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ITEM 5.1 Approval of Plan for Water Tower #40tCITY F o MINNESOTA DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Public Works City Engineer Wagner September 28, 2020 PRESENTER(s) REVIEWED BY: ITEM #: City Engineer Wagner City Administrator/Finance Director Flaherty 5.1 STRATEGIC VISION MEETS: I THE CITY OF OTSEGO: Is a strong organization that is committed to leading the community through innovative communication. X Has proactively expanded infrastructure to responsibly provide core services. Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. Is a social community with diverse housing, service options, and employment opportunities. Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends City Council approval of Plans and Specifications for the Water Tower No. 4 — 701h Street Trunk Watermain and authorize advertisement to bid. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROUND/J USTIFICATION: With Water Tower #4 site purchase agreements fully executed and construction of the water tower anticipated to begin in 2021, the 16" trunk watermain currently ending at Martin Farms Avenue and 70th Street needs to be extended to the water tower site. Plans and specifications have been prepared for extending the 16" DIP watermain from the north side of 70th street to the east plat line of Martin Farms 2"d Addition. The watermain will cross 70th Street to the south side of the street and follow the right-of-way to Macallister Avenue. The watermain will then cross to the east side of Macallister Avenue which is the water tower site. The watermain will be extended through the water tower property and stubbed to the east side at the south right-of-way of 70th Street. The watermain will be placed within the water tower site so as to not interfere with the construction of Water Tower #4 but allow that project to quickly connect with minimal additional work required. The trunk watermain will be 100% within the existing right-of-way. Permission from Wright County will be needed to locate the watermain along the south side of 70th Street but staff anticipates no issues with this. An approximate 50' temporary construction easement will be needed to stockpile the excavated material outside the right-of-way on the south side of 70th Street. The timing of the project will allow for all crops to be harvested from the adjacent field before we need access to the area so staff does not anticipate any issues with this temporary easement. The current engineers estimate is $313,139.25. Pending City Council authorization, the bids will be opened October 20, 2020 and presented for consideration at the October 26, 2020 City Council meeting. Construction is anticipated to be completed by December 15th, 2020. SUPPORTING DOCUMENTS ATTACHED: • Plans and Specifications • Engineers Estimate POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES: Motion for approval of Plans and Specifications for the Water Tower No. 4 — 70th Street Trunk Watermain and authorize advertisement to bid. BUDGET INFORMATION FUNDING: BUDGETED: Fund 601— Water Utility Yes 2020 = $300,000 2021 = $6,300,000 ENGINEERS ESTIMATE WATER TOWER #4 70th STREET TRUNK WATERMAIN CITY OF OTSEGO Revision: 9/24/2020 Bid Schedule "A" - Watermain Item No. Description Unit Unit Price Estimated Quantity Cost Extension 1 Mobilization LS $15,000.00 1 $15,000.00 2 Remove and Replace Gravel Road SY $10.00 65 $650.00 3 Remove and Replace Bituminous Trail full section SY $20.00 1,086 $21,720.00 4 Connect to Existing Watermain EA $2,000.00 1 $2,000.00 5 6" Gate Valve EA 1 $1,500.00 1 $1,500.00 6 16" Butterfly Valve EA $3,500.00 3 $10,500.00 7 Hydrant EA $5,000.00 3 $15,000.00 8 6" Watermain CL 52 DIP LF $45.00 15 $675.00 9 16" Watermain CL 52 DIP LF $65.00 2,065 $134,225.00 10 DI Fittings LBS $5.00 5,985 $29,925.00 11 21" Steel Casing Pipe Jacking LF $150.00 175 $26,250.00 12 Traffic Control LS $3,000.00 1 $3,000.00 13 Turf Establishment Acre I $11500.00 1 3.1 1 4,650.00 14 Erosion Control Blanket(Category 3 SY $1.50 4,500 $6,750.00 15 Catch Basin or FES erosion inlet control EA $150.00 3 $450.00 Total $272,295.00 Bid Schedule "A" - Watermain $272,295.00 15% Administration, Legal, Engineering, `& Continengency $40,844.25 TOTAL ESTIMATED PROJECT COST $313,139.25 5 E% ai "Y IVI Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 WATER TOWER #4 - 70TH STREET TRUNK WATERMAIN OTSEGO, MINNESOTA THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." l� 300 0 300 600 SCALE IN FEET CITl WRIGHT COUNTY, MINNESOTA GOVERNING SPECIFICATIONS THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY. THE 2013 EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS 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. ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE WATER TOWER #4 70TH STREET TRUNK WATERMAIN PROJECT. SHEET INDEX THIS PLAN CONTAINS 10 SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 DETAILS AND ESTIMATED QUANTITIES 3 TYPICAL SECTIONS 4-8 UTILITY PLANS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 45850 DATE 9/23/20 BRENT M. LARSON, P.E. LIC. NO. HAKANSON ANDERSON DESIGN ENGINEER 26052 DATE 9/23/20 RONALD J. V44NEK P.E. LIC. NO. HAKANSON ANDERSON ASSOCIATES, INC. DESIGN ENGINEER DATE I REVISION SHEET 1 OF 10 SHEETS \ \ REMOVE & REPLACE \ 150 LF TRAIL \\ /_(1)16" 22Y2* / BEND EASEMENT — — - - - - ✓ — 55' RIGHT-OF-WAY (1)16"-22Y2' / BEND / V / +00 \ 70T�- BEND \ — / PROTECT DRAINTILE \ y PROTECT DRAINTILE HEADWALL HEADWALL /- 5+00 _ 4+00 1— — — 'y v /'/ \ 55' RIGHT-OF-WAY (1)16" BEND _ _ �- _ /gyp; CONNECT TO EXISTING— N 16" WATERMAIN WITH \ — 16" BUTTERFLY VALVE — BEND \ 50' TEMPORARY (1)i6"-22Yi — — CONSTRUCTION _ v 4" DRAINTILE EASEMENT u) \------------ PROTECT DRAINTILE --------------- �® HEADWALL-- 167 LF-16" DIP CL 52 OPEN CUT WATERMAIN 7.5' MIN. 145 LF-16„ 138 LF-16" DIP CL 52 DIP JACKING W/ OPEN CUT WATERMAIN 21" STEEL CASING 980 965 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . got . . . . . . . . . . . . . . . eN . . . . . . . . . o ac, . . . . . . . . . . . YM . . . . . . . . . v� . . . . . . . . . . rnC4 . . . . . o[94 N �N N eN N �N 1a w� ' b N. m01 (a mro n en m W ..(a ..W .. W rn to m to m W m W0 .a,.C,alalW45 0+50 1+00 2+00 3+00 4+00 5+00 5+50 Y \ 20 0 20 40 SCALE IN FEET UAIL KLVIJIUN i nereoyd cnernry mar ims plan, sP.—I-r-, or repon was prepare y me or under my direct supervl and that I am a duly Cleansed Professfonol En ,rr��er the laws of the state of Minnesota. �� e UUM IT. BML Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakonson-anderson.com WATER TOWER #4 — 70TH STREET TRUNK WATERMAIN UTILITY PLAN 70TH STREET NE10 OTSEGO, MINNESOTA SHEET 4 °F SHEETS pp1,wll6h SJH 9 23 • CARBON, P.E. 45850 Date Lic. No. pEpgp R. RJW OT536.01 -A ------------------------------------------------------------- T---- 70TH STREET NE (CSAH 38) 1 16 —11 t BEND 6+0 d 0 7+00 co r � l — — I — 8+00 9+00 — — w 10+00 V) — — — — — — — — — — — — — — — — — — — N — f-- — — — (1)16"X6" TEE — — — — — — — — — — — — — — — — — (1)5 LF-6" DIP 35 SY I — — —— (AVALVE 6" GV REPAIR DRIVEWAY (12" THICK, INCIDENTAL) BUTTERFLY (1)HYDRANT 50' TEMPORARY CONSTRUCTION EASEMENT ------------------------------------------------------------------------------------------------- j ------------------- I --------- Y \ 20 0 20 40 SCALE IN FEET . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.5' MIN 450 LF-16" DIP CL 52' OPEN CUT WATERMAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1955 Z o al n to tu? N '.10 Y in m[945 Z m n. nn� n, Or ma,a'or a'oi a'ol a'T Go a'o a,1 i s 5+50 6+00 7+00 8+00 9+00 10+00 a DATE REVISION I hereby certlfy that this plan, speciflcatlon, or report was DINM Ff-. XS.EETS prepared by me or under my direct su eerylr the laws' BML =�_ -- Hakanson Anderson UTILITY PLAN -i am a duly Licensed Professional Englrj� i of the State of Mlnnesota. �t�\\IU\� muwxae - Civil Engineers and Land Surveyors WATER TOWER #4 — 70TH STREET TRUNK \�1��1\If SJH 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 WATERMAIN 70TH STREET NE EV&ArCARBON, P.E. Date 9 23 Lic. No. 45850 RJW www.hakanson—anderson.com OTSEGO, MINNESOTA OT536.01 1'1 70TH STREET NE (CSAH r. W_N 10+00 (1)16"-11Y4 BEND 4 L PROTECT DRAINTILE f 14+00 N W — -- -- 11 00 HEADWALL 13+0� (1)16"X6" TEE fw — — — T-- 12+00 (1)5 LF-6" DIP — — — — — _ — _ — _ (1)HYDRANT — — — — — — — — — — (1)16"-11Y4 BEND 7' 50' TEMPORARY CONSTRUCTION _--- EASEMENT ]975 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.5' MIN . . . . . . . . . . . 450 LF-16" DIP CL 52 . OPEN CUT WATERMAIN Y \ 20 0 20 40 SCALE IN FEET W� r. m . . . . . n 0, . . . . . . . . . V7 ,� ul m ' as . . . . . . . . . . . . . . . . . . . . . . . b {�O N N M M M M .,e.�. m t0 m' o, . . . . . h M M m' �O . . . . . . . . . Ln Y m t0 . . . . . . . . . . . . . . . . . . . . n ♦\ MI M M f<7 M ' 0, m t0 � .W . . . . . . . . . . . . . . W N N m r0�O]QIOlWOI .� . . . . NE 945 10+00 11+00 12+00 13+00 14+00 14+50 DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct sup., and that DEM ar; BML - --- Hokanson Anderson UTILITY PLAN am a duly Licensed Professional En Ir I r the haws of the state of Minnesota. D �1 �,��; Civil Engineers and Land Surveyors WATER TOWER #4 — 70TH STREET TRUNK �c�\\ \On�`1\' SJH 3601 Thurston Ave., Anoka, Minnesota 55303 WATERMAIN 70TH STREET NE ASKETS 9 23 CARBON, P.E. 45850 plan fff; RJW 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com OTSEGO, MINNESOTA Date Lic. No. OT536.01 / / / / / / JJ / / (1)16"-45' \ J BEND --\\ Op \ / (1)16"-45' BEND 200 \ REPAIR GRAVEL ROAD \ i x'0 / 50' TEMPORARY CONSTRUCTION EASEMENT / \ i \\ (1)16"X16" TEE (1)16 —11Y4 115, BEND 8' , q 14+50 15+00 16+00 17+00 18+00 / 19+00 Y \ 20 0 20 40 SCALE IN FEET DATE REVISION I hereby certlty that this plan, specitication, or report was prepared by me or under my dlrect sup— and that I of a duly Licensed Professional En ,r�� r the law, of or the state of Minnesota. �� D D�BY: BML -_-- Hakanson Anderson _ Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com WATER TOWER #4 — 70TH STREET TRUNK WATERMAIN UTILITY PLAN 70TH STREET NE OTSEGO, MINNESOTA SHEET OFCHI10 SHEETS ouxx a; SJH 9 23 CARBON, P.E. 45850 Date Lic. No. RJW OT536.01 \ / 4 VX (1)16"X6" REDUCER CROSS CROSS 6" GV / (1)HYDRANT ZxpO NIP& (1)16" GV7 /jXOp i — (1)16"-45- / \ BEND � \ 38 LF-16" o I I OPEN CUT WATERMAIN I\ I\ / \ STRFFr '8l IG cc \ \ cc \ \ \ \ 20 0 20 40 SCALE IN FEET i *1 . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . 315 LF-16" DIP CL 52 OPEN CUT WATERMAIN . . . . . . . 17.5' MIN . . . . . . . . . . . . . . IG cc \ \ cc \ \ \ \ 20 0 20 40 SCALE IN FEET i *1 . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . 315 LF-16" DIP CL 52 OPEN CUT WATERMAIN . . . . . . . 17.5' MIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MM . . . . . . . . . . Nm . . . . . . . . . . �� . . . . . . . . . . MM O1 . . . . . . . . . mn G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m� ad vni.l\ Ln tom.' a, 935 93 —0+50 0+00 1+00 2+00 3+00 4+00 DATE REVISION hereby certify that this plan, specification, or report was Phby me or under my direct upervi and that of a duly Licensed Professional En Isr�e r iha yaw, of the stale of Minnesota. �IP\ DMM BY: BML - - Hakanson Anderson Civil Engineers and Land SurveyorsSJH 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 WWW.hakanson—anderson.com WATER TO #4 — 70TH STREET TRUNK WATERMAIN UTILITY PLAN 70TH STREET NE OTSEGO, MINNESOTA AsHEETS oa�,wxar; 9 23CARBON, P.E. 45850 Date Lic. No. 0"o Bh RJW OT536.01