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HomeMy WebLinkAboutShoff Consulting Engineers LC-5/10/2010• SHOFF CONSULTING ENGINEERS, L. C. Civil • Environmental • Transportation • Land Surveying City of Waterloo c/o Dennis Gentz, P.E. Asst. City Engineer City Hall 715 Mulberry Street Waterloo, Iowa 50703 Re: Dubuque Road City of Evansdale Iowa DOT Project No. JL -2432(609)--7R-07 Dear Dennis; 5106 Nordic Drive Cedar Falls, Iowa 50613-2746 Phone: (319) 266-0258 Fax: (319) 266-1515 jshoff@shoffengineers.com April 19, 2010 The City of Evansdale requests approval to perform work within the Right -of -Way of Independence Ave. and Idaho St. for the purposes of detour routing and signing for the Dubuque Road Reconstruction project. The project will be let through the Iowa DOT in the June 2010 letting, with construction to begin in the early portion of July 2010. We anticipate the duration of the project to last approximately 30 working days with substantial completion in the mid-August, 2010. The Iowa DOT Contracts Office has not yet confirmed this estimate. Please see the attached plans for additional details. Please sign both copies of this letter to authorize and give consent to the City of Evansdale, to perform work within the Right -of -Way of Independence Ave. and Idaho St., within the City Limits of the City of Waterloo, for the purposes of placing, maintaining, and removing detour signage for the duration of the Dubuque Rd. Reconstruction project. Please retain one copy for your records and return the other to our office at the address above. Please call if you have any questions. Sincerely, S f Consulting Enginee Authorized by City of Waterloo flats -i-- 6_ CA)r\c- Acuff rry L. S,o off, PE, LS, City %`_ eer Print Name/Title Signature c. Chad Deutsch, Mayor of Evansdale Robert Welper, P.E., Iowa DOT District 2 Local Systems Engineer att. Dubuque Rd. Plan Sheets A-01, C-01, J-01, and J-02 W U 1..1. W r' W� o (9 N N W -, 2 wz U fi O U0 ff0�► 0 BLACK HAWK COUNTY Letting Date: 06/15/2010 1 PERMITS This project Is covered by the Iowa Department of Natural Resources NPDES General Perm& No. 2. The Contractor shall cavy 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 Iowa DOT Standard Specifications for additional information. STATE FHWA REGION F.Y. SHEET TOTAL IOWA PROJECT NUMBER IDOT Project No. JL -2432(609) - - 7R - 07 R.O.W. PROJECT NUMBER IOWA DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION PLANS OF PROPOSED IMPROVEMENT ON THE URBAN ROAD SYSTEM BLACK HAWK CO., CITY OF EVANSDALE JL -2432(609) — 7R-07 PCC PAVEMENT - GRADE/REPLACE PROJECT LOCATION - DUBUQUE RD: FROM WEST CITY LIMITS TO EAST CITY LIMITS SCALES: AS NOTED The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, Series 2009, plus the applicable General Supplemental Specifications, Developmental