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13.D.2. CR 83 Reconstruction Approval-Res. No. 6851
J ~. D. L . CITY OF SHAKO PEE Memorandum TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: County Road 83 Reconstruction Layout Approval DATE: December 16, 2008 INTRODUCTION: Attached is a resolution from Scott County asking the City to approve the CSAH 83 Reconstruction Layout. BACKGROUND: On July 15, 2008, City Council did approve a motion to proceed with CSAH 83 reconstruction with the cost sharing not-to-exceed approximately $290,000.00 for construction only, with no interest or engineering costs and no pay back due until 2015. Since that time staff has been meeting with County staff and the consultant, Bolton & Menk, Inc. who is designing the CSAH 83 Reconstruction Project. There has also been an open house with the property owners along the reconstruction project limits in October, 2008, and the plans have been developed to a point where layout approval is being requested by the County in order to proceed with right-of-way acquisition. With this memo, staff is including the resolution of approving CSAH 83 Reconstruction Layout, as well as layout drawings that have been prepared. Associated with these layout drawings, staff would highlight the major improvements associated with the layout design as follows: 1. Bituminous trails have been incorporated on either side of the reconstructed roadway and a boulevard width of 12 feet has been incorporated. 2. Improved drainage associated with this corridor has been done to the area east of CSAH. 83, which would drain into the Blue Lake Channel which ultimately drains into the Prior Lake Channel and Minnesota River. 3. Full movement access to future commercial and residential property adjacent to Shakopee Gravel. This new access would also require a re-routing of the truck access from Shakopee Gravel onto CSAH 83. 4. Design of future Thrush Street opening on CSAH 83, which is approximately ~ mile spacing from 17th Avenue and Valley View Road and extension of sanitary sewer lateral in this area to serve residential property west ofCSAH 83. ..-,", 5. Valley View Road intersection would have a protective left turn and right turn lanes. Preliminary traffic signal analysis have indicated a signal is not warranted at this time. However, with the future extension of Valley View Road, east of CSAH 83, it is anticipated that a signal would be warranted upon that connection. 6. An opening in the median is being provided, south of Valley View Road, to allow property owners to make u-turns to access their property versus proceeding to C.R. 42 or to Valley View Road. 7. Current cost split estimate has the City of Shako pee's share at $241,272.13. Scott County will also be present to address the construction schedule and future cooperative agreement that the City and County will need to execute for this project. Scott County will be entering into an agreement with the Shakopee Mdewakanton Sioux Community for funding associated with this project. AL TERNA TIVES: 1. Approve a motion adopting Resolution No. 6851, a resolution approving CSAH 83 Reconstruction Layout. 2. Do not approve Resolution No. 6851. 3. Table for additional information. RECOMMENDATION: Staff would recommend Alternative No.1, if there are no outstanding concerns by the City Council. A final cooperative agreement and final plan approval would still be necessary by the City Council at a later date. A layout approval allows the County to move forward with right-of- way acquisition knowing that the City Council has seen the configuration on the proposed project. ACTION REOUESTED: Offer Resolution No. 6851, A Resolution Approving CSAH 83 Reconstruction Layout and move its adoption. ~ Public Works Director BUpmp ENGR/2008-PROJECTS/2008-COUNCIUMRM6851-CSAH83-RECONSTRucnON-LAYOUT RESOLUTION NO. 6851 A Resolution Approving CSAH 83 Reconstruction Layout WHEREAS, the reconstruction of CSAH 83 designed by County is needed to meet future traffic volumes; and WHEREAS, the County has secured funding for the project that will allow it to be constructed now and financed until 2015; and WHEREAS, the layout proposed by the County for the CSAH 83 Reconstruction Project addresses City transportation and pedestrian facility needs. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: 1. The recitals set forth above are incorporated herein. 2. City staff is directed to include construction of extending a sanitary sewer stub at the future intersection of CSAH 83 and Thrush Street. 3. CSAH 83 final plans need to incorporate a drainage design to facilitate drainage east ofCSAH 83 and north of Valley View Road. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of ,2008. Mayor of the City of Shakopee ATTEST: City Clerk ENGR/2008-PROJECTSI2008-COUNCIl1RES6851-CSAH83-RECONSTRUCTION-LAYOUT DRAFT COST SPLIT CSAH 83 IMPROVEMENTS ENGINEER'S ESTIMATE 11/2512008 1 LUMP SUM 1 $300,000.00 $300,000.00 91% ~ 2 TRAFFIC CONTROL LUMP SUM 1 $100,000.00 $100,000.00 100% 0% $0.00 78.2% 3 PORTABLE PRECAST CONCRETE MEDIAN BARRIER (PINNED L1NFT 16800 $12.50 $211250.00 100% 0% "".00 78.2% 4 REMOVE BITUMINOUS PAVEMENT SOYD 29 500 $2.00 $59 OOMO 100% 0% $0.00 78.2% 5 MISCELLANEOUS REMOVALS LUMP SUM 1 $100000.00 $100,000.00 100% 0% $0.09 78.2%10 8 COMMON EXCAVATIO'" IEv' CUYD 97 000 <4.50 '''36500:00 100% 0% "".00 78.2% 7 COMMONBORROWt~ CUYD 40 000 $9.00 '$360 000.09 100% ~OO 8 POND EXCi>.IIi>.TION IEV' CUYO 20000 ".50 ''''0000.00 50% !iAs 000.00 9 GEOTEXTILE FABRIC SOYD 94400 2.00 $18Ifaoo.00 100% 0% $0.00 70.2% 10 SOIL INFIL TAATION MEDIA CUYD 745 35.00 016015:00 50% 50% $13037.50 78.2% 11 SELECT GRANULAR BORROW ICYl CUYD 64 770 14.00 $800 180.00 100% 0% "".00 78.2_ 12 AGGREGATE BASE CLASS 5 TON 79 000 15.00 81185000.00 100% 0% $0.00 78.2% 13 ts' TYPE SP 12.5 WEARING COURSE MIX (3 C TON 5200 $75.00 . ,,'$390000.00 100% 0% SO.OO 78.2% 14 2.5" TYPE SP 12.5 WEARING COURSE MIX 3 C TON 6650 $70.00 .$605500.00 100% 0% "".00 78.2% 15 4" TYPE SP 12,5 NON,WEARING COURSE MIX (3 Bl TON 13850 $70.00 .,. $969500.00 100% 0% SO.OO 78.2% . 18 OUTLET CONTROL STRUCTURE EACH 3 $4 000.00 $12000.00 50% 50% .