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S89°29'46"W 1319.69 N89°40'02"E 1320.77 WETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBLOCK 2BLOCK 3BLOCK 4BLOCK 3BLOCK 3BLOCK 6BLOCK 9BLOCK 9OUTLOTB(224,692 SF)OUTLOTB(224,692 SF)OUTLOTA(83,216 SF)BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOF914.50EOFEOF10'EOF9.46%10.12%7.90%8.40%11.07%10.00%9.32%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%3.05%4.87%4.45%10.84%4.59%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.31%3.31%3.48%3.88%6.29%5.63%5.39%5.60%3.16%3.43%3.74%2.51%2.93%3.32%6.96%9.21%4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)TRUNK SAN MH ATRUNK SAN MH BHYD & GV,TYP.8" DIPWATERMAIN24" PLUGHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAINSAN MH 3ASAN MH 3SAN MH 2SAN MH 4SAN MH 5SAN MH 6SAN MH 6ASAN MH 7SAN MH 2022+0023+0024+0024+659+54 10+00 11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+6518+0019+0020+0020+36 10+0011+0012+00 13+00 14+0 0 14+1 8 0+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+65FINALE COURT NORTH & FINALE AVENUE NORTHPROPOSED GRADESAN MH 6ASTA: 10+02.11 OS: 32.80 LRIM: 916.60IE (N)=907.31BUILD: 9.3'241 LF 8" PVCPIPE @ 0.40%SAN MH 6STA: 12+34.90 OS: 0.01 LRIM: 915.77IE (W)=906.35IE (S)=906.35IE (N)=906.25BUILD: 9.5'421 LF 8" PVC PIPE @ 0.40%SAN MH 5STA: 16+55.24 OS: 0.00RIM: 915.45IE (W)=904.57 IE (S)=904.57 IE (N)=904.47 BUILD: 11.0'143 LF 8" PVC PIPE @ 0.40%SAN MH 4 STA: 17+97.99 OS: 0.21 RRIM: 915.96IE (S)=903.90 IE (N)=903.90 BUILD: 12.1'119 LF 8" PVC PIPE @ 0.40%SAN MH 3 STA: 19+18.84 OS: 6.32 R RIM: 916.61IE (S)=903.43 IE (NE)=903.43 IE (NW)=903.33 BUILD: 13.3'200 LF 8" PVC PIPE @ 0.40%SAN MH 3ASTA: 21+16.89 OS: 9.27 RRIM: 915.29IE (SW)=904.23 BUILD: 11.1'8" DIP WATER MAINGATE VALVESTA: 12+53.42 OS:-10.01 L24X24X8 TEESTA: 24+39.87 OS:-8.34 L 8X8X6 TEE STA: 14+60.02 OS:-10.16 L GATE VALVE STA: 16+39.36 OS:-10.00 L 24X24X8 TEESTA: 20+10.67 OS:10.29 R 11.25° BEND STA: 17+99.07 OS:-9.79 L 24" DIP WATER MAIN11.25° BEND STA: 18+97.61 OS:-3.66 L GATE VALVESTA: 19+03.89 OS:-3.49 L 24X24X8 TEE STA: 13+99.51 OS:10.23 R 8X8X6 TEE STA: 19+91.70 OS:-10.46 L 22.5° BEND STA: 21+12.40 OS:-2.61 L 24X24X12 TEE STA: 21+54.87 OS:-5.60 L 24" PLUG STA: 21+63.35 OS:-5.39 L 90° BEND AND 8" TO 6" REDUCERSTA: 10+51.31 OS:-19.04 L EXISTING GRADE7.5' MIN.COVERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L I M I N A R Y : N O T F O R C O N S T R U C T I O 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 Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.3SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR