515 Indio urnin S xe B 460 -Qob -L3096 0.1%to 2.0% 3616 351) landi urnin Space G i12 -Q03 -176% 0.1%to 2.0% 3630 3533 Ram Running Slope 6 253 -0.06 -316% 0.5%to 8.3% 3511 3512 Ram Running Sloe 6 its -0.22 -fi9096 0.5%to 8.3% 3612 3514 Ram Running Sloe 6 253 -0.0t -116% 0.5%ta 8.3% 3516 3517 Landin urnin 5 xe B S00 0.0E LGO% 0.1%to 2.0% 3616 3816 Landin urnin e f SOD QOS 1.00% QI%to 2.0% 3507 3515 Ram Running Slope f 6.00 0.32 5.33% 0.5%to 8.3% 3503 3617 Ram Running Slope f 450 0.32 7.11% O.S%to 8.3% 3518 3519 Sidewalk Cross Slope 1 SOO 0.0E 1.60% 0.5%to LO% 3506 3518 Sidewalk Running Slope { 0.6S 0.01 1.18% O.S%to 3.0% 3506 3619 Sidewalk Running Slope { 0.61 0.01 1.56% 0.5%ta 6.0% 3520 3521 Sidewalk Cross Slope 4 SOD 0.0E 1.6W6 0.6%to LO% 3514 3520 Sidewalk Running Sloe ! I1.47 0.17 1.48% 0.5% to 5.0% 3616 3521 Sidewalk Running Sloe 4 8-60 0.20 2.33% 0.5%to 6.0% 3522 3523 Match Fxistin Cross Slope 4 3-ffi 0.01 0.26'!6 Match Existing 3520 3522 Sidewalk Running Sloe 4 5.02 0.14 2.79% 0.5% to 6.0'f6 3521 3523 Sidewalk Running Sloe 4 SO6 0.07 Lit% 0.5% to 5.0% P�\191037-000\06-Drawings\06-Plons\SOl.dwg 10i14/2021 b:dl PM rJ _ r a J. i ....:...., a t C ? "- t. 09 P:\191037-000\06-Drawings\06 -Plans\SOl.dwg 10/14/2021 6:41 PM 1 e C a rim J r.r s e+cnues ouwN By IOWA CITY, IOWA TMS TMS 191037^a CHECKED er nun -NO. OCTOBER 2021 BRB FIELDBOOK ��` 1740LiningerLane,Suite100 building Strong COriTfTlUn1}IES. North Liberty,9-626-90 52317 MCC L U R E 3t9-626.9090 ENGINEERING C^ BENTONSTREETREHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBLE RAMP DETAILS TABULATIONS CITY OF IOWA CITY sHEn No. S.20 t13-10 04 16 17 SIDEWALK COMPLIANCE wybe Green Road - See S Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications Refer to tabulation 113-01 for hid quantRies. Point to Point Sidewalk Designation FCC Sidewalk 2 Distance• 4 Elevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMAl10N ONLY - VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Ne % 3700 3701 Crosswalk Goss Slope - No YieM Condition 5.00 -0.07 -1.40% 0.0%[05.0% 3700 545«93.56 30.00 742.20 3702 3703 Ramp Cross Slope 6 6.32 0.07 1.37% 0.1%t02.0% 3701 3702 545«93.57 546«81.06 25.00 30.00 742.13 741.89 3703 3704 Ram Cross Sbpe 6 5.00 0.02 0.40% QI%to 2.0K 3703 545«80.10 26.00 741.96 3705 3706 Landing/Turning Space 6 6.00 0.06 1.00% 0.1%to 2.0% 3704 645«80.30 30.00 741.98 3707 3708 Landing/Turning Sace 6 6.D0 006 1.20% 0.1%to 2.01E 3705 S45N6.82 25.00 741.99 3702 3704 3704 Ramp Running Slope 3706 Ramp Running Slope 6 6 0.96 3.27 0.09 0.06 1.39% 1.83% 0.5%to 8.3% 0.5%to 8.3% 3706 3707 545Nfi.82 545N1.82 30.00 26.00 742.04 742.07 3703 3705 Ramp Running Slope 6 3.27 0.03 0.92% 0.5%to 8.3% 3708 546«71.82 30.00 742.13 3705 3707 Wndin urnin Space 6 $AD 0.08 1.601E 0.1%[02.0% 3709 545W9.01 M.84 742.02 3706 3708 Landin urnin ace 6 SAD 0.09 1.80% 0.1%to 2.076 3710 545+65.D2 2k69 742.07 3709 3707 3730 Match Existing Cross Slope 3709 Sidewalk Running Slope 4 4 0.05 -0.05 1.30% -0.73% Match Existing D.S%to S.0% 3711 3712 545N6.79 545«72.86 DLlO 31.80 742.09 742.06 3708 3710 Sidewalk Running Slope 4 -0.06 -0.87% 0.5% [0 5.0% 3711 3712 Match Existing Cross Slope 4 P693 -0.04 -1.02% Match Ex 3800 546406.06 30.00 742.72 3706 3711 Sidewalk Running Slope 4 0.05 1.04% 0.5%to 5.0% 3801 546c07.f12 26.00 712.65 3708 3712 Sidewalk Running Slope 4 -0.08 -1.63% 0.5%to S.O% 3602 3803 546407.02 s16«lD3z 30.00 u.00 742.73 7u.7o 3800 3801 Ramp Cross Sbpe 6 5.12 -0.07 -1.37% 0.1%to 2.0% 3804 546«30.32 30.00 742.78 3801 3802 Ramp Cross Slope 6 5.00 0.08 1.60% •1%to 2.0% 31D;, 546«3632 26.00 742.76 3803 3804 LandinglTurning Space 6 5.00 0.08 1.60% 0.1%to 2.0% 3806 546«15.32 30.00 742.84 3805 3800 3806 Unding/Turning Space 3802 Ramp Runrig Sbpe 6 6 5.00 0.96 0.08 0.01 1.6096 S.D4% 0.1%to 2.096 0.5%to 8.3% 38W 3808 546«22.12 54fi«22.12 24.97 28.87 742.86 742.92 3802 3804 Ramp Runnin Slope 6 3.31 0.05 1.51% 0.5%to 6.3% 3809 SW«30.39 41.76 742.21 3801 3803 Ramp Running Slope 6 3.31 0.06 1.61% 0.5%to 8.3% 3810 5I6«11.20 41.74 742.37 3803 3805 landingliurning Space 6 5.00 0.06 1.20% 0.3%to 2.0% 3804 3806 Lmdin urnin Spxe 6 5.00 0.06 1.201E 0.1%to 2.0% 3807 3808 Match Existing Cross Slope 4 3.p 0.06 1.9Y1k Match Eidsting 3805 3807 Sidewalk Running Slope 4 6.20 0.10 l.p% O.S%to S.O% 3806 3809 3808 Sidewalk Running Slope 3810 Match Existing Cross Slope 4 4 6.90 3.21 0.08 0.16 1.16% 1.20K 0.5%to 6.0% Match Existing 3804 3909 Sidewalk Running Slope 4 11.76 -0.57 -4.k5% 0.5%to 6.0% 3806 3810 Sidewalk Running Slope 4 Il.lD -0.17 -3.861k 0.5%to 9.0% P'\191037-000\O6-Drawings\Ob - Plans\SOldwg 10/14/2021 6.47 PM m m 31 3918 - — — — — — — — — — — - 00 a C) 3913 OHC(C) OHE(B)- i�6 I ~I C9 I °' O W I m V } 4019 m 4017 I o 4004 ) 4002 3904 3902 - -� - 4000 OHC(C) I I I I I I I o I I I I I I N I I O I I I I I 0 I 1 a I I I I aloz I I —Fo(C) FO(C) FO(C)—FO(C) FO(C) O(C) v FO(C) ® s 4104 ,c) 12"W(c) C) 12"W(C)-- 1z"W(C)----------12'VC) — — — — — — — — — — — — — 4106 I -31- - 00+Ot' L NORTH 0 5 10 20 GRAPHIC SCALE �12'M 4105 12"W(D) 4107) _ -3L� I s. 0 I 0 I CD oHc(c) o,:.(c) - oMc(() — - or c(c) ----- o+c(c) oHc(C IX r —e 7 st „ OHE(e) OHE(B) OHE(B) s —OHE(B) ' W — — r: S Rot + �� W. BENTON ST I I MD) -- W(D) W(D) 1111110 °Ila DIIIII NORTH 0 5 10 20 C§ HIC SCALE Flfl� LEGEND: GENERAL SIDEWALK NOTES TOP OF CURB (TC) ELEVATIONS SHOWN ARE ❑1. SIDEWALKITRAIL TOP OF 112" DROP CURB. REFER STANDARD ROAD PLAN PV-105 FOR DROP CURB AT ❑ SIDEWAI-KrTRAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI-220 FOR DETECTABLE WARNING AND ❑ SIDEWALKITRAIL RAMP PEDESTRIAN RAMP DETAILS, 3, ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. ENGINH:0. -1 BY owA CITY, IowA REVISIONS `-� SHERNO TM$ TMS 191037 � "� 1740LiningerLane,Suits l00 III' BENTON STREET REHABILITATION ACCESSIBILE C.M.o Br 1--111. OCTOBER2021 building strong mmunities. North Liberty, Iowa 52317 MCC L U RE' 319.626-9090 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY 5.21 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING Cc 1037-000\06-13rawings\06 - Plans\501 .dwg 10/14/2021 6:41 PM _;,,•: -ri 3 A [z7 C3` ENGINEER D-1 BY IOWA CITY, IOWA TMS TMS 191037 CHECKED BY nEEn BOOK HO. OCTOBER 2021 BRB FIELDBOOK REvsio�s ' I' 1740 Unin Lane, Suite 100 aer building strong ',InTunities. North Liberty, Iowa s2317 MSC L U R E . 319-626-9090 SiNEERING C- BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(6691--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET Ho S.22 - _- 113-10 04-18-17 SIDEWALK COMPLIANCE George Street - See S Sheets ' Does not include curb 1 Staking required by Contracting Authority Per Article 151103 of the Standard 5pecifintions 2 Refer to tabulation 113-01 for bid uantities. Point to Point Sidewalk Designation _ PCC Sidewalk 2 Distance' A Elevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured SlopeUSED Initials Remarks FOR INFORMATION ONLY: TO Point Station Offset Elevation FT F7 % Pos. or Neg. % 3900 3901 Crosswalk Cross Slope - No Yield Condition 6.00 -0.30 -2.00X 0.0%to 6.0% 3900 649t46.18 -30.02 764.78 3901 549«46.30 25.02 764.68 3902 3903 Ramp Cross Sloe i 5.22 -0.07 -1.34% 0.1%[02.096 3902 649r325fi -30.00 764.34 3903 3904 Ram Cross Sloe i 6.00 QO8 1.60% 0.1%[o 2.0% 3903 549-31.16 -26.00 764.27 3906 3906 Lan din umin Spam i 5.00 QOB I.fiO°,6 0.1%[02.0% 3904 549h34.14 -30.00 764.36 3907 3908 Landing/Turning Space i S.OD QO6 1.00% 0.1%to 2.0% 3906 549t24.42 -26.00 764.32 3902 3904 Wm Running Slope 6 LII Q01 0.71% 0.5%to 8.3% 3906 549.24.42 -30.00 764.40 39W 3906 Ramp Running Slope 6 6.73 0.05 0.71% 0.6%to 8.3% 3907 519H19.I2 -26.00 76427 3903 3906 Ram Running Sloe 6 6.73 QOS 0.74% 0.5%to 8.3% 3908 549,19.42 •30.00 764.32 3906 3907 Landin urni nit Space 6 6.00 -0.05 -L00% 0.1%to 2.0% 3909 5I9h04.I2 -28.50 76231 3906 3908 Landin umin Space 6 5.00 -O.W -1.60% 0.1%m2.0°6 3910 549r04.42 -33.50 762.39 3909 3910 landin Rurnin Space 6 6.00 Q08 1.60% 0.1%to 2.0% 3911 648+99.42 -28.50 76225 3907 3909 Ramp Running Slope 6 16.40 -1.% -12.73T6 0.5%to 8.3% 3912 648r99.12 -33.50 76233 3908 3910 Ramp Runnin Sloe 6 15.40 -1.93 -12.63% 0.6%to 89% 3913 548+84.42 -28.45 76151 3911 3912 Landin urninq Space 6 6.00 Q08 1.60°.6 0.1%to 2.096 3914 548.84.42 -33.40 76168 3909 3911 Landin umin Spam 6 6.00 -O.W -1.2d.6 0.1%[02.096 3916 649r26.05 -15.12 76442 3910 3912 Landin umin Space 6 5.00 -0.06 -110% 0.1%to 20% 3916 649«19.06 -45.00 76535 3913 3911 Match Existing Cross Slope 6 4.94 Q17 3.44% Match Existing 3917 549.23.90 -50.11 765.47 3911 3913 Sidewalk Runnin Slope 4 16.OD -0.74 -1.93% 0.6%to 5.0% 3918 649.18.99 -SCOD 765.38 3912 3914 Sidewalk Running Slope 4 15.OD -0.66 -4.33°.6 0.6%to 5.0% 3916 3916 Landin umin Spam 6 5.00 -0.07 -1.40°,G 0.1%[02.0% 1000 649�57.72 -30.00 765.36 39W 3915 Ram Running Sloe 6 15.12 102 6.75% 0.5%to 8.3% 40D1 549«59.14 -25.00 391� 3916 RamRunninSlope 6 L6.00 103 6.87°.b 0.5%[08.3% l002 549�59.14 30.00 3917 3918 Match ExistinUoss Slo 6 d.90 -0.09 -1.64% Match Existinj4003 549«62.18 -26.00 3916 3917 LandinuminSpace 6 5.00 0.05 1.00°.6 0.1%to 2.0%40)4 549«fi2.18 -30.00 N765.83 3916 391i Landiurni6 5.00 Q03 0.60°.6 0.1%to 2.0% 4005 549t67.18 25.00 4006 549W7.18 -30.00IOOD l001 RampUossSloe i 5.21 0.09 1.73% 0.1%tn LO%4007 549r74.18 16.50 IODI 4002 Ramp Gross Sloe 6 5.00 Q� 160% 0.1%to 2.0% 4008 549.79.18 -16.50 76666 1063 IOW Landin umin Space f 5.00 0.08 L6ff�k 0.1%to 2.0% 4009 549.74.18 -26.00 766.32 1006 IOOG Landin umin Space i 5.00 Q08 1.016 0.1%to 2-0M 4010 519r79.18 •25.00 766.38 I000 I002 Ramp Running Slope i 1.41 0.17 1206% 0.6%to 8.3% 4011 549+74.18 •30.00 766.40 4002 1001 Ram Running Slope i 3.06 0.2S 8.20% 0.5%to 8.3% 4012 549r79.18 -30.00 766.46 4001 1003 Ramp Running Slope 6 3.06 Q2S 8.20% 0.6%to 89% 4013 549r94.18 •24.75 76820 IOW 1006 Lan din umin Space 6 6.00 QO6 L20°,6 0.1%to 2.0% 4014 549+94.18 -28.76 768.24 IOOd 4006 Land in umin Space 6 6.00 006 1.20% 0.1%to 2.0% 4016 549,98.18 •24.71 76825 1007 1008 Ramp Gross Slope 6 6.00 0.29 5.80% 0.1%to 2.0% 4016 649+98.18 -28.62 766.29 4009 1010 Land in umin Space 6 5.00 0.06 1.20°.b 0.1%to LO% 4017 549.61.82 -46.00 76688 4011 1012 Landin urni Spam ne 6 5.00 QO6 1.20% 0.1%to 2.0% 1018 549,65.82 -I6.10 76693 4007 1009 Ramp Running Slope 6 8.50 Q06 0.71% 0.5%[08.3% 4019 649.61.65 -19.00 76698 0008 101O Ramp Running Sloe i 8.50 -0.17 -2.00% 0.6%[08.3% 4020 649466.63 -49.09 76i97 4009 4011 Land in umi Spam ng 6 6.00 0.08 L6dM 0.1%[02.0% 4010 1012 Landin umin Spare i 5.00 QC8 S.fD% 0.1%to LO% 110D 549r74.16 0.00 76642 4005 1009 Ram Running Slope i 7.00 0.57 8.14% 0.5%to 8.3% 1101 549«79.38 Q00 766.75 4006 4013 Ramp Running Rope 6 7.00 0.57 8.1196 0.5%to 8.3% 1102 549«74.18 16.50 766.60 4013 1011 Ing Lan din umi Space 6 4.00 0.06 1.00% 0.1%[02.0% 1103 549r79.18 16.50 76693 4010 1013 Ramp Running Slope 6 15.00 L82 12.13% 0.5%to 8.3% 4104 549«74.18 27.66 Ifi7.29 4012 1014 Ram Running Slope 6 15.06 L78 11.83% 0.5%to 8.3% 1105 549F79.18 27.64 767.36 1015 4016 Match Existing Cross Sloe 6 3.91 0.04 1.02% Match Existing /106 549,74.18 32.66 767.37 1013 4015 Landin urning Space 6 4.00 0.06 1.25% 0.1%to 20% 4107 519N9.18 32.64 767.43 4014 1016 Landin umin Spam 6 4.00 QOS 1.25% 0.1%to 2.0% 4017 4018 Landin umi Space 6 1.00 0.06 1.26% Ql%to LO% 1001 1017 Ramp Running Slope 6 1S.OD Lll 7.40°6 QS%to 8.3% 4006 4018 Ram Running Sloe 6 15.16 L10 226% 0.5%[o A3% 4019 4020 Mitch Existing Cress Slope 6 3.88 0.04 103% Matrh Existing 4017 4019 landin umin Spam 6 4.00 DOS L26% 0.1%[02.0% 4018 4020 landin umin S 6 4.00 0.04 1.0076 0.1%to 20% 410D 4101 Uosswalk Uoss Slope -No Yield Condition 6 5.00 Q33 6.60% 0.0%to 5.0% 4102 4103 Ramp Cross Sloe 6 5.00 Q33 6.fi0% Ql%to 2.0% 4104 4106 Landin umin Space 6 5.00 Q06 12096 Ql%to 2-0% 4106 4107 LandingJTuminq Space 6 6.00 Q06 L20°.F 0-1%to 2.09i 4102 1108 Ram Running slope 11.15 0.69 6.19% 0.6%to 8.3% 4103 4106 Ram Running Slope 11.14 Q12 3.77% 0.5%to 8.3% 4104 4106 landinuminSpam ��6 500 Q08 1.fi0% Ql%[o 2.0% 4106 41177 Ing landinurniSpace 6.00 0.08 1.fi096 0.1%[o 2.0% r\.v iusi-uvv�uo-urawings\vo-runs\sui.awg 10/14/20216�41 PM T^ J r .{ n .• s ..Biel ow.WH BY IOWA CITY, IOWA TMS TMS 191037 -Kn- FE BOOK no. OCTOBER 2021 BRB FIELDBOOK gel 'If 1740 Linin Lane, Site 100 building Strong-'irnunities. North Lib-626-90erty, Iowa 52317 M� C L U R E" 319-626-9090 ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSI BI LE RAMP DETAILS TABULATIONS CITY OF IOWA CITY sNEE*No S.2 3 11i10 owls-v SIDEWALK COMPLIANCE Weeber Street - See S Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard SpecifKations Refer to tabulation 113-01 for hid quantities. Point to Pant Sidewalk Designation _ PCC Sidewalk 2 Distance• 1 Elevation Slope Acceptable Constnxted Range Staking Required On this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. % 4300 4301 Crosswalk Cross Slope - No Yield Condition 5.00 0.10 2.00% 0.0%to 6.0% 4300 552+28.94 32.29 77154 4302 4303 Ramp Cross Slope 6 5.32 0.07 1.32% 0.1%ta 20% 4301 4302 552+29.09 552+15.86 27.29 77164 3L31 770.44 4303 4304 Ramp Cross Slope 6 5.00 0.06 1.20% 0.1%to LO% 4303 652+14.06 27.31 770.61 4305 4306 Landing/Turning Space 6 5.00 0.08 1.60% 0.1%to 20% 4304 552+14.07 3231 770.57 4307 4308 Landin urnin Space 6 5.00 0.08 1.60% O.I%to LO% 4306 552+11.56 27.32 770.59 4302 4304 4304 4306 Ramp Running Slope Ramp Running Slope 6 6 1.79 2.50 0.33 7.26% 0.10 4.00% 0.6%toE.3% 0.6%to 8.3% 4306 4307 552+11.67 56N06.56 32.31 770.67 27.32 77066 4303 4305 Ramp Running Slope 6 2.50 0.08 3.20% 0.5%to E9% 4308 552+06.61 3232 77073 4306 4307 LandingjTorning Space 6 5.00 0.06 L20% 0.1%to 2.0% 4309 551+E9.06 27.34 77Q76 4306 430E Landing(1'urnin Spxe 6 5.00 0.06 1.20% 0.1%to 2.0% 4310 561+89.07 32.34 770.E4 4309 4307 4310 4309 Sidewalk Cross Slope Sidewalk Running Slope 4 4 6.00 17.50 0.06 160% 0.11 0.63% 0.6%to 2.0% OS%to 5.0% 4311 4312 552+13.17 56N08.17 40.79 770.64 40.80 770.62 430E 4310 Sidewalk Running Slope 4 17.50 0.11 063% 0.5%ta 5.0% 4313 552+73.61 45.79 77049 4311 4312 Sidewalk Cross Slope { 5.00 0.0E L60% OS%to 20% 4314 552+09.12 45.79 770.69 4313 {31{ Match Existing Goss Slope { 3.90 0.10 2.56% Match Existing 4306 430E 4313 4312 Sidewalk Running Slope Sidewalk Running Slope 4 a 8.63 8.63 -0.33 -1.51% -0.11 -1.27% 0.5%to 5.0% 0.5%to 5.0% 4400 4401 552.41.7E 562.43.69 3227 770.69 27.27 770.66 4371 4313 Sidewalk Running Slope 4 6.00 -0.05 -1.00% 0.6%ta 6.0% 4402 SSN43.59 3227 770.7 Y\IYlU1/-uuu\Ub-urawings\ua-Plans�sOl.dwg 10/14/20216.41 PM � I -' Ip14111 IIIpIVllgllllll I J glpllllll I ° 'illllllllllll IIIVi z 1 1 IgIllllllllllllllllllll IIIIIIIII Ilp Y � a� a1 � BUS STOP ORTH »/ �EE ER NORTH 0 51 10 20 I 0 5 10 20 00+M + B 4606 po I1 PHISCALE II1 --4704 4705 GRAPHIC SCALE 4514 4513 4512 4511 4506 4508 454600 40 4510 — 4608 D) W(D) 3) V(B) rve) rv(e)— TVtB) ( 4s2 ... `B) TV(B) TV(B) TV(B) N(B) 7C _ =— tN4601 E(B} 407 4503 60OHE(8) E(B) —47TY =1VOHE(B)—=tYt (Bl — OHE( )OHE(B) 4OHE(6 4708 OH 4505 4702 4703 o....- ... — -- —...._ ------ -- _ 4700— z m a•• I � 1 a I I o \ I I — — — — 064U --i $ I I STA 562+80.00 — I I I END CRACK AND SEAT 1 I I \ I ! \ BEGINSURFACE RUNOUT 7 tit" m F y0 12"W —12"W — 12"W 12'y 12" If — f I _TE_ I I 1 LEGEND: GENERAL SIDEWALK NOTES 1. TOP OF CURB (TC) ELEVATIONS SHOWN ARE SIDEWALVJTRAIL ❑ TOP OF 112^ DROP CURB. REFER STANDARD ROAD PLAN PV-105 FOR DROP CURB AT ❑ SIDEWALKrrRAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI.220 FOR DETECTABLE WARNING AND SIDEWALKTTRAIL RAMP PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. ENGINEER ORAVMBY IOWA CITY, IOWA REVISIONS SHEET NO. TINS TMS 00% 1740 Lininger Lane, Suite 100 III BENTON STREET REHABILITATION ACCESSIBILE 191037 CHECKED BY FlELa BOOK NO. oCTOBER2D21 building Strong communities. North Liberty, 190902317 MCC L U R E' MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY c"2 A BRB FIELDBOOK STP-U-3715(669)--70-52 PAI 91037-000\06-13rawings\06 - P1ans\S01.dwg 10/14/2021 6:42 PM - - -113-10 �1 c:~^a '. t r W.,.....,.;- C) i� ENGINEER DRAWN BY IO WA CITY, IOWA TMS TMS 191037 CHECKED BY FIELD Boar No. OCTOBER 202, BRB FIELDBOOK REVISIONS 1740LiningarLane,Suite100 building Strong communities. North Liberty, lowa 52317 MCC L U RE" 9 9 319-626-9090 ENGINEERING CO. BENTONSTREETREHABILITATION MORMON TREK TO GREENWOOD DR STP-U-37151669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY S.ZS oa-lav SIDEWALK COMPLIANCE Oaknoll Drive -See S Sheets • Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications Refer to tabulation 113-01 for Did quantities. Point to Point Sidewalk Designation PCC Sidewalk 2 Distance* A Elevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Onset Elevation FT FT X Pos. or Neg. % 45170 4501 Crosswalk Cross Slope - Na Yield Condition 4.96 0.00 0.00% 0.0% to 5.0% I 4900 555+61.24 -29.96 772.85 4502 4503 Ramp Cross Slope i 5.42 0.06 1.48% 0.3%to LO% 4501 4502 555+61.26 555+48.53 •25.00 77285 -30.00 77L85 4503 4504 Ramp Cross Slope f 5.00 0.08 1.60% 0.1%ta 2.0% 4503 556t46.50 -26.00 772.93 4505 4506 Landing/turning Space f 5.00 0.08 1.6096 0.1%to 2.0% 4504 555.46.50 -30.00 773.01 4507 4508 Landing/Turning Space f 5.00 0.09 1.60% 0.1%ta 2.Q% 4505 55546{.00 -25.00 773.11 4502 4504 4504 4506 Ramp Running Slope Ramp Running Slope f 6 2.03 2.50 0.16 7.88% 0.18 7.20% 0.5%ta 6.3% 0.6%to 83% 4506 4507 SSM4.00 555H7.00 -30.00 773.19 -25.00 773.17 4503 4506 Ramp Running Slope f 2.50 0.18 720% 0.5%to R3X 4508 555t39.00 -30.00 773.25 4506 4507 landin umin Space i 5.00 0.06 1.20% 0.1%to LO% 4509 555.23.50 -24.85 773.85 4506 4502 Landing/Turning Space i 5.00 0.06 1.20% 0.1%to 2.0% 4510 555+23.50 -28.71 773.86 4509 4507 4510 4509 Match Existing Cross Slope Sidewalk Running Slope 4 { 3.87 3S.A 0.00 0.00% O.fiB 4,399k Match Existing 0.5%to 5.0% 4511 4612 555+45.78 555a40.78 -38.77 773.03 -38.76 773.11 4508 4510 Sidewalk Running Slope 4 IS.% 0.60 3.8B9G 0.5%to 5.0% 4513 S55a45.79 -43.77 773.07 4611 4512 Sidewalk Crass Slope { 5.00 0.08 L60% 0.6%to LO% 4514 555.41.74 -43.73 773.16 d513 4514 Match Existing Gross Slope 4 {.OS 0.09 2.22% Match Existin 4506 4508 4511 4512 Sidewalk Running Slope Sidewalk Running Slope 4 { 8.95 8.94 -0.16 •1.79% -0.14 -1.57% 0.5%to 5.0% OS%to 6.0% 4fi00 4601 SSS+A.19 556.73.48 •30.00 7T174 -25.00 77278 4611 4513 Sidewalk Running Slope 4 5.00 0.04 0.80% 0.5%ta 5.0% 4fi02 SSSt73.48 •30.00 772.75 4512 4514 Sidewalk Rumdtl Slope 4 5.06 0.05 0.99% OS%to 5.0% 4603 555.78.48 -25.00 773.03 4604 555478.48 -30.00 773.11 4600 4601 4W7 6602 Ramp Cross Slope Ramp Cross Slope i f 5.01 5.00 0.04 0.80% -0.03 -0.60% 0.1%ta 2.0% 0.1%ta 2.0% 4605 4606 555+83.48 565483.48 -25.00 773.09 -30.00 773.17 416D3 4604 Landing/turning Space f 5.00 0.08 L60% 0.1%to 7.0% 4fi07 566E88.48 -24.88 773.03 4605 4606 Landing/fuming Space f 5.00 0.08 1601E 0.1%to LO% 4606 655+88.18 -28.79 773.33 I600 6602 Ramp Running Slope f 0.29 0.01 3.45% OS%to 8.3% 4rx02 4604 Ramp Running Slope f 5.00 0.36 7.20% OS%to 8.3% 4W1 4603 Ramp Running Slope f 5.00 0.25 5.00% OS%to 8.3% 4603 4605 Landin (turning Space L 5.00 0.06 L20% 0.1%to 2.0% 4600 4607 4606 4E08 Landing/Turning Space Match Existing Goss Slope f { 5.00 3.91 0.06 120% 0.08 2.05% 0.1%to 2.0% Match Existing 4605 4607 Sidewalk Running Slope 4 5.00 -0.06 -1.20% 0.5%to 5.0% 4606 4608 Sidewalk Running Slope { 5.14 -0.06 -1.17% OS%to 5.0% P�\191037-000\06-Drawings\06 -Plans\SOl.dwg 10/14/2021 6:42 PM r a PJ 1. r :' rJ Ct ENcwEER D-I BY IOWA CITY, IOWA REvisioHs ' ,. .. SHEET Ho TMS TMS 1740UningerLam,Suits100 BENTONSTREETREHABILITATION ACCESSIBILE CHECKED BY HEED BOOK Ho 191037 OCTOBER 2021 MCC L U RE"' building Strong-iimunrfIeS. North Liberty,lowo 02317 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY of IOWA clTv S.26 BRB FIELDBOOK STP-U-3715(669I--70-52 TABULATIONS ENGINEERING Co. 113-1D 0418-17 SIDEWALK COMPLIANCE Benton Drive - see s sheer Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications Refer to tabulation 113-01 forbid quantities. Point to Point Sidewalk Designation PCC Sidewalk 2 Distanm• AEttvMiatE �e Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT M % DOa. or Neg % 4700 4702 4701 Ramp Cross Slope 6 4703 Wnding/iurning Space 6 6.00 6.00 $.O6 -0.05 •1-20K -1.20% 0.1%to 2.0K 0.1%to 2.0% 4700 4701 563+99.46 562+04.46 •16.50 -16.50 759.17 759.11 4704 4705 Landingfiurnin Space 6 5.00 -0.06 -1.20% 0.1%to 2.0% 0702 561+99.46 -24.90 759.34 4700 4702 Ramp Running Slope 6 8.40 0.37 2.02% 15%bi.3% 4703 562+04.46 -24.90 759.26 4701 4703 Ram pRunning Slope 6 8.40 0.17 2.02% 0.5%to8.3X 4704 561+99.46 -29.90 759.42 4702 4704 Landing/Turning Space 6 5.00 0.06 1.60% 0.1%to 2.0% 4705 S6N04.46 -29.90 759.36 4703 4705 Wnding/Turning Space 6 6.00 0.08 1.60% 0.1%[02.0% 4706 561+94.46 -24.85 759.43 4706 4707 Match Existing Cross Slope 4 3.84 0.12 3.13% Match Existin 4707 561+94.46 -28.69 759.55 4702 4704 4706 Sidewalk Running Slope 4 4707 Sidewalk Running Sbpe 4 5.00 6.14 0.09 0.13 1.80% 2.63% DS%to 5.0% 0.5%to 5.0% 4708 4709 662+09.46 662+09.46 -24.87 -28.69 769.17 769.31 4708 4709 Match Existing Cross Slope 4 3.82 0.14 3.t9% Match Existing 4703 4708 Sidewalk Running Slope 4 5.00 -0.11 -2.20% OS%to 5.0% A00 561.99.46 -11.00 758.93 4705 4709 Sidewal Running Slope 4 5.14 -0.05 -0.97% 0.5%to S.O% A01 562 a04.46 -51.00 758.75 4800 A01 Crosswai Goss Slope - No Yield Condition 5.00 -D.OH -S.W% 0.0%b5.0% A02 AQi 561+99.46 562+04.46 0.00 0.00 769.07 758.99 4802 4803 Crosswalk Goss Slope - No Yield Condition 5.00 -O.tM -1.60% !0%bS.OK 4804 561+99.46 11.00 75879 4854 4805 Crosswalk Goss Slope - No Yield Condition 5.00 -0.08 -1.Wlk 101k b 5.0% 4805 662+04.46 11.00 758.71 4806 561.99.46 18.85 758.40 4806 4807 Ramp Cross Slope 6 5.35 0.07 1.31% 0.1%b2.0% 4807 562+04.46 16.99 758.47 4806 4808 Ram Cross Slope 6 5.00 0,08 140% D.1%b2.OK 4808 562+04.46 18.85 758.48 4909 4811 4810 Landing/ruming Space 6 Al2 Landing/Turning Space 6 5.00 5.00 0.07 0.07 1.40% 1.4096 0.1%b2.0% 0.1%b2.0% 4809 4810 561+99.46 562.04.46 26.92 26.92 758.46 758.53 48D6 4809 Ramp Running Slope 6 8.08 0.06 0.74% 0.5%to 9.3% 4811 561+99.46 31.92 758.52 4807 ItOt Ramp Running slope 6 1.86 0.01 Q54% 0.5%to 8.3% 4812 562+04.A 3Ll2 756.69 1808 ASO Ramp Running Slope 6 8.08 D.05 0.62% 0.5%to 8.3% 4813 561+91.31 26.l5 757.80 Igo! A30 All Landing/turning Space 6 Al2 Landing/Turning Space 6 6.00 SAD 0.06 O.Ofi 1.i0% 1.20% 0.1%[02.0% 0.1%to 2.0% AlI A15 561+69.40 561+91.31 3Ll2 3Ll2 767.72 757.96 A13 A14 Ramp Cross Slope 6 5.37 -O.CB -1.49% 0.7%[02.0% A16 S62+19.46 2693 75H.34 Ali A1S Ramp Cross Slope 6 SAD 0.06 1.20X 0.1%to 2.0% A17 562.19.46 3L93 75d42 A13 AO! Ramp Running Sbpe f 0.16 0.66 8.09% 0.5%bt.3% A18 562+3I.46 2693 758.15 All Alt Ramp Running Slope 6 1.91 0.14 7.33% 0.5%to t.3% A19 562+34.46 3L93 758.23 A35 A11 Ramp Running Slope t 8.15 0.66 8.10% 0.5%tD 8.3% A20 561a91.50 4122 757.33 A16 Alt A17 Sidewalk Cross Slope 4 A19 Sidewalk Cross Slope 4 5.00 5.00 0.08 0.08 1.61YY 1.607b 0.5% to 2.0% DS%to 2.0% A21 A2Z 561+96.50 561+91.46 49.22 49.22 757.39 757.26 A30 A16 Sidewalk Running Slope 4 15.00 -019 -1.27% 0.5%[o S.OK 4823 561a95.46 49.22 757.30 I812 A17 Sidewalk Running slope 4 15.00 -0.11 -1.13% !S%b5.0X A16 4818 Sidewalk Running Slope _ 4 4819 Sidewalk Running Slope 4 4821 Landingruming Space 6 15.00 -0.19 -L27% OS%bS.OK 4900 S61a70.40 31.12 758.63 A17 A20 15.00 5.00 -0.19 0.06 -1.27% 1.20% 0.5%to 5.0% 0.1%to 2.0% 4901 4902 S6U70.4S 561.51.33 26.92 3L92 758.73 758.69 A22 4823 Match Existing Goss Slope 6 4.00 0.04 1.017% Match Existing 4903 567+49.42 26.92 758.66 All A32 4820 Ramp Running Slope 6 A21 Ramp Running Slope, 6 14.65 14.65 -1.19 -1.20 -8.12% -8.19% 0.5%to 8.3% 0.5%to 8.3% 4904 4905 561+49.42 561.4L42 3L92 2692 758.7a 758.74 A20 4822 Landing/1'urning Space 6 5.00 -0.07 -1.40% 0.1%to 2.0% 4906 561.44.42 31.92 758.82 A21 A23 Landin uming Space 6 5.11 -0.09 -1.76% 0.3%to 2.0% 4907 561+39.42 26.92 758.80 4908 S6H39.[2 31.92 758.t6 4900 4901 Crosswalk CrossSbpe- Yield Condition 5.00 0.10 2.00% !0%to 2.0% 4909 4930 561+24.42 Sfi1+21.42 26.92 31l2 759.16 75A26 4902 4903 Ramp Cross Slope 6 5.37 0.07 1.3036 !1%to 2.0% 4903 4904 Ramp Cross Slope 6 6.00 O.Ot 1.601k 0.1X b 2.0% 4905 4906 Landingjiuming Space 6 5.00 0.08 1.60lF 0.1% W 2.0l6 1907 4908 landing/Turning Space 6 5.00 0.08 1.60% 0.1%b2.0% 4909 4910 Sidewalk Goss Slope 4 5.00 0.08 1.fi0% 0.5%to 2.0% 4903 4902 4905 Ramp Running Slope 6 4904 Ramp Running Slope 6 5.00 1.91 0.08 0.15 1.60% 7.95% 0.5%to 6.3% 0.5%bi.3% 4904 4906 Ramp Running Slope 6 5.00 0.08 S.B036 0.5%[08.3% 4906 4907 landing/Turning Space 6 5.00 0.06 1.30X 0.1%b2.0% 4906 4908 landin urnin Space 6 5.00 DO6 1.20% !1%b2.0% 4907 1908 4909 Sidewa! Running Slope 4 4910 Sdewal Running slope a 15.00 15.00 0.38 0.38 2.53% 2.53% !S%b S.0% 0S P!\191037-000\Ob-Drawings\Ob -Plans\SOl.dwg 10/14/2021 6:42 PM EXISTING 12" WATER MAIN EXISTING 12" WATER MAIN VALVE ,f REMOVE PLUG ICAP "3— 5-FT -# EXISTING VALVE CONNECT 12" WATER MAIN TO EXISTING 12' GATE VALVE 12" WATER MAIN --35-FT PROPOSED NOTE: CONTRACTOR SHALL PRESSURE TEST 35-FT STUB PRIOR TO CONNECTION. CONNECTION DETAIL #1 NOT TO SCALE 6- IAIN 6" GATE VALVE 2) GENERAL REMOVAL NOTES: 1. REMOVE ALL PIPING BETWEEN REMOVED FITTINGS. 2. REMOVE EXISTING 6"112" WATER MAIN AS NECESSARY FOR INSTALLATION OF 12" WATER MAIN. EXISTING 6" WATER MAIN REMOVE PORTION OF 6" WATER MAIN AS NECESSARY TO INSTALL NEW 12" WATER MAIN EXISTING 6" WATER MAIN EXISTING FIRE HYDRANT, REFER TO O SHEET U.02 FOR TYPICAL HYDRANT AND VALVE ASSEMBLY DETAIL ABANDONED 6" WATER MAIN PLUG AND 12"x6" MJ TEE ABANDON IN -PLACE 6"GATE VALVE 2" GATE VALVE Ly 12"GATE VALVE VATER 2" WATER 12" WATER 12" WATER WAIN MAIN MAIN MAIN 12" ANCHOR TEE GATE VALVE EXISTING 6" WATER MAIN WEST SIDE OF WEEBER ST EAST SIDE OF WEEBER ST PROPOSED CONNECTION DETAIL #2 NOT TO SCALE REMOVE 6" - III BEND EXISTING 6" WATER MAIN EXIS17Nf. � wATCT= 4s� EXISTING EXISTING n- EXISTING 6" WAFER MAIN WATER MAIN REMOVE 6" WATER MAIN REMOVE 6" GATE VALVE TO EXISTING SW TEE (TYR OF 2) REMOVE FIRE HYDRANT EXISTING 6" WATER MAIN REMOVE 6"X6" TEE — EXISTING ABANDONED 6" ABANDUNED b WATER MAIN WATER MAIN PLUG AND ABANDON IN -PLACE 12" ANCHOR TEE 12" WATER MAIN 12" GATE VALVE 12" WATER MAIN 12" GATE VALVE FIRE HYDRANT, REFER TO SHEET U.02 FOR r"T TYPICAL HYDRANT AND VALVE ASSEMBLY DETAIL PROPOSED CONNECTION DETAIL #3 . NOT TO SCALE WATER MAIN REMOVE6"1VE REMOVE 6" WATER MAIN TO GATE VALVE EXISDN REMOVE 6 ro'tq F:KISTING 6 WATER kGaIN REMOVE 6"X6"TEE wA TEY MAIN REMOVE FIRE HYDRANT REMOVE 6" GATE VALVE EXISTING WATER MAIN EXISTING 12"x6" MJ TEE EXISTING _... 12'x6" MJ TEE 12" GATE VALVE rN CONNECT TO EXISTING 6" GATE VALVE 12" WATER MAIN 12" WATER MAIN 12" WATER MAIN 12' WATER MAIN 6" WATER MAIN CONNECT TO EXISTING 6" WATER MAIN ABANDONED 6" EXISTING 6" WATER MAIN ____ WATER MAIN FIRE HYDRANT, REFER TO SHEET U.02 FOR 6" GATE VALVE PLUG AND ABANDON FUTURE WATER MAIN EXTENSION DETAIL PLUG AND ABANDON IN -PLACE 6" GATE VALVE ABANOONED 6' 'f� IN -PLACE 6"x6" MJ TEE ABANDONED 6- V ABANDONED 6" WATER MAIN WATER MAIN WATER MAIN PLUG AND ABANDON IN -PLACE 6" GATE VALVE 6" GATE VALVE CONNECT TO EXISTING 6" WATER MAIN PLUG AND ABANDON INILACE CONNECT TO EXISTING 6" WATER MAIN 12" GATE VALVE PROPOSED EXISTING 6' 1Y EXISTING 6" PROPOSED WATER MAIN WATER 0 � WATER MAIN MAIN— / NOTE: USE FITTINGS AS REQUIRED TO CONNECT TO EXISTING 6' WATER MAIN. 12 CAP 12"X6"MJ TEE PROPOSED 12" GATE VALVE 40-FT OF 12" WATER MAIN 12" ANCHOR TEE CONNECTION DETAIL #4 CONNECTION DETAIL #5 CONNECTION DETAIL #6 NOT TO SCALE NOT TO SCALE NOT TO SCALE ENOINEEB Down Br IOWA CITY, IOWA BEWSIo s SHEET No. AMP KJC II f ^'�"_- 1360 NW 121st Street BENTON STREET REHABILITATION BENTON STREET CHECKED BY 191037 NEW BOOK NO. °cTOBER 2021 MCC L U R E,.. J 1— 50325 bUIIC�In StTOIT .)Illlt„v ?ITi-��. EJIVe,9641229 9 9 5t5-96a-t n9 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY II I"O 1 �J BRB FIELDBOOK iax 515-964-2370 STP-U-3715(669)--70-52 DETAILS Er1G:NEERi'iG C=', ,I 91037-000\06-Drawings\06 - Plans\UO1.dwg 10/14/2021 6:42 PM HYERANT STCRZ PUMPC: 3'-3' RADIAL NOZZ_E CLEAR -1 SPACE £ I : 1 IJ. I _. TRLN'_H I I z BACK: -ILL-. -RACER WIRE BPCKF=LL WITH C_EAN 2-1/2` ! 1 H(11 OTNG CRUS-i=C STOVE TO 18' ABOVE I ` If,iMEGO� L�G BOTTCM OF HYDRANT BASE 1 ! SM TD I - CONCRETE 3_OCK AS REO'D �IRACE-i WIRE TERMINAL. BUX PLAC= BE WELN HYDItANI AND HYCRANI VA_VE. IN CIINCRFTFF FI AF.F V FR'IP H-)RANT, IN GRASS, TARF 7n BARRFI WITH 2X4 SCRAP OF WOOD TNSTAIA FD EFTWFFN 37X AND BARR-L TO ENSURE METALS CC NOT TOUCH VALVE 30x AN) -6' GATE VALVE MAIN FINA_ .TRENCH r—GRACE I - I S"..I=E _0 MAIN TRA-ING WIRE OR -Is J SET ADCII CNAL GROUND ROD E -WATFR MAIN TFRUST -� � BLO=K ECNCRETE ANCHOR OR SWIVEL TEE URUUND RUJ k BLOCK LSLILIE CUNCRL E BLOCK TYPICAL HYDRANT AND VALVE ASSEMBLY NOT TO SCALE WIRE CONNECTING GROUN3 ROP 10 TIRMINAI HOX IS A SEPARATE WIRE FROM rHE WIRE -0 THE HYDRANT RUN EXISTING WATER EXST:NG LDOATE REVISED 012320 C EX -END TRACER WIRE UP FIRE HYDRANT BARREL TO NTERNAL TERMINALS OF TRACER MR= TERMINAL BOX AND THEN COY.T: TO GROJNC ROD. -LAMP TRACER WIRE TO GROUN3 ROD .AT SYSTEM TERMINAR'.)N POINTS. "ACL GRGL.NU ROOS 8"-lC' AWAY IROM PIPL AN3 IN CON -ACT 'W-H NAVE SOIL. UADLE"'vE TRM'NA-. BCX ATVEL BAFRELJ11I HYDRANT VALVLND ROD FVDRANT TEE N_W WAfF:7 MAtN 30 N0T RUN WIREJP `JAI'A ROX POSSIBLL SPLICL ���. `v�l L.r 17APE WRE AT M DPONT OF EACH PIPE LENGTF CIRS G WCAr 6PLICE� NOT_: ADDITIONA- TRACER WIRE DET.V_S VAY EE FOUND ON FIGURIS 5010.1C.3-531;XhIz,. 01MSED 0%aw TRACER WIRE INSTALLATION w/ EXISTING LOCATE WIRE NOT TO SCALE PLUG OR CAP -- MINIMUM 20' OF PIPE AFTER -- VALVE FOR FUTURE EXTEND TRACER WIRE — TO END OF PIPE SOLID CONCRETE BLOCK HOLDING SPOOL OR - MEGA LUG — GROUND ROD (IN CONTACT '�— WITH NATIVE SOIL) HOLDING SPOOL OR MEGALUG TRACER WIRE TERMINAL BOX PLACE BETWEEN HYDRANT AND HYDRANT VALVE. IN CONCRETE: PLACE I'FROM HYDRANT. IN GRASS: TAPE TO HYDRANT BARREL WITH 2X4 SCRAP OF WOOD INSTALLED BETWEEN BOX AND BARREL TO ENSURE METALS DO NOT TOUCH. THRUSTBLOCK / ` jjkS —REDJ - SOLI° CONCRETE BLOCK \\ SWIVEL OR -/ \ �- HYDRANT ANCHOR TEE ` 4.5- FOR MAIN SMALLER THAN 12' 5.25' FOR rT AND LARGER MAIN EXTEND TRACER WIRE �� GROUND ROD (IN CONTACT WITH NATIVE SOIL) TO END OF PIPE `-- SOLID CONCRETE BLOCK RcvinEo .InR1e FUTURE WATER MAIN EXTENSION NOT TO SCALE TRACER WIRE INSTALLATION SERVICE SIZE 4" OR LARGER WITH EXISTING LOCATE WIRE NOT TO SCALE REVISED 05/2023 C: g. _ M 7+ ENGINEER PRAWN RY IOWA CITY,IOWA REVISIONS SHEET No AMP K1C 79t037 - "� 7360Nw 121:t5rroor III% BENTON STREET REHABILITATION BENTON STREET building strop communities. Clive, Iowa 50325 9 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY CHECKED Rx penRJC No. °"°BER2Dz, _ MSC L U RE U.02 BRB FIELDBOOK fax51596a2370 STP-U-3715(669)--70-52 DETAILS i1037-000\06-Drawings\06 - Plans\UOI,dwg 10/14/2021 6:42 PM TYPEe T.o-pl.c. ford —ti q Fran« Hots Sim and pa bq of "and flag. TYPE �Y -Y' T.o-plot. R..d m.iN .Rh bdl-do.O — Q cO Not.l.: %AID .F.0 MM.nMa�.d MFV..%M MA.r.v7n. Y } Ydia. vR © R+a yq�h . pottan and hvt V. moy �OM-T� �C°" NNNnum a. --Id pI khd.. .. m ®i�eR.:R O Q .rN.o+.na..omo.Y •r wn «R...ra Na drh.aa u..%Y 10 O If Iron. h r.wr.e1. b. ett.m.d I. p. m• a Q� �r .wcw a dr1l I— 1t' a me anol.. a r„ «• •• Y� r % qually Epo-d and k—�•Fc. caRua=.,R manR mR.Ecr.r 0 �' ', ✓' Q f yeNR.d, I—V Wt d..n R.me aM over ;. w'»o�nnan bRiNE.A1 V / .Nh l.d 1I' x 2Ji .talnln..t..l h.v hood, r.cee..dc� xr n. S.ar..4 .. II .aa.; .n.h.n, and nLDa gmk.l Bela ffeta yelp / ,l �� ; _ -- COQIETE CO1lA0.FW RFFS,I'NU 9Y4lA.. T RY- S W.IIa.uRtA.4RY w Ia.RIFY.. it h' Anchor Bdl Nd. Q) Flag. (tlp.) I.cn w.. us PLAN rREFoxca.ax 9YC-Eoor cc, pF �UR1pR12ED BY CRY EvmNEER'r np bM DmY — G.W �28' Ilt.� 11/i ,r .r.eoaoe.. S.d 17=11-- cavcwE,E caR.iw FOR �.f. ,RFn,rw,w.v 1r 1 F� 2P mK F o-'r'"° raE[aoRrtlxewR.c rRF rosmucnRE corR.Ecncv 35 2JaiNn. rRF ro ssE mneH:roR - O..Y FOR RE..GRE�D alRrnere eRa FrE Im:,at TYPICAL SECTION FIGURE 6010.601 FIGURE 4020.211 CASTINGS FOR SANITARY SEWER MANHOLES STORM SEWER PIPE CONNECTIONS NOT TO SCALE NOT TO SCALE mm rME ♦i ROY. 11-0- tlo....9. t—pi- %w a Fran. " F ma >aiq a W ane .vqn Mf ,� O c.�nac Ragnr pait� m. tat .tAs ncy I0 eYr OF 10. m.mMoe.dn. C Gil/ '�0R1C9 D� .0 Dt PLAN AMa Ron R.Y � rlsryo (OE.) PLAN r' aw ttK \T «. 1 11K 4' m« 24- mn 2r ,.:. TYPICAL SECTI011 TYPICAL SECTION FIGURE 6010,602 N :r? U J ^Y 3 '1 _ 1 ' Z CASTINGS FOR STORM SEWER MANHOLES NOT TO SCALE ENGINEER DMwN er IOWA CITY, IOWA ' , T AMP KJC 191037 I'I� 1360 NW 121 st Street BENTON STREET REHABILITATION BENTON STREET building stron-lmunities CII�e, Iowa 50325 cNECREo er RRntbacRo. OCTOBER 2021 9 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY -03 C D C 515-964-1229 BRB FIELDBOOK R E . f-515-964-2370 STP-U-3715(669)--70-52 DETAILS ERING C 12"ST(C) 12"5TJ y - I _ — TE _ — ...— _ _ TE ai I ( BEGIN COMBINED RETAINING WALL - SIDEWALK — Ti — -- ` — — TE D) C(D) STA 542-49.66 �_ " NOTE: REFER _------' TO STANDARD ROAD PLAN 111321 FOR - - I C(D)(D) i _ —T_ C(D) — ADDITIONAL DETAILS REGARDING TYPE A AND TYPE B WALLS. _ _ - - ` � W € ., I _ — — W I ., - ----- - - - - - - - - -- " -- .... , .. ENDTYPEAWALL-� - BEGIN TYPE B WALL-- / END TYPE B WALL — if — I .. TA 343+49.05 �- -- '� ' / / BEGIN TYPE A WALL; END COMBIN ,543+00 ._ - _ .. _- - 0 i TA su.o9 �. DED AINING� E( _ _ _ _ _ _ TAL544 1ALK 1f ` ti _ - _ - - _ _ _ .r �o 6Y8)c(D) �_. lai D) 0_ _ - OHE B) _ OHE(B) OHEOHE(B) C(D) 2 C(D) c(D) c(D) C cor(c) n� _12sr(ci 2"srC)12"sr(c) _ 543+00 544+00: W. BENTON ST. w-r I / ZY � G(B) 6(B) G(S) G(B) C(e) D(B) C(e) G( � G( G(B) C(B) — - _- _ �. ...... ..--. ^ B) G(B) Q(B) C d I II II IIhII,� G(S) G(B) D(B) to D(B) r A ��, 1.. _/ t: W:" 12 �C` -�_ - I 11 -; 12 * , - — 1_ Wk,_-__ 12 W(C) _ P 12''M(c) 12 ) III �. I -- C( c_D) - -- D) =ROTS c(D) c(D) C(D) ct) ---- �. _ = ROW - - RDR' - - R 1�1 - - R�1r' - - - cro) C(D) C(D) ow , _ �/ .� NORTH - - ----�i`----- - n 0 0 10 20 40 _ � c Bl• � C v GRAPHIC SCALE NOTE: BOTTI M OF WALL EL ATION SHOWI AS TOP OF SIDE WALK BE MEN WALL ELEVATION HERE SIDEWAL ( MEETS THE R AINING WALL.: r^+ STA 542+W. REFER TO S NDARD ROAD LAN MI-221 FO MORE DETM . - 760 TOP WALL -756.63 760 STA-543+ZAS END TYPE A WALL ..- 1 C5 755 TOP WALL •75600 BEGIN TYPE B WALL STA= - STA=543+49.05 TOP WALL ELEV = 752.55 . 9.05 TSS T. WALL -�W STA- _ 1 i'Y Tv - TOP WALL I .05 LE V - 750.74 END TYPE I WALL BEGIN TYP E A WAL 750 TOPW ELEV-740.75;, T T STA- 2l.05 ` TA -SW+ .05 END WALL ,Ij i. WALL E - 751.06 STA • +49.05 TOP WALL • 746.77 6TA -544+41111 26 . WALL ELIE -7W.SS TOP WALLE -T45.62 1 TA • .95 �_4 745 T. WALL - 74M 745 WALL-746.74 STA. .OS TA - 5W+29. BOT. WALL E - 744.77 TA - 544-446 BOT. WALL • 743.62 740 SOT. WALL LEV • 745.75 _ 740 ri _ 50 -- 544+00 544''+50 542+50 Er+oiHEE. wvma IowA crn, IowA TM$ TMS 91D37 III vaD ❑non Lane, Sere too i ger BENTON STREET REHABILITATION COMBINED RETAINING wer Ho. e rE o 1UNE 2021 MCC L U R E ' building strong Nonh Liberty Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR WALL - SIDEWALK PROFILE CITY OF IOWA CITY "•01 BRB BRB FIELDBOOK _DBO STP-U-3715(669)--70-52 PLAN AND -.I - Kiwi -vw 0V ra ngs\V - Hans\V.V I.Cwg 81-1 21 4. Vsr Prepared by: Jason Reichart, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5416 Resolution No. 21-290 Resolution setting a public hearing on December 14, 2021 on project manual and estimate of cost for the construction of the Benton Street Rehabilitation 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 Benton Street Rehabilitation Project account #S3947. 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 14th day of December 2021, at 6:00 p.m. in the Assembly Room at The Center, 28 S Linn Street, 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. If City Council does not meet in person due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. 3. 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. 4. 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 30th day of November , 2021 Mayor Approved by Attest: City tlerk City Attorne s Ice (Sara Greenwood-Hektoen - 11/23/21) Resolution No. 21-290 Page 2 It was moved by Weiner adopted, and upon roll call there were: Ayes: and seconded by Nays: salih the Resolution be Absent: Bergus Mims Salih Taylor Teague Thomas Weiner CITY CLERK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA 522401825 State of Wisconsin County of Brown, ss.: O oa PRESS -CITIZEN MEDIA PART OF THE USA TODAY NETWORK This is not an invoice # of Affidavits1 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 tha 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: 0005028415 12/6/21 12/06/2021 $39.14 Copy of Advertisement Exhibit "A" Subscribed and sworn to before me by said affiant this 6 day of December, 2021 Notary Public — 17 931--- Commission expires 77 „a KATNLEEN ALLDN Notary Public State of Wisconsin =E OF PUBLIC HEARING E OF PUBLIC HEARING ROJECT MANUAL AND IN COST FOR THE EET 311-ITATION PROJECT IN ITY OF IOWA CITY, IOWA .L TAXPAYERS OF THE OF IOWA CITY, IOWA, 1-0 OTHER INTERESTED )NS: notice is hereby given that ty Council of the City of _ity, Iowa, will conduct a hearing on the Project I, including the plans, rations, contract, and led cost for the construction Benton Street Rehabilitation I in said city at 6:00 P.M. on S. Linn Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. If City Council does not meet in person due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. This project includes a crack and seat of the existing pavement with a Hot Mix Asphalt (HMA) overlay, ADA sidewalk improvements, and traffic and pedestrian signal improvements at the Benton and Sunset intersection. This project also includes water main and storm sewer improvements and is located in the City of Iowa City from Greenwood Drive to Mormon Trek Boulevard. Said Plans and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356.5043 or emailing kellie-fruehling@iowa-city.org. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said Plans or the cost of making said improvement. This nottce is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. Kellie K. Fruehling, City Clerk P� a "-qo N Prepared by: Melissa Clow, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5413 Resolution No. 21'311 Resolution approving project manual and estimate of cost for the construction of the Benton Street Rehabilitation Project [STP-U- 3715(669)--70-52], establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above - named project was published as required by law, and the hearing thereon held; and Whereas, this project will be bid by the Iowa Department of Transportation (DOT); and Whereas, bids will be accepted on January 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 Benton Street Rehabilitation Project account #S3947 Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual and estimate of cost for the above -named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above - named project shall be in the 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 January, 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 Assembly Room at The Center, 28 S Linn Street, Iowa City, Iowa, at 6:00 p.m. on the 1st day of February, 2022, or at a special meeting called for that purpose. 5. If City Council does not meet in person due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. U Resolution No. 21-311 Page 2 Passed and approved this 14th day of December , 2021. Ma or Attest: City Clerk Approve/d G . City Attorney' Office (Sara Greenwood Hektoen — 12/06/2021) It was moved by Thomas and seconded by Mims the Resolution be adopted, and upon roll call there were: Ayes: x Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner DAILY NOTICE TO BIDDERS construction update 1'�iUVVADOT Contracts and Specifications Bureau NOTICE TO BIDDERS --- December 21, 2021 Contracts and Specifications Bureau 800 Lincoln Way — Ames, IA 50010 Phone: 515-239-1414 FAX: 515-239-1325 E-mail address: dot.contracts@iowadot.us STATE OF IOWA - Sealed bids will be received by the Iowa Department of Transportation (DOT), Contracts and Specifications Bureau, 800 Lincoln Way, Ames, Iowa 50010 on January 19, 2022 at 10:00 A.M. CDT for various items of construction and maintenance work. Plans, specifications and proposal forms for the work may be seen at the Contracts and Specifications Bureau until noon on the day previous to the letting. A listing of projects open for bids and details for each project will be available to potential bidders and suppliers three weeks prior to the letting date at www.bidx.com/ia/main or www.iowadot.-gov or by calling the Contracts and Specifications Bureau at 515-239-1414. The Iowa DOT uses the Bid Express website — www.bidx.com - as the official repository for bid submittal. The Iowa DOT will ensure this repository is available for a two-hour period prior to the deadline for submission of bids. If there is an interruption of the bid submittal system, or for other reasons as necessary, the Iowa DOT may delay the deadline for bid submissions to allow potential bidders to submit bids. Instructions will be communicated to potential bidders via the Bid Express agency notifications page. The official bid submission deadline is the cut-off date and time listed on Bid Express for a given letting. Opening and reading of the bids will be performed by the Contracts and Specifications Bureau one half hour after the bid deadline on the day bids are to be received, unless otherwise specified by the Iowa DOT. Unless otherwise specified, a bidder shall submit a proposal as per Article 1102.09 of the Standard Specifications. Proposals received after the bid deadline will not be read. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa DOT reserves the right to waive technicalities and reject any or all bids. Unless otherwise specified, a bidder must submit a proposal guaranty/bid bond with each bid as per Article 1102.11 of the Standard Specifications. Per Iowa Code section 423.3 (80), the contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies and equipment used in the performance of the construction contract. Failure to execute a contract and file an acceptable performance bond and certificate of insurance within 30 days of the approval date for awarding the contract will be just and sufficient cause for the denial of the award and forfeiture of the proposal guaranty. The Iowa DOT (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On federal -aid projects, where disadvantaged business enterprise (DBE) goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without DBE goals, the contractor must show that affirmative action has been made to seek out and consider DBEs as potential subcontractors. Some projects may be listed in multiple proposals (as an individual project or part of a combined package of projects). The contracting authority will determine which combination of proposals produce the lowest bid for these projects. Minimum wage rates for all federal -aid projects have been predetermined by the U.S. Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the federal -aid highway system. All federal -aid projects are subject to the Contract Work Hours Standards Act, as amended (title I of Pub. L. 87-581, Aug. 13, 1962, 75 Stat.357) and implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within Iowa, and also, a resident bidder shall be allowed a preference against a nonresident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no federal funds involved. *Quantities for Items bid as Alternates are overstated. See Proposal* BID ORDER NUMBER: 108 PROPOSAL ID: 52-3715-669 COUNTY: JOHNSON WORK TYPE: PCC PAVEMENT - REPLACE DBE GOAL: 4.0% LATE START DATE: 2022/05/23 WORKING DAYS: 100 GUARANTY: . 1150,000.00 PROJECTS INCLUDED: STP-U-3715(669)--70-52 ROUTE: BENTON ST. In the city of Iowa City, On Benton Street, from Mormon Trek Boulevard East to Greenwood Drive 1.00 EACH APRONS 260.70 TON ASPHALT BINDER 97.80 UNITS CLEARING & GRUBBING 1.00 LUMP SUM CONSTRUCTION SURVEY 19,060.00 SQUARE YARD CRACKING & SEATING OF PVMNT 211.00 LINEAR FOOT CURB & GUTTER P.C.C. 722.70 SQUARE YARD DRIVES, P.C.C. 601.00 CUBIC YARD EXCAVATION CLASS 13 3,908.70 TON HOT MIX ASPHALT 17.00 EACH INTAKES & MANHOLES/UTILITY ACCESS 535.50 CUBIC YARD MODIFIED SUBBASE 0.60 ACRE MULCHING 13.00 EACH PATCHES BY COUNT 821.00 SQUARE YARD PATCHES, FULL -DEPTH 346.80 STATION PAVEMENT MARKINGS 161.30 SQUARE YARD PAVEMENT SCARIFICATION 2,979.70 SQUARE YARD PAVEMENT, P.C.C. 275.00 LINEAR FOOT POSTS, METAL, FOR SIGNS 5,853.90 SQUARE YARD REMOVAL OF PVMNT/DRIVES/SDWK 40.80 CUBIC YARD RETAINING WALL 26.00 LINEAR FOOT SEWER SANITARY 242.00 LINEAR FOOT SEWER, STORM 7.00 STATION SHOULDER FINISHING 2,017.61 SQUARE YARD SIDEWALK, P.C.C. 97.60 SQUARE FOOT SIGNS, TYPE A 0.60 ACRE STABILIZING CROP, SEED & FERT. 1.00 EACH TEMP. TRAFFIC SIGNALS 645.00 CUBIC YARD TOPSOIL, STRIP/SALVAGE/SPREAD 1.00 LUMP SUM TRAFFIC SIGNALIZATION 2,000.00 LINEAR FOOT WATER MAIN Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Monday, January 3, 2022 11:35 AM To: Ashley Platz Subject: FW: Confirmation of Notice To Bidders RE: POST Notice to Bidders - Benton Street - POST 12-28-21 A RISK See below Cindy From: Julie Knudson Sent: Wednesday, December 29, 2021 1:31 PM To: Ashley Platz <Ashley-Platz @iowa-city.org> Cc: Cindy Adams <CAdams@mbi.build> Subject: FW: Confirmation of Notice To Bidders RE: POST Notice to Bidders - Benton Street - POST 12-28-21 Julie Knudson - Project Information Specialist Construction Update powered by ConstructConnect 221 Park Street Des Moines, IA 50309 (P) 712/276-3681 Or: (P) 515/288-8904 (e) cuhelp@MBI.Build (w) https://MBl.Build (w) https://IowaConstructionUpdate.com (w) www.iowabiddate.com Stayo +l L` MBI.`l, B!o connected�) f q_..0011r.A�V4 construction CL update rest mo ony comprehensive * . < �s,st►�xti�► nid aa�e fir+ IowaBidDatexom 60, C, Prepared by: Melissa Clow, Special Projects Administrator, 410 E. Washington St., Iowa City, IA 52240, (319)356-5413 Resolution No. 22-21 Resolution rejecting all bids received on January 19, 2022 for the Benton Street Rehabilitation Project [STP-U-3715(669)-70-52]. Whereas, one bid was received on January 19, 2022 by the Iowa Department of Transportation (DOT) for the Benton Street Rehabilitation Project; and Whereas, the bid received exceeded the Engineer's Estimate by more than 41 %; and Whereas, the Department of Public Works recommends that Council reject the bid; and Whereas, funds for this project are available in the Benton Street Rehabilitation Project, account #53947. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. All bids received by the Iowa DOT on January 19, 2022 for the Benton Street Rehabilitation Project are rejected. Passed and approved this 1st day of February 2022 C Ma o Approved by Attest: i. 1 J C City blerk City Attor y's Office (Sara Greenwood Hektoen—1/27/22) It was moved by Weiner adopted, and upon roll call there were: Ayes: and seconded by Taylor the Resolution be Nays: Absent: X Alter X Bergus X Harmsen X Taylor X Teague X Thomas X Weiner ENGINEER'S ESTIMATE April 5, 2022 City Clerk City of Iowa City, Iowa Re: Benton Street Rehabilitation Project Dear City Clerk: The engineer's estimate of probable construction cost for the Benton Street Rehabilitation Project is $4,200,000. Sincerely, Scott Scott Sovers, P.E. Assistant City Engineer r Q O p N Z N U j V' CV Z L? U� LL N .p W C M 2� 2� / N Z W< G W 1 U U CL 3 0 U Q 3 0 U. O r�1 LJ IOWA DEPARTMENT OF TRANSPORTATION PROJECT NUMBER PLANNING, PROGRAMMING AND MODAL DIVISION STP-U-37151669i--70-52 URBAN ROAD SYSTEM R.O.W. PROJECT NUMBER NA PROJECT IDENTIFICATION NUA Pill 2; 59 BENTON STREET NA FROM MORMON TREK BOULEVARD EAST TO GREENWOOD DRIVE IOWA CITY, IOWA STP-U-3715(669)--70-52 PCC PAVEMENT WITH HMA RESURFACING VICINITY MAP Illilllll IIIIIIIIII IOWA CITY, IOWA illllllllllllll Illllllllllllr a 0 No tooD � 2M GRAPHIC SCALE I owa= ONE CALLSM 1-800-292-8989 www.iowaonecall.com --� p.r...L.t IOWA STATE MAP Refer to the Proposal Form for list of applicable specifications. For list of Standard Road Plans refer to C sheets. Refer to sheet A.02 for list of utility contacts. STORM WATER PERMIT This project is covered by the Iowa Department of Natural Resources NPDES General Permit No. 2. The contractor shall carry out the terms and conditions of General Permit No. 2 and the storm water pollution prevention plan which is a part of these contract documents. Refer to Section 2602 of the Standard Specifications for additional information. IOWA CITY A UNESCO CITY OF LITERATURE I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. PROFESS IONq/ =ho f~c-03/10/2022 ALEX M n ALEX M PO TER, PE NO. 23759 POTTER MY LICENS RENEWAL DATE IS DECEMBER 31, 2023 23759 PAGES OR SHEETS COVERED BY THIS SEAL: MWM.01 - MWM.06, U.01 - U.03 149 INDEX OF SHEETS 1 o-+a-os No. Description A.01 TITLE SHEET A02 GENERAL LEGEND A.03-A.04 OVERALL PROJECT LAYOUT B.01 - 8.03 TYPICAL SECTIONS AND DETAILS C.01 • C.19 QUANTITIES AND REFERENCE NOTES D.01 -13 4 BENTON STREET PLANS E.01 - E.08 SIDE ROAD PLAN AND PROFILE G.01 - G.04 REFERENCE TIES AND BENCHMARKS H.01 - H.03 BENTON STREET RIGHT OF WAY 10, -J.10 TRAFFIC CONTROL PLAN - L.20 INTERSECTION DETAILS M:01 01 • M.O6 STORM SEWER PLAN AND PROFILES MSA.01 SANITARY SEWER PLAN AND PROFILES MWM.01 • MWM.06 BENTON STREET WATER MAIN N.01 - N.20 STRIPING, SIGNING, AND SIGNAL PLANS RC.01 SEDIMENT CONTROL SWPPP S.01 -S.26 ACCESSIBLE RAMP DETAILS U.Oi - U.03 DETAIL SHEETS V.01 I COMBINED RETAINING WALL -SIDEWALK PLAN AND PROFILE MILEAGE SUMMARY +05-+ 09.27-94 DIV. LOCATION LIN. FT. MILES 1 BENTON STREET -STA 502+02.20 TO STA 563+303 6,127.8 1.16 TOTAL 6,127.8 1.16 CITY OF IOWA CITY, IOWA ACCEPTED FOR LETTING ENGINEER DATE 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 OF STATE OF IOWA. TTHE O PROF ESS IpN,q( G BRYAN R /LLAAW,jS �/lei // rte03/10/2022 BRYAN BENJAMIN, PE NO. 22627 BENJAMIN MY LICENSE RENEWAL DATE IS DECEMBER 31, 2022 22627 41 49 PAGES OR SHEETS COVERED BY THIS SEAL: IOWP ALL PAGES (EXCEPT MWM.01 - MWM.06. U.01 (EXCEPT ALL N SHEETS) B1GIIl@R nrtwwN av IOWA CITY, IOWA xEvisioHs � III/ sN_er ho TINS TINS 191037 CNTMS REID MS no. v<o uninge. Lan., saae 10o building strong Communities. North Liberty, Iowa 52317 319-626-9090 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR TITLE SHEET CITY OF IOWA CITY A.O 1 FEBRUARY 2022 BRB FIELDBOOK M O C L U R E'" STP-U-37151669i--70-52 ENGINEERING CO. PAI91037-000\06-Drawings\06 - Plans\a0I.dwg 3/7/2022 8:03 PM EXISTING 8"SS -- SS 8" FM ST ST w LIE OHE T FO TV G ______— 949___—__— __—____950______— % x 0 0 AG ---------------- -------------- PROPOSED S a'FY w LIE OHE T FO TV G 949 950 — ROW — x x 0 0 0 0 AG ---------------- ---------------- e _..-e _.. • •_._... UTILITY QUALITY SERVICE LEVELS: UTILITY QUALITY LEVELS ARE BASED ON THE CUASCE 38-02 STANDARD SANITARY SEWER MAIN SANITARY SEWER SERVICE SANITARY SEWER FORCE MAIN STORM SEWER MAIN OR CULVERT SECONDARY STORM SEWER MAIN SECONDARY STORM SEWER SERVICE SUBDRAINITILE WATER MAIN WATER SERVICE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER OPTIC UNDERGROUND CABLE TV GAS MAIN OR SERVICE CONTOUR LINES INTERMEDIATE CONTOUR LINES INDEX PROPERTY LINE I LOT LINE RIGHT OF WAY LINE SECTION LINE EASEMENT GUARD RAIL FIELD FENCE CHAIN LINK FENCE WOODEN FENCE ROAD CENTERLINE GRADING LIMITS CONSTRUCTION LIMITS AG LINE WATERWAY FLOWLINE TOP OF SLOPE BOTTOM OF SLOPE SILT FENCE UTILITY QUALITY LEVEL A: PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES. UTILITY QUALITY LEVEL B: INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. UTILITY QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. EXAMPLES: -------a-SS(A) SANITARY SEWER MAIN - QUALITY SERVICE LEVEL A -a"SSW SANITARY SEWER MAIN - QUALITY SERVICE LEVEL B a" SS(C) SANITARY SEWER MAIN - QUALITY SERVICE LEVEL C V'SS(D) SANITARY SEWER MAIN - QUALITY SERVICE LEVEL D GENERAL LEGEND EXISTING PROPOSED OS Q SANITARY SEWER MANHOLE ® © SANITARY SEWER CLEANOUT G) ® AIR RELEASE MANHOLEIDRAIN MANHOLE ® O ❑O STORM SEWER MANHOLE © © STORM SEWER CLEANOUT ® ® 0 STORM SEWER INTAKE ® ® STORM SEWER BEEHIVE INTAKE D Dm FLARED END SECTION FIRE HYDRANT x WATER VALVE @ 0 WATER VALVE MANHOLE YJ CURB STOP ® 8 WATER METER MANHOLE '�- 73- YARD HYDRANT @ © ELECTRIC MANHOLE I VAULT © © ELECTRIC PEDESTAL I TRANSFORMER toe, M OUTDOOR ELECTRIC POWER OUTLET 0 0 POWER POLE 0- 0- POWER POLE w/ STREET LIGHT 0 STREET LIGHT POLE —> > GUY WIRE f FLOODLIGHT ® FIBER OPTIC MARKER @ @ TRAFFIC SIGNAL @ ® TRAFFIC SIGNAL BOX @ ® TRAFFIC SIGNAL MANHOLE I VAULT IS ® RAILROAD CROSSING SIGNAL C)T (D TELEPHONE MANHOLE/VAULT �* 71 TELEPHONE PEDESTAL ® @ CABLE TV MANHOLE IVAULT ❑*' (] CABLE TV PEDESTAL GAS VALVE ® IRRIGATION HANDHOLE ® OO BOLLARD (BUMPER POST) T ROADWAY SIGN ® ® MAILBOX ® ® WELL oil 02. DECIDUOUS TREE EVERGREEN TREE Y2 SHRUB OR BUSH TREE OR SHRUB LINE z. STUMP G MONITORING WELL q Pc SOIL BORINGS 5. FLAG POLE L SATELLITE DISH >— SLOPE INDICATORS 1 CONTROL POINT BENCH MARK A SECTION CORNER O IRON PIN SET IRON PIN FOUND ABBREVIATIONS � TIS TOP OF SLAB TOP TOP OF SLOPE BC BACK OF CURB BOT BOTTOM OF SLOPE TC TOP OF CURB EP EDGE OF PAVING 1 - - FG FORM GRADE BOP BEGINNING OF PROJECT FL FLOWLINE EDP END OF PROJECT CL CENTERLINE JAC USE AS CONSTRUCTED C CUT F FILL UTILITY CONTACT INFORMATION AT&T JUSTIN RAHM (678) 231-5933 JRAHM@SDT-1 .COM AUREON NETWORK SERVICES JEFF KLOCKO (515) 830-0445 J EFF. KLOCKO@AUREON.COM CENTURYLINK TIM CARONE (847) 812-2247 TCARONE@TERRATECHLLC.NET CITY OF IOWA CITY - WATER MICHAEL WILDS (319) 356-5160 WATER@IOWA-CITY.ORG CITY OF IOWA CITY - WASTEWATER JESSE EISTER (319) 634-1144 JESSE-EISTER@ IOWA-CITY.ORG CITY OF IOWA CITY - TRAFFIC ENGINEERING KEVIN KEATING (319) 331-2977 KEVI N-KEATI NG@IOWA-CITY.ORG MEDIACOM CARL NORTON (319) 351-0408 X3701 CNORTON@MEDIACOMCC.COM MIDAMERICAN ENERGY CARSON HEMPHILL C RHEMPH ILL@MIDAMERICAN.COM UNITE PRIVATE NETWORKS MICHAEL STEINKAMP (816) 490-0984 UPNGIS@UPNFIBER.COM sees oHs ETwee: aIOWA191037 IOWA III 1740 Lininger Lane, Side too BENTON STREET REHABILITATION SHEET No TMS TM$ 19103� -'� eHe«eo e. nem soon Ho. /^ building Strong .�'Tn1Unities. North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR GENERAL LEGEND BRB FIELDBOOK FEBRUARY 2022 MCC L U R E � 319-626-9090 STP-U-3715(669)--70-52 CITY OF IOWA CITY A.02 ENGINEERING CO. PAI 91037-000\06-Drawings\06 - Plans�A02.dwg 3/7/2022 8:04 PM 0 mro !fa G { �i�Ml LL y , 1 r LEGEND: HMA OVERLAY II�a �pU HMA FULL DEPTH PATCH HMA OVERLAY FILLET NORTH PCC PAVEMENT 0 30 60 120 PCC DRIVE OPCC SIDEWALK GRAPHIC SCALE J ,* T _ 1 77 yl W W a Y m NORTH Z 0 P 30 60 120 GRAPHIC SCALE ENGINEE0. DRAvN BY REVISIONS Sn EE. '+O IOWA CITY, IOWA TMS TMS 1740 LininBe, Lone, Suite 100 BENTON STREET REHABILITATION 191037 North Liberty, Iowa 52317 CNFCKED ev nEm eooa No FEBRUARY 2022 building strong 319-626-9090 MORMON TREK TO GREENWOOD DR OVERALL PROJECT LAYOUT CITY OF IOWA CITY BRB FIELDBOOK MCC L U R E STP-U-3715(669)--70-52 A.03 -000\06-Drawings\06 - PI.ns\AO2.dw9 3/7/2022 8.04 PM I I �f 'I I i F - � DOI ' ter W i 1 in 1 _. 4 I Rput - --1E-- N a J W J' _. w( Q°4. o' p U`) i h. W UU 31 LEGEND: gllll Il11i1ll gi11lllp MAOVERLAY s} HMA FULL DEPTH PATCH HMA OVERLAY FILLET NORTH OPCC PAVEMENT O0 30 60 120 PCC DRIVE PCC SIDEWALK GRAPHIC SCALE 0 J 0 Ix N U � fJJ -�— —TE — m ( I I I ZI W) ul m It I IIIII IIIII I I k�� ' , - r- �gllllllillilllll� Illlllllllllllllllr m ap NORTH k 4;. . GRAPHIC SCALE E IOWA CITY, IOWA xcrs�ous ' 1—T no TMS0. TMSp 191037 I'I% 1740 ❑ninger Lone, SuHe 100 BENTON STREET REHABILITATION building strong North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR OVERALL PROJECT LAYOUT CITY OF IOWA CITY C-- tr FESRUARY 2022 MCC L U R E 319-626.9090 BRB FIELDBOOK STP-U-3715(669)--70-52 910317-000'06-Dray---gs:06 - P —, A02 J� q 3 7, 2022 8.04 PM ROW = 70' EXISTING PAVEMENT 45.0' TO 33.0" B-B 4.0'TYP VARIES 16.5' rt 28.5' VARIES 4.0'TYP 2.5' 14.0' CRACK AND SEAT WIDTH 26.0' CRACK AND SEAT WIDTH 2.5' VARIES 0.0'-12.0' ± 5.5' BIKE LANE 11.0' THRU LANE LEFT TURN LANE 11.0' THRU LANE 5.5' BIKE LANE EXISTING CURBI EXISTING CURB " - AND GUTTER AND GUTTER (DO NOT DISTURB( (DQ11tt+�t7 DISTURB) NAT HEXL U( �aIITINIWALK MATCH EX (DO NOT DISTURB) milli I p = )S i FULL DEPTH r• - SAWCUT 2" HMA SURFACE COURSE, I/T"MIX FULL DEPTH 11- HMA INTERLAYER BASE, 318" MIX SAWCUT , CRACK AND SEAT EXISTING 7.8" PCC PAVEMENT Note: Sta. 502+02.22 • Sta. 502+62.22 surface runout zone BENTON STREET TYPICAL SECTION NO SCALE STA. 502+62.20 TO STA, 504+42.60 ROW (VARIES) EXISTING PAVEMENT 33.0' B-B TYP VARIES 16.5' rt 16.5' VARIES 4.0' TYP 2.5' 14.0' CRACK AND SEAT WIDTH 14.0' CRACK AND SEAT WIDTH 2.5 5.5' BIKE LANE 11.0' THRU LANE 11.0' THRU LANE 5.5' BIKE LANE EXISTING CURB EXISTING CURB AND GUTTER AND GUTTER (DO NOT DISTURB) (DO NOT DISTURB) MATCH EX MATCH -H EX EXISTING SIDEWALK EXISTING SIDEWALK (DO NOT DISTURB) I (DO NOT DISTURB) FULL DEPTH FULL DEPTH SAWCUT 2 HMA SURFACE COURSE, 1I2" MIX SAWCUT 1" HMA INTERLAYER BASE, 316"MIX CRACK AND SEAT EXISTING 7A" PCC PAVEMENT ROW BEGINIHG STA ENO STA ROV (FT.)02.20Aix- BENTON STREET TYPICAL SECTION NO SCALE STA 504+42.60 TO 538-90.00STA. 544+48.23 TO 563-70.00 ROW-W 33.0' to d5.0' B-B 4.0' TYP VARIES 5.5' TYP. 5.0' TYP 2.5' 14.0' CRACK AND SEAT WIDTH 18.5' CRACK AND SEAT WIDTH 2.0' 5.5' BIKE LANE 11.0' THRU LANE VARIES 0.0' -12.0' EXISTING CURB LEFT TURN LANE 11.0' THRU LA NE 5.5' BIKE LANE AND GUTTER (DO NOT DISTURB) r CURB MATCH EX MATCH EX --•---�I MATCH EX ;o EXISTING SIDEWALK �• i,�;; ' 4" SIDEWALK (DO NOT DISTURB),,"1 � FULL DEPTH SAWCUT 2 HMA SURFACE COURSE, 112" MIX 1" HMA INTERLAYER BASE, 318" MIX 6" MODIFIED SUBBASE CRACK AND SEAT EXISTING 7-8" PCC PAVEMENT 8" PCC PAVEMENT BENTON STREET WEST OF SUNSET TYPICAL SECTION NO SCALE STA. 538.90.00 TO STA. 542+23.69 ENGINEER TMS oEAwN BY IOWA CITY, IOWA TMS LMSIONS III ' 1740 Uninger Lane, Suite 100 BENTON STREET REHABILITATION TYPICAL SECTIONS SHEET NO.t/ CHECKED er 191037 FIELD aooK No. FEBRUARY 2022 buildingstrong North Liberty, Iowa 52317 M� C L U R E" 9 319-626-9090 MORMON TREK TO GREENWOOD DR AND DETAILS CITY OF IOWA CITY B.01 BRB FIELDBOOK STP-U-3715(669)--70-52 PAI 91037-000\06-Drawings\06 - Plans\BO1,dwg 3/7/2022 804 PM BENTON STREET EAST OF SUNSET TYPICAL SECTION NO SCALE STA. 542+23.69 TO STA. 544f48.23 ROW (VARIES) EXISTING PAVEMENT 33.0' B-B 4.0' TYP VARIES VARIES 4.0' TYP 16.5' THRU LANE 16.5' THRU LANE EXISTING CURB EXISTING CURB AND GUTTER AND GUTTER / �EXISTINGDEWALK EXISTING SIDEWALK 7' TO 8' PCC PAVEMENT BENTON STREET EXISTING TYPICAL SECTION _ NO SCALE VARIES VARIES 2.r 2.r THRU LANE THRU LANE WIDTH VARIES WIDTH VARIES VARIES VARIES SEE L SHEETS SEE L SHEETS 6" STANDARD CURB mot• '1` V STANDARD CURB (REFER TO PV-102) (REFER TO PV-102) Z6' YE:{: YMVGMtIVI J SIDE STREET TYPICAL SECTION NO SCALE Ln REVISIONS SHEET HO ENGINEER DTM BY IOW 1CITY, IOWA 1740 Uninger Lone, saae 100 BENTON STREET REHABILITATION TYPICAL SECTIONS TM$ TMS 191037 - Nodh LibarlY, Iowa 52317 CHECKED 9Y 'Ela-110. FEBRUARY 202z building strong ^tllUnrfl@S. 319-626-9090 MORMON TREK TO GREENWOOD DR AND DETAILS CITY OFIOWA CITY p BRB FIELDBOOK MCC L U R Ery STP-U-3715(669)--70-52 B•�2 337-000\06-13rawings\06 - Plans\BOI.dwg 3/7/2022 8:04 PM 2.5' W 4.0' TYP 2.5' 4.0' TYP W 2"HMA SURFACE COURSE,112" MIX 6.0' W 4.0' TYP 2" HMA SURFACE COURSE, 112" MIX 4.0' SAND SEAL 2" HMA SURFACE COURSE, U2" MIX SURFACE COURSE RUNOUT Wl3 1" HMA INTERLAYER BASE, 318" MIX 1" HMA INTERLAYER BASE, 318" MIX # -. 1" HMA INTERLAYER BASE, 318" MIX SANG SEAL CRACK AND SEAT MATCH SURFACE COURSE CRACK AND SEAT - CRACK AND SEAT EXISTING PAVEMENT THICKNESS AT TOP OF CURB EXISTING PAVEMENT EXISTING PAVEMENT 7IsFl ice.; `- �t',"t4 �._ EXI$ NG "!"�La: 00 (DO NOT DISTURB) EXISTING SIDEWALK EXISTING SIDEWALK EXISTING 6"DRNEWAY (DO NOT DISTURB) FULL DEPTH CURB HEIGHTOH (DO NOT DISTURB) FULL DEPTH CURB HEIGHT i # FULL DEPTH CURB HEIGHTOH EXISTING 6" DRIVEWAY SAWCUT EXISTING 6"DRNEWAY SAWCUT 1 !`; r'� j -j` l/y f� SAWCUT (�. EXISTING DRIVEWAY CURB EXISTING DRIVEWAY CURB i3 C I j 1 L EXISTING DRIVEWAY CURB CASE 1 - FLAT DRIVEWAY SLOPE CASE 2 - DRIVEWAY CURB HEIGHT 2" OR GREATER CASE 3 - DRIVEWAY CURB LESS THAN 2" 2.5' W 4.0' TYP VARIES MATCH EXISTING W 4.0' TYP VARIES MATCH EXISTING DRIVEWAY ELEVATION DRIVEWAY ELEVATION 2" HMA SURFACE COURSE,1l2" MIX 12" 18" E JOINT 12" 18" E JOINT 1HMA I N T E R L A Y E R B A 9 F 3/8" MIX E JOINT E JdNT AR, MATCH EXISTING ��AR. CRACK AND SEAT EXISTING PAVEMENT 1._5% ,y �,{ CURB ELEVATION 1F_5% 1�'t• ;l;�•,{ YAFI, to .' .", .� iD7M•ti•yiy.SiC!°}i��fS!n� ;J(';;i7l' 1• `I�j' ARAR. `L _ t 4S'" �' ST�74iJ; !! Y {,C "T• A0;(,.`Y.4 1.b`"Y;�9 A:; 'Svi'' . I�'r, 1.11! � 1 .p Fyl : Y�'•J:I�• �� S'v F'�� EXISTING 6" DRIVEWAY $t• •'�;;04, :k;�A;U EXISTING 6" DRIVEWAY .. 6" PCC DRIVEWAY 6" PCC DRIVEWAY CURB HEIGHT HO CURB HEIGHT HO FULL' SAWCUT EXISTING DRIVEWAY CURB EXISTING DRIVEWAY CURB CASE 4 - NEW DRIVEWAY WITH MAINLINE OVERLAY CASE 5 - NEW DRIVEWAY WITHOUT MAINLINE OVERLAY DRIVEWAY DETAILS NO SCALE -N KY SHEETIOW TMS«a tIRB t7ao UDinga. Lano, Sui+o t00 BENTON STREET REHABILITATION TYPICAL SECTIONS 1CITY,IOWA 191037North bUlldlll95tfOf19 corrm�.;rn'Ie� Liberty, Iowa 52317CFIELD MORMON TREK TO GREENWOOD DR AND DETAILS CITY OF IOWA CITYB.03 SOOK NO FEBRUARY 2022 MCC L U R ETM 319-626-9090 FIELDBOOK STP-U-3715(669)--70-52 PAI 91037-000\06-Drawings\06 - Plans\80I.dwg 3/7/2022 8:04 PM Xtm-1l 04-17-12 ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) Item No. I Item Code I Item I Unit 2 2102-2713090 EXCAVATION, CLASS 13, WASTE CY 3 _ 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY _ 4 2115-0100000 MODIFIED SUBBASE CY 5 2123-7450020 SHOULDER FINISHING, EARTH STA 6 ' 2213-6745500 REMOVAL OF CURB STA 7 2213-7100400 _ RELOCATION OF MAIL BOXES EACH 8 2214-5145150 PAVEMENT SCARIFICATION SY 9 2216-0994000 CRACKING AND SEATING OF P.C.C. PAVEMENT _ SY _ 10 2301-1033080 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, _ SY CLASS 3 DURABILITY, 8 IN. _ 11 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES _ LS 12 2303-0002380 HOT MIX ASPHALT MIXTURE INTERLAYER BASE COURSE, 3/8 IN. MIX TON 13 2303-1043503 HOT MIX ASPHALT HIGH TRAFFIC, SURFACE COURSE, 1/2 IN. MIX, Friction_ L-3 TON 14 2303-1258284 ASPHALT BINDER, PG 58-28H, HIGH TRAFFIC _ TON 15 2303-1258346 ASPHALT BINDER, PG 58-34E, EXTREMELY HIGH TRAFFIC TON 16 2303-6911000 HOT MIX ASPHALT PAVEMENT SAMPLES LS 17 2416-0100021 APRONS, CONCRETE, 21 IN. DIA. EACH 18 2435-0130348 MANHOLE, SANITARY SEWER, SW-303, 48 IN. EACH 19 2435-0140148 MANHOLE, STORM SEWER, SW-401, 48 IN. EACH 20 2435-0140172 MANHOLE, STORM SEWER, SW-401, 72 IN. EACH 21 2435-0140184 MANHOLE, STORM SEWER, SW-401, 84 IN. _ EACH 22 2435-0250700 INTAKE, SW-507 EACH 23 2435-0254100 INTAKE, SW-541 EACH 24 2435-0400308 INTERNAL DROP CONNECTION, SW-308 EACH 2S 2435-0600010 MANHOLE ADJUSTMENT, MINOR EACH 26 2435-0600020 MANHOLE ADJUSTMENT, MAJOR EACH 27 2435-0600110 INTAKE ADJUSTMENT, MINOR EACH 28 �. 2435-0600120 INTAKE ADJUSTMENT, MAJOR _ EACH 29 2435-0700010 CONNECTION TO EXISTING MANHOLE EACH 30 2503-0114212 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 2000D (CLASS III), 12 IN. 31 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF _ 20M (CLASS III), 15 IN. 32 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF T - _ 20W (CLASS III), 18 IN. 33 2503-0114221 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF _ 2000D (CLASS III), 21 IN. _ 34 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 35 2504-0110008 SANITARY SEWER GRAVITY MAIN, TRENCHED, 8 IN. LF 36 2504-0240036 REMOVE SANITARY SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 37 2505-6760600 REMOVE AND REINSTALL FORMED STEEL BEAM GUARDRAIL LF 38 2510-6745850 REMOVAL OF PAVEMENT SY 39 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 40 2511-6745900 REMOVAL OF SIDEWALK SY 41 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. SY 42 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. SY 43 2511-7528101 DETECTABLE WARNINGS SF 44 2512-1750006 CURB AND GUTTER, P.C. CONCRETE, AS PER PLAN LF _ 45 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6 IN. SY 2515-6745600 REMOVAL OF PAVED DRIVEWAY SY _46 2516-8625000 COMBINED CONCRETE SIDEWALK AND RETAINING WALL CY _47 48 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS LF 49 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY SOIL INSTALLATION,! EACH 50 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM _ SF 51 2524-9325150 INSTALL TYPE A SIGN EACH 52 2525-0000100 TRAFFIC SIGNALIZATION LS _ 53 2525-0000120 REMOVAL OF TRAFFIC SIGNALIZATION _ LS 54 2526-8285000 CONSTRUCTION SURVEY LS 55 2527-9263112 PAINTED PAVEMENT MARKINGS, HIGH -BUILD WATERBORNE STA 56 2527-9263138 PAINTED SYMBOLS AND LEGENDS, HIGH -BUILD WATERBORNE i EACH 57 2527-9263180 PAVEMENT MARKINGS REMOVED i STA 58 2528-2518000 SAFETY CLOSURE i EACH 59 2528-8400256 TEMPORARY TRAFFIC SIGNALS EACH 60 2528-8445110 TRAFFIC CONTROL _ LS 61 2528-8445113 FLAGGERS EACH 62 2528-9290050 _ PORTABLE DYNAMIC MESSAGE SIGN (PDMS) CDAY 63 2529-2242304 CD JOINT ASSEMBLY EACH 64 2529-5070110 PATCHES, FULL -DEPTH FINISH, BY AREA ____ SY 65 2529-5070111 PATCHES, FULL -DEPTH FINISH, BY AREA (50 FEET OR GREATER IN LENGTH) SY 66 2529-5070120 PATCHES, FULL -DEPTH FINISH, BY COUNT EACH 67 2529-8174010 SUBBASE (PATCHES) SY 68 2533-4980005 MOBILIZATION LS 69 2552-0000300 TRENCH COMPACTION TESTING LS 78 2SS4-0112012 WATER MAIN. TRENCHED. DUCTILE IRON PIPE [DIP1. 12 IN. LF ENGINEER n EiBy IOWA CITY, IOWA �Fnziows TMS 1TMS 1Pow 191037 , building strong CHKMW nELDBOOK HO FEBRUARY2022 MCC L U R E'" BRB FIELDBOOK ENGINEERING CO. 97. 601 110 535 535.5 7. 2.1 3 161.3 19060 - 2979.7 1 1303.2 156.4 104.3 1 1 1 3 _ 1 1 5 6 2 1 1 63 25 15 117 152 3495.3 11 1586.2 1509.5 516.01 514 211 722.7 779.6 40.8 39 3 26.3 6 1 1 1 20 14 60 264.9 556.1 13 - -- 821 I 0.25 ' 0.75 1800 1740 bringer Lane, Suite 100 North Liberty, Iowa 52317 319-626-9090 Division 1: Roadwork (80% STBGP, 20% City) Division 2: City Water Division (100% City) ties 97.8 601 _ 645 535.5 2.1 3 2979.7 1 1303.2 2605.5 156.4 104.3 1 1 1 3 1 1 5 6 _ 2 13 7 1 1 1 63 25 15 117 152 26 47 10 3495.3 11 1586.2 1509.5 516.01 514 211 722.7 779.6 40.8 39 3 26.3 6 1 1 1 325.9 43 2.72 25 1 1 20 14 60 264.9 556.1 13 821 1 1 i BENTON STREET REHABILITATION ESTIMATE MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY STP-U-3715(669)--70-52 C' 0 P:\191037-000\06-Dwwings\06 - Plans\COI.dwg 3/7/2022 8:05 PM 04-17-12 ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) Item No. I Item Code I Item I Unit 72 2554-0203000 FITTINGS BY WEIGHT, DUCTILE IRON LBS 73 2554-0204110 WATER SERVICE STUB, COPPER, 1 IN. EACH 74 _ 2554-0204115 _ WATER SERVICE STUB, COPPER, 1.5 IN. EACH 75 2554-0204120 WATER SERVICE STUB, COPPER, 2 IN. EACH 76 2554-0205000 WATER SERVICE STUB, TRENCHED, PVC, 4 IN. LF 77 2554-0205000 WATER SERVICE STUB, TRENCHED, PVC, 6 IN. LF 78 . 2554-0205000 WATER SERVICE STUB, TRENCHLESS, PVC 4 IN. LF 79 2554-0205000 WATER SERVICE STUB, TRENCHLESS, PVC, 6 IN. LF 80 2554-0207006 VALVE, GATE, DIP, 6 IN. EACH 81 2554-0207012 VALVE, GATE, DIP, 12 IN. EACH 82 2554-0208004 TAPPING VALVE ASSEMBLY, 4 IN. EACH 83 2554-0208006 TAPPING VALVE ASSEMBLY, 6 IN. EACH 84 2554-0209000 VALVE REMOVAL EACH 85 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 86 2554-0210205 FIRE HYDRANT ASSEMBLY REMOVAL EACH 87 2554-0212020 VALVE BOX EXTENSION EACH 88 2554-0212030 VALVE BOX REPLACEMENT EACH 89 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS LS 90 _ 2599-9999005 ('EACH' ITEM) CONNECT TO EXISTING WATER MAIN EACH 91 2599-9999005 ('EACH' ITEM) PLUG AND ABANDON EXISTING WATER MAIN LESS THAN OR EACH EQUAL TO 8 IN. _ 92 _ 2599-9999009 ('LINEAR FEET' ITEM) REMOVAL OF EXISTING WATER MAIN LF 93 _ 2601-2634100 MULCHING ACRE 94 ! 2601-2636070 HYDRAULIC SEEDING ACRE 95 T 2601-2642120 --- --- - - STABILIZING CROP - SEEDING AND FERTILIZING (URBAN) ACRE 96 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. LF 97 2602-0000351 REMOVAL OF PERIMETER ANO SLOPE OR DIfEW CHECK SEDIMENT CONTROL DEVICE LF 98 _ 2602-ON0500 OPEN -THROAT CURB INTAKE SEDIMENT FILTER,_EC-602 EACH 99 2602-0000510 MAINTENANCE OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER _ EACH 100 2602-0000520 REMOVAL OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER ! EACH 101 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 102 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH INDEX OF TABULATIONS I Tabulation Tabulation Title Sheet No. 100-4A ESTIMATE REFERENCE INFORMATION 100-19 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE 100-24 PCC PAVEMENT 100-25 HMA PAVEMENT 100-36 OPEN -THROAT CURB INTAKE SEDIMENT FILTER 102-3 ACCESS POINTS AND SAFETY RAMPS _ 102-6C FULL -DEPTH PATCHES 102-16 NOTCHES AND RUNOUTS FOR RESURFACING _ 104-5B LIST OF WATER SERVICES 104-5B PLUG AND ABA DON EXISTING WATER MAIN __ 104-513 WATER MAIN FITTINGS 104-58 CONNECT TO EXISTING WATER MAIN 104-50 REMOVAL OF EXISTING APPURTENANCES 104-58 LIST OF HYDRANT ASSEMBLIES 104-5B REMOVAL OF EXISTING WATER MAIN 104-5B LIST OF WATER MAIN LIST OF WATER MAIN TAPPING VALVE ASSEMBLIES _104-513 104-5B LIST OF WATER MAIN VALVES 104-58 SANITARY AND STORM SEWER 164-10 ADJUSTMENT OF FIXTURES 105-4 STANDARD ROAD PLANS 108-13A SAFETY CLOSURES 108-16 COMBINED CONCRETE SIDEWALK AND RETAINING W1 108-22 PAVEMENT MARKING LINE TYPES 108-29 PAVEMENT MARKING SYMBOLS AND LEGENDS 110-1 REMOVAL OF PAVEMENT 110-4 CURB REMOVAL _ 110-5 SIDEWALK REMOVAL 110-8 REMOVAL OF CONCRETE DRIVES C.07 C.08 - C.06 _ C.11 C.08 C.07 C.18 C.17 C.17 C.17 C.17 C.17 C.15 C.17_ C.18 C.18 C.19 C.09 _ C.09 C.09 C.09 C.13-C.14 C.14 C.10 C.10 C.10 C.10 Division 1: Roadwork (80% STBGP, 20% City) Division 2: City Water Division (100% City) ties 3947 30 57 165 4 16 3 5 12 8 2 17 7 1 15 5 240 0.6 0.6 0.6 4610 4610 32 111- 10-18• INDEX OF TABULATIONS i Tabulation Tabulation Title Sheet NO. 110-17 CLEARING AND GRUBBING C.il 111-25 INDEX_ OF TABULATIONS C.02 112-4 CURBS AND RAISED ISLANDS C.11 113-1 SIDEWALKS C.12 190-51 '__MATERIALS FOR TYPE 'A' SIGNS C.15 190-62 f EXISTING SIGNS TO BE REMOVED C.15 190-66 SUMMARY OF TYPE 'A' SIGNS C.15 232-313 EROSION CONTROL (URBAN SEEDING) _ C.11 259-1 SIGNING NOTES C.16 262-6 UTILITIES C.15 290-91 SIDEWALK CONSTRAINTS C.12 M$ IOWA CITY, IOWA REVISIONS 11Ii SNfEi rvo TMSR 191037 „� 1740 Llninger Lana, Suite 100 strong "TtfrlU nifi eS. North Liberty, Iowa 52317 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR ESTIMATE OF QUANTITIES CITY OF IOWA CITY cn[c�tn nna �oort r+o. FEBRUARY 2022building 319-626-9090 MCC LURE' C.02 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING C P\191037-000\06-Drawings\06 - Plans\COI.dw9 3/7/2022 805 PM 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description 1 2101-0850002 CLEARING AND GRUBBING A. Refer to D sheets and Tab 110-17 for locations and details. Unit price includes, but is not limited to, removal and disposal of all materials and placement of backfill in area where roots have not been removed. -- _ ----- - - - 2 2102-2713090 EXCAVATION, CLASS 13, WASTE_ r' widening locations. See D Sheets for locations I A. Quantity for removal of excess material at side road and w d g This item shall include offsite disposal at a site of the contractor's responsibility• Overhaul for disposal_ of waste soils will nat be measured or paid for but shall be considered incidental to this bid item. -- - ------------------------------------------------------------------------------------------ -------------------------- 3 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD A. Strip and salvage the top 8" of topsoil on all disturbed areas. Respread to a minimum depth of 4". Shrinkage on respread is assumed to be 45%. B. Topsoil to be respread shall -lie -free of rock and debris and be suitable for the growth of grass., C. Overhaul is considered incidental to this bid item. _ D. Quantities: Strip 645.CY f Spread + Shrink 645 CY - Total 645 CY 4 2115-0100000 MODIFIED SUBBASE A. Refer to B sheets for typical sections. Volume based on 6-inch modified subbase thickness. ------------ 5 2123-7450020 SHOULDER FINISHING, EARTH A. Refer to B sheets for locations and details. — — -- 22136755-- REMOVAL -- OF -- CURB ------------------------------------------------ --- -^------- -_------ 6 -400 _ { A. Refer to D sheets and Tab 110-4 on C sheets for locations. -------------- --------------------------------------------- ------------------------------------------------------------------ 7 2213-7100400 RELOCATION OF MAIL BOXES A. Item includes maintaning postal service to all properties within the project limits, including the removal and reinstallation of permanent mailboxes in conflict with the construction of pavement widening. This bid item also includes the furnishing, installation, and removal of temporary mailboxes required during construction. The contractor shall coordinate with the USPS t_o establish acceptable locations for temporary mailboxes. The contractor shall verify each mailbox to be temporarily located and the location of temporary mailboxes with the Engineer. Damage done to all mailboxes during removal, storage, installation or adjacent construction shall be replaced by the Contractor at no additional expense to the Owner. _ B. Refer to D sheets for locations. Approximate locations are Sta. 539+25, Sta. 540+06, and Sta. 541+55. -- ---- 8 2214-5145150 PAVEMENT SCARIFICATION _ A. Refer to Tab 102-16 for locations. -- ---- ------ 9 y 2216 0994000 CRACKING AND SEATING OF P.C.C. PAVEMENT A. Refer to B sheet typical sections and D sheets for details and locations. B. Includes saw cutting between road pavement and curb/gutter and around utility structures. -------------- --------------------------------------------------------------------------------------------------------------- 10 2301-1033080 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 8 IN. A. Refer to B sheets for typical section and reinforcement details. Refer to D and E sheets for plan and profile information. Refer to Tab 100-24 for details and locations. B. Typical CD joint spacing is 12 feet. CD joint assembly is considered incidental to this item. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. D. Includes integral curb. E. Refer to L sheets for geometric staking and jointing details. F. Incidental to this item is providing a temporary washout that meets EPA minimum BMP measures. it _ 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES A. Includes pavement thickness cores. B. Payment is full compensation for furnishing all such samples for all courses or items of work. -- ---- ------------------------------------------------------------ --- - -- --------------------------------------- 12 2303 0002380 HOT MIX ASPHALT MIXTURE INTERLAYER BASE COURSE, 3/8 I1111 13 2303-1043503 HOT MIX ASPHALT HIGH TRAFFIC, SURFACE COURSE, 1/2 IN. MIX, Friction L-3 A. Refer to B sheets for typical sections and Tab 100-25 for locations and quantities. _ B. Certified_plant_ inspection in accordance with Section 2521 of the Standard Specifications is required. _ C. Quantities based on a density of 155 pcf. _ D. Refer to Tab 102-16 on C Sheets for location of notches and runouts. _ - ----------- --- - ----- - -- -_- - 14 2303-1258284 ASPHALT BINDERL PG 58-28H,_ HIGH TRAFFIC - — -- A. PG 58-281111asphalt binder required for surface course. B. Quantity based on 6% of surface course. ------------ --------------------------------------------------------------------------------------------------------------- 15 2303-1258346 ASPHALT BINDER, PG 58-34E, EXTREMELY HIGH TRAFFIC A. PG 58-34E asphalt binder required for interlayer base course. B. Quantity based on 8% of interlayer course. I------------ -------------------------------------------------------------------------------------------------------------- 16 2303-6911000 _ HOT MIX ASPHALT PAVEMENT SAMPLES A. Includes thickness testing. B. Payment is full compensation for furnishing all such samples for all courses or items of work. -- -------------------------- - -------------------------- 17 2416-01ON21 APRONS, CONCRETE, 21 IN. DIA. 100-4A 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description -- ------------- 10 2435-0130348 -------------------------------------- -- MANHOLE, SANITARY SEWER, SW-303, 48 IN. A. Refer to D and MSA sheets. B. Unit price includes, but is not limited to, excavation, furnishing -and installing pipe; lining (if specified); furnishing, placing, andcompactingbedding and backfill material, blase; structural concrete; reinforcing steel; precast units_(if used); concrete fillets; pipe connections;-infi tration barriers (required for both sanitary and storm sewer manholes); jurisdictional approved castings; and adjustmenI,rings. C. See U sheets for casting details. _ D. Do not install steps__unless otherwisespocified in the contract documents for depths under 20 feet. -- ------------ 19 2435-0140148 -------------------------------------------------------------- -- ------- - ----------- MANHOLE, STORM SEWER SW-401, 48 IN. 20 2435-0140172 MANHOLE, STORM SEWER, SW-401, 72 IN. 21 2435-0140184 MANHOLE, STORM SEWER, SW-401, 84 IN. A. Refer to D and M sheets and Tab 104-56 Storm for locations. B. Unit price includes, but is not limited to, excavation, furnishing and installing pipe; lining (if specified); furnishing, placing, and compacting bedding and backfill material, base; structural concrete; reinforcing steel; precast units (if used); concrete fillets; pipe connections; infiltration barriers (required for both sanitary and storm sewer manholes); jurisdictional approvedcastings; and adjustment rings.____ f C. See U sheets for casting details. -- ------------ 22 2435-0250700 ----------------------------------------------------------------------------------------- ----- --- INTAKE, SW-507 A. Refer to D and M sheets and Tab 104-SB Storm for locations. B. Unit price includes, but is not limited to, excavation; furnishing and installing pipe; furnishing, placing and compacting bedding and backfill material; base; structural concrete; reinforcing steel; precast units -------------- (if used); concrete fillets; pipe connections; infiltration barriers castings, and adjustment rings. ---------------------------------------------------------------------------------------------------------------- 23 2435-0254100 INTAKE, SW-541 A. Refer to D and M sheets and Tab 104-56 Storm for locations. B. Unit price includes, but is not limited to, excavation; furnishing and installing pipe; furnishing, placin and compacting bedding and backfill material; base; structural concrete; reinforcing steel; precast units ------------ (if used); concrete fillets; pipe connections; infiltration barriers1 castings; and adjustment rings. ---------------- -- 24 2435-0400308 ------------------------------------------- --------------- ----------------------- ----7 INTERNAL DROP CONNECTION, SW-308 _ A. Refer to MSA.01 for locations. B. Refer to U.03 for jurisdictional details. - 25 2435-0600010 ------- - ------------ MANHDLE ADJUSTMENT, MINOR A. Refer to Tab 104-10 on C sheets for details and locations. 0. Replace infiltration barrier for sanitary and storm sewer manhole using only new materials. 26 2435 0600020 MANHOLE ADJUSTMENT, MAJOR A. Item is included as a contingency to establish a contract unit price. B. Refer to Tab 104 10 on C sheets. C. Unit price includes, but is not limited to, removal of existing casting, adjustment rings, top sections i and risers; excavation; concrete and reinforcing steel or precast sections; adjustment or replacement of intake throat; furnishing and installing new casting; installing new infiltration barrier (required for both sanitary and storm sewer manholes); furnishing and placing backfill, and compaction. _ D. Replace infiltration barrier for sanitary and storm sewer manhole using only new materials.____ -- __------------ 27 2435-0600110 --------------------------------------------------------------------------------------------------------------- INTAKE ADJUSTMENT, MINOR A. Refer to D sheets for locations. _ - B. Refer to Tab 104-10 on C sheets. . -' ---- 28 2435-0600120 ---------------------------- — --------------------------- - --------- ---- INTAKE ADJUSTMENT, MAJOR A. Item is included as a contingency to establish a contract unit price. B. Refer to Tab 184-10 on C sheets. C. Unit price includes, but is not limited to, removal of existing casting, adjustment rings, top sections — and risers; excavation; concrete and reinforcing steel or precast sections;_ adjustment or replacement of intake throat; furnishing and installing new casting; installing new infiltration barrier (required for both sanitary and storm sewer manholes); furnishing 19 "lacing backfill, and compaction. - --------- 29 2435-0700010 CONNECTION TO EXISTING MANHOLE A. Refer to D and M sheets for location. Sta. 541+59 RT. B. Use cored openings for all pipe sizes. Core new opening in existing manhole to accept new pipe and watertight seal or waterstop. Remove concrete and reinforcing steel. If utilizing waterstop, install around new pipe centered within structure wall. Fill opening between structure and pipe with non -shrink grout. Construct concrete collar around pipe and exterior manhole opening. If utilizing a premanufactured watertight seal, install in accordance with manufacturer's recommendations. Cored openings shall be perpendicular to manhole walls, unless approved by the Engineer. For sanitary sewer manhole connections, pipe penetrations into structures shall be flexible watertight seal. Allowable premanufactured seals include Link -Seal, A -Loki PSX-Direct Drive boots or Engineer approved equal. All pipe connections used on sanitary sewers may also be used for storm sewers. For waterstops, provide electromeric gasket that surrounds pipe and attaches with stainless steel bands and is designed to stop the movement of water along the interface between a pipe and a surrounding concrete collar. Use Class C concrete and follow Iowa DOT Specifications and Materials I.M.s. _ Concrete collars must be approved by the Engineer. _ C. Unit price includes, but is not limited to, coring or cutting into the existing manhole or intake, pipe - --- connections, grout, and waterstop. --------------------------------------------------------------------- -- - 42 ---------------- ---------------------- STORM SEWER GRAVITY MAIN TRENCHED REINFORCED CONCRETEPIPE_ 0000 CLASS II 0.E`/I SiO NS EN MS DTM ,, iown cm, sown BENTON STREET REHABILITATION ESTIMATE SNE Ei Na TMS TMS III 1 North nLiberty, low, 5231100 C.03 191037 CME<KED BY FEED BOOK NO building strong - 319-626- MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY FEBRUARY 2022 M� C L U R E 9090 STP-U-3715(669)--70-52 BR8 FIELDBOOK ENGINEERING CO. PAT 91037-000\06-1)rawings\06 - Plans\COI .dwg 3/7/2022 8:05 PM 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code IDescription A. Refer to M sheets and Tab 104-56 Storm for locations. B. Use rubber, confined, 0-ring or profile gasket complying with ASTM C 443. C. Use bell and spigot joints. D. No mastic joints are allowed. E. The Engineer must authorize use of pipe joint wrapping. -- ------------ --------------------------------- ---------------------------------------------------------------------------_-_-_- 31 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 15 IN. A. Refer to M sheets and Tab 104-SB Storm for locations. B. Use rubber, confined, 0-ring or profile gasket complying with ASTM C 443. C. Use bell and spigot joints. D. No mastic joints are allowed. E. The Engineer must authorize use of pipe joint wrapping. -- ------------ ------------------------------- — 32 2SO3-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D Cl/SS III 18 IN. A. Refer to M sheets and Tab 104-58 Storm for locations. B. Use rubber, confined, 0-ring or profile gasket complying with ASTM C 443. C. Use bell and spigot joints. D. No mastic joints are allowed. E. The Engineer must authorize use of pipe joint wrapping.- ------------------------------------------------------------------ ---------------------- — ----- ----- 33 2SO3-0114221 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 21 IN A. Refer to M sheets and Tab 104-SB Storm for locations. B. Use rubber, confined, 0-ring or profile gasket complying with ASTM C 443. — ___ C. Use bell and spigot joints. D. No mastic joints are allowed. E. The Engineer must authorize use of pipe joint wrapping. _ 34 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. A. Refer to D.03, M Sheets and Tab 110-14 for locations. B. Unit price includes, but is not limited to excavation; removal, disposal, and capping of pipe - __ _ (if specified); and furnishing, placing, and compacting backfill material. Removal of RCP aprons shall be considered incidental to this item. -------------- --------------------------------------------------------------------------------------------------------------- 35 2504-0110008 SANITARY SEWER GRAVITY MAIN, TRENCHED, 8 IN. A. Refer to MSA.01 for location. B. Monitor line and grade using installation laser level. Calibration of this equipment should be verified before its use in accordance with the equipment manufacturer's recommendations. C. Coupli gs between dissimilar pipes shall be 1000 or 5000 Series Strong Back (RC) as manufactured by Fernco or Engineer approved equal. 36 2504-0240036 REMOVE SANITARY SEWER PIPE LESS THAN OR EQUAL TO 36 IN. A. Refer to D, MSA and Tab 110-14 on C sheets for locations. _ B. Unit price includes, but is not limited to, excavation; removal, disposal, and capping of pipe (if specified); and furnishing, placing, and compacting backfill material. 37 2505-6760600 REMOVE AND REINSTALL FORMED STEEL BEAM GUARDRAIL A. Refer to D sheets for location. B. Work includes removing bolted ends, relocating posts adjacent to ramp to provide adequate. walking and biking space, at least one foot open area between new sidewalk and the guardrail, reassembling ends to shortened beams and backfilling remaining holes. C. Method of measurement shall be per linear foot of formed steel beam guardrail removed and reinstalled. Payment shall be considered full compensation for all material, labor, and equipment required to remove and reinstall formed steel beam guardrail. -- ------------ --------------------------------------------------------------------------------------------------------------- 38 2510-6745850 REMOVAL OF PAVEMENT A. Refer to Tab 110-1 on C sheets and D sheets. -------------- ----------------------------------------------------------------------------------__---------------------------- 39 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES A. Refer to D sheets and Tab 110-15 on C sheets for locations. B. Unit price includes, but is not limited to, removal of casting, concrete, intake throat, and reinforcement; plugging pipesi_filling remaining structure with flowable mortar; and furnishing, placing, and compacting backfill over structure to finished grade. The structure needs to be removed completely unless otherwise approved by the Engineer. qA;2511-6745900 -------------------------REMOVAL OF SIDEWALK _ A. Refer to Tab 110-5 on C sheets. B. See traffic control plan for pedestrian staging or closings. _- C. Includes sawcutting. 41 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. A. Refer to Tab 113-1 on C sheets. B. Refer to 8 sheets for typical sections. C. Certified_plant inspection in accordance with Section 2521 of the Standard Specifications is required. D. Includes 19% SY contingency for adjustment to field quantities. -- ------------------------------- ---------------------- -- 42 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. — A. Refer to Tab 113-1 on C sheets. B. Refer to B sheets for typical sections. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code I Description D. IOC1U _e_s _1_0X SY contingency for adJustment to f--.quantities. - 43 2511-7528101 DETECTABLE WARNINGS. A. Refer to Tab 113-1 on C sheets. B. Detectable Warnings shall be cast iron with brick red color. lull Ar3r% -- -------- - --- - - ---------------------- 44 2S12-1750006 CURB AND GUTTER, P.C. CONCRETE, AS PER PLAN A. Refer to Tab 112-4 on C sheets. B. Curb and gutter thickness is B inches. _ C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required- D. Measured and paid for by lineal foot. Locations determined in field with _Engineer.;_ -- --------------------------------------------------------------------------------------- ---- 45 _ 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6 IN. A. Refer to B sheets and Tab 102-3 on C sheets. B. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. --------- ---------------------------- -------------------------------------------------------------------------- 46 2515-6745600 REMOVAL OF PAVED DRIVEWAY A. Refer to 8 sheets and Tab 110-8 on C Sheets. ------------ -------------------------------------------------------------------------------------- 47 2516-8625000 COMBINED CONCRETE SIDEWALK AND RETAINING WALL A. Refer to D and V sheets for locations and Tab 108-16 on C sheets. _ B. Refer to Standard Road Plan MI-221 for details. _.- _-- C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required 48 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS A. Refer to Tab 190-51 on C sheets. B. Item includes the materials for the LED signs. City to provide materials for all other signs on project. -------------- - ---- 49 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY SOIL INSTALLATION A. Refer to Tab 190-51 on C sheets. B. Item includes the materials for the LED signs. City to provide materials for all other signs on project. -------------- ------------------------------------- -------------------------------------------------------------------------- 50 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM A. Refer to Tab 190-66 on C sheets. B. Item includes the materials for the LED signs. City to provide materials for all other signs on project. 51 2524-9325150 INSTALL TYPE A SIGN A. Refer to N sheets and Tab 190-51 on C sheets. I B. Item includes the installation of the LED signs and the auxiliary signs mounted below the LED signs. The remaining signs on the project will be installed by the City. C. Measurement for install type A sign shall be by count of each satisfactorily installed sign. The contractor will be paid the contract unit price per each. This shall_be considered full compensation for furnishing all tools, equipment, labor, and materials including solar power units necessary for installation of signs, posts, footings, and hardware in accordance with the contract documents and applicable Standard Road Plans. _ D. Refer to N sheets for traffic signal signs to be installed by Contractor. _ - -- -- ------------ --------------------------------------------------------------------------------------------------------------- 52 2525-0000100 TRAFFIC sIGNALIZATION A. Refer to N sheets for details. B. Contractor shall install City -provided signage on traffic signal. -------------- --------------------------------------------------------------------------------------------------------------- 53 2525-OW0120 REMOVAL OF TRAFFIC SIGNALIZATION A. Refer to N sheets for removal details. -- ------------ --------------------------------------------------------------------------------------------------------------- 54 2526-8285000 CONSTRUCTION SURVEY A. Includes preservation of existing survey monuments in project -area. -- ------------ --------------------------------------------------------------- ------------------------------------------------ 55 2527-9263112 PAINTED PAVEMENT MARKINGS, HIGH -BUILD WATERBORNE A. Refer to N sheets and Tab 108-22 on C sheets. B. Refer to Sheet N.20 for pavement marking details. ------------ --- ------------------ 56 2527-9263138 PAINTED SYMBOLS AND LEGENDS, HIGH -BUILD WATERBORNE A. Refer to N sheets and Tab 108-29 on C sheets. -- ------------ --------------------------------------------------------------------------------------------------------------- 57 2527-9263180 PAVEMENT MARKINGS REMOVED A. Refer to Tab 108-22 on C sheets. - 58 2528-2518000 SAFETY CLOSURE A. Refer to J sheets and Tab 108-13A on C sheets. Includes materials, tools, and labor to install and maintain safety closures throughout the project schedule. -- ------------ --------------------------------------------------------------------------------------------------------------- 59 2528-9400256 TEMPORARY TRAFFIC SIGNALS A. Contractor shall provide temporary traffic signal at the intersection of W Benton Street with Sunset Street_. Refer to 7 Sheets and N.03 for further details. 60 2528-8445110 TRAFFIC CONTROL A. Refer to 3 sheets for traffic control plan. The contractor shall furnish, erect, operate, move, remove, and maintain at all times during the execution of the work and until completion and final acceptance thereof, ENGINEER oR.—N E IOWA CITY, IOWA -1-N, Sn I uO I'fi TMSTMS � nao ❑singer Lana, rude 100 BENTON STREET REHABILITATION ESTIMATE 191037 buildingstrong North Liberty, Iowa 52317 CITY OF IOWA CITY C.04 9 319-626-9090 MORMON TREK TO GREENWOOD DR OF QUANTITIES cNBRB ev IEELDB No FEBRUARY 2022 MSC L U R E'" BRB FIELDBOOK � STP-U-3715(669)--70-52 ENGINEERING C' P-\191037-000\O6-Drawings\06 - Plans\C01.dw9 3/7/2022 8.05 PM 100-4A 10-29-02 ESTIMATE REFERENCE INFORMATION 1=.r 100-4A 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description 4 ^ � ` Item;Noue Item Code Description included in this item. Maintaining a daily traffic control diary is required and shall be incidental to this 73 2554-0204110 1 WATER SERVICE STUB COPPER, i IN. bid item. 74 2554-0204115 WATER SERVICE STUB COPPER 1.5 IN. B. The contractor is responsible for moving residential garbage cans, lawn bags and rec clan to a c-O On:q 75 2554-0204120 WATER SERVICE STUB COPPER 2 IN. collection point. All residential waste laced at the end of driveways shall be moved for ick u Coor }Hate t t' A. Refer to SP-156187 for accepted Water Distribution Materials. Refer to Tab 104-SB Water location of common collection point with City of Iowa City collection services. Place containers a sufficient Services and the MWM sheets for service sizes and locations. The contractor shall identify all existing service distance apart so that automated collection equipment can be utilized. Once emptied, return containers to ;-.L .; line materials and report that information to the City prior to installation. Each type and size of water individual residences by the end of the working day. Container shall be returned to addressess noted on each -I ; �. 3T r'` service and stub from the water main to the stop box will be counted. Payment will be made at the unit price container. Includes collection of arbage cans, lawn bags and recycling until the project is complete andjt (J! Peeach each type and size of water service pipe specified. Maintenance of solid waste collection shall be considered incidental to this bid item. +E= LY; Unit price includes but is not limited to trenched or trenchless excavation; dewaterin • furnishing --------------- ----------- ------------------------------------------------------------------------ -------------- and installing water service pipe, corporations, stops, and stop boxes; furnishing, placing, 61 2528-8445123 FLAGGERS and compacting bedding and backfill material. Shall be Type K copper in the right of way. B. Service line traps require a tap application submitted to the City. -- ------------ ------------------------------------------------------- --------------------------- ---------- -------------------------------------------------------------------------------- 62 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN PDMS 76 2554-0205000 WATER SERVICE STUB TRENCHED PVC 4 IN. A. Refer to 3 Sheets for traffic control plan. Contractor shall provide two 2portable dynamic message boards 77 2554-0205000 1 WATER SERVICE STUB TRENCHED PVC 6 IN. B. Use as part of traffic control plan for crack and seat moving operation. 78 2554-0205000 WATER SERVICE STUB TRENCHLESS PVC 4 IN. C. Use to announce street closures a minimum of seven (7 days prior to closure. 79 2554-0205000 WATER SERVICE STUB TRENCHLESS, PVC, 6 IN. -- --------------------------------------------------------------------------------------------------------------- I A. Refer to SP-156187 for accepted Water Distribution Materials. Refer to Tab 104-5B Water 63 2529-2242304 CD 30INT ASSEMBLY Services and the MWM sheets for service sizes and locations. The contractor shall identify all existing servic A. Refer to L sheets and Tab 102-6C for locations and details. line materials and report that information to the City prior to installation. Each type and size of water -- ------ - ----- --------------------------------------------------------------------------------------------------------------- service pipe will be measured in linear feet along the centerline of the pipe. Payment will be made at the unit 64 2529-5070110 PATCHES FULL -DEPTH FINISH, BY AREA price per linear foot of each type and size of water service pipe. Unit price includesp but is not limited to, A. Patch includes B" PCC. Contractor shall install patches 3" below finished grade for uniform 3" HMA overlay. trenched or trenchless excavation; dewaterin tracer wire; furnishing and installing pipe; furnishing, placing, B. Refer to Tab 102-6C on C sheets. and compacting bedding and backfill material. All crossings of West Benton Street shall be installed with C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. trenchless construction methods. The contractor shall coordinate with all utilities prior to construction. -- ------------ --------------------------------------------------------------------------------------------------------------- B. Service line traps require a tap application submitted to the City. 65 2529-5070111 PATCHES FULL -DEPTH FINISH, BY AREA (50 FEET OR GREATER IN LENGTH) -- ------------ --------------------------------------------.------------------------------------------------------------------- A. Patch includes 8" PCC and 3" HMA. 80 2554-0207006 VALVE GATE, DIP, 6 IN. B. Refer to Tab 102-6C on C sheets. 81 2554-0207012 VALVE GATE DIP 12 IN. C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. A. Refer to SP-156187 for accepted Water Distribution Materials. Each type and size of valve --------- ---------- ----------------------------------------------------------------------- =----------------- --- will be counted. Payment will be at the unit rice for each type and size of valve. Unit price includes, but is 66 2529-5070120 PATCHES FULL -DEPTH FINISH, BY COUNT not limited to all components attached to the valve or required for its complete installation includin A. Patch includes 8" PCC. Contractor shall install patches 3" below finished grade for uniform 3" HMA overlay. underground or above -ground operator, square valve operating nut, valve box and cover, valve box extension, and B. Refer to Tab 102-6C on C sheets. valve stem extension. Valve stem extensions shall be installed where necessary to adjust the top of valve nut C. Certified plant inspection in accordance with Section 2521 of the Standard Specifications is required. to a maximum depth of 5.5 feet from finished grade. -- ------------ --------------------------------------------------------------------------------------------------------------- -- ------------ ^ -- 67 2529-8174010 SUBBASE PATCHES 82 2554-0208884 TAPPING VALVE ASSEMBLY 4 IN. A. 6" modified subbase. 83 2554-0208006 TAPPING VALVE ASSEMBLY 6 IN. B. Quantity based on item 2529-5070110 quantity + 10%. A. Refer to SP-156187 for accepted Water Distribution Materials. Unit price includes but is not ____________ --------------------------------- _----------------------------------------------- _______________------------ ___ limited to tapping sleeve, tapping valve, the tap, valve box and cover, valve box extension, and valve stem 68 2533-4980005 MOBILIZATION extension. Valve stem extensions shall be installed where necessary to adjust the top of valve nut to a maximum A. This item shall consist of preparatory work and operation, including but not limited to the necessary depth of 5.5 feet from finished grade. movement of personal, equipment, and incidentals to the project site; for the establishment of facilities -- ------------ --------------------------------------------------------------------------------------------------------------- necessar for work on the project; and for work and operations which must be performed and for cost incurred 84 2554-0209000 VALVE REMOVAL before starting work on various contract items on the project site. A. Refer to the D sheets for locations. Valve boxes may be removed below grade, filled, and paved over. ____-------- ------------------ _--------------------------------------------------------------------------------------------- This item shall include all labor, materials, and equipment necessary to remove existing valve boxes (if able) 69 2552-0000300 TRENCH COMPACTION TESTING and plug the adjacent main as noted on the plans for removal. The valve boxes and lids shall be removed without A. This is a lump sum item; no measurement will be made. Lump sum price includes but is not limited to all damage, cleaned, and delivered to the City of Iowa City Water Division. This item will be paid -by each. payments associated with retesting resulting from failure of initial tests. -- ------------ --------------------------------------------------------------------------------------------------------------- B. Included for all storm sewer and water main pipe. 85 2554-0210201 FIRE HYDRANT ASSEMBLY W4-201 -- ------------ --------------------------------------------------------------------------------------------------------------- A. Refer to SP-156187 for accepted Water Distribution Materials. Hydrants connected to 12 in. 70 2554-0112012 WATER MAIN TRENCHED DUCTILE IRON PIPE DIP 12 IN. main shall have a 5.25 in. main valve. Hydrants connected to less than 12 in. main may have 4.5 in. main valve. 71 2554-0114006 WATER MAIN TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 6 IN. Unit price includes but is not limited to, the fire hydrant, barrel extensions sufficient to achieve proper A. Refer to SP-156187 for accepted Water Distribution Materials. Approved pipe materials include: bury depth of anchor tee and pipe and height of fire hydrant above finished grade, and components to connect Ductile Iron minimum Thickness Class 52 per ANSI/AWWA C151/A21.51 with SBR gripper -type gaskets and AWWA C-900 the fire hydrant to the water main including anchoring pipe, fittings, thrust blocks lea gravel or porous PVC DR-18 minimum, as noted for each item for water main. Restrained 3oint pipe shall be used within the area backfill material and fire h drant gate valve and appurtenances as shown in City of Iowa City identified in the contract documents and for all 12 in. main. If trenched contractor shall use CL52 DIP with Figure 5020.201. Tracer wire locating stations are incidental to this bid item. SBR gripper gaskets. if trenchless, contractor shall use CLS3 DIP R]IB with standard gaskets. -- ------------ ----------------------------------------------------------------------------------=---------------------------- Tem rar thrust blocking needed for testing or between stages of work and connections to new water main 86 1 2554-0210205 FIRE HYDRANT ASSEMBLY REMOVAL installed in previous stages of work shall be incidental to this bid item. A. Refer to the D sheets for locations. This item shall include all labor, materials and equipment necessary The contractor shall protect existing water main that is to remain in service durin installation of new to remove existing fire hydrants including valves, valve boxes, and plug the adjacent main as noted on the water main. The contractor may. at their own expense, provide for temporary water service if they so choose. plans for removal. The hydrants shall be removed without damage, cleaned, and delivered to the City of Iowa Trench excavation dewaterin , furnishing bedding material placing bedding and backfill material,tracer system City Water Division. This item will be paid by each. and locate pedestals, testin disinfection, and polyethylene wrap for ductile iron pipe and for fittings shall -- ------------ --------------------------------------------------------------------------------------------------------------- be incidental to this bid item. The contractor shall notify the jurisdiction 7 days in advance of water 87 2554-0212020 VALVE BOX EXTENSION shutdowns. The jurisdiction will provide notices to all customers at least 48 hours in advance of the A. Refer to SP-156187 for accepted Water Distribution Materials. Minor adjustment of an existing shutdown. Shutdowns shall be sta ed and scheduled so that service to businesses/residents is not interrupted valve box by raising or lowering the adjustable valve box will not be measured. Each existing valve box for more than 4 hours. Only one connection to the existing water system may be made at each time ad usted to finish grade by adding a valve box extension will be counted. for testing/disinfection purposes. -- ------------ I --------------------------------------------------------------------------------------------------------------- -- ------------ --------------------------------------------------------------------------------------------------------------- 88 2554-0212030 1 VALVE BOX REPLACEMENT 72 2554-0203000 FITTINGS BY WEIGHT DUCTILE IRON I A. Refer to SP-156187 for accepted Water Distribution Materials. Minor adjustment of an existing A. Refer to SP-156187 for accepted Water Distribution Materials. Each type and size of fitting valve box by raising or lowering the adjustable valve box will not be measured. Each existing valve box installed as specified in the contract documents or as required for proper installation of the water main will replaced with a new valve box will be counted. be counted. Determine the total weight of fittings counted, }n op unds, based on the standard fitting we} hg is -- ------------ -------------------------------------------------------------------------- =---------------------------=--------- in AWWA C153 for ductile iron compact fittings. Payment will be made at the unit price per pound 89 2.555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS _published for each type and size of fitting indicated in the contract documents. All fittings shall be restrained A. Contractor shall stockpile all salvaged materials. City will pick up and deliver stockpiled materials. joint type. Restrained joints and thrust blocks are incidental to this bid item. Nitrile gaskets shall be used B. Materials to include salvaged traffic signal equipment, traffic signs, water valves, and fire hydrant on all appurtenances within area identified in contract documents. assemblies. ENGINFFR DRAWN V lows cln, lows TMS TMS 191037 cHECRED In nnnIIOOR No. FEBRUARY 2022 BRB FIELDBOOK REVISIONS t^ 1740 Lininger Lone, Suite 100 North Liberty, Iowa 52317 building strong communities. 319.626-9090 MCC L U RE' ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ESTIMATE OF QUANTITIES CITY OFIOWA CITY SHMNO. C C.O� PAI 91037-000\06-Draw4ngs\06 - Plans\COI.dwg 3/7/2022 8:05 PM 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description 90 2599-9999005 ('EACH' ITEM) CONNECT TO EXISTING WATER MAIN A. This bid item shall include all materials and work necessary to cut existing pipe, remove existing pipe or fittings furnish and install sleeves, and pipe and connect to existing water main, including removing caps and thrust blocks if necessary. Contractor shall be responsible for verifyi% all existing water main elevations and locations at tie in locations prior to installation of proposed water mains. Measurement and payment will be made at the contract unit price per connection. -------------- 91 2599-9999005 -------- --- -------------------------------------'-----------------------------------------------_----_---------- ('EACH' ITEM) PLUG AND ABANDON EXISTING WATER MAIN LESS THAN OR EQUAL TO 8 IN. A. Refer to the MWM sheets and U.sheets for locations and details. The existing water main between stages of construction will need to remain in service until subsequent stage(s) are completed. This bid items shall include all labor, materials, equipment, and excavation needed to cut the existing water main_, install M3 caps on both ends and place thrust blocks. Measurement and payment will be at the contract price per each installed -- ------------ 92 2599-9999009 --------------------------------------------------------------------------------------------------------------- ('LINEAR FEET' ITEM) REMOVAL OF EXISTING WATER MAIN ------ A. Refer to Tab 110-14 and the removals in the D sheets for locations. This item shall include all labor, materials, and ueq 1pment necessary to remove any existing water main that is identified in the plans or is in direct conflict with the new water main construction. Payment for removal of existing water main will only be made for locations identified in the plans and/or approved by the Engineer. Temporary plugging and abandoning of the remaining portions of the water main shall be incidental to this item. ---------------------------------------------- - --------------------------------------------------------------- -- ------------ 93 2601-2634100 MULCHING A. Erosion control mulch shall be applied to all disturbed areas in the event that final seedirS cannot be completed within the seeding period. _ j B. Perform mulching according to Article 2601.03, E,_2,_ of the Standard Specifications. Anchor mulch into the soil using mulch anchoring equipment with a minimum of two passes. C. Use mulch that is Certified Noxious Weed Seed Free Mulch as certified by the Iowa Crop Improvement Association or adjacent states Crop Improvement Associations. -, D. Mulch Rate: 1 1/2 tons of dry cereal straw or native grass straw per acre. - --- 94 2601-2636070 HYDRAULIC SEEDING _ A. Hydraulic seed according to Urban Permanent Seed mixture. B. Includes watering for a minimum of 21 days. C. Any water use from a hydrant requires an Iowa City Water Division hydrant meter. D. Fertilize at a rate of 300 pounds per acre of 25-25-4. _ -------------- 95 2601-2642120 ------------------------------------------------------------------------------------------------------------ -- STABILIZING CROP - SEEDING AND FERTILIZING (URBAN) _ _ A. Item is included for disturbed areas as directed by the Engineer. =-- B. Item includes temporary seeding. --------------------------------------------------------------------------------------------------------------- ------------ 96 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. A. Refer to Tab 100-19 on C sheets for locations and details. The Tabulation includes estimated locations for placement of "Perimeter and Slope Sediment Control Device, 9 in. dia." to address erosion to be encountered during construction. Verify the specific locations with the Engineer prior to beginning placement. Bid item _ includes 25% additional quantity for field adjustments and replacements._Use Perimeter and Slope Sediment Control Devices fabricated using wood excelsior. -- ------------ 97 2602-0000351 --------------------------------------------------------------------------------------------------------------- REMOVAL OF PERIMETER AND SLOPE OR DITCH CHECK SEDIMENT CONTROL DEVICE A. Refer to Tab 100-19 on C sheets for locations and details. This item is included for removal of "Perimeter and Slope Sediment Control Device, 9 in. dia." Quantity includes full bid quantity of "Perimeter and Slope Sediment Control Device, 9 In. Dia." -' ------------ 98 2602-0000500 ------------------------ -0 ----------------------------------------------------------------------------_-_- OPEN -THROAT CURB INTAKE SEDIMENT FILTER, EC-602 A. Refer to Tab 100-36 for locations. l _ B. Protect existing open throat intakes that receive storm water from the project site. -- --- 99 2602-0000510 MAINTENANCE OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER A. Refer to Tab 100-36 for locations. B. Maintain and replace "Open -Throat Curb Intake Sediment Filter, EC-602" as directed by the Engineer or as needed. ------------ 100 2602-0000520 --------------------------------------------------------------------------------------------------------------- REMOVAL OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER _ A. Refer to Tab 100-36 for locations. _ B. Item is included for removal of "Open -Throat Curb Intake Sediment Filter, EC-602." Quantity includes _ full bid quantity of "Open -Throat Curb Intake Sediment Filter, EC-602." -- 101 2602-0010010 _---_--- MOBILIZATIONS, EROSION CONTROL A. Two mobilizations will be paid, one pre -construction and one post construction. Measurement and_p_Ayme_nt ------------ will be made at the contract unit price per mobilization. -------------------------------------------------------------------------------_ --- -- 102 2602-0010020 -------------------------- MOBILIZATIONS, EMERGENCY EROSION CONTROL A. This bid item should be used for mobilizations needed due to emergency erosion control situations after 8 PM on weekdays and after 12 PM noon on Saturday or Sunday. All other mobilizations will be paid per bid item 96 100-19 10-19-21 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE Possible Standards: EC-204 Location Length of Installation Remarks Begin Station End Station Side 9 inch Dia 12 inch Dia 20 inch Dia LF LF LF 503+11.53 503+46.37 RT _55.0 503+77.80 504+07.47 RT 50.0 507+64.94 507+84.49 LT 20.0 508+12.77 508+32.27 LT 20.0 509+77.52 509+96.30 LT 60.0 510+27.05 - 510445.73 LT 35.0 515+86.45 516+05.59 LT 60.0.° 516+34.68 516+53.74 LT 40.0 - 517+61.03 518+78.09 RT 150.0 521+20.11 522+05.95 LT 120.0 526+16.36 527+05.65 RT 200.0 527+40.23 528+28.29 LT 250.0 529+06.25 530+29.57 RT 300.0 538+90.00 544+97.32 RT 700.0 541+75.12 544+47.50 LT 300.0 544+98.17 545+53.18 LT _ 100.0 545+67.56 546+19.56 RT 100.0 548+83.55 549+89.11 LT_ 150.0 548+99.36 567+15.84 RT 1900.0 4610.0 7 _ t�([ ri r ' 100-36 10-16-I8 OPEN -THROAT CURB INTAKE SEDIMENT FILTER Possible Standard: EC-602 Location Installation Maintenance Removal Side Remarks Station LF EACH EACH 506+33.77 RT 10.0 1 1 506+37.55 LT 30.0 1 510+99.25 LT 10.0 1 1 _ 511+00.73 RT 10.0 1 1 516+56.06 RT 10.0 1 1 516+56.37 LT 10.0 1 1 518+56.03 RT 10.0 1 1 522+13.77 RT 10.0 1 1 522+14.59 LT 10.0 1 1 524+47.35 RT 19.9 1 1 524+47.48 LT 10.0 1 1 527+08.52 RT 19.0 1 1 528+33.88 RT 20.0 528+37.91 LT 10.0 1 1 530+03.69 RT 10.0 1 1 ! _ 541+63.74 LT 10.0 1 1 541+65.87 RT 10.0 1 ; L 1 542+65.01 _. LT 10.0 1 1 545+49.04 RT 10.0 1 1 100-36 10-16-18 OPEN -THROAT CURB INTAKE SEDIMENT FILTER Possible Standard: EC-602 Location Installation Maintenance Removal Side Remarks Station LF EACH EACH 545+52.06 LT 10.0 1 1 563+78.04 LT 10.0 1 1 563+79.97 RT 10.0 1 1 10+96.81 LT 10.0 1 1 3EMA 11+00.44 RT 10.0 1 1 3EMA 30+87.60 LT 10.0 1 1 SPENCER 30+88.45 RT 10.0 1 1 SPENCER 41+08.94 LT 10.0 1 1 KESWICK 41+09.77 RT 10.0 1 ._ 1 KESWICK 50+89.75 RT 10.0 1 _ 1 TEG 91+00.78 RT 10.0 1 1 DENBIGH 101+85.05 LT 10.0 1 1 SUNSET 101+85.64 RT 10.0 1 1 SUNSET ENGINEER DRn 1 IOWA CITY, IOWA REvisior,s 111,0 " o s.1EET vo TMS TMS 1740 Lio ge, La Da, SDBe 100 BENTON STREET REHABILITATION ESTIMATE 191037 North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR OF QUANTITIES C,06 CHECKED BY FIELD BOOK No. FEBRUARY 2022 building strong `1IY1U nIheS. 319-626- CITY OF IOWA CITY BRB FIELDBOOK M C C L U R E 7.9090 STP-U-3715(669)--70-52 ENGINEERING C PA191037-000\06-Drawings\06 - Plans\C01 dwg 3/7/2022 8.05 PM 1km - A- 04-21-1 Location Direction Road Identification of Travel 3EMA CT BOTH WILLOWBROOKE LN _ BOTH SPENCER DR KESWICK DR _�-BOTH BOTH TEG DR BOTH WESTGATE ST BOTH ESTRON ST _BOTH EMERALD ST _BOTH DENBIGH DR BOTH SUNSET ST BOTH SUNSET ST BOTH STREB ST BOTH WYLDE GREEN RD BOTH GEORGE ST BOTH WEEBER ST BOTH BENTON DR BOTH Typical Intersection O Ramp or Loop Taper PCC PAVEMENT _ JIB W Channelized Intersection Widen Existing Roadway )Ir8 Channelized Intersection Reconstructed Roadway ILED ,011 APR -5 PH 3; 014 QDoes not include raised island area or curb. Refer to tabulation 112-4 for quantities. O Refer to PV-410, PV-411, PV-412, and PV-414. OQuantity includes Pavement Header. OO O O O OFo f O I O Total Area By Special (Modified Granular Station to Station Width Length Area Pavement Thickness Backfill Subbase Subbase 20+64.00 20+93.50 22.0 29.5 72.1 30.2 30+64.00 31+00.75 28.0 36.8 114.3 19.4 40+64.00 41+15.85 25.0 51.9 144.0 22.9 _ 50+84.80 51+36.00 36.0 51.2 204.8 _ 58.7 60+64.00 61+11.00 36.0 47.0 188.0 45.6 71+08.76 71+36.00 28.0 27.2 84.7 77.9 80+64.00 81+17.63 31.0 53.6 184.7 53.3 90+96.26 91+35.87 36.6 39.6 161.1 97.3 100+69.66 101+07.47 49.0 37.8 205.9 32.1 101+47.49 101+74.34 45.0 26.9 134.3 9.0 110+64.00 111+11.50 25.0 47.5 131.9 33.3 121+00.00 121+36.00 25.0 36.0 100.0 16.2 140+64.00 141+23.95 25.0 60.0 166.5 21.9 150+74.19 151+35.99 25.0 61.8 171.7 32.6 102.3 18.5 24.0 30.0 47.3 41.2 30.1 _ 42.2 46.8 43.3 25.4 29.5 20.7 33.9 36.2 133.7 _ 166.9 263.5 233.6 162.6 _ 238.0 258.4 238.0 143.3 165.2 116.2 188.4 204.3 170+90.20 _ 171+36.00 37.0 + 45.8 188.3 31.3 219.6 38.7 I 102-16 10-21-14 NOTCHES AND RUNOUTS FOR RESURFACING Refer to PR-201 and PR-202. 1 Bid item. Ai3plies onto Tvves 'NS' and 'N3' on PR-202. Refer to 100-25 for maining values. Location Station Type of Notch or Runout O O pI O O Pavement Q Scarification Reawks IN IN IN FT IN SY 502+62.00 Type 'N3' 2.0 1.0 66.0 2.0 161.3 562+80.00 Type 'N4' 2.0 1.0 75.0 -__ _ 160+64.00 Type 'R2' 1.0 0.0 10.0 Remarks ��s�oNs E 1 DR-1 BY IowA CITY, IowA / �"EE' "� TMSTMS 191037 I'I% : 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION ESTIMATE FIELD aoo No building strong communities. North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY rB B FIELDBOOK FEBRUARY 2022 MC C L U R E" 319-626-9090 STP-U-3715(669)--70-52 C.O7 ENGINEERING CO. ,191037-000\06-Drawings\06 - Plans\COl.dwg 3/7/2022 8:05 PM ENGIN EE zn'++v DTMS IOWA cm, IOWA EEhsipn / I'li wmr+o TMS 191037 1740 unn,9er Lane, Swte too BENTON STREET REHABILITATION ESTIMATE CIECKED BY nE�D Book»o FEBRUARY 2022 MC C L U building Strong R E . 'i171u North Liberty, Iowa 5231.7 319-626-9090 MORMON TREK TO GREENWOOD DR TREK TO OF QUANTITIES CITY OF IOWA CITY C.08 BRB FIELDBOOK GREEN -52 STN ENGINEERING :: 10A-25 04-21-15 HMA PAVEMENT _ OO- O O G O ----- a I ----- 1011 APR -5 P19 3: 04 (L r f�K OO CITY. (C)��';� - - - - - - - - - - - - - - - - - - - - - - - Channelizedlntersection {7 Widen Existing Roadway © © i �O Typical Intersection Oi Does not include raised island area or curb. Refer to tabulation 112-4 for quantities. OO Refer to PV-410, PV-411, PV-412, and PV-414. 0 OQuantity includes Pavement Header. Channelized Intersection Reconstructed Roadway Ramp or Loop Taper Calculations assume a surface course unit wei ht lbs cf of 155 an intermediate course unit wei ht lbs cf of 155 abase course unit wei ht lbs cf of 155 and a s ecial backfill unit wei ht lbs cf of 140. Location Mainline Area O Bid Items Hot Mix Asphalt Pavement Binder 0 2 c Road � � Width Length Area O O O O O O O O Surface Intermediate Base E � Special Backfill Modified Subbase Granular Subbase > � E Identification �, 01 „ H Station to Station N V 10 L -r•1 C 1--1 V N FT FT SY SY SV SY SY SV SY SY SV TONS SY TONS SY TONS _SY TONS TONS TONS TONS CY SY SY W Benton St B 502+62.20 504+42.60 32.0 ._ 180.4 641.4 187.1 96.319 828.E 48.169 828.6 5.779 3.853 W Benton St B 504+42.60 538+90.00 32.0 3447.4 12257.4 _ _ 1424.9 12257.4 }- 7.12.463 112257.4 85.494 56.997 M Benton St B 538+90.00 542+23.69 32.0 333.7 1186.5 ' 173.328 1491.5 86.6641491.0 10.400 6.933 M Renton St B r- 542+23.69 r -- 544+48.23 32.0 224.5 798.4 _ � _364,; 212.1} 117.548 1011.2 58.774 1011.2 7.053 4.702 M oenton St B 544+48.23 563+70.00 32.0 1lll.i 6833.0 794.332 6833.0 397.166 6833.0 47.660 31.773 04-18-17 FULL -DEPTH PATCHES Possible Standards: PR-101 PR-102 PR-103 PR-104 PR-10S and PR-140. Location Dimension PCC Patches HMA Composite Subbase Subbase Patch Patch Subdrain 'CD' 'CT' 'EF' Anchor With Without Ramp with Reference Lane Length Width Patch Dowels Dowels C R C Dowels Patches HMA Patches w/ 'EF' Joint Joints Joints Joints Lugs Remarks Count Station Location Sign Thickness Removal PR-103 PR-102 PR-104 PR-105 PR-140 PR-101 PR-101 or PR-140 PR-101 L R or B FT FT IN SY SV SY SY SY TON SY SY No. No. No. 1 516+50.00 L _ VARIES 16.8 _ 8.0 26.6 5.0 26.6 2 516+50.00 R _ VARIES 16.8 8.0 26.6 26.6 _ 3 518+65.00 R__ 15.0 7.0 8.0 11.7 11.7 _ 40.4 4 522+00.00 � R 36.4 10.0 8.0 '40.4 5 527+00.00 ' R 15.0 7.0 - 8.0 _ 11.7 11.7 6 528+25.00 R 22.3 10.5 18.0 26.0 26.0 7 530+00.00 � R �. 25.0 8.0 _8.0 -] 22.2 22.2 1 8 538+90.00 ' ! R 235.0 VARIES 8.0 187.2 22 187.2 9 542+40.00 _ L _ 205.0 VARIES 8.0 149.3 149.3 10 542+50.00 R _ 250.0 VARIES _ 8.0 � 219.6 219.E M 11 545+97.00 L 53.0 12.0 I 35.4 35.4 12 545+97.00 _ ' R 53.0 t _ _8.0 12.0 8.0 35.4 _ 35.4 13 567+10.00 R 20.0 13.0 i.0� 28.9 28.9 Includes 3" HMA c, yiuo i-vwwo-urawnagswa- nons\co l.ewg Jnrzuzi au�rM 08-01-08 ADJUSTMENT OF FIXTURES No. Location Type of Fixture Adjustment Station 1 507+98.87 Area Intake Adjust cast_n to final grade 2 542+47.00 Sanitary Manhole Adjust casting to final grade 3 545+25.49 Sanitary Manhole Adjust casting to final grade 4 546+23.06 Sanitary Manhole Adjust casting to final_grade 5 549+37.45 _ Sanitary Manhole Adjust casting to final grade 6 549+46.64 t Sanitary Manhole Adjust casting to final grade 7 552+29.75 Sanitary Manhole Adjust casting to final grade 8 555+82.74 Sanitary Manhole Adjust casting to final grade 9 560+30.96 Sanitary Manhole Adjust casting to final grade 10 563+50.00 Sanitary Manhole Adjust casting to final grade _ 11 526+71.48 Storm Manhole Adjust casting to final grade 12 542+65.01 Storm Manhole Adjust casting to final grade 13 542+32.59 Telephone Manhole Adjust casting to final grade 14 542+39.56 Telephone Manhole Adjust casting to final grade 15 503+42.25 Water Valve Valve box extension to final grade 16 516+39.29 Water Valve Valve box extension to final grade 17 518+46.21 Water Valve _ Valve box extension to final grade 18 521+90.26 Water Valve Valve box extension to final grade 19 521+95.28 Water Valve Valve box extension to final grade 20 522+88.23 Water Valve Valve box extension to final grade 21 523+47.11 Water Valve Valve box extension to final grade 22 524+58.08 Water Valve Valve box extension to final grade 23 526+74.69 Water Valve Valve box extension to final grade 24 527+25.10 Water Valve Valve box extension to final grade 25 527+62.40 Water Valve Valve box replacement to final grade 26 529+92.88 Water Valve Valve box extension to final grade 27 531+27.98 Water Valve Valve box extension to final grade 28 532+16.51 Water Valve Valve box replacement to final grade - 29 532+80.90 Water Valve Valve box replacement to final grade 30 533+54.58 Water Valve Valve box replacement to final grade 31 542+15.62 Water Valve Valve box replacement to final grade 32 542+22.63 Water Valve Valve box replacement to final grade 33 542+49.51 Water Valve ... Valve box replacement to final grade 34 542+82.92 Water Valve Valve box extension to final grade 35 546+09.33 Water Valve Valve box extension to final grade 36 546+11.31 Water Valve Valve box extension to final grade 37 549+15.90 Water Valve Valve box extension to final grade 38 549+59.56 Water Valve Valve box extension to final grade 108-13A 08-01-88 SAFETY CLOSURES Refer to Section 2518 of the Standard Specifications Station Closure T e Remarks Road t Hazard t . 552+29.00 1 PHASE lA 503+63.00 1 PHASES 1C,2A 507+98.00 1 PHASES 1A,1B 510+12.00 1 PHASE lA 516+20.00 1 PHASE 1A 518+19.00 1 PHASE 1C 521+63.00 1 PHASE lA 527+84.00 1 PHASE lA 545+94.00 1 _ PHASE lA 526+59.00 1 PHASE 1C 529+69.00 1 PHASE 1C 545+25.00 1 PHASE 1C 549+44.00 1 PHASE 1C _ 555+57.00 1 PHASE iC 559+49.00 1 - PHASE 1C 562+27.00 1 ! PHASE 1C 546+63.00 1 - _ PHASE 2A 558+89.00 1 PHASE 2A 561+68.00 1 PHASE 2A 558+13.00 _ 1 PHASE 1B --__ 561+71.00 -_ 1 PHASES 1A,1B 564+46.00 1 PHASE lA 565+23.00 1 PHASE 1B 567+05.00 2 PHASES 1A,1B 10-18-11 STANDARD ROAD PLANS The following Standard Road Plans apply to construction work on this project. DR-201 4-21-20 Concrete Aprons __ EC-204 10-19-21 Perimiter, Slope and Ditch Check Sediment Control Devices EC-602 10-21-20 Open -Throat Curb Intake Sediment Filter MI-210 10-20-15 PCC Driveways and Alleys MI-220 10-20-15 Detectable Warnings and Pedestrian Ramp MI-221 10-20-15 Combined Retaining Wall - Sidewalk ''.PM-110 4-21-20 Line Types PM-111 _ 4-21-20 Symbols and Legends PR-102 4-21-20 Full Depth PCC Patch Without Dowels PR-140 4-21-15 Subbase Patches PR-201 _1 10-21-14 Runouts for Resurfacing PR-202 10-21-14 ____ Notches for Resurfacing (With or Without Runout) PV-101 4-21-20 Joints PV-102 4-21-20 PCC Curb Details PV-105 T 1 10-21-14 PCC Pavement Widening PV-201 10-15-19 Manhole Boxouts in HMA Pavement and HMA Overlays SI-101 4-19-16-.,Locations - Type 'A' Signs SI-131 10-18-16 'Installation - Type 'A' Signs ._ SI-171 -18-27 Reference Location Sign Posts SW-101 -17-18 fl-20-21 Trench Bedding and Backfill Zones SW-102 Rigid Gravity Pipe Bedding SW-104 4-20-21 .Trench Pressure Pipe Trench Bedding SW-211 4-17-18 Storm Sewer Pipe Connections SW-303 4-20721 Sanitary Sewer Manhole over Existing Sewer SW-308 4-20-21 Internal Drop Connection for Sanitary Sewer Manhole SW-401 4-20-21 Circular Storm Sewer Manhole SW-507 4-20-21 Single Open -Throat Curb Intake, Small Box SW-541 4-20-21 Open -Throat Curb Intake Under Pavement SW-601 4-20-21 Castings for Sanitary Sewer Manholes SW-602 4-20-21 Castings for Storm Sewer Manholes C-1 10 15=19 Work Not Affecting Traffic (Two -Lane or Multi -Lane) C-202 10-19-_21 Work Within 15 ft of Traveled Way C-212 4-21-20 Spot Location Lane Closure with Flaggers C-213 10-15-19 Lane Closure -with Flaggers TC-231 -15-19 Slow Moving Vehicle Operating in the Traffic Lane C-233-17-17 Pavement Marking Operations Two -Lane C-2522 t4-1-20 Routes Closed to Traffic C-601-15-19 Pedestrian Detour -102 -21-20 Traffic Signal Pole Foundation_ -101 10-18-16 Thrust Blocks WM-102 10-18-16 Tracer System WM-201 4-20-21 _Fire Hydrant Assembly _ 108-16 10-19-10 COMBINED CONCRETE SIDEWALK AND RETAINING WALL See MI-221 Location Retaining Wall Sidewalk Concrete Retaining[Sidewalk & Porous Reinforcing Type Height, H Thickness Width, W Thickness Wall oting Backfill Steel Station to Station Side FT FT FT FT CY CV CY LB 542+49.66 543+29.05 LT B 2.0 0.5 5.0 0.5 2.9 12.5 2.0 762 543+29.05 543+49.05 LT B 2 to 3 0.5 5.0 0.5 0.9 3.1 0.5 201 543+49.05 543+69.05 LT B 3 to 4 0.5 1 5.0 0.5 1.3 3.1 0.5 226 ---- - - - - 543+69.05 543+89.05 LI. 4 B 4.0 0.5 5.0 0.5 1.5 3.1 0.5 232 --- 543+89.05 544+09.05 LT B 4 to 3 0.5 5.0 0.5 1.3 3.1 0.5 226 544+09.05 544+29.05 LT B 3 to 2 0.5 5.11 0.5 0.9 3.1 0.5 201 544+29.05 544+48.26 LT B 2.0 0.5 5.0 0.5 0.7 3.8 0.5 186 s-a CD y' C) 1:1 ENGINEER DRnwN BY IOWA CITY, IOWA REVISIONS �IIi-% s ET1. TMS TMS . 1740 Liming., Lang, SDBe Ioo BENTON STREET REHABILITATION ESTIMATE 191037 Nonh Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY C.09 CHECKED BY FIELD BOOK NO FEBRUARY 2022 MCC L U RE' building Strong CO nllilU nlil e� 319-626-9090 BRB FIELDBOOK - STP-U-3715(669)--70-52 ENGINEERING CO. P:\191037-000\06-Drawings\06 - Plans\C01 dwg 3/7/2022 8:05 PM 110-1 110-5 04-16-13 10-20-15 REMOVAL OF PAVEMENT SIDEWALK REMOVAL Refer to Tabulation 102-5 * Not a bid item * Not a Bid Item Begin End Area Saw Cut* Remarks Station station SV LF Begin End Side Pavement LASrea Saw Cut* Remarks 503+77.80 503+07.47 34.3 12.0 Station Station Type 503+77.80 504+07.47 ,_34.3 _. 12.0 Y LF 507+60.16 508+11.41 507+83.72 508+42.32 10.0 13.1 4.0 4.0 503+28.16 503+92.22 RT PCC 147.8 28.0 3EMA CT. 507+67.64 508+29.66 LT PCC 100.1 22.0 WILLOWBROOKE LN. 509+75.70 509+95.73 15.0 8.0 509+82.71 510+40.71 LT PCC 137.7 28.0 SPENCER DR. 509+87.92 L _509+91.87_ 8.2 4.0 7+ 515+90.66 516+49.66 LT PCC 167.9 25.0 KESWICK DR. _ 510+27.55 510+49.73 13.9 8.0 1 517+47.92 518+78.09 RT PCC 342.4 36.5 TEG DR. 515+82.45 _516+04.96 15.0 8.0 521+19.94 522+05.95 LT PCC 233.6 36.0 WESTGATE ST. 515+99.16 516+03.16 8.2 4.0 526+16.36 527+03.16 RT _. PCC 194.4 45.5 ESTRON ST _ 516+35.09 516+58.50 28.8 8.0 527+40.23 528+31.24 LT PCC 238.0 31.0 EMERALD ST. _ 516+48.13 516+64.43_ 7.2 8.0 529+06.25 530+29.57 RT PCC 345.5 _ 57.2 DENBIGH DR. 517+79.98 517+99.96 5.9 4.0 541+75.12 544+47.56 LT PCC 240.7 19e.0 SUNSET ST. _ 518+36.09 518+60.09 7.2 8.0_ 541+71.18 544+97.32 _ RT PCC 394.5 300.0 SUNSET ST. 518+36.21 518+65.09 21.6 8.0 544+98.17 545+53.18 LT PCC 174.3 25.0 STREB ST. 521+09.14 521+37.98 13.9 8.0 545+67.56 546+19.62 RT PCC 1 115.1 25.0 WYLDE GREEN RD. 521+87.65 522+14.43 15.0 8.9 549+17.63 549+72.82 LT PCC J 188.1 25.0 GEORGE ST. 526+24.43 526+49.43_ 9.8 8.0 555+31.44 555+84.12 LT P 33.7 27.0 OAKNOLL DR. 526+24.43 526+44.52 17.7 8.0 551+92.62 552+66.33 RT PCC 199.2 25.0 WEEBER ST. 526+72.82 527+03.00_ 19.3 8.0 561+29.66 562+10.50 _ _ RT _ PCC _ 213.3 _ 37.0 BENTON DR. _ 527+30.20 527+65.20 _. 15.6 8.0y 567+07.47 567+27.47 RT PCC 28.9 3495.3 46.0 i _ 1009.2 M BENTON ST. 527+40.20 528+02.93 529+18.78 529+85.28 534+69.22 534+74.47 541+41.18 527+61.33 528+27.51 529+50.93 530+12.26 534+87.95 534+78.71 541+95.99 16.0 24.8 23.1 23.3 10.8 11.0 38.6 8.0 12.0 8.0 8.0 8.0 8.0 8.0 110-15 04-16-13 541+66.69 541+95.27 60,7 15.0 1 REMOVAL OF INTAKES AND UTILITY ACCESSES 542+54.42+5655 544+ 117.2 8.0 .38 544+84.35 544+52.2.12 545+12.31 87.4 12.2 8.0 4.0 No. Location/Description Type Remarks 545+38.30 545+65.01 545+75.18 545+81.06 26.9 9.9 8.0 8.0 1 STA. 511+00.00, 29.78' RT Intakes 2 + STA. 516+05.90, 58.87' LT Intakes 546+06.06 546+22.12 12.8 8.0 _ 3 STA. 516+34.08, 56.56' LT Intakes 548+83.55 549+32.38 36.3 8.0 4 STA. 516+56.37, 17.76' LT Intakes 549+02.28 550+15.07 48.1 8.0 _ 5 STA, 516+56.70, 30.29' RT Intakes 549+57.78 549+98.18 27.9 8.0 6 STA. 518+56.01, 29.60' RT Intakes 550+30.66 550+38.18 3.3 0.0 7 STA. 522+13.77, 29.80' RT Intakes 550+60.19 552+15.30 72.5 8.0 8 STA. 527+08.52, 30.16' RT Intakes 552+42.35 553+37.31 50.4 7.0 9 STA, 528+33.88, 30.19' RT Intakes 553+53.31 554+52.84 44.9 0.0 _ 10 STA. 530+03.69, 29.87' RT Intakes 554+96.84 555+54.53 25.0 3.0 Smltwy Manhole 11 STA, 546+30.98, 1.96' LT Utilities 555+21.50 555+48.26 18.5 8.0 _ 555+73.23 555+98.48 7.1 4.0 555+82.47 557+03.31 556+82.31 558+02.04 43.7 43.1 0.0 0.0 558+24.04 561+51.55 147.4 9.0 _ 561+85.46 562+17.97 6.4 8.0 561+91.56 564+32.41 110.3 4.0 563+27.19 563+42.20 6.7 8.0 564+24.36 564+32.57 5.4 4.0 564+60.67 565+09.01 19.3 0.0 565+33.41 566+93.84 79.2 8.0 1586.2 362.0 Location/Description KESWICK DR STA 41+06.90 TO STA 516+56.15 W BENTON ST STA 546+19.98 TO 546+44.98 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL Abandonment, Plug Only Sanitary or <_ 36 inch > 36 inch or Abandonment, Plug and Fill Plowable Mortar or CLSM Storm Sewer or Removal diameter diameter Storm Sewer Removal Storm Sewer Removal Sanitary Sewer Removal 142 25 15" and 21" RCP 8" VCP Remarks 08-01-08 CURB REMOVAL Begin Station End Station Side Len th g Remarks STA 509+74.71 509+9l.71 RT 0.3 510+88.93 511+29.27 RT 0.4 515+84.19 516+09.19 LT 0.3 518+34.99 518+57.22 LT _ 0.2 526+31.93 _ 526+41.93 LT _ 0.1 534+68.35 534+84.27 LT 0.2 ?4+68.92 534+84.56 RT 0.2 r'�549+71.68 549+81.68 RT 0.1 160+72.63 _- 160+81.06 LT 0.1 Oaknoll Dr 160+73.18 _ _ 160+80.86 RT 0.1 Oa_knoll Dr 561+90.95 562+10.31 LT 0.2 566+36.117 _ 566+47.17 RT 0.1 110-08 04-17-18 REMOVAL OF CONCRETE DRIVES * Not a Bid Item Location Area I Saw Cut* Remarks 110-14 04-16-1_ 539+11.08 RT 41.8 22.7 539+92.00 RT 49.5 26.0 540+76.22 RT 28.3 19.0 541+78.30 RT 10.4 21.5 544+01.43 RT 21.7 26.3 544+28.61 RT 14.9 12.8 544+72.40 LT 9.2 19.0 550+23.56 RT 48.6 13.7 550+48.19 RT 51.4 23.8 553+48.15 RT_ 38.2 16.2 554+82.59 RT 81.5 43.9 555+70.86 RT 74.1 35.9 556+92.81 RT _55.3_ 21.0 558+13.04 RT 53.320.9 564+46.50 RT_ 79.4 33.3 565+21.23 RT 75.3 38.7 567+04.84 RT 46.8 21.7 779.6 416.4 cweez o,awNar iowA CITY, iowA e-s_oNs building strong BENTON STREET REHABILITATION ESTIMATE srEE. vo 1 TMS TMS 191037 III Nonh Liberty, Iowa 523t1 oo MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY cre«eo BY rein wox No FEBRUARY 2022 319-626-9090 BRB FIELDBOOK MCC L U RE' STP-U-3715(669)--70-52 C. 10 ENGINEERING CO. \191037-000\06-Drawings\06 - Plans\C01 dwg 3/7/2022 8 05 PM 110-17I 04-18-17 Station to Station or Ref. Loc. Sign to Ref. Loc. or Description Sign Direction of Travel Work and Material Type STA 550+88.05, 19.21' R East Trees Clearing and Grubbing STA 554+15.11, 20.69' R East Trees Clearing and Grubbing STA 555+49.03, 21.83' R _ East_ Trees - Clearing and Grubbing STA 564+13.92, 32.47' R East_ Trees - Clearing and Grubbing STA 566+85.26, 25.21' R East Trees - Clearing and Grubbing STA 567+33.550 26.08' R East Trees - Clearing and Grubbing STA 567+41.01, 32.64' R East Trees - Clearing and Grubbing STA 567+48.70, 25.09' R East Trees - Clearing and Grubbing CLEARING AND GRUBBING Trees, Stumps, and Logs and Down Timber Material Diameters 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" 1 1 112 - 4� 10-21-14 CURBS AND RAISED ISLANDS 1 Item Refer to and Detail Series. Point No. Station Offset Island Interi.rj Area Curb and Gutter Remarks Curb Type Gutter Width Length(l) SY FT I LF 509+74.71 510+88.93 515+84.19 518+34.99 526+31.93 534+68.35 534+68.92 549+71.68 160+72.63 160+73.18 561+90.95 566+36.17 16.5 16.5 16.5 ._ 16.5 16.5 16.5� 16.5 16.5 12.5 12.5 16.5 16.5 1/2" 6" Standard 1/2" 1/2" 1/2" M 1/2" 1/2" 1/2" 1/2" _ 1/2" 1/2" 1/2" Sidewalk PCC Sidewalk Sidewalk Sidewalk Sidewalk Sidewalk Sidewalk Sidewalk Sidewalk Sidewalk Sidewalk Drop Drop Drop Drop Drop Drop Drop Drop Drop Drop Drop PCC PCC. PCC PCC PCC PCC PCC PCC PCC PCC PCC _ - 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 25.0 40.3 25.0 22.2 10.0 15.9 15.6 10.0 8.4 Oaknoll Or 7.7 Oaknoll Or 19.4 11.0 EROSION CONTROL (URBAN SEEDING) Following the completion of work in a disturbed area and according to the seeding dates in Section 2601 of the Standard Specifications, place seed, fertilizer, and mulch on the disturbed area as follows: Place seed and fertilize according to the requirements of Article 2601.03,C,4 and Section 4169 of the Standard Specifications. Place mulch according to the requirements of Articles 2601.03,E,2,a and 4169.07,A of the Standard Specifications. 102-3 10-16-18 ACCESS POINTS AND SAFETY RAMPS Refer to Cross -Sections Length of Unclassified Pipe calculated is based on using Corrugated Metal Pipe. Refer to MI-210 z Refer to EW-501. 3 Refer to EW-501 or EW-502. *Predetermined for access Doint not constructed with this proiect. Location Type Length of Opening O O Oi O2 PR Oz sR Pipe Culvert O Aprons Driveway Surface Area Driveway Surfacing Material Remarks Station Side A B C Safety Ramp, or Predetermined* Case ix.. Dropped Curb 3.. Dropped Curb O Size Pepe Length Lt. Rt. HMA PCC 1 or 2 LF I LF FT FT FT FT IN I LF 1 LF 1 LF No. SY SY TON 539+11.08 RT C 1 37.0 17.0 10.0 539+92.00 RT C 2 32.0 ',26.0 _ 540+76.22 RT C 2 25.0 19.0 541+63.68 RT C 2 15.0 15.0 _ 544+01.43 RT C 2 30.0 t 24.0 544+28.61 RT C 2 19.0 13.0 544+72.40 LT C 2 _ 19.0 '! 19.0 550+23.56 RT C 2 20.0 14.0 550+48.19 RT C 2 25.0 24.0 553+48.15 RT C 2 17.0 16.0 554+82.59 RT C 2 17.0 44.0 555+70.86 RT C 2 19.0 36.0 556+92.81 RT C 2 30.0 1- 21.0 558+13.04 RT C ! 2 23.0 22.0 564+46.50 RT C 2 30.0 28.0 565+21.23 RT C 2 29.0 27.0 567+04.84 RT C 2 30.0 22.0 39.6 40.8 19.2 8.0 26.1 9.3 9.2 38.4 56.2 33.8_ !_ !�- _ 76.1 70.4_ 53.0 52.1 _ 79.3 74.3 46.8 �- All Other Materials Es' Length Width Units FT FT Units 6.7 6.7 i 6.7 :ed Quantities Herbicide Area Application Remarks 1-INEE1 oxnwN er IOWA CITY, IOWA 1Evi1, 1 �II� TMS TMS 191037 1740 Lminger Lane, Site 100 BENTON STREET REHABILITATION ESTIMATE cNE«Eo er FIELD eooK No. building strong >rnrnunlfle� North Libery, Iowa 52317 MORMON TREK TO GREENWOOD DR OF QUANTITIES BRB FIELDBOOK FEBRDARY 2022 MCC L U R E,r. 3t9-626-9090 STP-U-3715(669)--70-52 CITY OF IOWA CITY C.l ENGINEERING Co. \191037-0D0\06-Drawings\06 - Plans\CO1.dwg 3/7/2022 8 05 PM 113-1 04-16-19 SIDEWALKS See MI-220 and S Sheets Back of Curb F--. of A -Q3 T-- �v Ml AFR -50 PI 3: 04 i 4" PCC 6" PCC 8" PCC 10" PCC Detectable Intersection/Road Quadrant/Side Length O O O Sidewalk Sidewalk Sidewalk Sidewalk Warnings Remarks FT FT % SY SY SY SY SF BENTDN/3EMA SW 56 8.00 31.2 13.2 16 BENTDN/7EMA SE 54 8.00 31.1 6.5 _ 16 BENTDN/WILLOWBROOKE NW 19.5 5.00 _ 4.8 7.3 10 BENTON_/WILLOWBROOKE NE 19.5 5.00 10.1 7.3 10 BENTON/SPENCER SW 17.7 5.00 _ 4.3 6.1- 10 _ BENTON/SPENCER NW 37.7 5.00 _ 10.4 9.8 20 BENTON/SPENCER NE 34 5.00 10.0 7.5 10 BENTON/KESWICK SW 17.3 5.00 10.2 10 BENTON/KESWICK NW 35.9 5.00 11.0 10.0 20 _ _ BENTDN/KESWICK NE 38.5 5.00 _ 26.6 7.6 10 BENTON S 16.3 4.00 7.2 BENTON/TEG SW 16.5 5.00 2.5 6.5 10 BENTON/TEG SE 38.7 5.00 16.0 16.6 20 BENTON/TEG NE 39.2 5.00 3.9 5.3 10 BENTON/WESTGATE NW 39.8 _ 5.00 11.7 _ 5.0 10 BENTON/WESTGATE NE 20.5 5.00 11.6 5.1 10 _ BENTON/ESTRON SW 41.8 5.00 16.0 13.8 10 BENTON/ESTRON SE 42.6 _ 5.00 18.8 6.3 10 BENTON/ESTRON NW 25 5.00 10.3 5.4 - BENTON/EMERALD NW 44.1 5.00 12.4 10.2 10 BENTON/EMERALD NE 20 5.00 10.9 10.4 22 BENTON/EMERALD SW 58.5 5.00 14.7 13.6 - BENTON/DENBIGH SW 33.3 5.00 21.7 9.1 10 BENTDN/DENBIGH SE 44.7 5.00 21.8 8.4 10 BENTON NW 15.3 5.00 5.0 5.2 10 BENTDN SE 19.7 5.00 11.4 10 BENTON/SUNSET SW 55.6 5.00 38.1 13.5 20 BENTON/SUNSET SE 201.7 5.00 106.3 13.9 20 BENTON/SUNSET NW 43.5 5.00 27-8 10.0 20 BENTON/SUNSET NE 229 5.04 13.1 20 Combined sidewalk and retaining wall in 108-16 BENTON/STREB NW 28.5 _ S.09 8.3 _ 7.4 10 BENTON/STREB _ NE 42 5.00 28.7 10 BENTON/WYLDE GREEN SW 16.2 _ _ 5.00 5.7 5.4 10 _ BENTON/WYLDE GREEN SE 28.5 5.99 9.1 5.4 10 BENTON/GEORGE NW 63.7 5.00 8.3 30.0 10 BENTON/GEORGE NE 51.8 _ 5.00 i 36.2 10 S 122.7 _ 5.00 69.9 9.5 - _BENTON/GEORGE BENTON/WEEBER SW 170.2 5.00 82.8 5.1 7 19-L 10 SENTON/WEEDER SE 91.5 5.00 - 42.8 8.3 - BENTON S 99.5 _ 5.00 55.3 BENTON/OAKNOLL NW 41.9 5.00 15.0 5.2 10 BENTDN/OAKNOLL NE 15 _ -�Et 5.00 2.5 6.2 10 BENTDN/OAKNOLL SW 57.7 5.00 32.5 BENTON/OAKNOLL -. SE 99.8 5.90 -- - 55.2 - - BENTON S 98.7 5.00 54.9 - BENTON/BENTON DR. SW 320.3 5.00 174.8 12.4 10 BENTON/BENTON DR. BENTON/BENTON DR. SE NE 257.2 15 5.00 5.00 137.3 4.9 17.8 8.4 20 10 BENTON S 47.7 _ S.00 30.7 _ - BENTON/GREENWOOD SE 186 S.00 86.1 14.8 10 1509.5 516.0 A_,_ 514 290-01I 04-15-14 SIDEWALK CONSTRAINTS tns: Widths listed in the S sheets are minimums. Cross Slopes: Construct all sidewalks, curb ramps, and landings/turning spaces at a target cross slope of 1.5%. Cross slopes exceeding 2.0% will not be allowed, except for areas tying into existing pavement. In these areas, transition from existing pavement cross slope to a cross slope of less than 2.0% within one panel at a rate not to exceed 1.0% per foot. Longitudinal Slopes: a. Sidewalk: 1. Roadway slope exceeds 5.0%: Sidewalk longitudinal slope exceeding the roadway slope by more than 2.0% will not be allowed. ii. Roadway slope 5.0% or less: Sidewalk longitudinal slope exceeding 5.0% will not be allowed. b. Ramps: i. Ramps 15.0' in length or less: Longitudinal slope exceeding 8.3% will not be allowed. ii. Ramps greater than 15.0' in length: Construct with the longitudinal slope necessary to conform to the design. Landing/Turning Spaces: ENGINEER GRAIN BY IOWA CITY, IOWA xEvls ONs sXEET NO TMS TMS 1740 Lininger Lone, Swte loo BENTON STREET REHABILITATION ESTIMATE 191037 building strong North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY CHECKED BY REID BOOR NO. FEBRUARY 2022 MCC L U RE' 319-626-9090 STP-U-37151669)--70-52 C.12 BRB FIELDBOOK ENGINEERING CO. PA191037-000\06-Drawings\06 - P1ans\CO1.dwg 3/7/2022 8:05 PM 'BCY4 -Place on the same side of the roadway to match existing markings near the project *NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field 3CY4: Broken Centerline (Yellow) @ 0.25 DCY4: Double Centerline (Yellow) @ 2. :LY4: Edge Line Left (Yellow) @ 1.00 SLW2: Stop Line (White) @ 6.00 Road ID Station to Station Dir. of Marking Type Travel Benton 501+92.00 501+92.00 NB Highbuild Waterborn PAVEMENT MARKING LINE TYPES See PM-110 4 ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. i NPY4: No Passing Zone Line (Yellow) @ 1.25 BLW4: Broken Lane Line (White) 0.25 CBW6: Crosswalk Bar (White) @ 9.00 0 BIKE BOX Green 1.00 '7' R "I -'f F � Length by Line Type (Unfactored� Side I BCV4* I DCY4 NPY4** I BLW4 ELW4 ELV4 SLW2 CBW6 DLW6 I SLW6 I CHY8 CHW8 Benton 501+98.00 1- 502+65.00 EB Highbuild Waterborne Paint X Benton _ 581+99.00 501+99.00 WB Highbuild Waterborne Paint X Benton _ _501+99.00 ' 502+7400 __ _ WB Highbuild Waterborne Paint X _ Benton 501+99.00 503+28..00 Highbuild Waterborne Paint X Benton 501+99.00 502+98.00 _BOTH WB Highbuild Waterborne Paint X Benton 502+65.00 _ 503+28.00 EB - Highbuild Waterborne Paint X Benton 502+86.00 ' 507+67.00 w6 Highbuild Waterborne Paint X Benton 503+91.00 507+67.00 BOTH Waterborne Paint X Benton 503+91.00 517+75.00 EB _Highbuild Highbuild Waterborne Paint X Benton _ 508+29.00 ',_ 509+82.00 WB Highbuild Waterborne Paint X Benton _ 508+29.00 509+82.00 BOTH Highbuild Waterborne Paint X Benton _ 510+40.00 515+90.00 Highbuild Paint X Benton _ 510+40.00 515+90.00 _WB BOTH Highbuild _Waterborne Waterborne Paint X_ Benton 516+49.00 522+19.00 WB- Highbuild Waterborne Paint X Benton 516+49.00 517+75.00 _ Highbuild Waterborne Paint r X Benton 518+60.00 526+16.00 _BOTH _EB Highbuild Waterborne Paint X Benton 518+60.00 521+19.00 BOTH Highbuild Waterborne Paint X Benton 522+05.00 527+40.00 WB Highbuild Waterborne Paint X Benton 522+05.00 526+16.00 BOTH- Highbuild Waterborne Paint X Benton 526+92.00 527+41.00 BOTH Highbuild Waterborne Paint X Benton 527+03.00 527+41.00 EB Highbuild Waterborne Paint X_ Benton 527+48.00 527+48.00 SO Highbuild Waterborne Paint X Benton 527+53.00 l- 529+27.00 EB Hi hbuild Waterborne Paint X Benton 527+63.00 528+06.00 M H1 hbuild Waterborne Paint X Benton 528+31.00 528+81.00 (i Hi hbuild Waterborne Paint X Benton 528+31.00 -_ 529+27.00 BOTH Hihbuild Waterborne Paint__ X Benton 528+81.00 {_ 534+68.00 W@ Highbuild Waterborne Paint _ X Benton 530+08.00 534+69.00 EB Highbuild Waterborne Paint X Benton 530+08.00 534+69.00 BOTH Highbuild Waterborne Paint X Benton 534+76.00 + 534+76.00 BOTH Highbuild Waterborne Paint X Benton 534+84.00 ._ 541+79.00 1# Highbuild Waterborne Paint X Benton 534+84.00 538+90.00 _ BOTH Highbuild Waterborne Paint _ X Benton 534+84.00 540+20.00 EB Highbuild Waterborne Paint X Benton 538+90.00 540+70.00 BOTH Highbuild Paint X Benton 540+20.68 541+69.00 EB Highbuild _Waterborne Waterborne Paint X Benton 540+70.00 541+69.00 EB Highbuild Waterborne Paint X Benton 540+70.00 541+69.00 BOTH _ Highbuild Waterborne Paint X Benton 541+69.00 541+69.00 EB Highbuild Waterborne Paint X Benton 541+97.00 542+55.00 EB Highbuild Waterborne Paint X Benton 542+00.00 542+50.00 WB Highbuild Waterborne Paint X Benton _ 542+83.00 544+98.00 BOTH Highbuild_ Waterborne Paint X Benton 542+83.M 545+67.00 _ EB Highbuild _Waterborne Paint X Benton _ 542+83.09 543+80.00 M Highbuild Waterborne Paint X Benton 542+64.60 544+04.00 Will Highbuild Waterborne Paint X Benton 542+84.00 542+84.00 be Highbuild Waterborne Paint X Benton 544+04.00 544+93.00 ' w6 Highbuild Waterborne Paint X Benton 545+53.00 S49+17.06 _ we Highbuild Waterborne Paint X . Benton 546+19.00 f SS1+92.00 EB Highbuild Waterborne Paint X_ Benton S46+19.00 ' S49+17.00 BOTH Highbuild Waterborne Paint X Benton 549+72.00 555+31.00 _ w6 Highbuild Waterborne Paint X Benton 549+72.00 551+92.00 OTH B Highbuild Waterborne Paint X Benton 552+66.00 561+29.00 EB Highbuild Waterborne Paint X Benton _ 552+66.00 ` 555+31.00 BOTH Highbuild Waterborne Paint X Benton 555+81.00 566+96.00 WB Highbuild Waterborne Paint X Benton 555+81.00 561+29.00 BOTH Highbuild waterborne Paint X Benton 562+10.00 _ 566+96.00 EB Highbuild Waterborne Paint X Benton 562+10.00 _ 563+30.00 BOTH Highbuild Waterborne Paint X Sunset 100+00.00 100+83.00 NB Highbuild, Waterborne Paint X Sunset 100+00.00 _ 100+83.00 BOTH Highbuild Waterborne Paint X Sunset 100+83.00 _ 100+83.00 NB Highbuild Waterborne Paint X Sunset 101+04.00 _ 101+47.00 IN Highbuild Waterborne Paint X Sunset 101+07.00 101+50.00 Ss _ Highbuild Waterborne Paint _ X Sunset Be101+80. 102+95.00 BOTH Highbuild Waterborne Paint X Sunset 101+80.00 _ 102+26.00 SB Highbuild Waterborne Paint X_ Sunset 101+80.00 101+80.00 SB _ Highbuild Waterborne Paint X Pay Factor Highbuild Waterborne Paint 0.67 0.75 0.63 4.81 13.84 1.53 5.50 4.70 7.56 5.3S 0.38 1.74 0 04-16- dge Line Right (White) @ 1.00 Remarks BIKE LANE STRIPING STOP BAR BIKE LANE STRIPING DASHED CENTERLINE _ TURN LANE STRIPING BIKE LANE STRIPING BIKE LANE STRIPING DASHED CENTERLINE BIKE LANE STRIPING BIKE LANE STRIPING DASHED CENTERLINE _ BIKE LANE STRIPING _ DASHED CENTERLINE _ BIKE LANE STRIPING DASHED CENTERLINE BIKE LANE STRIPING DASHED CENTERLINE BIKE LANE STRIPING DASHED CENTERLINE DASHED CENTERLINE BIKE LANE STRIPING CROSSWALK STRIPING BIKE LANE STRIPING 6.43 1 1 1 CROSSWALK STRIPING BIKE LANE STRIPING 6.f6 DASHED CENTERLINE 5.67 _ BIKE LANE STRIPING 4.61 _ BIKE LANE STRIPING 4.61 _ DASHED CENTERLINE 0.32 CROSSWALK STRIPING 6.66 BIKE LANE STRIPING 4.06 DASHED CENTERLINE S.36 BIKE LANE STRIPING 4.11 DASHED CENTERLINE 1.4! BIKE LANE STRIPING 6.56 TURN LANE STRIPING 0. DASHED CENTERLINE 6.27 STOP BAR 0.54 CROSSWALK STRIPING 6.56 CROSSWALK STRIPING 2.15 _ DASHED CENTERLINE 2.04 _ _ BIKE LANE STRIPING 9.97 TURN LANE STRIPING 1.39 _ BIKE LANE STRIPING 0.22 STOP BAR 6.94 BIKE LANE STRIPING_ _. 3.64 BIKE LANE STRIPING S.73 BIKE LANE STRIPING 2.98 DASHED CENTERLINE S." BIKE LANE STRIPING 2.20 _ DASHED CENTERLINE 8.63 _ BIKE LANE STRIPING 2.65 _ DASHED CENTERLINE 11.15 BIKE LANE STRIPING 5.48 _ DASHED CENTERLINE 4.66 BIKE LANE STRIPING 1.20 DASHED CENTERLINE 0.83 _ TURN LANE STRIPING 0.83 DASHED CENTERLINE _ STOP BAR .43 _ ; CROSSWALK STRIPING 0.43 _ CROSSWALK STRIPING 1.15 -._ _ DASHED CENTERLINE 6.16 TURN LANE STRIPING _ 0.33 1 _ STOP BAR 9.00 � 38 _ 1.50 31.32 1.73 168.18 2.00 2.Be 8.22 8.48 New Striping vGwEfR a„w�a IOWA CITY. OWA W.1110f4 '� fN[R NO ETMS �TMS 191037 V 1740 LiningerLone, Suite 100 BENTON STREET REHABILITATION ESTIMATE CHECKED!' item BOOK no building strong communities. North Lib", Iowa 52317 MORMON TREK TO GREENWOOD DR OF QUANTITIES CITY OF IOWA CITY FEBRUARY 2022 MC C L U R E e. 319-626-9090 C. 1 3 BRB FIELDBOOK STP-U-37151669I--70-52 ENGINEERING CO. ENGINEER Dx 81 IOWA CITY, IOWA TMS TMS 191037 <NBcxED ar FIELD woo No. FEBRUARY 2022 BRB FIELDBOOK xf�I SIGNS � III% vao Lininger Lana, suae too building strong North Liberty, Iowa 52317 C 319-626-9090 M C L U R E" ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-37151669)--70-52 ESTIMATE OF QUANTITIES CRY OF IOWA CITY plHr NO C.14 *BCY4 - Place on the same side of the roadway to match existing markings near the project. **NPV4 - For estimating ur oses only. No Passing Zone Lines will be located in the field. ***MNV4 PAVEMENT MARKING LINE See PM-110 - Factor of 1.00 as value includes number TYPES of 4-inch passes to cover median nose area. # 108-22 04-16-13 BCY4: Broken Centerline (Yellow) E LY4: Edge Line Left (yellow) @ CHY8: Channelizin Line Yellow @ 0.25 1.00 2.00 DCY4: Double Centerline (Yellow) @ 2.00 SLW2: Stop Line (White) @ 6.00 CHWB: Channelizin Line White 2.00 NPY4: No Passing Zone Line (Yellow) @ CBW6: Crosswalk Bar (White) @ 9.00 BIKE BOX Green 1.00 1.25 BLW4: Broken Lane Line (White � 0.25 0 ELW4: Edge line Right (White) @ 1.00 0 Location Len th b Line T e Unfactored Road ID Station to Station Dir. of Travel Marking Type Side BCY4* DCY4 NPY4** BLW4 ELW4 ELY4 SLW2 CBW6 DLW6 SLW6 CHY8` CHWS Remarks L C R STA STA STA STA STA STA STA STA STA STA TA TA 0 STA STA E RMOVALS Benton Sunset I 501+95.00 101+80.00 502+05.00 102+96.00 WB BOTH - i Removal of Paint � Removal of Paint Pay Factor Total Length (Factored) - Removals X X .- 0.10 _ 1.16 ! 1.00 6.00 9.00 0.38 1.50 - STRIPING NEAR INTERSECTION CENTERLINE _ Total Removals 2.72 t ^-- •.3S � 2.00 r 1.25 B.2S 1.N 1 _ 2.N 2.60 1.M 2.52 0.20 108-29 B4-21-15 PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM-111 IdentRoaroovification Location t � + � I I \ - X �� SCHOOL RING �STOP AHEAD ONLY BIKE LANE EXIT GCutse Remarks Station Side STAW RTAW LTAW CSRW CSLW CSTW CRLW FERW LLRW RLRW RRCW BLSA WCSW WPSB SCLW XNGW STPW AHDW ONLW IKW LANW XITW EACH Sunset 1ee+58 C Sunset � 1e2+e5 C Benton 502+36 C 1 1 1 Benton 502+95 L 1 _Benton .f 502+96 R Benton 503+07 L Benton ' 503+08 R 1 ! Benton � 507+42 L 1 i Benton 507+54 L Benton 509+58 L 1 Benton 509+70 L Benton 515+65 L 1 ' Benton ---515+77 t. Benton 518+72 R Benton 518+84 R 1 _ Benton T 520+95 L 1 r Benton 521+07 L Benton _ I 527+15 L 1 Benton _ 527+15 R Benton 527+27 L Benton 527+27 R 1 Benton 530+20 R Benton 530+31 R 1 ! 540+69 L 1 i __ 1 _ 1 1 1 1 1 1 _Benton Benton 540+81 L 1 Benton 540+96 C 1 _ Benton_ 541+44 C 1 543_+89 C 1 _Benton _ 543+59 C 1 _Benton Benton 543_+78 R 1 Benton 543+90 R 1 _ Benton 546+32 R 1 _ Benton ' 546+44 R 1 Benton 548+92 L 1 Benton 549+04 L Benton � 552+78 R 1 _ Benton 552+90 R 1 Benton 555+06 L 1 _ Benton 555+15 L i 1 Benton � 562+23 Benton 562+35 R 1 Benton_ 566+71 L 1 Benton 566+83 L 1 Totals 18 7 i6 PA191037-000\O6-Drawings\06 - Plans\COl.dwg 3/7/2022 8:05 PM 190-51 10-15-13 MATERIALS FOR TYPE 'A' SIGNS TYPE A SIGNING TYPICALS SIGN NUMBER DIR OF TRAVEL SIGN LOCATION WOOD POSTS PERFORATED SQUARE STEEL TUBE Steel Rect. Tube TYPE A SIGN MOUNTING BRACKETS INSTALLATION REMARKS N0. OFANCHORS POSTS �LENGTI NO. OF x6 ONE POST BRACKETFT TWO POST AUXILIARY - O F1 TYPE DIM 'X' FT SEE SIGNINGLEG NOTES STATION POSTS 1 LEG 2 LEG 1 LEG 2 LEG 3 ANCHOR FT FT FT CONC SOIL IPBASE EACH R10-15A WEST 502+14 R03-17 EAST 503+03 R3-17AP EAST 503+03 — �— - -. R03-17 WEST 509+71 R03-17 EAST 510+84 R03-17 WEST 518+78 R03-17 EAST 522+33 RELOCATED S05-03 WEST 526+20 RELOCATED R07-01 WEST 526+20 S01-01 WEST 527+40 W16-07PL WEST 527+40 SOI-01 EAST 527+54 W16-07PL EAST 527+54 RELOCATED W01-04L EAST 528+54 R03-17 EAST 532+71 SOLAR PWR LED S01-01* EAST 534+69 SOLAR PWR LED W16-97PL* EAST _ 534+69 SOLAR PWR LED 591-91* WEST 534+84 SOLAR PWR LED W16-97PL* WEST _ 534+84 SOLAR BEACON 501-01* WEST 538+06 SOLAR BEACON W16-09P* WEST 538+06 R03-17 WEST 539+30 R03-17 EAST 543+84 R03-17 WEST_ 548+20 R03-17 EAST 552+85 R03-17 WEST 557+85 R03-17 EAST 565+96 R03-17BP EAST_ _ 565+96 R03-17 WEST 566+32 R03-17AP WEST 566+32 R04-11 EAST 568+50 TOTALS CITY *CONTRACTOR — 13 12 12 12 12 12 1 1 1 1 1 1 1 1 1 1 Info Only Info Only Info Only Info Only Info Only Info Only Info Only Info Only Info Only Info Only _ Info Only _ Info Only nfo Only Info Only Info Only __ _. _ j 1 t 1it 1 1 13 13 1 _ 1 1 1 1 _ _ _ 1 1 1 1 1 13 1 - 13 2 12 1 13 1 13 1 1 1 1 1 1 1 1 _ 1 _ 13 1 Info Only Info Only Info Only Info Only _ _ Info Only Info Only Info Only Info Only Info Only Info Only 13 1 12 1 12 1 12 1 12 1 1 13 1 1 1 1 1 1 13 1 13 1 25 6 33f 3! b 3 EXISTING SIGNS TO BE REMOVED 90-62 10-15-13 SIGN NUMBER OR DESCRIPTION LOCATION STATION DIRECTION OF TRAVEL TYPE 'A' SIGN ASSEMBLY TYPE 'B' SIGN ASSEMBLY REMOVE & REINSTALL EXISTING SIGNS CONCRETE FOUNDATION SUPPORT STRUCTURE & FOUNDATION APPLICABLE SIGNING NOTES REMARKS TYPE 'A' RR TYPE 'B' RR RA RB RF RS EACHEACH EACH EACH W11-02 W16-OIP W11-02 W16-01P W11-02 W16-01P S05-03 R07-01 W01-04L W09-01R Wll-02 W16-01P Wll-02 W16-91P 514+41 514+41 514+94 514+94 524+27 524+27 526+92 526+92 528+16 540+29 560+34 560+34— 565+99 565+99 EB EB WB WB EB EB WB WB EB EB EB EB WB WB 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ _ See 14.15 See N.15 See N.15 For For For For For For For For For For For For For For Info Info Info Info Info Info Info Info Info Info Info Info Info Info Only _ Orly _ Only Only Only _ Only Only Only _ Only Only Only Only Only Only 1 1 1 SUMMARY OF TYPE 'A' SIGNS Sign Number R03-17 R03-17AP R03-17BP R04-11 R10-15A R10-11 _ S01-01 W16-07PL S01-01* W16-07PL* W16-09P* -66 262-6 19-21-14 10-18-05 UTILITIES n Area NOT A POINT 25 PROJECT This is NOT a POINT 25 project and is not subject to the _provisions of IAC 761-115.25. 3 24 X 8 4.0 1 24 X 8 1.3 1 30 X 30 6.3 1 30 X 30 6EJ.3 0 36 X 48 •.9 2 rt 36 X 36 13.5 2 24X12 4.0 3 36 X 36 20.3 2 24 X 12 4.0 1 24 X 12 2.0 Totals: City 71.3 GINEE0. DRAWN B, 0.EVISIONS SHEETuo IOWA CITY, IOWA ETMS TMS 1740 LD�Dg- Lane, S ae 100 BENTON STREET REHABILITATION ESTIMATE 191037 North Liberty, Iowa 52317 CITY OF IOWA CITY CHECKED By rEEO BOOK NO. FEBRUARY 2022 C building Sf�OnG3 319-626-9090 MORMON TREK TO GREENWOOD DR OF QUANTITIES C.15 BRB FIELDBOOK _ M C L U R E -„ STP-U-3715(669)--70-52 ENGINEERING C P \191037-000\06-0rawings\06 - Plans\COI-dwg 3/7/2022 8&.05 PM 10-15 259- 10-15-1 25! 10-15 259-1 10-15-13 SIGNING NOTES The following tolerances will be allowed on all signs: Accumulation error of not greater than +/-0.50" per line of copy, not greater than +/-0.50" for spacing between lines of copy, and the margin between lines of copy and the inside edge of the sign border. The following tolerances will be allowed on each letter or numeral: nominal height variation in height variation in width 4" thru 12" -1/8" to +3/8" -1/4" to +1/4" over 12" -1/8" to +3/8" -3/8" to +3/8" Type B signs can be separated into two categories: Major Guide Signs. Minor Guide Signs. Major Guide Signs include the advance and exit direction guide signs for an interchange or intersection. MinorGuide Signs include all other guide signs such as NEXT EXIT signs, supplemental guide signs, logo signs, exit gore signs, post -interchange mileage signs, ramp destination signs, and ramp logo signs for an interchange, as well as destination signs along sideroads. Type A signs are not separated into categories, but special consideration should be given to regulatory signs. Do not remove Type B signs until replacement signs have been installed. If construction activities require the removal of a sign, the existing sign may be relocated to temporary posts, or a temporary plywood sign may be installed to replace the existing sign. Existing non -regulatory Type A signs are NOT required to remain in place until installation of replacement signs. Existing regulatory Type A signs, particularly Stop signs, should not be removed until replacement signs are installed. This guideline may not apply if the traffic control plans have sufficient temporary signing. Apply the following during the replacement or modification of signs: No more than one of the major guide signs for each direction of travel at an interchange out of service at any one time. No major guide sign out of service for more than 8 hours. No minor guide out of service for more than 24 hours. Remove existing signs and posts within 24 hours following the installation of a new replacement sign. In any case where the plans call for a new sign and posts to be installed at the same station location and offset as an existing sign, install the new posts at a minimum of either 5 ft ahead or behind the existing sign installation. Whenever posts for a replacement sign are erected directly in front of an existing sign, install the new replacement sign and remove the existing sign installation within 24 hours of the time that the new posts are erected. Where signs are located behind guardrail, locate the near edge of the sign a minimum of 3 ft behind the guardrail posts. The Engineer may approve reducing this distance to a minimum of 1 ft where field conditions warrant. Unless noted otherwise, leave auxiliary panels, such as exit number panels, in place or reattach to the sign using the existing mounting hardware. Also, when replacing an existing logo sign with a new logo sign, remove the business logo panel(s) from the existing sign and attach to the new sign as directed by the Engineer. Do not damage the auxiliary or logo panels when removing and reattaching them. This work is incidental to other work and no separate payment will be made. SIGNING NOTES The following notes apply to �hg2tforresponding sign fInstallations shown on the plan sheets and listed in the tabulations. IB INSTALL NEW TYPE B SIGN IA INSTALL NEW TYPE A SIGN l3�tt _ Install new signs at the location identified in the plans. For installation of new signs on existing posts: if the new sign is taller than the existing sign, furnish the necessary hardware to extend the sign above the posts. Refer to Standard Road Plan SI-132. if the new sign is shorter that the existing sign: - for wood posts and perforated square tube posts, install the sign at the proper height and cut off the excess post length. for steel posts, install the sign at the top of the posts. For installation of new signs on an existing sign support structure, refer to note (L). Payment for installing Type A signs or Type B signs includes furnishing hardware for mounting, extending signs above existing posts, and cutting off wood posts. MS MODIFY EXISTING SIGN Modify the copy on the existing sign as shown in the plans. Deliver existing copy which is removed to a DOT storage area within SO mi, as designated by the Engineer. Install the new copy as needed to make sign modifications. Payment for Modification of Existing Sign includes removal of existing copy and installation of new copy. MB INSTALL SPECIAL MOUNTING BRACKET Install special mounting brackets at the locations identified in the plans. Refer to Tabulations 190-10, 190-51, and/or 190-65. PW INSTALL NEW WOOD POSTS PB INSTALL NEW BREAKAWAY STEEL POSTS AND FOOTING PP INSTALL NEW PERFORATED SQUARE TUBE POSTS AND ANCHORS Install new wood posts, breakaway steel posts and footings, or perforated square tube posts and anchors at the locations indicated in the plans. Refer to Tabulations 190-51 and 190-50 for post size and footing information. If note (RR) accompanies (PW), (PB), or (PP), install an existing sign on the new posts. RR REMOVE AND REINSTALL SIGN: Do not remove existing major Type B guide signs on posts until the new posts are installed. Promptly remove sign and install at the new location. Existing major Type B guide signs on overhead support structures, minor Type B guide signs, plywood signs, and Type A signs may be removed and stored. Transport the signs to a DOT storage area within 50 mi, as designated by the Engineer. Transport the signs back to the job site when ready for installation at the new location. Replace signs damaged by the Contractor's activities at no additional cost to the Contracting Authority. SIGNING NOTES Payment for Remove and Reinstall Sign includes sign removal, delivery to the DOT storage area (if applicable), and reinstallation. RA REMOVE TYPE A SIGN ASSEMBLY RB REMOVE TYPE B SIGN ASSEMBLY Type A Sign Assembly consists of one or more signs installed on one or more wood posts, either directly mounted to the post or mounted to the post with special sign mounting brackets. Type B Sign Assembly consists of the main sign, all auxiliary signs and brackets, and the wood or steel posts. Unless stated otherwise in the plans, remove all posts with the signs and brackets. Remove each sign assembly identified in the plans. Sign posts removed become the property of the Contractor. All other materials removed remain the property of the DOT. Disassemble each sign assembly removed before delivering to the DOT. For Type A sign assemblies, unbolt all signs, special mounting brackets, and posts from each other. For Type B assemblies, unbolt all extruded aluminum panels, brackets, and posts from each other. Do not damage the disassembled materials. Place backfill in holes remaining from the removal of wood posts and restore to the normal surrounding conditions. Deliver the removed signs, special sign mounting brackets, and extruded aluminum panels to a DOT storage area within 50 mi, as designated by the Engineer. The concrete footings for steel posts are not considered part of the sign assembly. Refer to note RF for concrete footing removal. Payment for Removal of Type A Sign Assembly or Removal of Type B Sign Assembly includes sign assembly removal and disassembly, post removal (if applicable), delivery to the DOT storage area, placing backfill in holes, and restoration of the surrounding conditions. RF REMOVE EXISTING CONCRETE FOOTING FOR STEEL POST Remove existing concrete footings to a depth of 1 ft below ground. Place backfill in holes remaining from removal and restore to the normal surrounding conditions. This work is incidental to other work and no separate payment will be made. IRS REMOVE EXISTING TYPE B SIGN SUPPORT STRUCTURE The following are considered Type B Sign Support Structures: Overhead sign truss and foundation, Cantilevered sign truss and foundation, or Bridge mounted brackets. For removal purposes, wood and steel post are not considered Type B Support Structures. Unless stated otherwise in the plans, existing overhead trusses, cantilevered trusses, and bridge brackets which are removed become the property of the Contractor. If stated in the plans, deliver overhead trusses, cantilevered trusses, and bridge brackets to a DOT storage area within 50 mi, as designated by the Engineer. Payment for Removal of Sign Support Structure and Foundation includes sign support structure removal, delivery to the DOT storage area (if applicable), and restoration of the surrounding conditions. L MODIFTY SIGN SUPPORT ANGLES NEEDED TO INSTALL SIGNS ON EXISTING SIGN SUPPORTS STRUCTURES Refer to the sign support structure details for information on the required angle brackets. Provided all specifications are met, the existing sign support angles may be reused. Install existing sign support angles to be SIGNING NOTES reused only on the sign support structure from which they were removed. Sign support angles removed and not reused become the property of the Contractor. When reusing the existing sign support angles with a shorter replacement sign, the sign support angles may need to be trimmed. Refer to the sign support details to determine if and where to trim the sign support angles. Do not use existing fasteners. Use new stainless steel bolts and nuts to install the existing or new sign support angles to the sign support structure. Removal of existing sign support angles is incidental to removal of the sign. Reinstalling and/or modifying existing sign support angles; furnishing and installing new sign support angles (if required); and furnishing and installing new fasteners is incidental to work associated with Type B signs. SIGN INSTALLATION QUALITY CONTROL NOTES Post lengths have been derived from the proposed grading cross sections. Field verify post lengths. Slight differences between the design template and the actual conditions should be expected. These variations should be resolved by doing some localized shaping and grading. Obtain material needed to meet the site requirements of SI-113 from the footing excavation and/or the area immediately adjacent to the footing. Ensure reshaping work does not substantially change foreslopes or the drainage in the vicinity of the sign. Significant differences between the design template and the actual field conditions need to be resolved in this manner: Survey the location and draw the actual template on the cross section. Recalculate each post length and compare to the maximum allowable leg length. If all of the maximum leg lengths are less than or equal to the maximum allowable leg length, then the proposed post design will be sufficient. If any leg is greater than the maximum allowable leg length, then submit the cross section with the actual template drawn (including offsets and elevation from the survey shown) to the Engineer. The Engineer may forward this information on to the design Engineer in order to complete a new post design. Install the footings, stub posts, and posts according to the following tolerances: -elevation difference from the edge of pavement to the bottom of the sign within 6 inches of the dimension shown. -elevation difference of less than 2 inches between the top of the highest post and the lowest post at a site. Footing construction is the controlling activity that substantially affects the quality of the site installation. Verify the elevation difference between the stubs is exactly the same as the elevation difference between the post lengths. If the Engineer requests, submit documentation detailing the site field chntc in order to varifv city installation. ENGINEER D 1eY IOWA CITY, IOWA REvisloNs III/ snEE*No TMS TMS - 1740 Lim, ge, Lane, Sete 100 BENTON STREET REHABILITATION ESTIMATE 191037 North Liberty, Iowa 52317 CITY OF IOWA CITY KKEDa FE BOOK NO building strong 319 MORMON TREK TO GREENWOOD DR OF QUANTITIES C. 1 6 FEBRUARY 2022 MCC L U R E " 626-9090 STP-U-3715(669)--70-52 BRB FIELDBOOK ENGINEERING C P\191037-000\06-1)rawings\06 - PI—\C0I dwg 3/7/2022 805 PM REMOVAL OF EXISTING APPURTENANCES 104-56 Remove (Modified) No. Station Offset Notes RH1 561+41.28 23.69' RT REMOVE HYDRANT ASSEMBLY RH2 567+25.91 18.84' RT REMOVE HYDRANT ASSEMBLY RV1 549+59.56 13.37' LT REMOVE 6" GATE VALVE RV2 555+99.66 18.46' LT REMOVE 6" GATE VALVE RV3 556+60.46 22.18' RT REMOVE 6" GATE VALVE RV4 560+42.21 18.45' RT REMOVE 6" GATE VALVE RVS 560+49.12 22.50' RT REMOVE 6" GATE VALVE RV6 561+35.13 20.36' RT REMOVE 6" GATE VALVE RV7 561+43.57 22.00' RT REMOVE 6" GATE VALVE RV8 561+58.07 19.67' RT REMOVE 6" GATE VALVE RV9 561+98.56 29.51' RT REMOVE 6" GATE VALVE RV10 567+17.33 8.66' RT REMOVE 6" GATE VALVE RV11 567+24.22 1 10.12' RT REMOVE 6" GATE VALVE RV12 567+25.81 1 11.40' RT IREMOVE 6" GATE VALVE Note: shall All items shall be provide continuous salvaged and delivered to the City of Iowa City Water Division. Contractor water service to affected customers during construction. LIST OF WATER MAIN FITTINGS TAB 104-5B FITTINGS No. Station Offset Size (Inches) Type Notes 1 550+05.96 26.14' RT 12" 22.5 DEG 2 550+14.81 22.47' RT 12" 22.5 DEG 3 552+15.86 22.50' RT 12"x6" TEE 4 552+40.86 35.54' LT 6' 45 DEG 5 552+45.92 30.49' LT 6" 45 DEG 6 553+13.76 29.78' LT 6"x6" TEE 7 553+15.54 29.76' LT 6" 45 DEG 8 1 553+17.02 31.12' LT 6" 45 DEG 9 557+10.70 32.54' LT 6"x6" TEE 10 557+53.19 22.61' RT 12" 11.25 DEG 11 557+72.31 18.82' RT 12" 11.25 DEG 12 557+92.31 19.03' RT 12" 11.25 DEG 13 558+09.15 22.57' RT 12" 11.25 DEG 14 561+53.24 18.50' RT 12" 45 DEG 15 1 561+57.24 22.50' RT 12" 45 DEG 561+98.69 22.50' RT 12"x6" TEE 563+32.12 34.42' LT 6" TEE 563+32.21 31.31' LT 6" 45 DEG 563+36.41 27.05' LT 6" 45 DEG M 563+85.90 22.54' RT 12"x6" TEE 567+17.31 22.50' RT 12"x6"TEE 567+17.52 10.09' RT 6"x6" TEE 567+67.83 23.90' RT 12" CAP PLUG AND ABANDON EXISTING WATER MAIN 104-SB Plug and Abandon Modified No. Station offset Notes PA1 549+59.56 13.37' LT Cap 8" x 6" Tee PA2 552+15.86 22.50' RT 6" P P. A31 556+60.46 22.50' RT 6"; Remove Gate Valve per Sheet D.12 A4 211 557+10.70 31.44' LT 6" PAS 562+10.38 16.56' RT 6" 104-58 WATER MAIN 10/20/2015 LIST OF WATER MAIN No. Begin Station Begin Offset End Station End Offset Pipe Diameter Design Length Notes IN FT WMS 550+03.96 24.03' RT 567+67.83 23.90' RT 12 1763.9 Refer to MWM Sheets WM2 552+40.86 35.54' LT 553+17.07 32.69' LT 6 76.2 PVC; Refer to MWM.01 WM3 553+13.76 29.78' LT 553+13.77 22.52' RT 6 65.0 PVC; Refer to MWM.05 WM4 561+98.69 22.50' RT 561+98.69 41.78' RT 6 19.3 PVC; Refer to MWM.03 WM5 563+85.90 22.54' RT 563+85.79 29.91' RT 6 7.4 PVC; Refer to MWM.03 WM6 567+17.31 22.50' RT 567+17.33 8.66' RT 6 13.8 PVC; Refer to MWM.04 WM7 567+17.52 10.09' RT 567+24.23 10.09' RT 6 6.7 PVC; Refer to MWM.04 BID QUANTITIES INCREASED TO: Total 12" DIP Water Main 1763.9 11,800 Total 6" PVC Water Main 188.4 200 CONNECT TO EXISTING WATER MAIN 104-5B Connect to Existing Watermain (Modified) No. Station Offset Notes CE1 550+03.96 26.14' RT 12" CE2 552+15.86 32.50' RT 6" 552+40.25 30.49' LT 6" Water Service (Refer to Tabulation) 553+17.02 31.12' LT 6" Water Service (Refer to Tabulation) 556+60.46 22.50' RT 6" Water Service (Refer to Tabulation) LCE3 557+10.70 32.54' LT 6" Water Service (Refer to Tabulation) 558+57.22 22.50' RT 4" Water Service (Refer to Tabulation) 560+39.25 34.09' LT 4" Water Service (Refer to Tabulation) CE9 560+49.14 22.50' RT 4" Water Service (Refer to Tabulation) CE10 561+98.69 41.78' RT 6" CE11 563+32.12 34.42' LT 6" Water Service (Refer to Tabulation) CE12 563+85.88 29.91' RT 6" CE13 566+49.82 33.97' RT 4" Water Service (Refer to Tabulation) CE14 567+17.33 8.66' RT 6" CE15 567+24.23 10.09' RT 6" f 11 APR -5 PIN '31: 05 t;r r (OViA CITY, 10111t, 104-5B HYDRANT 10-20-2015 LIST OF HYDRANT ASSEMBLIES No. Station Offset Notes H1 552+56.77 20.12' RT H2 555+29.12 19.67' RT H3 557+16.00 31.33' LT H4 558+31,36 20.03' RT H5 561+46.41 35.43' RT H6 563+26.12 33.66' LT H7 564+18.24 20.16' RT H8 567+24.22 19.94' RT NOTE: Station and offset are the center of turning nut. REMOVAL OF EXISTING WATER MAIN 104-58 Remove WM Modified No. Begin Station Offset End Station Offset Length (LF) Notes RAM1 560+42.17 20.70' RT 562+22.96 15.76' RT 180.8 REMOVE AFTER 12" WM CONSTRUCTION R'4M2 561+43.55 23.87' RT 562+00.88 27.88' RT 57.3 REMOVE AFTER 12" WM CONSTRUCTION BID QUANTITIES INCREASED T0: Total Water Main Removal 238.1 240 ENGINEER OWA CITY, IOWA Dw,WN BY 0.EVI510NS sh _E, nO I TMS TMS nao ❑d�Dge, La-, Suite 100 BENTON STREET REHABILITATION ESTIMATE 191037 NDAh Libe Iowa 52317 CITY OF IOWA CITY CHECKED BY FIELD Boon No MSC L ���, building 5trOn9 319- 26- 90 MORMON TREK TO GREENWOOD DR OF QUANTITIES C.1 7 PEBRUARV 2022 90 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING CO. P�\I 91037-000\06-D-mg,\06 - Plans\C01 dwg 3/7/2022 8:05 PM ENGINEERo-N er IOWA CITY, IOWA TMS 191037 cNecRE, sY FIEW eoOK NO FEBRUARY 2022 RrnsiONs III 1740 Li-ger L,Ne, SvBe 100 North Liberty, low, 52317 C building Strong 319-626-9090 MCC -" BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR ESTIMATE OF QUANTITIES CITY OF IOWA CITY SHEET do C.1 8 BRB FIELDBOOK L U R E STP-U-3715(669)--70-52 ENGINEERING Co. LIST OF WATER SERVICES TAB 104-SB WATER SERVICES Existing Main New Main Size Existing New Service Address Service Size Length (Feet) Plan Sheet Notes Size (Inches) (Inches) (Inches) Size (inches) Note 2, 6. Place new curb stop 1' south of 1129 W. Benton Street 6 12 3/4 1 10.0 MWM.01 new sidewalk. i�[� ,'j T7?