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2022.08.15 CC Packet
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2022.08.15 CC Packet
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10/13/2022 11:55:23 AM
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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=914.871"=913.27, 2-YR=913.97BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOF914.50EOFEOF10'EOF9.52%8.69%7.98%8.92%9.38%10.00%9.47%3.58%4.19%3.11%6.00%4.54%4.12%3.19%2.99%3.68%3.63%3.97%9.59%8.70%4.05%3.40%4.95%4.48%4.79%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.09%3.88%8.91%7.40%7.41%7.71%3.76%4.21%4.61%6.7%6.9%6.7%8.8%9.9%10'10'S89°29'46"W 1319.69 <br />N89°40'02"E 1320.77RIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.FES15CBMH14CBMH13CBMH12ACBMH12.2STMH11FES10FES25CBMH24CBMH23CBMH22STMH21FES20CBMH32CBMH33CBMH34OS2SEE DETAILFOR WEIRFES1(DO NOT INSTALL FES ORRIPRAP IN CREEK/DITCHCHANNEL, FIELD ADJUSTIF NEEDED)CB12BCBMH24ACB12.122+0023+0024+0024+659+5410+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+8218+0019+0020+0020+36 <br />10+0011+0012+00 <br />13+ <br />0 <br />0 <br />14+ <br />0 <br />0 <br />14+ <br />1 <br />8 <br />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 GRADE-1.60%0.82%-0.54%0.65%-0.78%0.61%1.60%-0.63%VPI STA = 9+54.00VPI ELEV = 916.76VPI STA = 10+95.00VPI ELEV = 915.98 <br />VPI STA = 16+90.00 <br />VPI ELEV = 915.26 <br />VPI STA = 12+60.00VPI ELEV = 915.58VPI STA = 10+00.00VPI ELEV = 917.50 <br />VPI STA = 21+65.00 <br />VPI ELEV = 915.1790.00 V.C.HP ELEV = 916.25HP STA = 11+51.18VPI STA = 11+50.00VPI ELEV = 916.43K=56.4490.00 V.C.HP ELEV = 916.51HP STA = 14+37.63VPI STA = 14+35.00VPI ELEV = 916.64K=78.3390.00 V.C.HP ELEV = 916.60HP STA = 19+18.53VPI STA = 19+18.00VPI ELEV = 916.74K=70.18VPC STA = 11+05.00VPC ELEV = 916.06 <br />VPC STA = 13+90.00 <br />VPC ELEV = 916.37 <br />VPC STA = 18+73.00 <br />VPC ELEV = 916.45 <br />VPT STA = 11+95.00VPT ELEV = 916.08 <br />VPT STA = 14+80.00 <br />VPT ELEV = 916.40 <br />VPT STA = 19+63.00 <br />VPT ELEV = 916.45160 LF 15" RCP @0.55%EXISTING GRADEPHASE 1 LIMITS <br />STA. 16+20PHASE 1 END ANDCAP WATERMAINSTA.16+00.0PHASE 1 END AND CAPSANITARY SEWERSTA. 16+00.0PHASE 1 END AND CAPSANITARY SEWERPHASE 1 LIMITS <br />STA. 21+35CONTINUEWATERMAIN TO24" PLUGEG:FG:EG:FG:EG:FG:EG: 913.99FG: 917.10EG: 913.47FG: 917.50EG: 913.12FG: 917.10EG: 912.62FG: 916.70EG: 912.14FG: 916.30EG: 912.14FG: 916.02EG: 912.33FG: 916.19EG: 912.38FG: 916.25EG: 912.43FG: 916.20EG: 912.69FG: 916.04EG: 913.03FG: 915.85EG: 913.56FG: 915.65EG: 914.16FG: 915.67EG: 914.44FG: 915.82EG: 914.61FG: 915.97EG: 914.51FG: 916.12EG: 914.35 <br />FG: 916.28 <br />EG: 914.30 <br />FG: 916.42 <br />EG: 914.23 <br />FG: 916.50 <br />EG: 914.18 <br />FG: 916.50 <br />EG: 912.22 <br />FG: 916.42 <br />EG: 914.17 <br />FG: 916.29 <br />EG: 914.45 <br />FG: 916.15 <br />EG: 914.84 <br />FG: 916.02 <br />EG: 915.13 <br />FG: 915.88 <br />EG: 915.30 <br />FG: 915.75 <br />EG: 915.36 <br />FG: 915.61 <br />EG: 915.19 <br />FG: 915.48 <br />EG: 915.78 <br />FG: 915.34 <br />EG: 916.84 <br />FG: 915.33 <br />EG: 917.51 <br />FG: 915.49 <br />EG: 917.43 <br />FG: 915.65 <br />EG: 917.26 <br />FG: 915.81 <br />EG: 917.11 <br />FG: 915.97 <br />EG: 916.96 <br />FG: 916.14 <br />EG: 916.81 <br />FG: 916.30 <br />EG: 916.71 <br />FG: 916.46 <br />EG: 916.38 <br />FG: 916.57 <br />EG: 915.71 <br />FG: 916.59 <br />EG: 915.02 <br />FG: 916.53 <br />EG: 914.50 <br />FG: 916.38 <br />EG: 914.18 <br />FG: 916.22 <br />EG: 913.86 <br />FG: 916.06 <br />EG: 914.02 <br />FG: 915.90 <br />EG: 914.22 <br />FG: 915.75 <br />EG: 914.29 <br />FG: 915.59 <br />EG: 914.56 <br />FG: 915.43 <br />EG: 914.80 <br />FG: 915.27 <br />EG: 914.53 <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />PHASE 1 LIMITS <br />STA. 19+25 <br />CBMH 14STA: 10+95.00 OS: 13.55 LRIM: 915.69IE (SW)=912.92CB12.1STA: 12+60.00 OS: 13.55 RRIM: 915.28IE (S)=911.58 <br />CBMH22 <br />STA: 16+90.00 OS: 13.54 R <br />RIM: 914.97 <br />IE (W)=911.00 <br />IE (SE)=911.00 <br />CBMH33 <br />STA: 21+44.81 OS: 14.26 L <br />RIM: 915.01 <br />IE (W)=911.37 <br />IE (E)=911.37 <br />CBMH32 <br />STA: 21+45.25 OS: 12.83 R <br />RIM: 915.01 <br />IE (W)=911.23 <br />IE (E)=911.23 <br />SUMP=3.00' <br />CBMH23 <br />STA: 16+90.24 OS: 13.54 L <br />RIM: 914.97 <br />IE (SW)=911.09 <br />IE (E)=911.09 <br />CBMH 13STA: 10+95.00 OS: 13.54 RRIM: 915.69IE (W)=912.42IE (N)=912.42 CBMH12.2STA: 2+07.25 OS: 0.01 RRIM: 915.32IE (S)=911.55IE (W)=911.55IE (N)=911.55IE (E)=911.55SUMP=3.00'6 LF 15" RCP @0.50%36" SAN. SEWER CROSSINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT <br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew 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.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo <br />Hugo, MN <br />11460 Robinson Dr. NW, Minneapolis, MN 55433 <br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.3STREET AND STORMSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
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