$6000,00 78.2%1'>, 17 18" RC PIPE APRON EACH 1 $500.00' ..'''00.00 50% . 50% <250.00 78.2%1". 18 24" RC PIPE i>.PRON EACH 2 <800.00 . '1200.00 50% $600.00 78.2% 19 30" RCPIPE APRON EACH . 1 <700.00 ,. 5100:00 50% . '350.09 ~I 20 RIPRAP CllII CUYO 450 5.00 ' 29 .50.00 50% 50% $14 625.00 21 4" PERF. PE PIPE DRAIN L1NFT 2000 6.50 13000.00 50% $6 500.00 782" 22 6" PERF. PE PIPE DRAIN & TRENCH CONSTRUCTION LINFT 1500 15.00 .22500,00 50% - $11 250.00 78.2% 23 12" RC PIPE SEINER L1NFT 2723 28.00 76244,00 50% S38122.00 . 78.2% 24 15" RC PIPE SEWER L1NFT 1274 30.00 6~20.00 50% 50% $19110.00 78.2% 25 18" RC PIPE SEWER L1NFT 1185 35.00 1'475.00 50% 50% <20 737.50 78.2% 26 21" RC PIPE SEWER L1NFT 1473 0.00 "'920.00 50% 50% $29460.09 :8.2%b 27 24" RC PIPE SEWER UNFT 1490 5.00 ""'050.00 50% 50% "3 525.00 28 30" RC PIPE SEWER LlNFT 697 50.00 34850.00 50% <17 425.00 29 CASTINGS EACH 82 475.00 8850.00 50% 50% <19475.00 78.2%B1 30 CONSiRUCT DRAINAGE STRUCTURE DES G ORH UNFT 152 300.00 5600.00 .50% .50% $22 800.00 78.2% 31 CONSTRUCT DAAINAGE STRUCTURE DES 4&4020 UN FT 185 $350.00 '""750.00 . 50% "2 375.00 78'2% 32 CONSTRUCT DRAINAGE STRUCTURE DES 544020 L1NFT 47 <400.00 18800.00 50% 50% <8400.00 18.2~M 33 10" DIP SANITARY SEWERf35' DEPTH UNFT 100 <90.00 !I:<lo06.00 0% 100% $9 000.00 100.0% 34 CONCRETE CURB & GUTTER DES B424 llNFT 37 800 $11.50 $434100.00 75% 25% <108675.00 78.2% 35 MODULAR BLOCK RETAININGWALl SQFT 2050 ~25.00 ""'1'250.00 .100% 0% "".00 78.2% 36 4" CONCRETE PAVEMENT W/AGGREGATE BASE CLASS 5 SOFT 32100 "'.00 "96300.00 100% 0% $0.00 78.2% 37 3" BITUMINOUS WALK WI AG.GREGATE BASE CLASS 5 SOFT 184 400 $2.50 61000.00 56% 44% $202 840.00 .~. 38 SIGN PANELS TYPE C . SQFT 550 $30.00 16500.00 100% $0.00 78,2% 39 STRIPING LUMP SUM 1 $30 000.00 30 000.00 100% .$0.00 78.2% 40 EROSION CONTROL LUMP SUM 1 $20 000.00 $20 000.00 100% SO.OO 78.2% 41 SEED WIMULCH i>.CRE 27 S2ooo.00 "54000.00 100% "'.00 78.2% 42 INFll TRA TION AREA SEED WIMULCH ACRE 3 $3 000.00 ".9.000.00 50% <4500.00 78.2% It. 43 SILT FENCE - MACHINE SLICED L1NFT 5100 S2.50. "'$12150.00 50% "6 375.00 78.2% TOTAL CON$,RUC,ION COST LESS .PROAATED I'EMS $7,386,914.00 $671,432.00 $33.06 ..'$5~M21:9~ RATIO. OF PROJECT COSTS 0.980 .TO,9~j . PERCENTAGES ,AKEN FROM THE SCOTT COUNTY ~RDAATED COSTS $300,000.00 .$~1,3~:~~ COST SHARING ~OLICY DATED DECEMBER 1989 TOTAl. CONSTRUCTION COST $7,686,914.00 .~1>\8,~~,7~ CITY SHARE (40%) ::.,.$219,33.8:39 .. CITIES OF SHAKOPEE & PRIOR LAKE CITY COSTS SPLIT LINEARLY + 10% CONTINGENCY $768,891.40 '$2',933,83 78.2% OF THE PROJECT TO SHAKOPEE, & 21.8% TO PRIOR LAKE TOTAL PROJECT COST $8,455,805.40 ;.'.. $"'1:Z12,13 TOTAL SHAKOPEE '.'COUNTY TO PAY FOR 10' TRAil, C',IES TO PAY FOR 8' TRAil F:\P\8313\Excel\Estlmate.xls CURRENTPOLtCY ~$WJ<OPEE 12I9l2OO6 Bolton and Menk, Inc. C.S.A.H. 83 RECONSTRUCTION Prepared by: DAL SHAKOPEE MDEWAKANTON SOUIX COMMUNITY (IN PARTNERSHIP WITH SCOTT COUNTY, CITY OF PRIOR LAKE AND THE CITY OF SHAKOPEE) SCHEDULE 10 Task Name ;2009 2010 1 Joint Powers Agreements ]Ji.iY.J.1!'_'l_[Jul::-~iT~~iI::QQLU&YJmQ~S~~UM"'-UPL[1~TIT'!iIT JuLl~!!ll~~.EJ.liQUJJov.L!?.ec Aa!'TFebrMar JAPil May T ~~L~'1..1.2e 2 ~i~~fiz~<3.