Specifications, Supplemental Specifications and Special Provisions, shall apply to construction work on this project PROJECT LENGTH SUMMARY DIV. LOCATION LIN. FT. MILES 1 STA. 1073+39 TO 1079+51, WBL 612 0.12 1 STA. 1080+64 TO 1089+35,WBL 871 0.16 1 STA 1112+05 TO 1166+25, WBL 5420 1.03 1 STA. 1073+39 TO 1078+56, EBL 517 0.10 1 STA. 1079+44 TO 1089+47, EBL 1003 0.19 1 STA. 1091+25 TO 1166+25, EBL 7500 1.42 TOTAL 15923 3.02 DESIGN DATA URBAN 2005AADT 4850 Y.P.D. 2020 MDT 10100 V.P.D. 2020 DHV 420 Y.P.H. TRUCKS 8 % DAILYYEAR DESIGN C-01 Estimated Quantiles and General Information C-02 B31 C-03 SURVEY BENCHMARK USED ON THIS PROJECT 15 "X" CUT INTO SE BOLT ON R.R. SIGNAL BASE AT NE CORNER OF DUBUQUE RD & R.R. TRACKS. ELEV. 845.80 PIN NUMBER Sheet Index Description A-01 Title Sheet 13-01 Typical Sections 6-02 Typical Section Details 6-03 Pavement Details B-04 Pavement and Marling Details B-05 Pavement Marking Details C-01 Estimated Quantiles and General Information C-02 General Notes C-03 Tabulation of Quantiles C-04 SWPPP D-01 Dubuque Road Plan D-02 Dubuque Road Plan D-03 Dubuque Road Plan J-01 Signing and Traffic Control -Phase 1A & 1B J-02 Signing and Traffic Control -Phase 2A & 28 L-01 Intersection Geometrics L-02 Intersection Geoltn.hIca Q-01 Road Side Soil Borings Refer to Sheet C.02 for Standard Road Plans 4• +. • SHOFF CONSULTING ENGINEERS, LC. Makipd• Water. •Cenananm Mmage eN• •Ten o5Bae•EMOAN. •Land eurvefk9. Insane= gdm6,wraga0m. 6103Nama Mho Cadet F49.1owe 606138850 ROM (3111) 2660258 F (319)28&1615 ownahonnaginnanuorn COPMPIPROPOIR PSC ARO MALL RERAN PROPER,' Or SWAT COASPaiRel 010.1.19. LC ARO MO PART a uOe 011 COMMONMO cM 10 Airf PRMATCDMR RAW MCP wan MCI WETAic. eterrrarr or SAM COROLVIRO POMP; LC %MAL OPPOACT VEIN WS NYC Are SPPORcpau.K S Cr TOPS MALL ��„a v eq Dubuque Road Reconstruction Evansdale, Iowa NO GATE REVISIONS BY REVISION 2 1 DATE DRAWN BY: CHECKEM APPROVED: PROJECT NUMBER Drawing Na 3/32/2010 Amps e 551 1 Project No.. A-01 L-2432(609) - - 7R-07 !HEREBY CERTIFY THAT THIS ENGINEERING AND/OR LAND SURVEYING DOCUMENT WAS PREPARED BY ME OR LINDER MY DIRECT PERSONAL SUPERVISION AND THAT IAMA DULY LICENSED PROFESSIONAL ENGINEER AND LAND SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA ` (E) JER2SHE4A:o95n MY UDENSE RENEWAL DATE IS DECEMBER 31, 2010 PAGES OR SHtr to COVERED 09 505 SEAL: ALL SHEET INDEX 4• +. • SHOFF CONSULTING ENGINEERS, LC. Makipd• Water. •Cenananm Mmage eN• •Ten o5Bae•EMOAN. •Land eurvefk9. Insane= gdm6,wraga0m. 6103Nama Mho Cadet F49.1owe 606138850 ROM (3111) 2660258 F (319)28&1615 ownahonnaginnanuorn COPMPIPROPOIR PSC ARO MALL RERAN PROPER,' Or SWAT COASPaiRel 010.1.19. LC ARO MO PART a uOe 011 COMMONMO cM 10 Airf PRMATCDMR RAW MCP wan MCI WETAic. eterrrarr or SAM COROLVIRO POMP; LC %MAL OPPOACT VEIN WS NYC Are SPPORcpau.K S Cr