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HomeMy WebLinkAbout5.E.1. Approval of Plans for Upper Valley Drainage Way and Trail Improvements near CR 17-Project No. 2011-3-Res. No. 7203 5: E. I. ntm V:77, PIT W �;,� VI CITY OF SHAKOPEE Memorandum TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Approval of Plans for Upper Valley Drainage Way and Trail Improvements by CR 17, Project No. 2011 -3 DATE: June 5, 2012 INTRODUCTION: Attached is Resolution No. 7203, a resolution approving plans for the Upper Valley Drainage Way and Trail Improvements near CR 17 and ordering advertising for bid. BACKGROUND: Previously on July 5, 2011, City Council approved an extension with WSB & Associates, Inc. for design services on the Upper Valley Drainage Way to improve the slope stabilization and drainage performance and safety of the adjacent trail by County State Aid Highway (CSAH) 17. Plans have been completed and the main plan sheets are attached for Council review and approval and to start the advertisement for bids. Main improvements in the area would be the removal of all loose riprap, stabilization of the slopes and safety improvements for the adjacent trail under County Road 17. Not included with these plans are the installation of two pedestrian lights on either side of the pedestrian underpass for safety. This work would be coordinated with Shakopee Public Utilities and not part of these plans. ALTERNATIVES: 1. Adopt Resolution 7203, a resolution approving plans and specifications and ordering advertisement for bids for the Upper Valley Drainage Way and Trail Improvements, Project 2011 -3. 2. Deny Resolution 7203. 3. Table for additional information. RECOMMENDATION: Offer Resolution No. 7203, a resolution approving plans and specifications and ordering advertisement for bids for the Upper Valley Drainage Way and Trail Improvements, Project 2011 -3 and move its adoption. This project would be funded by the Storm drainage enterprise fund as it is being done to correct a storm water efficiency in the upper valley drainage way. ACTION REQUESTED: Offer Resolution No. 7203, a resolution approving plans and specifications and ordering advertisement for bids for the Upper Valley Drainage Way and Trail Improvements, Project 2011 -3 and move its adoption. / St Bruce Loney, 17 . Public Works Director ENGR/2012- PROJECTS /2012- COUNCIL/ApprovalUpper V alleyDrainage W ay RESOLUTION NO. 7203 A Resolution Approving Plans And Specifications And Ordering Advertisement For Bids For The Upper Valley Drainage Way & Trail Improvements by CR 17 Project No. 2011 -3 WHEREAS, Bruce Loney, Public Works Director has prepared plans and specifications for improvements for the Upper Valley Drainage Way & Trail Improvement Project, by storm drainage, slope stabilization, trail reconstruction and any appurtenant work, and has presented such plans and specifications to the Council for approval. