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WETLAND A63,656 SFWETLAND F16,078 SFWETLAND G16,910 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFWETLAND XBLOCK 1BLOCK 7BLOCK 8 B LOCK 3 BLOCK 6BLOCK 9BLOCK 9BLOCK 9OUTLOTE(29,702 SF)OUTLOTB(224,692 SF)OUTLOTC(113,813 SF)100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41EOFEOFEOFEOF35'EOFEOFEOFEOFEOF10.82%10.84%11.16%7.44%7.38%7.33%6.10%10.12%7.90%8.40%11.07%10.00%9.32%2.79%9.59%8.70%4.54%5.42%5.43%5.37%3.05%4.87%4 . 4 5%3.74%3.32%4.38%3.07%2.84%2.71%2.56%2.81%3.60%4.34%7.16%6.29%5 . 6 3%5.39%2.64%4.60%4.74%4.91%3.93%4.60%5.90%5.60%5.01%6.41%6.11%5.76%6.96%9.21%EXIST. 42" MET COUNCILSANITARY SEWER 4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICEWATER MAIN24" DIPWATER MAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24"DIP WATER MAINEX. 16" DIPWATER MAINEX. 24" DIPWATER MAINHYD & GV,24" DIPWATERMAINSAN MH 3SAN MH 2SAN MH 4SAN MH 5SAN MH 31SAN MH 32SAN MH 30SAN MH 21SAN MH 20SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2514+0015+0016+0017+0018+0019+0020+0021+0022+0023+0014 + 0 0 15+0016+0017+0018 + 0 0 19+009+8510+00 11+00 12+00 13 + 0 0 14+0015+0016+0017+0018+0019+0020+0020+369+85 10+00 11+00 12+0013+0014+00 14+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+21162ND STREET NORTHEXISTING GRADEPROPOSED GRADE24X24X8 TEESTA: 18+20.21 OS:10.02 RGATE VALVESTA: 10+06.23 OS:10.01 R45° BEND (1) AND 11.5° BENDSTA: 13+92.69 OS:-6.43 L 8X8X6 TEE STA: 14+37.18 OS:9.42 R GATE VALVE STA: 15+61.39 OS:9.62 R 8X8X6 TEESTA: 15+65.27 OS:9.35 R 8" DIP WATER MAINGATE VALVESTA: 18+66.30 OS:14.77 R 22.5° BEND (1) AND 11.25° BEND (1) STA: 18+94.02 OS:10.39 R GATE VALVE STA: 20+03.35 OS:10.50 R 24X24X8 TEE STA: 20+10.67 OS:10.29 R169 LF 8" PVC PIPE @ 0.40%SAN MH 30STA: 13+92.75 OS: 17.92 LRIM: 918.88IE (S)=907.40IE (NE)=907.30BUILD: 11.6'399 LF 8" PVC PIPE @ 0.40%SAN MH 31STA: 18+10.42 OS: 0.00RIM: 918.03IE (W)=909.10IE (N)=909.00BUILD: 9.0' SAN MH 21STA: 15+55.43 OS: 0.00RIM: 918.29IE (SW)=906.62 IE (NW)=906.62 IE (NE)=906.52 BUILD: 11.8'337 LF 8" PVC PIPE @ 0.40%SAN MH 20 STA: 18+93.61 OS: 0.00 RIM: 915.72IE (SW)=905.18 IE (E)=905.08 BUILD: 10.6'127 LF 8" PVC PIPE @ 0.40%SAN MH 5 STA: 16+55.24 OS: 0.00 RIM: 915.45IE (W)=904.57 IE (S)=904.57 IE (N)=904.47 BUILD: 11.0'7.5' 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 SUMMARYDATEDESCRIPTIONC4.4SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR