Laserfiche WebLink
S00°50'53"W 1320.44WETLAND A63,656 SFWETLAND D110,900 SFWETLAND F16,078 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=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54EOF10'EOFWETLAND D4 2806 SFEOF6.10%6.61%3.81%7.35%6.74%4.98%4.92%3.60%4.34%7.16%5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%4.74EXIST. 42" MET COUNCIL SANITARY SEWEREXISTING 316 LF42" RCP MCESINTERCEPTOR@ 0.10%BOX, TYP.HYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.SAN MH 1SAN MH 30SAN MH 21SAN MH 22SAN MH 23SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6014+0015+0016+0017+009+8510+00 11+00 12+00 13+0014+0014+93HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+47FENWAY COURT NORTHEXISTING GRADEPROPOSED GRADE8X8X6 TEESTA: 15+65.27 OS:9.35 RGATE VALVESTA: 9+95.49 OS:9.78 R8" DIP WATER MAIN22.5° BENDSTA: 12+66.86 OS:10.30 R <br />90° BEND AND 6" TO 8" REDUCER <br />STA: 14+18.90 OS:0.32 R <br />SAN MH 21STA: 15+55.43 OS: 0.00RIM: 918.29IE (SW)=906.62IE (NW)=906.62IE (NE)=906.52BUILD: 11.8'267 LF 8" PVC PIPE @ 0.40%SAN MH 22STA: 12+66.97 OS: 0.00RIM: 918.25IE (N)=907.79IE (SE)=907.69BUILD: 10.6'198 LF 8" PVC PIPE @ 0.40%SAN MH 23 <br />STA: 14+59.66 OS: 27.41 LRIM: 918.23IE (S)=908.58 <br />BUILD: 9.6'7.5' MIN.COVERS89°29'46"W 1319.69LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBL <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=915.64EOFEOF10'10'2.79%2.58%3.13%3.03%3.34%8.70%4.92%3.05% <br />4.87% <br />4.45% <br />10. <br />8 <br />4 <br />% <br />4. <br />5 <br />9%3.74%4.38% <br />3.88% <br />6.29% <br />5.63% <br />5.39 <br />%4" PVC SAN. (TYP)1" PVC WAT. (TYP)TRUNK SAN MH ATRUNK SAN MH BHYD & GV,TYP.8" PLUGGV AND VALVEBOX, TYP.8" DIPWATERMAIN24" PLUGHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAINSAN MH 3ASAN MH 3SAN MH 2SAN MH 1SAN MH 4SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6018+00 <br />19+00 <br />20+ <br />0 <br />0 <br />21+00 21+65 <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 <br />STA: 12+91.76 OS:9.83 R8" DIP WATER MAIN45° BEND (1) AND 22.5° BEND (1)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 R <br />PROPOSED TRUNK MANHOLE ASTA: 4+67.57 OS: 0.00RIM: 917.03IE (S)=901.52 <br />IE (E)=898.82 <br />IE (W)=898.82 <br />BUILD: 18.2'145 LF 8" PVC PIPE @ 0.40%SAN MH 1 <br />STA: 11+48.31 OS: 1.61 RRIM: 917.30IE (E)=902.20 <br />IE (N)=902.10 <br />BUILD: 15.2'142 LF 8" PVC PIPE @ 0.40%SAN MH 2STA: 12+93.44 OS: 0.05 LRIM: 917.39IE (SE)=902.87 <br />IE (W)=902.77 <br />BUILD: 14.6'116 LF 8" PVC PIPE @ 0.40%SAN MH 3 <br />STA: 19+18.84 OS: 6.32 RRIM: 916.61IE (S)=903.43 <br />IE (NE)=903.43 <br />IE (NW)=903.33 <br />BUILD: 13.3' <br />24X24X8 TEESTA: 13+99.51 OS:10.23 R <br />8" PLUGSTA: 10+00.15 OS:10.21 R <br />7.5' MIN.COVERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT <br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP <br />R <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br />: <br />N <br />O <br />T <br /> <br />F <br />O <br />R <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />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 <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