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Home My WebLink About4.C.3. Approve Plans and Order Advertisement for Bids for the Patterson Drive Storm Sewer Improvements Project No. 2015-8, Res. No. 7605 ,..11661611 Consent Business 4. C. 3. SI AKOIPEE TO: Mayor and City Council FROM: Jeff Weyandt, Assistant City Engineer DATE: 09/01/2015 SUBJECT: Approve Plans and Order Advertisement for Bids for the Patterson Drive Storm Sewer Improvements Project No. 2015-8, Res. No.7605 (E) Action Sought Offer Resolution No 7605 , A Resolution Approving Plans and Specifications and Ordering Advertisement for Bids for the Patterson Drive Storm Sewer Improvements Project No. 2015-8, and move its adoption. Background WSB & Associates, Inc. has completed the plans for the Patterson Drive Storm Sewer Improvements and would request that City Council approve the plans and authorize advertisement for bids, for the work to be done this fall. After the large rainfall events in 2014, this area was identified as an area needing additional trunk storm sewer capacity. Recommendation Offer Resolution No 7605, A Resolution Approving Plans and Specifications and Ordering Advertisement for Bids for the Patterson Drive Storm Sewer Improvements Project No. 2015-8, and move its adoption. Budget Impact This project will be funded by the Trunk Storm Drainage Fund. The estimated project cost is $220,000.00. Relationship to Vision This supports Goal E: Deliver effective and efficient public services by a staff of well-trained, caring and professional employees. Requested Action Offer Resolution No 7605 , A Resolution Approving Plans and Specifications and Ordering Advertisement for Bids for the Patterson Drive Storm Sewer Improvements Project No. 2015-8, and move its adoption. Attachments: Res. No. 7605 Location Map-Plans RESOLUTION NO. 7605 A Resolution Approving Plans And Specifications And Ordering Advertisement For Bids For The Patterson Drive Storm Sewer Improvements Project No. 2015-8 WHEREAS, Bruce Loney, Public Works Director has prepared plans and specifications for improvements for the Patterson Drive Storm Sewer Improvements Project, by storm sewer construction 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 on questcdn.com 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 ,2015. Mayor of the City of Shakopee ATTEST: City Clerk ENGR/20 15-PROJECT/STORMSEWERIMPROVEMENTS/WORD/RES 7605APPROVE-PLANS-ORDER-BIDS PLAN SYMBOLS 2015 STORM SEWER IMPROVEMENTS GOVERNING SPECIFICATIONS E LIN -_..._ THE LATEST EDITION OF THE Cm OF SHAKOPEE STANDARD ---- FOR THE SPECIFICATIONS SHALL GOVERN. `0WHSHIP OR RANGE UNE WATERMNN AND SANITARY SEWER SHALL BE CONSTRUCTED IN _""°"""` CITY OF SHAKOPEE OVARTER LINE -—- ACCORDANCE WITH THE Cm ENGINEER'S ASSOCIATION OF MINNESOTA DOSTING usemENT - STANDARD11111.fI1E5 SPECIFICATIONS. TEMPORARY EASEMENT ---- PROPOSED CONS R OT'ON PLAN FOR PATTERSON DRIVE STORM SEWER IMPROVEMENTS THE 2005,OR MOST RECENT,EDRION OF THE NOR HI A DEPARTMENT RESENT RIGHT-OF-maTAV -....._— OF CONSTRUCTION' STANDARD SPEdFlCA110N$FOR HIGHWAY CONTROL a ACCESS LAVE CONSTRUCTION'SHALL