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<br />PID: 1730 0004----
<br />49 Id Highway 8
<br />GENERAL UTILITY NOTES:
<br />(Desc.= S00°36
<br />S00°36'29"E
<br />6"E)5695
<br />APPR
<br />W Line of the E 12 Feet
<br />of the NE 1/4 of e EOF=893.5O
<br />of Sec. 17, Twp. 30, Rng. 23
<br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
<br />UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED
<br />DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.
<br />3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO
<br />CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.
<br />4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE
<br />INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF
<br />MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.
<br />5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE -USED OR PLACED AT THE DIRECTION OF THE OWNER.
<br />6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.
<br />7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)
<br />UNLESS OTHERWISE NOTED.
<br />8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.
<br />9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.
<br />10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE
<br />FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.
<br />11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET
<br />PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
<br />12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
<br />13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.
<br />14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO
<br />MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.
<br />15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS
<br />OTHERWISE NOTED.
<br />16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO
<br />CONSTRUCTION.
<br />17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED.
<br />18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.
<br />19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.
<br />20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE
<br />SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE
<br />MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO
<br />SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD
<br />CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.
<br />21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL
<br />OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC
<br />LOADING.
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<br />22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.
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<br />23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION
<br />SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.
<br />24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION
<br />OF WORK.
<br />25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST
<br />BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.
<br />26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN
<br />ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
<br />27. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE
<br />PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.
<br />CITY OF MOUNDS VIEW UTILITY NOTES:
<br />1. CONTRACTOR TO PROVIDE A MINIMUM 24 HOUR NOTICE TO PUBLIC WORKS FOR ALL WORK
<br />RELATED TO OR AFFECTING MUNICIPAL INFRASTRUCTURE (763-717-4050).
<br />2. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS FROM PUBLIC WORKS (AS
<br />REQUIRED) PRIOR TO CONSTRUCTION: WATER/SEWER, LAND DISTURBANCE, AND GRADING.
<br />3. USE OF MUNICIPAL WATER SUPPLY DURING CONSTRUCTION WILL BE ALLOWED FROM A
<br />HYDRANT DESIGNATED BY PUBLIC WORKS NEAR THE CONSTRUCTION SITE. THE
<br />CONTRACTOR SHALL OBTAIN A HYDRANT METER FROM PUBLIC WORKS TO RECORD WATER
<br />USAGE AND PAY THE ASSOCIATED DEPOSITS AND FEES FOR THE USE OF THE HYDRANT,
<br />METER AND WATER CONSUMPTION.
<br />4. CONTRACTOR SHALL COORDINATE HAUL TRUCK ROUTES WITH PUBLIC WORKS PRIOR TO
<br />CONSTRUCTION (763-717-4050).
<br />5. STREET CLOSURES/DETOURS SHALL BE APPROVED BY PUBLIC WORKS A MINIMUM OF 24
<br />HOURS PRIOR TO BEING PLACED (763-717-4050).
<br />6. PUBLIC WORKS TO OPERATE ALL WATER MAIN GATE VALVES. CONTRACTOR IS
<br />RESPONSIBLE TO NOTIFY AFFECTED PROPERTY OWNERS AT LEAST 24 HOURS IN ADVANCE
<br />OF WATER SUPPLY DISRUPTION. PUBLIC WORKS WILL PROVIDE A MAP OF AFFECTED
<br />PROPERTIES FOR CONTRACTOR'S USE.
<br />7. CONNECTION TO EXISTING WATER MAIN AND SANITARY SEWER SHALL BE DONE UNDER
<br />SUPERVISION OF PUBLIC WORKS STAFF. CONTRACTOR SHALL COORDINATE THIS WORK
<br />AND PROVIDE A MINIMUM OF 48 HOURS NOTICE. OUTSIDE OF NORMAL WORKING HOURS
<br />WORK (7:00 AM - 3:00 PM) MAY RESULT IN ADDITIONAL STAFF TIME CHARGES.
<br />8. CONTRACTOR TO FOLLOW RESPONSE ACTION PLAN AND CONSTRUCTION CONTINGENCY
<br />PLAN DURING ALL SUBSURFACE CONSTRUCTION ACTIVITIES.
<br />SHEET NOTES:
<br />SEE ENLARGEMENTS ON SHEETS C4.1- C4.2
<br />910.01
<br />PID: 173023140002
<br />4889 Old Highway 8
<br />PID: 173023140008
<br />2159 Mustang Drive
<br />Owner: Bauer Welding Metal Fabricator
<br />44
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<br />PROPERTY LINE
<br />Existing Building
<br />5438
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<br />UTILITY LEGEND:
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<br />TC=9
<br />CATCH BASIN
<br />MANHOLE
<br />GATE VALVE AND VALVE BOX
<br />PROPOSED FIRE HYDRANT
<br />WATER MAIN
<br />SANITARY SEWER
<br />STORM SEWER
<br />FES AND RIP RAP
<br />a CD
<br />Civil Engineering • Surveying • Landscape Architecture
<br />4931 W. 35th Street, Suite 200
<br />St. Louis Park, MN 55416
<br />civilsitegroup.com 612-615-0060
<br />PROJECT
<br />0
<br />0
<br />4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112
<br />0
<br />7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION, OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER
<br />UNDER THE LAWS OF THE STATE OF
<br />MINNESOTA.
<br />David J. Knaeble
<br />DATE 10/04/21 LICENSE NO. 48776
<br />ISSUE/SUBMITTAL SUMMARY
<br />DATE
<br />DESCRIPTION
<br />10/04/21
<br />CITY SUBMITTAL
<br />DRAWN BY:WMB, BJ, DK REVIEWED BY: DK
<br />PROJECT NUMBER: 21186
<br />REVISION SUMMARY
<br />DATE
<br />DESCRIPTION
<br />UTILITY PLAN -
<br />OVERALL SITE
<br />C4.0
<br />Know what's below.
<br />Call before you dig.
<br />0 COPYRIGHT2021 CIVIL SITE GROUP INC.
<br />
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