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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 N89°40'02"E 1320.77 4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)72" TRUNK SAN MH C72" TRUNK SAN MH D8" DIPWATERMAINHYD & GV,TYP.24" DIPWATER MAIN24" DIPWATER MAINHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.8" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAIN48" SAN MH 3A48" SAN MH 348" SAN MH 248" SAN MH 148" SAN MH 448" SAN MH 548" SAN MH 648" SAN MH 6A48" SAN MH 748" SAN MH 20SAN. 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. 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+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+25.5SAN. WYE IE=903.92 (4'R.)SAN. STUB IE=909.22CURB STOP ELEV.=918.22SAN. WYE STA=0+97.0SAN. WYE IE=903.53 (4'R.)SAN. STUB IE=908.97CURB STOP ELEV.=918.36SAN. WYE STA=0+32.0SAN. WYE IE=903.28 (5'R.)SAN. STUB IE=909.80CURB STOP ELEV.=918.45SAN. WYE STA=1+39.5SAN. WYE IE=903.03 (5'R.)SAN. STUB IE=909.39CURB STOP ELEV.=918.16SAN. WYE STA=0+25.5SAN. WYE IE=903.25 (5'R.)SAN. STUB IE=909.41CURB STOP ELEV.=918.34SAN. WYE STA=1+04.0SAN. WYE IE=903.57 (5'R.)SAN. STUB IE=909.81CURB STOP ELEV.=918.85SAN. WYE STA=0+6.0SAN. WYE IE=903.84 (4'R.)SAN. STUB IE=909.14CURB STOP ELEV.=918.45SAN. WYE STA=0+48.0SAN. WYE IE=904.01 (4'R.)SAN. STUB IE=909.31CURB STOP ELEV.=918.14SAN. 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 IE=906.53SAN. STUB IE=907.83CURB STOP ELEV.=917.05SAN. WYE STA=1+50.5SAN. WYE IE=906.22SAN. STUB IE=907.52CURB STOP ELEV.=916.95SAN. WYE STA=2+82.5SAN. WYE IE=906.75SAN. STUB IE=908.05CURB STOP ELEV.=917.00SAN. WYE STA=3+30.5SAN. WYE IE=906.94SAN. STUB IE=908.24CURB STOP ELEV.=916.50SAN. WYE STA=3+80.0SAN. WYE IE=907.14SAN. STUB IE=908.44CURB STOP ELEV.=916.40SAN. 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=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. WYE STA=2+00 .5SAN. WYE IE=907 .03 (2 'R . )SAN. STUB IE=908 .51CURB STOP ELEV .=919 .50SAN. WYE STA=1+51 .5SAN. WYE IE=906 .83 (2 'R . )SAN. STUB IE=908 .35CURB STOP ELEV .=918 .83SAN. 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" REDUCERSANITARY CLEANOUT22+0023+0024+0024+659+5410+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+8218+0019+0020+0020+36 10+0011+0012+00 13+ 0 0 14+ 0 0 14+ 1 8 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 GRADESAN MH 6ASTA: 10+02.11 OS: 32.80 LRIM: 916.60IE (N)=908.36BUILD: 8.2'241 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 6STA: 12+34.90 OS: 0.01 LRIM: 915.77IE (W)=907.40IE (S)=907.40IE (N)=907.30BUILD: 8.5'421 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 5 STA: 16+55.24 OS: 0.00 RIM: 915.45 IE (W)=905.62 IE (S)=905.62 IE (N)=905.52 BUILD: 9.9'143 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 4 STA: 17+97.99 OS: 0.21 R RIM: 915.96 IE (S)=904.95 IE (N)=904.85 BUILD: 11.1'119 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 3 STA: 19+18.84 OS: 6.32 R RIM: 916.47 IE (S)=904.38 IE (NE)=904.38 IE (NW)=904.28 BUILD: 12.2'190 LF 8" PVC SDR35 SANITARYSEWER @ 0.40%SAN MH 3A STA: 21+07.75 OS: 5.96 R RIM: 915.41 IE (SW)=905.14 BUILD: 10.3'8" DIP WATER MAINGATE VALVESTA: 12+53.42 OS:-10.01 L8X8X8 TEESTA: 12+43.24 OS:-10.01 L 8X8X6 TEE STA: 14+60.02 OS:-10.16 L GATE VALVE STA: 16+37.60 OS:-10.00 L 24X24X24 TEE 24" X 8" REDUCER (S) STA: 16+44.94 OS:-9.99 L 11.25° BEND (1) STA: 17+99.07 OS:-9.79 L24" DIP WATER MAIN11.25° BEND (1) STA: 18+97.61 OS:-3.66 L BUTTERFLY VALVE STA: 19+57.20 OS:-6.90 L 24X24X8 TEE STA: 19+08.26 OS:-3.38 L 24X24X6 TEE STA: 19+91.70 OS:-10.46 L 22.5° BEND (1) STA: 21+01.27 OS:-5.79 L 24" PLUG STA: 21+80.59 OS:-10.35 L EXISTING GRADEPHASE 1 LIMITS STA. 16+20PHASE 1 END ANDCAP WATERMAINSTA.16+00.0PHASE 1 END AND CAPSANITARY SEWERSTA. 16+00.024X24X12 TEE STA: 21+54.82 OS:-11.28 LPHASE 1 END AND CAPSANITARY SEWERPHASE 1 LIMITS STA. 21+35CONTINUEWATERMAIN TO24" PLUG8" TO 6" REDUCERSTA: 9+91.03 OS:-48.92 L PHASE 1 LIMITS STA. 19+25 BUTTERFLY VALVE STA: 21+75.58 OS:-10.71 L7.5' MIN.COVER18" MIN.SEPARATION36" SAN. SEWER CROSSINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 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 Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.3SAN. SEWER ANDWATER MAIN PLANAND PROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR