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S89°29'46"W 1319.69S00°50'53"W 1320.44
<br />N89°40'02"E 1320.77WETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND 858,590 SFDITCH 7WETLAND 858,590 SFWETLAND 10/1320,749 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1
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<br />)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOFEOF914.50EOFEOFEOFEO
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<br />FLOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=918.00(per lot cert, verify)LOW FLOOR=918.50(per lot cert, verify)LOW FLOOR=920.00(per lot cert, verify)LOW FLOOR=919.70(per lot cert, verify)LOW FLOOR=919.00(per lot cert, verify)EOFE
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<br />EOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%9.46%10.12%7.90%8.40%11.07%10.00%9.32%6.61%3.81%7.35%6.74%4.98%2.91%3.44%2.24%4.44%3.45%3.50%2.79%2.58%3.13%3.03%3.34%9.59%8.70%4.92%4.54%
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<br />%5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%4.74SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.25SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6010+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002
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<br />19+00
<br />20+
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<br />21+00 21+65
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<br />19+0020+0020+369+8510+0011+0012+0013+00 14+00
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<br />12+0013+0014+0014+180+000+44Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT
<br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP
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<br />N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo
<br />Hugo, MN
<br />11460 Robinson Dr. NW, Minneapolis, MN 55433
<br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.0OVERALLSAN. SEWER ANDWATER MAIN PLAN. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRUTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPGENERAL UTILITY NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.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 PER DETAILS. RIM ELEVATIONS SHOWN ONTHIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY.THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURESBEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.CITY OF HUGO UTILITY NOTES:1.CONTRACTOR TO COORDINATE THE EXISTING UTILITY INFRASTRUCTUREALONG EXISTING PORTIONS OF FINALE WITH ALL UTILITY COMPANIES WHO MAYBE INVOLVED. RELOCATION, REMOVAL OR PROTECTION OF EXISTING UTILITIESMUST BE AGREED UPON AND COORDINATED PRIOR TO CONSTRUCTION.2.ACCESS TO KEYSTONE PLACE (ADJACENT PROPERTY) SHALL BE MAINTAINEDDURING UTILITY CONNECTIONS. COORDINATE PLAN WITH CITY PRIOR TOCONSTRUCTION.3.CONTRACTOR TO INSTALL 4" OF RIGID INSULATION PER DETAILS ON ALLSANITARY SEWER PIPES WITH LESS THAN 8' OF COVER.RCWD UTILITY NOTES:1.DEVELOPER MUST PROVIDE AN AS-BUILT SURVEY OF THE INVERT ELEVATIONSOF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH).1.1.OS 61, FES 60
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