TOPS MALL ��„a v eq Dubuque Road Reconstruction Evansdale, Iowa NO GATE REVISIONS BY REVISION 2 1 DATE DRAWN BY: CHECKEM APPROVED: PROJECT NUMBER Drawing Na 3/32/2010 Amps e 551 1 Project No.. A-01 L-2432(609) - - 7R-07 Letting Date: 06/15/2010 1 ESTIMATED PROJECTQUANTmEs ESTIMATE REFERENCE INFORMATION Nem Na Rem teem Unit Total Dam listed below is forinmlmadorel purpose onyand shall nolmluenn8 a basin for anyelawork elan orders.• 1 mm 2102-2710080 EXCAVATION, CLASS 10, WASTE CY 3108.0 REM ITEM COCE DESCRIPTION 2 21094229100 SPECIAL COMPACTION OF SUBGRADE BTA 180.0 NO. 3 2111-8174100 GRANULAR SUBBASE, 13. SY 268180 1 2102-2710090 EXCAVATION, CLASS 10, WASTE SHOFF CONSULTING 4 2121-7429010 GRANULAR SHOULDERS, TYPE 'A' TONS 3444.4 hndudes mmmetian 4 areae ender existing Pmaner4 and erdsting shoulder kr pecanau of subbase and new lad moss section. ENGINEERS, LC. 0 2129.2225090 RESHAPING DITCH GTA 10.0 - e 22143145190 PAVEMENT BCARIFCATON SY 21487.0 2 2109- 5100 SPECIAL COMPACTION OF SUBGRADE ' �' 'mieie 26200 LLh64d 0 • NSm • 7 2301-103380 810. OR ST PCC PAVT, CLC, CL -3 DGR., 8 SY 21487.0 See IDDT Spec. Sec.. 2109.050 -6Mo6W •264303• B 0 24022720100 2418-0100018 EXCAVATION, CLASS 20, ROWY PIPE CULV APRON. CONCRETE, 10- CY EA 11.0 4.0 4 2121-7425010 GRANULAR SHOULDERS, TYPE 'A" • CmomaB MmvBen aA ' T ' ElelOiol' 33.0 Includes 3420A tole for ehanld30, and 24 tans for Intersections. See Typical 7110, Sheet 8.03 ,for Medlars & dete0s. RAP millings may be used 6n -toss sa80185 • 10 2418.1160018 CULVERT, CONCRETE ROADWAY PIPE. 18 IN. 01N. LF LF 1194.0 gTnndmdsuider construction. .L,appevd�rv9- 11 2802-8212038 SUBORAOI, LONOTIUOOIAL, -8mv3m Oeien 6 84008m • 12 10 28028320193BUBORA01 25104749880 OUTLET, 57•19C REMOVAL OF PAVEMENT FA SY 80 21487.0 - 52123925060 RESHAPING DITCH 14 28184010000 SAFETY CLOSURE_ FA 6 This Barn includes Oe3Rg/Cle3Ug existing Pips ds and than s ditch area t0 n Locations shown on TY sheets. Permanent sewing 000 08 plImmediatelydImmediatelyMoe None one Cedar Fob, Iowa 16 25283390016 FIELD OFFICE EA 1.0 after completion.500136E8T 16 25250009203 LOOP DETECTOR (ADOMPLCMNT TO 00870701 EA 20 - -- Plrme'RiBj fee -0299 17 25274281109 PAINTED PAVEMENTMARNWO, WATERBORNE OR SOLVENT -BASED STA 4231 621145145150 PAVEMENT SCARIFICATION for Laa201 Map. Fcc 19)288-1515 15 2474253137 PAINTED SYMBOL8LEGENO, WATERBORNEXBOLVENT EA 7.0 000088 RAP material may be disposed d the City Street Department Maintenance Gahge located at 130 Brown Ara Sea Sheet A-01 emessa0genti00804380 10 25288445110 TRAFFC CONTROL LS 1.0 - 20 2533 ,1980003 MOB0JPATION LS 1.0 8 2301.1033080 STD. OR SKF PCC PAVT, C L.0 CL -3 OUR, 8"0ewc 0442 21 2595.0000010 RAILROAD INSURANCE PROVI0CNB L8 1.0 See T,0. 3215 on Sheet 5-02 far Iccat1ons and date0s. Includes 15925 LF of BT31d8s. 'CO Joints redo. Includes 238 SY for Intersection at Sta. 1127+12 comeAM wu mew vrA+,111 ra Moll..Le 986 v6 DOT G. rn 9Ent wa1 O.� 13.0913.091:11�6s 28 88 2601-2826046 2840003330 SEEDING ARID FeRnL®VO (0804) SILT FENCE FOR MCH CHECKS -080 LF 120 3060 B 240127211100 EXCAVATION, CLASS 20, WNW PIPE 00.3OM .TO IA MALI MP 1.4 imE aiwr Removal ed deposal of RCP Cohen at Stn 1183+25- 1.7.3 r,_ 2 ....ann010 or Dubuque Road Reconstruction 111 Evansdale, Iowa °a Estimated Quantities and General Information�� 10 2418-1160318 CULVERT, CONCRETE ROADWAY PIPE. 18 IN For rapecanned of Wert at Sta. 1163425 11 25020712038 SUBDRAIN, LONGITUDINAL, 8" Sea Tab 1040, Steed CO3 for locations. brJudeo engineering fabric coating sides, top and bottom dpanwa Imolai. Cofer top 6' of truce nr5h tap soli. 12 25022-720183 050055I04 OUTLET (RF -180) PROJECT DESCRIPTION/NOTES: Rom to RF -18C for c12s03 n to edamg hake details. See lab 104-9, Shed CO3 for locators. • PROJECT INVOLVES THE REMOVAL AND REPLACEMENT OF THE INTERIOR LANES OF DUBUQUE RD. IN EVANSDALE, IOWA. INCLUDES CORE OUT OF THE SUBGRADE FOR - 13 25100745850 REMOVAL OF PAVEMENT PLACEMENT OF SUBBASE AND SOME DITCH SHAPING. THE PROJECT EXTENDS FROM Includes 15858 LF of mood wrennet& Material shall become property algae contractor or recycled as 124lla08 pan COT Spec. sec. 2111 THE WEST CITY LIMES TO THE EAST CITY LIMITS OF EVANSDALE, IOWA. - • CONSTRUCTION STAKING TO BE PERFORMED BY THE CITY ENGINEER, COORDINATION 1425186916060 SAFETY CLOSURE REQUIRED. Bid Dern Is fcr rad closures per 7C-252 Situation 1 (Urban). See J shade for k3atios. 16 2525.00002C0 LOOP DETECTOR (ADD'RPLCMNT TO EAST SYS) Gan le fags Ternod and replacement d rending Loop Detectors leaded on Sheat. 0.01. See SODAS Fig. 98010.19 on Sal 8.04 fan details and COT Spec. Sec. 225.03.F formmWdlon specs. Method of Measurement Includes a0 materials, labor, equip., testing end any other Gens needed to replace (Meting loop detector. Beale of PeymenI la contract mot prig for each Loop Detector properly Installed 17 & 18 252742133109 PAINTED PAVEMENT MARKING WATERBORNE OR SOLVENT BASED Sea Tab 10822 Sled CO3 formed0as. 19 2528-8445110 TRAFFIC CONTROL See Trac Control Pial on Sheds J.01 and J@ Odor signing shall be IsmOed changed rammed and retained by to Contractor. City of EYansd8le shell mshdel8 the detour for the duration dee pled. Slgre ere incidental to Ob cost of tm0c control and shall need the specifications 42528.03. Canters and rethacthity of signs subject m appeal dee Engineer. 