` r"'. Connect to existing 4" diameter water 1 Oaknoll Court 6 ?�� lei i ` � _ '� 4 ) t1 6� 75.0 MWM.01 service at STA 652+41 from new 6" diameter water service at STA 553+14. - Install 6" Tapping Valve and new 6" diameter 1 Oaknoll Court 6 12- 6 6 52.0 MWM.01 trenchless water service to connect to � existing service line at STA 553+17. Note 2, 6. Place new curb stop 1' south of 1109 W. Benton Street 6 12 3/4 1 10.0 MWM.01 new sidewalk. Note 2, 6. Place new curb stop 1' south of 1105 W. Benton Street 6 12 3/4 1 10.0 MWM.02 new sidewalk. Note 2, 6. Place new curb stop 1' south of 1101 W. Benton Street 6 12 Unk 1 10.0 MWM.02 new sidewalk. Install 6" Tapping Valve and new 6" diameter 1039, 1059, 1079 W. Benton Street 6 12 6 6 10.0 MWM.02 water service to connect to existing service line. Install 6" Tapping Valve and new 6" diameter 1000 and 1010 W. Benton Street 6 12 6 6 54.0 MWM.02 trenchless water service to connect to existing service line at STA 557+11. Install 4" Tapping Valve and new 4" diameter 1015 W. Benton Street 6 12 4 4 10.0 MWM.02 water Service to connect to existing Service line. Install 4" Tapping Valve and new 4" diameter 900 and 910 W. Benton Street 6 12 4 4 57.0 MWM.03 trenchless water service to connect to existing service line at Sta 560+39. Install 4" Tapping Valve and new a" diameter 905 W. Benton Street 6 12 Unk a 10.0 MWM.03 water service to connect to existing service line. Install 6" Tapping Valve and new 6" diameter 810 W. Benton Street 6 12 6 6 59.0 MWM.03 trenchless water service to connect to existing service line at Sta 563+32. Note 2, 6. Place new curb stop 1' south of 804 Benton Drive 6 12 2 2 10.0 MWM.03 new sidewalk. Note 2, 6. Place new curb stop 1' south of 757 W. Benton Street 6 12 1.5 1.5 10.0 �,� new sidewalk. Note 2, 6. Place new curb stop 1' south of 755 W. Benton Street 6 12 2 2 10.0 MWM.04 new sidewalk. Install 4" Tapping Valve and new 4" diameter 751 W. Benton Street 6 12 4 4 10.0 MWM.Oa water service to connect to existing service line. Trenched 1" Water Service = 40 Trenched 1.5" Water Service = 10 Trenched 2" Water Service = 20 Trenched 4" Water Service = 30 Trenched 6" Water Service = 85 Trenchless 4" Water Service = 57 Trenchless 6" Water Service = 165 Total 1" Corporations = S Total 1.5" Corporations = 1 Total 2" Corporations = 2 Total 1" Curb Stops = S Total 1.5" Curb Stops = 1 Total 2" Curb Stops = 2 Notes: 1. Contractor shall verify all water service/curb stop locations and size Burin construction. 2. Contract shall identify and report existing water service materials to City Water Division. 3. Match water service size to existing service size minimum of 1" diameter). 4. Connections to existing service will not be paid for separately and shall be considered incidental to the respective Water Service bid item. 5. Connections to existing service at the curb stop/tapping valve location will be paid under the applicable Water Service bid item. 6. All proposed services 2" and smaller shall be copper. 7. Adjust curb stop location or water service as required for installation of new 12" water main; incidental to the respective Water Service bid item. 104-5B VALVES le-ze-zels LIST OF WATER MAIN TAPPING VALVE ASSEMBLIES No. Station Offset Size (Inches) Notes TVA1 553+13.77 22.52' RT 6 Refer to hiWM.05 TV 555+60.46 22.50' RT 6 TVA3 557+10.90 22.51' RT 6 Refer to hIWM.05 TVA4 558+57.22 22.50' RT 4 TV 560+39.25 22.50' RT 4 Refer to h1WM.06 TVA6 560+49.14 22.50' RT 4 TVA7 563+36.31 22.50' RT 4 Refer to h1WM.06 TVAS 566+49.83 22.50' RT 4 Total 4" Tapping Valve Assembly 3 Total 6" Tapping Valve Assembly 5 104-SB VALVES 10-20-2015 LIST OF WATER MAIN VALVES No. station Offset Size (Inches) Notes V1 552+13.73 22.49' RT 12 Gate Valve V2 552+17.99 22.51' RT 12 Gate Valve � V3 552+58.84 22.50' RT 12 Gate Valve V4 555+27.03 22.50' RT 12 Gate Valve VS 555+31.22 22.51' RT 12 Gate Valve V6 558+29.26 22.53' RT 12 Gate Valve V7 558+31.36 22.53' RT 12 Gate Valve V8 561+46.41 18.41' RT 12 Gate Valve V9 561+48.44 18.45' RT 12 Gate Valve V10 561+98.69 25.08' RT 6 Gate Valve Vii 562+16.30 22.50' RT 12 Gate Valve V12 562+66.31 22.50' RT 12 Gate Valve V13 563+85.88 24.70' RT 6 Gate Valve V14 564+16.14 22.55' RT 12 Gate Valve V15 564+20.36 22.60' RT 12 Gate Valve V16 567+15.15 22.49' RT 12 Gate Valve V17 567+17.32 18.66' RT 6 Gate Valve V18 567+24.22 22.50' RT 12 Gate Valve V19 567+24.23 10.09' RT 6 Gate Valve V20 567+26.38 22.50' RT 12 Gate Valve Total 6" Valves 4 Total 12" Valves 16 P:\191037-000\06-Drawings\06 - Plans\Col .dwg 3/7/2022 8:05 PM ENGINEER TMS CHECKED BY BRB -NBY DTMS .1. BOOK No FIELDBOOK IOWA CITY,IOWA 191037 FEBRUARY 2022 RENSIp�B �� II'�^ MCC L U R E'" ENGINEERING CO. building S}t-O ng 17s0 Uninger I -a-, Suae 1Do North LbZrty, low, 52317 319-626-9090 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ESTIMATE OF QUANTITIES CITY OF IOWA CITY sHEEr� v C' 19 104-56 STORM MODIFIED SANITARY AND STORM SEWER�. u 0 Diameter or equivalent diameter * Bid Item ** For SW-545 INTAKES AND UTILITY ACCESSES PIPES Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 2 ft length is added to each side of the Design Length to account for estimated len th to center of structures. No. Location Station and Offset *Type or Standard Road Plan Form Grade Bottom Well Extension Length** Notes Line Number Intake/ Utility y Access No. Class 'D' 1 Pipe Size Bid* length Design Length Sloe P % Connected Pipe Joint (DR-121) Flow Lines Pipe Profile Sheet No. Notes Inlet Elevation Outlet Elevation Other Elevation Elev. Elev. Elev. Dir. From To IN FT FT Type I-1 510+99.91, 16.48' RT SW-507 695.81 692.86 P-1 I-2 EXIST 21 38 36.20 0.40 2 695.09 694.41 M.02 I-2 516+56.15, 17.10' RT SW-541 700.95 694.59 P-202 202 I-2 21 34 30.02 0.40 2 695.32 695.19 M.02 202 516+56.15, 16.50' LT SW-507 700.56 694.92 P-203 203 202 21 45 40.60 0.40 2 695.60 695.42 M.02 203 41+06.90, 13.10 RT SW-507 699.00 695.10 P-204 204 203 15 29 25.00 0.40 2 695.81 695.70 M.02 204 41+06.90, 13.10 LT SW-507 698.80 695.31 P-2 I-3 MH-2 15 18 13.87 1.00 2 701.78 701.64 M.03 MH-2 518+56.03, 30.19' RT SW-401 704.67 700.94 P-3 I-4 MH-3 18 15 10.96 0.55 2 720.57 720.51 M.04 I-3 518+66.45, 16.50' RT SW-541 705.75 701.28 P-4 I-5 MH-4 12 15 11.30 1.00 2 749.58 749.47 M.05 I-4 522+14.00, 16.64' RT SW-541 726.30 720.07 P-5 I-6 MH-5 12 15 11.19 1.00 2 752.03 751.92 M.05 MH-3 522+13.77, 30.03' RT SW-401 726.00 719.96 P-6 I-7 MH-6 12 15 11.19 1.00 2 754.44 754.33 M.05 I-S 527+07.82, 16.44' RT SW-541 755.00 749.06 P-7 I-8 801 12 18 13.87 1.00 2 754.10 753.92 M.06 MH-4 527+08.52, 30.14' RT SW-401 755.00 748.87 I-6 528+35.02, 16.63' RT SW-541 757.36 751.53 MH-S 528+33.88, 30.19' RT SW-401 758.13 751.32 I-7 530+10.95, 17.46' RT SW-541 761.15 753.94 MH-6 530+03.69, 29.83' RT SW-401 761.10 753.71 I-8 541+45.08, 30.19' RT SW-507 757.25 753.60 SW-303 546+29.98, 1.96' LT SW-303 743.24 731.06 REFER TO MWM SHEETS FOR WATER MAIN RELOCATION CENTURYLINK O � BOXES / w 2 / Q I / / srams/sToa I � I / V H ilj � ^ C(D) EX ROW U �Zo ROW ------ — — —Z — — —I— T�B) TAB) (B) V—— — — — — — — — — — —C(D)---��—(p'------ — — — — — — — — — — — — — — — G(B F (OF(11) F B ()F ) o ) D(0)-gyp) 0 B OE1 j) O BD C(D) DGppd) OH) OF{E(B) ---® CID) 1 � o u CAUTIONIHIGH PRESSUREGAS LINE W. BENTON ST B"SS(D) "5 B"SS(D) 8"SS(D) 6"SS(D) 8'SS(D) 8" S(D) B"SS(D) 8--SS ) 8"SS(0) 8"SS(D)�,1 8"SS(D) 8"SS(D) 8"SS(D) 0 4_. .. c (D) ..,. C D C D) C(D) Fmessmmw vireo _:- ? T D) G( G(D) G(D) G(D) G(D) G(D) C ) C(D—) — C(D) 0 _ — — —— — — — --— — — — — — — — -- — — — — — — — — 7E— Oo XROW TCE ' LEGEND: . IHMA OVERLAY � I + SIG GAS � I � HMA OVERLAY FILLET T MI ION MAIN v I PCC PAVEMENT PCC DRIVE PROPOSED I PCC SIDEWALK lllllllllllllilllllllll IIIIIIIIIIIIIIgpllpp ELECTRIC TRANSFORMER . PCC CURB AND GUTTER 1 a D LEGEND: NORTH 0 10 20 40 PAVEMENT REMOVAL CENTURYLINK I Q ® DRIVEWAY REMOVAL BOXES I = / / GRAPHIC SCALE O / SIDEWALK REMOVAL Uj atoms + o � / r' O CURB REMOVAL C i� / +� oo ® CRACK AND SEAT any an /y h slilsc'rs/s1n I / °�"M AXEDp o+i ® PAVEMENT MILLING Y! W ^ C(D) I ROW ------ EX ROW —— TV(B) TV(B) (8) "1— — — G(— — — —G(p— — — — — — — — —— — — — — — — — — — —_ G(B H B F OHE"ku OHE B OHE B E(B) CH OHE(B)OHE( ) D(D) D(D) OH ) D(D) I.TOF F gal F B)C(DFIM C(D)— Of D C DF D C(D) C(D) ( ) C(D) 1 � o U CAUTIONI HIGH PRESSURE GAS LINE W. BENTON ST 8"SS(D) "S 8"SS(D) 8"SS(D) a"SS(D) a"SS(D) �`'S5(D) 8' S(D) a"SS(D) B"SS ) 8"SS(D) 8--SS(C) SS(D) a"SS(D) 8"SS(D)� 0 CURB REMOVAL RE 0 1 .' T— —1 . 6"w( g•• ) _3�8.,H(f,) QO)6•' D 6"W(C) w ,�,,,;:a D D) G(D) G(D) 5 i c c D) c(D) (o) � `. T D) G( G(D) G(D) G(D) G(D) G(D) ......( (' i M O IAMETE EETE ROW' r "" r — — — — REMOVE VALVE AND FIRE .. PROTECT TELEPH E TCE RE HYDRANT ASSEMBLY — lE — PEDESTAL DIAMET R TREE STING O WATER N ABAN N ISTING ny" IBE ABANDONED WA V VE REMO t DIAMETER THE G GASVE 18" + SNMAIN I I DIAMETER TREE TRA MI ION MAIN v PROTECT ELECTRIC TRANSFORMER � I ELECTRIC I TRANSFORMER REMOVALS rF'IS�OHS �� ouwH ry IOWA CITY, IOWA SHEET NO TMS TMS ^ 1740 unin9er Lane. Soae 100 191037 BENTON STREET REHABILITATION BENTON STREET Ctic V neu woc ra. FEBRUARY 2022 building Strong %mmUnitle' NONh319- 26-90902317 MORMON TREK TO GREENWOOD DR PLAN CITY OF IOWA CITY BRB FIELDBOOK MSC L U R E " D.14 ENGINEERING C" STP-U-3715(669)--70-52 1037-OOU\06-Dri—rip\06 - FIans\DQ1.dw8 3/7/2022 8:10 PM EX ROW ---..I i +, o�y1 yc. I '� I y III 00 m 1 Ii S: I I I I ROW Ls 1 Z �M;,0 a' v I n s•• 3 z r2 I _ ZZ�m I mm„ z mmmm 503+00 tiD am h I I p C. COW r Nm cmTo O + N— • _ — — — - i 4 I STA 503+28.16 oohs / " I m I I L I rsmstis/smP — END SURFACE RUNOUT BEGIN CRACK AND SEAT/ EX ROW T"— I008+00 WIL OWBROOKE LN ~— JEMA C ', I �I I ) I _..... 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TMS TMS 191031037 CNECREO RT Fl—Roor No. FEBRUARY 2022 �e building strong ::.�: MCC L U RE' nao uninger Lane, Suite loo North liberty, Iowa 52317 -...: .-".= 319-626-9090 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR BENTON STREET SIDE STREET PROFILE CITY OF IOWA CITY E•O� BRB FIELDBOOK STP-U-3715(669)--70-52 PAI 91037-000\06-Drawings\06 - Plans\eOl.dwg 3/7/2022 8:12 PM I^ — -T c I I�rp 09 6'TIL E \ I I I OmzOpm FL: 692.7T 9« > I ! 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ISiONS 0 III'00 TMS TMS 191037 1740 Lining -Lane, Suite 100 BENTON STREET REHABILITATION BENTON STREET cntt.son 8cln eons No. FEBRVARY 2022 MCC bVll('�Ing strong North Liberty, Iowa 52317 �1m�nities. 319-626-9090 MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CITY OF IOWA CITY E.02 BRB FIELDBOOK L U R E STP-U-3715(669)--70-52 ENGINEERING Co. P-M 91037-000\06-Drawings\06 - Plans\eOl Awg 3/7/2022 8:13 PM I I NZ 0 II II ... I mom '% 0 a ~ EX ROW" 1 o ?� m EX ROW O I A i EX ROW EX ROWS I n i pp ry9 521+00 -1 :E > IOM Ott I I Oo O tn2 p < + 95 OFL:6.33'z o m oN W AC:Nr N N V N m �' I I - Sl I �- SIaEEi/STOP g 518+00 g Ice (e)0 sr } y f -WEST ATE ST 7::T ( I -= — ) 1 I� 0' 0"SS(D) ld SXD) ld'SS(D) O z , • Z I _._.. . _..�_ �. .. 0 ., 'Ex ROW I��'\\ m:. JJ ..9 — (0)0 (0» (0» +\ EX ROW - B. �f _ — ._-..... \I w n I 92+00 \ O, Z m/ TA ERO"\VO; W( aOpg ��— (0) 18_.S_T. (D)_18•STA(D )D Z y � = mmy — 9 Hz (0» (0» ;p p Z AOO EX ROW i O qa3I m I MM p m m009 D 9Vz N�In �D 1�m ms gD1 CV NORTH i.. N�Im °�z -1 NORTHZ 0_ 0 10 20 40 m 0 10 20 40 m GRAPHIC SCALE GRAPHIC SCALE 715 715 735 735 cg 710 wW hw r > 710 730 730 ry a g$ ISTA=51f20. VPI EL= 703 60 a > ^ a K=4.00 -20' W " II e �^ l;jVC m> r. ----s 705 725 Fn705 725 > EXISTING CENTE RUN 4.00% \ —_ -Z8 g 700PROFlLE G E 700 ]20 E1�TING CE NE _ — — 720 LE GRADE d 695 1 695 715 S 715 690 690 710 `Y 710 665 685 7051 705 Q 660 680 700 700 `s a os 51 a a 00 _ ap 52+00 6000 _ 61 00 Bai.>9 TMS aMWNry IOWA CITY, IOWA TMS RevisloNs ' 1740 Lininger Lana, suit.100 BENTON STREET REHABILITATION BENTON STREET snEE 10 caBRB 91037 OR No FEBRUARY 2022 building Strong MCC L U R E -`mmunitles. Nodh Li6-62 Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CITY OF IOWA CITY E.03 BRB IE FIELDBOOK LD STP-U-3715(669)--70-52 ENGINEERING CO. P-\191037-000\06-Drawings\06 - Plans\.01.dwg 3/7/2022 8:14 PM E)c ROW T Z . ............. 'o EX ROW 411 22m 0 0 0" �; EXOM Z . 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EX ROW 7n�a I (10 z \ P1= 530+69.34 0 10 20 40 TTvs vary m r- y (0)'J (0' I ?0 $ N 0 10 20 40 • \ \ a smN3: 01z O I Y^ o ,uf GRAPHIC SCALE GRAPHIC SCALE n0 770 770 770 765 _ �.. : ' 765 765 765 ^ p > n �n Or 11 T X A ■ it EASTING C E N ` � t..l � > - —.. > i o- > 760 760 15 A=100+80. g VPI TA =101+ 1 EL = 756. .86 i 4 ' " - 760 d.75Y. 2E37* K = 3.76 i VC =15' 0.50% VC = 20' F °� VPI A • 101µ7.49PROFILE vw srA • 1 .99 g g VP ELEV • 758.19 755 ___.....__._.__.....1_._..___..._._._... 755 755 vwELEv 7u44 +. — — 4.75% 755 i •` PROFILE RADE i PRO LIE GRADE EX03 G CENTERLINE N 750 1 1 750 750 750 745 745 745 GJl 745 > a 740 740 740 (+� " 740 W 735 735 735 735 eS �8I j � 92+00 a � 100+00 "=E �� ^� 101 � •� Y n R _ 91+00 10 FNaO+EER TMS w,wHn IOWA CITY, IOWA n TMS ee-�sioNs ' I' I % 1740 liniagsr Lan•, Suits 100 BENTON STREET BENTON STREET .HE.T— CHKUD ar 191037 Hein aooe.+o FEBRUARY 2022 M C C L U R E .� building strong ^munities. Nsrth Lib", Iowa52317 319-626-9090 REHABILITATION MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CRY OF IOWA CITY E.05 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING CO. PAI 91037-000\06-Drawings\06- Plone\e01.dwg 3/7/2022 8:15 PM Z p (a)0 0 TCE OZaInOZp< ;$ I ,. — ..7�. N_ vvm 0 O S - r. : OraZm N =-S=T ...,. �• j III '. -1 x, be co - � 17 )1S in (a)1$ (a)15 .._.(Mv; • � � EX I i I -_- i -( — _ _. � � .ups--- EX ROW i. 1R'Sf( )_._... 18"ST(D) No '�8— (0�—_' �_ i (a)o r- 00 '4 I 7:1Z rn I I S RE ST Dl (D)ss..DL I I b I , mo&SP$m _-- — _ _ e� (c� I Ian'al WYLDE P w+0 �— i - — �, GREEN RD ,m � CD I r J — (0 Zl �_ 6..W(aq) --_ -- (0)1S (0)15 (0)1S (0)FS- - — — — — — — E %ROW EX ROW 18'•ST(D) 18'•S7(D) 18••S7(D)., ,. 1 I .F No ALL — — — — — — — — _. ,-. 00 .8•SV— 1 N I I. 1pNo —srC \6•• — — — I �,� - '- D mmm �n EXRG ammpD W� NORTH NORTH m, jj j I 0 t0 20 40 o �T�Np�0p< I I=ls 0 10 20 40 I + j. m F m g ------------ ' I sZ= _ �f? I r I GRAPHIC SCALE GRAPHIC SCALE 755 755 755 755 750 750 750 750 8 5tm 8 80 8$ 745 EXISTING CE ,. z ■ 745 745 ^ ' 745 J g WW ° u! -. S WI STAs121f38.$TA=110M6.00 PI ELE•703ELE=741.5 -, 0.73% _ 2.1% E 740 _ 740 740 77 2.00% 740 PROME GRADE PROFILE GRADE EXISTING CEI ITERUNE_/ r......-.m 735 735 735 735 • f`r't 730 730 730 730 725 725 725 725 720 720 720 720 11 111+00 - 121, 00 1 e+waL Meet BY IOWA CITY, IOWA xnisior+s II 11 er no. TMS TMS 191037 f % 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION BENTON STREET eBECI®v veineoo¢ra. FEBRUARY2022 bUlldlfl9 $tF0719 COmlT1Un11iE5. North Liberty Iowa 52317 C 31 erty 1.9 0 M C L U RE�" MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CITY OF IOWA CITY C L C•06 BRB FIELDBOOK STP-U-3715)669)--70-52 ENGINEERING CO. 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I 8" SS(D) 8' SS(D)-- I I� WE EBERST -8"SS(D) EORGE ST I m - 8'SS() 6,SSO0 00 0 Wy vi,�} - MMA -.---.�..-.,,,.�1 -- (GM . o a I N I a1—' OM9 _. w3> s (D)o3 (D)03 (8)3H0 (8)3H0 . , li � nc' m OZ q�jz O I I N II 1 EX ROW c +00 ME ". li - EX ROW D77 EJ�M PS ST EX ROW t--'� am I ❑m I 558+00 D I � 0 I I NORTH "� > NORTH I I 0 10 20 40 TCE I I I o (G)M I 0 10 20 40 GRAPHIC SCALE GRAPHIC SCALE 780 780 785 i 785 $� aW. r 775 +a 775 780 780 _ v> S m g> a> > VPIB A=141 8.95 < w n ty VPI A = 151 1.00 770 A=14 VPI EL= 76 158 770 775 __>__>>_ VPIS wr A=150 o- _ _.- 60.00 V EL=77145 x=1A1 VC 12' .. 775 • VP EL=7 K = 2.62 .78 C=1 •> C=10 VPI EL=76.35 > 765 <K W - g - 1=/.-- 765 770 = 2.84 C =10 rA --- 5.64% r-4 " ' 770 TPROFILE GRADE2 TING CENTERLI EJ VPI ST k=150+74.19 10.02% VPI LEV = 767.97 ROFILE GRADE EXISTING CE RIME 4 � �'"° 760 760 765 7 M CT'1 D 755 1 1 1 755 760 760 W 750 750 755 755 745 745 750 750 140+00 151+00 15 141 00 BNAH@e TMS IMw w TMS IOWA CITY, IOWA zEvisioHs 1740LininwL.-,S.R.100 BENTON STREET REHABILITATION BENTON STREET SHEET no C.—Dn n[Ia worz Ho. 191037 FEBRUARY 2022 bUIIdIT19 S1FOF19 COmI11Uf1111QS. MCC L U RE" North Ub", Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CITY OF IOWA CITY E'07 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING CO. PAI 91037-000\06-Drawings\06 - Plans\e01.41wy 3/7/2022 8:17 PM i I v $ I I I of _ m ox A p O o� TCE 561+00 I $D1� M 555+00 c " v Z EX ROW ¢ xo �uxwco + g x g o IOw� Ptt _ y I O Z �� (0)J (ab I � �� M � EX ROW — — — — . _ _ , — — . I _ _a _ rm- ." _ (akl (a GM o T i MST I Nr A mD mF x < gZZ �� �ti I... ._- I AK OLLDR _ - .-.-.-.-.-.-. J EX ROW I Ir y I I TCE 1 (aY�— — — — — — — — — — — — — — — CID')Ls..zi O c — (a>� — c(ua _r-- F..,� EXROW JM..9 9 (0)/A..9 — — — — (0,M1 9 562+00 (a)s (a)* (a)1556+00 v — — — —BENTON DR L .cc sn* IF g THE CITY OF IOWA CITY AND EX ROW TIC t I eus smv _ � D D ALL DULY FRANCHISED UTILITY COMPANIES OPERATING WITHIN IOWA CITY n o SHALL HAVE ACCESS OVER z o C TCE—`.4 AND ACROSS ALL PRIVATE o s N I g 1z ID ar EXROYY I ) G(D) G(0) G(D) -- NORTH _ DRIVES AND PARKING AREAS + 1 AS SHOWN HEREON FOR THE v z A I I - I s mI NORTH 0 10 20 4o MAINTENANCE OF THEIR c = I I c(o) c(D) 0 10 20 40 f RESPECTIVE FACILITIES. o I I GRAPHIC SCALE GRAPHIC SCALE 785 785 I 770 _- d I 770 780 780 765 H `' '> A 171,12.50 ' 765 $,n ;PIS • VPIS A=17 VP1 96.0 EL - 7 •1.0 .56 • �`� 775 < < 775 7 VP EL 37 .74 C•10 q W m a E4; 760 _EXIS1 NG CENTERLINE S tl1 s s — C =1 8.50% � VPI STA.17 0 VPI ELEV • 7 26 1.%% 5.73% ry PROFILE GRADE — 0"..i• ^'H 770 770 755 -- 11. % PROFIL GRADE 755 EXISTING CENTE E *"s'•••. 765 765 750 '� 750 C' 760 760 745 ri W 755 7 740 740 750 7 735 735 _ _ jz 161+00 171+00 1 17 0 e o pWACRY, IOWA rt�siowt TMS TMS TMS TMS 191037 Illi 1740 Lone, Lminger SON 100 BENTON STREET REHABILITATION BENTON STREET ciea®a rleaeoocra. FEBRUARY2022 building strong communities. C M C L U R E" North Lib", Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR SIDE STREET PROFILE CITY OF IOWA CITY E.08 BRB FIELDBOOK STP-U-3715(669)--70-52 P:\191037-000\06-Drawin0A06 . Pkm\•0l .dwg 3/7/2022 8:18 PM J Y CP1100 I 121N RBR ME72C � $ N: 6068.1Y E: 2166695.84' 11— Ic' O Cp C,2. 0(D) fl + h C(D) E O D) I--- — —+-- — —'i-- — m —I— + — — 12" 8) D(9) C(D) C( 8 W(D) 8 W(D) o (D) +s n CP1101 0 m 121N RBR MEC N: 606820.28' 2166782.79' Z J W v s�oJ, O O I 0 \ o W o a IZ H m O yt W CP1104 p 121N RBR MEC N: 606906.84' "BENTOIN O c p 27"ST(C)— " j, O 27"5T(C) o + O + 27"ST(C)--—2Y'ST(C)`rp E: 2167669.35' + N ST m W. BENTON ST— a ; s 12"MCC) 'r�tCi li�C; fY wR•)S 'Mi 12" t0' ' B) «G(B) G(B) G(B) G(B) B) 0(8) G(B) GW �— C(B) O(B) B is•sIIU p(p) CP1103 121N RBR MEC N: 606843.50' E: 2167372.09' �J a a\ oL c u�i o Al N N Yy wo a, v a Q CP1106 / 121N RBR MEC Il�lap1p�jj� IIIVq�pglllill Di�ui NORTH D ZBD GRAPHIC SCALE 311 MEC C'p 7669.35' p N I pp o p \ r- CD m H y W p N: 606914.72' E: 2168257.43' s p po W N r 0 0 CD O a vi 2• w v ) 12"w(e) - 12"W(C) 12"W(C) 12"W(C) z'MC) W. BENTO + 5 W. BENTON ST m r==— G(B) IXe) G(B) 6 0(B) 0(9) 6 „ 2••y 1KC)� C(0) C(D) .. C(D) .. C(D) C( .. •• D) C D) C(D) 18"ST(C) (D) 18..5 C(D) G(B) G(B B 18••ST(D) CP1105 a 1N RBR MEC 21 N: 606859.25' _ 0 c o ELECTRIC E:2167966.88' _ — PEDESTAL L107 121N RBR MEC o rt N: 606872.91' "^`1 {'�S � U s"y=eou o E: 2168557.16' o (� EH 1i 1 ax B IOWA CITY,IOWA rEviSioNs I'I� SHEEr,uo TMS TMS 191037 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION REFERENCE TIES buildingstrong iimunities. North Liberty, Iowa 52317 cNBRB ar ELDB N. FEBRUARY 2022 MCC L U RE' 9 319-626-9090 MORMON TREK TO GREENWOOD DR AND BENCHMARKS CITY OF IOWA CITY G•01 RB FIEDBOOK ENGINEERING C'- STP-U-3715(669)--70-52 -uw\uo-urawingswo - ria ,gu i awg si iie o. i •r rm IN RBR MEC o O O 606922.70' To 2168838.06' h C4 m INn � 12'•W SE 1 V , ' 12"'N(c) 12^W(c) rl m ci a 7 CP1109 1/21N RBR MEC N: 606886.54' E: 2169136.52' 0 CP11,0 c 1/21N RBR MEC N: 606938.401 E: 2169325.08' 0 zy r a� W � o o o '100 OWN rs I Irifllj 0 e col 0 J CP1111 1/21N RBR MEC N: 6 21\ E: 2169591.49591.41' CP1115 121N RBR MEC N: 607272.1T E: 2170676.28' CP1113 O B + o 0 121N RBR MEC 0 0 .�.. I !m, N: Ir1 of C v�i 1 .21700 .31 -12'"' NTON a D) 0 ) C(p) c (D) C( I,))C ) (D (D FO F F ) F F B) c(B) c(B) c(B) B) c(B) c(e) B CPi 714 121N RBR MEC N: 607218.1 T E: 2170374.46' o I IIIIIII�II IIIIIIIIIIIII I NORTH 0 20 40 80 GRAPHIC SCALE �I11 ���I'i1��711 � 1 '.•41iC=P , _ �anfv' -- uu V._ I ■■■11�1 '»i1 'A11'iaLi m1■�Ir� • IIIII WImONa �A..�11 ai.dr��t�na�vr+larllc�_rarSs■ •.ii Iil��� ��, i� �■��■ 1/21N REIR MEC N: 607201.5V 11 CD ■� III HV xensiotis s�Err�o IowA cm, IowA FTMSR oIA TAPS 191037 II f % 1740 Lim, gerLane, Suite 100 BENTON STREET REHABILITATION REFERENCE TIES building51ron North Liberty, Iowa 52317 crecKeo e. liem sooK r+o FEBRUARY 2022 MCC L U R E"' 9 319-626-9090 MORMON TREK TO GREENWOOD DR AND BENCHMARKS CITY OF IOWA CITY G.02 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING CO. 7.000\06-Drawings\06 - PIam\g01.dwg 3/7/2022 8:19 PM at N 7L cc;" — — - _ - — —L TI aV$13C`�'[r4�7�ury�Slhla� -—"'Sfi•Iw�r1(�yS7S1��IYlfrY.311�Ai14�►)it�� i — [. J N: 607233.6r E: 2171340.W I 0 8'SS(D) 8"SS(D) V1 0 CPI 119 • r E: 2171617.50' IN _ _ CD _ _ - r' - . CC"_ �- in CA � al'rx(MCwrr•�iL'lRl.1 Jai ��w�••• rq�a �.�avm� �� .��� 'L�r[��—lJl><'��� URI .Ia�s� 1W���aav�r��r swid .r Vjjjiii� NORTH 0 20 40 80 GRAPHIC SCALE x I J CP7128 c =21N RBR MEC CP1125 N: 607437.31' �: 2173219.19' c 121N RBR MEC Ue CP1 CP1123 o 121N RBR MEC n o N: 807316.28' E: 2173122.39' R��' EORNTURYLINK ES 121N R RBR MEC N: 807317.70' E: 2173232.12' po C, N o N: p o o p O+ mL�D 2172611.4 E: 2172611.4� tr I.L— i A .0 p + Q c oo g••SS(C) Jp - _ 6..SS(C) Y1 RSS(C) .. .. [D B ". '� ',TX V m Go + a v B 1n I�ff Tvi 8"SS(C) 8"55(C) B 8"55(C) 8..SS(C) 8" S( e' SS( 'SS(C) 8'SS(C 8"S k W- D) C(D) --t— — — I— — W� �4 ^) �— — D) 8"'S(D) + 8"SS(D) I 8"SS(0) I 8-S ) B — — — e.'SS(D) — — .. 6 xlC W(C) 6' W(C) n 6'•y�(C 6.., 6 C) IXD) c 6 D 6.. 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Q• V CP1103 C Ipry C CP1101 RBR MEC Q 121N RBR MEC N: 606843.50' 1121N N: 606820.28' E: 2167372.09' E: 2166782.79' W i 1 1 0 o N � 1 UJI Z o 0 0 $ o o� o 0 CD 0 0 o 0 0 oo� W o 0 0 01�A.s o + 0 o F� $ 0 0 p} Y0 0. + C± Q. N M t+OV/ A O+D O+f O + �r/� + M V rff f0 �F3�L +^ O�_ u'2 v7 v7 nil W v7 in W$ 1Nr1 1Nra V/ to n n MNP CF010 Nr P1104 Y8 CP1106 WJ1 CP7108 121N RBR MEC r ' N R MEC S 121N RBR MEC 121N RBR MEC E: 2169325.08' U �' I: 6 -.-_ _ _ .� 218 - E: 21M38.0 1� ° _ ~ CP1105 0 1/21N RBR MEC N: 606859.25' - E: 2167966.88' CP1107 LU 1121N RBR MEC CP1109 RBR MEC N: 606872.91' 72NN606886.54 V% m E: 2168557.16' Z T.-eM De. mFR Deg 11 ILICa Daa Dn.iytioa rt Ratiw Noreen E.tiwa Tlrsaipt- ET 2.d. Nanhwl Ennis Itt-i►Ces ►T Station Nawne E �� 5w 500-M DDO 501A 853 2156575. 939 gar.'. 532-18.247 607015.654 2159759.945 542.25.601 607257607 2170707.971 EnO: 514."5-12 606892.556 21611M.568 Fne. 53449376 507172203 2169966.303 Er71. 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CIL MIt Mac IWI Ca6R021 21661a1.7f )0.D a VEIN W MB aawJP C llta 1af II67a71.3! eRM ? RM M co O �YP SDD rd66Ti T167iRM sax." f}1/201EMMFc t'7 1F' IMC2 U) IMr1 3tIN 1]19061r na7aa4s5' moos O- Van eM Ma: pp . D 3� !mew„ r4„aa= ax„s o-Item MMS X� CP1113 1121N RBR M C F- ...I /1 2W6 "M4. 721 nif267.41 N1.69 CP-I/MRMMW Iurr saurrta3 2'SfeIS].fi n2D1 o-vsec MMC s� \ I I101 .Nett.] aIM]e.0a 73! [P ax eM uS ppx .�, N: 60725 J = 37M 1o.w.s. aMirs 7aer r>.-Va. awl Ms E: 217 .Y ��- ••. r ' 1110 1a69ae 23a9923A1 7SL74 CP-1/axeMMC __ -- iui 1da.77 nrrnw2 >[LM t: Vaw aM us -._. `. - Pa7M74e 7]WQS.S 7A91 MLIEN aaa MIL P1114 m lull 50725519 ZUR1011S7 773A CR VSH WM& CP11 j 121N RBR MEC I W 1w 4W2L37 n7roPIw1 son Ta VawIMM3 ltss aP7z7:.19 217. mm CF aw aM Ms N: 807218.17' 1 1/2 -- 7- E: 2170374.48' I W SlL blmm se a7a78.ss ]sin t>` Vow awl Ms= lu: 4a7ac n a7me9aP nL_ v- Van w us ca IIIIII IIIIII G II I�1�lp C7 y NORTH Ln H F- nnn o o - :0 ca I� CP111� O o N O g o o v g p� O o O CD O o 0 0� O CD O O p� p o 40 o C n� 0 0 o 21N RBp1li $ + + L + } + + 4 + t + + + Z^ + + + ♦ + + + + + CP71ie _ _ + + + D ti7 N: 607272.1� 1a P1117 PO WW MN6 h r�7 Mo3 Y O rv�i 1�n 1°ei 1�f to CP1 RBR M& oCP1126 o I sn 1�21NRBRME� M7 O M9 CP1li Mf n CP1121'n ea M' V7 E: 2170676.28' N: 607266.38' f W 121N RBR MEC I 1I21N RBR MEC CP1123 12NN607318.28'E: 61073219.19' 1/21N RBR MEC n I e E: 2171040.08' 1 N: 807281.20 , �D N: 807293.64' IN'SOZ298 SIT 121N RBR MEC E: 2173122.39' N: 607317.70' EI .2173232.17 r "U) ZPI�-Cp" T- -i-1 - - F-�- 1 --+-- F -'1-� - �---I- - F-� 1 I F- I� - �-E- - IT � t H - +-'-'1- - T 1 t H B 9� m C1 IW16 121N RBR ME Z CP1127 121N RBR MEC CP1118 CP1120 N: 80BR ME9' N: 607262.66' N: IN RB M 1121N RBR MEC O E: 2172836.23' NI60 26R 4'W 121N RBR MEC W E: 2172312.76'E: 2170763.17 OZ N: 607233.67" m E: 607245.35' ZE: 2173404.71' J W E: 2171340.04' (L W w 3 m -Nu aMwN IT Na REVISIONS WEFT IowA c1TY, IowA TMS TMS 191037 III% -'"+ 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION REFERENCE TIES building strong COmmunitles. North Liberty, Iowa52317 CITY OF IOWA CITY G.04 cN BRIB er xlmwoa No FEBRUARY 2022 MCC L U R E- 9 9 319-626-9090 MORMON TREK TO GREENWOOD DR AND BENCHMARKS BRB FIELDBOOK STP-U-3715(669)--70-52 1037-000\06-1)rawings\06 - Plans\g0I dwg 3/7/2022 8.19 PM I I543+90 760 SUNSET CIRCLE I 723 STREB STREET 1 I LOCKHART, RICHARD LEHMAN, KEVIN s12+6i SLS' LT3 I 543+90.3 f I 56.5' L OF S4.r LT M I j TEMPORARY RY EASEMENT TEMPORARY II I C.. II MEN,J IV)----- I--- -- ---------- S4i+SS.i 71l LT � m X8. LT W I // ---- ---r - --------- NI - �� {IWW=111- __ I I 1 3" SF OFPERMANENT ACQUISITION I { . - 5a4+13.9 ,. SO-O-. 32.T RT RT_-.-_ ------ 1 r I _ 41.7 RT - - ------ ----- \ 1 I 801 WYLDE GREEN ROAD I W I 1405 BENTON STREET c 735SFOF PRATT, KEVIN I Q Z GRAHAM, CHERYL 542+64.E 1ElSR I U.FRT now TEMPORARY EASEMENT J ul I LEGEND: OF'- 55.0'RT I ilRf MtiiO I II ® ACO ISRIONY P 13003 OF TElpMRY TEMPORARY EASEME* I�^�t V I ® PERMANENT 1913 SF OF INN �Y11�li glt'li��gy1tM,Mp'1)'p1 iT1�ET I 1305 W. BENTON STREET I EASEMENT NORTH TEMPOR TEMPORARY EASEMENT a I 01 ` PRATT, KEVIN I I ® EAS MENTY �, 0 10 20 40 I I y My ( I p3 s M'a KT Ma' RT I 1 I I � � I I GRAPHIC SCALE --il �W_------------------------------------------- �,u�>--��)----��)------ IC9 II -o"u) �O u) u) off c OH T�-�-� oHc(c) OHC(C) 0Hc(c) OHc(c) oHc(c) tYw ��� tri1 Iry •: WA 1 1r w �� Iry ,ry trq-ti'M��tYM --- --- T- --- -- - 553+34.1 554+19.1 I SSH1S.0 30.5 RT 552+SS.1 31.7 RT 31.0' RT I 553+34.0 30.8' RT , _"`= : 555+04.1 549+40.5 31.9' RT 551+17.3 31.6' RT I ( M31+gg.1 551+M'0 31.V RT I SR+50.0 43Z RT 43.0' RT . 1020 SFOf 42.6' RT 31.8'RT 31.8' RT - 550+35.4 551+17.2 43.6' RT 982 SF OF 47.4'RT I S00 SF OF 7020 SF OF I TEMPORARY EASEMENT i F 549+40 8 43.7' RT TEMPORARY EASEMENT TEMPORARY EASEMENT I TEMPORARY EASEMENT 43.9' RT I 1139 SF OF I 981 SF OF I I I 1105 W. BENTON STREE TEMPORARY EASEMENT TEMPORARY EASEMENT MIH/ LOPO&PS, ARI . TOTELIS I I I I w Im I y w W I "" I I 1201 W. BENTON STREET 1201 W. BENTON STREET 1129 W. BENTON STREET 1123 W. BENTON STREET 1109 W. BENTON STREET SLADEK, MARY ANN SLADEK, MARY ANN ERICKSON, YASUKO I IHRIG, RANDY 1117 W. BENTON STREET I 1117 W BEN MIHALOPOULOS, BILLGLI NORTH O F-7] ® a I „ , 0 0 10 20 40 GRAPHIC SCALE ENGINEER D-N RV owA an, IowA -IONS SHEET NO TMS TMS 191037 III i vao uninge. Lone, sae 100 BENTON STREET REHABILITATION CHECKED Br HEin RooR No. FEBRUARY 2022 C M C L U R E ry bUIIC,lft9 S,FOf19 -' North Liberty, Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR BENTON STREET RIGHT OF WAY CITY OF IOWA CITY H.0 BRB FIELDBOOK STP-U-3715(669)--70-52 1037-000\06-Drawings\06 - Plans\H.01 dwg 3/7/2022 8.20 PM 1105 W. BENTON STREET TEMPORARY EASEMENT MIHALOPOULOS, ARISTOTELIS 12 I � I 1101 W. BENTON STREET 1039 W. BENTON STREET I 1015 W. BENTON STREET PAULSEN, KATHLEEN BENTON VILLA RESIDENTIAL HILLSBORO RESIDENTIAL COOPERATIVE, INC. COOPERATIVE, INC. 13 14 I 15 I li h LEGEND: IIIIIIIIIIIIIIIIIII IIIIIIIIIgIIIIpII gpla �IIIII i ®RIGHT OF WAY ACQUISITION ® PERMANENT EASEMENTNORTH TEMPORARY EASEMENT 0 10 20 40 GRAPHIC SCALE 0 w7 ro 564a•31.8 12'W ��� 12'W ��� 12'YY �� 12-W ��� 33.0' RT \ 12"W 111M r.�� tYW 12"W 12-W 12-W tYW �� bb 12'W �� ti'W 12 W — 561+33. ]"+93.13.0'RT • S61+32.1 1i�H2O ! sF OF I I B NTON STREET T 3&f RT s5at.6z1 i 44A' RT 2503 5F OF I � 3815 TEMPORARY EASEMENT 564� �*RTI I BARIE755 BARE 008 00 TRUST TEMPORARY EASEMENT 561+33 3 I 802 BENTON DRIVE I I i--- 'w ! 905 W. BENTON STREET 44.9' RT 56/H3.4 0 60.0 RT (MULTIPLE OWNER I - C j Ss0 T & H INVESTMENTS, LLC Z W.VRT OCCUPIED UNITS) 16 I Q w,I I m I I I ( �m m I i I ' i I I I NORTH I I I CENTURYLINK I I BOXES 0 10 20 40 GRAPHIC SCALE rr+cweea oan•.m er IOWA CITY, IOWA 1-15IonS TMS TMS 191037 - II'� 1740 Lin,nger Lane, Suite 100 BENTON STREET REHABILITATION eereaeP SY nem eooa Na FEBRUARY 2022 MC C L U RE` building Strong Liberty, .,mmunities. Northrty, 9 52317 MORMON TREK TO GREENWOOD DR BENTON STREET RIGHT OF WAY CITY OF IOWA CITY H.02 BRB FIELDBOOK STP-U-3715(669)--70-52 PAI 91037-000\06-1)rawings\06 - Plans\11.01 elwg 3/7/2022 820 PM o i 4 i441 L------�—L— '--- --- — — — — — ------------ -- — o----------------- / ----- o , ------------- W. BENTON ST 1946 SF OF 1943 SF OF TEMPORARY EASEMENT TEMPORARY EASEMENT 565+39.8 564+31.8 33.0' RT 11'y 12"W ��� 17'M tYM �� tri —33.0 T` $P"U M/ f • 564-32.1 S65M0A j "9' RT� 755 W. BENTON STREET 6s' T 49 W. BENTON STREET N7.1PENNINGROTH 747 W. BENTON STREET O+ qENTERPRISES, LN SON RT BARE & BOOBOO TRUST 01 CENTRAL STATE BANK 18 LLCd�pp LEGEND: MplClp 19 (A�P� Pa I ®RIGHTOFWAY ACQUISITION PERMANE® EASEMENT NORTH TEMPORAR II ® 0 10 20 40 •I MULTIPLE CENTURYLINK LINES — T EASEMENT MAPS UNCLEAR ON EXACT LOCATION GRAPHIC SCALE House Number Street Name Owner Last Owner First Temp Easement Area (SF) Permanent Acquisition Area (SF) 1 1405 W. Benton St. Graham Cheryl 1913 2 760 Sunset Circle Lockhart Richard 2293 3 800 Sunset Circle Bigelow Clinton 1300 364 4 723 Streb St. Kevin Lehman 1100 5 1311 W. Benton St. Woodard Fredrick 1513 132 6 1305 W. Benton St. Pratt Kevin 735 7 1201 W. Benton St. Sladek Mary Ann 1139 8 1129 W. Benton St. Erickson Yasuko 981 9 1123 W. Benton St. Ihrig Randy 982 10 1117 W. Benton St. Glick John 900 11 1109 W. Benton St. Mihalopoulos Bill 1020 12 1105 W. Benton St. Mihalopoulos Aristotelis 1020 13 1101 W. Benton St. Paulsen Kathleen 1422 14 1039 W. Benton St. Benton Villa Residential Cooperative, Inc. 1919 15 1015 W. Benton St. Hillsboro Residential Cooperative, Inc. 1652 16 905 W. Benton St. T & H Investments, LLC 2503 17 802 Benton Dr. (Multiple Owner Occupied Units) 3015 18 755 W. Benton St. Bare & Booboo Trust 1943 19 749 W. Benton St. Penningroth Enterprices, LLC 1946 KBV SIGNS BNS DIOwCITY,IOwA TMTMS 1 S TMS --*, 1740 Lininger Lone, Suite 100 BENTONSTREETREHABILITATION91037 North Liberly, Iowa 52317 O MD BY MUD BOOK NO FEBRUARY2022 MCC L U R E'" building strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR BENTON STREET RIGHT OF WAY BRB FIELDBOOK STP-U-3715)669)--70-52 o Y c-.., Lo ot I NORTH 0 10 20 40 GRAPHIC SCALE —1 NO CITY OF IOWA CITY H.03 PAI 91037-000\06-1)rawings\06 - Plans\H.01,dwg 3/7/2022 8:20 PM 108-2 ON-N1- TRAFFIC CONTROL PLAN GENERAL TRAFFIC CONTROL NOTES: THE CONTRACTOR SHALL EMPLOY SOUND PRACTICES OF SAFETY AND TRAFFIC CONTROL. THESE METHODS AND PRACTICES SMALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH OTHER PROJECTS IN THE AREA. 2. PHASE 1A, PHASE 10, AND PHASE 1C MAY BE COMPLETED CONCURRENTLY. PHASE 2A, PHASE 2B, AND PHASE 2C MAY BE COMPLETED CONCURRENTLY. SEE STAGING PLAN AND J SHEETS FOR FURTHER INFORMATION. 3. TRAFFIC CONTROL ON THIS PROJECT SHALL BE IN ACCORDANCE WITH SPECIFIC LAYOUTS SHOWN ON THESE PLANS AND STANDARD ROAD PLANS. TRAFFIC CONTROL DEVICES, PROCEDURES, AND LAYOUTS SMALL MEET THE REQUIREMENTS OF THE IOTA DOT, AND CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AS ADOPTED BY THE DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVE CODE (JAC), CHAPTER 130 (MJTCD). 4. ALL TRAFFIC CONTROL DEVICES SWILL BE FURNISHED, ERECTED, MAINTAINED AND REMDVEO BY THE CONTRACTOR. S. ALL TRAFFIC CONTROL SIGNS BALL BE PLACED A MINIILIN OF TWO FEET CLEAR OF THE OUTSIDE EDGE OF CURB HERE POSSIBLE. 6. CONTRACTOR SHALL ERECT ALL WARNING SICM ON FIXED POSTS. PORTABLE MOUNTINGS FOR WUWNG SIGNS MAY BE USED FOR TEMPORARY INSTALLATIONS OF 3 DAYS DR LESS. 7. THE PROPOSED SIGNING MAY BE MODIFIED TO MEET FIELD CODITIONS, PREVENT OBSTRUCTIONS AND TO ACCOMMODATE CONSTRUCTION SCHEDULING UPON APPROVAC OF THE ENGINEER. 8. ORANGE SAFETY FENCE SHALL BE PLACED ENTIRELY ACROSS THE TRAVELED PORTION OF THE ROADWAY AND SHOULDERS AT ALL LOCATIONS MERE TYPE III BARRICADES WITH ROAD CLOSED SIGNS ARE USED. 9. LONG TERM OR PERMANENT TRAFFIC CONTROL SIGNS THAT CONFLICT WITH SPECIFIC LAYOUTS SHOWN ON THESE PLANS ARE TO BE COVERED AS DIRECTED BY THE ENGINEER. le. SIGN WASHING SMALL BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL AND REQUIRED AS DIRECTED BY THE ENGINEER. 11. REFER TO IDA DOT STANDARD SPECIFICATIONS FOR HIGAAY AND BRIDGE CONSTRUCTION SEC. 4196.03 FOR SIGN REQUIREMENTS. 12. THE LOCATION FOR STORAGE OF EQUIPMENT AND MATERIALS BY THE CONTRACTOR DURING NON -WORKING HOURS SMALL BE AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL OBTAIN AND PROVIDE A WRITTEN AGREEMENT WITH PROPERTY OWNERS FOR STORAGE OF EQUIPMENT OR MATERIAL OUTSIDE OF RIGHT OF WAY AND EASEMENTS SHOWN. 13. THE BID ITEM 'TRAFFIC CONTROL" SHALL INCLUDE THE COST FOR ALL TRAFFIC CONTROL MEASURES REQUIRED OF THE CONTRACTOR EXCEPT FOR THOSE WHICH ARE SEPARATE BID ITEMS OR ARE INCIDENTAL TO OTHER BID ITEMS. 14. SHOULD A SITUATION ARISE REQUIRING JW EMERGENCY RESPONSE TO THE PROJECT SITE OR ADJACENT LOCATION, THE CONTRACTOR SHALL MAKE REASONABLE ACCOMMODATIONS TO NOT HINDER EMERGENCY VEHICLES AND/OR PERSONNEL. 15. BID ITEM "TRAFFIC CONTROL" INCLUDES INSTALLATION OF TYPE 11 BARRICADES AND R9-9 "SIDEWALK CLOSED- SIGNS AT ALL SIDEWALK CLOSURES. 16. THE CONTRACTOR SHALL NOTIFY THE CITY, FIRE, POLICE AND EMS TWO WEEKS PRIOR TO CHANGES IN TRAFFIC PATTERNS. 17. WHERE SAFETY CLOSURE BARRICADES ARE TO BE INSTALLED, LINE TYPE III BARRICADE WITH R11-2 SIGN BULL BE INSTALLED PER LANE OF CLOSURE. 18. ALL ROAD CLOSURES AND DETOURS WILL NEED TO BE COORDINATED WITH AND APPROVED BY THE ENGINEER TWO WEEKS PRIOR TO A ROAD CLOSURE. 19. ALL STREETS AND SIDEWALKS WILL BE WEN AND HAD -SURFACED DURING THE WINTER FOR SNOW REMOVAL OPERATIONS. ZB. ACCESS TO BE MAINTAINED TO ADJACENT PROPERTIES AT ALL TIMES DURING CONSTRUCTION, INCLUDING MAIL DELIVERY, SOLID WASTE COLLECTION, AND EMERGENCY VEHICLES. ZI. PEDESTRIAN TRAFFIC TO BE MAINTAINED AT ALL TIMES W OE SIDE O THE STREET. 22. REFER TO SHEETS 1.02 - J.06 AND TAB 108-261A FOR STAGING SPECIFIC TRAFFIC CONTROL SITUATIONS. REFER TO THE FOLLOWING STANDARD ROAD PLANS FOR OTHER TRAFFIC CONTROL SITUATIONS THAT MAY BE REQUIRED: TC-I - WORK NOT AFFECTING TRAFFIC (TWJ-LANE OR MULTI -LANE) TC-202 - WORT( WITHIN 15 FT OF TRAVELED WAY TC-213 - LANE CLOSURE WITH FLAGGERS TC-231 - SLOW MOWING VEHICLE OPERATING IN THE TRAFFIC LANE TC-233 - PAVEMENT MARKING OPERATIONS TWO-LANE TC-252 - ROUTES CLOSED TO TRAFFIC TC-691 - PEDESTRIAN DETOUR BENTON ST CLOSURE: 1. VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE MAINTAINED ALONG BENTON ST DURING AL RUSES OF CONSTRUCTION WITH THE EXCEPTION O PHASE IA. SEE STAGING PLAN AND J SHEETS FOR FURTHER INFORMATION. SPENCER DR, KESWICK DR, TEG DR, WESTGATE ST, ESTRON ST. DENBIGH ST, WYLDE GREEN RD, GEORGE ST, WEEBER ST, OAKRTOLL OR CLOSURES: 1. SPENCER DR, KE94ICK DR, TEG DR, WESTGATE ST, ESTRON ST, DENBIGH ST, WYLDE GREEN RD, GEORGE ST, WEBER ST, AND OA KNOLL DR MAY ALL BE FULLY CLOSED FOR RECONSTRUCTION. 2. THE RECONSTRUCTION OF THE PRECEEDIMG INTERSECTIONS WITH BENTON ST MAY BE COMPLETED IN THE ORDER THE CONTRACTOR SEES FIT WITHIN THEIR RUSE TIJMEFRAME SHOWN IN STAGING NOTES 3. DUE TO LOCAL USE OF ROADS NO PLANED DETOUR IS NECESSARY FOR CLOSURE ON THESE STREETS. 4. CONSTRUCT SIDEWALK EXTENSIONS SHOWN IN PLAN SETS. JEMA CT, WILLONBROOKE LN CLOSURES: 1. JEMA CT AND WILLOWBROOKE LN SHALL MAINTAIN TRAFFIC AT ALL TIMES DURING CONSTRUCTION. 2. CONSTRUCTION SHALL OCCUR WITH ONLY ONE HALF OF THE INTERSECTION CLOSED AT A TIME. EMERALD ST CLOSURE: 1. EMERALD ST SMALL MAINTAIN TRAFFIC AT ALL TIMES WRING CONSTRUCTION. 2. CONSTRUCTION SHALL BE COMPLETED WREN IOWIA CITY COMMUNITY SCHOOL DISTRICT IS NOT IN SESSION. 3. CONSTRUCTION AT EMERALD ST SMALL BE PRIORITIZED FIRST WITHIN ITS RESPECTIVE PHASE AND COORDINATED WITH THE IOWA CITY COMMUNITY SCHOOL DISTRICT TO CAUSE MINIMAL DISRUPTION 4. CONSTRUCT SIDEWALK EXTENSIONS. BENTON OR AND ADJACENT DRIVEWAY ENTRANCE CLOSURE: 1. BENTON DR SHALL MAINTAIN TRAFFIC AT ALL TIMES DURING WATER MAIN AND ROADWAY CONSTRUCTION. 2. CONSTRUCTION SHALL OCCUR WITH ONLY WE HALF OF THE INTERSECTION AT BENTON DR CLOSED AT A TIME. 3. CONSTRUCTION OF THE WESTERN DRIVEWAY SHOULD OCCUR BEFORE OR AFTER BOTH SIDES OF THE BENTON DR INTERSECTION HAVE BEEN REOPENED TO TRAFFIC. VARIOUS DRIVEWAYS: 1. ACCESS TO LOCAL PROPERTIES SHALL BE MAINTAINED AT ALL TIMES DARING WATER MAIN AND ROAWAY CONSTRUCTION. 2. FOR FACILITIES WITH MULTIPLE ACCESS POINTS, ONLY ONE WAY BE FULLY CLOSED AT A TIME. 3. FOR FACILITIES WITH ONLY A SINGLE ACCESS POINT, ONLY ONE HALF O THE DRIVEWAY MAY BE CLOSED AT A TIME. 4. SEE I SHEETS FOR FURTHER DIAGRAMS SHOWING CLOSURES. SUNSET ST CLOSURE: 1. MAINTAIN TRAFFIC THROIJSR INTERSECTION AT ALL TIMES. FULL ROAD CLOSURE WILL NOT BE ALLOW ON THIS PROJECT. AT A MINIMUM ONE LANE MUST BE PROVIDED FOR EACH DIRECTION. 2. CONSTRUCTION SMALL BE COMPLETED MEN IOWA CITY COMNITY SCHOOL DISTRICT 15 NOT IN SESSION. 3. CONSTRUCTION SHALL BE COMPLETED IN 4 STAGES AS OUTLINED IN THE STAGING NOTES. 4. CONSTRUCTION OF RETAINING WALL ON NE CORNER SHALL BE COMPLETED IN THE PHASE OF THE ADJACENT SIDEWALK SECTION. S. SEE J SHEETS FOR FURTHER DIAGRAM SHOWING CLOSURES. WATER MAIN CONSTRUCTION: 1. FOLLOW TC-202 AND TC-212 GUIDANCE FOR TRAFFIC CONTROL DETAILS. 2. MAINTAIN TRAFFIC ALONG BENTON STREET AND ALL SIDE STREETS AND MAINTAIN ACCESS TO ALL PROPERTIES AT ALL TIMES WRING CONSTRUCTION. 3. CONSTRUCTION NEAR GREENWOOD DRIVE SHALL REQUIRE FLACASERS FOR TRAFFIC CONTEOL. THIS PHASE O WORK SHALL NOT LAST FOR MORE THAN FIVE CONSECUTIVE CALENDAR DAYS. INCENTIVES/DISINLENTI'VES APPLY. 4. ALL SIDE STREETS, DRIVEWAYS, AND SIDEWALKS SHALL BE OPEN AND HARD SURFACED FROM NOVEM BER ISTH TO APRIL 1ST FOR SNOW REMOVAL OPERATIONS. 5. ALL WATER MAIN TESTING SHALL BE COMPLETED AND APPROVED BEFORE REMOVING EXISTING WATER MAINS FROM SERVICE OR MOVING ONTO THE NEXT PHASE O WORK. TRAFFIC SIGNAL CONSTRUCTION 1. CONSTRUCTION OF TRAFFIC SIGNAL SHALL BE CONSTRUCTED IN COORDINATION WITH ADJACENT ROADWAY IMPROVEMENTS. INTERSECTION TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DRING SIGNAL CONSTRUCTION. CONSTRUCT TEMPORARY TRAFFIC SIGNAL TO FACILITATE TRAFFIC FOLLOWING IWA COT 8010 SPECIFICATIONS BASED ON N.03 CONFIGURATION. SANITARY SEWER CONSTRUCTION 1. SANITARY SEWER CONSTRUCTION WILL REQUIRE DETOUR OF THROUGH TRAFFIC ALONG BENTON STREET. SEE SHEET NO. J.le FOR ,MORE INFORMATION. 2. MAINTAIN ACCESS AND SANITARY SEWER SERVICE TO LOCAL RESIDENCES AT ALL TIMES DURING CONSTRUCTION. 3. SANITARY SEWER CONSTRUCTION SHALL BE COMPLETED WITHIN FIVE CONSECUTIVE CALENDAR DAYS. INCENTIVES/DISINCENTIVES APPLY. 4. ALL SANITARY SEWER AND MANHOLE TESTING SHALL BE COMPLETED AND APPROVED BEFORE MOVING ONTO THE NEXT PHASE OF WORK. .-Ee PuwHry IOWA CITY, IOWA sevisiows ' TMS TMS 191037 I'I� CHKKEDBT nunM NO. FEBRUARY2022 building strong ?1mUnR11eS. BRB FIELDBOOK M C C L U R E" F 113-2 04-16-13 PEDESTRIAN PATH CLOSURES Refer to TC-601. 'Assumes 6 foot wide barricade. Closures Ray need to be removed and re-established. Type TIT Location Side Barricades• Remarks No. MORMON TREK BLVD NE CORNER L 1 PHASES IB,IC MORMON TREK BLVD SE CORNER R I PHASES 2A,2B JIMA CT SW CORNER R 1 PHASES 2A,2B IEMA CT SE CORNER R 1 PHASES 2A,2B WILLOBROOK IN NW CORNER L 1 PHASES LUC WILLOVBROOK LN NE CORNER L 1 PHASEIC SPENCER DR SW CORNER R 1 PHASE IB SPENCER DR NE CORNER R 1 PHASE IS KESWICK DR NW CORNER L 1 PHASE III KESWICK DR SW CORNER R 1 PHASE IB TEG DR SW CORNER R 1 PHASE 2A TEG DR SE CORNER R 2 PHASE2A TEG DR ME CORNER L 1 PHASE IB WESTGATE ST NW CORNER L 1 PHASE IB WESTGATE ST NE CORNER L 1 PHASE IB ESTRON ST NNW CORNER L 2 PHASEI8 ESTRON ST SW CORNER R 1 PHASE 2A ESTRON ST SE CORNER R 1 PHASE 2A EMERALD ST NW CORNER L 1 PHASE IB EMERALD ST NE CORNER L 1 PHASEIB EMERALD ST SW CORNER R 2 PHASE 2A DENBIGW ST SW CORNER R 1 PHASE 2A DENBIGH ST SE CORNER R 1 PHASE 2A MORN ELEMENTARY N MIDBLOCK L I PHASES 18,211 HORN ELEMENTARY S MIDBLOCK R 1 PHASES IC,2A,2B SUNSET ST NW CORNER L 2 PHASE28 SUNSET ST NE CORNER L 1 PHASE 2A SUNSET ST SW CORNER R 2 PHASE IC SL04SET ST SE CORNER R 1 PHASE IB OAKCREST ST SE CORNER R I PHASE 2A OAKCREST ST SW CORNER L I PHASE 28 DERWEN DR NW CORNER L 1 PHASE IB DERWEN DR NE CORNER R I ►HASEIC STREB ST NW CORNER R 1 PHASE2A WLDE GREEN RD SW CORNER R 1 PHASEIA WLDE GREEN RD SE CORNER R 1 PHASE 1A,18 GEORGE ST NW CORNER L 1 PHASE 2/1 GEORGE ST NE CORNER R 1 PHASE2A GEORGE ST SW CORNER R 1 PHASES IB,IC GEORGE ST SE CORNER R 1 PHASES 18,1C OAKNOLL DR NW CORNER L 2 PHASE2A OAKNOLL DR NE CORNER R 2 PHASE 2A DRIVE Q STA SSNaB SE CORNER R 1 PHASE 1B SIDEWALK 9 STA SS8+75 S SIDE R 1 PHASES IB,IC SIDEWALK Li STA 560+30 S SIDE R I PHASES 18,1C BENTON DR NW CORNER L 2 PHASE 2A SIDEWALK P STA 563+25 N SIDE L 2 PHASE2A GREENWOOD DR NW CORNER L 1 PHASES 2A,2B SIDEWALK a STA 564+40 SW CORNER R 1 PHASES IB,IC SIDEWALK Y STA 565+25 SE CORNER R 1 PHASES IB,IC �- 111-B1 94-17-12 COORDINATED OPERATIONS .Other - in progress during the same period of time will include the construction of the projects listed. Coordinate operations with those of other contractors working within the Salve area Pro'ect TVDe of Work Ioo city Public Schools Au ust 21- December 23, 2022 January 9 - June 6, 2023 Au ust 23- Decernber22, 2023 Work on the Emerald5t interaction should be coordinated sudh to cause minimal disruption to school activities. Class dates are subbct to change and should be monitored closely. U of I Hoer Football September 3rd, 2022 September lffih, 2022 September 17th, 2022 October lst, 2022 October 29th, 2022 November 12th, 2022 November 25th, 2022 2023 S&edule TBD Ensure no closures at Sunset St during an U of I home football game times. 1740 u�mga. Lana, SPHe 100 I BENTON STREET REHABILITATION North Liberty, Iowa 52317 31MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING 9-626-9090 STP-U -3 715(669)--70-52 CITY OF IOWA CITY :i J.01 PA191037-000\O6-Drawings\06 - Plans\UOLdwg 3/7/2022 8.51 PM 108- STAGING NOTES E IA (CYAN): 1. TRAFFIC PATTERNS: A. DETOUR TRAFFIC ALONG BENTON ST TO OAKCREST FROM SUNSET ST TO GEORGE ST. ALLOW ACCESS FOR LOCAL TRAFFIC ONLY. MAINTAIN ACCESS TO LOCAL RESIDENCES AT ALL TIMES. B. ALL ROAD CLOSURES WILL NEED TO BE COORDINATED WITH AND APPROVED BY INE ENGINEER. 2. PEDESTRIAN PATTERNS A. DETOUR PEDESTRIANS ALONG BENTON ST FROM SOUTH TO NORTH SIDE OF ROAD FROM SUNSET ST TO GEORGE ST. 3. CONSTRUCTION: A. ADJUST SANITARY MANHOLE AND INSTALL NEW SANITARY SEWER PER SHEET MSA.01. 4. GENERAL: A. CONTRACTOR SHALL NOTIFY THE CITY 14 DAYS PRIOR TO START DATE. B. CONSTRUCTION SHALL BE COMPLETED WITHIN FIVE CALENDAR DAYS. C. PHASE 18 AND PHASE 1C MAY BE COMPLETED CONCURRENTLY WITH THIS PHASE. 08 STAGING NOTES PHASE 18 (ORANGE): 1. TRAFFIC PATTERNS: A. MAINTAIN THROUGH TRAFFIC ON BENTON ST. S. MAINTAIN ACCESS TO ALL PROPERTIES THROUGHOUT CONSTRUCTION OF DRIVEWAYS AND WATER MAIN. C. SHIFT TRAFFIC TO FIRST HALF OF WILLWBROOKE LN, BENTON DR AND DRIVE OPPOSITE OF GREENWOOD DR. D. CLOSE EMERALD ST, SPENCER DR, KESWICK DR, WESTGATE ST, WIYLDE GREEN RD AND WEEDER ST AT BENTON ST. ADJACENT INTERSECTIONS SHALL NOT BE CLOSED AT THE SAME TTW. E. ENSURE THAT EMERALD ST IS PRTORITI7ED TO OPEN FIRST. IF CONSTRUCTION IS EXPECTED TO MEND PAST THE START OF IOWA CITY COMUNITY SCHOOL DISTRICT THEN ENGINEER MAY DETERMINE IF INTERSECTION MUST BE CONSTRUCTED IN TWO PHASES SO ACCESS TO THE SCHOOL I5 EAINTAINTED FROM BENTON ST AT ALL TIMES. F. USE FLAGGERS DURING CONSTRICTION OF STORM SEWER ACROSS BENTON ST NEAR KESWICK DR. CONSTRUCT STORM SEWER ACROSS ROAD IN TWO SECTIONS. G. USE TEMPORARY TRAFFIC SIGNAL FOR DURATION OF TRAFFIC SIGNAL REMOVAL AND RECONSTRUCTION. M. SHIFT TRAFFIC ALONG BENTON ST TO THE NORTH ALONG THE FAST APPROACH OF IMF INTERSECTION WITH SUNSET ST. I. SHIFT TRAFFIC ALONG SUNSET ST TO THE WEST ALONG THE SOUTH APPROACH OF THE INTERSECTION WITH BENTON ST. 2. PEDESTRTA14 PATTERNS: A. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH STARTING AT MORMON TREK AND ENDING AT THE MID BLOCK CROSSING NEAR HORN ELEMENTARY. B. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH STARTING AT THE MID BLOCK CROSSING NEAR MORN ELEMENTARY AND ENDING AT GREENWOOD DR. C. DETOUR PEDESTRIANS ALONG SUNSET ST FROM THE EAST TO THE WEST SIDE STARTING AT DERWEN DR AND ENDING AT OAKCREST DR. 3. CONSTRUCTION: A. RECONSTRUCTION OF HALF OF APPROACHES AT WILLOWBROOKE LN, BENTON DR AND DRIVE OPPOSITE OF GREENWOOD DR. B. RECONSTRUCTION Of SPENCER DR, KESWICK DR, WESTGATE ST, EMERALD ST AND ADJACENT SIDEWALK AS WELL AS SIDEWALK CONNECTION ON OPPOSITE SIDE OF BENTON. C. PAVE SE CORNER OF SUNSET ST INTERSECTION AND SIDEWALK, ALSO CONSTRICTION OF PAVEMENT WIDENING ALONG BENTON ST WEST OF SUNSET ST FOR EASBOUND LANES. D. TRAFFIC SIGNAL REMOVAL AND RECONSTRUCTION AT BENTON ST AND SUNSET ST. REMOVAL DETAILS PROVIDED IN N.e3 SHEETS. INSTALL TEMPORARY TRAFFIC SIGNAL AT INTERSECTION PER IOWA DOT SECTION 8810 SPECIFICATIONS AND CONFIGURATION SHOWN IN N.03. E. RECONSTRUCTION OF WYLDE GREEN RD, WEEDER ST TOGETHER WITH ADJACENT SIDEWALKS AND ALL DRIVEWAYS ALONG BENTON ST EAST OF SUNSET ST ON THE SOUTH SIDE. SEVERAL DRIVEWAYS MUST BE CONSTRUCTED HALPWAY IN PHASE 19 THEN COMPLETED IN PHASE SC. 08-01-08� STAGING NOTES F. CONSTRUCTION OF ALL STORM SEWER AND CATCH BASINS INDICATED IN J SHEETS AS PER PLANS. CONSTRICTION OF STORM SEWER ACROSS BENTON ST AT KESWICK DR. G. RECONSTRUCT WATER MAIN BETWEEN GEORGE ST AND GREENWOOD DR. CONSTRUCTION SHALL BE OPEN -CUT ACROSS DRIVEWAYS AND SIDESTREFTS. H. CONSTRICTION OF ALL SIDEWALKS ALONG SOUTH SIDE OF BENTON ST EAST OF 1019 W. BENTON ST TO GREENWOOD DR TOGETHER WITH WESTERN DRIVEWAY CONNECTING TO BENTON DR. I. CONSTRUCT PATCH ON WATER MAIN CROSSING NEAR GREENWOOD DR INTERSECTION AFTER WATER MAIN CONSTRICTION IS COMPLETE. 4. GENERAL: A. PHASE 1A AND PHASE 1C MAY BE COMPLETED CONCURRENTLY WITH THIS PHASE. 108-: es -a i STAGING NOTES E IC (BLUE): 1. TRAFFIC PATTERNS: A. MAINTAIN THROWN TRAFFIC ON BENTON ST. B. MAINTAIN ACCESS TO ALL PROPERTIES THROUGHOUT CONSTRUCTION OF DRIVEWAYS AND WATER MAIN. ENSURE ACCESS TO DRIVEWAY AT IMMEDIATE SW CORNER OF SUNSET ST AT ALL TIMES. C. SHIFT TRAFFIC TO SECOND HALF OF WILLWBROOKE LN, BENTON OR AND DRIVE OPPOSITE OF GREENWOOD DR. D. SHIFT TRAFFIC TO SINGLE LANE AT THE WATER MAIN PATCH ACROSS FROM GREENWOOD DR INTERSECTION. TRAFFIC ALONG BOTH BENTON ST AND GREENWOOD DR MUST BE CONTROLLED AT THE INTERSECTION. FLAGGERS NAY NOT BE USED FOR MORE THAN FIVE CONSECUTIVE CALENDAR DAYS. 2. PEDESTRIAN PATTERNS: A. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE NORTH TO THE SOUTH STARTING AT MOP" TREK AND ENDING AT THE MID BLOCK CROSSING. B. DETOUR PEDESTRIANS ALONG SUNSET ST FROM THE WEST TO THE EAST SIDE STARTING AT DERHEN DR AND ENDING AT OAKCREST DR. C. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH SIDE STARTING AT THE MID BLOCK CROSSING NEAR HORN ELEMENTARY. 3. CONSTRUCTION: A. RECONSTRUCTION OF REMAINING HALF OF APPROACHES AT WILLWBROOKE LN, BENTON DR AND DRIVE OPPOSITE OF GREENWOOD DR. B. PAVE SW CORNER OF SUNSET ST INTERSECTION AND SIDEWALK. C. RECONSTRUCT SECOND HALF OF DRIVEWAYS FROM PHASE 19 TO THE EAST OF SUNSET ST ON SOUTH SIDE OF BENTON. 4. GENERAL: A. PHASE IA AND PHASE 1B MAY BE COMPLETED CONCURRENTLY WITH THIS PHASE. BH STAGING NOTES E 2A (GREEN): 1. TRAFFIC PATTERNS: A. MAINTAIN THROUGH TRAFFIC ON BENTON ST. B. MAINTAIN ACCESS TO ALL PROPERTIES THROUGHOUT CONSTRUCTION. C. SHIFT TRAFFIC TO FIRST HALF OF JEMA CT. 0. SHIFT TRAFFIC TO THE WEST ALONG IKE SOUTH APPROACH OF THE INTERSECTION AT BENTON ST AND SUNSET ST. E. SHIFT TRAFFIC TO SOUTH ALONG THE EAST APPROACH OF THE INTERSECTION AT BENTON ST AND SUNSET ST. F. CLOSE TEG DR, ESTRON ST, DENBIGH ST, SIRED ST, GEORGE ST AND OAKNOLL DR AT BENTON ST. ADJACENT INTERSECTIONS SWILL NOT BE CLOSED AT THE SW TIME. G. SHIFT TRAFFIC TO NORTH AT LOCATIONS WHERE UNDER -PAVEMENT STORM SEWER CATCMMENT BASINS ARE INSTALLED. MAINTAIN MINIMUM 10' TRAVELLED WAY FOR EACH DIRECTION AND SEPARATE VIA TUBULAR MARKERS. H. CLOSE ALL DRIVEWAYS MARKED FOR PHASE 2A CONSTRUCTION AND REDIRECT TO SECTIONS OF DRIVEWAYS MARKED FOR PHASE 2B CONSTRUCTION. 108-26A 08-01- STAGING NOTES 2. PEDESTRIAN PATTERNS: A. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH STARTING AT MORMON TREK AND ENDING AT THE MID BLOCK CROSSING NEAR HORN ELEMENTARY. B. DETOUR PEDESTRIANS ALONG SUNSET ST FROM THE FAST TO THE WEST SIDE STARTING AT DERWFN DR AND ENDING AT OAKCREST DR. C. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE NORTH TO THE SOUTH SIDE STARTING AT THE MID BLOCK CROSSING NEAR HORN ELEMENTARY AND ENDING AT GREENWOOD DR. 3. CONSTRUCTION: A. RECONSTRUCT FIRST HALF Or JEMA CT. B. RECONSTRUCT TEG DR, ESTRON ST, DENBIGH ST, SIRED ST, GEORGE ST, AND OAKNOLL DR AND ADJACENT SIDEWALK. C. CONSTRUCT NE CORNER OF SUNSET ST INTERSECTION AND ADJACENT SIDEWALK TOGETHER WITH RETAINING WALL IN NE CORNER. D. CONSTRUCT ALL STORM SEWER CATCH BASINS AND INTAKES COLOR CODED GREEN FOR PHASE 2A. CONSTRUCTION OF ALL SIMULATANEOUS IS DESIRABLE, BUT IF UNABLE TO DO ALL AT ONCE, GROUP SUCH AS TO MINIMIZE DISRUPTION TO TRAVEL PATTERNS. E. CONSTRUCT ALL DRIVEWAYS COLOR CODED GREEN FOR PHASE 28. F. RECONSTRUCT SIDEWALK NEAR EAST PROJECT LIMITS 4. GENERAL: A. PHASE 28 AND PHASE 2C MAY BE COMPLETED CONCURRENTLY WITH THIS PHASE. 108-26A 08-01-08 STAGING NOTES PHASE 28 (RED): 1. TRAFFIC PATTERNS: A. MAINTAIN THROUGH TRAFFIC ON BENTON ST. B. MAINTAIN ACCESS TO ALL PROPERTIES THROUGHOUT CONSTRUCTION. C. SHIFT TRAFFIC TO SECOND HALF OF 3EMA CT. D. SHIFT TRAFFIC TO THE EAST ALONG THE NORTH APPROACH OF THE INTERSECTION AT BENTON ST AND SUNSET ST. E. CLOSE ALL DRIVEWAYS MARKED FOR PHASE 2B CONSTRUCTION AND REDIRECT TO SECTIONS OF DRIVEWAYS COMPLETED DIKING PHASE 2A. 2. PEDESTRIAN PATTERNS A. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE SOUTH TO THE NORTH STARTING AT MORMON TREK AND ENDING AT SPENCER DR. B. DETOUR PEDESTRIANS ALONG SUNSET ST FROM THE WEST TO EAST SIDE STARTING AT DERWEN DR AND ENDING AT OAKCREST DR. C. DETOUR PEDESTRIANS ALONG BENTON ST FROM THE NORTH TO THE SOUTH SIDE STARTING AT TEG DR AND ENDING AT GREENWOOD DR. 3. CONSTRUCTION: A. RECONSTRUCT SECOND HALF OF JENA CT. B. RECONSTRUCT NE CORNER OF SUNSET ST INTERSECTION AND ADJACENT SIDEWALK. C. RECONSTRUCT ALL DRIVEWAYS COLOR CODED RED FOR PHASE 28. 4. GENERAL: A. PHASE 2A AND PHASE 2C MAY BE COMPLETED CONCURRENTLY WITH THIS PHASE. 108-26A OR-01-es STAGING NOTES PHASE 2C (MAGENTA) : 1. TRAFFIC PATTERNS: M1d A. MAINTAIN THROUGH TRAFFIC ON BENTON ST AND SUNSET ST. Yea: C--) MIN 2. PEDESTRIAN PATTERNS A. MAINTAIN PEDESTRIAN ACCESS DURING MOBILE OPERATION OF CRACK AND 1101%3. cil 3. CONSTRUCTION: A. PERFORM CRACK AND SEATING OF BENTON ST FROM MORMON TREK TO DUST PAST BENTON.DRJ B. PERFORM RESURFACING ACCORDING TO PLANS.-� ♦ w 4. GENERAL: A. PHASE 2A AND PHASE 28 MAY BE COMPLETED CONCURRENTLY WITH THIS PHASE. CwJ E" 1-1 am BY IOWA CITY, IOWA EBvisio"s TMS TMS 191037 na0 G°mye. Lane, 523 100 BENIGN STREET REHABILITATION building strong communities. "°Hh liberty,-90952317 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY cn BRB BY IEL Boor "o FEBRUARY 2022 M � C L U R E A 319-626-9090 J 02 BRB FIELDBOOK SIP-U-3715(669)--70-52 ENGINEERING CO. P\191037-000\06-Drawings\06 - Plans\U01 dwg 3/7/2022 8.21 PM +o + + + + + + 3 BENTON ST' --"Ewpmwm—i + c + Zi o o a BENTON0 Sf 0 DID BE I a a o . . . . . . . 0 a 0 0 IF o o o IF cn LIJ co Uj ' 70.1 IL LEGEND PHASE 18 (Orange) ROAD • 11" CHANNELIZER �. rl"'i,1111111111,11111 Ilglll ROAD ROAD 0 OW I ROAD WORK n SIDEWALK SIDEWALK CLOSED SIDEWALK CLOSED SIDEWALK CLOSED ROAD CLOSED ROAD DRUM AHEAD BBI TO PHASE 1C (Blue) AHEAD 1] E CLOSED WORK NARROWS TRAFFIC SIGN CLOSED 4— CROSS HEREUSE OTHER SIDE THRU TRAFFIC FLAGGER PHASE M (Green) CROSS HERE TYPE III BARRICADE NORTH TZ (0 0 ORANGE PLASTIC 0 20 40 810 PHASE 2B (Red) �9-9 119-111 LR9-11RR9-1 0 R114 R11-2 W20.1 W5-1 III SAFETY FENCE__ 30 x 181, 24" X 18. 24" X 18.' 24" X 12" 60" X 30" 48" X 30" 36" X 36" 36" X 36" 36" X 36" INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON F-CMS-1 CHANGEABLE GRAPHIC SCALE MESSAGE SIGN PHASE 2C (Magenta) TYPE 11 BARRICADE TYPE III BARRICADE TYPE III BARRICADE SIGN POST SIGN POST SIGN POST I SIGN DETAILS EN— El IOWA CITY, IOWA —SIONS SHEET 10 TMS TMS 191037 1740 Lining., Lane, Suite too BENTON STREET REHABILITATION CHE—D BY FIELD BOOK NO building strong North Lib", low, 09052 317 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY BRB FIELDBOOK FEBRUARY 2022 McCLURE- 319-626-9 STP-1.1-371 5(669)--70-52 J.03 1037-000\06-D—ingS\06 - FI..S\J0I dwg 3/7/2022 8.22 FM f L-j nj N o e e e o 0 0 0 a 0 0 0 0 0 a BENTON ST 11 PHASE I (Orange) - PHASE IC (Blue) SIDEWALK SIDEWALK CLOSED SIDEWALK CLOSED SIDEWALK CLOSED ROAD CLOSED ROAD AHEAD AHEAD �► TO 11 11 CLOSED CROS~ CROSCROS—HER USE OTHER SIDE THRU TRAFFIC CLOSED PHASE 2A (Green) O 1 O ® O PHASE 2B (Red) R9-9 119-11L R9-11R 119-10 R11.4 R11-2 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" INSTALL ON INSTALL ON INSTALL ON PHASE 2C (Magenta) TYPE II BARRICADE SIGN DETAILS TYPE III BARRICADE TYPE III BARRICADE ROAD OAHEAD WORK AHEAD O W20.1 W20-3 36" X 36" 36" X 36" INSTALL ON INSTALL ON SIGN POST SIGN POST LEGEND • 42" CHANNELIZER X DRUM TRAFFIC SIGN n' TYPE II BARRICADE i � F` TYPE III BARRICADE F pT NOR 44 (I� 0 `- 20 ORANGE PLASTIC SAFETY FENCE 40 80 IM CMS CHANGEABLE MESSAGE SIGN %'iJ -- GRAPHIC SCALE - E owA cln, IowA IIIi TMSr oTMS 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION 191037 North Liberty, Iowa 52317 CITY OF IOWA CITY cesaaoa nEtosoorcrw. FEBRUARY2022 C building Strong 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING J.04 BRB FIELDBOOK M C L U R E" STP-U-3715(669)--70-52 PAI91037-000\06-Drawings\06 - Plam\JO1.dwg 3/7n022 8:22 PM F- U) m W w F— V) Z w w Of 0 w J c0 O N ❑ J J Oo 0 0 + + + � 0 0 0 0 + N + o sn N Z Q O + do o O O O O O BENTON ST F— G9 7' W L7 O w c� O O O O 0 0 0 00 0 0 0 I I I I I I 12^w 112'w—T1 ' �I � r F— U) w w m w W +ram IMPLEMENT FLAGGERS AT "a LOCATION PER J.01 & J.02 SHEET k%TES CD 00 00 0 o o � o + � "n m 7 , N r two 0 o ° . e a o BENTONST• ...weaoaeoa 0 . a 0 Filk,.r, 12-w F ,rw , ,Y'w 12'w ,� ,2"w - It It J It 1 u� © 4 6 IV IMPLEMENT SIMILAR ° FLAGGER SIGNAGE FOR WB z, TRAFFIC ACCORDING,TO Z ° IOWA DOT TC-212 O F— Z .. w PHn>� y PHASE 1B (Orange) PHASE 1C (Blue) PHASE 2A (Green) PHASE 28(Red) PHASE 2C (Magenta) SIDEWALK E-7 ED SIDEWALK CLOS ED SIOEWALKCLOSEO ROAD CLOSED ROAD ROAD AHEAD �► TO WORKCLOSED USE OTHER SIDE THRU TRAFFIC CLOSED AHEAD CROSS HERE R9-9 R9-11L R9.11R R9-10 R114 RI 1-2 W20-1 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" 48" X 48" INSTALL ON INSTALL ON INSTALL ON INSTALL ON TYPE II BARRICADE TYPE III BARRICADE TYPE III BARRICADE SIGN POST SIGN DETAILS ONE LAN ROAD AHEAD W20-4 48" X 48" INSTALL ON SIGN POST • O W20-7A 48" X 48" INSTALL ON SIGN POST ROAD CLOSED AHEAD W20-3 48" X 48" INSTALL ON SIGN POST ENGINEER OR,.wN av IOWA CITY,IOWA R-sloNs ,.. TMS TMS 191037 1740 Lining- Lane, Suit. 100 BENTON STREET REHABILITATION building strong North Liberty, Iowa 52317 I,�.,:vn�s. MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING G"BRB ELDORNo FEBItuARYzo22 319-626-9090 MCC L U R E " RFIELDBOOK STP-U-3715(669I--70-52 LEGEND "t7 +e i _: • 422"CHANNE DRUM ' TRAFFIC SIGN III IuplylVV%III FLAGGER pl� [ TYPE III BARRICADE NORTH ORANGE PLASTIC 0 20 40 BO SAFETY FENCE CMS CHANGEABLE GRAPHIC SCALE MESSAGE SIGN CITY OF IOWA CITY J.05 P \I91037-000\O6-Drawings\06 - Plans\JO1.dwg 3/7/2022 8.22 PM a 0 a o o a a SUNSET ST LEGEND PHASE 16 (Orange) s� • 42"CHANNELIZER SIDEWALK SIDEWAL:HEIE ED SIDEWALKCLOSED SIDEWALK CLOSED ROAD CLOSED ROAD ROAD X DRUM - PHASEtC(Blue) AHEAHEAD �� TO WORK F -: USE OTHER SIDE THRU TRAFFIC CLOSED TRAFFIC SIGNCLOSED CROSS CROSS HERE AHEAD [ TYPE II BARRICADE_ PHASE 2A (Green) [ TYPE III BARRICADE-, y CPI NORTH O ® O ® O © ( 28 .4'11 BB PHASE 28(Red) R9-9 R9-11L R9-11R R9-10 R11-4 R11.2 W20-1 SAFETY FENCE .., 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" 36" X 36" ORANGE PLASTIC INSTALL ON INSTALL ON INSTALL ON INSTALL ON CMB MESSAGE CHANGEABLE E (.,) GRA C,SCALE PHASE 2C (Magenta) TYPE II BARRICADE SIGN DETAILS TYPE III BARRICADE TYPE III BARRICADE SIGN POST REVISIONS E NEEK DR wNn owAcm, IowA HE NO TMS TMS 1740 ❑singer Lane, Suite 100 BENTON STREET REHABILITATION 191037 North Liberty, Iowa 52317 CHECKED BY 11—BOOK No. FEBRUARY 2022 building strong - 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY ORB FIELDBOOK MCC L U R E H STP-U-3715(669)--70-52 J.06 191037-000\06-Drawings\06 - Plans\JOI dwg 3/7/2022 8:22 PM ILMW' 0 m is m % z V-1 2� RESTRICT PARKING THROUGH DERWEN DR 36X0316 TUBULAR MARKERS 0 SUNSET ST m o cn 0 "o Aw RA-7 a. 24" X 30" ca m 'a z 0 rx z 4k, E11111 A 4 -ter LEGEND PHASE I B (Orange) 0 42"CHANNELIZER SIDEWALK CLOSED SIDEWALK CLOSED SIDEWALK CLOSED ROAD CLOSED ROAD ROAD x DRUM PHASE lC(Blue) SIDEWALK AHEAD AHEAD �� TO WORK E TRAFFIC SIGN �- USE OTHER SIDE THRU TRAFFIC c-q CLOSED AHEAD TYPE 11 BARRICADE—! PHASE 2A (Green) TYPE It BARRICADE 7 NORTH T(2) (7) ORANGE PLASTIC. 0 20 40 80 PHASE 28 (Red) 119-9 R9-11L R9-11R 119-10 R114 R11-2 W20-1 -11/� SAFETY FENCE 30 X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" 36" X 36" INSTALL ON cps i CHANGEABLE GRAPHIC SCALE INSTALL ON INSTALL ON INSTALL ON MESSAGE SIGN PHASE 2C (Magenta) TYPE If BARRICADE SIGN DETAILS TYPE Ill BARRICADE TYPE Ill BARRICADE SIGN POST ENG T�EER _ey IOWA CITY, IOWA SHEET NO S TMS 191037 1740 Lini,ger Lane, Suite 100 BENTON STREET REHABILITATION North Liberty, Iowa 52317 CHECKED BY FIEUD -OK NO FEBRUARY 2022 building strong "0' 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY BRB FIELDBOOK MCCLU RE- STP-U-3715(669)--70-52 J.07 FAI 91037-0130\06-Drowings\06 - Plans\JO1.dwg 3/7/2022 8 22 PM m m z p o W m a z z cn n a PHASE I (Orange) PHASE I (Blue) PHASE 2A (Green) PHASE 2B (Red) PHASE 2C (Magenta) SIDEWALK El, SIDEWALK CLOSED SIDEWALK CLOSED ROAD CLOSED ROAD OAHEAD AHEADTO CLOSED �USE OTHER SIDE THRU TRAFFIC CLOSED CROSS HERE R9-111- R9-11R 119.10 R114 R11-2 W20-1 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" 36" X 36" INSTALL ON INSTALL ON INSTALL ON TYPE III BARRICADE TYPE III BARRICADE SIGN POST SIGN DETAILS LEGEND • 42"CHANNELIZER X DRUM TRAFFIC SIGN TYPE II BARRICADE L TYPE III BARRICADE .« ORANGE PLASTIC SAFETY FENCE CMS CHANGEABLE MESSAGE SIGN NORTH 0 20 40 80 GRAPHIC SCALE ENGINEER OMWN RT IOWA CITY, IOWA R ISIONS I -� —ET NO TMS TMS 191037 II'� 1740 Lmirger Lane, Suite 100 BENTON STREET REHABILITATION CNB E BY e FEBRUARY 2022 building strong North Liberty, Iowa 52317 MCC L U R E n. 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY J.08 IE L I BRB FIELDBOOK BOO STP-U-3715(669)--70-52 1037-000\06-Drawings\06 - Plans\JOI .dwg 3/7/2022 8:22 PM LEGEND PHASE 18 (Orange) rA • 42" CHANNELIZER SIDEWALK SIDEWALK CLOSED SIDEWALKCLOSED SIDEWALK ROAD CLOSED ROAD ROAD X DRUM - PHASE 1C (Blue) AHEAD AHEAD �� TO WORK f CLOSED ~ USE OTHER SIDE THRU TRAFFIC CLOSED TRAFFIC SIGN CROSS HERE CROSS HERE AHEAD `� TYPE II BARRICADE_ s - PHASE 2A (Green) [ TYPE III BARRICADE NORTH T 2 ® 0 © T iii 0 '10 40 80 ORANGE PLASTIC PHASE 2B(Red) R9-9 R9-11L R9-11R R9.10 R11-4 R11-2 W20-1 -> �y. SAFETY FENCE ---" j 30" X 18" 24" X 18" 24" X 18" 24" X 12" 60" X 30" 48" X 30" 36" X 36" INSTALL ON INSTALL ON INSTALL ON INSTALL ON cl4s 1 CHANGEABMESSAGE S E "GRAPHIC SCALE SIGN DETAILS PHASE2C (Magenta) TYPE II BARRICADE TYPE III BARRICADE TYPE III BARRICADE SIGN POST �It RF sIoNS ENGINEER Dw.wN BY IOWA CITY, IOWA SHEET NO TMS TMS 191037 1740 Uninger Lane, Suite 100 BENTON STREET REHABILITATION building strong North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY BRB H sr E eoOR NO. M C C L U RE- 319-626-9090 G RB FIELDBOOK FEBRUARY 2022 STP-U-3715(669(--70-52 J.09 AI 91037-000\O6-DrawingsW6 - Plans\JOI.dwg 3/7/2022 8:22 PM m PHASE 1A (Cyan) a F- w rn z PHASE 1A DETOUR . " I of ___ Vl'.__T�_� Is 11 4 11 - PHASE IB(Omnge) ETOU LEGEND el. • 42" CHANNELVER PHASE IC(Blue) SIDEWALK - - ROAD CLOSED TO ROAD ROAD ROAD OAHEAD,,? �" DETOUR X DRUM -a I�IIIIIIII Illlllllllphllp THRU TRAFFIC CLOSED WORK CLOSED TRAFFICSIGNCLOSED o,.,, o=Eo AHEAD AHEADETOU �ETouR '^ © TYPE 11 BARRICADE PHASE 2A (Green) TYPE III BARRICADE NORTH H �Q C ///��� k ® O ® / OO OO © OO ® ® / ©AR TAX ORANGE PLASTIC ^ 0 40 80 160 PHASE 2B (Red) R9-9 R9-11L R9-11R R11A R11.2 W20.1 W20-3 W20-2 M4-9L M4-9R M4-8L M4-8R RR3-1 -2 -1` �`- SAFETYFENCE 30" X 18" 24" X 18" 60" X 30" 48" X 30" 36" X 36" 48" X 48" 36" X 36" 30" X 24" 24" X 12" 24" X 24" INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON INSTALL ON cMs CHANGEABLE w µ GRAPHICSCALE MESSAGE SIGN PHASE 2C (Magenta) TYPE II BARRICADE TYPE III BARRICADE TYPE III BARRICADE SIGN POST SIGN POST SIGN POST SIGN POST SIGN POST SIGN POST SIGN DETAILS iv GINEER DRAWN BY low CITYRMSIONS MEET tlO E TMS TMS 1, 91037 ' IowA II'i 1740 Liningar Lana, Suite 100 BENTON STREET REHABILITATION building strong _ Noah liberty, lowo sz3n MORMON TREK TO GREENWOOD DR TRAFFIC CONTROL AND STAGING CITY OF IOWA CITY cnecKm ex rem Boon No FEBRUARY 2022 319-rty,lo 90 BRB FIELDBOOK _ MCC L U R E , STP-U-3715(669)--70-52 J.1 O 11037-000\06-Drawings\06 - I`1. su0I .dwg 3/7/2022 8:22 PM 00+U I STA 503+28.16 28 50 RT—� �'— - ----- _ EL=701.40 _. , a .., w'S --- •' �• STA 11+20.94, 23.35' RT STA 11+17.25, 22.18' LT EL-698.20 (HP) EL•700.36 STA 11+15.29,19.98' LT STA 11-16.48,18.36' RT EL=700.31 ,.` EL-698.13 MD STA 11+08.78, 15.53' LT STA 11+10.62, 15.11' RT EL=700.17 EL-698.06 • .' • ' • STA 11+24.00. 0.00' STA 11+01.12, 14.00' LT - , EL=699.43 ®EL�99.42 : STA 11+04.02, 14.00' RT p LEGEND: STA 10+96.19,14.00' LT EL=698.00 EL=699.04 (LP) I STA 11+00.27, 14.00' RT p NMA OVERLAY L / EL=697.96(LP11 HIIA OVERLAY FILLET V STA 11+03.37, 0.00' STA 10+85.56, 14.00' LT EL=699.12 OPOC PAVEMENT EL-699.28 Q STA 10+85.56, 14.00' RT - EL=698.68 h•..7 PCC DRIVE STA 10-85.56. 0.00' Pa.3 LU I EL=699.58 PCCSIDEWALK i tE C"J ,emu, t _ { C-, M GEOMETRIC AND STAKING DETAILS NOTES IIIIIU���UIIII ����11��� 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. SIN a DIII 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 t5 30 GRAPHIC SCALE ENGINEER oxnwNn IOWA CITY, IOWA ENISIOE�S III%' sNEEt No TMS TMS 791037 1740 Lining.. L..., Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC cNEcse. ew RElD soot No. FEBRUARY 2022 building strong con,vr,r•�.�,,.,�,- North Llb.rty,Iowa 52317 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY L.O 1 BRB FIELDBOOK MCC L U R_.ETM 3t9-626-9090 STP-U-3715(669)--70-52 P:U 91037-000\06-Drawings\06 - Plans\101.dwg 3/7/2022 8:23 PM 1�j IIV Co CD , c �o 0 70' 7.0 7.0' 70 - 1 Q+ I.CD CD + CD CD 7.0' 7.0' 7.0' 7.0' ___I •:� •" CD -CD CD CD 7.0' 7.0' LO' 7.0' 13T-2 BT-2 I BT-2 BT-2 LEGEND: H II r�`°e► . HMA OVERLAY HMA OVERLAY FILLET PCC PAVEMENT ' I PCC DRIVE ^"'S c7:l PCC SIDEWALK I _ I JOINTING DETAILS NOTES DVr 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. r 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 is 30 GRAPHIC SCALE RE ISIONS SHEET NO. ENc,.uFEc oRiwN er IOWA CITY, IOWA TMS TMS II' 191037 1740 Linings, Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC North Liberty, Iowa 52317 cNECREo er EIEID eooR No. FEBRUARY 2022 bUlldlf1951FOf1(DLO"'�`"Iunit'"�' 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK MCC L U R ETM STP-U-3715(669)--70-52 L•02 037-000\06-Drawings\06 - Plain\I01,dwg 3/7/2022 8:23 PM z _j lu `.e 0 0 Im .01 00+1z STA A 20+93.50, 1 1.00'LT EL-692.47 STA 20+85,71, 11.00, LT E E STA 20+77.89, 12.59'LT E EL=692.34—\ 6 92,34 STA 20+71.72,16.66' LT EL=692.40 EL=692.37 STA 31+00.75,14.00'RT EL=695.12 —STA 30+87.91, 14.00' RT EL=694.46 —STA 30+81.44,14.W RT EL=694.94 TA 30+75 70 "5' 13' RT L 1JE =69 5 1 2 (.P) , STA 30+ 7.. .3,18.37'RT I EL--694.73 W. BENTON ST LLDJ - -- - - -------------- - 00+OZ 00+0c LEGEND: HMAOVERLAY HMA OVERLAY FILLET FV PCC PAVEMENT -T% PCC DRIVE PCC SIDEWALK CV GEOMETRIC AND STAKING DETAILS NOTES I REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2 TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3 ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE BY IOWA CITY, IOWA SHEU NO TMS TMS 19103 1740 Lininger Lure, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC CNEC— BY K. — No buildingstrong North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK FEBRUARY 2022 MCC L U RE' 319-626-9090 L.03 STP-U-3715(669)--70-52 lvj/-uWu6-Wtawinqs\U6 - mansxiui.owg jllizuii a:zj rm 00+oz -1. 4. 00+OE LEGEND: c� - HMA OVERLAY !" HMA OVERLAY FILLET F7 PCC PAVEMENT k''- PCC DRIVE PCC SIDEWALK , N JOINTING DETAILS E pmw IOW CITY, Iowa -IONS MS TMS TMS TMS 191037 I'li vine, 1740 unin BENTON STREET REHABILITATION building strong North Liberty, Iowa 52317� MORMON TREK TO GREENWOOD c.... er nEID BOOS NO. FEBRUARY 2022 MCC LURE - 319-626-9090 DR BRB FIELDBOOK STP-U-3715(669)--70-52 NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. 5. KEYWAY JOINTS NOT PERMITTED. INTERSECTION GEOMETRIC STAKING CITY OF IOWA CITY I�IIIIIXIIIII IIIIIIIIIIIIIII i NORTH 0 7.5 15 30 GRAPHIC SCALE SNEl NO L.04 I V1037-000\06-Drawings\06 - Plans\I01.dwg 3/7/2022 8:23 PM STA 41+15.85, 0.00' -- Y EL=699.10 - V I S 41+08.09, 0.00, STA 41+15.85, 11.88- LT E 1699.00 EL•698.90 STA 41+15.85, 11.87' RT EL=698.93 STA 41 ♦13.57,12.50' LT U) STA 41+12.47, 12.54' RT EL=699.33 I W EL=699.35 STA 40+98.63, 12.50' LT «' A 40-98.63, 12.50' RT EL�98.94 mf.v i, OO+ _6 OO+ZS STA 40*75.00, 0.00' RT EL•700.11 / STA 40+83.56, 12.50' LT STA 40+83.44, 12.50' RT EL-699.55 EL•699.70 STA 40+76.89, 13.85' LT • STA 40+77.02, 13.76- RT ELa699.66 EL-699.86 I STA 40+71.36, 17.64' LT I STA 40+71.47, 17.43- RT i EL=699.78 L 700.04 STA 49+67.74, 23.23' LT STA 40+67.76 22 96' RT 0 0 0 3. STA 515+90.4516.50' LT _ __ -y 00,22, STA. 16+49.66 16.50' LT - STA 51§*71.25�6.54' LT _._ _._..__ _.__.____ ___ _ EL=794.4i ' •40 - EL=700.98 0 0 r oo EL•700.02 '•,' O o STA 40 6400 0, �+ :. W. BENTON ST _ STA 51+ W 0.09' STA 518-59,78, ... _ EL=704.24 EL=70577 S A 516+09.19, 16.50' RT STA316r711S, 17. STA 51+30.00, .53 .. -.. - -.__- _. _. -_- ,66,1 STA 517+47.92, 16.50' RT STA 51-20.00, 0.00' L=703.80 EL=702.39 STA 517+75.26, 16.50' RT �yq < EL-702.84 ' • . • . STA 51t31.59, 33.44' LT "- EL-703.00 _ l� STA 51+26.17, 25.36' LT • ,'• i STA 51+18.06, 19.92- LT ( � - EL-703.32 STA 51+08.53, 18.00' LT OQ}Q�r EL=703.19 +�.5 STA 50+94.80, 18.00' LT \-STA / LEGEND: EL=704.33 I EL-7 / \ HMA OVERLAY �STA50+84. p, 0.00' \ a HMA OVERLAY FILLET W EL=704.24 a PCC PAVEMENT I- PCC DRIVE PCC SIDEWALK STA 518+61.76, 16.50- RT i EL-705.46 STA 51+31.57, 33.94' RT =. STAEL51+7052016.09, 25.82' RT f•.; _ . EL=704.47 STA 51+17.97, 20.40' RT `- -a N FV EL•704.13 A 51+08.47, 18.50' RT 70 =703.91 51+10.00, 0.00' 703.70 51+00.00, 0,00' 03.80 80, 18.50' RT GEOMETRIC AND STAKING DETAILS ���II IIIIIIII TES 1.OREFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. gl�ll�l��l� �IIIIIIIII�� 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. a D 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE E cwEER oR -y IOWA CITY, IOWA � RErisioNs SHEET No. III TMS TMS 191037 1740 uningor Lana, Sudo tao BENTON STREET REHABILITATION INTERSECTION GEOMETRIC North Liberty, Iowa 52317 cHEacEa er wEin Boos No. building 51fOf1g MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY FEBRUARY 2022 M C C L U R E TM 319-626-9090 STP-U-3715(669)--70-52 L.05 BRB FIELDBOOK PAI 91037-000\06-Drawings\06 - Plans\101.dwg 3/7/2022 8:23 PM W JOINTING DETAILS Id�l��l�ll IIIIIIIIIIIIIII NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CO JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE IOWA CITYIOWA rmsior+s IIIi, ENcuDg —IT No TMS TMS , MS 17s0 Linin ar Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 CHKKED BY E. BOOK NO. buildingstrong 'nmunities. North Lib", Iowa 52317 9 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK FEBRUARY2022 MCC L U R E- 319-626.9090 L.06 STP-U-3715(669)--70-52 P:\191037-000\06-Drawings\06 - Plans\101 dwg 3/7/2022 8:23 PM STA 61+1 L EL=720.94 STA 60+92.19,18.01- EL=721.13 STA 60+83.10,19.71' LT- EL-720.83 STA 60+75.29,18.03- LT EL=721.30 STA 60+74.72, 25AT LT--,� EL=720.53 STA 60+69.09, 33.46- LTA LEGEND: HMA OVERLAY HMA OVERLAY FILLET PCC PAVEMENT PCC DRIVE PCC SIDEWALK I I �Iw al c� W I ST 61+11.48, �1.00 EL,!-- ., -I 18.00' RT EL=721 b1� STA 60+75.00, 0.00' LT E =7� 26 STA II 60-90.82, 18.00' RT 1,9 EL 722.27 A 60+81.43, 19.74' RT =723.05 STA 60+74.72, 17.93- RT EL=723.37 STA 60+73.35, 25.12- RT 1 i EL=723.39 STA 60+67.86, 33.09' RT EL=724.19 ' t TA522+0595,1 00+09 rV CD Pew m 0 1 GEOMETRIC AND STAKING DETAILS NOTES I� 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS, 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE @GINHR DMWNM REVISIONS IOWA91037 WA - sNEEr No. TMS TMS nao ❑niDger Lane, Suite too BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 buildingstrong ,. North Liberty, Iowa 52317 CITY OF IOWA CITY L.�7 CN BRB BT IE LDB N. FEBRUARY 2022 MCC L U REM 9 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING BRB FIELDBOOK STP-U-3715(669)--70-52 PAI91037-000\06-Drawings\06 - Plans\101.dwg 3/7/2022 8:23 PM i I F- NI w a C9 ( Cn w ( BT-2 BT-2 BT-2 13T-2 9.0' 9.0' NIo_ 9.0' +CD CD CD CD LL99 rlo rl� 9.0' Nlo. 9.0' _ 9.0' NIN 9.0' CD CD co a CO rlk Nlm 10.1' 9.0' _- 9.0' 9.9' CO rl� CD CD I CO re r!a Ny i.B a: • ' 9.0- I $0- 9.0- I 11.0- 0 0 �, oe o0 0 oe oc --� ��� c , .._._._.__.—------ ----..._ - - - o. --- __.--------------------- W. BENTON ST ailttt Or,60FA1610 mom I � . .. . . ................ I 00+09 LEGEND: _ - HMA OVERLAY _ rV HMA OVERLAY FILLET (Z) rV PCC PAVEMENT PCC DRIVE PCC SIDEWALK ~ r -n c.a fV JOINTING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH S. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE e+Gi DBY IOWA CITY, IOWA RE`/IsIoNs SHEETNO TMS TM TMS 191037 1740 Liningsr Lone, Suite loo BENTON STREET REHABILITATION INTERSECTION GEOMETRIC ceEc-1 Fl—B—K no bUlldl119 S1f0719 communities. 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BENTON ST EL-756.22 -1 STA 527+a 7, 7.25' RT - -STA 528+27.52, 6.04' RT� - ::: El=TSM�,•�STA 527+16,41, T.12' RT -.STA 527-52 70. 14.00' RT EL-757.02 EL=755.72 (- Max: 1659' RT STA 528+27 94, 16.59' RT �ax� 1.&'-1L=757 14 1 STA 526+92 68 16 50' RT STA 71+32.67, 26.2T CTJ/ •. t I `EL-753.90 EL3751.78 I +I �' STA 71+31,41, 26.74' RT STA 71+28.29, 19.83' LT 01' EL=753.60 n. _ EL-752.05 I - STA71+21.83,15.51'LT EL-752.24 STA 71+14.21,14.00' LT-/ EL=752.36 STA 71+08.76, 14.00' LT- EL=752.42 t I I SIA-7142711, 20:16'RT EL=753.36 STA 71+20.82, 15.69' RT EL=753.20 STA 71+12,77,14.00' RT EL=753.16 STA 71+08,76, 0.00' EL 07 STA TA 70+91.46, 14.00' RT EL-753.72 0+91.�6, 00' 3.93 LEGEND: - HMA OVERLAY a HMA OVERLAY FILLET PCC PAVEMENT PCC DRIVE PCC SIDEWALK 20.00' RT STA 527+93,48, 20.00' RT , EL=757.23 n 00+08 I I 1 F- I Q I STA 81+ 7.63, O.QW EL-752..8 LU STA 81+17.63,15.50' RT W I EL,... 752.73 STA 81+02.30, 0.00' 1 EL=754 42 STA 80+77.30, 0.00' EL=756.02 �}Z6 STA 80+90.88, 15.50' RT EL-754.93 STA 80+81.40, 17.37" RT 0 1 EL-755.75 p T STA 80+73.34, 22.69' RT p 0 STA 529+79.64, 20 ' EL=756.33 EL- STA ' 1 EL-756.37.88, 40.11' RT STA 529+49.72, 20.W LT f�3L 7.39 EL=75893 4- STA 528+50.00, 6.17' RT DEL=TSi.lb STA 528+50 00 16 2' RT . 1-z- EL=75-' 1 GEOMETRIC AND STAKING DETAILS STA 530+29 32 6 40' RT STA 530+04.45, 6.10' RT n STA 91+3S.87,OAQ, EL=761,� E- - STA 91+17,34, 0.00` EL='759.62 .. ,.� STA 91+0926, 0.00' STA 530+29 57,16.50' RT EL 762,11 STA 529+06.25,16.50' RT- EL-758.05 STA 91-29.37, "A V LT EL-758.44 STA 91+27.84 34 33' LT EL=758.75 STA 91+22.64+22.64, 2 EL=759.15 STA 91-14.57, 20.1T LT- EL=759AS STA 91+04.91, EL-759.60 STA 90+96.05. .760.10 ' STA 91+37.05 3059'RT-- 1-� STA 91+33.37, 25.92' RT EL-760.04 STA 91+25.21, 20.62' RT .I EL=760.43 STA 91+15.70, 18.60' RT 116 EL=759.79 STA 91+11.35,18.60* RT EL-759.86 STA 90+95.85,18.69' RT EL=760.13 STA 90+96,26. 0.00' -- I EL=760.36 Z STA 90+75.48, 0 0' STA 90+75:48,18.60- W I EL-761.13 EL=76b84 ;.'"•.,� .� Ln 1�1 T I NOTES 1. 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KEYWAY JOINTS NOT PERMITTED. 0 7.5 1s 30 GRAPHIC SCALE 0.EV1510HS SHEET NO. ENMS DTM BY IOWA CITY,19103 IOWA III .._ TMS TMS 'fix 1740 Liningar Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 North Liberty, Iowa 52317 CHECKED BY REID BOOK NO. FEBRUARY 2022 bUIIC�If1J 51fOflCj r 319-626-9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK MCC L U RE' STP-U-3715(669)--70-52 �• 10 PA191037-000\06-Drawings\06 - Plans\101,dwg 3/7/2022 8:24 PM GEOMETRIC AND STAKING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. 5. KEYWAY JOINTS NOT PERMITTED. Oa o` NORTH 0 7.5 15 30 GRAPHIC SCALE ENGINEER CITY,REVISIONS SHEET NO TMS TMS 1103 IOWA 9103IOWA7 III " nao Lininger Lane, sore loo BENTON STREET REHABILITATION INTERSECTION GEOMETRIC CHECKED BY eEEo sooK No. FEeeuArtr zozz building strong co-?-`.rnorrt�e,. North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR STAKING CITY of IowA clTr BRB FIELDBOOK MCC L U R E r» 319-626-9090 STP-U-3715)669)--70-52 PAI91037-000\06-Drawings\06 - Plans\101.dwg 3/7/2022 8:24 PM JOINTING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. 5. KEYWAY JOINTS NOT PERMITTED. ENGINEER DRwwN BY IOWA CITY, IOWA RE Ns � sNEEr No. TMS TMS NOW r,�� 1740 Lin inger Lone, Suite Io0 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 CHKPaDn FIELD BOOK NO. FEBRUARY 2022 iberty, Iowa buildingStroll C:O^1:".:rn'I<,; North 19-626-90952317 ry 9 319-626-9090 M � MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY L.12 BRB FIELDBOOK C L U R E STP-U-3715(669)--70-52 PA191037-000\06-Orawings\06 - Plans\IOl.dwg 3/7/2022 8:24 PM D: �I LEGEND: W - HMA OVERLAY 0 OHMA OVERLAY FILLET PCC PAVEMENT PCC DRIVE PCC SIDEWALK t N N I GEOMETRIC AND STAKING DETAILS NOTES D� 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 91 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE ENGWEfR DRAWN BY IOWA CITY, IOWA REVISIONS ' SHEET NO TMS TMS IIf 91037 1740 Liningar Lane, Sono l00 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC CHECKED BY nEID BOOR NO. FEBRUARY 2022 building strong-i:u r.l'loalf��,tS North Liberty,19-62-90952317 MORMON TREK TO GREENWOOD DR STAKING clrr OF IOWA clrr L.13 BRB FIELDBOOK _ MCC L U R Ery 3t9-626-9090 STP-U-3715(669)--70-52 1037-000\06-Drawings\06 - Plans\101.dwg 3/7/2022 8:24 PM I I I m wl m 1 12.5' BT-W BT-2 r 12.5' 12.5' _... r Ark 00+1,L CD + CD 00+ZZI 12.V 12s CD CO , r' ., .. CD CD2.1 . .. 12 v C'D CO 12 -- `�. N m O O "0• 10.0' 10.0' 1 A' P 10.0' P Ro 10.01 Pro 10.5' B B B a B B e B B e _._ ----- -----W. BENTON ST I . ..... .............. _ ,.,-_ 10.0' 10.0' 10.01 10.0' 1 . ' 10.0' 10.0' 10.01 10. ' 10.0• 10. ' 0.0' 0.0• 10.0' 10. ' S' t12 5 B B B B 8 B B nc, r10 no !To {fo L 7- -_ Y- CO CD --- ._ ,f• 12.5'. 12.5' _. CD � CD 00+01, 00+1,Z 12 S BT-2ST-2 BT•2 v Z WI r�•.t LEGEND: W . HMA OVERLAY s' HMA OVERLAY FILLET PCC PAVEMENT < PCC DRIVE I -7 (fj 1Ju y PCC SIDEWALK (^" T -< W I W JOINTING DETAILS Idldllllid Illlllllllllllllllp , NOTES gdililld �pp 1. 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EL=767.82 STA 150-75.00, 0.00' RT in STA 159+80.00, 0.00' HMA OVERLAY ELx768.02 EL=768.35 HMA OVERLAY FILLET TA 150+74.19, 0.00' UJI OPCC PAVEMENT :L=767.97 Im Lut PCC DRIVE LU PCC SIDEWALK GEOMETRIC AND STAKING DETAILS ENGINE -y IOWCITY, IOWA om-s 0-0 -1 TMS TM 191037 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION -12C.1) In FIELD -1 .0, FEBRUARY 2022 building strong North LibertY, Iowo 52317 319-626-9090 MORMON TREK TO GREENWOOD DR BRIB FIELDBOOK MCC L U R E' STP-U-3715(669)--70-52 NOTES 1 REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2 TYPICAL CID JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3 ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4 ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. 5. KEYWAY JOINTS NOT PERMITTED. INTERSECTION GEOMETRIC STAKING CITY OF IOWA CITY NORTH 0 7.5 15 30 GRAPHIC SCALE SHEET NO L.15 PAI 91037-000\06-Dnawmqs\06 - PI.nt\I01.dwg 3/7/2022 8:24 PM I I N WI0 OI W O BT-2 BT-2 r- ktb 12.5' 12.S' CD CD 12.5• I:o 0 12.5' ' 00+t CD +� CD , 12.5' a 12.5' y" .. co - CD Ir 12.5' NI - 12.5' CD CID l (' CD CD O n w n w o p C. O .,,. B e B� s ,� 1 W. BENTON S _._ _ _ _ _ _ _ CD CD 12.5' 12.5-CID 1 "' i Cis' 12g 00+0" 00+1,5 12.5' 12.5 CD � CD 12.5' 12.5. CI). . CO N LEGEND: 12.5' `tea BT•2 rw. y - HMA OVERLAY c) HMA OVERLAY FILLET �. I•-• ( yrCi OPCC PAVEMENT y� PCC DRIVELU I ' PCC SIDEWALK w -- �I �� w I W JOINTING DETAILS NOTES 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 1s 30 GRAPHIC SCALE fNGINEEE D-n EEVISIDNS 10 WA CITY, IOWA i SNEEi NO. 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E4= EL=759.62 - EL=758.0 �L=758.64 STA 561+31.86,16.50' RT _ STA.5 EL=759_64. _. __. --_ 8.35 flZ,.16.50' ar ...0 ••i 1� I�s, ..♦f .4 fit.•%.l. l ti�1.�. •� :f.• STA 171+31.70, 30.96' LT STA 171+32.26, 30.73- RT EL=759.23 EL=758.43 STA 171+27.91, 24.30' RT STA 171+27.37, 24.42' LT EL=758.06 EL=758.78 STA 171+21.44, 20.01' RT D STA 171+20.86, 20.04' LT O +W EL=757.T7 EL=758.63 STA 171+13.83,18.50' RT STA 171+13.17,18.50' LT EL=757.55 EL=758.33 STA 171+01.00, 0.00, EL-757.30 EL 170-90.20, 18_50' LT/ I STA 170+90.20, 18.50' RT EL=755.94 56.31 STA 170+96.00, 0.00' STA 17 9120, .00' EL-756.74 Z EL-756.5 STA 170-91.00, 0.00' O C m v1'*� LEGEND: EL=756.32 Z I t7 ® .+ HMA OVERLAY �. W HMA OVERLAY FILLET m PCC PAVEMENT p -' r-- PCC DRIVE t C ~� PCC SIDEWALK I " GEOMETRIC AND STAKING DETAILS NOTES a 1. REFER TO STANDARD ROAD PLAN PV•101 FOR JOINT DETAILS. 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH S. KEYWAY JOINTS NOT PERMITTED. 0 7.5 15 30 GRAPHIC SCALE ENGINEER OGNTI OY REVISIONS rowA cln, IowA � SHEET No TMS TMS 'II�:>enR, 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 cNECREo er eE.&000 No. FEBRUARY 2022 bUIIC�Ing SYfOflJ toc+m �_mit es. North Liberty, 9-626 909523t7 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY L. l 9 BRB FIELDBOOK MCC L U R E" 319-626-9090 ., STP-U-3715(669)--70-52 f IUJ/-ULU\UO-U-HgS\UO - t•IOnS\IUI.Owg J///LULL e:L4 R'M ... 9.0' 8 B � 8 B B pia mm CD D CID r ' ... tf� : t 1 r. ...... 1 ......._ ___ r .i f: 1• L= D •1 f if. • 1 I _ - _ F •l� t I 'a CID Cn I 9.5' 9.0' 1 9.0' 9.5' cn wy ss � u 9.0• s.o• 9.51 n +LgPL CD + CID CID aN rN 9.5' 9.0' 9.0' 9.51 BT-2 BT•2 ST-2 ST-2 0 .may LEGEND: Z HMA OVERLAY O HMA OVERLAY FILLET Z I .+.lam Ln PCC PAVEMENT - m r— PCC DRIVE PCC SIDEWALK ACD t `o`?.,,. > JOINTING DETAILS III IIIIIIIIII �Io qp II NOTES glllllflllla DIII r 1. REFER TO STANDARD ROAD PLAN PV-101 FOR JOINT DETAILS. D 2. TYPICAL CD JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 3. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE. 4. ELEVATIONS SHOWN IN PARENTHESIS ARE EXISTING ELEVATIONS. NORTH 5. KEYWAY JOINTS NOT PERMITTED. 0 7.5 is 30 GRAPHIC SCALE ENGINEER aRnWN lV REV 1- IDYgx TMS TMS SHEET NO IOWA CITY, IOWA III �^+; 1740 Uninger Lane, Suite 100 BENTON STREET REHABILITATION INTERSECTION GEOMETRIC 191037 North Liberty, Iowa 52317 cn--y nEinf,00RNO FEBRUARY 2022 building strong comm�nihes. 319-626.9090 MORMON TREK TO GREENWOOD DR STAKING CITY OF IOWA CITY BRB FIELDBOOK MCC LURE- STP-U-3715(669)--70-52 L•20 P \191037-000\06-Drawings\06 - Pt—\101 dwg 3/7/2022 8:24 PM >< m I I I I I V X I I m ). I EXISTING 12' RCP ts CONNECT EXISTING 12' RCP ,., (TO BE REMOVED) TO PROPOSED INTAKE. N I (REFER TO SW-211 FOR DETAILS): m I o � EXISM STRUCTURE 101 I I I / EXISTING STRUCTURE 102 (TO BE REMOVED) EXISTING PIPE P-102A I I _ % X� Q+Li52.,ST(C) .__-1 ..ST(C) _-12' (C) � I / m m I,SW-SO7L � I m I STA 510+99.91, 16.48 RT 25 FG ELEV = 695.61 FL ELEV (N) - 693.36 (EX 12RCP) I BIN ELEV • 692*16 [CAST -IN -PLACE] Y, I / C i I NORTH 0 2.5 5 10 I 710 705 700 695 690 685 680 675 670 ---- -------- 1 ---- V N - _..._ _..._.__-..w.._ j W 1 CL rh v FO - L— - .. _F -102A 461,70 LF O 3612 LF OF 12' EX RC 12' EX RCP .- — t0 th z J J XX __---- w W --- ---------- ---- 710 705 700 695 690 685 680 675 670 GRAPHIC SCALE (FE Ln r m 1+00 1+80 REVIS�ONi $NEET NO L MoTMS IOWA CITY, IOWA IIIi BENTON STREET REHABILITATION STORM SEWER TMS TMS � � + a 1740 uninger Lan,, Suite too 191037 Non. Llbeny, Iowa 52317 cN BRB sr NEID eoox No. FEBRUARY 2022 MC C L U R E n, building strong 319-626-9090 MORMON TREK TO GREENWOOD DR PLAN AND PROFILE CITY OF IOWA CITY M•01 BRB FIELDBOOK STP-U-3715(669)--70-52 P.\191037-000\06-Drawings\06 - Plans\mOl (storm)hwg 3/7/2022 8-.25 PM — — —(ab (a(ab \ ab tab D D)o (a):) 51 00 £ (ob mb Ms ( (ab WRlOW CREEK PARK I I I I I I 1 2STA 04, sW+o6.90, 13.10' LT ___-- (aKs.A (o>Ss..B i I (0 S B CRY OF IOWA CRY ,- ` 1 J /1\ \ ra FG ELEV - 698.80 •. I I \ _ EL:E4EV.(E)•695.81(PR 15-111*'3 WSS-9 I BIN ELEV S,.B (OKS..B 1- �� � /�f I rj(( /// ' ) P-204 III( I f%ESWICK DR - 25.BB LF OF 15" RCP 2000D �E=0.40% //�JIII lJI/I �� ► I II-' W- L2 \' I /� ST :516+ .15,17.10 T L_ FG ( FL I I EV EV (5) EV f7OO.95 m = 695.09 (PR 21- RCP) = 695.19 21" RCP) - i FL I I t STRUCTURE TO BE REMOIED BW (r) LEV (PR 1{ 694.59 ' — — — — — — I \EI�ISTING \ 36.20 LE OF 36. 21" R11MOD I. STA SW06.90 S �t P 203 STA 41+06.90, 13.10' FIT 0 FIG ELEV = 699.00 I \ \ I v @S=0,40% m 40,60 LF OF n, 21"RCP 20000 FL ELEV(M= 695,70(FR IS- RCP) FL ELEV (SE) = 695.60 (PR 21" RCP) \ �7AP� M�OBE ® @5E=0.40°/< BW ELEV_695.10 i o m I � \ ' I � 'o 202, - 200, 21' ROP PE 2 PRON WITH I I �� A O FOOTING ANb\GUARD 1 ' y 5TA 516+56.83, 5q 83' RT ' ' I I 3 Z FL ELEV IN)= 694.. (E)V11" RCP) \ \� ' I I \\l�It n P.02 , 30.02 LF OF STA Sifi+56.1 ;16 50' LT 21" RCP 2000D FG EF¢V = 700.56 C S = 0 40N El`EV (S) = 695.32 (PR CP) I N p O NORTH I (NW)-695.42 I ,1 _ EV ��OaVZO 5 10 20 BWE ET A \ I avD11 p GRAPHIC SCALE (FEET) 715 715 --- ---- ----- --- NJ ----- - - - - --- 705 --- ----- >N- ----- o n 705 J 1 LL w- 700 R ��- _ -- _ _ _ _ _ _ wX P < 700 _ G� IL 695 ---- - --- --- -- --- -- 695 10 �. 36. • LF OF _ _ 30. — �i LF OF �oDDD _ _� -__ - _ d0.8i1 - — -2r -OF- - - 2a000 — — -25.00 r- ^--j Z _ 21• R P. ZOOOD- __ _%0.40 w w em 690 BID 695 Ik LL LL _____ ____ J___ 685 h.J --- ---- ----- ---- ---- ----- ---- ---- ---------------------------------------------- 9 0 1 +00 2+00 ENGINEER mww IOWA CITY, loWA REVISIONS 0A "ET NO TMS TMS 191037 �� 'IIi' 1740 Lininger Lana, Suite 100 BENTON STREET REHABILITATION STORM SEWER CHECKED BY nEID BOOK NO FEBRUARY 2022 MCC L U R E- building strong ^lmunitles. North Lib", Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR PLAN AND PROFILE CITY OF IOWA CITY �1 M.02 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING CO. 1037-000\06-Drawings\06 - Plans\m01(0.—).dwg 3/7/2022 8.25 PM — 1 I — � I 1 I � I — I I I I ( i G(B) GIB) aB) (8> o(B) G(B) ) G(B) I SW.841L G(B) \ B) a6) G(B) G(B) S /, G(B) aB) G(B) -- \ \ STA 518*66.45, 16.50• RT \ o C(D) O(D)C(D) \ C(D C(D) C(D)) a O(D) /C(D) \ / m 1 c) 10"SS(C) lvss(c) — — — — 10— wA � . / o'•ss(c) 1o"ss(c) 10"ss(c) 1o^ss(c) \ li — IO.SS(C)I� — — — — — — — 0 ... .. \ W m \ \ r B IXB) 0(9) GB) 1B"sr(o) 1B•'si(o)--� D(g) GIB) q 18'ST(0) G(B) DIB) G(B) aB) G(B) 18"ST(D) " T D) / 1 B"ST(D) --18"ST(D) I I h 720 720 715 710 705 700 695 690 685 680 ----------------------- ---- — — — — — — — — — ---- O ----_--- yyO _ C ---- ----W-.� —._;� LL t--(— -- ---- i58.06 LF '1081 EF OF_7 '_ROP 20000 ---- 10 irno-n o I'Ir._ ---. OZ?O z ©— ---- ---- LLJau u LL— ---- w --------------- 715 710 705 700 695 690 685 680 \ FIG ELEV = 705.75 FL ELEV (S) = 701.78 (PR 1S- RCP) i P-2 BW ELEV = 701.28 i 13.87 LF OF i 15" RCP 2000D ' C(D) T_— _._a 5.=1:00%__._.—C(D)—�—_-_. CID) —.-._.___...._ C(D) MH-2, SW-401(84" DIA) C(0) 19"sh(c)—�TAsle.rlg.a,(gq.19'-x as r{c) 18"sr(c) RIM ELEV=iO4.W-- C(� I / EIEV C=701.64(PR IS-RCP) FL ELEV (E) = 701.54 (EX 18- RCP) Cl0)/ FL ELEV (SW) - 701.44 (EX 18" RCP) BW ELEV a 700.94 C " C---10"5s(C) I G(B) ---- G(Bl-------- a G(B) — EA37RIG — — — — — — — —q7, STRUCTURECONNECT EXISTING 18" RCP TO PROPOSED MANHOLE. / (REFER TO SW-211 FOR DETAILS) NORTH / EXISTING PIPE P-302 0 2.5 5 10 GRAPHIC SCALE (FEI Q � Z C4 W mg o�n 1+00 1+80 L� — I E,+ciH1 oawr. er IOWA CITY, IOWA aEvisioras ' , ylgr Na TMS TMS 191037 III%'`:' 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION STORM SEWER cNTMS er r�[m MS r+o. FEBRU 10 2022 building strong `.lmunities. North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR PLAN AND PROFILE CITY OF IOWA CITY BRB FIELDBOOK MCC L U R E'" 319.626-9090 STP-U-3715(669(--70-52 M.03 P\191037-000\06-Drawings\06 - Plans\mOl (storm).dwg 3/7/2022 8:25 PM ITM GRAPHIC SCALE (FEET) 740 740 735 735 730 730 y f`--J ...5 mac-- 72s 725 �.•-+ -"{ 1 � i 720 720 � , a� w W 715 715 710 710 705 705 700 700 1+00 1+80 ee0eil oewwri er IOWA CITY, IOWA aEr ONO � ��' TMS TMS 191037 1740 Lm 9e. Lune, Swte 100 BENTON STREET REHABILITATION STORM SEWER —CKED B• rmineo 10 FEBRUARY 2022 building strong MCC L U R E" North Liberty, Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR PLAN AND PROFILE CRY OF IOWA CITY Ma�4 BRB FIELDBOOK STP-U-3715(669)--70-52 1 � PIPE PJ03A F� (7 I G(B) II SW341L GG((B) G(B) o(q) T� G(S) G(B)--'/-0(B) I(B) C(tl7 G(B) / B) G(R) G(B) 9) C(B) G(B) p(g) I STA 5T2N4.00, 18.�' RT I '. MH-3 — — -- 303A N A r _--- m_- I I � —' —Pam---9319L m . 151.1' _10.98 18' LFO RCP _ �IX O _ $ � "� a .- a N fD WCZ N Mm_NN---- --LLLL. 1� 11 N _--- ---_._ _ JOJJZJZ_OZ---- i1037-000\06-0lawi110A06 - Plans\m01(sMml).dwy 3/7/2022 8:25 PM taEsoMo PRRRRIa 307A loco dtt - OHE(B) OHE(B) B) OHE(B)� ) CONNECT EXISTING tY RCP __-L- / - - - - - - - - 4 y 'O D) D - - - - -(REFER TO SW-211 F ••RD 2"W(C) 712• W( /do) - I 9) CLol a� FF c(B) - - _. ,-� e - �- ( . 7 tgg's7(c) .._�.. t 1.7,SW-641L - - C(8) O (B) SPE i ) ,,(B) C( 12' (C) P3, -. „a7 _ C i 11�19 LF OF - -� -- - '� "faj �^T - G(D =- 0 STA 530+10.95, 1T.18' RT SW-541L STA 5 8+3111.3 6.63' RT t 2'S C) 1� }5 Z4 'I 72 (CC D) FG EL 757.52 G(B, - C( C FO(C__�- C') i -s^EEo FIL ELEV=761.15 ' bTA 527+07.82, 16.I4' RT 9Y RCP 2000D � 11.30 LF OF 1 "S ) FIG EL VT52.03 (PR tY RCP FL ELEV (S) = 3.94 (PR 12" RCP) JR C _ OFCi - BW ELEV • 753.94 �!a C( C(D) (0) 9 LF OF C(D) -- -- / 12" RCP 20000 o / y/ MHO, 48" DIA) MH-5, SW-401(48" DIA) 0 6 / I @ 5 = 1.00 % STA 527+08.52, 30.W RT STA 528+33.75 .13 RT RIM ELEV = 758.13 / RIM ELEV = 755.00 I I � I MH-6, SW401(72" DIA) /sTo' 00 o FL ELEV (N) = 751.92 (PR 12" RCP) FL ELEV (N) = 749.47 (PR 12" RCP) I STA 530*03.69, 29.83' R7 FL ELEV (E) = 749.47 (EX 12" RCPI / CONNECT EXISTING 12" RCP FL ELEV (E) = 752.09 (EX 15" RCP) RIM ELEV = 761.10 FL ELEV (W) = 749.37 (EX 12" RCP) I TO PROPOSED MANHOLE. n FL ELEV (1V) = 751.82 (EX 12" RCP) a FL ELEV (NE) = 754.33 (PR 12" RCP) c BW ELEV • 748.87 / (REFER TO SW-211 FORD ILS) I BW ELEV • 751.32 L FL ELEV (SW) = 754.33 (EX 15" RCP) o OPEN THROAT INTAKE FL ELEV (W) = 754.21 (EX 12- RCP) / I I OPEN THROAT INTAKE D) i RIM: 761.10 I THROAT:: 760.25 BW ELEV = 753.71 RIM: 754.77 ` OPEN THROAT INTAKE I / 15" RCP FL SW IN: 754.33 THROAT: 753.81 o RIM: 756.94 12' RCP FL E IN: 749.47 THROAT: 755.81 t I I 18' RCP FL W OUT: 754.21 12" RCP FL W OUT: 74 12" RCP FL N IN: 751,90 / CONNECT EXISTING 1Y RCP .. I 15' RCP FL E IN: 752.09 \ / I TO PROPOSED MANHOLE. n 12" RCP FL W OUT: 751.82 CO / TO PROPOSED MANHOLE. \\ vI (REFER TO SW-211 FOR DETAILS / (REFER TO SW-211 FOR DETAILS) \ I o I I I NORTH 600+ PSIG GAS TRANSMISSION �0 7.5 15 30 o MAIN t I OPEN THROAT INTAKE 770 765 760 755 750 745 740 735 730 770 765 760 755 750 745 740 735 730 O N 1+00 1+80 ENGINEER -.1 BY IOWA CITY, IOWA RlVWIOlA TMS TMS 191037 CHECRED BY HELD BOOR NO. FEBRUARY 2022 - BRB FIELDBOOK _---- --_ rA -N, _- >- w� -14 -. =S=P- 1130 LF OF _-. 37 O5 OF 1Y RCP P2000D 1.00% -- _ ---- - - - - 12! E N O Qj ---- LL LL AL ----------------- ----------------- 770 770 765 760 755 750 745 740 735 730 - - - ---- ----- --------- --------- H-5 ---- ---- f` ---__ LU w-. _ J---- xLL ---LU e FI307 P'30T. P-5 33 .1Yw( fY RCP 2W D @1.00%i ^ N N N r --0 --J _.. N---- 011 - IDI it O_- O- __ _____-__- J J J -- J LLLLLL W - - - -- IL - - - - - -------------------------- 765 760 755 750 745 740 735 730 N jp 1+00 1+80 ^ 1740 Uninger Lane, Suite 100 BENTON STREET REHABILITATION building strong '?mmuFH11C5L North Liberty, Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR MSC L U R E' STP-U-3715(669(--70-52 ENGINEERING CO. STORM SEWER PLAN AND PROFILE 775 770 765 760 755 750 745 740 735 GRAPHIC SCALE (FEI 775 ---- -.. 175.46 LF O 11.19 LF - - - - 12•EXRC IYRCP D---- --'r'- _N • N .� 2 ^� - - - - - - - - N�? - - - - - - - - 7 t? a7 _ O-Z LLLLLL .._.-- ---- 7 ----------- ---- -_--- 735 __ m 1+00 CITY OF IOWA CITY 1+80 0 5 5 + a7 1 L n w r 4 M.05 )37-000\06-Drawings\06 - Plans\m01(storm).dwg 3/7/2022 8.26 PM m 1+00 CITY OF IOWA CITY 1+80 0 5 5 + a7 1 L n w r 4 M.05 )37-000\06-Drawings\06 - Plans\m01(storm).dwg 3/7/2022 8.26 PM m rill m 11 — — — — — — — — — — — — — — -- I----------- --- — 0 EXISTING $01DO O O Do o O (REBUILD INLET TOP) \ i U I I I 1 ❑I W 12"ST(C) 12• 12"ST(C) C) 12" ST(C) I O O O O O O I G(D) ---. o 72' ST(C) ) I 2S ❑I � o o� o 0 0 0 0 a�� I U I w I CONNECT PROPOSED RCP EXISTING INTAKE. RO (REFER TO SW-211 FORD Al J I — —�- I _ —,E — —h— — - --�-- ❑i i' W r I i u P-2 13.87 LF OF I 15" RCP 2000D �� s =1.00x U I U ❑ / j u I 1-0, SW-50 STA 541 , 30.19- RT I ❑) U m FG ELEV = 7.25 FL ELEV (E) = 54.10 (PR 12- RCP) BIN ELEV=753. I m I / I NORTH 0 2.5 5 10 i f c U GRAPHIC SCALE (FEET) 770 770 765 ------- - - 765 E--Q2---------- II x W- LLl 1- .___—._-.—_—__ — ::3A 760 a ---------- J' - 760 F- a O a 755 I 1 ----- -~~- - 755 L=-==- ===-- s = — {- - ca 2�fl - - - - P-801 Cp 13.87 U 72' RCP - - OF _ E� 750 �� 750 g---------- 3- - - - - - - - - -- - Z w 745 - Z a - - - - - 1° - T - m -G ►� -p 0 N. Z. ---------- . U_ L_ 740 --------- - 740 �' W 7- 735 ------ ---- - -- 735 7301 f N � h n 0+9w 1+75 ENGINEE0. D0.nwN Br IOWA CITY, IOWA 0.Enslovs 'ft� sNEE1 No TMS TMS s`�"' 1740LiningerLane,Suite 100 BENTON STREET REHABILITATION STORM SEWER 191037 North Liberty, Iowa 52317 CHECKED 1Y FIELD BOoI(N. FEBRUARY 2022 building Sarong COlT1fY1Ul1111@S. 319-626-9090 MORMON TREK TO GREENWOOD DR PLAN AND PROFILE CITY OF IOWA CITY BRB FIELDBOOK MCC L U R E" STP-U-3715(669)--70-52 M.Ob ro t1037-000\06-Drawings\06 - PIons\m01(slorm).dwg 3/7/2022 8:26 PM MINOR �- y41 ----- --- IS W. BENTON ET 15 LF 8' PVC SANITARY SEWER i 10LFrPKrt WAR/81a161 ----------------- -- ----- -- ----- 1 4411'1AWTARY SW-303 SEWER MANHOLE STA V RIM: 4313 .98 RIM: T4323 p B' INV. IN (N): 731.61 it8' INV. IN (E): 735.00 2 B' INV. IN (W): 734.50 W @ 8' INV. OUT (S): 731.56 0: 7IQ � cp Irp NORTH 0 10 20 40 GRAPHIC SCALE 760 __. ___. ___ --------------------- ._._ _- .____ 760 -------- _---------------------------------------------------------------------------- ._ 755 _________ __________ __________ _________ __________ __________ _________ __ __________ ________ __________ __________ _________ _________ 755 SW M3 SEWER MU _________ __________ __________ ________ �11A ____ __________ __________ _________ ___ ___ __________ __________ _________ 745 _________ ___WS— Rom______ ________8"INV.IN EL 7+I'.E< (MI): 734. _-_______ __ _ ___ __________ __________ _________ 745 STA. 545+ 49 r INV. ( : 73 .56 _________ ___MA:74f.8f __________ _________ _ __-______ ___g- INy,�N� _ }-735,s�8____ (Ek_LL`.OB___ _________ _____ --- _______ -- __________ — — — __________ ___ _ _ ____ --- ---------- --------- --__---- Ew n AN S NC UPSTREAM SANITARY SEWER MANHOLE STA. 549+77.45 — — — — — — — RIM: 763.93 740 -------- 740 8r NV. IN (N} 755.43 _________ _ _ _____ __________ _________ __________ __________ _ ___ __________ _________ ____ __ 8' INV. OUT (W): 755.33 -^'' �- 1-1 -------- - - ----- ---------- 7o --------- rwc ---------- __ ------ --- - --- ---- 735 ------ - - ----- ---------- --------- --------- ---------- -- - -- ----- >�----- --------- .a --------- - ----- ---------- 7° a ��P---------- ---------- --- --- --------- ---------- --------- ---------- --------97.5LF00.W% --------- ---------- --------- --- toIFr MBHTARY --------- R C3 cn --- --------- --------- ---------- ---------- ---------- --------- --------- ---------- -------p-- ---------- --- --- -- ---------- ---------- ------- - ` 'L7 730 -- ---------- ---------- -------- 730 CT1 —<y ! 1 --------- ---------- ---------- --------- ---------- ---------- ------- --- ---------- --------- --------- ---------- ---------- --------- ---------- ---------- --------- ------- --------- .� (� --------- ---------- ---------- --------- ---------- ---------- --------- .. 72 ---------- ---------- --------- 725 s' _________ __________ _ --------- ------- --------- --------- ---------- ---------- Nine ------ REFER T ---- ewmal771F3DOQ - IOYA DOT BT ----- MARDROAD --------------------- AN ---- ---- --------- 720 o n --------- ---------- --------- ---------- ---------- --------- ---------- ---------- --------- 720 m e n n n a a n n n n r.i n o v a m a n 541 545+20 545+40 545+60 545+80 546+00 546+20 546+40 546+60 546+80 547+00 MERRIER .E aHs SHEET HO AMP wKJC Iow 19103IowA IIf' BENTON STREET REHABILITATION BENTON STREET EAMP K1C 191037 � 1360 NW 121sf Sfreaf building strop nmunities Ow, awa50325 CIE—DT nuasoo.Ho FEBRUARY 2022 MC C L U R E n 9 9 5t5-964-1229 MORMON TREK TO GREENWOOD DR SANITARY SEWER CITY OF IOWA CITY MSA.01 BRB FIELDBOOK ..515-964-2370 STP-U-3715(669)--70-52 PLAN AND PROFILE IU3/-UUU\U6-Urawings\U6 - XIDns\MSA.0 I_Reb,d Ewg 3/d/2022 1:57 PM GENERAL NOTES: 1. MAINTAIN MINIMUM OF 5'-6' DEPTH TO TOP OF PIPE. 2. UTILITIES TO BE FIELD VERIFIED PRIOR TO EXCAVATING. 3. ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE RESTRAINED JOINT. 4. CONTRACTOR SHALL MAINTAIN DESIRED 5 MINIMUM HORIZONTAL SEPARATION BETWEEN NEW WATER MAIN AND EXISTING HIGH-PRESSURE GAS MAIN WHERE FEASIBLE. NORTH 0 10 20 a0 H gy 36,56' LT I W II p p I I CONNECT TOSEXISTING 6- O O STA 553-17.07, 32.69' LT O GRAPHIC SCALE po- mil, o p o CONNECT 70 EXISTING 6"WATER + + t WATER SERVICE + m O N I ,'� h — - - W vl rn 1 (7 _ EXISTING 6' WATER MAIN STA 552+40.86, 35.54' LT A 552-45.92, 30.49' LT ; TO BE ABANDONED IN -PLACE 6" - IS° BEND t' -45, BEND m (REFER TO DSMEETS) MM STA 553+17.02, 31.12' LT 45 BEND .',29.78' Our STA W. BENTON ST 6" TEE i _—_—_—_---�—_—._ _—__}--_—___—_ —{-__--STA 552+15.86, 72.'RT 12" DIP WATER MAIN STA 55203.73, 22.49' RT 12'.6" TEE „ SEE CONNECTION DETAIL 01 ON SHEET U-01 ' ` 12" GATE VALVE 1:2 EE CONNECTION DETAIL 6"SERVICE CONNECTION 12" WATER us ON SHEET U.0/ SEE MWM.05 FOR PLAN AND PROFILE r a -STA 55 N 7 5.66, 21.88' RT STA SW+03.96, 26AW RT - - _ _ r 6" GATE VALVE y F- STA $52+58.94, x2.50' RT 6 0 PSIS I' ` 1 i - 12" GATE VALVE CONNECT TO ElU$TI G LINE ' �' STA 552+15.86. 32.50' RT ' CONNECT TO EXISTING W 11 Si2+56.77, 22.50' RT ; 1 _- - 6" WATER f SSS1119DRANT ASSEMBLY STA 553+13.77, 22.52' RT 1 W - 6'TAPPING VALVE ASSEMBLY �IN §TA 550+0 .96, 26.1/' RT - �.. X W Z o - 22.5" BEND - STA550+1/.81, 22./T RT ! - 9TA 552+17.99, 22.51' RT V WATER SERVICE STUB = 12" - 22.5° BEND 12' GATE VALVE I" WATER SERVICE CONNECTION I � W 01 CONTRACTOR WILL PRESSURE TEST 35-FT STUB PRIOR TO CONNECTION. AND CURBSTOP a1 785 785 780 775 n0 765 760 755 750 m ai ro Mill L IN 780 775 O +`V «w )5c1� 77" _< ' ...,r. 766 CA) 760 755 750 549+80 550+00 550+20 550+40 550+60 550+80 551+00 551+20 551+40 551+60 551+80 552+00 552+20 552+40 552+60 552+80 553+00 553+20 553+40 553+60 553+80 554+00 -VEER .swN er IOWA CITY,IOWA aKJC 'sos II'% seer .,, AMP 191037 1360Nw121srSrreer BENTON STREET REHABILITATION BENTON STREET cnEc.eo ev NEm aoo. No FEBRUARY 2022 MSC L U R E'" building 511Ong �11 f11U nitlBS. 515-964-1229 Clive, 10 50325 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY MWM.O1 BRB FIELDBOOK fa.515-964-2370 STP-U-3715(669)--70-52 PLAN AND PROFILE EERING' 11037-000\06-Drawings\06 - Plans\MWM Rebid. dwg 3/8/2022 2.04 PM GENERAL NOTES: 1. MAINTAIN MINIMUM OF 5'6' DEPTH TO TOP OF PIPE. s 2. UTILITIES TO BE FIELD VERIFIED PRIOR TO EXCAVATING. ` 3. ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE RESTRAINED JOINT. Ot 4. CONTRACTOR SHALL MAINTAIN DESIRED 5' MINIMUM HORIZONTAL SEPARATION PROTECT EXISTING CURB, GUTTER AND BETWEEN NEW WATER MAIN AND EXISTING HIGH-PRESSURE GAS MAIN WHERE PAVEMENT DURING WATER MAIN CONSTRUCTION - FEASIBLE. NORTH p # _J -6 0 10 20 40 J— Q - EXISTING 6" WATER MAIN Y # TO BE ABANDONED IN -PLACE GRAPHIC SCALE EXISTING 6" WATER MAIN (REFER TO DSHEETS) $ o + TO BE ABANDONED IN -PLACE (REFER TO D-SHEETS) p Q CD Q I j o o o n I STA 557-10.70, 32.54' LT CONNECT TO EXSTING 6" CD CD Eft) E� WATER WITH 6" TEE I # o n LT STA 567DRAN , 31,33'ASSEMBLY FIRE HYDRANT ASSEMBLY T— { 6" SERVICE CONNECTION- REMOVE 6' WATER MAIN FOLLOWING - — E SEE MWM.05 FOR PLAN AND PROFILE CONSTRUCTION OF NEW 12" WATER MAIN 1 (SEE ID -SHEETS) 1" ---F--.. _.,. --_— _ .,.. -. ..-. ., - STA 557+72.31. RT - _—F---_—_ ----- '- 1 �h. W. BENTON ST 12• 111s SENDSTA $57+92.31, 19.W'RT 12"-1125'SENO 1 ' 12' WATER MAIN STA 557+53.19, 2261' RT _ , ... STA 556+09.15, 22.ST RT STA 558+57.22. RT 'I t' TAPPING VALVE VALVE � � "^ r „" "'S4 ----------------- — -- -- — - -- ---- — — — --- — --_ — i — --- -- — P 6 PSIG 1 TA 555+31.22, i2.51I _Rr - _ 1 GATE VALVE I \ _— - \ ------, • _ _ O' - G(l UN E I I D ! I fj # STA 556+29.12, 22.51- RT FIRE HYDRANT ASSEMBLY -- ______" 600 - I I STA 555+27.03, 22.50' RT 1Y' GATE VALVE STA 556+60A6, n50' FIT 6" TAPPING VALVE ASSEMBLY GAS LINE GRATE VALVE 1 AI f6 _ 1"WATER BE STUB I STA 557+10.90, 22.51' RT 6' TAPPING VALVE ASSEMBLY — S A 558+31.36, 22.53' RT i o # S 1" WATER SERVICE STUB # J 9 HYDRANT ASSEMBLY $ = 3 I V 112" GATE3VALVE .53' FIT 785 780 775 770 765 760 755 750 _________ ________ �________ W p __________ __________ __________ __________ __________ __________ _________ _________ _________ __________ __________ __________ __________ __________ __________ _________ _________ _________ __________ __________ __________ __________ __________ __________ _________ _________ _________ __________ __________ __________ __________ __________ __________ _________ _________ _________ __________ __________ __________ __________ __________ __________ _________ _________ _________ __________ __________ __________ __________ __________ __________ _________ _________ _________ __________ __________ __________ __________ __________ __________ _________ _________ _________ ___—_____ __________ __________ __________ __________ __________ _________ _________ _________ W________ __________ _________ _________ __________ __________ _________ __________ __________ _________ __________ __________ _________ __________ __________ _________ __________ __________ _________ __________ __________ _________ __________ __________ _________ ________ U ________ __________ _________ __________ _________ _________ _________ __________ __________ __________ __________ _________ ____---------------- __________ _ _ __________ _________ _________ __________ __________ __________ __________ _________ _________ __________ __________ __________ __________ _________ _________ ___-_-____ __________ __________ __________ __-______ _________ -_______-- _________ ________-_ __________ -________ _________ ____________________ ____---- __ __________ _________ _________ --------- ---- ---------- ---- ---------- ----- --------- ---- ---------- ---- ---------- ----- --- — - ---- -- ---- ---------- ---- ---------- ---------- a ---- --------- -------- ---------- - ------ - ---------- ---------- --------- -- ---------- ---------- --------- ---------- -- ---------- ---- --------- --------- ---------- ---------- ------- ------------ ---- - - ---------- ---------- ---------- ---------- -------- -------- --------- --------- ---------- --------- ---------- ---------- --- ---- ---------- ---------- --------- - _ ---- ---------- —__ a---- ---- --------- ---------- ---------- ---i3r �i ----- — 2"-4:2YBEND- -- ---------- ---------- ------- I _________ __________ _________ _________ __________ __________ _ --------- --------- ------- -------- -_— ______ — — — _______ __ - _ ___ _ ---- - ----ETA: 3T --- --- -- ---------- ---------- ------- --------- ---------- --------- ------------------- ---------- --- ---- ---------- ---- --------------------------------- --- ---------------- --------------------- __ --- +r_1 MID ---- _ -- - - -- ---- --- ----- ---------- -- -------- ---------- ------- — ---------- ---------- --------- --'- --------- --------- - --------- -- ---- ---fING --------- ----iY ----ST -- -■ BENS --- +53.19- --- a72.32 ----- ----- --- --- --- — ----- -- -- _ — — ---- ----- ----- ----- ----- ----- ---- --- --- -- -------- ---------- - -- '— ----- -- — --------- ---------- --------- -------- ---------- ---------- -- --- -_________ __------- ----- --- - 1 ---- DM Wi17Ee 4Zi'GA1E - LMAAZEVALWF -- ---------- --------- ---------- ---------- -------- --- -- - ------ ------- ----- --------- ---------- --------- --------- ---------- --UAS - - 0W_1LTi--- ---------- --------- ---------- ---------- --------- --- --- ---------- --- - -- - - --- ---------- --------- ------- 8"TAPALVE ASSE_M_B_Y _________ _________ __________ __________ __________ _________ _________ _________ ______ __________ ___Emma ____ ______ __________ ___--_____ __________ _____--__ _________ __________ _________ STA = 556+60.46 - ___ T __________ _ SIO VALVE ______ _ _ SEMBLY _________ __________ ____ __ ________ _____ _______ . V+_f1JI0 __ _____.. ..___ _________ __________ __________ ____ -------- ---------- --------- -------- ---------- ---------- - -------- ---------- ---------- -------- ---------- ---------- --------- __-------------- ---------- --------- --------- --------- - --__-- -- ------- -- -._. - _. ]2'GATE YE - --------- 'SAPPWC W EYBLY '------ --------- ---------- ---------- --------- ---------- ---------- --------- ---------- ---'------ --------- ---------- ---------- ----'---- --------- ------ ------- ---- � 26 ------ ------ ----- _________ __________ __________ _________ __________ __________ _________ __________ __________ _________ __________ __________ _________ __________ _________ _________ ________ ___ _ __ ___._. FIRE HD YRANT ASSEMBLY - ______ __ STA STA = 558+31.36 12" GATE VALVE _________ __________ __________ _________ __________ __________ _________ __________ __________ _________ __________ __________ __---------------------------- __ _________ __________ __________ _________ __________ STA = __________ 33A7 _________ __________ __________ _________ Eo n m m m n w o� Ro N a m n o n n o m m n m h ri ri ri ri ri ri ^ ci N n n n n 6 o cs a a6 o n n n r n n n r n n n n n n 785 780 775 L m C 760 755 750 554+00 554+20 554+40 554+60 554+80 555+00 555+20 555+40 555+60 555+80 556+00 556+20 556+40 556+60 556+80 557+00 557+20 557+40 557+60 557+80 558+00 558+20 558+40 558+60 558+80 559+00 E ."EER oR,.wH ex IOWA CITY, IOWA eE. s uni ' I'I% sr,FF .0 AMP KJC 191037 1360 NW 121sr sr,ee+ BENTON STREET REHABILITATION BENTON STREET E.n Erem eooc'+o FEBRUARY 2022 building strong Clive,l-50325 515-964-1229 MSC L U R E ' MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY MWM.02 BRB FIELDBOOK Fa.515-964-2370 STP-U-3715(669)--70-52 >I037-000\06-Drawings\06 - FIa \MWM_Rebid.dwg 3/8/2022 2:05 PM GENERAL NOTES: F 1. MAINTAIN MINIMUM OF 5'S' DEPTH TO TOP OF PIPE. 2. UTILITIES TO BE FIELD VERIFIED PRIOR TO EXCAVATING. 3. ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE RESTRAINED JOINT. 4. CONTRACTOR SHALL MAINTAIN DESIRED 5' MINIMUM HORIZONTAL SEPARATION BETWEEN NEW WATER MAIN AND EXISTING HIGH-PRESSURE GAS MAIN WHERE STA 560+39.25, 34.09' LT FEASIBLE. STA 563,32.12, 34-42' LT CONNECT TO EXISTING I I CONNECT TO EXISTING NORTH 4" WATER SERVICE WATER SERVICE WITH 6" TEE 0 10 20 40 p STA 563+85.90, 22.54' RT + g + + e0 illlll 12'x6' TEE + + I SEE CONNECTION SHEET U 01 o GRAPHIC SCALE cn ON$ 9 of C I v1 STA 563+3211, 31.31' LT , i< SEE MWM.OB FOR PLAN AND PROFILE - 4F BEND STA e —••so An "'n—""9 { S �; .,®;—�.mt—,.FIRE YDRANTIASBEMBLY 6• STA 663+36A1, 27.W LT - It d SEE MWM.06 FOR PLAN AND PROFR.E 1 g 1 STA 561+53.24, 18.50' RT STA 561+5714, 22.50' RT - , �a " x•E•-�•+Kn •wn�K.Enr.Kn --�•c W. BENTON ST STA 580+49.11, 22.50' RT 4• TAPPING VALVE ASSEMBLY 12" - 45.' BEND 12- - 45' BEND--�_—____- ______—_-}.