GOVERN. .n1000000 LINO LINKS, VACATED PUTTED PRaaERtt - - ALL TRAFFIC CONTROL DEVICES AND SIGNNC SHALL CONFORM TO THE 00000000 OR un uxrt0 MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, TRuNK 1.11•00 x ER LINE - ZONE THE FIELD MANUAL FOR 1EMPORARY TRAFFIC CONTROL RETAINING wL. ZONE LAYOUTS. RAILROAD w WA. LOCATED PATTERSON DRIVE DITCH IMPROVEMENTS INDEX RAILROAD RIGHT-0E-wow ---- RNERLA CREEK '". SHEET NO. DESCRIPTION DRv mm _ _ ORNALSGE 0000 .2, I TITLE SHEET DPNH ULE -> + 1/1.' _ •. 2 PLAN AND PROFILE DROP ET • RD RA C.====, i _�;' OlikVi�IINr�`��:� sa DETALS • BARBED"YAK FENCE OVEN --r—.- E W WIRE FENCE CI 9.i .^ 0,0111 CNA,.LINK PENCE RNLRSNOW FENCE u,..: STONE RA1 W FENCE � \ •S ... - ---- ---- -----'-----CTS--." � A j'IAD-CROWING SON E RALROAD CROSSING • 79. tis ........- 'SUNDERCOINER CAN y ®@..E>� .®w �w ® 3 {B M""093 p§ S O_ "-0 _-yy�t ® j < , n•�m -`- - H3H®®B1 ® EDEB L':: _ILII 1 Kai r se. ,BP =TNI" .me i /�® MEE] 0 ® ® "l In thiSMIXMVO.' . ORC;sn� ' -11111 ,.�. NURBER � CAME ;��_ P,suit` Wil'! .., ILII 4‘,.�'i r ■- I 1 I I 1 PRE H,�NT (EDN pERP,RR(NIGH'w>.UN) -C ._._. .,_ i iii■"ii-� �..., �/CALL APPLICABLE FEDERAL,STATE,ANO LOCAL LAWS AND ORDINANCES WILL BE COMPLIED D u _�_. X ® a la a a IuINnIWnH RI. UNDERPASS(NRGHWAY UNDER) - -� = =,^J f a rrt,III' 1 I I; WITH IN THE CONSTRUCTION OF THIS PROJECT. BRIDGE 4 00 FRAMOEC STORY FRaOON ` mum (- N N )-4•� ,i-,:. pia � /�� A 0 _ J♦- T01 Xxw AwNN.8wN.8uiN]DD 9 STONE i-TC ECRf'E �^ �-'''. / _ -. ,. ' MORWRdW MN 5511e pG� BT B G D C�.I ... PRO - .W " •° is WSB F�AMENEM D/DMEN-(BFO,.:coN,RE-E.aR METAL) o LI :t�4II 4 r�ii:� 42 _ iiL�Llnii4�►�� GRAVEWUDO00000 CI �I ► ♦' '�, ` MI , ® •.0,011. RRYIRIIC,aN:�P�Ai�—DrPWMNG�C4R;W1R011 ® __�__�: �' �1611111/�Dn►��l '0 Hurry uI remiuI'p';`�• I HEREBY CERRFY THAT THIS PON WAS PREPARED BY ME OR UNDER NY DIRECT Savo rt •* Ni BONNow PIT r 00CC 000000 ® ! �'■f ',, . LOWS OF 4OR THAI I AN A 000. LICENSED PROFESSIONAL ENGINEER UNDER THE ' � I_._. �� ,��` LAWS OF THE STATE OF MINNESOTA, .. 7 '11°1'44 11° , UTiLiTY SYMBOLS11111, N�U1� � i=f,'..4,- ,"�f�; G ..4'.., _aka r ( =q-�� ,, CITE AUGUST 20.2015 LIC.NO. TELEPHOPowEN NE OR Ra,_GRAPH POLE UNE __ ` MI ' .xrx JO OW 000000DxY 00000 ELEPFONE MO POWER I _ .•./I� ` ,,,,I�' L'l1■ Nil® OOPOWER POLE ,EDNa J ��■�■ , �,� : i STREET UCH/ 1P PEDESTAL(TELEPHONE CABLE iERNIWL) aPEO. , WATER m G �� rDNDNR ANNDAS MAIN -;�'-,- �� .CLZT_II'' ■■1, -, M .alkil TELEPMNE CABLE IN CONCHAL >�r� �if�\ �/� V HIM I f`T'i-� 1 / .�— E.ECTRK CAGLE W CONOUP CE=P— VvEQvfPOWER AO POWP TELEPHONE 0000 E -LC SHAKOPEE ELECTRIC MANHOLE M NANO TELEPHONE CseLE NANO EL.CMC CABLE -P-B,M.- 0ERU TELEPN000 CARE T-AE MINNESOTA GOPHER STATE ONE CALL NOS. STORM SNPARYLSEwER CONCRETE CURD ANO GUTTER g SCALES EXCAVATION NOTICE SYSTEM prepared for: THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE I INDEX MAP AND LOCATION OF PRIVATE UTILITIES HAS BEEN DESIGNATED UTILITY QUALITY LEVEL D City of Shakopee EXCEPT ABOVE GROUND ELECTRICAL, SANITARY SEWER AND STORMSEWER,WHICH ARE A CALL TX GOPHER STATE ONE 651-454-0002) 129 Holmes Street ?i PLAN �� QUALITY LEVEL