21 25950000070 RAILROAD INSURANCE PROVISIONS See Special Pmdsla SP -092003 22 2801-2836044 SEEDOFERTdIZE (URBAN) haduded for ell mad debated areae Woahg the rani ans0union as designed by the engineer. Seed Mbdl2m Bluegrass, Ky 31 Or Fawn 45 lbs. per 0305 Pmmrial Ryegrave 35 lbs. per are d Bhdetet Trefoil 5ls. perbore 3 1 1 DAT( 3/30/2010 5 DRAWN BY. FIX e: L]@CAE04 Fertilizer Rate• 750 tbs. 41313.13 or egd8dent men...le Ma= pmece. APPROVED - PROSiTNUMBEFt 551 23 2602-0000030 SILT FENCE FOR DITCH CHECKS Drawing No. Ditch checks shell encircle 031 medal Intakes and 15 LF sections shall be placed at e distmse Of 60 feet and 75 fed from hakes as directed by engineer la the geld. Mdmmmnce during costruWan anal be performed by contractor. Qty shall take o8o58l , maintain and mom slit fence opal completion age contract C-0 1 $ 27 IDOT Project No. JL -2432(809) - - 7R - 07 Letting Date: 06/15/2010 6 ALTA. MmA YRCIALST ALL -WAY STOP 16 SIGN DSSCRPTION. MUTED QTY ROPDWO41(100D FEET • W261 B, ER3`O51 W© -RK G24-2 'OCT W20-2 2 DETHAM 8441. DETei1R.._... 841. 9 • '78. ROVIRMOSED- 511-2 5 Alb RitW11AS2 STORAFIE4Q' 8 14 .ROADethes .1WmaREr. ROAD r109 "R7?Hi{?17GN3RCFEIC R114 . ib STOP,AVAY Ri'151.2 17 DttdUldtl ata, • 4 AND 5 NOT USED • AT INTERSECTIONS OF DUBUQUE ROAD AND NORTH EVANS ROAD, DUBUQUE ROAD ANO NORTH ELK RUN ROAD, AND ' DUBUQUE ROAD AND IDAHO STREET ALL -WAY FLASHING RED TRAFFIC SIGNALS. CONTRACTOR SHALL COORDINATE THE CONVERSION WITH 11 -IE CITY. • DETOUR SIGNING SHALL BE INSTALLED. CHANGED, REMOVED AN RETAINED BY THE CONTRACTOR. THE CITY OF EVANSDALE SHALL MAINTAIN THE DETOUR FOR THE DURATION OF THE PROJECT. • ALL SIGNING SHALL BE RETROREFLECTIVE LIMITS OF CONSTRUCTION .375* -0.375* SERIES B 2000 ALPHABET COLORS: LEGEND - BLACK BACKGROUND - ORANGE 13 4 -WAY FLASHING RED TRAFFIC SIGNALS, CONTRACTOR SHALL COORDINATE THE CONVERSION WITH THE CITY. 14.967• 28.624* nazrt AK 5MM 5.282• ,-2.375" PHASE IA & 18 -EASTBOUND TRAFFIC REMAINS ON DUBUQUE ROAD. WESTBOUND TRAFFIC IS DETOURED NORTH AT NORTH ELK RUN ROAD (COUNTY V43) TO INDEPENDENCE AVENUE (IOWA 281), WEST ON INDEPENDENCE AVENUE TO IDAHO. ROAD, SOUTH ON IDAHO TO DUBUQUE ROAD. PHASE 1A CONSTRUCTION WILL BE ON THE WESTBOUND LANES OF DUBUQUE ROAD FROM THE EAST CORPORATE LIMITS TO THE NORTH EVANS ROAD INTERSECTION. PHASE 15 CONSTRUCTION WILL BE ON THE WESTBOUND LANES OF DUBUQUE ROAD FROM THE WEST CORPORATE LIMITS TO THE NORTH EVANS ROAD INTERSECTION. DETO. R G20-2 M4 -9R R3-1 R3-2 64-9L ROAD CLOSED R11-2 DETOUR M4 -10R ROAD CLOSED T THRU TRAFFIC R11-4 M4 -10L W3-1 R1-1 R1-3 W20-1 W20-2 ROAD CLOSED• 1000 FF W20-3 NORTH EVANS ROAD INTERSECTION SHOFF CONSULTING ENGINEERS, LC. •CNB•5 351* 48•W3385• •Mmddpei• Webr• 4duatrial•SWmwsi• • CmvNR9m Yarr2emr4• •T•E1arfi1m1• •Lm,d BmwyLg• •LmdDai • •6mvenm Claim uaemInwaH�• 6106 Nm®e DAe Cedar RC. lows 808382 Mom (3S) 2080258 Fag (318)2W-1516 wwwat nemamm ORM. ,Rma OS MO SOU FORFORI PRIAM, OF SNOW OrmlitCOMO MOM& LC. MD RD Part CR =WSW DO oawM1.S. cin e��mocem, OTHER inr. R. nn rm� rPRFPevaIlta61i wBEFM SOOT COM.mMN RFRU WM ear SPCCRICATO/9 WALL worms COMOJAM6 MO. OF =MM. OF Tit RESIRc,eM 0 U 0) c 0 0 0` W Cr 0 Evansdale, Iowa W a) 0) • a 0 -a 0 U 0 0) a) .0) 0) . REVISIONS DATE 85 8 6 4 5 dy aa 2 24151 3/30/2010 DRAWN EY: RJF CHECKED: APPROVED. PROJECTNUNBEt 551 DOT Project No. J J-01 _-2432(609) --7R - 07 • Letting Date: 06/15/2010 ... mos DESCP. 