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<br />WETLAND
<br />UTILITY LEGEND:
<br />GENERAL UTILITY NOTES:
<br />(7- 0 �77� �
<br />0 0 �
<br />1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. nn
<br />(7171 M O
<br />2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF Civil Engineering • Surveying • Landscape Architecture
<br />EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO 4931 W. 35th Street, Suite 200
<br />CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE St. Louis Park, MN 55416
<br />ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.
<br />civilsitegroup.com 612-615-0060
<br />3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.
<br />CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)
<br />FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
<br />CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
<br />DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF
<br />"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE
<br />INSTALLATION" AND "SANITARY SEWER AND STORM SEWER
<br />INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION
<br />OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE
<br />REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.
<br />5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND
<br />RE -USED OR PLACED AT THE DIRECTION OF THE OWNER.
<br />6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA
<br />C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE
<br />NOTED.
<br />7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)
<br />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
<br />ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.
<br />9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF
<br />STRUCTURE OR TO END OF FLARED END SECTION.
<br />10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING
<br />FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
<br />THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH
<br />ARCHITECTURAL AND MECHANICAL PLANS.
<br />11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED
<br />0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15
<br />FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT
<br />REFLECT SUMPED ELEVATIONS.
<br />12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF
<br />CURB UNLESS OTHERWISE NOTED.
<br />13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE
<br />WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.
<br />14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,
<br />UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO
<br />MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR
<br />STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.
<br />15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF
<br />HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS
<br />OTHERWISE NOTED.
<br />16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE
<br />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
<br />THE MECHANICAL DRAWINGS.
<br />U
<br />19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION W3
<br />OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 0
<br />20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE
<br />REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL
<br />BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE
<br />CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS
<br />OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL
<br />DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE
<br />LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS
<br />NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL
<br />TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT
<br />APPROVAL BY THE CITY.
<br />21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO
<br />PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL
<br />OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO
<br />PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC
<br />LOADING.
<br />22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY
<br />COMPANIES.
<br />23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION
<br />SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF
<br />IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION
<br />OF UTILITIES.
<br />24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT
<br />CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON
<br />COMPLETION OF WORK.
<br />25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE
<br />GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS
<br />MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,
<br />CATCHBASINS, OR OTHER STRUCTURES.
<br />26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10
<br />FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN
<br />ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
<br />CATCP- ASIN
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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 OF
<br />MINNESOTA.
<br />- Matthew R. Pavek
<br />DATE 02.21.2020 LICENSE No. 44263
<br />ISSUE/SUBMITTAL SUMMARY
<br />DRAWN BY: KT, ND, JD REVIEWED BY: PS
<br />PROJECT NUMBER: 19296
<br />REVISION SUMMARY
<br />DATE DESCRIPTION
<br />NORTH UTILITY PLAN -
<br />WATER & STORM
<br />SEWER
<br />C405
<br />QC COPYRIGHT CIVIL SITE GROUP INC.
<br />
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