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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 A63,337 SFWETLAND D110,900 SFWETLAND F15,661 SFBLOCK 6BLOCK 5BLOCK 5BLOCK 7BLOCK 5OUTLOTD(42,299 SF)OUTLOTC(113,813 SF)OUTLOTC(113,813 SF)BASIN 1NWL=914.50OUTLET 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=914.84EOF10'EOFWETLAND D4 2806 SFEOF3.90%9.40%5.23%8.96%9.42%6.80%6.86%4.47%5.95%7.05%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%6.49%S00°50'53"W 1320.44EXIST. 42" MET COUNCIL SANITARY SEWEREXISTING 310 LF42" RCP MCESINTERCEPTOR@ 0.10%HYD & GV,TYP.BOX, TYP.HYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.48" SAN MH 3048" SAN MH 2148" SAN MH 2248" SAN MH 23SAN. WYE STA=0+22.5SAN. WYE IE=902.56 (4'R.)SAN. STUB IE=907.96CURB STOP ELEV.=917.66SAN. WYE STA=0+74.5SAN. WYE IE=908.77SAN. WYE STA=1+44.5SAN. WYE IE=908.27SAN. STUB IE=909.57CURB STOP ELEV.=919.00SAN. WYE STA=0+04.0SAN. WYE IE=908.86SAN. STUB IE=910.25CURB STOP ELEV.=919.30SAN. WYE STA=0+49.0SAN. WYE IE=909.05SAN. STUB IE=910.44CURB STOP ELEV.=919.20SAN. WYE STA=0+92.0SAN. WYE IE=909.22SAN. STUB IE=910.61CURB STOP ELEV.=918.90SAN. WYE STA=1+14.0SAN. WYE IE=909.31SAN. STUB IE=910.70CURB STOP ELEV.=919.00SAN. WYE STA=1+39.5SAN. WYE IE=903.03 (5'R.)SAN. WYE STA=1+30.0SAN. WYE IE=902.99 (4'R.)SAN. STUB IE=908.47CURB STOP ELEV.=917.96SAN. WYE STA=1+59SAN. WYE IE=909.49SAN. STUB IE=910.95CURB STOP ELEV.=918.77SAN. WYE STA=1+74.5SAN. WYE IE=909.55SAN. STUB IE=911.07CURB STOP ELEV.=918.97SAN. WYE STA=1+92.0SAN. WYE IE=909.61SAN. STUB IE=910.98CURB STOP ELEV.=919.04SAN. WYE STA=1+88.0SAN. WYE IE=909.60SAN. STUB IE=911.22CURB STOP ELEV.=919.14SAN. 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=2+28.5SAN. WYE IE=908.60SAN. STUB IE=910.04CURB STOP ELEV.=918.92SAN. WYE IE=908.19 (1'R.)CURB STOP ELEV.=919.64SAN. WYE STA=0+81.0SAN. WYE IE=908.01 (1'R.)SAN. STUB IE=909.29CURB STOP ELEV.=919.45SAN. WYE STA=0+37.0SAN. WYE IE=907.84 (1'R.)SAN. STUB IE=909.12CURB STOP ELEV.=919.25SAN. WYE STA=0+18.5SAN. WYE IE=907.76 (1'R.)SAN. STUB IE=909.04CURB STOP ELEV.=918.73SAN. WYE STA=3+09.5SAN. WYE IE=907.47 (1'R.)SAN. STUB IE=908.81CURB STOP ELEV.=919.07SAN. WYE STA=2+67.0SAN. WYE IE=907.28 (2'R.)SAN. STUB IE=908.68CURB STOP ELEV.=919.60SAN. WYE STA=2+00.5SAN. WYE IE=907.03 (2'R.)SAN. STUB IE=908.51CURB STOP ELEV.=919.508" TO 6" REDUCER14+0015+0016+0017+009+8510+0011+0012+0013+0014+0014+98HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+47FENWAY COURT NORTHEXISTING GRADEPROPOSED GRADE22.5° BEND (1)STA: 12+66.86 OS:10.30 R <br />22.5° BEND (1) <br />STA: 14+18.90 OS:0.32 R <br />SAN MH 21STA: 10+00.00 OS: 0.14 LRIM: 918.29IE (SW)=907.69IE (NW)=907.69IE (NE)=907.59BUILD: 10.7'267 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 22STA: 12+66.97 OS: 0.00RIM: 918.25IE (N)=908.85IE (SE)=908.75BUILD: 9.5'198 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 23 <br />STA: 14+59.67 OS: 27.41 L <br />RIM: 918.23 <br />IE (S)=909.63 <br />BUILD: 8.6' <br />8" TO 6" REDUCER <br />STA: 14+96.04 OS:1.24 R <br />24X24X8 TEESTA: 9+90.65 OS:9.70 RBUTTERFLY VALVESTA: 10+06.88 OS:9.99 R8" 8" DIP WATER MAINLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB <br />L <br />O <br />C <br />K <br /> <br /> <br />3BLOCK 6BLOCK 4OUTLOTC(113 <br />,813 <br /> SF <br />)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91EOFEOF10'10'3.19%2.99%3.68%3.63%3.97%8.70%6.86%4.05% <br />3.40% <br />4.95 <br />% <br />4. <br />4 <br />8 <br />% <br />4 <br />. <br />7 <br />9%3.69%5.22%3.88% <br />8.91% <br />7.40% <br />7.4 <br />1 <br />%10'10'S89°29'46"W 1319.694" PVC SAN. (TYP)1" PVC WAT. (TYP)72" TRUNK SAN MH C72" TRUNK SAN MH DHYD & GV,TYP.8" PLUGGV AND VALVEBOX, TYP.8" DIPWATERMAINHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAIN48" SAN MH 3A48" SAN MH 348" SAN MH 248" SAN MH 1SAN. WYE STA=0+22.5SAN. WYE IE=902.56 (4'R.)SAN. STUB IE=907.96CURB STOP ELEV.=917.66SAN. WYE STA=1+83.5SAN. WYE IE=905.11SAN. STUB IE=906.47CURB STOP ELEV.=916.15SAN. WYE STA=1+76.0SAN. WYE IE=905.08 (1'R.)SAN. STUB IE=907.35CURB STOP ELEV.=916.47SAN. WYE STA=1+18.5SAN. WYE IE=904.85 (1'R.)SAN. STUB IE=907.25CURB STOP ELEV.=916.77SAN. WYE STA=0+63SAN. WYE IE=904.63 (3'R.)SAN. STUB IE=908.93CURB STOP ELEV.=917.34SAN. WYE STA=0+32.5SAN. WYE IE=904.51 (2'R.)SAN. STUB IE=907.63CURB STOP ELEV.=917.07SAN. WYE STA=0+38.5SAN. WYE IE=905.10SAN. WYE STA=0+25.5 <br />SAN. WYE IE=903.92 (4'R.) <br />SAN. STUB IE=909.22 <br />CURB STOP ELEV.=918.22 <br />SAN. WYE STA=0+97.0 <br />SAN. WYE IE=903.53 (4'R.) <br />SAN. STUB IE=908.97 <br />CURB STOP ELEV.=918.36 <br />SAN. <br /> <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />3 <br />2 <br />. <br />0 <br />SAN. <br /> <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />3 <br />. <br />2 <br />8 <br /> <br />( <br />5 <br />' <br />R <br />. <br />) <br />SAN. <br /> <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />8 <br />0 <br />CUR <br />B <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 />4 <br />5 <br />S <br />A <br />N <br />. <br /> <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />1 <br />+ <br />3 <br />9 <br />. <br />5 <br />S <br />A <br />N <br />. <br /> <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />3 <br />. <br />0 <br />3 <br /> <br />( <br />5 <br />' <br />R <br />. <br />) <br />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 />3 <br />9 <br />C <br />U <br />R <br />B <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 />1 <br />6 <br />S <br />AN <br />. <br /> W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />1 <br />+ <br />3 <br />0 <br />. <br />0 <br />SAN <br />. <br /> WY <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />2 <br />. <br />9 <br />9 <br /> <br />( <br />4 <br />'R <br />. <br />) <br />S <br />AN <br />. <br /> <br />S <br />TU <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />8 <br />. <br />4 <br />7CURB <br /> <br />S <br />TO <br />P <br /> <br />E <br />L <br />E <br />V <br />. <br />= <br />9 <br />1 <br />7 <br />. <br />9 <br />6 <br />SAN. WYE STA=0+25.5 <br />SAN. WYE IE=903.25 (5'R.) <br />SAN. STUB IE=909.41 <br />CURB STOP ELEV.