1 ON MurCO QTY D 1: RDADWOREIOADMehl. .W�H: 5242 6 LI ' 'e ALTA VISTA AYE INDEPENDENCE AVENUE (Iowa 261) . ENOROADWDRK DEMUR 3p0FEET 63962 L _• F, �� .�.. , . :, AVE EB©� 281 DEToth .114,313C EB EB T .DETOA9R .T984L n —. .A.0. >nl (6r t� .8 �?OIAi. 315 1OR n O 2 �.'I.. 'E3a•1a p \\ o 1 5 mart SHOFF CONSULTING © <_ y EFFILAN 2 \\' >R II _ MD ET 1i D16 ENGINEERS, L.C. . ©; , B ALL MAY STOP wtiemRr sr 12 ttD Rt3iiTi 'iN. R3-:fii 2 . Eyve. E... Y..Yad•Wmmwmx• a APCFRE < " R 19 10. BTOP.AFE+ Ci.OSED1322 'WP9.'7� 6 MT. K A ITEROAD ADCL S®p . -0 Cae en Mmuemn4a BUIIER �� v,c g 1 3 1614, Ede ig •T • ezpzzeez ..�1 .. ,., mru¢ 4aore A VE 29 '8" aeovE Avc tt 0aJERO ol31 ... \ 2 a7 •I�40eretopCre�E• - �� �� . ROAD CLOSURE to cujo� ::. _ En AVE ©� ®-�� a Y DEAImD89 "� >3 o .. - ......: 4 AND 5 NOT USED •ALL -WAY FLASHING RED TRAFFIC SIGNALS AT . ymaerm Maki 6C n Dlive bt°B eID= Cedar Fab. ID= ��'=^= ,• 33 .rz •a '� a ROAD, UBUUQUE ROAD AND NORTH INTERSECTIONS OF DUBUQUE ROAD AND RUN ROAD, AND \ g� �'! �a ``m�yei c DUBUQUE ROAD AND IDAHO STREET. CONTRACTOR SHALL 4 �•• ATOM COORDINATE THE CONVERSION WITH THE CITY. DETOUR SIGNING SHALL BE INSTALLED, CHANGED, REMOVED t•' kei ®.. dd r °OON AND RETAINED BY THE CONTRACTOR. THE CITY OF EVANSDALE WILL MAINTAIN THE DETOUR FOR THE DURATION I T\ ' t osAOE Ar< w = OF THE PROJECT. MYL[f b� LI /"W„,..,_•----___ y y,• T6 z ALL SIGNING SHALL BE RETROREFLECTIVE ' truction OP e p��F4�g e2A&2B 14'11 M'INDRNE AVE \ J} ti \":,. -.N. U@uQLFRO'9D • , CLOSURE 1111YW. SERIES COLORS: B 2000 ALPHABET \ LEGEND - BLACK L O , R a. OAD P'µ - LIMITS OF CONSTRUCTION 375 375 BACKGROUND ORANGE ` 4 SIT 8 �� to ty •t r 3`;?L'„+ x r 3.�, d '"'Lp• - `9" -87.875' K �Zy. t3 4 FLASHING RED TRAFFIC C cn 8" u�°'rt1� a,F4» tfirrr✓' „ z ,j, ; , '3`-+ 1'`'L" '"-'• « cast —AVE § Y . �'y. _ aj ```��J `�� ,� 1 _ - YB ICOORDINATE -WAY SIGNALS, CONTRACTOR SHALL THE CONVERSION WITH THE CITY. CO U O ....0 0- �. '^ J': .3.ni aGC�i:i*..' .' . 1M . y y, .ep+r �G''.5�. E A 2 MDT AYE`•. -�. \ `. 1 ► L • — EY TYPE ]tgARWCADE ` g C O ,\ '� 4� W -0�E•� -0) Y O U tD • -‘. 3" 14.967 5.282"-3-- Ave • (\/'�, t3 `V v^i 02375' 28.624 pl "i .mr oa \ i 2 ; at�� :n I PHASE 2A & 28 -WESTBOUND TRAFFIC REMAINS ON 281), EAST ON INDEPENDENCE AVENUE TO ELK RUN DUBUQUE ROAD. EASTBOUND ROAD (COUNTY V43), AND TRAFFIC IS DETOURED NORTH AT IDAHO STREET TO INDEPENDENCE AVENUE (IOWA SOUTH ON ELK RUN ROAD TO DUBUQUE ROAD. to ROAD - LL.