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ITEM 5.2 90th Street TrailOtsTeF o MINNESOTA DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: ATE: MEETING DATE- Pub Public Works City Engineer Wagner April 13, 2015 PRESENTER(s): REVIEWED BY: ITEM #: City Engineer Wagner City Administrator Johnson 5.2 AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approving Plans and Specifications for the 90th Street Trail and ordering advertisement for bids. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/J USTI FICATION: Included in the 2015 Capital Improvement Plan (CIP) is a trail connection project. This trail will connect the existing trail along Nashua Avenue to trails within Prairie Park. This will provide pedestrians coming from the north along Nashua Avenue and from the Meadow Creek development an off street alternative to using 90th St. The project will also provide two much needed high visibility push button pedestrian cross walks across 90th St. During practices and events for sports held within Prairie Park, many pedestrians, many that are younger children, cross from parking areas to the fields. This along with the higher volume of traffic as people access or leave the fields for those same sporting activities cause unsafe crossings due to no signed or striped pedestrian crossing. The estimated cost of the project is approx. $69,500 and the amount budgeted in the CIP is $57,070. That is a cost difference of nearly $12,500. Some of the cost difference is associated with installation of pedestrian signals, the addition of handicap ramps near the traffic circle and extending the paths to the north side of 901h St. The plan is to award the project soon and have the trail constructed in May for use this summer. We recommend approving plans and specification and authorizing advertisement for bids. SUPPORTING DOCUMENTS: X ATTACHED X NONE • Plans for 901h Street Trail • Engineers Opinion of Cost MOTION: (Please word motion as you would like it to appear in the minutes.) Motion to approve plans and specification and authorizing advertisement for bids for the 901h Street Trail. BUDGET INFORMATION FUNDING: BUDGETED: X YES 203 Park Development NO ACTION TAKEN ❑ APPROVED AS REQUESTED ❑ DENIED ❑ TABLED ❑ OTHER (List changes) COMMENTS: 90TH STRED' TRAIL OTSEGO, MN THE SUBSURFACE UTILITY INEoRMATIoN a - - IN THIS PLAN IS UTILITY QUALITY LEVEL 3 D. THIS QUALITY LEVEL WAS DFTERMINI;D ACCOCI/ASC ING8 TO THE ENTITLED FHNEs'S A A ® Cl/ASCE 38-2, ENTITLED `STANDARD GUIDE12NES FOR THE COLLECTION AND s OFpICTION OF EXISTING SUBSURFACE e � SGTASG Englr=. end Lona survsrnrs y 756 27-6 an Ave„ Aneko, Minnesoio 