~~rn~trics~~~_[ayouf"" - I ! EAl i i ! Fln~II:t:rJ:::[J:5:i]rs Ag~emn ! i ! Ii! i II 3 EAW . .. 4 - Finalize Construction Limits 5 beliverROW NeedstoScohCol.lnfy" ..... ;. ::. Deliver ROW Needs to Scott County I. I! I ; I I I ; I 6 Sl.lbmlfEAW.....................m.........................._.... . 7 ~i~.~(of...\ij.~yJ:\~g~isiH~~... : i ii, ;::. Right of Way: Acquisition ::::::::: 8 Contract Documents i ::::';; Contract Documents:: :::: i : : : : 9 .-6(jok-Contriicfbocuments-. . ..-----. 60% cont~actDoc:um,~~s~ R~vie~ I I! I i I I I I i I . I I 10 . 60% Review 11 -"95o/~..ContraCf.bocl.lments..... 195%F~~1;';ft~~T:~ II i I i I \ Iii III 12 CountySfiiteAidRe"iew"" 13 - -foO%-Subm-ftfiifPiid<age----.-mmm..---m.-- 14 ".Counfy Stiite.Aid Approvai............. 15 Advertising....... ... ......... ..... ........ .'. 16 sra15afe'" _'..mhcm~.m'__.h , "" "" ri~ Date , , " """'" Permits.. . .... .." ...... ........, 17 I Ip~sebt:'~d~~e:~~~~!: i i ! I I! i i i i I i I 18 Phase-rc'onsfruCffo.n--..... ............................. 19 Pri"ateOHiifyRelocafions . ... .- .....,.... 20 Phase2ConsfruCfion........ . . !. ....... P~as~ 2 ~on~truction, (SB Lanes)! : . : : : ~ 21 ConstrucHonCompIete .. '! ! : :: ! j Construction Complete : Printed: Man 12/1/08 Page 1 - - -- ---_.._-~---_. -- -----....-- -- ------.-- ----- .--- ---,---- - -- ---- ~- ---._---- -- II \ 1111 ~ / )"",'- -",. /},' I :: ' : I:: ~i : ( '-.. ,.'i. " LEGEND , I ~ ii I ,.::-~~:,::i~\i ' ~ " 91" CJ ....,..-.. . ".".."" , PAVED ROADWAY I I 1; ~ 'Iii 1::1 ~ ;:X;~---,.. '-'\_\.X~:?:.::~~S:..:>. I I , ~ ~:\/'A\'i&\. CO",RETE DRNEW"'S. 'EOONS. '~ C (....='.:J ~~ i!\_:/~'~III\: ::::,:::R ! I -----1 ., (-"'-/ ',''''.'\'".,:."" SHOULDERS I I I . I '.: ":~jjt;i1IJ! ::~~:::S ':::~NG ! I i I CSAH83 "" ',.'.\'..-.C:~>'.c,,'h:.:,,':,::.', --------- EXISTING RIGHT OF WAY ,I' , (CANTERBURY AD) \~;.:;,"-~::-:':j~N~~{\~r\\\'::-;~ ::: I ' I ';'10\;'.:::; ----- PROPOSED RIGHT OF WAY I I i I~VEHI~~ ' I ' , / -''',:-.//''-:.>!~~lfffi?'fY' FUTURE RIGHT OF WAY : I : III' I -, ",'." ,.; , ' '., " I '. I '--, ,.h,_.n_._'_'.__,.._"._n.h,hhh_ FUTURE CONSTRUCTION I I Ii!! //>.::.=:....~,\,'..---..\ (, ,,'-(~/,//.) .."/ "/ }',!' I I I ~\~..:)~~:r>..,,\,\~ ',: /', /.';~~.,>.~/. ,"," (,/J _ ------------ TEMPORARY CONSTRUCTION EASEMENT I I r::.':~/:'" i i i ) : / (.. (</;// ',/,.j / /" /.~- I I I ,',--j :." I / \". ' /.'/. /.' , . I I ,'. .,'. '.___n_______________n_n_. EXISTING DRAINAGE & UTILITY EASEMENT ,~~~;~___~~JJ~~L~~----1*77~;1:'~--------r---4~1..,tr: :, : I i-'--,.--"~----'""-r- ,', ,., ' , , , '., -------------- PROPOSED DRAINAGE & UTILITY EASEMENT I \ ' ~r~~~~~~J~~~~~~~_IL/?/'c~---~~--~LLL /., I I >/i'd --------, " "/'1'-' I,' ':1,.,..-:- ~ EXISTING SIGNAL ,I I .~ -~ . ], -~n,. -~",' .-:..\ ,'. I.~" _____ n . , , 'I, .. !. ' p. ,,' , '.. ,.. .. I ~ "1/ : no.q ::: I ;: I . \ :~! 2n + ' :- ~ /./ -. -/,~ ' ;~p::= / , . /<i '~r~ ~ ---; ~--,I '-7 ~,~.- ; '~~h 8.,." .. ~='_. I,J"" " 0.1 " .'. 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