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: 1. Such plans and specifications, a copy of which is on file and of record in the Office of the City Engineer, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin an advertisement for bids upon the making of such improvement under such approved plans and specifications. The Advertisement for Bids shall be published as required by law. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of , 2012. Mayor of the City of Shakopee ATTEST: City Clerk ENGR/2012- PROJECT /2012- Council /RES7203APPROVE- PLANS -ORDER -BIDS GOVERNING SPECIFICATIONS SYMBOLS SONS ArIDN .STANDARD CCoNne LINE STATE LINE NE -= CITY OF SHAKOPEE CITE S`ASSOS I E EOI°lOF' LI NNESOTA ( CEA.. Sr•ND•RD DTILITIES TOWNSHIP OR RANGE SECTION LINE - -- RA-PD—TI" THE PAN muTCO SLOPE EASEMENT'N -- CONSTRUCTION PLAN FOR GRADING, SURFACING, STORM SEWER, AND APPURTENANT WORK I.GLDDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. PRESENT RIGHT- OF -.AY ----- CONTROL OF ACCESS LINE PROPERTY L ;ED PROPERT:A"°LINE51 - - LOCATED ON UPPER VALLEY DRAINAGEWAY TRAIL FROM 150 FT WEST OF CSAH 17 TO 210 FT EAST OF CSAH 17 VACATED LIMITS CORPORATE OR LINE INDEX RETAINING ALL SHEET NO. DESCRIPTION RAILROAD RIGHT-OF -WAY RIVER OR CREEK 1 TITLE SHEET DRY RUN DRAINAGE DITCH SI a CULVERT • TILE -> U ' 1� '_ — = 2 ESTIMATED OUANTIT IES 5T 1 � `— I E•I t � .� $ /a St NA " S '^ X 3 TYPICAL SECTIONS DROP INLET (k - - - - �� ILL EISM T O 1 �` y VE. A N YSHEBA l GUARD RAIL 9560p ®�rt l ��1 ® ❑IVJ`��� � � R�Th S ;;;is, � 4L t:l S MI SCELLANEOUS REMOVALS BARBED "`FENCEE 4A _ ���1� ❑ 6 � P LE, T q`�' AVE. » 1, = 5 - 6 CONS TRUCif ON PLAN WOVEN E N 'gn °P FLUII T - 11 MISCELLANEOUS DETAILS RAILROAD CROSSING BELL CHAIN LINA LL OR fENCE N `M a - LAC] 1�� � 1 1. 1���� FF!! AVE - 1 ' E. h ` aL, ��uSCgp 12 EROSION CONTROL PLAN RAILRPRA 4 N VE. H � '� ; ® � 1 ® ® El Aliens' - ' j p�, C � 6 ET; 'Y ALLEN ROAD N NG SIGN ! } _ _ ' ��M* " O 0 ® _ _ b5 W I a„ ` ELECTRIC WARNING SIGN 6 '^ �. , ( N cOEYIii y �I � < ® g A �� �• ° V \ B IICANOER ER 0 x 0.- T� _ S - 3 ' n �-H, 1 � R PO �f THOMAS A. y1 C:. F' r0AY 5MA /... u AR RY uNEN NES < AVI© r, o- <�I P P >`u Y' u .a1. Fes. T.