C. THE UNDERGROUND PIPELINES CROSSING THE ROADWAY HAVE BEEN S REQUIRED A MINIMUM OF 48 HOURS PR00 TO Shakopee, Minnesota 55379 90 BO JDESIGNATED UTILITY QUALIFY LEVEL C. THESE QUALITY LEVELS WERE DETERMINED PERFORMING ANY EXCAVATION (952)-233-9300 PROFILE HORIZ. ® ACCORDING TO THE GUIDEUNES OF CI/ASCE :8-G2, ENTITLED "STANDARD GUIDELINES i 30 NO FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE DATA". VERT. THE CONTRACTOR IS TO DETERMINE THE TYPE AND LOCATION OF a o s 00 PRIVATE UTILITIES AS MAY BE DEEMED NECESSARY TC AVOID DAMAGE THERETO. SHEET NO. 1 OF 4 _ SHEETS 1 PATTERSON DRIVE AREA 1 g / — v �, Pco: REMOVE FISTING 36'APRON / `4,-. r ` HPE CONS,' CT 6'9 12'00X) 1 EVE ,'M6 NO E vpGA6RCP ,, ` i �� ' , / i3 y. �/ i�aI / �� , fi - - I 7„0-4t„..ois !, �� 21 t ♦ i3,' --!� -,-- 0 yr 30 CO `r s ha; I �.. ' ;sTRucxvl 2\ j 6gps l p �= i�� (i II, 1,1�� \,4,_..3,,,,,,,,+, �� VI ' p ''''''''% 11 ter. '" � -�� LI 11 o \V\ I YA g _ (L- /I ji i I,V /i' REMOVE AND REPLACE STR 4 _-_i_ _ _ 1;;I 1, 14_12_,., , AS REQUIRED TO MSTALL 8 1.0A4 _ _ _ CR I ki - % SAW CUT BITUNINOUS \ _ _ dg % `c_ar'p w a - dYS ( 1 / N W• 0 REMOVE EXISTING 36"APRON f 850 - - FILL OVER PIPE CONSTRUCT 6'9 12'ROD K N AROUND EXISTING 36"RCP O Q LL W a..m < x 850 K 0 rv , e rn m REMOVE EXISTING 36'APRON zla ]>Z "I tt e'+ CONSTRUCT 6'x 12'BOX -F= m o 845 u�i x ryzn. '- AROUND EXI9TING 36'RCP ELS V `+ m 2 ao11` 845 U,Z U, ‹81., m, vlo� rc �o�G O T.W - coos uo. n �W 840 5000 ® a a a OLL O ..._. . 4 _.... _. 840 O Y "MI in 835 EX.832.96 �'� Nay - N S M�� _ RCP EX.B30.94 _ .. CO 835 H Exisnnc� --- 36, I 830 1 _._.. _.. eaz.so(Nw) e3z.za(sE). _.. 832 11(SM) 830 83229(S) 832:11(S) 030.99(5) - 830.99(N) 825 0.65563 3 1 RCP 832.51(W) 10-3x'RCP DEX.'RATER MAIN 825 CUSS 19 0037F1ER \_ .. 830.20(S) 825 ''US) � Sp 62-36"RCP 825.76 i 820 0.655 R e 1 79z 820 4,-30 RCP CLASS o1.MS 56-00'RCP 815 an(6(18x o o. I 18'APRO5)N) 5 815 '� ri 810 - ,(/�; x s 810 s I_ s CITY PROJECT NUMBER STORM SEWER IMPROVEMENTS PROJECT NUMBER 01381-53 PATTERSON DRIVE AREA SHEET 2 OF 4 SHEETS P 24:i, g 1 1; n c z;;;°6 s1 1,11 i \ _ ,i A /is/ \ �\ A B / iag / B • said 7 35" FCF - __ - I `� 5.. K� -- 3F P } �'.. ' _w 1�1 JW �- j FLC V _i_, r3�3 a P' . Cle 111 i , N � — aaCZ PLAN VIEW PLAN VIEW 2? Z waw2 co N W K F-0 O it;a. Q SLE/3?,.j ...ill 4101'4111111011-11111•111111.1.- —'--- TOP_-E,.539-3 �'�` p CO N Ii p 1 ( _ 111 f; il 11 tg SECTION A—A SECTION B—B m STRUCTURE 5000 ,31el 5001 1=li 1 yy9 R x CRY PROJECT NUMBER STORM SEWER IMPROVEMENTS s PROJECT NUMBER 01381-53 STRUCTURE DETAILS SHEET 3 OF 4 SHEETS II 1 illeillik ff 4 i -_-1 � S, r _ 24 "S - 7 Y t II.:, sc 5 lin g g i IU A - Die "I SECTION SECTION Irgi N W H 1 _....._. _ J:. f a 0 W W -_- _ _ >re co 4 U� r/-� L ' is Ek 35 FC7� _�Z �� F /62 .' ��- w C) J O. _ / sruucrus�� a�w re z O I I oQ Y __F__— to a• Q �rdr 3 3,•R:7 �` ,p I y L_. ` o 1 I Isig!m4 1! ; a'. qi 11 ii k Ik 11: mE PLAN PLAN Olt I5 31 g 6'x 12'CONCRETE STRUCTURE 6'x 12'CONCRETE STRUCTURE STRUCTURE 1 STRUCTURE 2 i CITY PROJECT NUMBER STORM SEWER IMPROVEMENTS PROJECT NUMBER 01381-53 STRUCTURE DETAILS SHEET 4 OF 4 SHEETS