553tj3 UTILITY DATA.' 03 755-427-S8E0 FAX 7fi3-427-052a CIT ARIGHT COUNTY, MINNESOTA 11L 300 � xOb 609 SCALE IN FE -T GOVERNING SPEGIFIGATIONS THE 2U14 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE 2014 EDITION OF THE "MATERIALS LAB SUPPLEMENTAL SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. Al-_ REQUIREMENTS OF THE PROJECT MANUAL FOR THE 90TH STREET TRAIL YROJFCT- SHEET INDEX THIS PLAN CONTAINS 7 SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 DETAILS AND ESTIMATED QUANTITIES 3 EXISTING CONDITIONS AND REMOVALS PLAN 4-6 PLAN & PROFILE 7 EROSION CONTROL PLAN HAKANSON ANDERSON CITY ENGINEER I hereby certify that this plan, speciticaflon, or report wes ,prepared by me or vender my direot supervision and that I am ❑ duly Licensed Protessloncl Engineer under the laws of the State of Minnesota_ 51317 DATE 3-30-15 ADAM M. THIELE, P.E. LIC. NO. HAKANSON ANDERSON DESIGN ENGINEER DATE REVISION SHEET 9 OF 7 SHEETS OtCITY OF e V MINNESOTA ' 26052 DATE 3-30-15 �.. RONALD J_ WA NER. P.E. LIC. NO. HAKANSON ANDERSON CITY ENGINEER I hereby certify that this plan, speciticaflon, or report wes ,prepared by me or vender my direot supervision and that I am ❑ duly Licensed Protessloncl Engineer under the laws of the State of Minnesota_ 51317 DATE 3-30-15 ADAM M. THIELE, P.E. LIC. NO. HAKANSON ANDERSON DESIGN ENGINEER DATE REVISION SHEET 9 OF 7 SHEETS ITEM NO. DESCRIPTION UNIT EST I (14ATIE-D QUANTITY I MOBIL ATTON LUMP SUM 1 2 SALVAGE GRAVEL LUMP SUM 1 3 4 SALVAGETOPSOIL SALVAGE SIGN --- Cu YO EACH 120 2 5 SALVAGE END SECTION EACH 3 6 SALVAGEPWRAP CY 4 7 REMOVECURS LIN FT 26 8 REMOVE CON CRETE PAVENIE NT 3QFT 210 3 REMOVE BITUMINOUS PAVEMENT SO FT 140 10 SAWING CONCRETE PAVEMEMT ULLDEPTH LIN FT 8 11 SAWING SITUMIN 0U,9 PAVEMENT FULL DEPTH LIN FT 40 12 SUBGRADE PREPARATION TRAIL STA 14.5 13 COMMON BORROYV CV CU YD 150 14 AGGREGATE BASE CLASS TON 825 15 TYPE LV WEARING V_0JP_^%F MDCTUR S,U) TON 250 16 CONCRETE CURB =RDESIGN B61.2 LIN FT 20 1T E'CCNCR=WALK SOFT 14U 18 TRUNCA7ED DOMES SOFT 24 19 15" CMP LIN F -T 125 za 16" cWP LIN FT 36 21 REPLACE SALVAGED END 5ECT]ON EACH 3 22 15" METAL ENI? SECTION EACH 2 23 18" METAL. END SEC71ON EACH 2 24 REPLACE SALVAGED SIGN EACH 2 25 INSTALL CROSSWALKSIGN-FLASHERTYPE EACH 4 26 .REPLACE SALVAGED RPRAP CU YD 4 27 STABIUZEDCONSTRACTTONEXTF EACH 1 28 SiLTFENCE LIN FT 1250 29 END SECTIONSEDIMENTPROTECTION EACH 4 30 PREMIUM TOPSOIL BORROW L CU YD 5fl 31 SEED MIXTURE 22-111 LBS 3 92. SEEDING ACRE 0.1 33 MULCH MATERIALIYPE 1 TON 82 EME 04 I SILT FENCE PER 2 ! I 7 CULVERT INLET PROTECTION �2� NO SCALE FILTERuFA®RIC 8EIWEENV 'LAY"'II 3 (_2 2 CULVERT INLET PROTECTION NO SCALE PBEASSEM@LED 000000aaoo� MIIN. 2 112' 00000000000 000000©000 �4�3 m 00000000000 - - ®® Hpkanson Anderson C10 Engineers and Land Surveyors 3$O1 Thurston Ave.,. Anoka, Minnesota 55303 763-427-SS6O FAX 753-427-0520 ' www.hokanson—❑nderson.com /_3�STABILIZED CONSTRUCTION EXIT NO SCALE OtA, 0 I STANDARD PLATE NO. 1"rNRvserA 505 J• : a eG _ �� r `n.se er Ralc- :.-{ /r -- Q� \�5•e a A -1L- S�d ITf 'll_ L -1 cel `a' I FLAN VLLW VF PIMPEN0ICLLAR RAMP PLAF. vmV or DIAIMAL R p DOME SECTTOd '�I n aur rr_ rr. IMS ra EEMIAq A -A �� aa.s.ssye3J L—f n M mnrx� ar m.sert r D 141E SPA[Zry G'usa•r NOFES: .. aas a nea sr..rvsiarx ELEVAT20N OF fUnMP r� m.... n.ne ....f..nmc 1 W151111 1_2 _A. G cna Rnxlrt cr LLRelsvuxrA-auxl ET�f F PL aTE o. FEpESTRiA11 CURB RAMP' 7036F IM TIT, IM'...APP[0 �l Or 90TH STREET TRAIL (_2 2 CULVERT INLET PROTECTION NO SCALE PBEASSEM@LED MIIN. 2 112' I herahy /-Iffy ih.t ihls pI n, apeclflcnffun, pr -sport pra.Pared by fns or under my dlrpcl sLLpetMsion nd lh't sl a duly Llparwed Pmf... 1 1 EO l,_ under the ]e,yc nT3he stela of Mfnne t _ C._, LY3MAfID Ff. '�'MT - - ®® Hpkanson Anderson C10 Engineers and Land Surveyors 3$O1 Thurston Ave.,. Anoka, Minnesota 55303 763-427-SS6O FAX 753-427-0520 ' www.hokanson—❑nderson.com B"X6" MARI. FILL MIM ph AMT - — ADAM M. THIELS, P.E. Date VALUE LI.. No. 51377 4WD sr. RJy}I Rnxlrt cr LLRelsvuxrA-auxl ET�f F PL aTE o. FEpESTRiA11 CURB RAMP' 7036F IM TIT, IM'...APP[0 �l Or 90TH STREET TRAIL DETAILS & ESTIMATED 72EL QUANTITIES90TH STREET TRAIL OTSEGO, MN OT724 MnDOT 2573 MACKNE SLCEik DN -- PBEASSEM@LED MIIN. 2 112' /-ABOVE GROLING CPTION / AS APPRO -a BY f DHC CITY €NBINEER. B"X6" MARI. FILL - - FLNCL MATERIAL 6` APRON 6' POSTS - R' WAY- ON CENTER MINIMUM 2' PENETRATION REF. M00T 6365 SILT FENCE �f NO SCALE APFRRYEO 61, MIRIERaMA STANDARD PLATE NO. 5O1 Ifo -RT VARIES 1 __y_941 2.5' RIRIM NOUS MAT LVWE4bO3013 PLACE ON APPROVED SLBGRAIIE 5" CLASS 5 GRAYED [72' WIDE) TYPICAL SECTION — BIKE TRAIL NO _LF REFERENCE NOTES; �] TRAIL MAY ALSO TIP AWAY FROM ROAD. SEE PLAN. TYPICAL SECTION -- BIKE TRAIL NO SCALE AP.R ID Clnr o� ��$e Q STANDARD PLATE NO. 707 FIB Y909 NIMRaCOtA _ _- __- DETAILS & ESTIMATED 72EL QUANTITIES90TH STREET TRAIL OTSEGO, MN OT724 REFERENCE NOTES: j PROTECT TREES TO REMAIN. I I (2] PROTECT RETAINING WALL & SIGN I i j I p UgItV15141N neraoy J ey i— i a ploy, apaclycmlon, or rapnn WAS AIpMT — EXISTING CONDITION & o rAc prepniod by d y dlract supervlsian d {Ha1 I SHEEP .% am dwv Ll ed P t- lend[ E,pineer Under ih6 laws Hakanson Anderson Jz d �. N of thn sins F M RAM MY. -- -- Civil Fnglneers and Land Surveyors REMOVALS PLAN M1�.._ AMT 3607 Thutsfon Ave., Anoka, Minnesota 55303 90TH STREET TRAIL of 7-8 Arlxrvl. —,LE, P.E. 763-427-5660 FAX 763-427-0520 90TH STREET TRAIL � n sfe.3-30 15 U.. No. 51317 RJW www.hcikonson�—anderson.cotn OTSE GO, MN sNEErs arpz.! OT724 2ilI 15" CMP CONNECT TO EXISTING INSTALL SALVAGED FES PIPE WITH GMP BANDING INV=911.15 - - — — — — — — — — — — — — — — — — — — — — — --" — — `-- — — -- — -- — — — -- — — — — — — — — — — — — — — — — — — — — — — — — - -- ---- -- �- --- - ----- qtr --- h ' " — — — — — -- - r_ -- INSTALL SALVAGED SIGN l '�� PLACE _ — -----` >!1 13ETWEENA EXSTING--DRt7LVAGED EE — _----.-----ar�—k - _--.---- — INSTALL SALVAGED FES �� INV=911.26 ,� AND SIT.—TRA1L — — —iia----_.——— — — — — —— .— ---__ --- ---- - — -- _ —� 3 -- — —_ --- ------ -- —�t�-- A 35.LF 15" CMP – -- _ - -- --__—' ---r.----------8t- ._—.---—=--- J-----qtr--- 1--��_ W CONNECT TO EXISTING PIPE WITH Cm? BANDING REFERENCE NOTE: (D1 INSTALL TAPCO W11-2 SOLAR POWERED CROSSWALK FLASHER SYSTEM AT BOTH ENDS OF CROSSWALK. SYSTEM SHALL EE MOUNTED ON 2.5" DIA. GALVANIZED STEEL POST WITH PUSH BUTTON ACTIVATOR. EACH PAIR OF FLASHERS SHALL BE SYNCHRONIZED WiRFLESSLY TO ACTIVATE FROM EITHER SIDE OF 90TH STREET. F 20 O 29 40 SCALE IN FT. 145 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . _ - _ - 945_ 140 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . 940 35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . - 935 . . . . . . . _ - - - - - . - - - - - - - - - . - - - - - - - - - - - - _ _ _ . . . . . . - 930 HIGH. POINT ELEV = 913.49 HIGH POINT STA 4+24.55 HIGH POINT ELEV = 913.21 LOW POINT ELEV = 912.51 PVI STA 4+16.51 HIGH PD]NT STA = 6+93.51 - LOW POINT STA 2. 65.86 - FVi ELEV = 913.50 PVI STA.= 113. PVL STA = 8+6283 - -' A.D. C.75%- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVI ELEV.-' 913..20 . . . . . . PVI. ELEV — 65Xq12*6 . . . . . . . . . . . . . . . . 97.5 K 30.DO A. D: _ 0.00 A: D.' 0:69%' . K = 40.00 < = 30.0 m , 22' VC V 19' VC N M ••Y - uy N'. tl� 20+. . . . . . . . . . . . . . . . . . . . . . . . . . n • '. . . . . . . . . . . . . . . . . . . . . . . . ��y. �. _ _ . . . . . . . . 920 o II If I{ fl Nv _ N Il ,fl 11 II II V 3'15 m m . w. - - ' : - - - - _ - - - - - m : '� _ �. N. . _ _ 915 –0.11% m. w �.5 A ... . . . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . _ _ . . ... . . . . 3 4 5 '6' .7. .�. .S- 9 BATE REVISION I hereby ify iha} Ihls pi.., sP—if—fIa or repent w n R. prepared by m or under my dt-1—p.