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910 <br />CBM 107 I <br />STA:1+31.30 0F8(0.00 <br />RIM: 93.02 <br />NV N:889.14 18" RCP <br />INV N :889.14 15 RCP <br />INV UT :889.14 4" RCP <br />CBMH 106 <br />STA :1 +6 64 OFF: 0.0 <br />CB 105 <br />STA:2+70.14 <br />PoM:8�3 <br />0202 <br />0.00 <br />.0• <br />CP <br />CP <br />910 <br />I <br />OFF: p.00 <br />50 <br />IM:893.02 INV O1,1T :889.68 1 RCP <br />900 <br />INV IN :889,36 12" RCP <br />FES 301 <br />900 <br />105 INV CUT 889.36 RCP <br />STA: 0 +49.91 OFF: 0.00 <br />T FES <br />STA:0 +09,73 <br />RIM:891.09 <br />INV OUT: 885.60 <br />INV OUT:885.60 <br />STA :1+00.00 OFF: 0,00 1-- <br />INV IN:889.00 24' RCP <br />27" DIA <br />Z L99 <br />OZ'L9$ <br />890 <br />rb <br />EX 72" <br />890 <br />Ii`. <br />105.5 of 12" RCP 0.30% <br />33.3' of 15" RCP 0 0 66% <br />880 <br />i <br />31.3' of 24" RCP <br />1 O 0.45% <br />16.8' or <br />12" RCP CL -5 0 -1.01 <br />880 <br />I <br />1.51% <br />870 <br />870 <br />860 <br />860 <br />860 <br />L'£69 <br />O <br />£'L69 <br />49'969 <br />rs <br />0 m <br />m m <br />m <br />]'969 <br />6'469 <br />a <br />m <br />910 <br />900 <br />l <br />0 CS <br />+16.84 OF <br />RIM: 89 <br />889.00 12" <br />687.00 12" <br />0202 <br />0.00 <br />.0• <br />CP <br />CP <br />t <br />910 <br />900 <br />sTA <br />INV OUT <br />INV IN <br />.00 <br />RCP <br />900 <br />890 <br />sao <br />870 <br />860 <br />FES 301 <br />16.2' <br />OCS <br />o' 24" RCP <br />NO <br />STA: 0 +49.91 OFF: 0.00 <br />108 <br />STA:0 +09,73 <br />RIM:891.09 <br />INV OUT: 885.60 <br />INV OUT:885.60 <br />INV IN:886_50 12' RCP <br />890 <br />27" DIA <br />Z L99 <br />OZ'L9$ <br />890 <br />3067 V <br />EX 72" <br />RCP <br />Ii`. <br />880 <br />880 <br />16.8' or <br />12" RCP CL -5 0 -1.01 <br />a <br />33.1' of 12" RCP CL -5 <br />1.51% <br />870 <br />870 <br />860 <br />860 <br />L'£69 <br />OL'£69 <br />910 <br />900 <br />890 <br />l <br />910 <br />STA: D +OD <br />INV IN :885.56 <br />.7' of 24" <br />00 OFF: 0 OS' <br />24" RCP <br />i <br />IN 885.88 <br />INV <br />EX CB H <br />STA :0+ OFF: <br />N• V: IN-8 <br />24' <br />i <br />S <br />.00 <br />RCP <br />900 <br />890 <br />sao <br />870 <br />860 <br />CP b 0.41°.4 <br />16.2' <br />OCS <br />o' 24" RCP <br />NO <br />-0.49% <br />880 <br />870 <br />860 <br />108 <br />STA:0 +09,73 <br />RIM:891.09 <br />INV OUT: 885.60 <br />INV OUT:885.60 <br />OFF :0,00 <br />24" R <br />24" R <br />401 <br />27" DIA <br />Z L99 <br />OZ'L9$ <br />48" CIA <br />3067 V <br />STRUCTURE