` . MAU ^EIS _`_.. TIME � E.i lAR $ u 3 • 1 1 \ � ' -' � B 0 r` RE NIHD M �ENKE AV K. ,,„ 2. < e PROJECT LOCATION s- GM . URS AYE. ¢� ,,q Vl "LIH° -41,0 T 0 v1orvEER +I' �>\ �� PR OJECT LOCATION C ATCH BASIN • CB ''''4. 1 . >, =) 1 + •.� ti.,..., < .5 �uJI . .:I`� I .;;� ~ r�� SCOTT 2 IF F NE NY _ _ Av r(. \... -. C b u HT 7E s ., oALC f �/ s t COUNTY: CA TTLE GUARD Cn.AY avERI T 4� 1 -<�' - 'E5( Ip a 01� 04' AM• ICw <4; 1.• ' s Y £ , �`II _ , +-iti DI STRICT: METRO THIS PLAN CONTAINS 11 SHEETS. 2•.I --�-�1 I AV I ' V ;: - II_ _ _ a la- VIERLI �.YRPR� NI THE CONSTRUCTION TH IS OF THIS PROJECT. UNDERPASS ...WAY UNDER/ 3 L LLA[ C l� • ° y g ABLE FEDERAL. STATE. AND LOCAL LANs AND ORDINANCES •ILL BE COWL IED . INCiO A �'�. N L 1 2' n BRIDGE , f38 , " • a JIINIPEA II ALL APPLIC D0NM0 E. STERNA. PE AI ItaikmaIMYO. IGW.Nl. IN OM.AN•I�- F�10NL11O. BFI- STON:N'E STORY FRA BETE ®n � ® IMO Y / ' ' /��A�EpN CT =T NHM�ACIIR . NNI®N10 0.A,MID . WMBNC11011 0 o BRICK - STUCCO � y G l �I wawsow IRON I� 1 ON ROD OR � S APPLEBLOSSOM II r � E. CONCRETE. OR w;rAL l • O KIM. 1I PR.„c TON AVE. E r OO.N � TAD 40MNINC PIPE • • NPUB5L0M / u II P"'''' . p TR. 4S E GRAVEL PIT ® / N 6 .. A •. : 1DENCE OR. g we o0 xpc P SAND P, ® NnCKNET i r v„ N e AVE T E. H9 A� RA C PROJECT LOCATION ® M<O�Rr�� '� NN- � 1.- � �3 �___ ___1111 _ AY ROCK MARRY `I l _ ^. '=aif N • GLAIME: TIRO N PRIMRD xAN: Ap _ �� a s /��L "' 3 5 ,HLEI 000 [V �c LxvEl � , FRENCH TRACE AYE TI x� rN LICENSED PROFESSIONAL ENGINEER UTILITY SYMBOLS E' 1 E. �GID AVE,. E_ JACKIRUSSELL � OLIV dRD. WAY II WAIL CT. NOER MY U THE LAWS OF THE STATE OF MINNESOTA. POWER POLE L NE + • IDR PLAN . PREPARED T ^ A N ! , 0 4 IAVE. u� d 0 u,l QUAIL DATE: LIME DESIGN IS LIME 10801 1510 03 TELEPHONE RE JOINT EL P H O NE TELEGRAPH AND POWER ®_� BA v . A V <� I 71 o� FLL EY y I i S T. f flA NC15 ' ♦ T 11 ON POWER DTI TELEPxONE POLES •—•- _ �� C ®� _ a R D. ; p IGfl I OVE LA � � �® SN,■■■■ ANCHOR a ��, EA'1%111 _111 SER a I / MI" 1.2 SN THRUS R25• wn. RA. STREET LIGHT ELEPHONE CABLE TERMINAL • NPEO. J t - 1U- 111I • ILL OR hN .•'.C. _. I VF P. • a� ' SCOTT COUNTY • WATER MAIN .- u ° w l S. 3• S T. I PALTERSWr C .'. aT� ALOE E. r �' 1 Zq " �• a. 12811, Si. xl 4 hHW • •. I a . REEK 7 . LA.¢ I ' ; CCNOUIT TELEPHONE CABLE ELECTRIC CABLE IN IN C NUUI I I T= IV .ON • iC DR. : "-EY 47. Ci. Le�/, rE u P= ,DT r m TELEPHONE MANHOLE T ® L $ . \ q/ . ELECTRIC MANHOLE _ _ H' CARRIAGE i ABLE - P -BIXi- 18� P CORTUNO Cifl. DANITA DANITA BURIED ELECTROINC rtT_RE + Mtn 5T. O 'A IR. [IR. ' y [ —F0— I 22nd } I I � >Y SERER I SAN ITARY STORNI - I -, iB 1 ' E. ..5 SEWER MANHOLE -A�• ,Ali. �- f - \ _ i. DATE APPROVED. Gm OF WWI. ENGINEER SCALES 0 INDEX MAP iSea 8 PLAN ® DATE SHEET NOy1510 5 APPROVED BY . 