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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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10/13/2022 11:46:41 AM
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WETLAND A63,337 SFWETLAND F15,661 SFWETLAND G16,910 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFWETLAND XBLOCK 1BLOCK 7BLOCK 8BLOCK <br /> 3BLOCK <br /> 6BLOCK 9BLOCK 9BLOCK <br /> 9OUTLOTE(29,702 SF)OUTLOTB(224,692 SF)OUTLOTC(113,813 SF)OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64EOFEOFEOFEOF35'EOFEOFEOFEOFEOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%8.69%7.98%8.92%9.38%10.00%9.47%3.19%9.59%8.70%6.05%7.44%7.46%7.23%4.05%3.40%4.95%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%4.47%5.95%7.05%8.91%7.40%7.41%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%5.3%7.1%7.1%6.9%8.8%9.9%EXIST. 42" MET COUNCILSANITARY SEWER <br />4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICEHYD & GV,TYP.WATER MAIN24" DIPWATER MAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24" DIPWATER MAINW/ 24"BUTTERFLYVALVEEX. 16" DIPWATER MAINEX. 24" DIPWATER MAINHYD & GV,TYP.HYD & GV,TYP.8" DIPWATERMAIN48" SAN MH 348" SAN MH 248" SAN MH 148" SAN MH 448" SAN MH 548" SAN MH 848" SAN MH 3148" SAN MH 3248" SAN MH 3048" SAN MH 2148" SAN MH 20SAN. WYE STA=3+39.0SAN. WYE IE=909.82SAN. STUB IE=911.12CURB STOP ELEV.=919.15SAN. WYE STA=2+95.0SAN. WYE IE=909.65SAN. STUB IE=910.95CURB STOP ELEV.=919.60SAN. WYE STA=2+29.5SAN. WYE IE=909.39SAN. STUB IE=910.69CURB STOP ELEV.=919.51SAN. WYE STA=1+85.5SAN. WYE IE=909.21SAN. STUB IE=910.51CURB STOP ELEV.=919.10SAN. WYE STA=1+62.5SAN. WYE IE=909.12SAN. STUB IE=910.42CURB STOP ELEV.=919.00SAN. WYE STA=1+19.0SAN. WYE IE=908.95SAN. STUB IE=910.25CURB STOP ELEV.=919.10SAN. WYE STA=0+74.5SAN. WYE IE=908.77SAN. STUB IE=910.07CURB STOP ELEV.=919.25SAN. WYE STA=1+44.5SAN. WYE IE=908.27SAN. STUB IE=909.57CURB STOP ELEV.=919.00SAN. WYE IE=904.51 (2'R.)SAN. STUB IE=907.63CURB STOP ELEV.=917.07SAN. WYE STA=0+38.5SAN. WYE IE=905.10SAN. STUB IE=906.40CURB STOP ELEV.=916.94SAN. WYE STA=0+83.0SAN. WYE IE=905.28SAN. STUB IE=906.58CURB STOP ELEV.=916.74SAN. WYE STA=0+73.0SAN. WYE IE=905.92SAN. STUB IE=907.22CURB STOP ELEV.=917.17SAN. WYE STA=1+63.0SAN. WYE IE=906.27SAN. STUB IE=907.57CURB STOP ELEV.=917.61SAN. WYE STA=2+29.0SAN. WYE IE=906.54SAN. STUB IE=907.84CURB STOP ELEV.=917.70SAN. WYE STA=2+73.0SAN. WYE IE=906.71SAN. STUB IE=908.01CURB STOP ELEV.=917.17SAN. WYE STA=1+19.0SAN. WYE IE=906.10SAN. STUB IE=907.40CURB STOP ELEV.=917.52SAN. WYE STA=3+17.0SAN. WYE IE=906.89SAN. STUB IE=908.19CURB STOP ELEV.=917.34SAN. WYE STA=3+61.0SAN. WYE IE=907.06SAN. STUB IE=908.36CURB STOP ELEV.=917.08SAN. WYE STA=0+98.5SAN. WYE IE=910.56SAN. STUB IE=911.86CURB STOP ELEV.=919.75SAN. WYE STA=0+48.0SAN. WYE IE=910.36SAN. STUB IE=911.66CURB STOP ELEV.=919.52SAN. WYE STA=0+02.0SAN. WYE IE=910.18SAN. STUB IE=911.48CURB STOP ELEV.=919.15SAN. WYE STA=3+98SAN. WYE IE=910.05SAN. STUB IE=911.82CURB STOP ELEV.=918.75 <br />SAN. WYE STA=0+25.5SAN. WYE IE=903.92 (4'R.)S <br />A <br />N <br />. <br /> <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />2 <br />2CURB STOP ELEV.=918.22S <br />A <br />N <br />. <br /> W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />9 <br />7 <br />. <br />0SAN. WYE IE=903.53 (4'R.)S <br />A <br />N <br />. <br /> <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />8 <br />. <br />9 <br />7CURB STOP ELEV.