AND CASTING SCHEDULE <br />MH NO <br />SIZE <br />CASTING <br />MH NO. <br />SIZE <br />CASTING <br />105 <br />48" CIA <br />4342 <br />302 <br />48" DIA <br />GRATE <br />108 <br />24'x38 <br />3067 -V <br />401 <br />27" DIA <br />4342 <br />107 <br />48" CIA <br />3067 V <br />501 <br />60" DIA <br />1642 -6 <br />E <br />o. <br />0 <br />.o <br />C <br />0 <br />0 <br />IL <br />0 <br />LJ.J <br />MERRILL T. <br />I I70'90 of <br />L.LJ <br />'T <br />_1- <br />L1- <br />I I I <br />LLJ <br />t <br />4't'00 y NW ai <br />ERO01i SIRE T <br />MH 106 <br />13 <br />BLOCK 2 <br />OCS 501 <br />I <br />W NOT FUURO <br />IE.Bee.s(j <br />-7.Y 1 <br />0 +00 <br />v <br />v <br />MBS.BS 1. <br />r <br />1 +00 <br />ALLIANT <br />ENGINEERING, INC. <br />239 PARK AVE, SOUTH, SUITE 300 <br />MINNEAPOLIS, MN 65415 <br />PHONE (612) 758-3080 <br />FAX (612) 758 -3099 <br />910 <br />900 <br />890 <br />880 <br />870 <br />860 <br />0 <br />m <br />B 401 <br />STA:0 +00.00 OFF: 0.00 <br />RIM: 889.06 <br />NV OUT:88556 12 RCP <br />r te\ <br />g- <br />m <br />0 <br />880 <br />5.2' of 8 SDR -35 PVC 0 2.39% <br />0 <br />m <br />910 <br />900 <br />890 <br />870 <br />860 <br />APPROX. EOM OF WATER. <br />I <br />WATER ELEV." <br />EE3.5 (NGVD29) <br />12/2E/2010 <br />IPE END <br />402 <br />CLARK WICELUND, PE <br />r <br />1 HEREBY CERTIFY THAT TIES PLAN, <br />SPECIFICATION. OR REPORT WAS <br />PREPARED BY M6 OR UNDER MY <br />PL CP SUPERVISIONANDTBAT <br />AMA DULY LICENSED <br />PROFESSIONAL ENGINEER TINDER <br />THE LAWS OF THE SIATE OF <br />MINNESOTA <br />DATE LICENSE NO. <br />CORE DRILL <br />DOMING 72" RCP I <br />AND PROPOSED DP PO1 D <br />OUTLET PIPEL <br />PM <br />EaB9£ S <br />BL <br />-1 +00 <br />QA/QC REVIEW <br />BY <br />DATE <br />0 +00 <br />PROJECT TEAM <br />DESIGNED: MPR <br />DRAWN: ELT. <br />PROIECTNO: 100014 <br />DATE ISSUE <br />24.11 <br />1 1 <br />11 <br />1 I I <br />I <br />1 +00 <br />DATE ISSUE <br />CITY SUBMITTAL <br />L <br />r <br />1 +00 <br />Wetland A <br />22,709 malt. 0.52 Ra <br />WATER ELEV.- <br />R95.4 (909229) <br />12/29/2010 <br />2 +00 <br />3 +00 <br />PRELIMINARY AND FINAL PLAT <br />SUBMITTAL <br />RIM 097.6 <br />1. INSTALL DRAINIILE AT LOWPOINT CATCH BASIN <br />LOCA11ONS PER CITY STANDARDS, <br />2. X <br />NOTES: <br />1) ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL <br />-1 +00 <br />0 +00 <br />JOSEPHINE WOODS <br />1 +00 <br />STREET AND STORM SEWER PLAN <br />AND PROFILE <br />SCALE <br />0 25 50 <br />IN <br />9 <br />100 <br />FEET <br />SHEET 9 of 14 <br />