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STRUCTURE AND CASTING SCHEDULE <br />MH NO. <br />SZE <br />CASTING <br />MH NO. <br />SIZE <br />CASTING <br />103A/9 <br />60' <br />3295 -2- <br />203 <br />48" DIA <br />1842 -8 <br />104A/9 <br />60' <br />3295 -2- <br />201 <br />48' DIA <br />1842 -6 <br />202 <br />48" DIA <br />1842 -8 <br />0 +00 <br />MERRILL T <br />IMV=005:mj °7' <br />L <br />Ll_ <br />I I <br />L.LJ <br />1 1\ <br />.1 <br />DWY C /L <br />STA: 2 +58 <br />DWY C <br />STA; 8 +25 <br />V <br />MH 201 <br />I!• �g <br />DATA <br />.00' <br />L 6 =1746'01" <br />NSTALL LIGHTPCLE <br />NH 203 <br />BLOCK 2 <br />CL -5 ®1 O <br />65.0 o 5 RCP C -5 0.52 <br />r <br />3 .0' of 18" P CL O 0 .55% <br />RETAINING WALL. <br />SEE GRADING PLAN <br />1 +00 <br />I 1 I CURVE DATA: <br />L 1 J R■90.00' <br />L;J4Q1$'- <br />Y- 648994'37' <br />I J <br />uN Rm Fr <br />.E- BeaT <br />1 <br />x <br />ALLIANT <br />ENGINEERING, INC. <br />233 PARK AVE. SOUTH, SUITE 300 <br />MINNEAPOLIS, MN 55415 <br />PHONE (612) 758.3080 <br />FAX (612) 758.3099 <br />r <br />1 <br />En MA <br />2 +00 <br />r <br />12 <br />CLARK WICKLUND, PE <br />JUST EXISTING <br />SANITARY MH TO <br />MATCH PROFILE <br />GRADE <br />I <br />i 33 .3 ORD m <br />11 FERNWOOD <br />930 <br />920 <br />910 <br />900 <br />890 <br />880 <br />870 <br />860 <br />CEIMH 104A -B <br />STIf7 +42.23 OFF. 710,1371 <br />RIM:893.27 <br />IN IN:889.55 18" RCP <br />INV OUT:889.55 18" RCP <br />2.007E <br />HI¢H PT STA: +00.10 <br />HIGH PT ELEV: 909.74 <br />IPA STA:1 +.5.00 <br />PVI ELEV: 9117.03 <br />K:15.14, <br />LVC:91.00 <br />1a <br />0 <br />LOW PT STA: 3 +29.27 <br />LOW PT ELEV: 901.47 <br />PVI STA:2 +92.77 <br />PVI ELEV :01.65 <br />K:15. 8 <br />LVC:7 00 <br />0 <br />HIGH PT STA. 5+63.50 LOW PT STA: 7+42.271 <br />HIGH PT ELEV: 900.29 LOW PT ELEV: 893.731 <br />PVI STA:6 +05.00 PVI STA: 7 +D4.77 <br />PVI ELEV: 900.09 MA ELEV:894.10 <br />K: 5.09 K:15.00 <br />LVC 83.0D r y LVC; 75.00 <br />NN 1 NRI <br />00 0 s W T <br />0 00 <br />N <br />0 m <br />0 <br />80 <br />m <br />0 <br />m <br />CBMII 103A -B <br />ST 7 +•0.53 0 ':16.67R <br />R1 693.27 <br />INV I RCP <br />INV OUT: 889.64 RCP <br />WAT CROSS <br />SAN CROSS <br />1.00% <br />CEIMH 103A -8 <br />930 <br />920 <br />910 <br />900 <br />890 <br />880 <br />870 <br />860 <br />oi <br />0 <br />0 <br />m <br />rn <br />oi <br />0 <br />0 <br />0 <br />0 <br />m <br />0 <br />O <br />rn <br />N <br />0 <br />m <br />3 <br />m <br />ro <br />0 <br />0 <br />0 <br />0 <br />O1 <br />m l <br />I <br />CY; <br />m <br />10 <br />0 <br />m <br />h <br />m <br />10 <br />M <br />m <br />N <br />0 <br />3 +00 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I <br />AM A DULY LTCENSED <br />PROFESSIONAL ENGINEER UNDER <br />THE LAWS OF THE STATE OF <br />MINNESOTA <br />DATE LICENSE NO. <br />1 1 <br />E -LISA <br />r 1 <br />I I <br />1 <br />1 <br />1 f <br />I <br />L <br />51Y <br />2 <br />DWY C/L <br />STA: 3+89 <br />PROJECT TEAM <br />DESIGNED: <br />DRAWN: <br />PAOIECTNO: <br />QA/QC REVIEW <br />1 <br />J <br />L J <br />4 +00 <br />DATE <br />MPR <br />110. <br />180054 <br />BLOE <br />3 <br />DWY C/L <br />STA: 4+39 <br />LL <br />4 <br />5 +00 <br />DATE ISSUE <br />14 <br />6 +00 <br />DATE ISSUE <br />CITY SUBMI TAL <br />7 +00 <br />r <br />1 <br />8 +00 <br />iR <br />1 <br />t <br />PRox. EDGE OF WATER <br />930 <br />920 <br />910 <br />FES 200 <br />STA: 4+99 26 OFF:0.00- <br />INV OUT:89 .50 12" RCP <br />goo <br />890 <br />64.3' of 12" RCP CL -5 9 1.69% <br />880 136.9' of 15' RCP <br />870 <br />860 <br />r <br />5 +00 <br />PRELIMINARY AND FINAL PLAT <br />SUBMITTAL <br />204 <br />WP RAPS CL -3 <br />Wetland A <br />22,709 20. 0.52 ac. <br />ISMER ELEV. <br />BBS9 (H0V0291 (1.2110.10 <br />12/29/2010 <br />BR 5/B' <br />SEE MITE IS <br />0 <br />0, <br />4 +00 <br />STA:4+34.94 OFF:0.0 <br />RIM: 893. <br />INV IN:8 9.41 12" RC <br />INV OUTA389.41 15" RCP <br />eel. <br />iE(our": awl <br />iECSVq -BBB. <br />mu.eezie <br />�s4c�T =�e1 <br />m <br />3 +00 <br />JOSEPHINE WOODS <br />MH 202 <br />STA: 2+98.0 OFF: 0.00 <br />IM: 896.60 <br />INV IN:888. 15" RCP <br />INV CUT:88 04 15" RCP <br />e7 <br />STREET AND STORM SEWER PLAN <br />AND PROFILE <br />1. CAST IRON TRUNCATED DOME PANELS SHALL BE USED <br />FOR ALL PEDESTRIAN RAMPS. PEDESTRIAN RAMPS <br />WITH TRUNCATED DOME SURFACES ARE REQUIRED FOR <br />CONCRETE SIDEWALKS AND BITUMINOUS TRAILS. <br />2 INSTALL DRAINTILE AT LOWPOINT CATCH BASIN <br />LOCATIONS PER CITY STANDARDS, <br />3. EACH PR0P0SED DRIVEWAY CONNECTION TO STREET <br />REQUIRES A 16 FT SECTION OF DEPRESSED CURB W1H <br />5 FT TRANSITIONS ON EITHER SIDE. THE DEPRESSED <br />CURB SECTION SHALL BE CENTERED ON DRIVEWAY <br />CENIERLJNE STATION PROVIDED FOR EACH LOT. <br />NOTES: <br />1) ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL <br />2 +00 <br />1(1 <br />0 25 50 <br />SCALE IN FEET <br />930 <br />920 <br />910 <br />100 <br />MH 203 <br />STA:1 +33.00 OFF: 0.00 <br />8 184:891.00 <br />INV IN:887.18 15" RCP <br />INV OUT 887.18 18" RCR900 <br />FES 204 <br />STA:1 +00.00 OFF:0.00 <br />NV IN:887.00 16" RCP <br />0 <br />1 +00 <br />7 <br />890 <br />880 <br />870 <br />860 <br />SHEET 7 of 14 <br />