=918.36SAN. <br /> WYE <br /> STA=0+32 <br />.0SAN. <br /> WYE <br /> <br />IE=903 <br />.28 <br /> <br />(5 <br />'R <br />. <br />)SAN. <br /> STUB <br /> <br />IE=909 <br />.80CURB STOP <br /> ELEV <br />.=918 <br />.45SAN. STUB IE=909.81CURB STOP ELEV.=918.85SAN. <br /> WYE <br /> STA=0+6 <br />.0SAN. <br /> WYE <br /> <br />IE=903 <br />.84 <br /> <br />(4 <br />'R <br />. <br />)SAN. <br /> STUB <br /> <br />IE=909 <br />.14CURB STOP <br /> ELEV <br />.=918 <br />.45SAN. WYE STA=1+04SAN. WYE IE=904.80 (1'R.)SAN. STUB IE=907.04CURB STOP ELEV.=916.55SAN. WYE STA=0+45.0SAN. WYE IE=905.13SAN. STUB IE=906.43CURB STOP ELEV.=916.20SAN. WYE STA=0+94.0SAN. WYE IE=905.33SAN. STUB IE=906.63CURB STOP ELEV.=916.00SAN. WYE STA=1+34.0SAN. WYE IE=905.49SAN. STUB IE=906.79CURB STOP ELEV.=916.20SAN. WYE STA=0+48.0SAN. WYE IE=905.81SAN. STUB IE=907.11CURB STOP ELEV.=916.45SAN. WYE STA=1+01.0SAN. WYE IE=906.02SAN. STUB IE=907.32CURB STOP ELEV.=916.70SAN. WYE STA=2+27.0SAN. WYE STA=1+50.5SAN. WYE IE=906.22SAN. STUB IE=907.52CURB STOP ELEV.=916.95SAN. WYE STA=0+56.5SAN. WYE IE=907.92SAN. STUB IE=909.22CURB STOP ELEV.=918.78SAN. WYE STA=1+00.0SAN. WYE IE=908.09SAN. STUB IE=909.39CURB STOP ELEV.=918.88SAN. WYE STA=1+75.0SAN. WYE IE=908.91SAN. STUB IE=910.37CURB STOP ELEV.=919.15SAN. WYE STA=1+30.0SAN. WYE IE=908.73SAN. STUB IE=910.29CURB STOP ELEV.=918.85SAN. WYE STA=0+85.0SAN. WYE IE=908.55SAN. STUB IE=910.11CURB STOP ELEV.=918.35SAN. WYE STA=0+41.0SAN. WYE IE=908.37SAN. STUB IE=909.82CURB STOP ELEV.=917.61SAN. WYE STA=0+01.5SAN. WYE IE=908.22SAN. STUB IE=909.52CURB STOP ELEV.=917.67SAN. WYE STA=157.5SAN. WYE IE=908.03SAN. STUB IE=909.49CURB STOP ELEV.=917.35SAN. <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />1 <br />+ <br />2 <br />5 <br />SAN. <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />8 <br />. <br />1 <br />9 <br /> <br />( <br />1 <br />' <br />R <br />. <br />) <br />SAN. <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />5 <br />5 <br />CURB <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />9 <br />. <br />6 <br />4 <br />SAN. <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />8 <br />1 <br />. <br />0 <br />SAN. <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />8 <br />. <br />0 <br />1 <br /> <br />( <br />1 <br />' <br />R <br />. <br />) <br />SAN. <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />2 <br />9 <br />CURB <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />9 <br />. <br />4 <br />5 <br />SAN. <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />3 <br />7 <br />. <br />0 <br />SAN. <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />7 <br />. <br />8 <br />4 <br /> <br />( <br />1 <br />' <br />R <br />. <br />) <br />SAN. <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />1 <br />2 <br />CURB <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />9 <br />. <br />2 <br />5 <br />SAN. <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />1 <br />8 <br />. <br />5 <br />SAN. <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />7 <br />. <br />7 <br />6 <br /> <br />( <br />1 <br />' <br />R <br />. <br />) <br />SAN. <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />0 <br />4 <br />CURB <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />8 <br />. <br />7 <br />3 <br />SAN. <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />3 <br />+ <br />0 <br />9 <br />. <br />5 <br />SAN. <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />7 <br />. <br />4 <br />7 <br /> <br />( <br />1 <br />' <br />R <br />. <br />) <br />SAN. <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />8 <br />. <br />8 <br />1 <br />CURB <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />9 <br />. <br />0 <br />7 <br />SAN. <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />2 <br />+ <br />6 <br />7 <br />. <br />0 <br />SAN. <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />7 <br />. <br />2 <br />8 <br /> <br />( <br />2 <br />' <br />R <br />. <br />) <br />SAN. <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />8 <br />. <br />6 <br />8 <br />CURB <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />9 <br />. <br />6 <br />0 <br />SAN. <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />2 <br />+ <br />0 <br />0 <br />. <br />5 <br />SAN. <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />7 <br />. <br />0 <br />3 <br /> <br />( <br />2 <br />' <br />R <br />. <br />) <br />SAN. <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />8 <br />. <br />5 <br />1 <br />CURB <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />9 <br />. <br />5 <br />0 <br />SAN. <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />1 <br />+ <br />5 <br />1 <br />. <br />5 <br />SAN. <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />6 <br />. <br />8 <br />3 <br /> <br />( <br />2 <br />' <br />R <br />. <br />) <br />SAN. <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />8 <br />. <br />3 <br />5 <br />CURB <br /> <br />S <br />T <br />O <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />8 <br />. <br />8 <br />3 14+0015+0016+0017+0018+0019+0020+0021+0022+0023+001 <br />4 <br />+ <br />0 <br />0 <br />15+0016+0017+001 <br />8 <br />+ <br />0 <br />0 <br />19+009+8510+00 11+00 12+00 <br />1 <br />3 <br />+ <br />0 <br />0 <br />14+0015+0016+0017+0018+0019+0020+0020+369+85 10+00 <br />11+00 <br />12+0013+0014+00 <br />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 GRADEBUTTERFLY VALVESTA: 10+07.60 OS:9.97 R45° BEND (1) AND 11.5° BEND (1)STA: 13+92.69 OS:-6.43 L <br />24X24X6 TEE <br />STA: 14+37.18 OS:9.42 R <br />BUTTERFLY VALVE <br />STA: 14+20.21 OS:5.64 R <br />24X24X8 TEE <br />STA: 15+65.27 OS:9.35 R <br />24" DIP WATER MAIN24X24X6 TEE <br />STA: 18+66.30 OS:14.77 R <br />22.5° BEND (1) AND 11.25° BEND (1) <br />STA: 18+94.02 OS:10.39 R <br />BUTTERFLY VALVE <br />STA: 20+03.35 OS:10.50 R169 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 30STA: 13+92.75 OS: 17.92 LRIM: 918.91IE (S)=908.47IE (NE)=908.37BUILD: 10.5'399 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 31STA: 10+00.00 OS: 0.00RIM: 918.03IE (W)=910.17IE (N)=910.07BUILD: 8.0' <br />SAN MH 21 <br />STA: 15+55.43 OS: 0.00 <br />RIM: 918.29 <br />IE (SW)=907.69 <br />IE (NW)=907.69 <br />IE (NE)=907.59 <br />BUILD: 10.7'337 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 20 <br />STA: 18+93.61 OS: 0.00 <br />RIM: 915.72 <br />IE (SW)=906.23 <br />IE (E)=906.13 <br />BUILD: 9.6'127 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 5 <br />STA: 20+20.66 OS: 0.00 <br />RIM: 915.45 <br />IE (W)=905.62 <br />IE (S)=905.62 <br />IE (N)=905.52 <br />BUILD: 9.9' <br />24X24X24 TEE24" X 8" REDUCER (E)STA: 9+90.20 OS:10.00 R <br />24X24X24 TEE <br />24" X 8" REDUCER (S) <br />STA: 20+10.67 OS:10.29 R <br />Civil 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 SUMMARYDATEDESCRIPTIONC4.4SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
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