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STRUCTURE AND CASTING SCHEDULE <br />MH NO. <br />SIZE <br />CASTING <br />MH N0. <br />SIZE <br />CASTING <br />103A/B <br />60' <br />3295 -2 -V <br />107 <br />48 01A <br />3067 -V <br />1 04A/B <br />60" <br />3295 -2 -V <br />pi is i I <br />N <br />�o <br />y+jm <br />ON <br />Di 135 <br />0m <br />101 <br />48" DIA <br />3067 -V <br />N <br />g�I <br />104A.. <br />IN:889.55 <br />DUT:889 <br />NO <br />mm <br />+m <br />102 <br />48" DIA <br />3067 -V <br />EVCE: 902.47 <br />4.80% <br />HIGH PT $TA: 14+50.49 <br />HIGH PT ELEV: 908.48 <br />PVI STA:1 +61.51 <br />PVI ELEV: 909.88 <br />.7 .60 <br />L 0: 95.00 <br />LOW PT1 STA: 17+24,00 DIM PT STA: 117 +98.40 H <br />LOW PT ELEV: 893.87 GOW PT ELEV 893.49 <br />PVI STA:16 +66.0i� PVI STA:184-40.24 <br />PVI ELEV: 89413 1 PVI ELEV :193.26 <br />'{K:15.00 1 <br />GH PT STA: 20 +14.50 <br />HIGH PT ELEV: 902.47 <br />PVl STA:19 +92.00 <br />PVI ELEV:901.80 <br />K:1748 <br />LVCt 45 00 I <br />920 <br />910 <br />900 <br />$$Q <br />$70 <br />860 <br />LVC:168.00 <br />I LVC:1 DO,QD <br />STA 14+14 I ELEV B191:11.EST07.60. <br />ELEV 907.60 �l <br />I <br />I Ui 1J_ <br />pi is i I <br />N <br />�o <br />y+jm <br />ON <br />Di 135 <br />0m <br />EVCS: 7+20.0 <br />XI <br />rn <br />m <br />i CBMH <br />w ST,417+392f° <br />�RIM:893.27m <br />1 INN <br />IN <br />N <br />g�I <br />104A.. <br />IN:889.55 <br />DUT:889 <br />NO <br />mm <br />+m <br />II <br />b 0 <br />+0 <br />t <br />U m <br />m <br />EVCE: 902.47 <br />..ELEV.. =......906148' <br />I I <br />c?, <br />w m <br />1.14V <br />STA:16 +86 <br />INV IN <br />)O INV OUT, <br />y <br />Z +06.37 <br />INV IN 809.84 <br />OUT 889.64 <br />CBA7H <br />37 OFF. iI6.67L <br />RIM:893.93 <br />869.74 1 <br />889.74 1 <br />ICBMH 103A <br />OFF: -37.20 <br />I RIM :693.7, <br />12" RC <br />18" Rq <br />102 <br />RCP 1 <br />RCP I <br />I N <br />FF:- 36.28Li <br />1 <br />18" RCP <br />55 18` RCP <br />1ICHMFI...1OT....1 <br />w <br />-0 .50% <br />STA:17 +98.29 OFF: -1f.6 <br />TRIM :693.02 I <br />INV 114:889.1,* 18" RCP <br />!INV 114:889.14 15" RCP <br />NV Ot1i:883L424 R4P <br />1 <br />L <br />r� <br />5®5.35% <br />I <br />I <br />I <br />.t <br />sa <br />N om <br />I <br />I l.r <br />2.7'of12 "R P..L- <br />O tUT'5f <br />I <br />SHIES N� G <br />�C111 NETO OFFSET 17.88 <br />AND RAISE RE FROM 89211 TO <br />EX 7" RCP <br />33.4` of�18" RCP CL <br />CBMIi <br />5 0 0.2. <br />102 i <br />CB 101 <br />03 TA :16 +86.37 <br />IA: 893.93 <br />of 18" RCP]] CL -5 0 0.7 <br />1 <br />:16.678 I <br />I <br />133.3' OF 12RCP CL -5 <br />WA <br />SAN <br />0 0.36% <br />CROSS <br />CROSS <br />-J''� <br />J <br />t69 A313 <br />+LL V1S <br />L0UI989.8 <br />1 <br />9 <br />9'L06 <br />"SO6 <br />94'906 <br />03 W <br />o m° m <br />rn rn <br />£'499 <br />ZZ'669 <br />1`499 <br />9•169 <br />99'906 <br />L'S99 <br />59 "969 <br />L'L99 <br />0l'v69 <br />9 <br />ZL'£69 <br />W1.60 <br />64'£69 <br />W169 <br />1£'469 <br />4'699 <br />29'969 <br />L'£69 <br />44'669 <br />£'406 <br />96'106 <br />0 0 <br />vi <br />0 0 <br />w <br />01- <br />n <br />0 0 <br />m o' <br />f <br />E <br />CT <br />0 <br />a <br />0 <br />0 <br />m <br />MA TCH <br />STA. <br />A <br />0.00' <br />Lr181. <br />6• <br />CURVE DAT <br />R• <br />L- <br />1.49700 <br />SEE COUNTY <br />ROAD C2 <br />MODFICATION <br />PLAN <br />CUL -D <br />CONN <br />15 +00 1 6+ <br />CBMH 1 <br />EXISTING <br />72" RCP <br />PROPOSED <br />POND <br />0 <br />0 <br />m <br />0 <br />0 <br />E <br />rn <br />8" GP <br />14 +00 <br />AN <br />RAMP- -I <br />NAMED SIRO <br />15 +00 <br />DATA: <br />30D.00"' <br />7'46'0 <br />16 +00 <br />ALLIANT <br />ENGINEERING, INC. <br />233 PARK AVE. SOUTH, SUITE 800 <br />MINNEAPOLIS, MN 55415 <br />PHONE (612) 758 -3080 <br />FAX (617) 758 -3099 <br />-I <br />17 +00 <br />1 <br />RM <br />1. <br />8 CONFLICT AND <br />RAISE RE SEE <br />PROFILE <br />'HEREBY CERTIFY THAT THIS FLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT 1 <br />AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER <br />THE LAWS OF THE STATE OF <br />MINNESOTA <br />CLARK WICKLUND, PE <br />DATE LICENSE <br />18 +00 <br />n <br />PROJECT TEAM <br />DESIGNED. MPR <br />DRAWN: ELL <br />PROJECT NO: 100034 <br />QAJQC REVIEW <br />HY <br />DATE <br />A <br />19 +00 <br />DATE ISSUE <br />CITY SUBMITTAL <br />24-11 <br />20+00 <br />DATE ISSUE <br />21 +00 <br />ESTRIAN <br />RAMP <br />22 +00 <br />PRELIMINARY AND FINAL PLAT <br />SUBMITTAL <br />MEM <br />1. CAST IRON TRUNCATED DOME PANELS SHALL BE USED <br />FOR ALL PEDESTRIAN RAMPS. PEDESTRIAN RAMPS <br />'A1TH 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 />1 EACH PROPOSED DRIVEWAY CONNECTION TO STREET <br />REQUIRES A 16 FT SECTION OF DEPRESSED CURB WITH <br />5 FT TRANSITIONS ON EITHER SIDE. THE DEPRESSED <br />CURB SECTION SHALL BE CENTERED 014 DRIVEWAY <br />CENTERLINE STATION PROVIDED FOR EACH LOT. <br />NOTES: <br />1) ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL <br />JOSEPHINE WOODS <br />STREET AND STORM SEWER PLAN <br />AND PROFILE <br />0 25 50 <br />SCALE <br />z <br />IN <br />8 <br />100 <br />FEET <br />SHEET 8 of 14 <br />