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UTILITY LEGEND: <br />GENERAL UTILITY NOTES: <br />1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. <br />2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF <br />EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO <br />CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE <br />ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. <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 />19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION <br />OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. <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 />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 />O� <br />0 0 <br />0 <br />Know what's b@IOW. <br />Call before you dig. <br />C�OVHO <br />0 <br />(r,Tj m 00 M <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 />l— <br />U <br />W <br />O <br />IY <br />0- <br />All <br />U <br />0 <br />3 <br />2 <br />V <br />J <br />J <br />F_ <br />Z <br />W <br />2 <br />F_ <br />Q <br />a. <br />Q <br />Z <br />W <br />♦Q <br />V <br />♦O <br />V <br />N <br />L0 <br />L0 <br />Z <br />Q <br />0 <br />LU <br />LU <br />Q <br />Z <br />00 <br />O <br />O <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 />Ma hew 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 I DESCRIPTION <br />NORTH UTILITY PLAN - <br />WATER & SANITARY <br />A(I N SEWER <br />1 " = 40'-0" <br />20'-0" 0 40'-0" C402 <br />4/17/2020 14:09:36 © COPYRIGHT CIVIL SITE GROUP IN( <br />