—W— nd fhat I AMT Hq CQf150T1 AilCIBt`SOI� PLAN & PROFfLE sfseEr orn o duly Licensed Prafesslanal Engineer under the lows - 5 ar the stare ar larnns..ta. t"" Civil Engineers and Land surveyors 90TH STREET TRAIL of AMT 3601 Thursion Ave., Anoko, Minneso+o 55303 94TH STREET TRAIL ADAM M. THIELE, P.E. racnM 763-427-5135❑ FAX 763-427-0520 7 Oeste 3-3O-15 LI No. 51317 RJW 'www.hakanson—anderso n.com CTSEGO, MN sHiEis OT724 07724 7 ./ I I 2. STABILIZE ✓DISTURBED AREASL WITH ✓VEGETATION WITHIN 14 DAYS OF FINAL I f GRADING. 4'' MIN. PREMIUM TOPSOIL SHALL BE PLACED OVER DISTURBLD I I AREA ANIS BLENDED INTO SURROUNDING. SEED AND MULCH AT MNDOT I I I I PRESCRIBED RATES. I 3. REMOVE EROSION CONTROL MEASURES WITHIN 30 DAYS OF RFVFGETATION. DATE I REVISION I herchy rtITy th"1 1hls pkan. pecfticanon, — report wes d ti ° er d° dire"+ I d th°f E y y `"p° -d. Licensed P t f nel Englncsr der fhe le+.s LC�K m. AMT -- Hakanson Andersond;eiy EROSION CONTROL PLAN p" ar Civil Fton ann Lond survota Thurston 90Th STREET TRAILAMT 17w] 3507 vr. Ave., Anoka, Minnesota 1) 90TH STREET M. TRIFLE, P.E. p:mf 6p.763--q27—$Sfi0 FAX 763—.4.27-0526ADAM TRAIL Dote ✓AWE L1c, No. 51317 RJW www.hakanson—andeman.com OTSEGO, PIN 90TH STREETTRAIL ENGINEER'S COST ESTIMATE CITY OF OTSEGO 47-2015 FN('INFFR'.R CnRT FSTIMATF ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL COST 1 MOBILIZATION LUMP SUM 1 $ 2,500 $ 2,500 2 SALVAGE GRAVEL LUMP SUM 1 $ 1,000 $ 1,000 3 SALVAGE TOPSOIL CU YD 120 $ 3.50 $ 420 4 SALVAGE SIGN EACH 2 $ 125 $ 250 5 SALVAGE END SECTION EACH 3 $ 150 $ 450 6 SALVAGE RIPRAP CY 4 $ 50 $ 200 7 REMOVE CURB LIN FT 20 $ 5 $ 100 8 REMOVE CONCRETE PAVEMENT SQ FT 210 $ 5 $ 1,050 9 REMOVE BITUMINOUS PAVEMENT SQ FT 140 $ 5 $ 700 10 . SAWING CONCRETE PAVEMENT FULL DEPT LIN FT 8 $ 4 $ 32 11 SAWING BITUMINOUS PAVEMENT FULL DEPTH LIN FT 40 $ 4 $ 160 12 SUBGRADE PREPARATION TRAIL STA 14.5 $ 150 $ 2,175 13 COMMON BORROW C CU YD 150 $ 5 $ 750 14 AGGREGATE BASE CLASS 5 P TON 825 $ 15 $ 12,375 15 TYPE LV WEARING COURSE MIXTURE 3,B TON 250 $ 75 $ 18,750 16 CONCRETE CURB & GUTTER DESIGN 8612 LIN FT 20 $ 15 $ 300 17 6" CONCRETE WALK SQ FT 140 $ 5 $ 700 18 TRUNCATED DOMES SQ FT 24 $ 35 $ 840 19 15" CMP LIN FT 125 $ 25 $ 3,125 20 18" CMP LIN FT 30 $ 25 $ 750 21 REPLACE SALVAGED END SECTION EACH 3 $ 100 $ 300 22 15" METAL END SECTION EACH 2 $ 250 $ 500 23 18" METAL END SECTION EACH 2 $ 250 $ 500 24 REPLACE SALVAGED SIGN EACH 2 $ 150 $ 300 25 INSTALL CROSSWALK SIGN - FLASHER TYPE EACH 4 $ 2,750 $ 11,000 26 REPLACE SALVAGED RIPRAP CU YD 4 $ 50 $ 200 27 STABILIZED CONSTRUCTION EXIT EACH 1 $ 1,500 $ 1,500 28 SILT FENCE LIN FT 250 $ 2.50 $ 625 29 END SECTION SEDIMENT PROTECTION EACH 4 $ 150 $ 600 30 PREMIUM TOPSOIL BORROW L CU YD 50 $ 5 $ 250 31SEED MIXTURE 22-111 LBS 3 $ 15 $ 45 32 SEEDING ACRE 0.2 Is 500 $ 100 33 IMULCH MATERIAL TYPE 1 TON 0.2 1 $ 200 $ 40 :5 6Y,5t37