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OLD CRYSTAL BAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129SFORONO INDUSTRIAL BOULEVARD
<br />ST ST
<br />ST
<br />S S S S S S
<br />WFWFWFWFWFWFWFWSSSSSSSEX. BOUNDARY (TYP)
<br />EX. WATER (TYP)
<br />EX. STORM SEWER (TYP)
<br />8" GATE VALVE
<br />N: 171,394.94
<br />E: 445,856.86
<br />8" TEE W/ TB
<br />N: 171,395.01
<br />E: 445,842.14
<br />8" TEE W/ TB
<br />N: 171,395.69
<br />E: 445,700.14
<br />8" GATE VALVE
<br />N: 171,395.87
<br />E: 445,663.988" 90° BEND W/ TB
<br />& 6" REDUCER
<br />N: 171,396.61
<br />E: 445,509.15
<br />CONNECT TO EX. WATER
<br />N: 171,400.01
<br />E: 445,842.17
<br />CONNECT TO EX. WATER
<br />N: 171,400.69
<br />E: 445,700.16
<br />5.0 LF~8" C900 PRIVATE WATER MAIN
<br />14.7 LF~8" C900 PRIVATE WATER MAIN
<br />122.0 LF~8" C900 PRIVATE WATER MAIN
<br />100.0 LF~8" C900 PRIVATE WATER MAIN
<br />5.0 LF~8" C900 PRIVATE WATER MAIN
<br />EX. SSMH-1
<br />4' SSMH
<br />N: 171,410.28
<br />E: 445,777.76
<br />BUILDING 1
<br />BUILDING 2
<br />BUILDING 3 BUILDING 4 BUILDING 5
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<br />8" X 6" TEE W/ TB
<br />N: 171,396.13
<br />E: 445,609.14
<br />8" X 6" TEE W/ TB
<br />N: 171,396.03
<br />E: 445,629.14
<br />8" X 6" TEE W/ TB
<br />N: 171,395.45
<br />E: 445,751.14 8" X 6" TEE W/ TB
<br />N: 171,395.35
<br />E: 445,771.14 8" X 6" TEE W/ TB
<br />N: 171,394.77
<br />E: 445,893.14
<br />8" X 6" TEE W/ TB
<br />N: 171,394.67
<br />E: 445,913.14
<br />8" 90° BEND W/ TB
<br />& 6" REDUCER
<br />N: 171,394.08
<br />E: 446,035.14
<br />20.0 LF~8" C900 PRIVATE WATER MAIN
<br />36.2 LF~8" C900 PRIVATE WATER MAIN
<br />20.0 LF~8" C900 PRIVATE WATER MAIN
<br />34.8 LF~8" C900 PRIVATE WATER MAIN
<br />51.0 LF~8" C900 PRIVATE WATER MAIN
<br />20.0 LF~8" C900 PRIVATE WATER MAIN
<br />71.0 LF~8" C900 PRIVATE WATER MAIN
<br />36.3 LF~8" C900 PRIVATE WATER MAIN
<br />METER PIT
<br />N: 171,390.19
<br />E: 445,514.15
<br />METER PIT
<br />N: 171,388.10
<br />E: 445,604.13 METER PIT
<br />N: 171,389.61
<br />E: 445,634.10
<br />METER PIT
<br />N: 171,389.08
<br />E: 445,746.14
<br />METER PIT
<br />N: 171,388.93
<br />E: 445,776.14
<br />METER PIT
<br />N: 171,388.40
<br />E: 445,888.14
<br />METER PIT
<br />N: 171,388.25
<br />E: 445,918.14
<br />METER PIT
<br />N: 171,387.71
<br />E: 446,030.14
<br />TYPICAL 6" FIRE SERVICE
<br />TYPICAL WATER SERVICE
<br />14.0 LF WATER
<br />SERVICE
<br />14.0 LF 6" FIRE
<br />SERVICE W/
<br />GATE VALVE
<br />8" PRIVATE SANITARY MAIN
<br />6" SANITARY SERVICE (TYP)
<br />8" PRIVATE
<br />SANITARY MAIN
<br />6" SANITARY SERVICE (TYP)
<br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM
<br />A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
<br />SIGNATURE: __________________________________________TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM
<br />DATE: 09/18/2024 LICENSE NUMBER: 50731 Designed By:Date:
<br />Job No.:
<br />FOR AND ON BEHALF OF
<br />HAGSTROM ENGINEERING PLLC
<br />Checked By:811
<br />CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
<br />YOU DIG, GRADE OR EXCAVATE FOR THE
<br />MARKING OF UNDERGROUND MEMBER
<br />UTILITIES.
