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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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City Council
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WETLANDWETLAND G16,910 SFWETLAND E67,678 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK <br /> 1 <br />B <br />L <br />O <br />C <br />K <br /> <br /> <br />2 <br />BL <br />O <br />C <br />K <br /> <br /> <br />8 <br />B <br />L <br />O <br />C <br />K <br /> <br /> <br />9OUTLOTE(29 <br />,702 <br /> SF <br />)OUTLOTA(83 <br />,216 <br /> SF <br />)OUTLOTA(83 <br />,216 <br /> SF <br />)BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97EOFEOFEOF914.50EOFFUTURETRAIL BYOTHERSEO <br />F8.5%8.8%8.80%6.30%6.34%4.90%3.58%4.19%3.11%6.00%4.54%4.12%6.05% <br />7.44% <br />7.46% <br />7.23%4.09%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%N89°40'02"E 1320.77EXIST. 42" MET COUNCIL <br />SANITARY SEWER <br />4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICE24" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24" DIPWATER MAINW/ 24"BUTTERFLYVALVEEX. 16" DIPWATER MAINEX. 24" DIPHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAIN48" SAN MH 648" SAN MH 6A48" SAN MH 748" SAN MH 848" SAN MH 3148" SAN MH 32SAN. 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. STUB IE=908.36CURB STOP ELEV.=917.08SAN. WYE STA=0+53.5SAN. WYE IE=907.61SAN. STUB IE=908.91CURB STOP ELEV.=917.00SAN. WYE STA=0+27.5SAN. WYE IE=907.51SAN. STUB IE=908.81CURB STOP ELEV.=916.70SAN. WYE STA=1+25SAN. WYE IE=907.90SAN. STUB IE=909.20CURB STOP ELEV.=917.00SAN. WYE STA=1+52SAN. WYE IE=908.01SAN. STUB IE=909.37CURB STOP ELEV.=916.95SAN. WYE STA=2+01.5SAN. WYE IE=908.21SAN. STUB IE=910.61CURB STOP ELEV.=917.20SAN. WYE STA=2+25.0SAN. WYE IE=908.30SAN. STUB IE=910.77CURB STOP ELEV.=917.30SAN. WYE STA=0+98.5 <br />SAN. WYE IE=910.56 <br />SAN. STUB IE=911.86 <br />CURB STOP ELEV.=919.75 <br />SAN. WYE STA=0+48.0 <br />SAN. WYE IE=910.36 <br />SAN. STUB IE=911.66 <br />CURB STOP ELEV.=919.52 <br />SAN. WYE STA=0+02.0 <br />SAN. WYE IE=910.18 <br />SAN. STUB IE=911.48 <br />CURB STOP ELEV.=919.15 <br />SAN. WYE STA=3+98 <br />SAN. WYE IE=910.05 <br />SAN. STUB IE=911.82 <br />CURB STOP ELEV.=918.75 <br />SAN. WYE STA=3+80.0SAN. WYE IE=907.14SAN. STUB IE=908.44CURB STOP ELEV.=916.40SAN. WYE STA=2+40.5SAN. WYE IE=909.17SAN. STUB IE=910.47CURB STOP ELEV.=919.04SAN. WYE STA=1+78.0SAN. WYE IE=908.92SAN. STUB IE=910.10CURB STOP ELEV.=919.11SAN. WYE STA=1+22SAN. WYE IE=908.70SAN. STUB IE=909.72CURB STOP ELEV.=918.51SAN. WYE STA=0+50.0SAN. WYE IE=908.41SAN. STUB IE=909.53CURB STOP ELEV.=917.80SAN. WYE STA=1+50.5SAN. WYE IE=908.00SAN. STUB IE=909.17CURB STOP ELEV.=917.40SAN. WYE STA=0+99.5SAN. WYE IE=907.80SAN. STUB IE=908.82CURB STOP ELEV.=916.60SAN. 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 />S <br />T <br />A <br />= <br />1 <br />+ <br />2 <br />5 <br />SAN. <br />W <br />Y <br />E I <br />E <br />= <br />9 <br />0 <br />8. <br />1 <br />9 ( <br />1' <br />R.) <br />SAN. <br />S <br />T <br />U <br />B I <br />E <br />= <br />9 <br />0 <br />9. <br />5 <br />5 <br />CUR <br />B <br />S <br />T <br />O <br />P <br />E <br />L <br />E <br />V. <br />= <br />9 <br />1 <br />9. <br />6 <br />4 <br />SAN. WYE STA=2+29.5SAN. WYE IE=908.32SAN. STUB IE=910.60CURB STOP ELEV.=917.50SAN. WYE STA=2+34SAN. WYE IE=908.34SAN. STUB IE=910.26CURB STOP ELEV.=917.45SAN. WYE STA=2+36SAN. WYE IE=908.34SAN. STUB IE=909.88CURB STOP ELEV.=917.308" TO 6" REDUCER24" BUTTERFLYVALVESANITARY CLEANOUT10+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002 <br />0 <br />+ <br />0 <br />0 <br />2 <br />1 <br />+ <br />0 <br />0 <br />2 <br />2+ <br />00 <br />23+0024+0024+659+5410+0011+00 12+00 13+00 <br />9+85 10+00 11+00 12+00 13+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00EXISTING GRADEPROPOSED GRADE161ST STREET NORTHGATE VALVE <br />STA: 18+24.85 OS:10.06 R <br />11.25° BEND <br />STA: 18+30.02 OS:10.06 R <br />24X24X24 TEE <br />24" X 8" REDUCER (E) <br />STA: 18+20.21 OS:10.02 R <br />24X24X6 TEE <br />STA: 17+25.29 OS:9.85 R <br />24" 45° BEND (2) <br />STA: 16+50.15 OS:9.72 R <br />22.5° BEND (1) <br />STA: 19+12.15 OS:5.54 RMATCH EXISTINGCENTERLINE 919.77EXISTING LOW POINT /CATCH BASINSSAN MH 32 <br />STA: 16+96.23 OS: 0.20 L <br />RIM: 918.83 <br />IE (E)=910.63 <br />BUILD: 8.2'115 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 31 <br />STA: 18+10.42 OS: 0.00 <br />RIM: 918.03 <br />IE (W)=910.17 <br />IE (N)=910.07 <br />BUILD: 8.0' <br />SAN MH 8 <br />STA: 20+25.05 OS: 0.00 <br />RIM: 918.31 <br />IE (NE)=909.18 <br />BUILD: 9.1'8" DIP WATER MAIN24" VERTICAL 45° BEND <br />STA: 16+84.81 OS:9.77 R <br />24" VERTICAL 45° BEND <br />STA: 16+87.05 OS:9.77 R <br />18" STORM SEWER CROSSING24" DIP WATER MAINPHASE 1 END ANDCAP WATERMAINSTA. 20+11.50PHASE 1 LIMITS <br />STA. 20+07END PHASE 1STREETCONSTRUCTIONCivil 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 SUMMARYDATEDESCRIPTIONC4.1SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR
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