� W ^, and Tri PHASE 2A CONSTRUCTION WILL BE ON THE EASTBOUND PHASE 28 CONSTRUCTION WILL 8E ON THE EASTBOUND OF THE CITY LANES OF DUBUQUE ROAD LANES OF DUBUQUE ROAD. FROM THE WEST CORPORATE UMITS TO THE NORTH EVANS RD INTERSECTION. FROM THE NORTH EVANS RD INTERSECT -10N, EAST TO THE EAST CORPORATE UMITS .CLOSURE -W�••t� J Cr v 5 F .A+�-�' g a 4 DETOUR DETOUR ,3 -- a END ROAD WORK : , � � '� � r DETOUR -.'''DETOUR `rvpa.Yl:. <6..,a-. ; F .k' rh.';, mss; h..;. : f c ' ,.. ' rx NORTH EVANS ROAD INTERSECTION - Q co d s 6 REVISIONS NO. DATE BY r REVISION i 6 2 G20-2 M4 -9R M4 -9L M4-1 OR M4 -IOL R1-1 R1-3 6 4 A "A, \ 2 $ r 1 e ROAD DATE:3/�/ 2316 Y ROAD ROAD. CLOSED w ROAD DETOUR. DRAWN BY: RJF I TO "fit WORK LO§)=D' � CHEMED: XOOO F7 S100ti APPROVEM CLOSED THRU TRAFFIC 1oao Fr FT' PROJECT 69, Nq R3-1 R3-2 R11-2 R11-4 183-1 W20-1 W20-2 W20-3 J-02 IDOTPIoIect-ND. J_-2432(609)-- 7R - 07 CITY OF WA.'ERLOO Council Communication City Council Meeting: May 10, 2010 Prepared: May 4, 2010 Dept. Head Signatures Eric Thorson, PE., City Engineer # of Attachments: SUBJECT: REQUEST BY CITY OF EVANSDALE FOR USE OF CITY STREETS FOR DETOUR Submitted by: Dennis Gentz, P.E., Asst. City Engineer Recommended City Council Action: It is recommended that the City Council authorize the Mayor to sign Letter of Consent and adopt a resolution approving the use of portions of Idaho Street and Independence Avenue in the City of Waterloo as a detour during the Dubuque Road Reconstruction project in Evansdale. Summary Statement Shoff Consulting Engineers, LC, on behalf of the City of Evansdale, Iowa, is requesting authorization to use portions of Idaho Street (Dubuque Rd. to Independence Ave.) and Independence Avenue (Idaho St. to East City Limits), in the City of Waterloo, as a detour route during construction on Dubuque Road in Evansdale. Expenditure Required N/A Source of Funds N/A Policy Issue N/A Alternative N/A Background Information: Anticipated DOT letting in June 2010, with construction to begin in the early portion of July 2010. Project is anticipated to last approximately 30 working days with substantial completion in mid-August. RESOLUTION NO. 2010-342 RESOLUTION APPROVING LETTER OF CONSENT WITH SHOFF CONSULTING ENGINEERS, L.C. OF CEDAR FALLS, IOWA ON BEHALF OF THE CITY OF EVANSDALE, IOWA AND DIRECTING EXECUTION OF SAID LETTER OF CONSENT BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Letter of Consent dated May 10, 2010, to perform work within the right-of-way of Independence Avenue and Idaho Street for the purpose of detour routing and signing for the Dubuque Road Reconstruction project in Evansdale, by and between Shoff Consulting Engineers, L.C. of Cedar Falls, Iowa on behalf of the City of Evansdale, Iowa, and the City of Waterloo, Iowa, be and the same is hereby approved, and the Mayor authorized to execute the same in behalf of the City of Waterloo, Iowa. PASSED AND ADOPTED this 10th day of May, 2010. Ernest G. Clark, Mayor ATTEST: Suzy h. -res, CMC City Clerk