<br />CALL GOPHER STATE ONE CALL
<br />BENCHMARK:ByDateDescription of RevisionsNo.Sheet of
<br />D
<br />C
<br />B
<br />A
<br />54321
<br />219 6TH AVENUE EAST
<br />ALEXANDRIA, MN 56308
<br />P.320.759.0764
<br />WWW.HAGSTROMENG.COM
<br />HAGSTROM
<br />ENGINEERING
<br />CIVIL ENGINEERS | LAND CONSULTANTS
<br />CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRIN
<br />C5.0C3.1
<br />NOT FOR CONSTRUCTIONC3.1ORONO GARAGE CONDOSSITE PLANPROPOSED UTILITY PLAN09/18/2024
<br />24015 LEHMRH0
<br />SCALE: 1" =
<br />ORIGINAL GRAPHIC SCALE
<br />15 30 60
<br />30'
<br />LEGEND
<br />EXISTING STORM SEWER,
<br />MANHOLE, F.E.S. AND INLET
<br />PROPOSED STORM SEWER,
<br />MANHOLE, F.E.S. AND INLET
<br />EXISTING ROW
<br />PROPOSED ROW
<br />EXISTING LOT LINE
<br />PROPOSED LOT LINE
<br />PROPERTY BOUNDARY
<br />PROPERTY SETBACK
<br />EXISTING EASEMENT
<br />PROPOSED EASEMENT
<br />PROPOSED SANITARY SEWER W/ MH
<br />EXISTING SANITARY SEWER W/ MH
<br />PROPOSED UNDERDRAIN AND CLEANOUT
<br />PROPOSED WATER LINE, VALVE AND
<br />FIRE HYDRANT
<br />EXISTING WATER LINE AND VALVE
<br />PROPOSED WATER SERVICE W/ METER
<br />PROPOSED SANITARY SERVICE
<br />EXISTING GAS LINE
<br />EXISTING OVERHEAD ELECTRIC
<br />EXISTING ELECTRIC
<br />EXISTING CABLE TV
<br />EXISTING FIBER OPTIC
<br />EXISTING TELEPHONE
<br />EXISTING IRRIGATION
<br />CAUTION! UTILITY CROSSING
<br />LOWERING MAY BE REQUIRED
<br />EXISTING LIGHT POLE
<br />PROPOSED LIGHT POLEWSS
<br />NOTES:
<br />1.CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES
<br />PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES.
<br />2.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION
<br />STAKING.
<br />3.INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION, SEE SHEET C5.0.
<br />4.ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION
<br />SHALL NOT BE DISTURBED.
<br />5.ALL SANITARY SEWER SERVICES ARE 6" DIAMETER WITH 1% SLOPE AND A
<br />STANDARD 1.2' WYE CONNECTION TO THE 8" PRIVATE MAIN UNLESS OTHERWISE
<br />NOTED.
<br />6.ALL PRIVATE WATER MAINS ARE 8" DIAMETER, MAINTAIN POSITIVE GRADE, 8' MIN.
<br />COVER.
<br />7.ALL WATER MAINS AND SERVICES SHALL MEET AWWA C900 QUALITY STANDARD.
<br />8.AN ACCESSIBLE BLUE 14 AWG MINIMUM TRACER WIRE SUITABLE FOR DIRECT BURY
<br />MUST BE USED
<br />9.SEE SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS.P:\24015_Orono Car Condo's\CAD\CD's\24015_C3.1-Proposed Utility Plan.dwg, 1/21/2025 4:13:17 PM, 1:1, LEH82
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