7000 MOD PLAN 4 D 50 I THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN 15 UTILITY DUALITY LEVEL 0. THIS DUALI LEVEL WAS DETERMINED ACCORDING 1 PR D OFILE HORIZ. ® TO THE GUIDELINES OF CI /ASCE 3802. ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE ,3 50 100 UT IL /TY DATA. - c- VERT. 0 CROSS SECTION 0 10 20 °J SHEET NO. 1 OF 12 SHEETS 1 CSAH 17 (Marshall Road) Underpass Y/ L1 I ' �'• j 1� .i t '.X4 w RIPRIP TO BE REMOVED .l; 1 t 4i, t • /S..1� ._ 1 0 20 � Fr NOTES t 1 p 1 O 0 p (FULL BITUMINOUS PAVEMENT 1 (FULL DEPTH) 1 J i . . R /W—, _ IY a **, —R /W 2 n If I ' , . I If I \ I REMOVE BITUMINOUS PAVEMENT `,I / REMOVE FIRST 4' SECTION RIPRAP TO BE REMOVED I STA 11.66.82 4' /- 1 OF 8'x B' END SECTION C t f�" y �} A .1 j a{ {� REMOVE B'x 8' END SECTION .1 � � � - -- 841 1 �4 t'`' ti !• (COMPLETE APRON) 1 J L` �� Ht 0, � - t EX. 8'X8' BOX CULVERT k : REMOVE BITUMINOUS PAVEMENT L ; `; ,:." EX. 4'X8' BOX CULVERT r tt —� V. ,V } �' PROTECT EXISTING STORM SEWER o .E •/ RIPRIP TO BE REMOVED ` SALVAGE 8'x 4' END SECTION AND REMOVE 54' RC APRON �` REMOVE 16 LF 4'x 8' BOX CULVERT AND 8' OF 54' RCP I Ni I aS aargw ay: art s) dl �.:.:aa Pion ay. TV x ®" 107x CSAH 17 (Marshall Road) CITY OF SHAKOPEE, MINNESOTA MOI.alan I. Nan la. 't CW6 W B ,......0.0... Underpass Improvements k4 °" „By w, " TV am. " � MISCELLAEOUS REMOVALS 12 a E" o x s• NcMOw SHAKOPEE City of Shakopee, Minnesota P4 4.,...a Ay` Dws dR■ as yo z .E..M MUW . SHEETS "' -5 T (Marshall �/ 18 "x 18 CSAH 17 (Mhll Road) Underpass /` * I ..„,...-13/V/ 1/19 \ v m' r R1-1 I I �_— RETAINING MALL x 3_, " "- -- - - -- - - 1 IB x 18 (TOP AT 783.961 rY0 _- . - ®8 x I8' 0 20 FT 40 FT Do ® INSTALL 8'x8' END SECTION n5— RETAINING Mau F d 1 8'x8' END SECTION \ 1B'x IB" ji ', RETAIN AT 784.16) 12'- 8'x 8' BOX CULVERT - 14:00 _. -._ - _ - _ - t5y 0 CONNECT TO EXISTING - -__ _- -. IN -,-- - - - Ex - ArxB dE L-VER-T 12 wo i II , ~ • — 11II�k _ O 2 473, �\ INV 778 4f i Ex. INV n9. o3 > sT z.i. T soc F ---11' ---11' 2x 508 -0 4'X8'BOXCULVERT It R 2 ®G INSTALL 8'*8' END SECTION INV]66. 14 _- - - - -- - 00 A 7 1 7 M , REMOVE 16' 4'x 8' BOX CULVERT ` ` �" INV�777.97 ` "-' \ \` INSTALL 4' 4'x 8' BOX CULVERT ', © ‘ `80 - IB "RCP CL Iv CONNECT TO EXISTING (INCIDENTAL 1 \ v 0.5% -- - -- 'I n y" ` 54" RCP CL I I 00 4 0.49APRON_, u 0 0. 7. + - -_- +69 NOTES: •. p ... STA 12 +40. 38' RT CONCRETE INLET PAD r -. TC 787.00 0 CONNECT TO EXISTING DRAINAGE STRUCTURE INV 769.70 R/r T ® CONNECT TO EXISTING STORK SEER CSAH 17 (MARSHALL ROAD) 795 795 mm * T. -. VPI'.. STA 0 13 +36.82 sv m _ - -_ ._. _.