=918.34 <br />SAN. WYE STA=1+04.0 <br />SAN. WYE IE=903.57 (5'R.) <br />SAN. STUB IE=909.81 <br />CURB STOP ELEV.=918.85 <br />SAN <br />. <br /> <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />6 <br />. <br />0 <br />SAN. <br /> <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />3 <br />. <br />8 <br />4 <br /> <br />( <br />4 <br />' <br />R <br />. <br />) <br />SAN. <br /> <br />S <br />T <br />U <br />B <br /> <br />I <br />E <br />= <br />9 <br />0 <br />9 <br />. <br />1 <br />4 <br />CUR <br />B <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 />4 <br />5 <br />SA <br />N <br />. <br /> <br />W <br />Y <br />E <br /> <br />S <br />T <br />A <br />= <br />0 <br />+ <br />4 <br />8 <br />. <br />0 <br />SA <br />N <br />. <br /> <br />W <br />Y <br />E <br /> <br />I <br />E <br />= <br />9 <br />0 <br />4 <br />. <br />0 <br />1 <br /> <br />( <br />4 <br />' <br />R <br />. <br />) <br />SA <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 />3 <br />1 <br />CU <br />R <br />B <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 />1 <br />4 <br />SAN. 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.=916.208" TO 6" REDUCER72" TRUNK SAN MH B18+00 <br />19+ <br />0 <br />0 <br />20 <br />+ <br />0 <br />0 <br />21+00 <br />21+82 <br />10+00 <br />11+00 <br />12+0013+0014+0014+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+02FERRA AVENUE NORTHEXISTING GRADEPROPOSED GRADEGATE VALVE <br />STA: 13+85.79 OS:10.36 R <br />11.25° BEND (1) <br />STA: 12+91.76 OS:9.83 R8" DIP WATER MAIN45° BEND (1) AND 22.5° BEND (1) <br />STA: 11+48.17 OS:13.46 R <br />8X8X6 TEE <br />STA: 10+72.53 OS:-3.56 L <br />GATE VALVE <br />STA: 10+19.43 OS:6.54 R145 LF 8" PVC SDR26 SANITARYSEWER @ 0.40%SAN MH 1 <br />STA: 11+48.31 OS: 1.61 R <br />RIM: 917.30 <br />IE (E)=903.15 <br />IE (N)=903.05 <br />BUILD: 14.3'142 LF 8" PVC SDR26 SANITARYSEWER @ 0.40%SAN MH 2 <br />STA: 12+93.44 OS: 0.05 L <br />RIM: 917.39 <br />IE (SE)=903.82 <br />IE (W)=903.72 <br />BUILD: 13.7'116 LF 8" PVC SDR26 SANITARYSEWER @ 0.40%SAN MH 3 <br />STA: 14+09.05 OS: 0.43 L <br />RIM: 916.47 <br />IE (S)=904.38 <br />IE (NE)=904.38 <br />IE (NW)=904.28 <br />BUILD: 12.2' <br />8" PLUG <br />STA: 10+00.15 OS:10.21 R <br />8" VERTICAL45° BEND <br />STA: 13+93.89 OS:10.28 R <br />PROPOSED TRUNK MANHOLE C <br />STA: 10+00.24 OS: 0.01 R <br />RIM: 917.03 <br />IE (S)=902.47 <br />IE (E)=899.97 <br />IE (W)=899.97 <br />BUILD: 18.2' <br />24X24X8 TEE <br />STA: 13+99.51 OS:10.23 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 SUMMARYDATEDESCRIPTIONC4.5SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N
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