__—___—__�__-_—_—_—_—F—_—_ .. �. I REMOVE 6'WATER MAIN FOLLOWING SEE CONNECTION DETAIL 93 ON SHEET U-01 - - - �— -----�---r F--- NSTRUCTION OF NEW 12' WATER MAIN STA 560+3915, 22.50' RT SEE CONNECTION DETAIL 94 ON SHEET U-01 ' (SEE DSHEETS) 4' TAPPING VALVE STA 561+44.43, 18 41' RT STA 561+96.W, 22.50' RT w w ....ASSEMBLY - 1P GATE VALVE TEE - -- ✓ w eti uti .w ,w � rw ,w rr ,w s Vt_ _ _� - _ _ _ --_ _ _ • _ _ x _ _ ,t _ _ n.r' _ 563-36.31, 22 50' RT - _ _ _ PROTECT EXISTING CURB _ - -- - A 0 _ B00 PSIG C? '� �•- JI _-- --6" TAPPING VALVE ' - ASSEMBLY Y - 'LINE, = � - 1 -II' ( GUTTER AND PAVEMENT9URING-'--'' I .. _ ______ ------ WATER MAIN CONSTRUCTION STA .30 .50' RT EXISTING 6' WATER MAIN TO BE- 2 PROTECT POWER POLE _--' 12' GA VE ABANDONED IN PLACE. 6 STA 561N8. 18.45 - --- STA 561+9 .69, 25.08' RT (REFER TO DSHEETS) ----� lyj r I I 12 L8' GA ALVE Z 3 I I STA 561+48.4 , 35AT RRT� '' $ T 2" WATER I 1 _ ! FIRE HYDRANT SSEMBLY - - - STA 561+98.69, 41.78' RT SERVICE STUB I who CONNECT TO EXISTING Z I STA 563-85.88, 24.70' RT = 6' WATER I \ - f 6" GATE VALVE F� i I L- CONNECT TO EXISTING ¢ w \ 6"WATER MAIN N 1 MAINTAIN 18" VERTICAL SEPARATION BETWEEN BOTTOM OF EW 12" WATER MAIN AND EXISTING 8" SANITARY SEWER. 2 MAINTAIN 18" VERTICAL SEPARATION BETWEEN BOTTOM OF NEW 12" WATER MAIN AND EXISTING 27" STORM SEWER. 775 775 r------- -------- -------- n ---------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- ----------11 ---------- ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- --- -------- ---------- - - -- ------ --------- --------- --------- --------- ---------- ---------- ---------- ---------- ---------- ---------- - _ --------- --------- 770 z------- -------- ---------- ---------- ---------- I ---------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- ---------- ---------- ---------- --------- ---------- ---------- --------- ---------- - ------------- 765 -------- -- - --- ---------- --------- ---------- ---------- --------- --------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- -- - - - - - - --------- ---------- ---------- --------- 71: - _- _--�-_ _ --------- _ _ ---------- ---------- --------- ---------- ---------- -------- - -- ---- ---------- --------- ---------- ----- ---- ------- ---------- I ----- ---- ---- - -- ------ --- ---------- -------- --------- ---------- ---------- --------- ---------- ---------- - --------- ---------- --------- ---------- - --------- -- ------ ---------- ---------- --------- ---------- ---------- --------- ---------- ---------- --------- ---------- ---------- -------- 760 _ _________ _ _____ __________ __________ _________ __________ __________ _ _____-__ m _ raj _'Ti _ --------- ---------- --------- - - - _ ` C- --------- ---------- - ------ ---- --------- ---------- --------- ------- ---------- -- ------ - - - - - - - - - •,rEw. 755 --------- ---------- ---------- --....------ ---------- --- - - ---------- ---------- - - --------- --------- ---------- ---------- --------- ---------- --- ---- ----- ---------- -- -------- -------TIM. --------- ---------- --------- ---------- ---------- -- ------- ---------- - - ----- ------ }} 71 --------- ---------- ---------- --------- ---------- --- ----- ------ V-A� -------- �$$FM¢�Y_ ---- ----- ______ P T_ --- PING VALVE --------- ENBLY ---------- ------- __________ ________ __________ _________ __________ __________ _________ -------- __-_______ ---------- ______-___ ---------- _______-_ --------- 'v1 3 •580+3915 ETA __________ __________ _________ __________ STA__=_541 __ _ ________-- _ _ _____ _ __________ ________ ___ _______ ____-_____ _________ _ ______X:E 750 M1+�{p_ GATE VALVE Y•4SBEND A • 562+16.30 12• X6'2" __________ __________ _________ __________ __________ _________ __________ __________ _________ __________ STA!'�_ __ _ - A • SH+37_________ _-_-______ __________ _________ __________ __________ ________ _ _________ _______ STA 863+25,3} __ ____ -_____ _________ ____________ __________ _ _________ ______-___ __________ __________ _____ ___ IM _ ___ _________ ____-_____ __________ -________ ______-___ __________ ___ STAW «w F, ' � __________ _____________________ ____ ________ _________ 745 _________ _________ __________ __________ __________ __________ _________ _________ __________ __________ __________ __________ _________ _________ __________ __________ __________ __________ _________ __________ __________ __________ _________ _________ __________ __________ __________ __________ _________ __________ __________ _________ __________ __________ _________ __________ __________ 740 _________ __________ _______ __________ _________ _________ __________ __ __________ _________ __________ __________ _________ __________ ________ __________ __________ _________ ------- __ 740 m •c m N a N in < rn ri N ri e of p m G a C m of u0 m o n v1 n n n n a N n I n of n n N n N n n � �n 559+00 559+20 559+40 559+60 559+80 560+00 560+20 560+40 560+60 560+80 561+00 561+20 561+40 561+60 561+80 562+00 562+20 562+40 562+60 562+80 563+00 563+20 563+40 563+60 563+80 564+00 EHGHEEE O WN xI IOWA CITY, IOWA —ONS ' II'% AMP KJC 191037 1360 NW 121St Street BENTON STREET REHABILITATION BENTON STREET CHECKED BY Hfm eooK Ho FEBRUARY 2022 building strong nmunities. c515 Iowa 50325 9 9 Si5-96a503 MC C L U R E ' MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY MWM.03 BRB FIELDBOOK fa, 515-964-2370 STP-U-3715(669)--70-52 ENGINEERING C GENERAL NOTES: 1. MAINTAIN MINIMUM OF 5'-6" DEPTH TO TOP OF PIPE. 2. UTILITIES TO BE FIELD VERIFIED PRIOR TO EXCAVATING. 3. ALL FITTINGS, VALVES AND APPURTENANCES SHALL BE RESTRAINED JOINT. 6 4. CONTRACTOR SHALL MAINTAIN DESIRED 5' MINIMUM HORIZONTAL SEPARATION BETWEEN NEW WATER MAIN AND EXISTING HIGH-PRESSURE GAS MAIN WHERE FEASIBLE. ■ 8 1 1 __--- -- -ae; may �04 -- __ 1-STA564-6.14,22.SIPW it GATE VALVE ----3 i X''. ■ 1--t----- 5 CENTURVLINK J 1 NORTH BOXES 00 10 20 40 _ �0 -� w 2 (� GRAPHIC SCALE 0 o ---CD 17 I ��-----y---��_ STANECT OEXI EXIRT STING CONNECT TO EXIBTING 6' WATER � WITH STA W74 7.32,18.66' R PR TECT ONE P ESTAL i h 4e1 --- ub -- 0 STA 567+67.83, 23.90' RT 12 CAP ;- SERVICE STUB PSIC STA +49.83, 22.50' RT I 9 AS LINE 4'TAPPING VALVE ASSEMB Y `` , STA +26.38, 22.51' RT r.��—`` —.— � 1r TE VALVE 1 STA 566+49.82, 33.97' RT gg 1 \ STA 567+1 Y15, 22.49' RT STA 567+24.22, 22.50' RT TA GATE VALVE YL.BO'RT - CONNECT SE EXISTING ,,,■� 2• �� VALVE ISTI WATER MAIN TO BE 4' WATER SERVICE 1 i" GATE VALVE FIRE HYDRANT ASSEMBLY j 1 , r WATER RVICE STUB ABAN NED IN PLACE STA 567*17.31, 22.50' RT f \TA'564+18.74, 22.58' RT (R R TO DSHEETS) SEE CONNECTION DETAIL 12"x6' TEE FIRE HYDRANT ASSEMBLY 86 ON SHEET U.01 IN I 9 775 n5 BENTON W. 12" WATER MAIN jj Una itY�W� nr t�v --------- --------- --------- --------- ---------- ---------- --------- --------- --------- --------- ---------- ---------- --------- --------- --------- --------- ---------- ---------- --------- --------- --------- --------- ---------- ---------- --------- --------- --------- --------- -- ------ ---------- --------- --------- --------- --------- ---------- ---------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------- ---------- ---------- --------- --------- --------- --------- --------- --------- ---------- ---------- --------- --------- --------- --------- --------- --------- --------- ---------- ---------- ---------- --------- --------- --------- --------- --------- --------- ---------- ---------- ---------- --------- --------- --------- --------- --------- ---------- ------ ---------- --------- --------- --------- --------- --------- --------- ---------- ---------- ---------- --------- --------- --------- --------- --------- --------- .., m------ --------- ---------- -------- --------- ---------- --------- --------- ---------- --------- --------- ---------- --------- --------- ---------- --------- --------- ---------- --------- --------- ti 765 — - r.., $�------- --------- ---------- --------- --------- --------- --------- --------- ---------- --------- --------- ---------- --- - --------- ------- ---------- --------- --------- c --------- ---------- --------- --------- --------- --------- -- ------ 750 -------- ------- --------- --------- ---------- ---------- --------- --------- --------- --------- ---------- --------- --------- --------- - ----- - - ----- 750Ln -------- ------- ---= - ---- --------- - --------- ---------- ---- --------- --------- ---------- --- --- --------- ---------- --------- --------- ---------- --------- -------- ---------- --------- --------- -------- --- --------- ---------- --------- --------- ---------- --------- - --------- - ---------- ---------- ---- ---- -- ---- --------- --------- ---------- --- --------- -- --- --------- --------- --- ----- -- - ------ - ---- ---------- ---- --- ---- --------- �� Q 755 ,r 755 w W -------- --------- ---------- --------- --------- --------- -TrvF! -- -- --------- ------- -- ---- ---- --------- ------ 3rALVE-- A • -------- . .■o --- -- ---- STA • --------- +■7.0 --------- :! . ' ___ PTAPPI GVALVE __ BLY______ + FIRE ASSEILA _ ___ __________ _________ _________ __________ ______ STA. _________ __________ r.7t.r-TEE..- STA _____ ___ --_______ ___-_____ i _________ ________SS •Z6j+17j1__ _________ __________ _________ _________ 750 750 _______ _________ 1r GATE V __________ ________ vE --- _--------------------------- _________ _______-_ __________ ------ _----------------------------------------------------------------------- __ _______ _________ __________ _________ _________ __________ ---------- _________ _______ _________ __________ __________ _________ --------- _________ --------- __________ -------- _________ -------------------- _________ ------ ---- ------- --------- --------- --------- - 745 __ _________ __________ _________ _________ __________ _________ _________ __________ _________ _ 745 - FOtE" A ____ STA-564+18.2 _.____ --- _------------------------------------------------ 12"GATE VALVE ______ STA___ =564N83� __________ _________ _________ __________ _________-------------------------------- 740 __________ _________ _________ __________ _________ _________ __________ __----- ______--_ _________- -_--___-_ ____-____ ____ _-_______ __._..._._- 740 n rn 'i n a m m o n m wi 564+00 564+20 564+40 564+60 564+80 565+00 565+20 565+40 565+60 565+80 566+00 566+20 566+40 566+60 566+80 567+00 567+20 567+40 567+60 567+80 568+00 E CITY, IOWq gKIC IOW REVISIONS / ,I EE i AMP �� AMP III' -1 1360 NW 121 st street BENTON STREET REHABILITATION BENTON STREET 91037 19103 cNE<rso er vlEm wac No. FEBRUARY 2022 n building strong nmunitles. C.515 bwa1229 MORMON TREK TO GREENWOOD DR WATER MAIN CITY of IowA clrY MWM.04 BRB FIELDBOOK . 515- 64-23 M � C L U R E (a:515-964-2370 STP-U-3715(669)--70-52 EERING C 37-000\06-Dmwings\06 - Plans\MWM_Rebid.dwg 3/8/2022 205 PM ` NORTH j i I NORTH —� - 0 10 20 40 I j 0 10 20 40 II I I GRAPHIC SCALEGRAPHIC SCALE 8 75 LF OF 6"WATER I SERVICE (TRENCHLESS) ZI O 11 _ h = _ ® I 3 t 553+00 cns uNE i . , 600 QSIG I i 557+00 GAS �NE I ' r-TEE - y �CONNECT TO EXISTINGCONNECT TO EXISTING �/ I WATER MAIN SERVICE ' WATER MAIN SERVICE 6' TAPPING VALVE ASSEMBLY 6" TAPPING VALVE ASSEMBLY I I 6• -45° BEND (7YP. OF 2)FIRE HYDRANT ASSEMBLY I 11` 52ELRVICE F OF 6"WATER S(TRENCHLESS) I . I SA LF OF 6" WATER SERVICE(TRENCHLESS) p � 4, 554+00 i � I 558+00 785 785 IOWA CITY, IOWA REVIsioNs AMP 191037 CHECKED eY FIELD—K No. FEBRUARY 2022 BRB FIELDBOOK _ 785 785 --------- ---------- ---------- --------- --------- ----------I ---------- --- ------------------------------------------------ r--> .r �_. --------- ---------- ---------- --------- --------- ---------- ---------- -------- 775 --------- ---------- ---------- --------- 775 n -- Ln --------- ---------- ---------- --J------ - ---- - ---------- s ---------- --T------ { — —_ ----�-�-� -- -- CD---�✓ 7700 770 C.A> rARIF 1-1— .. ca: - --- CABLE UTILITY 6' HIGH PRFSQMtE ----- --- --- ---- ----- - - ---------- ------ ---- ------ --- -- G► GAS MAIN --------------------- ____ -____ 765 765 ----:::T4Ew8-S1 --------- WATER MAIN pi - ---- ----- ---- -(rRENCP ---------- 6•TAPPING VALVE ASSEMBLY 760 _________ STA = 0�64.29 _.- .. 760 --------- -------CON ECT TO EXISTING ---- _________ _WATER SERVICE STA = 0.65.41 755 n _________ _________ 1 755 o N rn N m 0+00 � � 0+20 0+40 0+60 0+80 I'I: w 1360 NW 121 st Street BENTON STREET REHABILITATION BENTON STREET buildin stron munities. Ch-,1�Y.,a50325 M C L U R E" 9 9 515-964.1229 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY fox 515-964-2370 STP-U-3715(669)--70-52 ERING CO. N No MWM.05 ,I ae 600 PSIG GA E 11 I I I I p I N Z O � LU 1 _ r�rAPnNo VALVE Adpikr IF'P I I I I I I F � \ I , 7 I - 6' HIGH PRESSU GAS MN CABLE ww NEW 12' WATER MAI 4" TAPPING VALVE ASSEMBL I'll EEl DKnwr. ev IOWA CITY, IOWA AMP KJC 191037 O.E<KED BY FIELD BOOK Ka FEBRUARY 2022 BRB FIELDBOOK 77A 560+00 - 57 LF OF 4' WATER SERWAE(TRENCHLESS) 561+00 765 760 --------- --------- --------- --------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- --------- -------- --------- --------- 765 760 TUTY -------- -------- --------- ---------- -------- a BENTOM 5T ---------- ---------- - ---------- -------- ------ --------- ___ ___ ____ ____ ---- __________ __________ ---------- ------ _ __________ ---------- GAS UTILITY 755 --------- qANITARY _Or 750 745 740 �1�p0p Ln n _________ __________ __________ _________ 750 745 740 --------- ---------- ---------- --------- _________ _________ _________ _________ __________ __________ __________ __________ __________ __________ __________ __________ _________ _________ __-- _________ N 11a n �MBpp1 1B1 n N � n Lffa ENfR NORTH 7 0 10 20 40 GRAPHIC SCALE Uzl I O MAINTAIN 18" VERTICAL SEPARATION BETWEEN BOTTOM OF NEW 4"TRENCHLESS ( of Z WATER SERVICE CONNECTION AND TOP OF EXISTING 8" SANITARY SEWER. 6 PSIC GAS LINE w CO j } i 563 00 OMAINTAIN 18' VERTICAL SEPARATION BETWEEN BOTTOM OF NEW 6" TRENCHLESS WATER SERVICE CONNECTION AND BOTTOM OF EXISTING 8" SANITARY SEWER.' i PRIVATE FIRE HYDRANT TO BE PLACED AT RELATIVE HIGH POINT FOR AIR RELEASE 3 ++ AND TESTING PURPOSES. iI j I i I FIRE HYDRANT ASSEMBLYO h CONNECT TO EXISTING WATER MAIN SERVICE 6' TAPPING VALVE ASSEMBLY j I ' I I 1 I 6' • 45° BEND (TYP. OF 2) I I I 59 LF OF 6" WATER ' I SERVICE )TRENCHLESS) 1 I I 564+00 1 770 770 765 760 755 GAS MAIN 750 750 CT TO EXISTING ER SERVICE 08 745 740 0+00 0+20 0+40 0+60 0+80 0+00 0+20 0+40 0+60 0+80 M�vIOM III 7360 NW 121st Street BENTON STREET REHABILITATION BENTON STREET building strong munihes. C,i-, lawn 50325 9 515-964-1229 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY M SC L U RE" fax515-964-2370 STP-U-3715(669)--70-52 ENGINEERING CO. 6" TAPPING VALVE ASSEMBLY 745 740 Y) N --------- --------- --------- --------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- --------- --------- --------- --------- --------- --------- ---------- ---------- ---------- ---------- --------- --------- O -------- ---------- ------------- ----- _ _ -- ---- — _ ---------- ---------- --------- _________ __________ _________ 2 ________ __________ _________ _____ N ._.... .. ----CHIP ---------- ICE ___N_ -- ----- -- 6'-ISBEND_ -- - _ 8 WA _________ __________{STA=0-59.99- -- _STA! _________ __________ ESN 6' BE 40__ _____ STA = 0+65 97 _________ _ _____ ASSE-It BLY_______ _________ --------- __________ ---------- STA: __________ ---------- .26 _________ --------- O O r0 N n N n N NORTH 0 10 20 40 GRAPHIC SCALE _ � Ny N rV > L M ✓� W ti •a s,-=r — MWM.06 J4,—Nuo-urawingswo - rlansvh;+m_ —a. awg siai[u[[ [:uo rm TRAFFIC SIGNAL GENERAL NOTES 1. ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID FOR THIS PROJECT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL AND SIGNAL SYSTEM INSTALLATION IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 2. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPDXIMATE ONLY. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO ANY EXCAVATION ON THE PROJECT. 3. PROVIDE TRAFFIC CONTROL DEVICES AS REQUIRED TO FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AS ADOPTED BY THE DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVE CODE (/AC), CHAPTER 130. 4. TRAFFIC SIGNAL CONSTRUCTION SHALL FOLLOW IOWA DEPARTMENT OF TRANSPORTATION (DOT) SECTION 2525 TRAFFIC SIGNALIZATION EXCEPT WHERE ALTERED IN PLANS AND SPECIAL PROVISIONS, SP-156188. 5. ALL PROVIDED EQUIPMENT SHOULD FOLLOW SPECIAL PROVISION SP-156188 FOR APPROVED MATERIALS. 6. THE LOCATIONS OF ALL EXISTING SIGNAL POLES, HANDHOLES AND CONDUIT ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED BY THE CONTRACTOR. EXISTING INFRASTRUCTURE TO BE USED AS CONSTRUCTED UNLESS SPECIFIED OTHERWISE. 7. THE LOCATIONS OF ALL PROPOSED FOOTINGS, HANDHOLES, CONDUIT, AND DETECTOR ZONES ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. B. ALL SIGNAL CABLE SHALL BE #14 AWG UNLESS OTHERWISE NOTED ON THE PLANS. 9. AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10. CONTRACTOR TO RECEIVE DELIVERY OF PROPOSED TRAFFIC SIGNAL EQUIPMENT AND ASSUMES RESPONSIBILITY FOR DELIVERY AND INSTALLATION IN THE FIELD. 11. ALL ELECTRICAL CONNECTORS, GROUND CONDUCTORS, GROUND RODS AND OTHER MISCELLANEOUS MATERIALS WHICH ARE NOT LISTED ON THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC SIGNAL BID ITEM. 12. AT LEAST TWO DAYS NOTICE SHALL BE PROVIDED TO THE CITY AND ENGINEER PRIOR TO SIGNAL TURN -ON. 13. INSTALL PEDESTRIAN PUSHBUTTON SIGNS (11103E) ABOVE EACH NEW PEDESTRIAN PUSHBUTTON. 14. INSTALL A #6 AWG BARE COPPER GROUND WIRE BETWEEN THE GROUND RODS IN THE SIGNAL FOOTINGS AND THE CONTROLLER CABINET TO FORM A CONTINUOUSLY GROUNDED SYSTEM. THE GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS. 15. THE CONTRACTOR HAS THE OPTION TO BORE OR TRENCH CONDUIT; HOWEVER, CONDUIT SHALL BE BORED UNDER UNDISTURBED PAVEMENT. 16. SIGNAL WIRING SHALL ONLY BE SPLICED IN POLE BASES, POLE JUNCTION BOX AND/OR CONTROLLER CABINET. USE SILICONE -FILLED WIRE NUTS FOR ALL SIGNAL WIRE CONNECTIONS. 17. TRAFFIC SIGNAL MOUNTING BRACKETS SHALL UTILIZE STAINLESS STEEL BANDING FOR SIDE -OF -POLE MOUNTING AND GALVANIZED STEEL CABLE FOR MAST ARM MOUNTED. 18. UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC OR HDPE MATERIAL. ALL OTHER ABOVE GROUND CONDUIT SHALL BE GALVANIZED RIGID STEEL ATTACHED TO EXTERIOR SURFACE. COORDINATE INSTALLATION INTOION UTILITY EQUIPMENT WITH SECONDARY SERVICE PROVIDER. 19. THE CITY WILL PROVIDE ALL SIGNING FOR THE TRAFFIC SIGNAL. THE CONTRACTOR SHALL PROVIDE MOUNTING HARDWARE AND INSTALL ALL CITY -PROVIDED SIGNS. 20. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL NEW CONDUITS UNTIL PROJECT ACCEPTANCE. 21. ALL NEW VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. 22. ALL NEW OVERHEAD -MOUNTED TRAFFIC SIGNAL HEADS SHALL BE FURNISHED WITH BACKPLATES. 23. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF THE ITEM UNLESS OTHERWISE NOTED. 24. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH PROPOSED SIGNAL HEAD TO THE BASE OF THE POLE. A S-CONDUCTOR SHALL BE USED FOR A 3-SECTION HEAD. 25. TRAFFIC SIGNAL CONTRACTOR SHALL REFERENCE SHEET J.01 FOR NOTES REGARDING TEMPORARY TRAFFIC CONTROL OF THE INTERSECTIONS DURING CONSTRUCTION. 26. SEE BILL OF MATERIALS FOR LIST OF CITY PROVIDED MATERIALS. THE CONTRACTOR SHALL OBTAIN ITEMS FROM CITY AND INSTALL, PROVIDING ALL OTHER NECESSARY MATERIALS. AT AWARD OF PROJECT, CONTRACTOR SHALL REQUEST FROM CRY A LIST OF BRAND/MODEL NUMBERS FOR CITY PROVIDED EQUIPMENT. 27. REMOVE EXISTING TRAFFIC SIGNAL AT BENTON ST AND SUNSET ST. REMOVE TOP 3' OF FOOTINGS AND REMOVE CABLE FROM UNUTILIZED CONDUITS IN THE PROPOSED LAYOUT AND ABONDON CONDUITS. SALVAGE REMOVED EQUIPMENT PER N.03 REMOVALS TO IOWA CITY'S STREETS DEPARTMENT LOCATED AT 3800 NAPOLEON LANE. CONTACT IOWA CITY ENGINEERING TO COORDINATE DELIVERY OF SALVAGED EQUIPMENT. -* SIGNAL HEAD WITH BACKPLATE 10 SIGAL HEAD WITHOUT BACKPLATE -0. PEDESTRIAN SIGNAL HEAD ® CABINET AND CONTROLLER ® EXISTING CABINET/CONTROLLER TRAFFIC SIGNAL LEGEND t 1 SIGNAL HEAD NUMBER OSIGNAL BASE NUMBER 25 PEDESTRIAN PUSHBUTTON NUMBER 12 HANDHOLE NUMBER LABELS WITH A NUMBER FOLLOWED BY THE LETTER "E" REPRESENT EXISTING EQUIPMENT. o® SIGNAL BASE SIG SIGNAL HEAD CABLE PED HD PEDESTRIAN HEAD CABLE pD EXISTING SIGNAL BASE PED FIB PEDESTRIAN PUSHBUTTON CABLE CNTRL CONTROLLER LUM STREET LIGHT POWER CABLE 0 UTILITY POLE N NEUTRAL LN POWER O HANDHOLE - TYPE 1 GR GROUND WIRE 1c #6 TR TRACER WIRE I #10 EXISTING HANDHOLE - TYPE 1 PR PULL ROPE HH HANDHOLE Q HANDHOLE - TYPE 3 VIDEO VIDEO DETECTOR/ETHERNET CABLES TMC TRAFFIC MONITORING CABLE EXISTING HANDHOLE -TYPE 3 FO FIBER OPTIC CABLE EVP EMERGENCY VEHICLE PREEMPTION TRAFFIC SIGN - MAST ARM - - - - - EXISTING CONDUIT MOUNTED 0 EXISTING DETECTION CAMERA DETECTION CAMERA SIGNAL CONDUIT dDOME STYLE PAN/TILT/ZOOM CCTV --* LUMINAIRE rV E3 �:) L {'ri C � w w X_ I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED ES31 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IGWA. QapF Ory4 O LISA m J VANDENBERG ' LISAVANDENBERG, PE NO.17E21 DATE: 03/101 022 17021 MY LICENSE RENEWAL DATE IS DECEMBER 31, 2023 � tOWA � PAGES OR SHEETS COVERED BY THIS SEAL: ALL N SHEETS ENGINEF0. D0.nwN BY IOWA CITY, IOWA '' sNEE* No lMV LMV III% 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION 191037 NoAh Uberty, Iowa 52317 c c0.EDer FIELD IOOSNo IUNE 2021 _ building Strong � 319-626-9090 MORMON TREK TO GREENWOOD DR SIGNAL NOTES CITY OF IOWA CITY BRB FIELDBOOK MSC L U R E- N.O� STP-U-3715(669)--70-52 AND ABBREVIATIONS Permanent Traffic Signal Installation - Bill of Materials / Schedule of Unit Prices Benton St and Sunset St No. Item Description Contractor Supply City Supply Plan Contractor Install Contractor Install Quantity Units Unit Price Unit Extension 1 4Section, 12' R, SY. SY, G Left Turn Arrow, wlBkpl X 4 EA $ $ 2 3Section, 12" RYG Signal Head, w/Bkpl X 4 EA $ $ 3 3-Section, 12" RYG Signal Head, No Bkpl X 4 EA $ $ 4 16' x 18' Personi Hand Countdown Pedestrian Head, Side of Pole Mounted X 8 EA $ $ 5 APS Pedestrian Pushbutton Station X 8 EA $ $ 6 Handhole, Type 3 "Tub' 24" x 36""TRAFFIC SIGNAL" X 4 EA $ $ 7 Conduit - 7 PVC Trenched X 35 LF $ $ 8 Conduit - 4' PVC Trenched X 35 LF $ $ 9 Conduit - 7 PVC Pushed X 160 LF $ $ 10 Conduit - 4' PVC Pushed X 220 LF $ $ 11 Cable - Signal 2c 014 X 995 LF $ $ 12 Cable - Signal 5c 914 X 780 LF $ $ 13 C-EI - Signal 7c 014 X 740 LF $ $ 14 Cable - Signal 9e X14 X 530 LF $ $ 15 Cable - Ground tc t6 X 305 LF $ $ 16 Cable - Tracer tic SIC X 555 LF $ S 17 Pull Rope X 555 LF $ $ 18 Cable - Lumnaire 1c SIC X 240 LF $ S 19 Wye Connectors X 12 EA $ S 20 Cable - Cat5E, Traffic Monitor Unit Cable (Per Camera Manufacturer) X 720 LF $ S 21 Vehicle Detection Cable (Per Manufacturer) X 75 LF $ $ 22 Concrete Base - Signal Pole - 3.0' Die. X 12.0 Deep Footing X 2 FA $ $ 23 Concrete Base - Signal Pole - 3.C' Dra. X 14.0 Deep Footing X 2 EA $ S 24 Concrete Base - Pedestal Pole - 1.6 Die. X 1.d Deep Footing X 6 EA $ $ 25 Concrete Base - Pedestal Pole - 2.0' Dia. X 3.0 Deep Footing X 1 EA $ $ 26 Pole (Steel) - Signal Mast Ann Pole - 30' Ann X 1 EA $ $ 27 Pole (Steel) - Signal Mast Ann Pole - 35' Arm X 1 EA $ S 28 Pole (Steel) - Combination Signal/Lighting Mast Arm Pole - 40' Arm X 2 EA $ $ 29 Pole (Aluminum) - 1C Pedestal Pole wl Transformer Base X 1 EA $ $ 30 Pole (Aluminum) - 5' Pedestal Pole 4 Transformer Base X 6 EA $ $ 31 Traffic Sign (R3-5L) 30'x36" Mast Arm Mounting X 4 EA $ $ 32 Traffic Sign (RSPECIAL)'LeR Turn Yield on FYA" 30'06" Mast Arm Mounting X 4 EA $ S 33 Street Name Sign "Benton St wi Block Number' (78" x II install only X 2 FA $ $ 34 Street Name Sign "Sunset St WEllock Number' (78" x 16"): install only X 2 EA $ $ 35 Pedestrian Push Button with Sign R10-3E (Left Arrow) (9' x 15") X 2 EA $ $ 36 Pedestrian Push Button with Sign R10.3E (Right Ano) (9' x 15") X 6 EA $ $ 37 Controller Footing X 1 EA $ $ 38 Controller Cabinet. Riser d Accessories, 16-Channal X 1 EA $ $ 39 Alpha Technologies Battery Backup System X 1 EA S $ 40 Siemens M80 Senes NEMA Controller and Miscellaneous Cabinet Equipment X 1 LS $ $ 41 Dome Style PTZ Traffic Monitoring System - Installabon/lntegration X 1 LS $ S 42 Vehicle Detection System - iterls Vantage Next. Processors and Cameros X 1 LS $ $ 43 LED Lumineire Installation - Sat aged from Existing X 2 EA $ $ 44 Route Fiber from Existing to Proposed Controller X 1 LS $ $ 45 Traffic Control 1 LS $ $ 46 Mobilization - - - - - --- - - - — 1 -- LS - $- $ Total Lump Sum to Fumsh and Install Traffic Signal $ City Traffic Engineer Date r+J Q C- -- -;� Cal EHGINEEM1 OWA CITY, IOWA O '" SrEE!NO LMV LMV 191037 III%'� 1740 Uninger Lane, Suite 100 BENTON STREET REHABILITATION buildingstrop TUnitles. North Liberty Iowa 52317 CHECKED lY IELDB HO. JUNE 2021 M� C L U R E' 9 319-626-90" MORMON TREK 5( GREENWOOD DR SIGNAL LAYOUT CITY OF IOWA CITY N .O2 BRB FIELDBOOK STP-U-3715(669)--70-52 I V ENGINEERING Co. PP.\191037-000\06-Drawings\06 - Plops\NOl.dwg 3/7/2022 8.29 PM TRAFFIC SIGNAL REMOVAL GENERAL NOTES -ALL EXISTING SIGNAL MATERIAL AND EQUIPMENT LISTED BELOW SHALL BE SALVAGED BY THE CONTRACTOR AND DELIVERED TO THE CITY STREET DEPARTMENT AT 3800 NAPOLEON LANE. PRIOR AUTHORIZATION AND COORDINATION IS REQUIRED. TRAFFIC SIGNAL EQUIPMENT AND MATERIALS TO BE SALVAGED INCLUDE: -VIDEO DETECTION -TRAFFIC CONTROLLER CABINET AND EQUIPMENT -SIGNAL LUMINAIRES -ALL SIGNS -EQUIPMENT NOT WANTED BY THE CITY SHALL BE DISPOSED OF BY THE CONTRACTOR (FOR EXAMPLE, POLES AND MAST ARMS, SIGNAL HEADS). -EXISTING CONDUIT AND CONTENTS SHALL BE ABANDONED. REMOVE EXISTING CONDUCTORS AND HANDHOLES. CONDUIT MAY BE ABANDONED IN PLACE UNLESS IN CONFLICT WITH CONSTRUCTION ACTIVITIES - IF SO, CONDUIT TO BE REMOVED. -IF PRESENT, EXISTING DETECTION LOOPS SHALL BE ABANDONED IN PLACE UNLESS IN CONFLICT WITH CONSTRUCTION ACTIVITIES. ASSOCIATED LOOP DETECTION HANDHOLES SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTORS. -REMOVE EXISTING TRAFFIC SIGNAL SYSTEM HANDHOLES. INCOMING CONDUIT MAY BE ABANDONED IN PLACE UNLESS IN CONFLICT WITH CONSTRUCTION ACTIVITIES - IF SO, CONDUIT TO BE REMOVED, FOLLOWING REMOVAL OF HANDHOLE, REMAINING HOLE TO BE FILLED IN AS PER SPECIFICATIONS AND ALL SURROUNDING SURFACES SHALL BE RESTORED. -EXISTING TRAFFIC SIGNAL FOOTINGS SHALL BE EXCAVATED AND BACKFILLED TO A DEPTH OF 3'. -EXISTING TRAFFIC CONTROLLER FOOTINGS SHALL BE EXCAVATED AND BACKFILLED. -EXISTING CONDUIT FROM NW CORNER OF SUNSET ST AND BENTON ST INTERSECTION SHALL BE MAINTAINED WEST TO FLASHING PEDESTRIAN BEACON. CABLE SHALL BE PULLED FROM ABANDONED CONDUIT UNDERNEATH BENTON ST AND REROUTED THROUGH PROPOSED CONDUIT TO NW CORNER AND CONNECTED WITH STUB TO EXISTING CONDUIT RUNNING WEST ON NORTH SIDE OF BENTON ST. -REINSTALL SALVAGED LUMINAIRE POLES ON SW AND SE CORNERS OF INTERSECTION. -REROUTE FIBER FROM EXISTING TO PROPOSED CONTROLLER. SAFELY MAINTAIN EXISTING FIBER FOR DURATION OF CONSTRUCTION. TEMPORARY TRAFFIC SIGNAL GENERAL NOTES -TEMPORARY TRAFFIC SIGNAL SHALL BE INSTALLED FOLLOWING J.01 and J.02 REQUIREMENTS. -TEMPORARY TRAFFIC SIGNAL SHALL BE IN OPERATION BETWEEN DECOMMISIONING OF EXISTING TRAFFIC SIGNAL AND TURN -ON OF PROPOSED TRAFFIC SIGNAL. -MOUNT TEMPORARY CONTROLLER TO SW CORNER POLE, BRING POWER FROM EXISTING TRAFFIC SIGNAL CONTROLLER. -INSTALL TWO TEMPORARY TRAFFIC SIGNAL HEADS FOR EACH APPROACH AND ALIGN WITH ONCOMING TRAFFIC -FOLLOW ENGINEER'S REQUIREMENTS FOR TIMING AND INSTALLATION OF TEMPORARY TRAFFIC SIGNAL. �105' S=AN WIRE STA 541+83, 19' LT EX TRAFFIC HANDHOLE STA, 19' LT EX TRAFFIC SIGNAL REMOVAL I 60' SPAN WIRE 1 STA 541+72, 33' RT I 1 INSTALL TEMPORARY SIGNAL SPAN WIRE POLE 1 705' SPAN WIRE ._...... STA 541+97, 47' RT STA 542+71, 32' RT -- -- --_-- --� EX TRAFFIC SIGNAL EX TRAFFIC SIGNAL _ REMOVAL REMOVAL I STA 541+98, 62' RT , EX TRAFFIC SIGNALCONTROLLER AND FOOTING I -- REMOVAL STA 542+57, 49' RT EX TRAFFIC HANDHOLE I REMOVAL STA 542+82, 30' LT INSTALL TEMPORARY SIGNAL SPAN WIRE POLE v55' SPAN WIRE I I STA 542+81, 27' RT INSTALL TEMPORARY SIGNAL SPAN WIRE POLE IIIIII11,11,11111 IIIIIIIgIIpp 111 NORTH 0 5 10 20 GRAPHIC SCALE CA) yy w R ouww er IOWA CITY, IOWA I'I' Snen No LmVLmy � 1740 Li ... ger Lane, Site 100 BENTON STREET REHABILITATION TEMPORARY TRAFFIC SIGNAL 191037 North Liberty, Iowa 52317 CIECKED BY nem eooK ra JUNE 2021building strong ]n1fT1O111ti65. 319-626-9090 MORMON TREK TO GREENWOOD DR AND EXISTING CITY OF IOWA CITY BRB FIELDBOOK MCC L U RE' STP-U-3715(669)--70-52 SIGNAL REMOVAL N.03 ENGIN PA191037-000\06-13rawings\06 - Pions\N0I.dwg 3n12022 8:29 PM TRAFFIC SIGNS Benton SPa00 Sunset Sr OO 84" X 16" 84" X 16" Series C Series C (2-EACH)' (2-EACH)' *INTENTION OF SIGN DETAIL ONLY TO SHOW SIGN WORDING AND o- APPROXIMATE SIGN BLANK GENERAL DIMENSIONS. STREET NAME SIGNS SHALL BE SUPPLIED BY THE CITY AND INSTALLED BY THE CONTRACTOR. LEFT TURN YIELD ON FLASHING ONLY YELLOW STA 541+91.36, 38.70' LT - ARROW RO RSPOECIAL 30" X 36" 30" X 36" (4-EACH) (4-EACH) STA 541+80.77, 27.20' LT; / PEDESTRIAN ❑ PUSHBUTTON SIGNS —� ®-ITAIT 88 8� T = R10-3EL R10-3ER 9" X 15" 9" X 15" (2-REQ'D) (6-REQ'0) ' THE CITY OF IOWA CITY IS TO PROVIDE STREET NAME SIGN PANELS. CONTRACTOR TO SUPPLY MOUNTING BRACKETS AND INSTALL SIGNS. MB SIGNAL MODIFICATION NOTES 1 INSTALL DOME STYLE PAN/TILT/ZOOM CCTV CAMERA ONTO SIGNAL POLE #3 UPRIGHT AT TOP OF VERTICAL POLE UPRIGHT. 2. INSTALL VIDEO DETECTION CAMERAS ON MAST ARM BETWEEN LEFT TURN AND ADJACENT THROUGH LANES. 3. ZONE LIMITS ARE FOR REPRESENTATIVE PURPOSES ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 4. WORK AROUND EXISTING FIBER LINE WHEN LOCATING PEDESTAL POLE. S. FIBER FROM EXISTING CONTROLLER TO BE REROUTED TO PROPOSED CONTROLLER. 00+Z01 TRAFFIC SIGNAL FACES I 12" 12" ° I R L1J 12" 12" 00 I Y �S-Y (n I 12" 12 NO.23,24,43,44 I ill �� G � 63,64,83,84 z I NO.21,22,41, 12" (8-REQ'D) ALL SIGNAL (l Ln 42,61,62,81,82 oEr INDICATIONS (8-REQ'D) SHALL BE LED. NO.11,51,31,71 (4-REQ'D) STA 542+60.44, 51.73' LT A4 2/ (D Za I 30'MAST ARM r p ' I U STA 542+61.55, 42.29' LT O �TYPEIIIHANDHOLE STA 341N7.�0 3;14' LT _ % "TRAFFIC SIGNAL" TYPE IIIHANDHOLE "TRAFFIC SIGNAL" ` F I 8 STA 542+71L27, 2&46' LT -. \ _ o STA 2+53.74, 40.15' LT-' �, M '\ �9 -STA 54i+g5.95, 48.5T RTi �0 ` 7'00+1, I. TYPE III HANDHOLE "TRAFFIC SIGNAL STA 541 88.60, 39.15' RT SEEN E 4 / ISTA 541+91.77, 56.61' RTC A" I--- --BBB. . 40' MAST (B h / Z o'b STA 5 STA 542+79 05 28 49' RT SEE NOTE 4 ROW — \—STA 542+57.98, 54.26' FIT \�\ {) �J) 1 TYPE III HANDHOLE TRAFFIC SIGNAL" NORTH o s 10 zo GRAPHIC SCALE PEDESTRIAN PUSHBUTTONS 1 J y M'J Lill IOWA CITYIOWA REv'1" ENGINEER DM"'N By , III' '� LEEEfNO LMY �V 191037 1740 ❑—ye. Lane, Suite 100 BENTON STREET REHABILITATION building strongcorv:rumf�es North Liberty, Iowa52317 MORMONTREK TOGREENWOODDR SIGNAL LAYOUT CITY OFIOWACITY CHECKED BY REID BooK No. JUNE 2021 319-626-9090 w, BRB FIELDBOOK MCC L U R E. STP-U-3715(669)--70-52 w P \191037-000\06-0rawin9s\06 - Plans\N0I,dwg 3/7/2022 8.29 PM LEGEND 11 SIGNAL HEAD NUMBER OSIGNAL BASE NUMBER 25 PEDESTRIAN PUSHBUTTON NUMBER 12 HANDHOLE NUMBER V1 VIDEO DETECTION UNIT LABELS WITH A NUMBER FOLLOWED BY THE LETTER "E" REPRESENT EXISTING EQUIPMENT. SIG SIGNAL HEAD CABLE PED HD PEDESTRIAN HEAD CABLE PED PB PEDESTRIAN PUSHBUTTON CABLE CNTRL CONTROLLER LUM STREET LIGHT POWER CABLE N NEUTRAL LN POWER GR GROUND WIRE 1c #6 TR TRACER WIRE 1c #10 PR PULL ROPE HH HANDHOLE VIDEO VIDEO DETECTORIETHERNET CABLES TMC TRAFFIC MONITORING CABLE FO FIBER OPTIC CABLE notar-tnr Summary DeMctor Detection Zone Zomite rat Ll Pastime From Sim .rn Ptrse CaNd Phase ExMnded CamerasNunber V7 71 0`4a 7 7,4 41 0'4C 4 4 V2 11 014a 1 1,6 it a4a a a vs 1 51 O'4a 5 52 21 a4a 2 2 V4 31 a.4(y 3 6,3 1111 a4a a a 2A2S 2 Ped Pushbutton 4A,48 4 Ped Pushbutton aA,66 a Ped Pumhbutton SAAM a Pod Pushbutton NOTES 1. TRAFFIC MONITORING UNIT CABLE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. TRAFFIC MONITORING UNIT CABLE SHALL BE CONTINUOUS FROM CAMERA TO SIGNAL CABINET. 2. REROUTE FIBER FROM EXISTING CONTROLLER TO PROPOSED CONTROLLER VIA HANDHOLE 3. 10' OF 2" COND. 1-2c (PED PB) TR/PR 5' OF 2" COND. 1-7c \ 1-5c 1-VIDEO GR/TR/PR O "A, V2 ® O 10'OF2"CO ND. 0 5 1-9c gq 1-7c 1 All �1\ 2❑ 1-5c ❑ � � �j 8 4ziw `1-VIDEO —4BGR/TR/PR + 5 OF 2 COND. 43 1-2c (PED PB) 26 14 TR/PR 65' OF 4" COND. 1-9c 80' OF 4" COND. V1' 2-9c 2-7c I 2-5c 2-VIDEO I 3-2c (PED PB) EX CABLE TO FLASHING SIGNS I GR/TR/PR 25' OF 2" COND. 1-2c (PED PB) 6A O I IIIllilllilllllllllllll IINIIIIIIIII i , TR/PR 4-%� NORTH 0 5 10 20 GRAPHIC SCALE 10' OF 2" COND. $B `14 1-7c 1-5c 1-VIDEO 1-TMC 9-Cetneluntnr Sienal Wira Color Irsulalion Color Stripe Cola Signal ind..t— Green Green Bat Black Yellow Ball Red Red Ball White Common Orange Open 1-7c 1-5c 1-VIDEO 2-2c (PED PB) GR/TR/PR 15' OF 2" COND 1-2c (PED PB) TR/PR 10' OF 2" COND. 1-9c GR/TR/PR '�_ 20' OF 2" COND 2A ♦ 0 1-2c (PED PB) 6 TR/PR BE TON S 4� 14 35 OF 2" COND. .� 1-2c (PED PB) TR/PR 0 6B A .Iz 1-LUM 3 IV131 v GR/TR/PR 15' OF 2-4" COND.I ® 20' OF 2" COND. 4-9c \60'OF 4" COND. 1-9c 4-7c 15' OF 2" COND. 19� 1-7c 1-4 EX 1-FO (REROUTED) 1-5c4 - 4-VIDEO TR/PR 1-5c 1-VIDEO � xs 1-LUM 1-TMC 1-VIDEO 1-LUM GR/TR/PR� 1-LUM I- 6-2c (PED PB) 2-2c (PED PB) --! cn EX CABLE TO FLASHING SIGNS GR/TR/PR =� M GR/TR/PR w c.� E—NEEe DMMJer IOWA CITY,IOWA "ONe �� LMV LMV - s 1740 Lininger Lane, Seite 100 BENTON STREET REHABILITATION 191037 >retNorth Liberty, Iowa 52317 c"ECEED er E�ErD eooa �. 1UNE 2021 building strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR SIGNAL WIRING CITY OF IOWA CITY BRB FIELDBOOK MCC L U RE`" STP-U-3715(669)--70-52 DIAGRAM N.05 P.\191037-000\06-Drawings\06 - Plans\NOl.dwg 3/7/2022 8.29 PM SIGNAL FACE LOCATION LEGEND - ♦ ACTUATED VEHICULAR MOVEMENT NON -ACTUATED VEHICULAR MOVEMENT PARTIALLY RESTRICTED VEHICULAR MOVEMENT - ACTUATED PEDESTRIAN MOVEMENT -----D NON -ACTUATED PEDESTRIAN MOVEMENT RIW RIGHT OF WAY INTERVAL 0 TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW <FY FLASHING YELLOW LEFT ARROW <Y YELLOW LEFT ARROW <G GREEN LEFT ARROW Y> YELLOW RIGHT ARROW G> GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK AO ALL OTHER PHASES INITIAL RECOMMENDED TIMING (SECONDS) PHASE 1 2 1 3 1 4 1 5 6 7 8 MINIMUM GREEN 5 10 5 10 5 10 5 10 PASSAGE 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 MAXIMUM 1 20 40 20 40 20 40 20 40 MAXIMUM II YELLOW CHANGE 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 RED CLEARANCE 1.5 1.5 1.6 1.6 1.5 1.5 1.6 1.6 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 17 18 17 18 ADDED INTIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP FLASHING OPERATIONS BENTON ST RED SUNSETST RED PEDESTRIAN DARK NORTH 1-1 ell MEN ffmmmmfflmm�' fflffll on, No MEi ist:MENEM t r MEMO APPROACH• ©mom ©mom ©mom ©mmm©mmm©mmm©mmm mmm EASTBOUND BENTON ST mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm WESTBOUND • • mmmm mmmm © © ©o © mmmm mmmm mmmm mmmm ---- mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmommmm ---- ---- ---- ---- ---- ---- ---- ---- ---- NORTHBOUND SUNSETST �mmMmmmmmmmmmmmmmmmmmmmmm©O©dV ©&M©dMMMM ®Nmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm SOUTHBOUND SUNSETST mmmm mmmm mmmm mmmm mmmm ©�©� mmmm ©�©� ---- mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmom CONTROLLER & CASNET HARDWARE PHASES USED: 8 EXPANSIBLE TO: 16 MINIMUM NUMBER OF 16 BACKPANEL POSITIONS: PHASE SEQUENCE NOT ALLOWED FROM TO DUAL ENTRY PHASES 2+6, 4+8 . - IN UICAI 1:5 I-LUW I AIH WIIHALL F'HAJtb UtIYIANUtU. INDICATES OPTIONAL FLOW PATHS WHEN SOME PHASES ARE NOT DEMANDED AT THE SAME TIME OF RIGHT-OF-WAY TRANSFER. THE RED CLEARANCE INTERVAL SHALL BE INCLUDED IN THE COLOR SEQUENCE WHEN CALLED FOR BY CONTROLLER TIMING. oa1►+m mu Iff IOWA CITY. IOWA re�mor+t II'%0% srlr-.0 LMV LMV 191037 0,11111 1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION oecuo to welo eooa rro. building Strong .1rTmunitieS. North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY DUNE 2021 MCC L U RE' 319-626-9090 N•06 BRB FIELDBOOK STP-U-3715(669)-.70-52 PHASING DIAGRAM �`I ENGINEERING CO. 191VJ/-WV\m-Yrawlrg5\W- r10rMV'NI.d" J7/!fuzz H:29 YM Notes. is Extra accounts for bends and slack in wire 2: Round up to nearest 5' 3: Positive Length Mean Along Mast Arm, Negative Mean Down Pole t~j i� ( _ -( C� c i 1 (1) (2) LOCATION IS DISTANCE FROM POLE MEASURED OUTTO THE END OF THE ARM. (3) ORIENTATION OF LUMNAIRE ARM IS A CLOCKIMSE ANGLE MEASURED FROM THE CENTERLNE OF THE SIGNAL ,,,•.. �. ( """ MASTARM. ON COMBINATION POLES. TWO MINIMUM 4" x6.5" HANDHOLES AND COVERS SHALL BE LOCATED N THE POLE AS cn SPECIFIED N THE SPECIAL PROVISIONS FOR TRAFFIC SIGNALS. ENGINEfE DMwN BY owA CITY, rown REVISIONS LMV LMV 191037 III 17a0 Uningar lane, Suite 100 BENTON STREET REHABILITATION cnEcr.EDn HELDs 1No JUNE 2021 building Strong C ninunitles. North ubany, Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY N 07 BRB FIELDBOOK M C L U R E" STP-U-3715(669)--70-52 SIGNAL QUANTITIES GINEERING C WIRE ANDCONDUR QUANTITIES IN FEET Benton Stand Sunset St Signal Lan. Along MA (ft) Conduit(HOPE) Poly o o r Signal Cable Trenched Pushed Pull Tracer rou LUM TMC CCTV From To Dist. (ft)Ske;k(ft)VarYcal(ft A° S C Video Y 3' 4' Y 3' 4" Rope 1c1T10 1car8 1a110 Cable Cable 2cf14 5cN11 7d14 9e/14 Comments CONTROLLER HANDHOLE3 15 10 3 15 30 75 75 30 26 112 28 168 112 112 100 HANDHOLE 3 SIGNAL 3 10 8 23 d 18.5 28.5 28.5 10 18 18 10 54 66 39 78 68 HANDHOLE3 HANDHOLE4 60 8 0 60 88 68 60 81 66 148 86 66 68 HANDHOLE3 HANDHOLE 1 80 4 0 80 84 84 80 168 273 168 168 168 HANDHOLE3 SIGNALS 10 6 7 10 16 16 10 24 HANDHOLE3 SIGNAL 10 ' 25 6 7 25 31 31 38 HANDHOLE 1 SIGNAL 1 5 6 23 -5 22.5 33.5 28 5 11 11 5 60 18 77 68 19 HANDHOLE 1 SIGNAL 5 10 6 7 10 16 16 23 HANDHOLE 1 HANDHOLE2 65 4 0 65 69 69 85 69 152 89 89 69 HANDHOLE2 SIGNAL 2 I 10 8 23 -5 15.5 27 22 10 16 16 10 61 75 86 24 HANDHOLE2 SIGNAL 6 20 8 7 20 26 26 33 HANDHOLE2 SIGNALS 5 B 7 5 11 11 18 HANDHOLE 4 HANDHOLE 4 SIGNAL 4 SIGNAL 11 i 20 15 8 8 23 7 -5 26 39 33.5 20 15 26 21 26 21 20 64 83 28 97 88 34 _ HANDHOLE 4 SIGNAL 7 35 6 7 35 41 41 48 i _ Sub -Totals= Extra 5%'= Grand Totals 30 2 0 0 30 2 150 8 0 0 205 10 525 26 525 26 290 15 227 11 684 67 34 3 945 47 739 37 704 35 504 25 35 0 35 160 0 220 555 555 305 240 720 75 995 780 740 530 TRAFFIC SIGNAL POLE DATA MAST ARM LENGTH TRAFFIC SIGNAL TRAFFIC SIGNS (2) LUMINAIRE ARM (3) FOOTING POLE POLE OR LOCATION LOCATION SPREAD MOUNTING ORIENTATION IX4 DEPTH MISC. TOTAL NO TYPE PEDESTAL HEIGHT CITY. ON ARM CITY ON ARM fit) HEIGHT (ee0reea) tR) ttrJ Y ht l i><) 1 35 3 22.5,33.5 3 5,30.5,34 - 3.0 12.0 1 SIGNAL 2 � 3 15.5,27 3 5,24,30 - - - 3.0 12.0 t SIGNAL COMBINATION SIGNAL / 3 LIGHTING � 3 16.5,28.5 3 5,25,44 15 30 350 3.0 14.0 t 4 COMBINATION SIGNAL) � 3 28,39 3 5,36,40 15 30 350 3.0 14.0 t LIGHTING iBENTONST 5 PEDESTRMNPUSH BUTTON - - - - - 1.S 1.0 PedsaYianeroai ai to bebcabstdon 1 AND 6 PEDESTRIAN PUSH BUTTON 1.5 1.0 PedesMencrossi si neto be located on k� 1 SUNSET ST 7 PEDESTRIAN PUSH BUTTON is 1.0 Pedestrian crossing signs to be lPedestrian ocated on k 1 8 PEDESTRIAN PUSH BUTTON 15 1.0 Pedestrian crossing signs to be located on le 1 9 PEDESTRIAN SIGNAL 2.0 3.0 Pedestrian signs head tithe moErAed per detail 1 /PUSH BUTTON sheets ands special provisions. 10 PEDESTRIAN PUSH BUTTON 1.5 1.0 Pedestrian crossing signs to be located on le. 1 11 PEDESTRIAN PUSH BUTTON 15 1.0 Pedestrian crossing signs to be located on pole. 1 TRAFFIC SIGNAL HEAD QUANTITIES Benton Stand Sunset St 3-$eCt. 4-Sect. 12" Red 5-Sect. 12" 1 -Section Pole Signal Head 12" SY-FY-G R-Y-G-YA-GA 12" Hand/Man Back Mounting No. Numbers RY13 Left Tum Arrows Ri ht Tum Arrows Countdown Plate OH Side 1 24 1 1 1 41 1 1 1 42 1 1 1 1 43 1 1 1 71 1 1 1 2 11 1 1 1 2 44 1 1 2 61 1 1 2 62 1 1 1 2 63 1 1 3 21 1 1 3 22 1 1 1 3 51 1 1 1 4 31 1 1 1 4 81 1 � 1 4 82 1 1 1 4 64 1 1 4 83 1 1 9 23 1 1 9 84 1 1 8 4 0 8 8 8 12 FOOTING AND HANDHOLE QUANTITIES Benton Stand Sunset St Concrete Handhole Handhole Signal Pole Type I Type I11 Item Number Footings 24" Dia. "Tub" COMMENTS CONTROLLER New Footin SIGNAL POLE 1 1 3' Dia x 12.0' deep footing SIGNAL POLE 2 1 3' Dia x 12.0' dee looting SIGNAL POLE 3 1 a' Dia x 14.0' deep footing SIGNAL POLE 4 1 3'Dia x 14.0' deep footing PEDESTAL POLE 5 1 1' Dia x 3.5' deep footing PEDESTAL POLE 6 1 1' Dia x 3.5' deep footing PEDESTAL POLE 7 1 1' Dia x 3.5' deep footing PEDESTAL POLE 8 1 _ 1' Dia x 3.5' deep foot PEDESTAL POLE 9 t 2' Dia x S.0' deep footi PEDESTAL POLE 10 1 1' D'1a x 3.5' dee tooting PEDESTAL POLE t t 1 1' Dim x 3.5' deep footing HANDHOLEt 1 HANDHOLE2 1 HANDHOLE3 1 HANDHOLE4 1 Totals= 11 0 4 P:\191037-000\06-Drawings\06 -Plans\NOl.dwg 3/7/2022 8.29 PM Finished Expansion Pavement Material 2„ Grade _ Fv . O C C G ound Rod Clamp N E E ( Ground Rod O Top of Rock 1" Dia. Ground Wire Duct • D D 2'-0" Dial Conduit Anchor Bolts '--No steel reinforcing required for pedestal foundation PEDESTAL POLE FOUNDATION IN SOIL OR ROCK Pole Base Anchor Bolts 0 Cabinet Conduit 2O Riser 1 c o m Cabinet Width +6 O1 Shape top 11 inches with forms. O2 Bolt spacing and conduit locations as specified by the manufacturer. Cabinet Ground Rod Ground Rod Clamp ser 1" Ground Wire Duct 3'-011 min. abinet Depth +6" Ground Rod \ 4" Apron Expansion Material Shape with Forms (Square or Circular) DETAIL 'A' c= A 10 Shape top 11 inches with forms. See Detail 'A'. ={ L' �°• O2 Install rodent guard or non -shrink grout with weep hole. w 30 Furnish nut, nut and plate, or nut and anchor bolt w assembly ring plate on embedded end. ENGINEER DM N BYsown a , iowA VIONS / ET LMV LMV / - 1740 Lin. ger Lane, Suite 10o BENTON STREET REHABILITATION 191037 I'/ t building strong - Norm Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY CHECKED BY HELD Boon No. JUNE 2021 C 319-626-9090 N.08 BRB FIELDBOOK M C L U R E" STP-U-3715(669)--70-52 DETAILS 91037-000\06-Drawings\06 - Plans\NOI dwg 3/7/2022 8:29 PM i N 2'-0" Min. 4'-0" Max. Conduit 3 Anchor Bolts — #5 Ties 3" Clear Cover (TYP•) 1" Dia. Ground Wire Duct Expansion Material Finished Pavement Grade Ground Rod Clamp Ground Rod "V" Bars W MAST ARM POLE FOUNDATION IN SOIL TYPE A FOUNDATION #5 Ties Stagger hooks to engage different "V" bars each row PLAN VIEW "V" Bars Pole Base 3" Clearance 6 Spaces at 4" O.C. Upper Tie Bar Spacing S Lower Tie Bar Spacing(SD 3" Clearance BENT BAR DETAIL W — 611 The Type A Foundation is the normally required foundation construction. Where rock is encountered, the Engineer may approve the use of the Type B or C Foundation. Prior to installing a foundation in rock, obtain a subsurface investigation certified by a geotechnical engineer licensed in the State of Iowa. 1O Shape top 11 inches with forms. See Detail 'A'. O2 Install rodent guard or non -shrink grout with weep hole. 30 Furnish nut, nut and plate, or nut and anchor bolt assembly ring plate on embedded end. Foundation "V" Bars Tie Bars Max. Most Arm Length O © Count Size Length Count Upper Spacing Lower Spacing # Spaces S1 #Spaces 35'-0" 3'-0" 12'-0" 12 #8 11'-6" 17 9 12" N/A N/A 45'-0" 3'-0" 14'-0" 12 #8 13'-6" 19 11 12" N/A N/A 55'-0" 3'-0" 16'-0" 12 #8 15'-6" 25 12 8" 5 12" 60'-0" 3'-0" 18'-0" 13 #8 17'-6" 28 15 8" 5 12" 70'-0" 3'-6" 18'-0" 12 #10 17'-6" 28 15 8" 5 12" 80'-0" 3'-6" 21'-0" 14 #10 20'-6" 40 22 6" 10 8" 90'-0" 4'-0" 22'-0" 16 #10 21'-6" 42 24 6" 10 8" 100'-0" 4'-0" 24'-0" 18 #10 23'-6" 47 32 6" 7 8" #5 Ties �? D=21/" (TYp.) Note: All dimension are out to out. shape with Forms Square or Circular) DETAIL 'A' I I r 1 ENciNEEE ouwN BY IOWA CITY, IOWA r 1=ION= ' SHEET NO LMy LMy III' 191037 1740 Llninger Lane, SaOe 100 BENTON STREET REHABILITATION building Strong North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY CHK.. or NEID soot No. 1UNE 2021 C 319-626-9090 BRB FIELDBOOK MCC L U R E'" STP-U-371516691--70-52 DETAILS N.09 \191037-000\06-0rawin9s\06 - Plain\N01.dw9 3/7/2022 8:29 PM 1/4- MOLE AND 15 GL GROUND TERMINAL FLANGE BOLT CIRCLE n h Y. NO. 4840 4' _—`TOP OAP SCM. 40 AL PPE ASBLY. N0. TCSS EQ ART NO. 1IPB PEDESTAL MW CASIING ART NO. 11 POO BLANK COVER 6.75' CASTING POLARA PUSINBUTMN COVER MAY BE CUSTOMIZED NTH LOGO OR DESIGN ART NO. N}W 1/4' INSERT �pNT TO MOUNT CONTROL SWTCH ASBLY. NO. CP6A PEDESTAL IL ICI BASE. OSVM HARDWARE. AND PART MO. 11 2) 3/E' SET SCREW PEDESTAL BASE COVER STANDARD CABLE TETHER ANCHOR 25ABP1C (4) b/5'1c7-1/Z' ATTACHMENT (OPTIONAL) ANCHOR BCLTS WASHERS y AND NUTS INCLUDED 1ITH ASBLY 'S CASH. EPDXY AND ANY AM BASE AND M404OR FIANCE ASBLY. NO. 4840 4'X48' SCH. LEVELING %W BY INSTALLER FLAT TO SHINS AND/OR GRADE n _ 40 ALU/. PPE �(2) V 1/4' INSERT NUTS INCLUDED LANDING A q2" p CPSA (INCUUCES ANCHORS) N TEIT'I 2) SET SCREMS— STANDARD. OR STAKESS STEEL BOLT INCLUDED a p: Z v W/ TETHER OPTION p a . b CASTM BOLT AND WA%0 ,. OQ 3. P9& 75)&75' vr MJ6/a _ ART NO. 25GL GROUND LUG p GSl 1/4' NOW CASTING 14006M — r BOLT CIRCLE 18" DIA. r =T N■IOE L (4) HOLES V EMBED ANCHORS TO SET ANCHORSIED BY INSTALLER i Ln 11 .7W A' FIELD PLACE SWITCHt "^ ..�.. TEMPLATE SO PUSHBUTTON HOLE FOR INSULATION SLEEVE IS 42 ABOVE GRADE, K w OR AS OTHERWISE SPECIFIED. j; y NOTE. SCHEDULE 40 PIPE GJl REOUIRFS 1/4" INSERT NUTS HOLE FOR SET INTO PIPE. SCHEDULE 80 50 INSUI ATTON SLFFVF PIPE MAY RF DRILLED AND TAPED FOR 1/4.-20 BOLT .75' PEDESTRIAN POLE & PEDESTRIAN POST DETAILS eV.1� DROMn IOWA CITY, IOWA / III snftf Ho LMV LMV 191037 1740 bringer Lone, Suite 100 BENTON STREET REHABILITATION a CCKIDW Rem eooa No JUNE 2021 North Liberty, Iowa 52317 bui ding sarong munilies 319-626-9090 MC C L U R E' MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY N BRB FIELDBOOK STP-U-3715(669)--70-52 DETAILS .10 ENGINEERING C 191037-000\06-Dmwinps\06 - Nara\NOl.dwg 3/7/2022 &T? PM 4 Trench Compact Backfill Material N ,• .11 c E c o_ U p \ Conduit CONDUIT IN TRENCH Ensure backfill material is free of cinders, concrete, or other rubble. Finished Pavement Grade Cable Hooks � 1" (4) Require VA 0 �/� .� .\`C� c O N I � „ LO ff ff Extend„8" granular O base 6 beyond - walls of handhole. Stainless Steel Bolt One Piece --C Lid (Type II or III) Stainless Steel Bolt Two Piece - Lid (Type IV) Cable (4) Regt Extend 8" granular base 6" beyond walls of handhole. Pull Slot Skid Resistant Surface Pull Slot Skid Resistant Surface HANDHOLE DIMENSIONS (NOMINAL) TABLE TYPE © OW OD II 30" 17" 24" III 36" 24" 30" 1 V 48" 30" 36" "sty ^wi w .yy vJ cn PRECAST CONCRETE HANDHOLE (TYPE 1) PRECAST CONCRETE COMPOSITE HANDHOLE IOWA CITY, IOWA aensioNs BIfANHE OIGWN �Y III' SNEFI NO. LMV LMV -, nao unioys.l-aye, sona too BENTON STREET REHABILITATION 191037 North liberty, Iowa 52317 Ory R�No. 7uNe 2021 building strong communities. 319-626-9090 MORMON TREK TO GREENWOOD DR TRAFFIC SIGNAL CITY OF IOWA CITY BRB FIELDBOOK MCC L U R E' STP-U-3715(669)--70-52 DETAILS N.11 IUS/-I111V\W-ulavnngs\VO-Pl0ns\N0I.AW9 317/ZO22 5:Z9 PM O1 Ensure the top of the signal housing is no more than 25.6 feet above the pavement. Ensure the bottom of the signal housing and related attachments are at least 15 feet above the pavement. OEnsure the bottom of the signal housing (including brackets) that is not located over a roadway is a minimum of 8 feet and a maximum of 19 feet above the sidewalk or, if there is no sidewalk, above the pavement grade at the center of the roadway. O3 Mount pedestrian signal heads with the bottom of the signal housing (including brackets) no less than 7 feet or more than 10 feet above the sidewalk level. Position and adjust heads to provide maximum visibility at the beginning of the controlled crosswalk. Luminaire Arm Length Luminai Mast Arm Length Number of signals, signs, and spacing Backplates as specified in the contract documents. 6" typ• Typical placement of traffic control and street name signs. Fixed or Universally Adjustable Mounting Brackets Pedestrian _ Push Button and Sign STEEL MAST ARM POLE Minimum 4"X6" Handhole T-6" Above Sidewalk Length (L) Luminare Traffic Monitoring Camera Enclosure (Side of Pole Mount) Emergency Vehicle Preemption Detector (Side of Pole Mount) El CAMERA MOUNT TO MAST ARM POLE Cn -0 M w CD W c.n a+ewffr orwwn er IOWA CITY, IOWA revision: '>f� scree/Ho LMv LMV 191037 III' nao unings. Lane, Suite2too BENTON STREET REHABILITATION building strong ominuniiies. NothLb-626-9090 n MORMONTREKTOGREENWOODDR TRAFFIC SIGNAL CITY OFIOWACITY cnecKEo e1 eem eooc no. lUNE 2021 379-626-9090 BRB FIELDBOOK MC C L U R E. STP-U-3715I669I--70-52 DETAILS P:\I91031-UW\06-Ur—ngs\U6 - Plans\NU 1. ewg .s///2U22 a zv PM I/ J m Y o TURNING o+ N VEHICLES O � EE5 EA O En Z v To O STA 502+96 STA 542+14 STRAIGHT ARROW O R10-15A (WINTE)-STAW c 30"X30" C STA 503+08 BIKE LANE SYMBOL STA 501+92 (WHITE)4LSA CROSSWALK LINE --- - - -- (WHITE)-CBWfi ��-STA 501+98 ` �HEO LINE WHITE `STA 502+74 LINE¢ \ 1 X xx CHANNELIZING LINE `STA 502+98 (WHITE)-CHWBWi REMOVE REMAINING DOUBLE CENTERLINE STA 502+36 _gTA+� AND TURN LANE STRIPING ',i STA STA502N1J DWHRE URTO�DOUBLE CENTERLINE STA 502.98 (WHITE ) DLW6(WH TE)AW(YELLOW)-DCY4 L TA 503+28 --_-_ t —STA 503+09 STA 502+97 / STRAIGHT ARROW BIKE LANE SYMBOL (WHITE)-STAW \� (WHITEI-BLSA STA 503+03 R03-17 24"X1B" R3-17aP �. 24"X8" �I"79 H BIKE LANE Q AHEAD Uj W 7 O O z J W Y O 8 0 v O + O O O N BIKE LANE STA W9+71 R03.17 24"X18" STA 509+70 BIKE LANE SYMBOL (WHrrE)-BLSA STA 509+58 STTRAIc H,T ARROW o + + o 0 + so o N 503+91 NOTES 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY CITY UNLESS SPECIFIED OTHERWISE 2. ALL EXISTING SIGNS TO BE REMOVEDIRELOCATED BY CITY NORTH 0 10 20 40 0 oc> o GRAPHIC SCALE W N N N Z W (WHITE)-SLW6 U n STA 510+84 R03.17 24"X18" Q .� w BIKE LANE Cfi NOTES 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY CITY UNLESS SPECIFIED OTHERWISE 2. ALL EXISTING SIGNS TO BE REMOVED/RELOCATED BY CITY ENGNEEI oMwN a EEvisiONS IOwA C", I0" SHEET No LMV LMV 1740 Liningar Lane, Suite IGo BENTON STREET REHABILITATION 191037 North Liberty, Iowa 52317 CHECKED BY RFIDpOOKNO. 1UNE2D21 � building strong communties. 319-626-9090 MORMONTREK 70GREENWOODDR PAVEMENT MARKINGS LAYOUT CITY OFIOWACITY BRB FIELDBOOK M C L U R E TM STP-U-3715(669)--70-52 N.13 ENGINEERING C ':\IyIU3/-UW\Vo-ura ingK\Vo-mm\Nul.aw9 j/y/LVL[a:zvrM STA 514-M REMOVE Wll-02 AND W16-01P SIGN AND POST Q Y + o+ ao + RA N N W AOAD Y STA 515+78 BIKE LANE SYMBOL (WHITE)-BLSA STA 515+66 STRAIGHT ARROW { (WHITE)STAW (WHITE)4LW6 \\\\ `STA $14+41 REMOVE W11-02 AND W18-0IP SIGN AND POST NOTES 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY CITY S A E THE ILD UNLESS SPECIFIED OTHERWISE LLI 2. ALL EXISTING SIGNS TO BE REMOVEDIRELOCATED BY CITY ROAD H �ppppppppppppppppppppr a� NORTH 0 10 20 40 N UJI O O p O O O m p GRAPHIC SCALE O+ Of LetWt + 04 L y W N O c EN BIKE LANE STA 518+78 R03-17 STA 520+96 2,4"X16" STRAIGHT ARROW (WHITE) STAW . STA 521+20 STA S2N06 _. (WHITE)SLW6 STA 524+27.84 REMOVE WII-02 AND W76-01P-. 1 STA 522+17 R03-17 SIGN AND POST 24'X78" STA 318+72 I MCE LANE SYMBOL I 81KE LANE . `` R. i' { S A E i; " NOTES THE 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY CITY ROAD UNLESS SPECIFIED OTHERWISE 2. ALL EXISTING SIGNS TO BE REMOVEDIRELOCATED BY CITY aLM lY IOWA CITY, IOWA REnuoNs SHEET NO LMV 191037 rC:HECKED nao Lininger Lone, sai+e 100 BENTON STREET REHABILITATION eElo—No. lUNE 2021 MCC L U R ETM building strong communities_ North Liberty, Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY N.14 FIELDBOOK STP-U-3715(669)--70-52 U3/-UW\U6-Urawings\U6 - Flans\NU1 dwg 3/1/2U22 8:3Y FM END END SCHOOL HO SPEED o SEVIDo LIMIT N LI T w aa"Kie 3-1 � WANYSTA 527+40TIME Sol-01 EX 0141, 36I"7pL � WISOBP� STA 526a20 iTA SMBI! '\ LTA 527+16 W16-07PL RELOCATED RELDGAlTIOWTO I *TEFLTAW 2ADDIREFLECTIVE �2N STA527+64 STA S09 ftow NEW POLE NEW POLE STRIP TO POST STA SISH7 �A527+48 (WHIT STA 527+54 LTA 530+72 " _DOUBLE CENTERLINE ...:... STRAIGHT ARROW CROSSWALKSAR BENT (YELLOW]-RCYS _��— (WHITE)STAW -cv — - STA 530+21 STA (WHITE)-SLW6 BIKE LANE SYMBOL STA 527+28 _�ST l�I4S9 '\ (WHITE)-BLSA STRAIGHT ARROW STA 528+54 /� (so WHITE)STAW STA 527+42 36 STA IS � EX. W01-04L // \\ >6 STA 530+12 STA 525+28 —" STA 525+28 W1 Q 1 TE T RELOCATED SEX. SCHOOL SPEED LIMIT SIGN ASSEMBLY STA 526+99 24'z1T EX. RELOS01-01CATED D TO WE, R07-01 EX. SOLAR SPEED LIMIT SIGN WITH FLASHERS EX. SOLAR SPEED LIMIT SIGN WITH FLASHERS ADD REFLECTIVE RELOCATED TO WEST RELOCATED WITH EX POLE ASSEMBLY RELOCATED TO WEST STRIP SPEED TO POST O II SCHOOLSICHQOLIMIT SPEED S E IIIIa DI (((L���IMIT �1� A AD / O Z V 7MON FRI No L NOTES m NORTH „,,w,Iy 7 AM - 5 PM AM1A - 5 PM1 Z MON -FRI U) NON - FRI 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY CITY w o 16 20 40 UNLESS SPECIFIED OTHERWISE 2. ALL EXISTING SIGNS TO BE REMOVEDIRELOCATED BY CITY GRAPHIC SCALE o o o h o a+e N N n STA 534+76 STA 534+64 NORTH CROSSWALK LINE (10') SOI-01 (WHITE)-CBW6 36"z36' 0 10 20 40 W16-07PL 24"z12" SOIAR POWERED LED SIGN SCALE ADD REFLECTIVE STRIP TO POST GRAPHIC TO BE PROVIDED AND INSTALLED W10— CONTRACTOR J { ,) r Ln (WHITE)-SLW6 STA 534+69 STA 534+84 STA 531+71 J ,...,:... EX. S01-01, W16-09P Mim STA 537+71 STA 534+69 R03-17 S01-01 24"X18" 36"z36" W16-07PL �w(•A 24"02" SOLAHEAD BIKE LA+NE ADD REFLECTREDIVE LED SIGN ADD REFLECTIVE STRIP TO POST TO BE PROVIDED AND INSTALLED BY CONTRACTOR NOTES 1. ALL NEWS IGNS TO BE PROVIDED AND INSTALLED BY CITY UNLESS SPECIFIED OTHERWISE 2. ALL EXISTING SIGNS TO BE REMOVEDIRELOCATED BY CITY E GINEEx D. Br IOWA CITY, IOWA KNIsIoN2 —4 SHEET NO LMV LmV I'I� 191037 :-1-% 1740 ❑singer Labe, SDft 100 BENTON STREET REHABILITATION North Liberty, Iowa 52317 CHECKED BY EiEm BOOK No. building strong :omm�nli�e,. MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY BRB FIELDBOOK 1UIJE2D2, MSC L U RE' 319-626-9090 STP-U-3715(669)--70-52 N.15 P:\191037-000\06-Drawings\06 - Plans\N0I dwg 3/7/2022 8:30 PM SCHOOL SPEED o LIMIT 00 M AHEAD IBIKE LANE STA 538+06 STA 539+30 STA SCHOOL 36"'3 R03.17 EX SCHOOL SPEED LIMB SIGN ASSEMBLY 36'z36' 24'X18" W16-09P 24"x12" STA 534+54 /SOLAR BEACON S01-01 TO BE PROVIDED AND INSTALLED BY CONTRACTOR 36"x36" W16-07PL 24"02" �Ox SOLAR POWERED LED SIGNMEMO S� TO BE PROVIDED AND INSTALLED BY CONTRACTOR (YELLOW)-CHY8 STA 534+76 CROSSWALK LINE (WHITE)-CBW6 O� xis , STA 534+69 Sol-01 NOTES 36"x36' 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY CITY w16-07PL UNLESS SPECIFIED OTHERWISE IIII III SOLAR ^ 2. ALL EXISTING SIGNS TO BE REMOVEDIRELOCATED BY CITY SOLAI a D R POWERED LED SIGN TO BE PROVIDED AND INSTALLED BY CONTRACTOR IIII X NORTH CHANNELVJNG LINE I X STA 102+05 (WHITE)-CHW8 0 10 20 40 LEFT TURN ARROW F- STA 101+80 (WHIFF LTAW STOP LINE x W GRAPHIC SCALE (WHRE)SLW2 REMOVE EXIS' ING QQ+ZOO DOUBLE YELL JW CENTERLINE It ARKIN IE\_DOUBLE CENTERLINE Z K (YELLOW)-DCY4 STA 542+0\ X x STA 542+50 )C STA 542+84 I STOP LINE i -- - - - I - - - - (WHITE)SLW2 STA 540+29 STA 540+85 STA101+98 I EX. W01-04L� EX SCHOOL SPEED LIMIT STA 5LANE 40-81 ASSEMBLY BIKE LANE SYMBOL �' (WHITE)-BLSA '; DASHED �... STA 542+Bd '�IEFT S`A 544+99 .4 STA 145 +53 - .... r D j 00+606 REMOVE W0941 STA 511 `STA SN+SB SIGN AND POST EX.3" STA 541+71 STA 101+07 STOP LINE 1f100+59 42 END (WHITE)-SLW2 T SCHOOL 53 E SPEED E S LEFTTURN ARROW LIMIT STA100+84 I MHRE)-LTAW STOP LINE (WHITE)SLW2 I \—CHANNELIZING LINE (W/iITE)-CHW8 SOLID LINE DOUBLE .-. ".i STA r'�,i '� SOLID LINE WHITE p"y - —ROW S5 — — TA pN0 (WHITE)SLW6 pA - — ROW — — ROW — ROW STA S43+n BW LANE SYMBOL BIKE LANE SYMBOL (WHITEMILSW (WHITE)-BLSA o STA 543+84 ! 1— R03-17 m 24"X18" - .,., mr NOTES . � 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED 6`f iI ITY UNLESS SPECIFIED OTHERWISE BIKE LANE 2. ALL EXISTING SIGNS TO BE REMOVED/RELOCATED 0 CITY ENOINEEB DRwWN EY REVISIONS SHEET NO IOWA CITY, IOWA II'% LMV LMV 191037 _ 1740 Lininger Lone, saae 100 BENTON STREET REHABILITATION building strong cocvnurnl,_es. North Liberty, lowo 52317 MORMON TREK TO AVEMENT MARKINGS LAYOUT CITY OF IOWA CITY CHECKED BY FIELD BOONO JUNE 2021 M C C L U R E w 319-626-9090 GREENWOODOOD DR N. 1 6 BRB FIELDBOOK STP-U-3715)669)--70-52 -''GINEERING CO. \191037-000\06-Drawings\06 - Plans\NOI.dwg 3/7/2022 8.30 PM W o 0 o + + 0 + o W) + o O + vei W BIKE LANE STA 548+20 R03.17 24"X18' STA 548+93 STRAIGHT ARROW WHITE —10 (WHITE)STAW IAo� t 17 I ETA SW32IKE BLANE SYMBOL _ o (WHITE)BL.SA z W W p NOTES J 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY CITY IINII�II� I�ryul �ll UNLESS SPECIFIED OTHERWISE I1N g 2. ALL EXISTING SIGNS TO BE REMOVED/RELOCATED BY CITY NORTH p 0 10 20 40 0 o + + N + + N + h GRAPHIC SCALE N N rn STA 555+19 BIKE LANE SYMBOL (WHITE)-BLSA STA 555+07 STRAIGHT ARROW (WHITE)STAW UB (WHITE) 551+93 19 w $ x Iry STA 552+95 R03-17 24-X18' STA 552+79 U) BIKE LANE SYMBOL*'- �/ (WHITE)-BLSA �« ---- l JJ ( W BIKE LANE c--) CJ i W rT-1 - W NOTES 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY C rY UNLESS SPECIFIED OTHERWISE 2. ALL EXISTING SIGNS TO BE REMOVED/RELOCATED BY CRY 0.EV1310N3 SH-NO. ENCINerx artnwNer IowAeln,iown �y �y 1740 Lininger Lane, Suite too BENTON STREET REHABILITATION 191037 North Liberty, Iowa 52317 CHECKED B1 aI. eons No. JUNE 2021 building strong ::OMlT1Uf1111BS. 319-626-9090 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY N BRS FIELDBOOK MCC L U R ETM STP-U-3715(669)--70-52 'V I-000\06-Drawings\06 - Plans\NO1.dwg 3/7/2022 8:30 PM 0 0 0 0 0 c o + o4, N n + m N sn 10 N LLa STA 562+23 BIKE LANE SYMBOL (WHITE)-BLSA NOTES 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY CITY UNLESS SPECIFIED OTHERWISE 2. ALL EXISTING SIGNS TO BE REMOVER RELOCATED BY CRY NORTH 0 10 20 40 GRAPHIC SCALE Q Q 7 O S A E QVA O � SR + THE BIKE LANE ROAD AHEAD 4U !TA 36f+32 Ci REMOVE W11-02 AND W16-01P MY17 SIGN AND POST 24'X1Y R03.17AP I\ 2_ \-STA _ _ STA 565+99 / J SOLID LINE WHITE STA 566+71 STRAIGHTARROW 566+96 j (WHITE)-SLW6 BENTON ST I (WHITE) -$TAW STA566+93 BIKE LANE SYMBOL (WHITE)43LSA SOLID (WHITE)SLW6 �STA96 m d `\ R03-17 STA 568+5p R0411 J 24 "X18" 30'X30' MAY USE BIKE LANE FULL LANE ENDS NOTES R3.17bp 1. ALL NEW SIGNS TO BE PROVIDED AND INSTALLED BY CITY 24•:3• UNLESS SPECIFIED OTHERWISE ALL EXISTING SIGNS TO BE REMOVED/RELOCATED BY CRY Et+ciNE[R oawN BY IOWA CITY, IOWA KINISIONs ' SNfET NO LMV LMV 191037 1740 Lininger Lone, 5ui1e too BENTON STREET REHABILITATION cNfcKEo BY nEln eooK No. DUNE 2021 building strong �.. �vhes MC C L U R E" North Liberty, Iowa 52317 3t9-626-9090 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY N. 1 p BRB FIELDBOOK _ STP-U-3715(669)--70-52 37-000\06-Drawings\06 - Plans\NUI dwg 3/7/2022 8:30 PM LINE DASHED LINE (WARE)-DLW6 STO 0LINE `�': �■ o STOP LINLINE + y'• +o (WHITE)SLW2 0 SOLID LINE STA 101+07 (WHITE)SLW6 STA S41+98 STA 91+96 ZA100+20—/sTA 100+42 STA 1 DOUBLE CENTS E� .. TA SC (YELLOW) -DC 1 STA 1 1 \ — STA FT — — j LETURN ARROW I (WHITE)-LTTE)-LTAW � I � M�mEfcew� SUNSET ST STA IItas STA II CH(WHITEI-C W81NESTA 1 J / STA 100+83 — STOP LINE STA (WHITE)SLW2 NORTH 0 10 20 40 GRAPHIC SCALE 0 0 0 o + N � 0 _ STA 101+80 STOP LINE '1 54Z+OOE)-sLwz CHANNELIZING LINE STA 102.27 (WHITE)-CHW REMOVE EXISTING DOUBLE YELLOW CENTERLINE MARKINGS X XXXXXXXXJ4� XXXXX XXXXXXXXXXXXXXXXX STA 102+05 DOUBLE CENTERLINE LEFT TURN ARROW (YELLOW)-DCY4 STA 101+80 (WHITE)-LTAW STA 102+96 3TA101+48 STA 542+84 STOP LINE (WMITE)SLW2 54.3+00 s`� C." 0 fV _ PW Ln A m ENGINEEF .—Ne. KEvisiONs A—rT No IOWA CITY, IOWA LMV LMV III�'s� 1740 Lininger Lana, Suite IDO BENTON STREET REHABILITATION 191037 North Liberty, Iowa 52317 CHK.. er Ft LD BOOK NO. TUNE 2021 building strong '::^trr;-,napes 319-626-9090 MORMON TREK TO GREENWOOD DR PAVEMENT MARKINGS LAYOUT CITY OF IOWA CITY BRB FIELDBOOK MCC L U R E- STP-U-3715(669)--70-52 N. 19 91037-000\06-Drowings\06 - Plans\NOl.dwg 3/7/2022 8:30 PM LTA LEFT TURN ARROW (White) <CBW6 CROSSWALK BAR (White) <e BROKEN LANE LINE (White) <SLW>4 SOLID LANE LINE (White) Joint 4#1 -4 Lane Width 4" 4 Joint Line r 10' 30' 4> DOUBLE CENTERLINE (Yellow) 1hite) 411 Lj T 23% 4 ENGINEERa— . IOWA CITY, IOWA —IoNs � mm No. LMV LMV 191037 1740 Lining., Lone, Suite 100 BENTON STREET REHABILITATION building strong North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD OR PAVEMENT MARKINGS DETAILS CITY OF IOWA CITY C.ECM OKNODUNE 2021 319-626-9090 BRB FIELDBOOK McCLURE- STP-U-3715(669)--70-52 N.20 \1 91037-000\06-Drcrvfings\06 - PIcns\N01.dwg 3/7/2022 8:30 PM 110-12L 5 Preservation of existing vegetation within right-of-way or easements will act as vegetative buffer strips. 110- 2L POLLUTION PREVENTION PLAN 10-20-20 6) Preservation of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (101 10-20-20 100-141 or 100-iC) and Estinate Reference Information (108-4A) located in the C or R sheets. Additional Information may This project is regulated by the requirements o the owa Department Natural Resources (DNR) National Pollutant Disc arge Elimination System (NPDES) General Permit No. 2 OR an Iowa De,.,tmnt of Natural Resources (DNA) National Pollutant Discharge Elimination System be found in the Tabulations in the C or T Tabulation sheets, or is referenced In Section 2105 of the Standard (NPOES) individual store water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution Specifications. Prevention Plan (PPP). b. Structural Practices 1) Structural practices will be implemented to divert flaws from exposed soils and detain or otherwise licit runoff and the This Base p,, includes information on Roles and Responsibilities, Project Site Description, Controls, Maintenance Procedures, Inspection discharge of pollutants from exposed areas of the site. Additionally, structural practices may include: silt basins that Requirements, Non - Storm Water Controls, Potential Sources of off Right -of -Nay Pollution, and Definitions. This plan references other provide 3600 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdraw rater documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as from surface when discharging basins, and controls to direct storm water to vegetated areas. needed during construction, will be readily available for review. 2) Structural practices to be used for this project are located in the store water site map, Estimated Project Quantities (198-0A, 100-IA, or 101 and Estimate Reference Information (100-4A) located in the C or R sheets, as well as all All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from other item specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be entering waters of the state and leaving the highway right-of-way. The Contractor shall be responsible for compliance and 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. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a c. Storm Water Management Measures shall beinstalled during the construction process to control pollutants in storm water discharges that will occur source of potential pollution as defined in this PPP. after construction operations have been completed. This may include velocity dissipation devices at discharge locations and I. ROLES AND RESPONSIBILITIES 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 store water site map and Estimated Project Quantities (100-OA, A. Designer: 100-1A, or 100-1C) and Estimate Reference Informration (100-4A) located in the C or R sheets, as well as all other item 1. Prepares Base PPP included in the project plan. specific Tabulations. Typical drawings detailing construction of the practices to be used on this project are referenced in 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. the Standard Road Plans Tabulation. The installation of these devices may be subject to Section 4" of the Clean water Act. 3. Is signature authority on the Base PPP. If consultant designed, signature from Contracting Authority is also required. 2. OTHER CONTROLS B. Contractor: 1. Signs a co-pernittee certification statement adhering to the requirements of the and this PPP. All co-Dereittees Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and oNPDESens permit are legally required under the Clean water Act and the Iowa Administrative Code to ensure compliance with The terms and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental this PPP. laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. Condit Sons of a. Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. 2. Designates a Water Pollution Control Manager (WPCM), who has the duties and responsibilities as defined in Section 2602 of the b. Material Deliver Storage and Use - Implement practices to y, g mp p prevent discharge of construction materials during delivery, Standard Specifications. storage, and use. 3. Submits an Erosion Control Implementation Plan (ECIP) and ECIP updates according to Section 2602 of the Standard Specifications. c. Stockpile Management Install controls to reduce or eliminate pollution of store water from stockpiles of soil and paving. and, 4. Installs and maintains appropriate controls. This work may be subcontracted as documented through Subcontractor Request Forms d. waste Disposal - Do not discharge any materials, including butlding materials, into waters of the state, except as (Form 830231). by a Section 404 permit. S.Supervises and implements good housekeeping practices according to Paragraph III, C. 2. e. Spill Prevention and Control - Implement chemical spill and leak prevention and response procedures to contain and clean up 6. Conducts joint required inspections of the site with inspection staff. When Contractor is not mobilized on site, spills and prevent material discharges to the storm drain system and waters of the state. Cant rector may delegate this responsibility to a trained or certified subcontractor. Contracting Authority also may waive f. Concrete and Washout Wastes Waste shall not be discharged to a surface water and is not adversely joint inspection requirement during winter shutdown. In both circumstances, WPCM (or trained or certified delegate from water of e affect a water of the state. Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide to crud s. the Contractor) Ss still responsible to review and sign inspection reports. directions to truck drivers where designated washout facilities are located. Designated washout areas should Oe located at 7. Complies with tralning and certification requirements of Section 2602 of the Standard Specifications. least SO feet away from storm drains, streams or other water bodies. Care should be taken to ensure these facilities do not 8. Submits amended PPP site map according to Section 2602 of the Standard Specifications. overflow during storm events. C. Subcontractors: if: for G g. Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on 1. Sign a co-pereittee certification statement adhering to the requirements of the NPDES permit and this PPP responsible foreslet or removed ding the project. sediment or erosion controls; involved in land disturbing activities; or performing work that 1s a source of potential pollution h. Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all as defined in this PPP. Subcontracted Work items are identified in Subcontractor Request Forms (Form 830231). All -S uc environment laws such as proper storage of onsite fuels and proper disposal of used engine oil or other fluids on site. co-pernittees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the EMDloy ash ing practices that prevent contamination of surface and ground water from wash water. Wash waters most be terms and conditions of this PPP. treated Sn a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 2. Implement good housekeeping practices according to Paragraph III, C, 2. 1. litter Management - Ensure employees properly dispose of litter. Minimize exposure of trash if exposure to precipitation or 0. RCE/Project Engineer: storm water would result in a discharge of pollutants. I.Is Project Storm Water Manager, J. Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off -site. 2. On projects where DOT is the Contracting Authority, is current with erosion control training or certification. Measures are also to be taken to prevent scour erosion at dewatering discharge point. 3. Takes actions necessary to ensure compliance with storm water requirements including, where appropriate, issuing stop work 3. APPROVED STATE OR LOCAL PLANS orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit During the course of this construction, it is possible that situations will arise where unknown Materials will be encountered. compliance. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at 4. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of non-compliance with the storm water the tine. requirements of the Applicable Permit. S. Supervises all work necessary to meet store 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 store water requirements, including requiring any such person to cease or correct a violation of store water requirements, and to order or IV. MAINTENCE PROCEDURES AN recammnend such other actions as necessary to meet store water requirements. The Contractor Is required to maintain all temporary erosion and sediment control measures in proper working order, including 7. Is familiar with the Project PPP and storm water site map. cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their A.On projects where DOT is Contracting Authority, is responsible for periodically monitoring inspection reports to capx ity. 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. V. INSPECTION REQUIREMENTS 9. Is the point of contact for the Project for regulatory officials, Inspector, contractors, and subcontractors regarding store A. Inspections shall be made jointly by the Contractor and the Contracting Authority's inspector at least once every seven calendar water requirements. da s. Store water site ins Y sections will include: 18. Is signature authority on Notice of Discontinuation. 1. Date of the inspection. 11. Maintains an up-to-date record of contractors, subcontractors, and subcontracted work items through Subcontractor Request Forms 2. Summary of the scope of the inspection. (Form 838231). 3. Name and qualifications of the personnel making the inspection. 12. Makes information to determine permit compliance available to the DNR upon their request. 5. Review of erosion and sediment control measures within disturbed areas for the effectiveness In preventing impacts to receiving E. Inspector: waters. 1. Updates PPP through fieldbook entries and store water site inspection reports if there is a change in design, construction, 6. Major observations related to the implementation of the PPP. operation, or maintenance which has a significant effect on the discharge of pollutants from the project. 7. Identification of corrective actions required to maintain or modify erosion and sediment control measures. 2. Makes information to determine permit compliance available to the DNR upon their request. B. Include storm water site inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control 3. Conducts joint required inspections of the site with the contractor/subcontractor. measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3 4. Completes an inspection report after each inspection. calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making the S. Is signature authority on storm water inspection reports. corrections less than 72 hours after the ins ction is im practicable, mpracticable, it should be documented why it is impracticable and indicate II. PROTECT SITE DESCRIPTION an estimated date by which the corrections will be made. A. This Pollution Prevention Plan (TRIPP) is for the construction of a pavement rehab, watersain installation, ADA ramps, VI. NON -STORM WATER DISCHARGES and stream stabilization. This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from B. This PPP covers approximately 10 acres with an estimated 1.S acres being disturbed. The these features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials. portion of the PPP covered by this contract has 1.5 acres disturbed. This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the C. The PPP is located in an area of Fayette and Colo soil associations. PPP The estimated weighted average runoff ccefflclent number for this PPP after completion will be 0.59. D. Storm Water Site Map is located in the R sheets. Proposed slopes are shown in cross sections, details, or standard road plans. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION ' Supplemental Information is located in the Tabulations in the C or CE sheets. Silts, sediment, and other forms of pollution may be transported onto highway right -of -ray (ROW) as a result of a store event. E. The base storm water site map is amended by contract modifications and progress payments (fieldbook entries) of completed erosion Potential sources of pollution located outside highway ROW are beyoM the control of this PPP. Pollution within highway ROw will be control mark. Al sa, due to project phasing, erosion and sediment controls shown on project plans may not be installed until conveyed and controlled Y per this PPP. needed, based on site conditions. For example, silt Fence ditch checks will typically not be installed until the ditch has been installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be VIII. DEFINITIONS _ V documented by fieldbook entries and amended PPP site map. flow intakes A. Base PPP - Initial Pollution Prevention Plan. ��,% � ~.-1' F. Runoff from this work will into storewater and the unnamed tributary to Willow Creek. B. Amended PPP - ease PPP amended during construction. May include Plan Revisions or Contract Modifications for new Stems, storm water TY.y, W site inspection reports, fieldbook entries made by the inspector, amended PPP site map by the Contractor, ECIP, NOI, co-permittee Y arsmmm III. CONTROLS certifications, and Subcontractor Request Forms. Items amending the PPP are stored electronically and are readily available upon �•`^ A. The Contractor's ECIP specified in Article 2692.03 of the Standard Specifications for accomplishment of storm water controls should request. In ) clearly describe the intended sequence of major activities, and for each activity define the control measure and the timing during C. Fieldbt'k Entries - This contains the inspector's daily diary and bid item postings. u + the construction process that the measure will be implemented. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control store water, or minimize B. Preserve vegetation in areas not needed for construction. C. Sections 2601 2602 the Standard Specifications define requirements to implement contaminants from other types of waste or materials. Also called Best Management Practices (tops). --?` and of erosion and sediment control measures. E. Signature Authority - Representative authorized to Sign various stop water documents. (� Actual quantities used and installed locations may vary ding 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 stop water site inspections. if the work involved is not CERTIFICATION STATEMENT applicable to any contract items, the work will be paid for according to Article 1109.83 paragraph a of the Standard I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance Spec Sfi cations. 1. EROSION Ain SEDIMENT CONTROLS with a system designed to assure that qualified personnel Properly gathered and evaluated the information submitted. Based on my inquiry of the pert on or persons who manage the system, or those persons directly responsible for gathering the information, the information a. Stabilization Practices submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for 1) Site plans will ensure that existing vegetation or natural Duffers are preserved where attainable and disturbed portions submitting false in including the of fine and imprisonment for knowing violations. of the site will be stabilized. of possibility 2) Initialize stabilization of disturbed areas immediately after clearing, grading, excavating, or other earth disturbing activities have: Signature a) Permanently ceased ng 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 Printed or Typed Name completed. Incomplete areas sha11 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 store water site map, Estimated Project Quantities (100-BA, 100-1A, or 100-IC), and Estimate Reference Information (100-4A) located in the C or Signature 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. ENGINEERoIOW CITY, IOWA ReII510Nt 111ltn NO TMSTMS TMS 1740 Llninger Lana, Suite 100 III' BENTON STREET REHABILITATION SEDIMENT CONTROL 1 191037 North Li Iowa 52317 building strong : mmumties. b'62 MORMON TREK TO GREENWOOD DR SW PPP CITY OF IOWA CITY CHECKEDBY xNo FEBRUARY 2022 M� C L U p C+w 319-626-9090 D 1 ELDB BRB FIELDBOOK BRB to R L STP-U-371516691--70-52 ^C'O ENGINEERING C P.\191037-000\06-Drawings\06 - Plans\RCO1 dIv g 3/7/2022 8.30 PM IIIIIIIIIII Ilplllllllllllllll 00+Z I, �I,,Illlllllla D hill l a� NORTH STA 503-28.16 END SURFACE RUNOUT 0 5 10 20 BEGIN CRACK AND SEAT GRAPHIC SCALE I o on I 66'SURFACE RUNOUT W. BENTON ST I 1114 1113 1002 1004 1003 1001 11101 ---------- 111: W. BENTON ST — _ 1102 1111 1014 — 'f -----L------- I ' 1005 1007 1103 1109 1110 1006 1008 1013 1108 00+ 6 +IZ 1107 1009 1012 1104 I I 11os I 1105 1010 1011 ci W 00+OZ ry 1 C) 4 I '4 ...,.M 1 n LEGEND: GENERAL SIDEWALK NOTES 1. TOP OF CURB (TC) ELEVATIONS SHOWN ARE a SIDEWALK/TRAIL TOP OF 112" DROP CURB. REFER STANDARD ROAD PLAN PV'105 FOR DROP CURB AT SIDEWALK/TRAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI-220 ❑ SIDEWALK/TRAIL RAMP FOR DETECTABLE WARNING AND PEDESTRIAN RAMP DETAILS. 3, ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF6"PCC SIDEWALK. IOwA CITY, IOwA eT�;,S" .e�isioNs sneer �o TMS —a 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION ACCESSIBILE 191037 CHECKED BY Ho. FEBRUARY 2022 - h LibIowa 52317 bUlId109 S1F009 communities. North Liberty, 319-626-9090 MCC L U RE' MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY J C•O1 IEL B BRB FIELOBOOK BRB ENGINEERING CO. STP-U-3715I669I--70-52 1037-000\06-Drawings\06 - Plans\�U l.awg si 1i1u1 alu — rr4 r•rp t^.J ••`ti b co ate' r� �1 ENGINEER r-N B` IOWA CITY, IOWA TMS TMS 191037 <NE -9i rlE�oaooaNO. FEBRUARY 202z BRB FIELDBOOK 0.PISIONS � �m �^ nao ❑n�n9er Lone, 5�ae l00 building strop North Liberty, Iowa 52317 MSC p C,» 9 9 319-626-9090 R L ENGINEERING C' BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY snEer No. c-O� J _. 113-10 04-18-17 SIDEWALK COMPLIANCE TemaCourt - See S Sheets ' Does not include curb 1 Staking required by Contracting Authority per Article 2311.03 of the Standard Specifications 2 Referto tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation PCC Sidewalk 2 Distance• AElevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Pant Station Offset Elevation FT FT % Pos. or Neg. % 1001 1002 Landin urnin S ace 6 3.56 0.02 0.56% 0.1%to 2.0% 11U1 503+39.97 32.36 70036 1001 1014 Landing/Tu ruin Space 6 1Q03 -0.16 -l.fi016 0.1%to LO% 30LQ 303+36.41 32.50 700.38 1002 1003 Ramp Running Sloe i 1500 1-73 11.67% 0.5%to 8.3% 1003 303+2141 32.50 70213 1002 1007 Landing/Turning Space i 1.02 0-00 0.00% 0.1%to 2.0% 300{ 503+13.41 32.57 70253 1003 1004 Sidewalk Running Sloe / 8.00 0-40 5.0046 0.5%to S.0% lODS 503+13.41 40.43 70250 1003 1006 Ram Cross Sloe { R00 0.04 0.5096 0.1%io LO% 1006 503+2L41 40.50 70217 100{ 3005 Match Existing Cross Slope • 7.86 -0.03 -0.38% match ExlstM 3007 503+36.72 10.51 700.38 1005 1006 Sidewalk Running Sloe 1 B.OD -l.12% 0.5%to S.O'K 3008 503+3A25 10.45 70Q33 1006 1007 Ramp Running Slope t IS.31 •1-79 -1169% 0.6%to 8.3% IOD9 503+3&DB 55.50 711D 33 IOlY7 1008 Lan din urnin S ace 6 1.33 -0.03 -1.96% 0.1%to 2.OK 1010 503+3820 60.50 700.42 1008 1009 Ing Ramp Runni Sloe 1 ISOS -0.02 -0.13% 0.5%to 8.3% 3011 503+4224 66.55 70023 1008 1013 Landin /Turnip Space 6 5.00 -0.09 -1.8LP.6 0.1%to 2.0% 1012 503+43.08 55.66 700.24 1009 lOID Si dewalk Runnin Slope ! S.OD 0.09 1.80% 0.5%to 5.036 1013 503+43.25 10.25 700.26 1009 1012 Ramp Cross Slope t 5.00 -0.09 -1.8P,6 0.1%to 2.0% 101{ 503.4632 p.12 700.2 1010 1011 Match Existing Cross Slope 1 1.01 Q19 -4.70% Match Existing 1011 1012 Sidewalk Runnin Sloe / 5.06 0.01 0.2D% 0.6%to 5.0% 1012 1013 Ramp Running Slope 1 iS31 0.02 0.1376 0.5%to 8.3% 1013 1014 Landin urnin S ace 6 iW -0.06 -1.95% 0.1%ta 2.0% 1101 1102 Landi nmin Space 6 10.31 -0.09 -0.87% 0.1%to 2.0% 1201 50349i83 30.64 698.16 1101 1114 Landing/Turning Space 6 3.53 0.03 0.85% 0-I%to ZO% 1102 503+7Z6{ 38.89 69fi07 1102 1103 Landi nq/Tu ruing Space 6 3.63 0.04 L30% 0.1%to 2.0% 1103 509+8127 38.76 698.11 1103 1104 Ram Running Sloe 6 14.75 1.09 7.39% 0.5%to 8.3% lfl{ 503+8111 53.50 (i99.20 1103 1108 Landing/Turning Space 6 5.00 0.06 1.21T:b 0.1%to 2.0% 3705 503+8238 58.51 699.36 1104 1105 Sidewalk Running Slope 4 5.17 0.18 3.l89( 0.5%to S-0% 1106 503+8618 58.56 699.52 1106 1107 Ram Cross Sloe 4 6.00 0.07 I.Il7'k 0.1%to 2.0% 1107 503+86.11 53.56 699.27 1105 3I06 Match Existing Cross Slope 1 3.80 0.14 3-68% Match Existing 1108 503+66.27 38.56 698.17 1106 1307 Sidewalk Running Slope I 4 S00 -0.25 -5.00% 0.5%to 5.0% IYY3 503+87.6E 38.50 fi9819 1307 1108 Ram Running Slope 4 0.5%to 8.3% 1130 504+0268 38.50 69J.83 1108 1109 Landinq/Tuming Space 6 0.02 L42°� 0.1%to L09G 1111 504+10.68 3i.26 G97.60 3109 1130 RamRunningSlope 4 -0.36 -2.l0% 0.6%ta8.3% 1112 504+10.68 30.53 697.65 1105 1114 Landing/TurningSpxe 6 R7.73 0.00 O.OP,6 0.1%to 20% 1113 504.0268 30.50 697J3 1110 1111 Sidewalk RunninSI ! -023-2.87% 0.5%to S.O% 1;14 503+87.36 30.50 69819 1110 1113 RamCross Slope ! -0.12 -1.St7,6 0.1%to 2.17% 1113 1112 Match Existing Cross Slope { -0.06 -0.65.E Match Existing 1312 1113 Sidewalk Runnin Sloe • Q00 0.16 2.0096 0.5%to S.IYl6 llLi lilt Ramp Running Slope 1 1532 0.18 3.13•�e 0.5%to 8.3% Y�\7 Y1037-000\06-1)rawings\06 -Plans\SOl.dwg 3/7/2022 8.30 PM +V i E IOWA CITY, IOWA TMS0. nTMS 191037 CHECKED 9v FEID BOOK NO FEBRUARY 2022 BRB FIELOBOOK � 1740 Uninger Lane, Suite 100 11I� Nor/h Liberty, Iowa 52317 C building strong Communities. 31 erty, t - M C L U R E ENGINEERING CO. BENTON STREET REHABILITATiON MORMON TREK TO GREENWOOD DR STP-U-37151669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEcr Ho. 5.03 113-10 04-18-17 SIDEWALK COMPLIANCE Willcwbrooke Lane See S Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications Refer to tabulation 313-01 forbid quantities. Point to Point Sidewalk Designation PCC Sidewalk 2 _ Oista nce' A9aseYan Acceptable �Pe Constructed Range Staking Required on this Quadrant? i Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pas. or Neg. % 1202 1204 Ramp Ruining Slope 6 I.SS 0.21 4.62% 0.5%ro8.3X 1201 S07+98.36 -25.05 692.66 1204 1206 1205 1206 Ramp Running Slope Landing/Turning Space 6 i 5.00 SAO 0.25 -0.07 5.00% 0.5%ro8.3% -1.10% 0.1%ro 2.0% 1202 1203 507+84.49 507+79.94 -25.73 -20.72 692.66 692.97 1206 1207 Ram Running Slope 6 9.85 -0.SS 3.58% 0.5X to 8.3% 1204 507+79.94 -25.72 692.87 1203 1208 3206 3209 Ramp Running Slope Landing/Turning Space 6 i 5.00 5.00 0.21 -0.07 4.20X 0.5%ro 8.3% -1.10X 0.1% to 2.0% 1205 1206 507+74.9/ 507+69.94 -25.72 -25.72 693.12 693.05 1209 1230 Ram Running Slope 8 9.77 -0.53 -5.12% 0.5%ro8.3% 1207 507+60.16 -24.56 692.50 1203 1205 12W 1208 Ramp Cross Slope _and' urrurlg Space fi � 5.00 5.00 -0.10 0.06 -2.00% 0.1%ro2.0% 1.20% 0.1%bo 2Aff 1206 1209 507+74.94 507+69.94 -2072 -20.72 693.18 693.11 1206 1209 La urri Space f 5.00 0.06 1.20% 0.1%ro2.0% 1210 507+60.17 -20.69 692.58 1207 1230 Match Existing Cross Slope 1 3.87 0.08 2.07% Match Existing 130D 1302 Ramp Running Slope i 4-Y 0.29 6.47% OS%roE.3% 1800 508+12.77 -25.60 692.90 1302 1#13 Ramp Runnin Slope f 5.02 0.08 3.59% 0.5%ro 8.3% 1301 608+17.27 -20.80 693.25 1303 1304 Landing/Turning Space fi $AO 0.06 1.20% 0.1%ro 2.0% 1302 508+17.25 -26.86 693.19 130/ 13f6 Ramp Running Slope i 15A9 -0.16 -1.06% OS%ro8.3% 13I03 508+22.27 -26.80 69327 1301 1306 Ramp Running Slope f 5.00 0.08 1.60% OS%ro83% 1304 508+27.27 -25.80 693.33 1306 1307 Landing/Turning Space f 5.00 0.06 3.20% 0.1%to 2.0% 1306 608*42.32 -24.64 693.17 1307 1308 Ramp Running Slope 8 15.04 -0.11 -0.73% OS%ao 8.3% 1306 508+22.27 -20.8(1 693.33 1301 1302 Ram Cross Slope i 5.05 -0.06 -1.19% 0.1%b 2.0% 1307 508*27.27 -20.80 693.39 1303 130/ 1306 1307 Landng/Turrting Space Landmg%furrvng Space i 5.00 0.06 1.20% 0.1%Oo 2.0% 1308 508.42.31 -20.85 693.28 c\iv roJi-uu0\ob-Drawings\06-Plans\sOl.dwg 3/7/2022830 PM �i/lllihr� W. BENTON ST I I I I I I i I I i 00+05 `—J ROAD PLAN PV-105 FOR DROP CURB AT ❑ SIDEWALKrrRAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI.220 SIDEWALK/IRAII RAMP FOR DETECTABLE WARNING AND PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6' PCC SIDEWALK. ENOINff1 OKAWH lY IOWA CITY, IOWA REVISIONS ' SHEET No. TMS TMS II'' 191037 —4 1740 Uninger Lane, Suite 100 BENTON STREET REHABILITATION ACCESSIBILE North Liberty, Iowa 52317 CHECKED KY HEM EOOK NO. FEBRUARY 2022 building strong ^�.muntt es. 319-626-9090 MORMON TREK TO GREENWOOD OR RAMP DETAILS CITY OF IOWA CITY BRB FIELDBOOK MCC L U R ETM STP-U-3715(669)--70-52 S.04 191037-000\06-13rawings\06 - Plans\SOl.dwg 3/7/2022 831 PM n. j CS r^�.a ~`a CD E-HER azwWN BY IOWA CITY, IOWA xEVISIONs SHEET No. TMS TMS 191037 -.A 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION ACCESSIBILE CHECKED 9Y 111.-K NO. FEBRUARY 2022 North Liberty, Iowa 52317 v building strong 319-626-9090 MCC L U RE MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY c G S.05 BRB FIELDBOOK STP-U-3715(669I--70-52 TABULATIONS ENGINEERING CO. 113-10 0418.17 SIDEWALK COMPLIANCE Spencer Drive - See S Sheets Does not Include curb StakM{ r[quired by Contracting Authority per Article 2531.03 of the Standard Specifications Rehr ro tabulation 113-01 br bid ales. Paint to Point Sidewak Oesl/IeOon PCC Sidewak Ontanar A Ele9atlan Slope can st�ed Range Staking Ron this Measured Sbpe Initials FOR P:\191037-000\06-Drawings\06 -Plans\Sol .dwg 3/7/2022 8:31 PM r-..t Cl'J P-i nW j { :*5: i� oxnwH er IOWA CITY, IOWA E TMSr TMS 191037 ercxeo er rein eooK No PEBRUARY 2022 c BRB FIELDBOOK zEv sioHs - ' 1740 Lininger Lane, Suite 100 North Liberty, Iowa 52317 MCC L U R E'" building strong � 2lrnunitie5. 3t9-626.9090 ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669I--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY sHm No S"O6 11310 Ot-18-17 SIDEWALK COMPLIANCE Keswick Drive - See S Sheets ' Does not include curb 1 Staking required by Contracting Authority per Article 251L03 of the Standard Specifications 2 Refer to tabulation 113-01 forbid quantities. Point to Point Sidewalk Designation "PCC Sidewalk 2 Distance' \Elevation Slope Aae table p Conztruaed Range Staking Required on this Quadrant? Measured Slope Initials Remarks FOR INFORMATON ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation Pos. 1701 1702 Sidewalk Running Sloe ! 4.14 Q18 {.35% 0.5%to S.O% 1701 516b5.66 -2638 699Jfi 1701 1716 Crosswalk Cross Slope -Veld Condition 6.53 0.12 1.8476 0.0%to 2.0% 1702 516t0145 -25.36 699.94 1702 1703 Ram Running Sloe 6 0.21 4.20% 0.6%to 8.3% 1703 515+96.45 -25.36 700.15 1702 1716 Ram Cross Sloe 6 -Q061%to2.0% 1704 616W299 -36.28 699.92 1703 1704 Sidewalk RunninSloe { -Q23 -L81% 0.5%to 5.0% 1706 516+0298 -41.28 699.85 1703 1708 tandinurninSace6 F12.173 0.08 1.60lG0.1%to 2.0% 1706615r99.18 -41.28 699.90 1703 1715 ndinurninSpace 6 •0.08 -160% 0.1%to 2.0% 515+97.99 -36.28 70Q00 1T01 1705 Sidewalk RunninSloe 1 -Q07 -LIO76 0.5%to S.O% 515+9L45 -24.3fi 70Q 23 170d 1707 Sidewalk Cross Slo 4 0.08 Lfi0% 0.5%ta 20% 615«gSdS -24.48 70Q 31 1705 1706 Mach Existing Cross Slope { 3.80 0.05L32% Matd+Existin 515.8615 -20.% 700.28 1706 1707 Sidewalk RunninSloe 4 6.14 0.10 1.95% 0.6%ta S.O% N1707 515+9145 -20.3fi 1OQ15 1707 1708 Sidewalk RunninSlope ! 12.73 0.23 1.81% 0.6%to 6.09G 515�9L45 -17.52 700.05 1708 17119 Sidewalk RunninSloe 4 S.OB 0.08 1.ST,E 0.5%to 6.0% SSS+9Ld6 -16.52 700.01 1708 1711 landinurninSae 6 5.00 -Q080.1%to 2.0% 515+96.45 -17.51 699.% 1709 1710 Match Existing Cross Slope { 3.91 -Q03 -0.77% Match Existing 1775 615+96.45 -20.36 700.07 1710 1711 Sidewalk Runnin Slope 4 S.170 -Q 13 -260% QS%ta 6.l»6 1716 616ML46 -20.36 699.lb 1711 1712 Ram Running Slope 6 2ffi -0.10 -3.51% 0.5%to 8.3% Ilil 1715 Landing/Turning Space 6 SOO -QOB -LfiO% QI%to 2.0% 1712 1713 Sidewalk Running Sloe 4 LOD -QOl -100% 0.5%to 5.0% 1712 1714 Ram Cross Slope i i00 -QtY3 -LSO% Ql%to 2.0% 1713 1711 Crosswalk Cross Slope - No Yeld Condition S72 -QOB -1.56% 0.0%to 6.0% 1714 1715 Ramp Running Sloe i Lffi 0.11 3.86"/ 0.5%to 8.3% 1715 1716 Ram Runnir Slope 6 SOD -Q 19 -380% OS%to 8.3% 1750 1751 Ramp Runnirg Slope 6 10D 0.30 6.0096 0.5%to8.3% 1750 SiSHLM 16.90 70QM 1750 1756 Gosswalk Goss Slope - No Yield Condition SOD 0.04 Q80% O.t)%to 6.t7,4 1751 615*91M 21.97 7047t 1751 1752 Sidewalk Running Slope 4 1237 0.37 199% 0.5%ta 5.09G 1752 515+9114 31.29 70L 11 1751 1754 Ram Goss Sloe I 6 i0D Q08 1.fiOK 0.3%to LO% 1753 SiSH6.41 i{.21+ 7OL IS 1752 1763 landin urnin Space 6 Sm QO{ 0.801G 0.1%to 2.t7% 1751 615f96.M 21.97 70Q82 1753 1751 Sidewalk Running Slope d 12.37 -Q33 -167% 0.5%to 5.0% 1755 515+9GM 16.97 700.48 1754 ll55 _ Ram Running Slope 6 SOD -Q3t -6.80% QS%to 8.3% _ 1801 1802 Ramp Running Slope 6 6.00 Q3S 7.00% 0.5%to 83% 1801 SI6H37! -20.47 70Q 10 1801 1812 Ram Crass Sloe 6 5.00 -0.02 -0.1D7i 0.1%to 2.t7% lik1Q SlfsNi74 -EL17 700.45 1801 1813 Crosswalk Cross Slope -Veld Condition ---- 6.48 -QI8 -171l9k 0.0%to 2.096 f81B 516M8.74 -IQ17 700.50 1802 18D3 landin urnin Space 6 5.00 QOS L00% 0.1%to 2.0% ltl{ 516r637! •10.57 70107 1802 1811 landin urninq Space 6 S00 -Q03 -0.60% Ql%to 2.0% 18as 516.63.74 -2A28 70115 1803 1804 Ram Running Slope i iS00 Q57 3.80% 0.5%to 8.3% 181I6 SI6N874 -2S.p 700.51 1803 1806 landin urnin Space i SQD Q01 0.20% 0.1%to 2.0% 1807 516+4158 •37.51 700.09 1804 1805 Match Existing Cross Slope 1 372 0.08 2.15% Match Existing 180s 516MQfi0 -42.51 70Q IS 1805 1806 Ram Running Slope i iSOS -Q64 -4.26% 0.5%to 8.3% 18Q9 516H6.63 -42.61 699.9{ 1806 1807 Sidewalk Running Slope 1 IAOD -Q42 -LW% 0.5%to 5.0% 3810 S16d6.5B -37.51 700.05 1806 1611 landin urnin S ace i im -Q09 -180% 0.1%to LO% 1811 516+{37{ -tip 700.12 1807 1808 Sidewalk Running Slope 1 Sf0 0.02 0.3Y.6 0.5%to 6.096 1832 516+38.74 -25.17 70Q08 1807 I810 Sidewalk Goss Slope 1 SOO -Q06 -48096 0.5%to 2.0% 1813 516+34.68 -25.p NJ9.92 180H 1809 _ Match Existing Cross Sloe 1 4.07 4117 -4.18% Match Existing 18W 1810 Sidewalk Running Slope • 5.00 0.11 2.2P.6 0.5%to 5.0% 1810 IHII Sidewalk Running Slope 1 1400 Q37 2.64% 0.5%mS.O% 1811 1812 Ramp Running Slope 6 5.00 -Q 34 -6.80% 0.5%ta 8.3% 1812 1513 Sidewalk Running Slope 1 4.07 -Q 16 -3.93% 0.5%to S.O% P�\191037-000\06-Drawings\06 -Plans\601.dwg 3/7/2022 8:31 PM (IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII illla Dlllp NORTH / 0 5 10 20 GRAPHIC SCALE FL: 695.33' 00+Z2 / I + 0 + 2106 2105 ° ; �I 2107 x x 2104 x x x 2 0 I I J I I I I I I I I I I I — — — —�— — --��L — — — — I I W. BEN ON ST I I I I I I zo11 ! 2012 I I 2010 E IOWA CITY, IOWA DTMSY TMS� 191037 CHECKED BY "El aoo. No FEBRUARY 2022 BPS FI ELDBOOK — 1901 I 1909 2001 zoaz 1908 2003 + I 0049 I V W t la IONS III1740 Lininger Lone, Suite 100 BENTON STREET REHABILITATION building strong communities. N-th Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR MSC L U RETM 319-626-9090 STP-U-3715(669)--70-52 ENGINEERING C`- 00+09 W. BENTON ST I ACCESSIBILE RAMP DETAILS write LEGEND: GENERAL SIDEWALK NOTES TOP OF CURB (TC) ELEVATIONS SHOWN ARE ❑1. SI.EWAL-RAIL TOP OF 1/2' DROP CURB. REFER STANDARD ROAD PLAN PV-105 FOR DROP CURB AT E SIDEWALKITRAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI.220 FOR DETECTABLE WARNING AND a SIOEWALKlTRAIL RAMP PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. CITY OF IOWA CITY SHEET NO S.07 1037-000\06-Omwings\06 - Plans\SOI .dwg 3/7/2022 8:31 PM r-..a w !. l'# ._y CA b M t�l ciHeBz oBawH By IOWA CITY, IOWA rTMS ze.siOHs ' srvtrr no. TMS i91037 -1-0 B. IF- Boor N0 FEBRUARY 2022 BRB FIELDBOOK - I"% 1740 L-rige. Lane, Suite 100 building strong-munitle-: North liberty, Iowa 52317 [, 319-626-9090 M C U R E" BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3775)669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY S.08 ENGINEERING CO. o�lr<v SIDEWALK COMPLIANCE Teg Drive See 5 Sheets ' Does not include curb 1 Staking required by Contracting Authority per Article 2511.03 of the Standard SpeUflntions Refer to tabulation 113-01 for bid quantities. Paint to Point Sidewalk Designation PCC Sidewa8t 2 Distance' .9 Ekwation Slope Acceptable Constructed Range Staking Required anthis quadrant? Measured Sbpe Initials Remarks FOR INFORMATION ONLY: SEDTO DETERMINE DESIGNED SLOPES F1.1'nStation Offset Elevation FT FTPot a Negr1% 1901 1302 Ramp Running Slope 6 5.00 0.10 2.00% 0.5%to 8.3% 1901 617+48.98 33.60 703.38 1901 1908 Ramp Cross Slope i 6.00 0.0! IAO% 0.1%ro2.0% 1902 617+93.98 33.60 703.48 1901 1909 GOsswak Cross Slope - YiNd Condition 5.13 0.0� 1.56% 0.0%to 2.0% 1903 617+88.98 33.60 703.40 1902 1303 WndinB/ruming Space 6 5.00 -0.00 -1.607G 0.1%ro2.0% 1904 617+83.98 33.63 703.32 1902 1lD7 1903 190{ 1903 1906 1901 1906 1905 1906 1906 1307 1907 1908 1908 1909 2001 2002 2001 2014 2002 2003 2002 2014 2003 2004 2003 2006 2003 2013 2004 2005 2005 2006 2006 2007 2006 2009 2007 2008 Landing/Tuming Space Sidewalk Running Slope larding/Turning Space Match Existing Goss Slope Sidewalk Running Slope Wnding/Tuming Spate Ramp Running Slope Sidewalk Running Slope Sidewalk Running Slope Crosswalk Cross Slope - Yield Condition Ramp Running Slope Ramp Cross Slope Ramp Running Slope Wndinq/Tuming Space Landinq/Tumieg Space Match Existing Gass Slope Ramp Running Slope Ramp Running Slope Landing/Tuming Space Match Existing Gass Slope 6 1 6 ♦ ♦ i 6 ! ! - i f f i i ! f f f ! 5.00 5.00 6.00 3.89 5.12 6.00 5.00 1.11 1.11 6.13 7.99 5.00 15.00 5.00 5.00 3-87 I5.00 15-00 5.00 3.97 0.08 -0.a 0.0E -0.04 0.20 0.08 -0.09 -0.01 0.05 0.11 I 0.64 0.06 I 1.22 � 0.08 0.08 0.09 -113 1-65 -0.08 -0.07 1.6036 0.1%to 2.0% -1.60% 0.5%to 5.096 1.60% 0.1%to 2.0% -lA3% Match Existing 3.91% 0.5%to 5.17f6 1.60% 0.1%to 2.0% -1.80% 0.5%to 8.3% -0.90°.6 0.5%to 6.0% 4.50°.6 0.5%[06.0% 2.14% 0.0%to 2.0% 8.01% 0.5%to 8.3% 1.20°.6 0.1%[02.0% 6.13% 0.5%to 8.3% 1.60% 0.1%to 2.0% -1.60% 0.1%to 2.0% 2.33% Match Existing -i.20'% 0.5%to 8.3% 11-00% 0.6%to 8.3% -I1.60% 0.1%to 2-0'% -1.76% Match Exist' 1905 1906 1907 1908 1909 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 517+83.98 37.52 703.28 517+88.98 38.60 703.48 617+93.98 38.60 703.56 517+98.98 38.60 703.47 518+00.09 38.60 703.46 618+36.93 38.61 703.98 S38*38.04 38.61 704.03 518+16.03 38.61 704.67 518+46.16 53.40 705.89 5I8+50.28 63.59 705.98 $18+51.03 38.61 704.76 518+66.00 39.67 706.10 618+66.25 35.66 706.33 618+51-05 33.61 704.67 618+51.09 22.01 704.71 518+51.10 18.89 704.86 S18MA09 22.02 704.62 2008 2009 Ramp Running Slope B 16.00 -1.66 •11.07% 0.5%ro83% 2013 618 N6.06 33.61 701.59 2009 2010 Ramp Running Sbce i 11.67 0.01 0.35% 0.5%ro8.3% 2014 518+38.04 33.61 70/.09 2009 2013 Landing7Tuming Space f 5.00 -0.d -1.f0% 0.1%ro 2.0% 2010 2011 Sidewalk Running Slope ♦ 3.13 0.15 1.79% 0.5%[05.0% 2010 2012 Sidewalk Goss Slope ♦ 6.00 -0A9 -iJ0lL 0.5%to 2.0% 2011 2012 Crosswak Cross Slope - No Kell CArdRial 5.88 -0.M 1.08% 0.0%ro S.OK 2012 2013 Ramp Running Slope 6 11.57 -0.03 -0.26% 0.5%ro8.3K 2013 2011 Ramp Running Slope i 1.00 -0.SO •6.25% O.S%to 8.3% 2101 2102 Ramp Runnin Slope i 4.72 Q21 1.45% 0.5%ro8.3% 2101 518+51.23 -16.60 704.99 2101 2110 Crosswalk Goss Slope - No Yield Condition 5.00 -0.21 i.20% 0.0%ro 5.0K 2102 518+51.21 -21.17 705.20 2102 2303 Ramp Running Slope f 5.00 0.39 7.80% 0.5%ro8.3% 2103 518+56.2/ -21.17 705.59 2102 2105 Landin umin S e 6 1.00 0.06 1.5076 0.1%ro2.0% 2101 618+66.25 -24.13 705.69 2302 2109 Landin umin Sp.. f 5.00 -0.08 -1.60% Q7%roLOK 2105 518+51.26 -26.17 705.26 2103 2301 Match Existing Goss Slope 1 2.97 0.00 0-00li Match Existft 2106 516 t{6.26 -25.19 705.18 2101 2105 Ramp Running Sbce 6 S10 -0.33 -fA7% 0.5%ro8.3% 2107 518N1.25 -24.17 705.16 2105 2306 Landi umin Space 6 5.00 -0.0e •1.i0% 0.1%ro2.OK 2108 618N7.2! -21.18 I05.15 2106 2107 Sidewalk Running Slope / 5.10 -0.02 �.39li QS%ro S.O% 2109 518+46.2/ -21.19 705.12 2106 2109 Landi umin S ace i 1.00 -0.06 -1.3OK 0.1%ro2.0% 2110 518+16.23 -16.50 70/.78 2107 2108 Match Existing Gass Slope ♦ 3.00 -0.01 i.33% Match EAsY 2308 2109 Sidewalk Running Slope ♦ 5.00 -0.03 -O.6t7% 0.5%ro5.0% _ 2109 2110 Ramp Running Slope f l72 -0.34 -7.20% 0.5%ro8.3% P:\191037-000\06-Drawings\06 -Plans\SOl.dwg 3!7/2022 8:31 PM w Ca � -0 I g C) CO FNGINFER oRnwN er IOWA CITY, IOWA TMS TMS 191037 CHECKED BY Nun-K Ho. FEBRUARY 2022 BRB FIELDBOOK -sioNs nao Uninger Lane, Seca l0o North Liberty, Iowa 52317 C building Strong ,p�'. ., .r.-�.�r :s 319-626-9090 M C L U R E- BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669I--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY sHEEr No. S.09 J 7 113 10 04 ]&17 SIDEWALK COMPLIANCE Westgate Street - See S Sheets Goes not i nclude arb 1 Staking required by Contracting Authority per Article 251L03of the Standard Specifications 2 Refer to tabulation 113-0lforbid quantities. - "PCC Distance' -'1 Elevation Slope Acceptable Staking Required Measured FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED r:\IY lu37-0o0\06-Drawin9s\06-Plans\SOl.dwg 3/7/20228:31 PM IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII, Illla DIIIII NORTH 0 5 10 20 GRAPHIC SCALE I i I I I I I I I I — I I I � I 00+09 C un (A) 00 LEGEND: GENERAL SIDEWALK NOTES TOP OF CURB (TC) ELEVATIONS SHOWN ARE ❑1. SIDEWALKFrRAIL TOP OF 112" DROP CURB. REFER STANDARD ROAD PLAN PV-105 FOR DROP CURB AT SlDEWALKfTRAIL LANDING ❑ SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI-220 FOR DETECTABLE WARNING AND ❑ SIDEWALKRRAIL RAMP PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. ENGINEER DBn NBT IOWA CITY, IOWA REVISIONS SHEETNO TMS TMS 191031037 CHECKED BY REI BOOB NO. FEBRUARY 2022 building strong MC C L U REM ao uniN9e. Lobo, S.O.SDae 100 nNonh Liberty, Iowa 52317 319-626-9090 BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR ACCESSIBILE RAMP DETAILS CITY OF IOWA CITY S.10 BRB FIELDBOOK STP-U-3715(669)--70-52 1037-000\06-Drawings\06 - Plans\S01.41" 3/7nO22 8:31 PM V rya nwU { s Y 1 � ., �..... iL Q @ '? '^ { �' %'"� ("3 axwY`n ENGINEER oTM BY IOWA1CITY,9103 IOWA TMS TMS 191037 CHECKED BY FFID BOOK NO FEBRUARY 2022 BRB FIELDBOOK REVISIONS � 17ao Liningar Lana, Sure 100 Ilfi North Li Iowa 52317 building strong communities. 319 26-9090 MCC L U RE" ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-37151669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NO c S' 11 _--- 113-10 041E-17 SIDEWALK COMPLIANCE Fstron Street - See S Sheets Does not include curb 1 Staking required by Contracting Authority per Article 251L03 of the Standard Specifications 2 Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation PCC Sidewalk Distance* AElevation Slope Ac<e ptable Constructed Range Staking Required on this Quadrant? Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNEDSLOPES Point Station Offset Elevation 2 FT FT % Pos. or Neg. 1 % 2400 2401 Crosswalk Goss Slope - Yield Condition 107 QO! 0.79x 0.0%to 2096 _ 2d00 526+58.60 32.9e 753.00 2401 526+58.71 3lf.06 753.D4 zaoz 2403 Ram cross Slope c iao 0.08 1.60f6 a1x to Lox zaoz sz6+la.% 33.00 152.34 2402 2404 Ramp Running Slope 5 490 0.2/ 4.86% a5%to 83% 2403 526+44.71 38.00 752.42 2403 2406 Ram Running Slope i 5.28 0.23 4.3696 0.5x to d3x 2404 526+39.43 33.00 752.58 2404 2405 landinq/Tuming Spate f 5.00 0.07 1.4ff/o al%to L016 2405 526+39.43 38.00 752.65 2404 2406 tandin urnin Space L 5.00 0.07 1.4096 O1%tp LO% 2406 526+34.43 33.00 762.66 2404 2408 Ramp Running Slope 5 10.00 -0.81 -8.1ff,6 0.5%to 8.3°.s 2407 526+34.43 38.170 752.72 2406 2407 Landing/Turning Space 5 5.00 0.07 1.4ff.� Q1%to 20?6 2406 52669.43 23.00 751.77 2406 2411 Ram Runnin Slope ! 15.00 1.23 8.2fflo OS%to 8.3% 2409 526+34.43 19.01 J61.7t1 2406 2407 Unding/Turninq Space i S00 0.07 1.Iffk 0.1%to LO% 2410 526+34.43 23.00 761.84 2406 2410 Ram Runnin 61 e i 10.00 A.81 -8.10% 0.5%to 8.3% 2411 526+41.52 SL% 763.86 2406 2413 Sidewalk Running Slope • 5.00 0.20 4.OS716 0.5% to iox 2412 526+36.52 53.06 763.95 2407 2412 Ramp Running Slope • IS00 1.23 S20% 0.5%to S3% 2.13 526+24.43 33.00 752.85 2407 2414 Sidewalk Running Sloe 1 5.00 O.M l.OP,d 0.5%to SO% Mu 526+24.43 38.00 762.92 2408 2409 Ram Goss Slope 6 6.38 -0.07 -1.31P.f 0.1%ro LO% 2415 526N1.63 57.% 754.06 240R 2410 Ram Cross Slope 6 S00 0.07 1.1046 0.1% to Liz% 11l15 526+37.86 56.04 751.19 2109 2110 Ramp Running Slope • COD 0.1/ 3.50% a5%to&396 2t17 526+19.43 33.25 75291 2411 2/12 Ram Cross Slope • S00 0.07 1.40% 0.1% to LO% MIL 526+19.43 37.09 753.01 2/11 2115 Sidewalk Runnin Slope • S00 0.18 3.60% 0.416 to SO% 2112 2416 Sidewalk Running Sloe • S00 0.24 4.80% 0.5%to S06 N13 2114 Ram Cross Slope ! S00 0.W 1.l0% 0.1%to 20% 2500 526+73.00 32.99 753.39 2413 2417 Sidewalk Running Slope 1 S00 0.06 L20•,f 0.5%to i076 2501 526+72.71 37.99 753.46 2414 2419 Sidewalk Runnin Sloe 1 i00 0.09 1.lOx 0.576 to SO'.6 2502 526+78.00 32.99 753.80 2415 Nl6 Match Existing Goss Slope 1 377 0.13 3.19% Match Existing 2503 626+I8.00 37.99 763.86 2417 2418 Match Existing Cross Slope • 3.iS 0.30 260X Match Existing 2501 526+83.OD 32.99 763.86 2505 526+83.00 37.99 753.90 2500 2501 Ram Crass Slope 6 S02 Q07 1.39% 0.1% to LOx 2506 527+05.60 766.06 2502 2503 LBndinRJTurnin Space 6 S00 0.05 10016 0.1%to 20x 2507 527+05.51 751.94 2504 2505 Landin urnin Space 6 S00 0.05 1.001G 01%to LO% 2506 526+79.02 75122 250D2502RamRunnin51e6SOD0.418.2ff,60.5%to83%2509526+82.92751.3! P47.73 25022504Uandinq/TurningSpace6S000.051.Off.60.1%toLOx 25012503RamRunnin51eii2!039739%OS%to83%23000526+3l.d3761.66 25032505'andinq/TurninSce6S000.061.Off/e23001526+39.43761.71 2506250)MatchExistinCrossSloe!SE40.10-L60°bMatchExistin230@52fi+34.43 751.76 2504 2506 Sidewalk Running Sloe ! 2276 1.19 6.22°b 0.5%to 5.0% 23003 526+39.43 -2050 761.81 2506 2SD7 Sidewalk Running Slope ! 2257 1.04 l.61% 0.5%to 5.056 23004 526+34.43 -25.50 751.81 2506 2509 Match Existing Cross Slope ! 3.90 0.12 3.06% Match Existing 23005 526+39.43 -25.50 751.86 2503 2508 Sidewalk Running Slope 1 9.79 0.37 3.7846 0.5%to S.Of6 23006 526+29.43 -2Q58 751.41 2505 2509 Sidewalk Running Slope • 9.!!l1 0.M 4.49% 0.5%to i0i6 _ 230W 526+29.43 -21.19 751.46 23W8 52b+44.43 -20.50 752.16 23000 23001 Ramp Cross Slope i SOD 0.05 I.Offk 0.1%to Ll7% 23009 526+44.43 -2550 752.21 23000 23002 Ram Running Slope 5 l00 QIO 2.50% QS%ta 83% 23010 526M9.43 -20.66 752.35 23001 23003 Ramp Running Slope 6 I.IA O.MS 2.Sffro 0.5%to 8.39k 23011 516+49.43 -24.04 752.41 23002 23003 _ Landing/Turning S re 6 S00 QOS 1.00°,6 0.1%to LO% 23012 52b+21/3 -2056 751.22 23002 23004 Land in urnin Space 6 S00 0.05 1.00% 0.1%to LO% 23013 526+21.13 -24.23 76L28 23002 23006 Ramp Running Slope / 100 -0.35 -7.00:5 0.5%to 83% 23003 23005 Landing/Turning Space 6 5.00 0.05 1.00% 0.1%ro LO% 23003 23006 Ramp Running Slope 6 5.00 0.36 7.0016 0.5%to 8.3% 23004 23005 Landing/Turning Space 6 5.00 0.05 1.00'.E O1%to LO% 23004 23007 Ramp Running Slope d 5.00 -0.35 -7.00% 0.5%to 83% 23065 23009 Ramp Running Slope • S00 0.35 7.OffA QS%t083% 23006 23007 Ram Cross Slope 1 5.00 0.05 1.00}6 0.1% to LOx 23006 23012 Sidewalk Runnin Slo 1 5.00 -0.19 -3.80% QS%ta SOl6 23007 23013 Sidewalk Running Slope / 5.00 -0.18 -3.6ff/o aSx to SOIL 23008 23009 Ram Cross Slope d 5.00 0.05 1.00% 0.1% to LO% 231708 23010 Sidewalk Running Slope d 5.00 0.19 3.8(T,6 O.S%to 6.ffh 23009 23011 Sidewalk Running Slope 1 5.00 0.20 4, WA 0.5%to 5.ff6 23010 23011 Match Existing Crass Slope 4 3.37 0.06 1.79% Match Existing 23012 23013 Matd1 Existing Cross Sloe 4 3.67 0.06 L63Rf Match Existing P:\191037-000\06-Drawings\06 - Plans\SOl.dwg 3/7/2022 8:31 PM 1 r i V Ca t+Mi :V ^; cn Y t-0 E oa M av IOWA19103 CITY, IOWA TMSr TMS 1 91037 wE«Eoa. fl-B00-0 FEBRUARY 2022 BRB FIELDBOOK REvi SiOHS t740 Lininger Lana, Sude 100 e11' North Liberty, Iowa 52317 C budding Strong communities. 319-626-9090 M C L U R E �+ ENGINEERING C BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-37151669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET HO S.12 13-10 09-18-17 SIDEWALK COMPLIANCE Emerald Street - See S Sheets ' Does not include curb i Staking required by Contracting Au[hodty per Article 2511.03 of the Standard sped fio[ions 2 Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation PCC Sidewalk 2 Distance• -1 Elevation Slope A¢epbhle Constructed Ra nge Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. % 2600 2601 Crosswalk Cross Slope -Yield Condition 500 -0.30 -2.0(P,6 Qffb to 2.0% 2600 527+86.14 -20.52 75G09 2601 527+86.06 -25.52 75599 2ti02 2603 Landin umin Spam 6 8.19 -0.08 -0.98% 0.1%to 2.046 2602 527a61.66 -25.50 75570 2603 2604 landingfluming Space 6 S00 0.09 1.80% 0.1%to 2.0% 2fA3 527+6520 -20.50 755.61 2605 2606 Landin umin 6 S00 0.06 1.2016 Q1%to 2.0% 26D1 527a5S20 -25.50 75571 2602 2604 Lard in umin ace 6 6.46 0.01 0.16% 0.1%to 2. P.G 1605 527+50.20 -20.50 75568 2604 2606 Lan ding/Tuming Spam 6 S00 0.03 0.60°,6 0.1%b2.P% 260G 527+50.20 -25.50 75574 2603 2fi06 Landin umin Space 6 SOD QO6 L20% 0.1%to 2.a/6 2607 527+45.20 •1691 75548 2607 2608 Ram Goss Sloe 6 S17 0.07 1.36% 0.1%ro2.016 2608 527+50.20 -18.20 75555 2608 2609 Ram Orion Sloe 6 S00 -0.05 -S.Ot7,6 Ql%to 2.096 2609 527+45.20 -ID.20 75550 2605 2610 Ram Cross Slope 6 S00 -0.06 -1.00% 0.1%ro2.P% 2610 527+45.20 -20.50 75563 2607 2609 Ram Runnin Slo • L29 Q02 1.55% QS°.6 to 8.3% 2611 527+1520 -25.50 75571 2609 2630 _ Ram Runnin Slo 6 230 Q13 5.65% 0.5%to 8.3% 2612 527a58.60 -39.01 ISSOS 2608 2605 Ram Runnin Sloe 6 230 0.13 5.65% O. Sk to 8.3% 2613 527+53.60 -38.94 75533 2606 2611 Land in 'Tumin ace 6 S00 -0.03 -0.6096 0.1%ro2.0% 2614 527a40.20 -20.46 75558 2610 2611 Land ing/Tuming Spam 6 S00 0.08 1.60% 0.1%to LD°k 2615 527+40.20 -24.38 755.66 2612 2613 Ram Goss Sloe 6 S00 QOB 1.601G 0.1%to 2.046 2616 527a58.57 -44.01 754.99 2604 2612 Ram RunningSlope 6 13.94 -0.66 -1.73%to 2617 527+54.79 -43.96 75Q96 2606 2613 Ramp Running5lope 6 13.86 -0.61 -4.40°A 0.9%to 8.3% 2614 _ 2615 Match Exis[in Cross Slope 4 392 0.08 LO4% Match Existing 2700 528a04.54 -29.23 75609 2630 2614 Sidewalk Runnin Slo 4 S00 -0.06 -1.00°6 0.5%to 510% 2701 528+12.70 -2Q 64 751129 2611 2615 Sidewalk Runnin Slo / S12 -QOS -0.98% 0.5%to 5.0% 2702 528+17.70 -2Q47 75633 2616 2677 Alatch Existing Cross Slope 1 i7♦ -Q03 -0.79% Match Existing 2703 528+23.45 -TO 38 756.50 2612 2616 Sidewalk Runnin Slo / SOD -fl06 -1.20X 0.5%[o SO% 2704 528a23.51 -M3D 75651 2613 2617 Sidewalk Runnin Slo ♦ S]G -fl 17 -529% CON to SO% 2AY5 528+17.75 -24.17 75637 270f 528+19.45 -z9.0 75626 270D 2701 Landinourning Sp- 6 12.04 0.19 1.58% Q3%ro2.0% 2707 528+19.36 -36.86 75584 2701 2709 Landin umin Sam 6 8.D6 -0.12 -1.35% 0.1%to 2.0K 270D 528all.40 -3677 76587 271R 2706 Landin umin Space 6 lW 0.04 LOOX Ql%to ZO% 270! 528+ll.49 -29.32 75616 2705 2706 LandingfTurni n Spare 6 S92 -flit Ql%to 2.0% 2710 528a27.51 -2133 756.66 27W 27W landing/Tuming Spam 6 692 fl07 LO3% 0.1%bZ0% 27ll 5I8+27.56 -XIt37 75662 2701 2702 Landing[Turning Space 6 SOO QOS 1.00% Ql%bLOli 27fl9 2706 Landin umin 6 �% 0.30 1.28% QS%bL0% 2DOOD 527+4520 1tk50 75SD1 2703 I701 Ramp Goss 51 em i tW 0.01 LOWk Ql%bL0% 7100! 52N50.20 16.50 75592 2702 2703 Ram Runnin Slo 6 S% 0.17 L95% 0.9%to D3% 2g0� 527+4520 35.00 75693 2705 270/ Ramp Runnin Slope 6 S76 0.17 Z95% QS%bD3% ?DOOR 527+SA20 35.00 757.00 27f)d 2707 Match Fxis[in Cross Slope 6 -0.03 -0.38% Metch &istin 28061 527N5.20 40.00 757.01 2709 270g Ram Runnin Slo i 7.15 -Q 29 -3.89% 0.5%to 8.3% 28005 527+50.20 40100 757.08 2706 2707 Ramp Running Slope 6 7.15 -0.42 -5.64% 0.9%b8.3% 28006 527+30.20 35.93 75558 2711 2710 Mach Fxistin Goss Slope 1 39E 0.0E 1.02% Match Fxistin 28007 52A30.20 39.53 75572 2703 2711 Sidewalk Runnin Slo • 110 Q32 293% Q9%b SO% 28008 527+65.20 35.82 758.35 2704 2710 Sidewalk Runnin Slo t l00 fl12 3.00% a5%bs.o% 28000 527+8.20 39.82 758.43 28000 2D001 Ram Goss Slope ♦ S� flll 2.20)< QI%to 2.0% 28002 28003 landin umin am 6 S00 0.07 1.10% Qi%to LO% 28004 28005 Landin umin am i SOD 0.07 1.40X 0.1%[o 2.09f 28000 28002 Ram Runnin Slo 6 1E.50 1.12 ti05% 0.5%to 8.3% 28001 28003 Ramp Runnin Slope 6 18.50 1.06 5.64% 0.5% to 8.3% 28002 2800/ landin umin t SOO 0.08 1.60% Ql%to 2.0% _ - 28003 28005 landin umin m 6 S00 0.08 1.60% 0.1%bZO1k 28000 28007 Match Existing Cross Slope D 3.60 0.14 3.89% Match Existing 2800T 2800G Ram Runnin Slo 6 15.03 -1.35 -8.98% 0.5%to 8.3% _ 28004 2>D307 Ram Runnin Slo 6 15.01 -1.29 -8.59°,6 0.5%to 8.3% 2800R 283fY3 Match Existing Cmss Slope i 0.0L1 0.08 L00°,6 Match _ P�\191037-000\06-Drawings\06 -Plans\SOl.dwg 3/7/2022 8:31 PM IIIVIq�pq�'' Illlla DIIIII a� NORTH NORTH I 0 6 10 20 0 S 10 20 - o- -o 0 GRAPHIC SCALE GRAPHIC SCALE 0 W. BE TON ST ° 3005 3006 / 3001 3007 / o 3002 3004 2913 / 3008 3003 � 2914 ° \ 2802 I \ � 2803 2901 15 2912 3009 3000 \\\ \\\ 3011/ 2804 2801 2910 2815 —_----- 2902 2909 -- 2903 3010 \\ \\ i 2806 2808 28131 2814 2904 1Z / \\ 3101 2807 0+66 + 3100 2905 2908 / 2906 2907 i 2809 2812 � / 3103 0 i 2810 2811 � / 1 2 m i Z / W G i I CD / � ; LEGEND: GENERA SIDEWALK NOTES 1. TOP OF CURB (TCYELEVATIONS SHOWN ARE ❑ SIDEWALKITRAIL TOP OF 112' DROP - RB. REFER STANDARD ROAD PLAN PV-tOSOR DROP CURB AT a SIDEWALKITRAIL LANDING SIDEWALK DETAILS:' 2. REFER TO STANDARD ROAD PLAN MI-220 SIDEWALKrrRAIL RAMP FOR DETECTABLE WARNING AND PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. R SIONS ENGINEER aRawN Rr IOWA CITY, IOWA TMS TMS 191037 1740 Uninger Lane, Svite 100 BENTON STREET REHABILITATION ACCESSIBILE h Li building strong communities. Nortbony, Iowa 52317 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY M�CLURE" S.13 CHECKED BY HELD ROOK No. FEBRUARY 2022 � 319-626-9090 BRB FIELDBOOK STP-U-3715I6691--70-52 ?1037-000\06-DrawirwW6 - PI—\S01.dwg 3/7/2022 8:31 PM n•.a CWi t`�+n a e 0r-� [p I • F p p ( ,;? •'" • BJGe+EEe Ow,wH Br IOWA CITY, IOWA TMS TMS 191037 c K.. BY nEID BOOK NO. FEBRUARY 2022 BRB FIELDBOOK �s �y 1740LiningerLane,Suite100 North Liberty, Iowa 52317 building 61rOr19 `n rp U131fIf;5. 319-626-9090 MCC L U R E" ENGINEERING CO. BENTONSTREETRENABILITATION MORMON TREK TO GREENWOOD DR STP-U-37151669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NO. S. 4 1131fI 04-18-17 SIDEWALK COMPLIANCE Denbigh Drive -See Siheets Does not include arb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications 2 Referto tabulatipn 113-01 forbid uantities. Point to Point Sidewalk Designation PCC Sidewalk Di stanrP' -\Elevation Slope Acceptable Constructed gauge Staking Required on this Quadrant? Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USEDTO DETERMINE DESIGNED SLOPES Point Station Offset P:\191037-000\06-Orawinps\06 - Plans\SOl.dwg 3/7/2022 8:31 PM 7-1 D�s not indude curb SIDEWALK COMPLIANCE See 5 Sheets VALUES FOR USED @1GINftR DMWN RY IowA cln, IowA TMS TMS 191037 GHECREDsr nElnRooRNo. FEBRUARY2022 BRB FIELDBOOK REVISIONS 1740 Lininger Lana, Suite 100 North Liberty, Iowa 52317 C bUIIf�If1C]Sf1-0�19CO171I1'1Ufilli@5. 319-626-9090 M C L U R E ry BENTON STREET REHABILITATION MORMONTREKTOGREENWOODDR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OFIOWACITY SHEETNO. S.15 _ 1 1. A 1 1 � rr DESIGNED SLOPES 0o a®�m�■���� �m��m P:\191037-000\O6-Drawings\06 -Plans\SOl.dwg 3/7/2022 8:31 PM I I I I I r I , I I I , � ( I I , I I I I I I I I I I I I W. BENTON �T I I I I�p�a D'lllll NORTH 0 5 10 20 GRAPHIC SCALE OQ+ZZI. I I I PROTECT PROP SED �+�I SIGNAL POLE q r-1 I N .»,- :._ LEGEND: GF C SIDEWjALK NOTES I 1., TOP OF CURBfPC) ELEVATIONS SHOWN ARE W SIDEWALKlTRAIL „'-TOPOFI/2"PR CURB. REFERSTANDARD N 94 4 I OAD3425 DESFOR DROP CURB AT SIDEWALKITRAIL LANDING SIDEWALK Z 2, REFER TO STANDARD ROAD PLAN MI.220 FOR DETECTABLE WARNING AND In�__ SI.EWAL-RAIL RAMP PEDESTRIAN RAMP ETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. e+tr� oenwri er IOWA CITY, IOWA 4�tlora III ' Ir.-T .11 TMS TMS 1740 Uninger Lana, Sucre 100 BENTON STREET REHABILITATION ACCESSIBILE 191037 building strong communities. North Liberty, Iowa 52317 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY c�aao er aen eoac no. FEBRUARY 2022 319-626.9090 MCC L U RE' C L C.16 BRB FIELDBOOK STP-U-3715(669)--70-52 ENGINEERING CO. 1037-000\06-Drawings\06 - Plans\S01 Ad g 3/7/2022 832 PM + -A Y i m E c NEER IOWA CITY, IOWA TMS IOWA 19to37 CHECKED BY F- BOOK No. FEBRUARY 2022 BRB FIELDBOOK rEY610Ni � II'� 1740 ❑ningor Lane, Suite 100 building Strong nmunities. North Liberty, Iowa 52317 M C L U R E "' 319-626-9090 ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-37151669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY snEEi No S.17 113-70 (Yi-]8-17 SIDEWALK COMPLIANCE Sunset Drive -See S Sheets Does not include curb 1 Staking required by Contracting Authority per Article 251L03 of the Standard Specifications 2 Refer totalwlation 113-01 for bid quantities. Point to Point Sidewalk Designation PCC Sidewalk 2 pistance` \Elevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Nei. % 320D 3201 Crosswalk Uoss Slope - No Yield Condition 5.00 -0.07 -1.40f6 0.0%to 5.0% 3200 641+80.12 Q00 757.06 3201 541+75.12 0.00 7559g 3202 3203 Ram Cross Sloe 6 5.03 -0.08 -ls9% 0.1%to 2.0% 3202 541+i3D.12 -17.01 75680 3202 3204 Ramp Cr- Slope 6 5.00 -0.04 -O.BQM 0.1%to 2.0% 3203 541+75.12 -16.50 756.72 3205 320E Lan din urnin Spare 6 5.00 QOS L6D'M 0.1%to 2.0% 3204 541+75.12 -17.01 56. 77E 3205 3207 Lan din urnin Space 6 1.30 Q02 L54% 0.1%ro107k 3205 541+80.12 -19.50 756.84 3208 3209 Landing/Turning Space 6 4.70 -O.Ofi -L28% 0.1%ro LO% 320E 541+75.12 -19.50 75692 3202 3205 Ram Runnin Slope 6 2./9 QOl 1.61% 0.5%to 8.3% 3207 541+53.12 -20.33 756ffi 3203 3204 Ram Running Slope 6 0.51 Q04 7.84X 0.5%to 8.3% 3208 511+75.12 •24.50 757.00 3204 320E Ramp Running Slope 6 149 0.1E 6.43% 0.5%[08.3% 3209 541+79.75 -25.14 75694 320E 3208 Landin urnin S ce 6 5.00 0.G6 1.60X 0.1%to 2.0% 3210 101+M.34 •23.39 757.25 3207 3209 LandinglTurni ng Space 6 5.00 0.0E 1.fi076 0.1%to 2.0% 32I3 301+71.34 -22.55 757.34 3210 3211 Ramp Goss Sloe 6 5.09 Q09 S.Y2'M 0.1%to 2.0% 3212 101+74.34 -23.39 757.33 3210 3212 Ram Goss Sloe 6 5.00 0.08 1.60M 0.1%to 0M 2 3213 101+69,34 -25.56 757.40 3213 3214 Wnding/-turning Space 6 5.00 QOB l.Fi(P6 0.1%to 2.0% 32U 301+74.34 -25.56 757.48 3213 3215 tandin urnin Spare 6 1.64 002 1.22% 0.1%to 2-0% 3215 101+68.34 -26.86 757.42 3216 3217 Landin urninq Space 6 4.7E -0.06 -L25i 0.1%to 2.0% 321E 301+74.70 -30.55 757.5E 3210 3213 Ram Running Slope 6 2.17 Q15 [91% 0.5%to 8.3% 3217 101+7Q07 -31.55 757.50 3231 3212 Ram Running Sloe 6 0.84 -0.01 -119% 0.5%ro8.3% 3218 541+66.69 -30.06 757.14 3212 3211 Ram Runnin Slope 6 2.17 0.1S 6 .lIX O.S%to 8.3% 3219 541+ffi.69 -24.71 757.30 3214 321E Lan din urnin Space 6 5.00 QOR L�'K 0.1%to 2.0% 3220 101+91.29 -26.76 75875 3215 3217 Landin urnin Space 6 5.00 0.0E Li971f 0.1%to 2.0% 3221 101+91.29 -34.60 75d77 3207 3215 Sidewalk Running Sloe 4 21.15 QSfi 2.0% 0.5%to 5.0% 3209 3217 Sidewalk Running Slope ! Y.it 05: 3.43% O.S%to S.0% 33t3U 101+69.34 Q00 756.83 3218 3219 Match &istin Cross Slope 4 4-66 0.36 3.diX Mach Existin 3301 101+74.34 0.m 757.07 320E 3218 Sidewalk Running Slo 4 RM Q22 2.61% 0.6%to 5.0% 3302 542+73.14 -21.11 75i97 32� 3219 Sidewalk Running Sloe 4 tQ Q3D 3.56% 0.5%to 5.0% 3303 542+7g,q! -21.00 75387 3220 3221 Match Existie Cross Sloe ! 7.85 -0.01 -0.13% Match Existin 330/ 542+78.44 -21.11 75388 3214 3220 Sidewalk Running Slope d 17.aS 130 7.62% 0.5%to 5.0% 3305 542+73.44 -29.00 754.60 321E 3221 SMeBeelk Running Slope 4 37.56 L21 6.ti996 0.5%to 5.09E 330E Sl2+70.M -29.00 754.54 --_- 3307 542+73.14 -34.00 754.68 330D 3301 Crosswalk Goss Slope -NO Yield Condition 5.00 0.24 4.80°M 0.0%to 5.0% 3308 642+75.44 -34.00 754,62 3309 101+69.34 23.01 75625 3302 3303 Ramp Crospace s Sloe 6 5.00 -0.10 -2.OPM 0.1%to Z.O°.5 3310 101+76.34 22.50 7563E 3302 3301 Ramp Cr- Slope 6 5.00 -0.09 -1.80°M 0.1%to 2.0% 3311 101+74.34 23.01 75633 330E 330E ardin urnin 5 6 5.00 -0.06 -1.20M 0.1%to 2.0M 3312 101+69-34 26.00 756d9 3307 3308 'arding/Turninq Spas 6 5.00 -0.06 -1.20M 0.1%to 2.0% 3313 101+74.34 26.00 75655 3302 330E Ram Runnin Slope 6 7.89 Q63 7.96% 0.6%to 8.3% 3314 101*69.34 31.00 76667 3303 3304 Ram Running Slope fi 0.11 0.01 9.09°M 0.5%to 8.3% 3315 301+74.34 31.00 75663 3304 3306 Ram Running Slope fi LB9 Q66 8.37°M 0.5%to S.3% 331E S4b87.44 -27.00 754.32 3305 3307 landin umi Space ng 6 S.OD 0.08 1.60<f6 0.1%to 2.09E 3317 642+gg_62 -32.00 754.40 330E 330E Lan din umi ng Space fi 5.00 0.0E 1.fi0X 0.1%to 2.09E 3318 101+83.22 26.12 75847 3309 3330 Ramp Uoss Slope fi 5.03 0.09 1.79X 0.1% to LO% 3319 101+53.31 30.7E 758.55 33093311 Ramp Cross Slope fi i00 0.0E l.fi(PM 0.1%ro LO% 33211 101+98,08 2638.00 75&52 3312 3313 Landin urni Space fi 5.00 0.0E 1.209E 0.1%ro2.0% 3321 101+98.08 31.07 75862 3314 3315 Landin urnin Space 6 5-00 Qt) 6 1.209E 0.1%ro2.0% 3309 3312 Ramp Running Slope 6 L99 0.2/ 8.03°M 0.5%to 8.3% 3310 3311 Ram Running Slope fi 0.51 -0.01 -1.96°M 0.5%to 89% 3311 3313 Ramp Running Slope 6 299 0.22 7.36% 0.5%to 8.3% 3312 3311 iandin urnin re Spa 6 5.00 QOB 1.60°M 0.1%ro2.0% 3313 3315 Landin urni S ng 6 5.00 QOB 1.60% 0.1%to 2.0%3305 3312 Ram Running Slope 6 26.75 L89 7.W°M 0.5%[08.3% 3307 3314 Ram Runnin Slope 6 15.92 189 9. 99% 0.6%[08.3% 331E 3317 Sidewalk Cross Slope ! 5.00 QOB 1.609E 0.5%to 209E 330E 331E Sidewalk Running Slope d 9.47 -0.22 -2.32°M 0.5%to 5-0% 3308 3317 Sidewalk Running Slope d 30.65 -0.22 -2.076 0.5%to 5-0% 3318 3319 Land ing/Tuminq Space 4 5.00 0.0E L6PM 0.1%tO LO% 3313 3315 Ram Running Slope 6 18.74 L92 50.26% 0.5%to 8.3% 91037-000\O6-Drawings\06 - Pions\SOl.dwg 3/7/2022 8:32 PM r•+a O .... @@ � y�vrl�i y } i .�1 $•'•� :n ENGINEER Duvet BY IOWA CITY, IOWA TMS TMS 191037 CHECKED BY nE1D BOOR NO. FEBRUARY 2022 BRB FIELDBOOK zEvisior.s ' 1740Lining.,Lane,Suita100 North Liberty, Iowa 52317 bUIIdIOJ 51fOr19 )11f13Ur11t1E5. 319.626-9090 MCC L U R E- ENGINEERING Co. BENTONSTREETREHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY S-TNo S.18 113-10 0{ 18-17 SIDEWALK COMPLIANCE Sunset Drive - See S Sheets • Does not include orb 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications 2 Refer to tabulation 113-01 for bid Quantities, Point to Point Sidewalk Designation _"PCC Sidewalk 2 Distance' >Elevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNEDSLOPES Point Station Offset Elevation FT FT % Pos. or Neg. % 3100 3p1 Crosswalk Cross Slope -No Yield Condition SOD -0.07 -1.40% 0.0%tO 6.0% 34[X7 300+94.44 0.00 755.37 3401 100+89.44 0.00 755.30 3402 3403 Ram Cross Slope 6 5.13 0.26 4.65.fi 0.1%to 2.0% 3402 541+80.12 29.86 756.28 3102 3404 Ram Crass Slope 6 SOD 0.09 1.80"% 0.1%to 2.096 � 3403 541+75.12 28.76 756.52 3405 3406 Landing/Turning Space 6 5.00 0.08 1.60% 0.1%to 2.0% 34Us 541+75.12 29.86 756.37 3405 3407 Wndi urnin Space 6 201 -0.02 -100% 0.1%to 2.0% 3405 SdH80.12 33.81 756.00 3406 3409 Landin urnin Space 6 5.01 -0.09 -180% 0.1%to 2.0% 3406 541.75.12 33.81 756.08 3402 3405 Ram Running Sloe 6 3.95 -0.7E -7.0996 0.5%to 83% 3407 S41+81.12 35.56 755.98 3163 3404 Ram Running Sloe 6 1.10 -0.15 -13.64% 0.5%[08.3% 7406 561+71.33 39.75 756.16 3104 3406 Ramp Running Slope 6 3.95 -0.H -7.34% 0.5%to 8.3% 3409 541+19.13 dO.3S 756.07 3406 3408 Landin urnin Space 6 SOD 0.08 1.6096 0.1%t02.0% 3410 100+94.d4 •30.22 755.13 3407 3409 Landi nq(Turnin 5 xe 6 5.00 0.09 1.80'% 0.1%to 2.0% 3411 300+89.44 -22.28 75515 3610 3411 0.artt Cross Slope 6 5.81 -Q28 -4.82% 0.1%to 2.0% _ 3412 100+89.46 -30.22 75536 3410 3412 Ram Cross Slope 6 5.00 -0.07 -140% 0.1%to 2.0% 3413 100+94.44 -3292 755.62 3413 3414 tandingji'urninq Space 6 5.00 -0.05 -L00% 0.1%to 2.0% 3414 300+89.44 -3292 755.57 3113 3416 Landin urnin Space 6 3.61 0.04 1.04% 0.1%to 2.0% 3415 100+9d.44 -36.76 755.66 3416 3417 Landin urnin Space 6 S06 0.09 1787i 0.1%to 2.0% 3416 300+86.92 -3723 75565 3410 3413 Ram Running Slope 6 2.71 0.19 7.01% 0.5%to 8.3% 3417 100[90.96 -10.31 75Sx 3411 3412 Ram Running Slope 6 294 0.23 7.1f% 0.5%to 8.3% 3418 541+71.18 33.50 756.1K 34II 3414 Ramp Running Slope 6 271 0.21 7.74% 0.5%to 8.3% 3419 541+7L18 38.50 756.32 3414 3416 landi urnin S xe 6 S00 Q08 1.60% 0.1%to 2.0% 3420 541+56.18 33.50 75i.M 3415 3417 Landin urnin Space f 100 0.09 L60% 0.1%to 20% 3421 541+56.18 38.50 75692 3l07 3415 Sidewalk Running Sloe ! 8.66 -0.32 -370% QS%to 5.076 3422 541+41.18 36.02 757.52 3409 3417 Sidewalk Runnin Sloe ! 6.91 40.33 -4.78% 0.5%to S.O% 3423 541+42.18 39.90 757.55 3419 3419 Sidewalk Goss Slope ! S00 0.08 1.60% 0.5%to 2.0% 3424 100+50.01 -29.66 754.59 3406 341E Sidewalk Running Sloe • i% 0.16 4.04% 0.5%tn 5.0% 3425 100+60.01 -33.66 751.53 3408 3439 Sidewalk Running Sloe • 116 0.16 5.09% 0.5%to 5.0% 3420 3421 Sidewalk Goss Slope 1 SOD 0.0E 1.60% 0.5%to LIY16 3500 542+73.44 0.00 753.93 341E 34I0 Sidewalk Running Sloe { 15.00 0.60 4.00"h 0.5%to 6.0% i 3501 542+78.44 0.00 753.51 3Q9 3421 Sidewalk Running Slope { 15.00 0.60 4.00°.6 0.6%ta 5.0% 3502 542+73.4! 24.69 753.27 3422 3123 Mach Existing Cross Slope ! 3.89 0.03 0.77% Match Existing 3503 54N79.44 2dA1 753.45 3410 3422 Sidewalk Running Sloe 4 15.60 0.6E 4.36% 0.6%to 6.0% 3504 542+78.44 24.69 753.21 3421 3423 Sidewalk Running Slope 4 15.35 0.63 l.1P,6 O.S%to 5.0% 3505 542+73.44 29.02 75157 3424 3426 Match Existing Goss Slope 4 3.90 -Q06 -154% Match Existing 3506 542+78.44 29.02 753.61 3{]4 3121 Sidewalk Running Slope d 31.Q -0.98 -3.12% 0.5%to 5.096 3507 542.71.95 30.10 753.W 3416 342S Sidewalk Running Slope 6 28.% -L 12 -387% 0.5%to 6.0% 350E 542+78.65 34.01 753.59 3509 542+73.78 35.05 753.6E 35W 3501 Crosswalk Cross Slope - NO YfeI•Corldition S00 -0.12 -84096 0.0%to 5.096 3510 i00r91M 30.17 754.06 3611 30M89.M 26.9E 75134 3502 3503 Ram Cross Slope i SOS 0.1E 3.55".6 0.1%to 2.0% 3512 100.89.44 30.17 751.12 3502 350/ Ram Goss Slope 6 S00 -0.06 -L20% 0.1%to 2.0% 3513 100+94.44 32.70 753.% 3505 3506 Ram Cross Slope 6 S00 -0.Cb -120% 0.1%to 2.0% 3511 100+89.44 32.70 751.04 3505 3507 Landi ngJTurning Space 6 2.03 0.03 1.45.E 0.1%to 2.0% - 3515 100+94.44 37.30 T3.92 3606 3509 Landi urnin ace G 6.00 0.09 1.80% 0.1%tO 2.0% 3516 100+86.73 36.90 754.09 3502 3505 Ram Running Slope 6 432 0.30 6.91% 0.5%to 8.3% 3517 100+90.48 10.35 J54.00 3503 35W Ramp Running Slope 6 0.66 -0.24 -3529% 0.5%to 8.3% 351E 542p9.29 29.00 753.52 3504 3506 Ram Running Slope 6 4.32 0.30 6.94% 0.5%tO 8.3% 3619 542+79.29 34.00 753.60 3506 350E Lan di nq/Tuming Space 6 5.00 0.0E 1.61Pk 0.1%to 2.0% 3520 100+78.59 29.50 754.21 3507 3509 Landin urnin S ace 6 5.00 0.0E 1.60% 0.1%t02.0% 3521 100+78.59 34.60 754.29 3510 3511 Ram Cross Slope 6 5.94 0.2E l.71% 0.1%to 2.0% 3522 100+73.59 29.95 75{.35 3510 3512 Ram Goss Slope 6 SOD 0.06 1.20% 0.1%io 2.0% 3523 100+73.59 33.80 75{.36 3513 3511 Ram Cross Slope 6 5.00 0.06 0.1%to 2.0% 3413 3515 Landin urnin S ac 6 4.60 -0.06 0.1%to 2.076 3516 35ll Landin urnin S ace 6 S12 •Q09 QI%to 2.t7f6 3530 3513 Ram Runnin SI opee 6 2.53 -Q08 P116% 0.5%to 8.3% 3511 3512 Ramp Running Slope 6 3.19 -0.22 0.5%to 8.3% 3532 3531 RamRunninSloe 6 253 0.5%to8.3% 3415 3517LandinurninSace 6 S00 0.0E 0.1%to ZO% 3516 3516 LandinTurninSace 6 6.W 0.05 0.1%to 20% 3507 3515 Ram Running Slope 6 6.00 0.32 5.3376 0.5%to 8.3% 3509 3517 Ram Running Slope 6 4.50 0.32 7.11% 0.5%to 8.3% 351E 3519 Sidewalk Cross Slope d S.W QOB 1.60f6 0.5%t02.0% 3506 3312 Sidewalk Running Sloe ! 0.ffi 0.01 1.18% 0.5%to 5.0% 3506 3619 Sidewalk Running Sloe ! 0.64 0.01 1.5696 0.5%ta S.0'f6 _ 3520 3521 Sidewalk Cross Slope ! S00 0.0E 1.6016 0.5%to LO% 3514 3520 Sidewalk Running Sloe ! 11.Q Q17 1.48% 0.5%to 5.0% 3516 3521 Sidewalk Running Sloe 4 8.60 Q20 2.33% 0.5%to 5.0% 3522 3523 Match Existing Cross Slope { iffi 0.01 0.26% Matrfi Existin 3520 3522 Sidewalk Running Sloe { S02 0.11 2.79% 0.5%tO 6.0% 3521 3523 Sidewalk Running Sloe { SO6 0.07 1.39% 0.5%to 6.0% Pr\191037-000\06-Drawings\O6 -Plans\SOl.dwg 3/7/2022 8�32 PM fV C tV ZE C" c . � �1 ". s ! j'. '1'y t,hi ENcwEEx BnwN BY IOWA CITY, IOWA TMS DTMS 191037 cNEot w FIELD Boo. No. FEBRUARY 2022 BRB FIELDBOOK EEHS+s �► 17ao unin9er LOno, Suite loo 11I' i North Liberty, Iowa 52317 building strong nmUnrfies. 319-626-9090 MCC L U R E'" ENGINEERING C' BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NO S. 9 113-f0 0/-1&17 SIDEWALK COMPLIANCE Streb Street -See S Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications 2 Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation _ PCC Sidewalk 2 Distance' �\Elevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USEDTO DETERMINE DESIGNED SLOPES Paint Station Offset Elwatlon FT FT % Pos. or Neg. 5000 5001 Crosswalk Qou Slope -No Yield Condition 5.00 -0.04 -0.8D36 0.096 to 5.0% 5000 515+25.80 -25.50 741.59 5001 505+25.91 -20.50 )41.5; 5002 5003 Ramp Cross Slope 6 6.18 -0.01 -0.16% D.1%to LO% 5002 SIS+1L92 -25.50 71L63 5003 5004 Ram Cross Sloe 6 5.00 0.06 1.6046 0.1%io 2.0X 51703 5/5+0837 •20.50 711.62 500; 5006 landing/Tuming Space 6 5.00 D.O6 1.60i6 0.1%to 20% 5004 515t1d37 -25.50 741.70 5007 SOOg Landin umin ace 6 5.00 0.06 1.60% 0.1%to 2.0% 5005 545+0137 -20.50 741.70 5002 SOOd Ram Running Slope 6 3.55 0.07 1.9796 0.5%to 8.3% 5006 545+03.37 -25.50 NL78 5004 ;0p6 Ramp Running Slope 6 5.00 0.08 1.60% 0.;%to 8.3% 5007 544,98.37 -20.50 71L76 5003 SODS Ram Running Slope 6 S.OD 0.06 1.60% 0.5%to 8.3% 5008 544-98.37 -2550 741.84 500; 5007 landin umin ace 6 5.00 0.06 120% 0.1%to LO°4 5009 544+83.37 -20.50 711.% 5006 50� Landin umin ace 6 5.00 0.06 1.217% 0.1%to 2.OX 5010 544+93.37 -25.50 712.07 5009 5010 Sidewalk Cross Sloe 4 5.00 0.08 1.60:6 0.;%to 2.096 5007 5009 Sidewalk Running Slope d iSOD 0.23 1.53% 0.;%to S.O°� 3600 545+39.44 -75.50 71L38 500R 5010 Sidewalk Running Slope 4 ISOD 0.23 1.53% 0.5%to 6.0% 3601 545+42.94 -20.50 711.34 3W2 545+42.99 -2;.;0 711/2 3600 3601 Ramp GossSlope 6 6.1E -0.d -0.65% 0.1X to 2.0!6 3603 545+45.49 -20.50 71138 3601 3602 Ram Cross Sloe 6 5.00 0.08 160% 0.1%to 2.0% 3606 545M;.49 -25.50 71116 3603 360/ Landi nq(7uminq Space 6 ;.DO 0.08 1.60'.6 0.1%io 2.014 3605 545-50.49 -20.50 711M 3605 3606 Landi umin am fi 5.00 0.08 1.60% 0.1%to 2.OX 3606 515+50.49 -25.50 711.52 3600 360I Ramp Running ;lope fi 3.5; 0.04 1.13% 0.5%508.3% 3607 545*70.18 -28.43 7/2.42 3602 3604 Ram Running Slope fi 2.50 0.04 Lfi0% 0.5%ro8.3X 3608 545+70.18 -33.43 7/2.50 3601 3603 Ram 3unnin Slope 6 2.50 0.04 1.6096 0.5%to 8.3% 3609 5I5«75.18 -28.43 712Q 3603 3E0; Landin umin Space fi 5.00 0.06 1.2096 O.IX to 2.0% 3610 515+7518 -33.31 7/2.i3 3604 3606 Landi umin fi 6.00 0.06 1.20% 0.1%to 2.0% 3511 515+12.81 -37.06 711.93 3607 3608 Landin umin ace 6 5.00 0.08 L60% O.I%m LO% 3612 515-Q.i1 -A.K JYZOl 3605 3607 Ram Running Slope fi 2L23 0.96 1.62% 0.5X to R3% 3613 SISN7-71 -12.06 711.99 3606 3608 Ram Runnin Slope fi 2123 0.96 1.62% 0.5%to 8.3% 361/ SISv47.61 -42.16 712.08 3fi09 3610 Match Existing Cross Slope 6 4.88 0-06 123fi Match Existing 3607 3609 Landi n umin aoe 6 5.00 0.03 LW36 0.1%to 2.0°,fi 3W8 3610 landin umin ace 6 500 0.03 Qfi0% 0.1%to 2.0% 3611 3612 landinq/Tuminq Spas 6 5.00 D.a L60% 0.1%to 2.0°.6 3604 3611 Ram Running Slope 6 ILffi O.Q 3.967k 0.5%to 6.3% 3606 3612 Ram Running Slope fi 11% 0.19 I.LWi D.;%to 8.3°,6 3613 3614 Match Exis[i tross Sloe 6 4.90 0.09 LE!% Matdt Existin 3611 3613 Landi umin ace 6 5.00 0.06 LIO1L 0.1% to 2.0f6 3612 3614 Landl umin are fi 5.00 0.07 1.10% QIX to 2.0% P:\191037-000\06-Drawings\06 - Plons\501.dwg 3/7/2022 6:32 PM Cz= 1. tv a.,,� PV Y C-) �t7 ENGINEER DRAWN BY IOWA CITY, IOWA TMS TMS 191037 CHECKED BY REM Boot No. FEBRUARY 2022 BRB FIELDBOOK RETnIONS mar 17ao Liningor Lana, Suite too North Liberty, Iowa 52317 building strong COOlr1lUOltl28. 319-626-9090 MCC L U R E'" ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-37151669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET NO 2�ff S'LO 11}10 0418-17 SIDEWALK COMPLIANCE Wylde Green Road - See S Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Sp<cifiations 2 Refer to tabulation ll}Ol for bid quantities, Point to Point Sidewalk Designation _ PCC Sidewalk 2 Distance' AElevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Mitlals Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Po e. or Neg. X 3700 3701 Crosswalk Crasz Slope - No Vield Condition S00 -0.07 •1.40'1L 0.0%to SO% 3700 545+93.56 30.00 742.20 3703 545+9157 25.00 74213 3702 3703 Ramp Goss Slope i Sl2 0.07 1.37% 0.1%to 2.0% 3702 545+8106 30.W 74189 3703 3704 Ram Goss slope i S00 Q02 Q40X Q1X to 2.0% 3703 545+8Q10 2SOD 741.% ;705 3706 Landing(Tuming Spxe fi SOD 0.05 1.00% Ql%to I.O% 3704 545+80.10 30.00 74198 3707 3708 Landing/Turning Space i S� 0.06 1.20% Ql%to 2.0% 37tX 545+7fi32 25.00 74L99 3702 3704 Ram Running Slope i 0.% 0.09 9.38% 0.5%to 8.3% 3706 545+7fii2 30.00 M20M1 3704 3706 Ramp Running Slope i 327 0.06 1.83•/. 0.5%to 8.37G 3707 545+7L82 25.00 74207 3703 3705 Ram Running Slope 6 327 0.03 0.92% QS%to 8.3% 3708 545+71.82 30.00 742.13 3705 3707 Landing/Turning S xe 6 S00 0.08 1.60% 0.1%to 2.0% 37i19 546+65.01 24.84 742.E 3706 3708 Landing/Turning 5 xe 6 S00 Q09 1.&1°.6 0.1X to 2.0% 3710 545,65.02 28.69 742.07 3709 3730 Match Exis[in Cross Slope 4 384 0.05 1.30% Match Existing 3731 545+7G 79 34.80 742.09 3707 3709 Sidewalk Running Slope 4 fiM -0.05 -0.73% 0.5%to 5.0% 3712 545+R.86 34.80 71205 3708 3710 Sidewalk Running Sloe 4 693 -0.06 -0.87% 0.5%to 5.0% 3731 3712 Match Existing Cross Slope 4 3.93 -0.04 -1.02°/. Match Existing 3800 546+06.06 30.00 74271 3706 3711 Sidewalk Runnin Slo 4 'Lao 0.05 1.04% 0.5°.G to 5.0% 3803 546+07.02 25.00 AL2.6 3706 3712 Sidewalk Running Slope ! 491 -0.08 -1.63% 0.5%to 5.0% 3802 546+07.02 30.00 742.73 3803 546+H132 25.00 742.70 3800 MIX Ramp Goss Slope i S12 -0.07 -1.37% QS%to 2.0% 3804 546'IQ32 30.OD 742.78 3801 3l02 Pam Goss Slope i SOD 0.08 1.fA°4 0.1%to 2.0% 3805 546+15.32 25.00 742.76 3803 3804 Landin urnin S xe 6 S00 0.08 1.E0% 0.1%[02.0% 3806 54fi+15.32 30.00 74L84 3805 380G Landin urnin S xe 6 S00 0.08 1.60% 0.1%to 2.0% 3807 546+22.32 24.97 742.ffi 3800 3802 Ram Running Slope 6 Q% QOS 1.04X 0.5%[08.3% 80 38 546t22.12 28.87 742.92 3802 3804 I Ram Running Slope 6 331 QOS 1.51X QS%to 8.3X 3809 546810.39 4115 742.21 3801 3803 Ram Runnin Slo 6 331 0.05 151% QS%b8.3% 3830 546+1420 4174 742.37 3803 3806 landing/Turning 5pxe 6 S00 0.06 1.20% 0.1Xw2.0% 3804 3606 Landing/Turning Space 6 S00 0.06 1.20% Ql%to 2.0% 3807 3808 Match Existing Crass Slope 4 389 0.06 1.54% Match Existing 3805 3807 Sidewalk Runnin Slo d E80 0.10 1.47% QSX to 5.0% 3806 3808 Sidewalk Runnin Sloe 4 fi90 0.p 1.1G°G 0.5%to 5.0%3809 3630 Match Existing Cross Slope 4 3.81 Qii 42P.G Match Existing 3804 3809 Sidewalk Running Slope 4 1175 -0.57 -4.8516 0.9%to SO% 3806 3930 Sidewalk Running Slope 4 11iD -0.47 -3.96% 0.5%to SO% P�\191037-000\06-Drawings\06 -Plans\SOl.dwg 3/7/2022 8�32 PM r I I I I I -- I T I I I I IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII illll ql, I a� NORTH I 0 6 10 20 I IGRAPHIC SCALE I I 0 0 I I W. BENTON ST I j�••-TTy3B LEGEND: GENERAL•.9iD-EW41PNOTES TOP OP CURB (TC) E_LkVATIONS SHOWN ARE ❑1. SIDEWAL-RAIL TOP OF 112-DROP CURB. REFER STANDARD ROAD PLAN PV-105•FOR DROP CURB AT SIDEWAL-RAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI.220 SIDE -AL -RAIL RAMP FOR DETECTABLE WARNING AND PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6" PCC SIDEWALK. �•�BnwN By IOWA CITY, IOWA DIMS xevisioNs ' -y III%`di� w —FTo TARS 191037 1740 Lininger Lam, Suite 100 BENTON STREET REHABILITATION ACCESSIBILE O,OMD. Fl—BOOR NO FEBRUARY 2022 building strong COITtt unit) P.S. Na�319 26-90902317 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY S•21 BRB FIELDBOOK MCC L U RE"' STP-U-371SI6691--70-52 ENGINEERING CO. UJf-9W\U6-UF ,inq$\U6 - Plans\SUI tlwg 3/7/21/22 6 32 PM ^w hwJ nv _ �sS # V 5 �a a _ { _ 1 6 ll DzewH ev IOWA CITY, IOWA ETMSr TMS t91037 NECKED er FIELD aooK No. FEBRUARY 2022 c BRB FIELDBOOK aEvisoNs I' f O nao UningerLane, Suite 10o building Strong-'mUnlfleS. North Liberty, Iowa 52317 MCC L U R E319-626-9090 " ENGINEERING C` BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY snEEr do S.2 2 04-18.17 SIDEWALK COMPLIANCE George Street - See S Sheets Does not include curb 1 Staking repuired by Contracting Authority per Article 251103 of the Standard 6pecifintions 2 Refer to tabulation 313-01 for bid quantities - Point to Point Sidewalk Designation PCC Sidewalk 2 Distance' .S Elevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USEDTO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. 390D 3901 Crosswalk Goss Slope - No Yield Condition 5.00 -0.10 -2.00% 0.0% to 5.0% _% 3900 549r65.18 -30.02 764.78 3901 549.45.30 -25.02 76468 3902 3903 Ramp Goss Sloe 6 5.22 -0.07 -1.34°.b 0.1%to 2.0%O% 3902 549r32.56 -30.00 764.34 3903 3961 Ram Goss Sloe 6 5.00 0.08 1.E076 0.1%to 2.0% 3903 549H3.15 -25.00 764.27 3905 3906 Landing/Turning Spare 6 5.000.06 1.ti0% 0.1%to 2.0% 3904 549t34.14 -30.00 764.35 3907 3908 Landin umi S 6 5.00 0.05OS 1.0096 0.1%to LO% 3905 549r24.42 -25.00 76432 3902 3904 Ram Running Slope 6 141 0.01 0.71% 0.5%to 8.3% 3!W 549h24.42 -30.00 764.40 3904 3906 Ramp Running Slope 6 G73 0.05 0.74% 0.5%to 8.3% _ 3907 549-19.42 -25.00 764.2J 3903 3906 Ram Running Slope 6 673 0.06 0.74% 0.5%to 8.3% 3908 549r 19.42 -30.00 764.32 3905 3907 Lan din umi ng Space 6 5.00 -0.05 -1.0ff,6 0.1%to 2.0% 3909 549-04.42 - 8.50 76231 3906 3908 Landing/Turning Spam 6 5.00 -0.08 -1.60% 0.1%to 2.0% 3910 549+04.42 -33.50 7fiL� 3909 3930 Landin 7Turnin Space fi 5.00 0.08 1.6076 0.1%[02.0% 3911 548+99.42 -28.50 76225 3907 3909 Ramp Running Slope 6 15.40 -1.96 -12.73% 0.5%to 8.3% 3912 54M99.42 -33.50 76L33 3908 3910 Ram Running Sloe 6 15.40 -1.93 -12.53% 0.6%[08.3% 3913 54M84.42 -28.46 761 S1 3911 3912 L]ntlin uminq Space 6 5.00 0.06 1.60% 0.1%to 2.0% 3911 518.84.42 -33.40 7fiL58 3909 3911 Landing/Turning Spam 6 5.00 -0.06 -1.20% 0.1%to 2.0% 3915 549t24.05 -45.12 765. d2 3910 3912 landin umin Space 6 5.00 -0.06 -L20% 0.1%�20% 3916 549«19.06 -I5.00 765.35 3913 3914 Match Existin Cross Slope 6 4.94 0.17 3.4Y4 Match ExisN 3917 549t23.90 -50.11 765.47 3911 3913 Sidewalk Running Sloe 4 15.OD -0.74 -4.9i16 0.5%to 5.0% 3918 549r18.99 -50.00 76i 39 3912 3914 Sidewalk Running Sloe 4 LS.OD -0.65 -4.33% 0.5%to 5.0% 3915 391fi Landing/Turning Space 6 5.00 -O.M -1.40l6 0.1%to 2.0% 4000 549+57.72 -30.00 766.35 3906 3915 Ram Running Sloe 6 15.12 102 675% °h 0.5%[o 8.3001 4 549+59.14 -25.00 765.44 3908 3916 Ram Running Slope 6 15.00 103 6.g176 0.5%to 8.3% 4002 549F59.14 -30.00 765.52 3917 3918 Match Existing Cross Sloe 6 1.90 -0.09 •1.8!!G Match Existing 4003 549tQ.1A -25.00 765.69 3915 3917 Landin umi Space 6 5.000.05 05 L00% 0.1%to 2.0% 49M 549�62.18 -30.00 765.]] 3916 3918 Landin umi 6 5.00 0.03 O.fiO°6 0.1%to 2.0% tlD5 549rfi7.18 -25.00 765.76 BOG 549�67.18 -30.00 765.83 4000 4001 Ramp Goss Sloe 6 5.21 Q03 1.73°,6 0.1%to 2.0% Am549-74.18 -16.50 7fi526 4001 4002 Ram Gosng sSla e 6 5.00 0.06 1.fi096 0.1%to LO% 4008 549-79.18 -16.50 766.55 4003 IOD4 Wndin umi Space 6 5.00 0.C8 1.6tP.6 0.1%to 2.0% 4"549�74.18 -25.00 76632 4005 4006 Landin umi S 6 5.00 O.OB 1.6096 0.1%to 2.0% 4030 549«79.18 -26.00 76638 4000 4002 Ramp Runnin Slope 6 1.11 0.17 12.06% 0.5%to 8.3% 4011 549'74.18 -30.00 76640 4002 4004 Ram Running Slope 6 3.05 025 8.20°,6 0.5%[08.3% tl12 549.79.18 -30.00 76646 4001 4003 Ram Running Slope 6 3.05 025 820% 0.5%to 8.3% 4013 549.94.18 -24.75 7fifl 20 4W3 4005 Landin urnin Spare 6 5.00 0.06 1.2IP.6 0.1%to 2.0%O% 4014 549.94.18 -28.75 76fl24 4004 1006 Land in urnin S re 6 5.00 0.06 1.217l6 0.1%to 2.0% 4015 519�98.18 -24.71 76fl 25 40W IOA Goss Ramp Slope 6 5.00 0.29 5.80f6 0.1%to 2.0% p16 549'96.18 -28.62 766.29 4009 1010 Land in Runnin Space 6 im 0.06 LZO°.b 0.1%to 2.0% tl17 549r61B2 -45.00 76689 4011 1012 Landin urni Spao° ng L 5.00 6 Q020% 1. 0.1%to 2.0% 4018 5/9r65.82 -45.10 76693 4007 1009 Ram Running Slope 6 •.50 Q06 0.71% 0.5%[08.3% �19 549+61.65 -49.00 7fi693 4008 1010 Ram Running Slope 6 t50 -0.17 -2.00% 0.5%to 89% 4D20 549+65.53 -49.09 76697 4009 4011 a nding/Turni 6 5.00 0.08 1.fi076 0.1%to 20% 4010 4012 Landin umin ace Sp 6 5.00 0.08 I.fiO°.G 0.1%to 2.0% N00 549r74.18 000 766.12 4005 4009 Ram Running Slope 6 7.00 0.57 8.14% 0.5%to 8.3% 4301 549+79.18 CLOD 76675 1006 4011---- Ramp Runninq Slope 6 7.00 0.57 8.14°,G 0.5%[08.3% 4102 549.74.18 16.50 766.60 4013 4011 Landin 'Turnip Space 6 4.00 0.04 1.00% 0.1%to 2.0% 4103 549,79.18 16.50 76693 4010 1013 Ramp Running Slope 6 15.00 L82 12.13% 0.5%[08.3% 4304 549.74.38 27.65 767.29 4012 4014 Ram Running Slope 6 15.05 L78 11.83% QS%to 8.3% 4105 549«79.18 27.64 767.35 6615 4016 Match Existing Cross Slope 6 3.91 0.04 1.02% Match Existing 4106 519+74.18 32.65 767.37 4013 4015 Landing/Tuming Space 6 4.00 0.05 1.25% 0.1%to 20% 4107 549.79.I8 3264 76L43 4014 4016 Landin umin Spare 6 4.00 0.05 125% 0.1%to 2.0% 4017 4038 Landin umin S 6 4.00 OLDS 125% 0.1%to 20% 4004 1017 Ramp Running Slope 6 15.00 Lit 7.40% 0.5%to 8.3% 4006 4018 Ram Running Sic 6 15.16 L10 7.26% O.S%to 8.3% P:\191037-000\06-Drawings\06 -Plans\SOl.dwg 3/7/2022 8:32 PM IV Q tV L s r � } W �C W 1-0ENGINEER B-Nev IOWA CITY, IOWA TMS TMS 191037 CHECKEoer IF-BOOK10 FEBRUARY2022 BRB FIELDBOOK REVISIONS '^E �\ 1740 Lininger Lane, Suite 100 building strong -imunities. North Liberty, Iowa 52317 MCC L U RE"" 319-626-9090 ENGINEERING CO. BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY SHEET No S.23 0/-]&17 SIDEWALK COMPLIANCE Weeber Street See SSheets Does not include orb Q Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications 2 Referto tabulation 113-01for bid uanti[ies. Point to Point Sidewalk Designation _ PCC Sidewalk 2 Dinanr�' ,Elevation Slope Acceptable Constructed Range Staking RerJulred on this Quadrant? 1 Measured Slope initials Remarks FOR INFORMATION ONLY: VALUES USEDTO DETERMINE DESIGNED SLOPES PdM Station Offset Elevation FT FT % Pos. or Neg. 4300 13D1 Crosswalk Cross Slope -No Yield Condition 5.00 0.10 200% 0.0%to 5075 1300 SS2+2894 32.29 77154 4301 552+29.09 27.29 77164 1302 1303 Ramp Cross Slope 6 5.32 DIP 132% Q1%t020% 1302 552+15.86 32.31 77QM 4303 1301 Ram Cross Sloe 6 5.00 0.06 120% 0.1%to 20X 1303 552+14.06 27.31 770.51 4305 /306 landin umin Space 6 5.00 0.08 L60% Ql%to LOX 4304 SSb14.W 32.31 770.57 4307 1306 landin umin ace fi 5.00 Q.08 t60X 0.1%[o LO'X 1305 552+IL5fi 27.32 770.59 4302 1304 Ram Running Slope 6 1.79 0.13 7.26% QS%to 83% 1306 552+1157 32.31 770.67 4304 13176 Ramp Running Slope 6 2.50 0.10 100X 0.5%to 83% 4307 552+0656 27.32 770.65 4303 /305 Ram Running Slo 6 2.50 0.08 3.20% 0.5%to 83% 130E 552+0657 32.32 770.73 4305 /307 Landin umin 5 ace 6 5.00 0.06 120% 0.1%to LO% 1309 551E89.06 27.3/ 770.76 43W 4308 landin umin ace fi 5.00 0.06 12096 0.1%to 20% /310 551+g9.07 32.34 77080 4309 /310 Sidewalk Cross Slo 4 5.00 0.� 160% 0.5%to 20X 1311 5521317 40.79 770.54 4307 1309 Sidewalk Running Slope / 17.50 0.11 0.63% 0.5%to SOX 1312 552+0817 40.80 770.62 4308 1310 Sidewalk Running Slope 6 17.50 0.11 0.63% 0.5%to SOK _ 1313 5521i01 45.79 77Q 49 4311 1312 Sidewalk Cross Slope 1 D 5.008 0. 160% 0.5%to LO% p11 552 D9.12 45.79 770.59 4313 U31 Match Existing Cross Sloe ♦ 3.910 0 0. 25fi% Match Existing 4306 1311 Sidewalk Running Slope { 8.63 -0.13 -151% OS%to 5.0% NOD 552ML78 3227 770.59 4306 1312 Sidewalk Running Slope { L63 -0.11 -127% 0.5%to 5.0% M Dl 552N3SB 27.27 770.6fi 4311 1313 Sidewalk Running Slope { 5.0OS 0 -0. -1.00% 0.5%;05.096 {02 5521i5R 32.27 770.71 4312 4314 Sidewalk Running Slope { 5.09 -0.03 -0.Si% 0.5%to 5.0X MD3 55250.79 27.26 770.77 1404 552+50.8Q 32.26 770.85 W 44 1401 Ram Cross sloe i 5.33 Q07 131% 0.1%to 20X 4405 55255.79 27.25 770.83 4101 4402 Ram Cross Sloe i 5.00 0.0.5 L00l6 0.1%to 20% 4406 552+55.80 3L26 770.91 4403 4404 Iandi umin ace i 5.01 0.01 L60% 0.1%to 20K 1407 552+7079 27.23 7709E M05 4406 Lan din umin ace f 5.0.1 0.08 L6pik 0.1%to LOX 1406 55270.80 32.23 77106 1♦00 4402 Ram Runnin Slope f 1.81 0.12 ifii% 0.5%to 83% 1409 552+5208 37.26 T)0.89 4402 4404 Ram Running Slope i 7.21 0.14 199% 0.5%tofl3% 1410 552+55.96 37.25 771m 4101 44W Ram Running Slope 6 7.21 0.11 153% 0.5%to 83% 4403 4405 Land! n umin ce a 6 5.00 0.06 120% 0.1%to 20X 4404 4406 landi umin ace fi 5.00 0.06 120% 0.1%to 20X 4407 4408 Sidewalk Cross Slope ♦ 5.51 0.0R L45% 0.5%to LOX 4405 4407 Sidewalk Running Slope 4 15.00 0.15 LQOi6 0.5%to 5.0X 4406 1406 Sidewalk Running Slope ♦ 15.00 0.15 L00°6 QS%to SOX 44d3 4410 Match Existing Cross Sloe 4 3.86 (),It Lffi% Match Existing 4404 4409 Sidewalk Runnin Slo 4 5.15 0.01 Q78% 0.5%to 5.0% 4106 4410 Sidewalk Running Slope 1 5.00 0.09 L80°,(, 0.5%to 5.096 P:\191037-000\O6-Drawings\06 -Plans\SOl.dwg 3/7/2022 8:32 PM U- -1 . Irw —TE — — I IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII I I �IIIIa DI°�� w/ E«R NORTH 0 5 10 20 GRAPHIC SCALE I I I it it I I , I I I I SA 562-80.00 — I I END CRACK AND SEAT BEGIN SURFACE RUNOUT — TE — — — — TE — — TE — ® 4821 — — TE — — — — TE — — — — T 0 H 0 I 00+M 4822 4823 I I I I I I I m 71 LEGEND: GENERAL SIDEWALK NOTES 1. TOP ❑ OF CURB (TC) ELEVATIONS SHOWN ARE SIDEWALKITRAIL TOP OF 112" DROP CURB. REFER STANDARD ❑ ROAD PLAN PV-105 FOR DROP CURB AT SIDEWALKITRAIL LANDING SIDEWALK DETAILS. 2. REFER TO STANDARD ROAD PLAN MI.220 ❑ SIDEWAL--IL RAMP FOR DETECTABLE WARNING AND PEDESTRIAN RAMP DETAILS. 3. ALL SIDEWALK RAMPS AND LANDINGS TO BE CONSTRUCTED OF 6' PCC SIDEWALK. REVISIONS SHEEP NO. eTMS ° TM 91037 Rr IOWA IOWA TMS TMS � 1740 Lininger Lane, Suite tea BENTON STREET REHABILITATION ACCESSIBILE rth CHKRED BY HEID ROOK No. FEBRUARY 2022 building strong '1lp Uf11}I25. NO Liberty, 26-909023T7 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY c BRB FIELDBOOK M C C L U R E' STP-U-3715(669)--70-52 $.24 1037-000\06-D—ings\06 - PI°ns\SOJ.dwg 3/7/2022 8:32 PM C= rya PV CZ r`'a j s c ,s BIGINfiB DMw BY IowA an, IowA TMS TMS 191037 cNKKM BY non woo NO. FEBRUARY 2022 BRB FIELDBOOK BCVISIONS / WOO --% 1740 Lininger Lane, Suite 100 building strong communities. North Liberty, Iowa 52317 C 319-626-9090 M C L U R E TM BENTON STREET REHABILITATION MORMON TREK TO GREENWOOD DR STP-U-3715(669)--70-52 ACCESSIBILE RAMP DETAILS TABULATIONS CITY OF IOWA CITY �1EETNO S.25 u3-m oi-lav SIDEWALK COMPLIANCE Oakndl Drive -See S Slxets Does not indude curb 1 Staking required by Contracting Authority DlrArode 251L03 of the Standard SpeUfiwtions 2 Refertotabulati�n113-PCC 0Ifabid uantities. Point to Point Sidewalk Designation Sidewalk Distanrr• !t Elevation Slope Constructedee Rar1Qe Staking Requlrcd on this Quadrant? Measured Slope Initials aemarks FOR INFORMAf10N ONLY: VALUES USEDTO DETERMINE DESIGNED SLOPES Pdm Station Offset P:\191037-000\O6-Drawings\06 -Plans\SOl.dwg 3/7/2022 8:32 PM ~ J tV '� '"�. ... i Ln s •Y rrMrl W ETMSr D.1N B� IOWA CITY, IOWA 0.Evi5iOKS SHEET HO TMS IIIi 1740LiningerLana,Soite100 BENTONSTREETREHABILITATION ACCESSIBILE cHECKED BY FIELD BOOK NO. 79i037 FEBRUARY 2022 building strong 'lmunihes. North Liberty, 1-52317 319-626-9090 MORMON TREK TO GREENWOOD DR RAMP DETAILS CITY OF IOWA CITY S.26 BRB FIELDBOOK C M C L U REM STP-U-3715(669)--70-52 TABULATIONS ENGINEERING CO. 113 10 0418-17 SIDEWALK COMPLIANCE Renton Drive - See S Sheets Does not include curb QStaking required by Contracting Authority per Article 2511.03 of the Standard Specifications 2 Refer to tabulation 113-01 forbid quantities. Point to Point Sidewalk Designation _" PCC Sidewalk 2 Distance' A Elevation Slope Acceptable Constructed flange Staking Required on this Quadrant? 1 Measured Slope initials Remarks FOR INFORMATION ONLY: VALUES 115EDT0 DETERMINE DESIGNED STAPES Point Station Offset Elevation FT FT % Pos. or Ne . % 4700 4701 Ram Goss Sloe 6 S00 -0.06 -1.20'K 0.1%to 2.0°,6 1700 561+99.46 -16.50 759.17 4702 4703 Landinq/Turning Space 6 S00 -0.06 -1.20°� 0.1%to LO°,6 1701 562+04.16 -1550 759.11 4704 4705 Landin urnin Space 6 SOO •0.06 -1.20% 0.1%ro2.0% 4702 561+99.46 -24.90 759.34 4700 4702 Ram Running Slope 6 [{0 0.17 2.02% 0.5%to 8.3°,6 1703 562+04.46 -24.90 759.28 4701 4703 Ramp Running slope 6 [40 0.17 2.02% 0.5'%to 83% 4704 561+99.46 -29.90 759.42 4702 4701 Landing/Turning ace 6 SOD 0.08 1.60% 0.1%to 2.0% 4705 562+p4.46 -2990 759.36 4703 1705 Landin urnin space 6 SW 0.08 1.fi076 0.1%to 2.0% 4706 561+94./6 •20.ffi 759.13 4706 4707 Match Existing Goss Slope • 3i{ 0.12 3.13% Match Existing 4707 561+94.I6 -2869 75ASS 4702 4706 Sidewalk Runnin Sloe • S00 0.09 1.8076 0.5%to S.Wk 170i 562+09.46 -24.87 75A 17 4704 /707 Sidewalk Running Slope • il{ 0.13 2.53°.6 O.S.6 to 5.0% 1709 562+09.46 -2869 75131 4708 4709 Match Existing Gass Slope / 382 0.10 3.66% Match Existing 4703 QOi sidewalk Running sloe • SOD -0.11 -2.20°,6 0.5°.6 to 5.0% 1800 561+99.16 -1100 75883 4705 1709 sidewalk Runnin sloe { SU -0.05 -0.9A,6 0.5%to 5.0°,6 1801 562+04.46 -1L00 75875 18D2 561+99.46 0.00 759.07 4800 IgDl Uosswalk Cross Slope - No Yield fnndition S00 -0.08 -1.60°.6 0.0°h to 5.0% I803 562+04.46 0.00 75899 4'802 I903 Crosswalk Cross Slope - No Yield Condition S00 -0.06 -1.60% 0.0%10 5.0% IRD/ 561+99.46 11.00 75879 4E04 4805 Crosswalk Cross Slope - NO Yield Condition S00 -0.06 -1.60°.6 0.0°k to 5.0°k 48D5 562+04.46 11.00 75871 4806 561+99.46 18.65 75840 4806 4807 ' Ramp Goss Slope 6 5.35 0.07 1.31% 0.1% to Ll7R 4807 562+04.46 16.99 75d47 4806 4808 Ram Cross Slope 6 S00 0.08 1.60°.d 0.1%ro2.0% dS08 562+04.46 12.85 75845 4&N 4810 Landin urnin ace 6 5.00 0.07 1.409k 0.1%to LfAf 4809 561+99.16 26.92 75846 4811 4812 LandingJTuming space 6 S00 0.07 LIO% Ql%to 2fAi 4810 562+OA16 26.92 75853 4806 4839 Ram Running Slope 6 fl08 0.06 0.71% QS%to [3% 4813 561+99.16 31.92 75852 1807 4808 Ramp Running Slope 6 186 0.01 0.54% 0.5%to [3% 1812 562+00.16 31.92 75859 480fl 4810 Ramp Running Slope 6 808 0.05 0.62% O.SS6 to 83% 1813 561+91.31 26.95 757.80 4809 4811 Landin urnin Space 6 5.00 0.06 1.2Ofk 0.1%to 20% 18U 561+89,40 31.92 757.72 4810 4812 Landin urnin ace 6 im 0.06 1.20% 0.1%to LO% 4815 561+91.31 31.92 757.86 6813 4631 Ram Goss slope 6 i37 -Qm -1.49% Q3%to LO% 481E 562+19.16 26.93 75834 4813 4815 Ram Goss slope 6 SW 0.0E LEllf 0.1%to LPK 4817 562+19.46 31.93 75812 6813 4809 Ramp Running Slope i [I• 0.K lOR% 0.5°.� to 83% 4818 Sfi2+34.4fi 26.93 75815 4814 I035 Ramp Running Slope i L% 0.0 7-33% Qs%to 83% 1819 562+34.46 31.93 75823 M15 �Il Ramp Running Slope i [g 0.6E 110% 0.S7i to 83M16 1820 561+91.50 1{.22 757.33 181E 4817 SidewalkCross Slo • SOD QOi L�lL QS%to 2.0% M21 561+%.50 M.22 757.39 1818 4819 Si dewalkCross Slope • SW 0.0E 160% 0.5%to LOli Ii22 561+91.16 6.22 757.2E 4810 481E Sidewalk Runnin Slope 1 iSm -0.19 -1-27% 0.5% to SO% •f123 561+95.16 I9.22 757.30 4812 4817 Sidewalk Runni ng Slope 1 IS.OU -0.17 -L13% 0.5%to 5.0% 481E 4818 Sidewalk Runnin Slope ! MOD -0.19 -1-27% 0.9% to S-Q16 1900 561+7Q10 31.92 75863 4817 4619 Sidewalk Run nin Slope 4 1Sf1U -0-19 -L27% 0.5%to S.l7% ADl 561+70,45 26.92 75fl 73 182(1 4821 Landinq/Turning Space 6 S00 QO6 LZO% 0.1%to LO% 4902 561+51.33 31.92 75859 4822 4823 Match Existing Goss Slope 6 4.00 0.0/ 1.OD% Match Existin 19D3 561+19.42 26.92 7586E 1811 4820 Ram Running Slope 6 1lfiS -1.19 -8129f 0.99G to 13% 1904 561+19.42 31.92 75874 1812 4821 Ramp Running Slope 6 10.65 -1.2.0 -819% 0.4%to [3% 19D5 561+10.42 26.92 75874 I820 4622 Landin urnin ace 6 -0.07 -1.40% 0.1%to LO% 190E 561+d4.12 31.92 75882 1821 4823 Landin urnin Space 6 -fLW -L769k 0.1%to LO% 1907 561+39.42 26.92 75880 4908 561+39.42 31.92 758ffi {900 1901 GosswalkCross Slope -Yield Condition K.0 Q10 2009E 0.0%to 2.09G 1909 561+24.42 26.92 759.1E H10 Sfi1+24.42 31.92 759.2E d902 1903RamGoss Slope 6 0.07 130t6 0.1%to 2.0% {903 4904 RamGoss Slope i 0.0E L6PA. 0.1%to 2.0% d905 490E Landinurninxe 6 0.0E 1.fi096 0.1%to 2.0% 4907 4908 Landing/Turning Space 6 SW Qp 1.609E 0.1%to 20% 6909 4910 9dewalkCross Sloe ! SOD 0.Ai 1.60°,G 0.5%to 2.0% 4903 4905 Ramp Running Slope 6 SOD GLOB 1.60% 0.5%to 83% 49W 4904 Ramp Running Slope 6 191 0.15 7.85% 0.5%to 83% 4904 490E Ram Runnin Slope 6 SOO 0.08 1.60% 0S%to83% 4905 4907 Landing/Turning 6 SW 0.0E 1.201E 0.1%to 2fAk 490E 4908 Landin urnin i SOD O.Ofi 1.2G% 0.1%roL0% 4907 4909 sidewalk Burning Slope ! 15.002.53% 0.5%to S.O1i 4908 4910 Sidewalk Running Slope ♦ 15.OD 0.38 2.53°.6 0.57E to 5.0% P:\191037-000\06-Drawings\06 -Plans\SOl.dwg 3/7/2022 8�32 PM EXISTING 12' WATER MAIN EXISTING 12" WATER MAIN VALVE REMOVE PLUG ICAP _ - 35-FT - EXISTING VALVE CONNECT 12" WATER MAIN TO EXISTING 12" GATE VALVE 12' WATER MAIN I r _ - 35-FT _ —mot PROPOSED NOTE: CONTRACTOR SHALL PRESSURE TEST 35-FT STUB PRIOR TO CONNECTION. CONNECTION DETAIL #1 NOT TO SCALE REMOVE 5- EXISTING 6' WATER MAIN ISTING 6' TER MAIN 6" GATE VALVE 2) GENERAL REMOVAL NOTES: 1. REMOVE ALL PIPING BETWEEN REMOVED FITTINGS. 2. REMOVE EXISTING 6'112' WATER MAIN AS NECESSARY FOR INSTALLATION OF 12" WATER MAIN. EXISTING 6" WATER MAIN REMOVE PORTION OF 6" WATER MAIN AS NECESSARY TO INSTALL NEW 12' WATER MAIN EXISTING 6' WATER MAIN EXISTING -- —FIRE HYDRANT REFER TO ABANDONED 5' WATER MAIN 12'x6" MJ TEE ABANDON IN -PLACE 2" GATE VALVE 12" GATE VALVE VATE 2" WATER IAIN MAIN 6" GATE VALVE WEST SIDE OF WEEBER ST 12" WATER MAIN PROPOSED CONNECTION DETAIL #2 NOT TO SCALE SHEET U.02 FOR TYPICAL HYDRANT AND VALVE ASSEMBLY DETAIL 6"GATE VALVE 12" WATER MAIN 12' ANCHOR TEE EAST SIDE OF WEEBER ST REMOVE 6"-90°BEND E%ISTING 6" WATER MAIN EXISTING 6' WATER MAIN EXISTING EXISTING 6' EXISTING 6' WATER MAIN WATER MAIN REMOVE 6" WATER MAIN REMOVE 6" GATE VALVE TO EXISTING 6"x6" TEE (TYP. OF 2) REMOVE FIRE HYDRANT— ii�p EXISTING 6' WATER MAIN REMOVE 6"z6" TEES EXISTING ABANDONED 6' ABANDONED 6' WATER MAIN WATER MAIN PLUG AND ABANDON IN -PLACE 12" ANCHOR TEE 12" WATER MAIN 12" WATER MAIN 12" GATE VALVE *12-*TE VALVE 6'GATE VALVE O FIRE HYDRANT, REFER TO SHEET U.02 FOR TYPICAL HYDRANT AND VALVE ASSEMBLY DETAIL PROPOSED CONNECTION DETAIL #3 NOT TO SCALE EXISTING 6' WATER MAIN REMOVE 6" GATE VALVE REMOVE 6' WATER MAIN TO GATE VALVE 004REMOVE 6'x6"TEE EXISTING 6" EXISTING 6' WATER MAIN WATER MAIN REMOVE 6"x4T.EE REMOVE FIRE HYDRANT 6" GATE VALVE l J EXISTING EXISTING 6' WATER MAIN WATER MAIN 12"z6" MJ TEE EXISTING EXISTING 12"x6" Nu TEE 12' GATE VALVE CONNECT TO EXISTING tw"B 6" GATE VALVE 12" WATER MAIN 12" WATER MAIN 6" WATER MAIN CONNECT TO EXISTING 6" WATER MAIN "„ 12' WATER MAIN 12' WATER MAIN � 4 ABANDONED 6' (�I WATER MAIN D_Jl EXISTING 6' - WATER MAIN FIRE HYDRANT, REFER TO SHEET U.02�OR FUTURE WATER MAIN�EIFTtNSIO DU L 6" GATE VALVE PLUG AND ABANDON O a""» PLUG AND ABANDON IN -PLACE 6" GATE VALVE ABANDONED 6' ABANDONED 6' ABANDONED 6"»� WATER MAIN IN -PLACE 6"x6" MJ TEE (�:'} WATER MAIN WATER MAIN �:. PLUG AND ABANDON IN•PLACE 6" GATE VALVE 6" GATE VALVE GATE VALVE• CONNECT TO EXISTING 6' WATER MAIN PLUG AND ABANDON IN -PLACE CONNECT TO EXISTING 6" WATER MAIN �{-� � PROPOSED EXISTING 6' 12' '1 EXISONG 6' PROPOSED WATER MAIN WATER 11 pi WATER MAIN MAIN NOTE: USE FITTINGS AS REQUIRED TO CONNECT TO EXISTING 6' WATER MAIN. , CAP 12'xfi' MJ TEE PROPOSED 12" GATE VALVE �"FT OF 12" WATER MAIN 12" ANCHOR TEE CONNECTION DETAIL #4 CONNECTION DETAIL #5 CONNECTION DETAIL #6 NOT TO SCALE NOT TO SCALE NOT TO SCALE ENGINEER eR.rWN BT IOWA CITY, IOWA REVISIONS SHEET No AMP KJC 1360 NW 121Bt Street BENTON STREET REHABILITATION BENTON STREET CNECzeO Br 191037 NEID Boot NO. FEBRUARY 2022 building strong s+1e- Clive, 1— 50325 _.,� -- 515-964-1229 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY U"01 BRB FIELDBOOK MCC L U R ETM fex515-964-2370 STP-U-3715(669)--70-52 DETAILS Z:\191037-000\O6-Drawin9s\O6 - Plans\U01_robid.dveg 2/10/2022 9:23 AM HYDRANT STORZ PUM-z 3NJLLLL RAD:D-AL 1`CL=PR -I SPACE /! ui - i I TRENCH TRACER WIRE I �_ 3ACKFR L - f SACKFIL- W. H CLLAN 2-1/2' / `? HO-LING CRUSHLU SIUNL '.0 IB' A6UVc J( -SPOCL OR BOTTOM ❑= HYDRANT BAS-. j wr-A I II-, SOLI n CONCRETE --TRAC-R WIRE TERMINAL BOX /PLACE BETWEEN HYDRANT AND IYDRANT VALVE IN CONCRETE PLACE 1' FROM HYLRANT IN GRASS: TAPE TO BARR-L WITH 2X4 SCRAP OF WOOD INSTAL -Et BETWEEN BOX AND BARREL -0 ENSURE MCTA-S DO NOT -DJCI. VALUE B:IX AND -G' CA-C VALVE MAIN ._FINAL iR1 GRADE SPLICE T-1 MA.N TRACTNG WTRF OR SET ADD;T;DNA- GROUND ROD WATZR C MAIN �IHMUSI / 3 FCK BLOCK AS R=4_J LSULIU — CON(:REIC ANCHCR 7R SWIVEL TEE GRDJND ROD BI ❑CK �snl--D C]NCRET= BLOCK TYPICAL HYDRANT AND VALVE ASSEMBLY NOT TO SCALE *IRE CONNECTI'dG GR�.ND ROD TO TERM NAL BOX IS A SEPARATE N71- FROM THE *,:I- TFE HYDRANT RUN EXIS-1NG WATER EMSTINC LOCATE REVISE] 01/2020 PLUG OR CAP _ — GROUND ROD (IN CONTACT WITH NATIVE SOIL) MINIMUM 20' OF PIPE AFTER VALVE FOR FUTURE EXTEND TRACER WIRE HOLDING SPOOL OR TO END OF PIPE - GATE VALVES MEGA LUG - TRACEft WIRE TERMINAL BOX /j PLACE BETWEEN HYDRANT AND HYDRANT VALVE. SOLID CONCRETE BLOCK ^ / IN CONCRETE: PLACE V FROM HYDRANT. IN GRASS: TAPE TO HYDRANT BARREL WITH 2X4 SCRAP OF WOOD INSTALLED BETWEEN BOX AND J BARREL TO ENSURE METALS DO NOT TOUCH. HOLDING SPOOL OR MEGA LUG , THRUST BLOCK J \ REDUIRE t` SOLID CONCRETE BLOCK \ SWIVEL OR HYDRANT ANCHOR TEE , 4.5FOR MAIN SMALLER THAN 12' l 5.25' FOR 12' AND LARGER MAIN EXTEND TRACER WIRE \ ` GROUND ROD (IN CONTACT WITH NATIVE SOIL) TO END OF PIPE 1 SOLID CONCRETE BLOCK FUTURE acrsy't�ta WATER MAIN EXTENSION EXTEND TRACER :7RE OF FIRE HYDRANT BARREL To (t� IN-FHNAl ItHMNA S O- IIIA2, H Nltt IF RMINAI HOX AND 1FIEN D0:5N TO GROUND ROD. C' AMP TRACFR M711 10 GRZ;UND ROD A- SYSTFM ® TERMMATION 'O NT5. ® P-ACE GROUND RODS 6'-1D' ATlAV FROM MIT AND IN OO11TACT NTH NATIVE SOIL. �liRACER NRE TERMINAL SOY. -TR GROUND LLV_L ,i-F:RE iYDRANT BARRE G E-FKtE FVURANT VALE: hr, ROD I /MIRE H�ORANT TEE / EN WATER MAIN D(: NOT RLN NRE UP VA -IF BOX /, I PO-SIBLE SPUI'E �- `SPLICE OF EACH PIPE LENC H n s� w:.i r-""- - NGTE: ADCIRCNAL TRACER MR-- DF TAIIS MA' 3= FOUND ON nouRES 50'0.133-5010.105. mvm asrim TRACER WIRE INSTALLATION w/ EXISTING LOCATE WIRE NOT TO SCALE NOT TO SCALE TRACER WIRE INSTALLATION SERVICE SIZE 4" OR LARGER WITH EXISTING LOCATE WIRE NOT TO SCALE rV ern ., E oxwwN er IOWA CITY, IOWA xeviswNs '.. I'I/ —ET NO AMPS KJC "'- 1360 Nw 121st Sneer BENTON STREET REHABILITATION BENTON STREET 191037 Clive, Iowa 50325 building strong ��munities. 515-964.1229 MORMON TREK TO GREENWOOD DR WATER MAIN CITY OF IOWA CITY U.02 cnE<sEo sv Bao woX Ho. FEBRUARY 2022 BRB FIELDBOOK MC C L U R E" f-515-964-2370 STP-U-3715(669)--70-52 DETAILS i1037-000\06-Drawings\06 - Fhns\U01 rebid.dwg 2/10/2022 9:23 AM >)PE T.o-Dba 6K.d —Wq TYPE T"I.a RKwd w.I b bolt-do.l cnrr BaR-dD.a ( (TA•O) 1 Allr. kk Rre PLAN p—p (tw) OelM.t III RIIL� 1 I/►' 1 �Sb7/�i.Ft.—H TiiCAL SECTION F— Not- Slw and .pocinq of b+9• and dangw may. —x Carr Rots Ralghwm Datl.m and Ind 09. m y orw calw.d.d p'icNlde. 01 If kr 1s kW bs ottod.d to nw rot., "Iy p.W aranld hsa..als or ® If pcYlep, rVP bolt dam Fun. and mrr H81 tar X' . 11[' a 11— .I n.. hood .c..s.d .a.wi Saar. aor..Rh ev.w, Fa•hFa wd rvbb.r 9a•gaK ..da FIGURE 601D.601 CASTINGS FOR SANITARY SEWER MANHOLES NOT TO SCALE NOTES. 1 REFER TO THE CONTRACT DOCUMENTS FOR SPECIFIC MATERIAL AM PLACEMENT RE(UREMENIS 2. CONSOLIDATE AND MODERATELY COMPACT BY SLICING)I TH A SHOVEL OR USING OTHER APPROVED TECHNIQUES. 3. COMPACT TO AT LEAST669." RELATIVE DENSITY_ d PROTECT PIPE. ACCESSORIES, AND APPURTENANCES DURING PLACEMENT AND COAAPACTION OF BEDDING AND BACKFILL MATERIALS KEY 00 = OUTSIDE DIAMETER OF PIPE D = INSIDE DIAMETER OF PIPE TNl = MINIMUM TRENCH WIDTH AT TOP OF PIPE = 00+18' OH / 25XOD+12' (WHICHEVER IS GREATER) d = DEPTH OF BEDDING MATERIAL BELOW PIPE BURY DEPTH 1. SPRINGLINE OF COMPACT BEDDING MATEFIAL Q :[a.a.aw.I+FIaaFF.rlae.ar _ .�.o. m ralea',r��,n„n"'°.Mnr..mr l•.'Imrw ant . 0, ltle>-0- v ..eol ss yax.s a er ara syy. .a —pia.. rlaan .irw. a �.r a �, y � roNw owoF. n.,.m «faa N.ua eF10nm aau.N Fw bM nn. mar °m;Et„N to>P, og Iow, III F.mmaaEVdLca rmE rce eaNCNErE eaun eaNVEn1aN rE umq.�a e• cm ENDENI i T— U 06-4 +ae. .r Ir eK� ° G•Ql�� r•�� !c �Oq�s 9tQ* P �ORK9 9�, -.:N..;RFii C.:ll-M EM aFS fs,JH; 55,,y.I FN a r ti SN�o..uaacw And. ed IINa Q F�p (tw) RIN P mirt F. PUN 65C K•T— T}IwnMyll >r Ilse IVYE IL [CtYC E"�aULL,Vt C01NEC11uN x � 1� IF NIttlpelFO ETIr;•FF.t "� 1- qi ni �� Dwrly bent 4 r Snbpd M.. .ie 1 "? a 21 mh za- mh CONCiETC COE1M ipi aPCS DItaTti RUN ]' Y� � fY mh FcINnE;avl w./.ww a+c tca Hu.ruN. Cc.vNECNJN TYPICAL SEC" TYWAL SECTI011 m -E To 'In eewceTKI par Fate EDCFIGURE 6010.602 PEIKpeCNC.FTEA.CN INPE jn ) FIGURE 4020.211 STORM SEWER PIPE CONNECTIONS CASTINGS FOR STORM SEWER MANHOLES NOT TO SCALE NOT TO SCALE LEGEND CLASS I BEDOIN6 MATERIAL O CLASS II B11C1(FILL MATERIAL OVER-EXCAVATM AN D FOUNDATION STONE PAVEMENT S116&RSE UNDISTURBED EARTH IF SUBGRADE TREATMENT IS SPECIFIED 2 MINIMUM OF SUITABLE CLASS III IVA, IVB BACKFILL MATERIAL TO BE USED INSTEAD OF CLASS 11 13ACKFIL.L MATERIAL FINAL TRENCH BACKFILL COMPACT TO AT LEAST 96 : STAN DARD PROCTOR DENSITY UP TO THE FINAL ONE FOOT. THE FINAL ONE FOOT SHOULD BE COMPACTED TO AT LEAST 98% STANDARD PROCTOR DENSITY SECONDARY BACKFILL. SEE NOTE 3 PRIMARY BACKFILL SEE NOTE 3 HAUNCH SUPPORT SEE NOTE 2 PIPE BEDDING OWIF14NCAVATION AND FOUNDATION STONE, REQUIRED ONLY WHEN SPECIFIED IT THE CONTRACT DOCUMENTS OR WHEN DIRECTED BY THE ENGINEER (SEE 3010, 2.06 AND 3.01.1)) FIGURE 3010.201 SPECIFIC TRENCH AND BEDDING BACKFILL ZONES, PVC TRUSS PIPE GRAVITY FLOW SEWERS UNDER OR WITHIN FIVE FEET OF PAVEMENT NOT TO SCALE ENGINEER ouwN av IOWA CITY, IOWA RE SONS l� AMP KIC 191037 III'r� 1360 NW 121st Sheet 50325 Strong Clive,Iowa1229 �McCLURE CHECKED sr—,KDoKND FEBRUARY 2022building ' 8RB FIELDBOOK fox 515 964 2370 RFr .j 000n S— ()OO rw -tKH, . Cdesd I 19 kuleni O Cara Sria tin 12 "Ches ram VdEDOq m.rwde pn:h O2 .ECW i r.."I, p,r — I It, rr pp. jdnt - ne. 9gu;vy sewer 10 to 2e inches Itorn oubade of mertfI Mi. 0 Algn WW- - 11w:3..19..1—timl 9.4W ppu w Wa5 dejr No manhule bow ORmtkwe 11IW ID n— de a smoelh T—I and 10 dlrecl Ron to WOOL OI ese Wsfre I, NO H*a m1h aap4n MIneCnan, Us A10K Lamb* con 110411 a lwmw to &cow ptw '"I Unit Sent, PSX•0ww d"wt Doom ar a Hg,,w, map "d Equal ..%f twd—wch.. ^•a C >- s Ln FIGURE 6010.308 INTERNAL DROP CONNECTION FOR SANITARY SEWER MANHOLES NOT TO SCALE BENTON STREET REHABILITATION I BENTON STREET MORMON TREK TO GREENWOOD DR WATER MAIN STP-U-3715(669)--70-52 DETAILS CITY OF IOWA CITY U.03 [. \ I Y i UJ/-uw\UO-Drawings\u0 - n1aM\W I IObId.CsvQ L/ IY/LVLL Y:[J Nrt 12"ST(c) 12-ST( TE TF-- TE BEGIN COMBINED RETAINING TE - WALL - SIDEWALK - - - - - - - C(D) STA 542-49.68 NOTE: REFER TO STANDARD ROAD PLAN MI-221 FOR 7E L(D) C(D) ADDITIONAL DETAILS REGARDING TYPE A AND TYPE B WALLS. II ca Uj W + -4- LL z - - - - - - - - - - A - - - - - - - - - - - - -- END TYPE A WALL BEGIN TYPES WALL-""-"---- - - END TYPE B WALL STA�543.49.05 5"*00 BEGIN TYPE A WALL STA 544+09,05 END COMBINDED RETAINING_ - WALL - SIDEWALK STA 544+48.26 7E 544+48 Y c 4.8) QH CID)r. C(D) ----------- /— C(D) 7� -4- C 0)\ C(D) --- � 7 e r(B), ST(C) 0 0 W. BENTON ST. N - 542+30.47 Z AM G(b G(B) G(S) G(B) G(R) G(B)- C(13) G(B) G(B) G(B) G(8) G(8) ;(e 7,1 1 _ \ \ C(B) \ _ -.. _... G(B) �---- C G(B) a c(e) G(S) — 12"w(C) O 41 G Ildlllla IIIIIIIII - - - - - - - - -ROW-- ROW-- RW-i - fffW - v-- ------- NORTH 0 10 20 40 Z, GRAPHIC SCALE m: NOTE: 804111 OF WALL ELEVATION SHO IS TOP OF SIDE WALK BE SIN WALL ELEVATION WHERE SIDEWAL ( MEETS THE AINING WALL. STA - 542+49.66 REFER TO STANDARD ROAD 'LAN MI-221 FOR -MORE DETAILS. TOP WALL ELE V• 758.63 1760 1 STA 543+21, END TYPE AWALL 7- 755 -42-41.6 f-TOP WALL E -05 -EV 753.08 BEGIN TYPE B WALL STA 50-69.05 155 to 1 T. WALL ELI V• 756.63 TOP WALL =LEV 75155 STA 643- 5 TOP WALL -750.74 : END TYPE : 3 WALL _BEGINTYFEAWAL STA . 5" .05 TOP WALL ELEV • 748.7 750 t A0 STA- M+M.05_/ STA 5"+21.05 ENDWALL WALL ELE If -751.08 STA •;43�9�.05� TOP WALL E LEV 746.77 r-STA a S"-M 26 CD BOT. WALL ELIE 749.55 TOP WALL Et EV 745.82 7� If STA • .01, - 745 T. WALL ELEI 745 T. WALL ELEV= 746.74 4. STA - 544+0! 1.05 I STA = 544,29. �BOT. WALL EL IS . — -� EV • 744.77 _STA 544+411.2% BOT. WALL EL EV• 743.82 740 SOT. WALL SOT. WALL I LEV - 74.5.75 740 ---------- . ........ . ..... W+50 14 00 54 m 5"+00 54540 ENG17NEER IOWA C�TY,71OWA 1740 Lininger Lane, Suite 100 BENTON STREET REHABILITATION COMBINED RETAINING SHUT NO, TMS TMS 191037 building strong North Lib", Iowa 52317 319-626-9090 MORMON TREK TO GREENWOOD DR WALL - SIDEWALK CITY OF IOWA CITY V.0 1 CHECKED BY FIELD —K 11 FEBRUARY 2022 MCC L U RE' PLAN AND PROFILE BRB FELDBOOK +EERING CO. STP-U-3715(669)--70-52 P \1 9I037-000\06-D.wi.p\06 - 3/7/2022 8 34 PM Prepared by: Melissa Clow, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5413 -7, 0-' Resolution No. 22-88 Resolution setting a public hearing on April 19, 2022 on project manual and estimate of cost for the construction of the Benton Street Rehabilitation Project [STP-U-3715(669) - - 70752], 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 Benton Street Rehabilitation Project account # S3947. 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 19th day of April, 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 5th day of Aril , 2022 Z�). . A May Attest: ),L')O Li_O L-i City Clerk Approved by City Attorne s Office (Sara Greenwood Hektoen - 03/30/22) It was moved by Taylor and seconded by Weiner the Resolution be adopted, and upon roll call there were: Ayes: x Nays: Absent: Alter Bergus Harmsen Taylor Teague Thomas Weiner Prepared by: Melissa Clow, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5413 Resolution No. 22-102 Resolution approving project manual and estimate of cost for the construction of the Benton Street Rehabilitation Project [STP-U- 3715(669)--70-52], establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above - named project was published as required by law, and the hearing thereon held; and Whereas, this project will be bid by the Iowa Department of Transportation (DOT); and Whereas, bids will be accepted on June 21, 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 Benton Street Rehabilitation account # S3947. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual and estimate of cost for the above -named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above - named project shall be in the 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 21st day of June, 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 5th day of July, 2022, or at a special meeting called for that purpose. Resolution No. 22-102 Page 2 Passed and approved this 19th day of Apr; 1 , 2022• Attest:- d ) City Clerk r.ea May Approved (� J City Attorney' Office (Sara Greenwood Hektoen - 04/11 /2022) It was moved by Thomas and seconded by Alter the Resolution be adopted, and upon roll call there were: Ayes: x x Nays: Absent: Alter Bergus Harmsen Taylor Teague Thomas Weiner Prepared by: Melissa Clow, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319)356-5413 Resolution No. 22-173 Resolution awarding contract and authorizing the City Engineer to sign a contract for construction of the Benton Street Rehabilitation Project [STP-U-3715(669)--70-52]. Whereas, Tschiggfrie Excavating Company of Dubuque, Iowa has submitted the lowest responsible bid of $3,418,732.80 for construction of the above -named project; and Whereas, funds for this project are available in the Benton Street Rehabilitation Project account # S3947; 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 Tschiggfrie Excavating Company, 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 12th day of July , 2022 Ma o �. Approve)y Attest: City Clerk City Attorn 's Office (Sara Greenwood Hektoen - 07105/2022) It was moved by Harmsen and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: X X X X X X X Nays: Absent: Alter Bergus Harmsen Taylor Teague Thomas Weiner ENGINEER'S REPORT May 28, 2025 City Council Iowa City, Iowa Re: Benton Street Rehabilitation Project [STP-U-3715(669)--70-52] Dear City Council: ;~ 1 CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 MAX Wwkylegov.org I hereby certify that the Benton Street Rehabilitation Project has been completed by Tschiggfrie Excavating, Co. of Dubuque, Iowa, in substantial accordance with the Project Manual developed by McClure Engineering Co. The project was bid as a unit price contract and the final contract price is $3,438,173.13. There were eleven (11) change orders on this project as follows: 1. Substitution of intake types $42,000.00 2. Sanitary manhole modification $790.00 3. Temporary concrete fillet for intake $3,000.00 4. Storm sewer manhole and pipe $45,400.00 5. Removal and relocation of speed limit sign with flashers $2,100.00 6. Cleaning and preparation of PCC pavement base and HMA patches $9,278.60 7. Installation of 5-head traffic signal $4,565.00 8. Liquidated Damages -$19,200.00 9. Adjustment of quantities -$41,438.40 10. Relocation of pedestrian push button $11,300.00 11. Adjustment of quantities $59,399.00 TOTAL $117,194.20 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, PE City Engineer Prepared by: Alin Dumachi, Sr. Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5143 Resolution No. 25-135 Resolution accepting the work for the Benton Street Rehabilitation Project [STP-U-3715(669)--70-52]. Whereas, the Engineering Division has recommended that the work for construction of the Benton Street Rehabilitation Project, as included in a contract between the Iowa Department of Transportation and Tschiggfrie Excavating, Co. of Dubuque, Iowa, dated July 26th, 2022, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Benton Street Rehabilitation Project account # S3947; and Whereas, the final contract price is $3,438,173.13. 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 3rd day of _June , 2025 1 r�� Mayor Attest City dlerk It was moved by _ Moe and seconded by adopted, and upon roll call there were Ayes: Nays x Approved by City Atto.fl(ey's Office (Liz Craig - 05/29/2025) salih the Resolution be Absent: Alter _ Bergus _ Harmsen _ Moe Salih Teague Weilein