___.\ ^r .. V' m w I,. =.8 4 4 0' w 0 1 m CU CVP RV E EL L E N 7 4 0 00 . - ° - E w 790 r + h K 15.16 "' 790 m W ' /, ,, , r- ... w p_ M =0.13 p P5 11 _.. w m m a "` TRAIL PROFILE :°. a 785 - V r a m g® , m w 785 g 1 0 x H Hllx CULVERT d 31 0 > TC 777..35 ORIGINAL GROUND 160 00 2.27'4 0' 37 _ _ 780 TC 778.02/-5 - _ 1 1 - EXISTING 4'x 8' BOX CULVERT) / VP! 'STA = 120-.1.00 � SDG .2% sac 2; SDG - 5 TC 777:35 �3'� 1 - - VPI EL = 779.70 TO ^ r8' ^ , I ' _.. 775 1 1 : CU LEN m 1 - _ 1 X 15.88 20 75 75'- s' 18 "RCP CL IV 8 1�A .0.5% m Y M ' 1 1. M - 0.13- SEE OETADETAIL_ SHEET 5 _i n _ 1 11 0 35' 15 "RCP CL IV 47.75% / r. 1 L , _ . 0 I a n 1 I I 1 _ I � 770 SEE DETAIL SHEET 5 I INV 772.30 w I EXISTING 36" RCP CL 11 INV 772.12 I y - - - - - © EXISTING 36" RCP CL 11 1 1 767.26 - .- >- F, 765 _.. 166.64 ;66 . 57 .... 765 loG 760 i - ti - r r m. F 4 ,s2-' r ti r 44 4_-' ,- m- i-.- r N . r r- F _m r r F 755 , L, 10+00 11+00 12+00 13 +00 14+00 15+00 ,,0 n. 0 er c.s »"4' peerpn nr: ,asr mrv. tir ...r... x.riunu. oiowruRrruneve SHEET $p . 07: ° :� :RO: "r"'m "'m"°',r /sr0 `x'0::: 1014Ni Bd"W SAH 17 (Marshall Road) CITY OF SHAKOPEE, MINNESOTA TV — Planar: Rte• / . r 4 a1 IB — p „,,, nr `r % �a / "" �Gp w B Underpass Improvements F k E -- TV mrem" DWI � CONSTRUCTION PLAN o 12 IE „„„....4 Br: DW5 p p iz r SHAKOPEE City of Shakopee, Minnesota SHEETS CSAH 17 (Marshall Road) Underpass M1•e i : 1 _._ 1 0 20 FT 40 FT LEGEND • + SOODING TYPE SALT RESISTANT t.:i ; {+ SEED MIYTWE SPEC14 1 0 125 LB /AC. PLACE ENOAMAT 7070 P010 TO INJECTING FLEXTERRA MULCH AS SUPPLIED BY O RAMP TURF PRODUCTS 1 1 1 0 0 SEED MIXTURE SPECIAL 1 o 100 LB /AC. 2 COVER WITH FLEXTERRA MULCH AS SUPPLIED BY RAMP TURF PRODUCTS I Q ccac DO FILTER LOG TYPE STRAW BIOROLL 6 MINI R /W 2 in Q INLET PROTECTION < `R /W T* SILT FENCE. TYPE MACHINE SLICED — POST CONSTRUCTION SURFACE DRAINAGE DIRECTION 2 U I i • � -r. n♦ •r W .a. F.I w ♦ h♦ 4 lR� Y 1 J•: A a r bd♦tM l J ar �::::: }:L�:.•J ♦ ♦ ♦ ♦♦ r.. a €- r • .w - i•♦i A • PJJ yr — : -r n l ; P. 1 'i F V '5.... "C.` - • Y A'i:-i:i:-iii:•i s tiC. is ti :L :L:;;i si: : ' }::::i :::... ,.. :: . fi%tw^• EX. 4'X8'80X CULVERT :r .r P/p + I ®':::: t!!•!1! � i•iiiz IUNn:M l ie y b s• J +♦ ' _ � .y� • JI • ;y11 t:'a 11°` ° ° Mx: TV " " :l A TaxAw AY.x.sx.1 • srsco CITY OF SHAKOPEE, MINNESOT SHEET AY. �� 55116 Underpass Improvements OF CSAH 17 (Marshall Road) 12 gg CWK WSB W...�.,T�. ks Checked a > : TY ... ��/ ° a 1. ° iW �° .. 1. A � EROSION CONTROL PLAN 12 VV.. a >: 1.1 ,.41.14.WMN.� S HAKOPEE City of Shakopee, Minnesota oa 0W5 �, °, .,30,,, .,, „. ", , N, =mama SHEETS