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<br />CITY OF HUGO UTILITY NOTES:
<br />1. CONTRACTOR TO COORDINATE THE EXISTING UTILITY INFRASTRUCTURE
<br />ALONG EXISTING PORTIONS OF FINALE WITH ALL UTILITY COMPANIES WHO MAY
<br />BE INVOLVED. RELOCATION, REMOVAL OR PROTECTION OF EXISTING UTILITIES
<br />MUST BE AGREED UPON AND COORDINATED PRIOR TO CONSTRUCTION.
<br />2. ACCESS TO KEYSTONE PLACE (ADJACENT PROPERTY) SHALL BE MAINTAINED
<br />DURING UTILITY CONNECTIONS. COORDINATE PLAN WITH CITY PRIOR TO
<br />CONSTRUCTION.
<br />3. CONTRACTOR TO INSTALL 4" OF RIGID INSULATION PER DETAILS ON ALL
<br />SANITARY SEWER PIPES WITH LESS THAN 8' OF COVER.
<br />RCWD UTILITY NOTES:
<br />1. DEVELOPER MUST PROVIDE AN AS -BUILT SURVEY OF THE INVERT ELEVATIONS
<br />OF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH).
<br />1.1. OS 61, FES 60
<br />GENERAL UTILITY NOTES:
<br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE
<br />CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO
<br />CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
<br />DAMAGED 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
<br />TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY
<br />NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.
<br />4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD
<br />SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND
<br />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
<br />PROJECT SPECIFICATIONS.
<br />5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE -USED OR PLACED AT THE
<br />DIRECTION OF THE OWNER.
<br />6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA
<br />C110, AWWA C153 UNLESS OTHERWISE NOTED.
<br />7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH
<br />40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.
<br />8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS
<br />UNLESS OTHERWISE NOTED.
<br />9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED
<br />END SECTION.
<br />10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5OF THE BUILDING FOOTPRINT. THE
<br />CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.
<br />COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.
<br />11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH
<br />BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON
<br />THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
<br />12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE
<br />NOTED.
<br />13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.
<br />HYDRANT EXTENSIONS ARE INCIDENTAL.
<br />14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE
<br />NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL
<br />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
<br />IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.
<br />16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND
<br />COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.
<br />17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED.
<br />18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL
<br />DRAWINGS.
<br />19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH
<br />ADJACENT CONTRACTORS AND CITY STAFF.
<br />20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE
<br />CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE
<br />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
<br />SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS
<br />NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES
<br />SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.
<br />21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE
<br />REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING
<br />RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
<br />22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.
<br />23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.
<br />COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT
<br />INSTALLATION OF UTILITIES.
<br />24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT
<br />THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.
<br />25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.
<br />APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO
<br />MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.
<br />26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR
<br />WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,
<br />SECTION 1109.0.
<br />UTILITY LEGEND:
<br />CATCH BASIN
<br />MANHOLE
<br />N GATE VALVE AND VALVE BOX
<br />PROPOSED FIRE HYDRANT
<br />I WATER MAIN
<br />SANITARY SEWER
<br />>> STORM SEWER
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<br />Know what's below. 1" = 50'-0"
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<br />a m (K:D M Y,
<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
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<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
<br />OF
<br />MINNESOTA.
<br />Matthew R. Pavek
<br />DATE 12.13.20 LICENSE NO. 44263
<br />ISSUE/SUBMITTAL SUMMARY
<br />DRAWN BY:mp, kt REVIEWED BY: mp, kt I
<br />PROJECT NUMBER: 18301
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />UTILITY PLAN
<br />(SAN WATER)
<br />C401
<br />COPYRIGHT2020CIVIL SITE GROUP INC.
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