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-`1 1 11 <br />7J �TE <br />&G <br />N <br />w w EWAL � IDWALK BLOCK <br />x n A <br />En <br />U, rn I 1 2 3 <br />zU MOUNTA LE&G <br />1 A <br />x A <br />STREET LIGHT <br />"Nu r 777-F7- k14 <br />f <br />OSSOM CIRCLE A <br />-7,0-t <br />IF- <br />N m <br />-i <br />WI LOW DRIVE <br />PUBLIC SIDEWALK <br />PROPO ED RIGHT OF WAY <br />b <br />0 <br />1 <br />0 15 30 60 <br />SCALE IN FEET <br />1070 <br />TRANSITION FRGM -B6tZ <br />B612 C&GJ TO SURMOUNTABLE C&G <br />STA: 7+91.88 <br />CB 105 WILLOW DRIVE --- <br />BLOSSOM CIRCLE <br />J/ / <br />o r <br />i <br />MPji`\N Tib <br />(TNvS <br />4PRIVAT <br />SIDEWALK <br />DRAINTILE <br />CLEANOUT F <br />CITY OF ORONO RESOLUTIC <br />DRAINTILI <br />moo\ <br />FF <br />OCS <br />1070 <br />5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 <br />0 15 30 60 <br />SCALE IN FEET <br />NOTES <br />1. ALL INTERSECTION CURB RETURNS SHALL BE B612 <br />CONNECTION TO KELLEY PARKWAY SHALL BE 8618 <br />2. TIE ALL STORM SEWER PIPE JOINTS BETWEEN <br />FLARED END SECTIONS AND STRUCTURES. <br />3. SEE SITE PLAN FOR SIGN AND UGHTING <br />LOCATIONS. <br />STRUCTURE AND CASTING SCHEDULE <br />MH N0. SIZE CASTING MH N0. N!, <br />IZE CASTING <br />102 48" DIA R-1642 106 21,X36" R-3067 <br />105 48" DIA R-3067 <br />NOTES: <br />1. ALL CASTINGS SHALL BE NEENAH <br />OR APPROVED EQUAL. <br />LEGEND: <br />> <br />PROPOSED STORM SEWER <br />HIGH PT STA: 5+49.8 <br />LOW <br />P STA: 6+5 <br />.99 HIGH <br />PT STA: 7+91.02 <br />PROPOSED WATERMAIN <br />HIGH PT STA: <br />10+78.86 <br />U <br />PROPOSED SANITARY MANHOLE <br />N <br />PROPOSED GATE VALVE <br />W <br />LU <br />HIGH PT ELEV: 1021.77 <br />LOW <br />PVI <br />P ELEV: 1021.30 <br />STA: 6+6&9 <br />HIG <br />PT ELEV: 1022.48 <br />prepared by m undera <br />HIGH PT EL <br />V: 1022.38 <br />EXISTING WATERMAIN <br />0 <br />EXISTING CATCH BASIN <br />® <br />EXISTING STORM MANHOLE <br />PVI STA: 5+50.001 <br />PVI <br />EL <br />EXISTING SANITARY MANHOLE <br />VI STA:7+80.50 <br />EXISTING SANITARY SEWER <br />PVI STA: <br />1+00.00 <br />43480 <br />Date License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />PVI ELEV:1021.83 <br />K: 28.55 <br />PRELIM PLAT <br />VI ELEV:1022.57 <br />PVI ELE <br />:1022.52 <br />1 060 <br />K: 48.60 <br />1(12 Son()LV <br />K:2898K:3 <br />.72 <br />PROJECT TEAM DATA <br />1060 <br />MPR <br />DRAWN: <br />TAS <br />PROJECT NO: 220-0101 <br />LVC: <br />75.00 <br />00 <br />001 <br />M <br />rn <br />M <br />o <br />N Ny <br />ONS <br />M <br />ONuO <br />of <br />if1 <br />if1 <br />I <br />+ <br />N N <br />N <br />N <br />+ <br />N <br />� <br />N <br />+ � <br />+ <br />° <br />+ <br />+ <br />N N <br />o + +o <br />+ O <br />± <br />O <br />1050 <br />> >> <br />MH 102 <br />1050 <br />>> <br />>> <br />m <br />w <br />Div <br />0> <br />STA: 11+74.76 <br />m <br />m <br />w Lam' <br />m <br />> m <br />w <br />w <br />OFF: 0.00 <br />1 <br />GO <br />BUILD: 5.57 <br />RIM :1 21.19 <br />1040 <br />1 <br />INV 1 :1015.62 (E) <br />1040 <br />CB 105 <br />B 106 <br />STA: 6+60.00 <br />TA:9+48.34 <br />OFF: 12.00R <br />o FF: -32.00E <br />rn <br />BUILD: 3.85U <br />LD: 4.00 <br />°'ro <br />1 <br />RIM: 1020.92 <br />� IM:1020.88 <br />6. <br />030 <br />INV <br />OUT:10T7.o <br />(W) <br />NV OUT: 101 <br />.88 (S) <br />+2 <br />1030 <br />1 <br />a <br />II <br />a> <br />II <br />1 <br />0.53%- <br />1.23% <br />0. <br />0% <br />- <br />.799a- <br />6 <br />1020 <br />_ <br />_ <br />- <br />-_--- <br />_0_50% <br />1020 <br />-- <br />----- <br />- STA <br />- 11+76.16 <br />E <br />EV = 102116 <br />1010 <br />1010 <br />1000 <br />I <br />1000 <br />Iru <br />UJ <br />2 <br />990 <br />IN <br />W <br />? <br />990 <br />Z <br />I� <br />1 <br />980 <br />980 <br />a <br />N OJ <br />ri) M <br />cN0 <br />N W <br />o O <br />o O <br />o 0 <br />0 0 <br />o O <br />o 0 <br />o D <br />o O <br />o O <br />do <br />o 0 o No <br />Cc <br />0 0 <br />OJ <br />o O <br />N OJ <br />o D <br />o <br />5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 <br />0 15 30 60 <br />SCALE IN FEET <br />NOTES <br />1. ALL INTERSECTION CURB RETURNS SHALL BE B612 <br />CONNECTION TO KELLEY PARKWAY SHALL BE 8618 <br />2. TIE ALL STORM SEWER PIPE JOINTS BETWEEN <br />FLARED END SECTIONS AND STRUCTURES. <br />3. SEE SITE PLAN FOR SIGN AND UGHTING <br />LOCATIONS. <br />STRUCTURE AND CASTING SCHEDULE <br />MH N0. SIZE CASTING MH N0. N!, <br />IZE CASTING <br />102 48" DIA R-1642 106 21,X36" R-3067 <br />105 48" DIA R-3067 <br />NOTES: <br />1. ALL CASTINGS SHALL BE NEENAH <br />OR APPROVED EQUAL. <br />LEGEND: <br />> <br />PROPOSED STORM SEWER <br />o. o. <br />PROPOSED DRAINTILE <br />Ill <br />PROPOSED SANITARY SEWER <br />V/ <br />O (nIr <br />PROPOSED WATERMAIN <br />PROPOSED CATCH BASIN <br />U <br />PROPOSED SANITARY MANHOLE <br />N <br />PROPOSED GATE VALVE <br />W <br />LU <br />PROPOSED HYDRANT <br />D° <br />EXISTING GATE VALVE <br />I hereby certify that this plan, <br />specification, o report w <br />prepared by m undera <br />EXISTING HYDRANT <br />direct sup-isionoand that I <br />EXISTING WATERMAIN <br />0 <br />EXISTING CATCH BASIN <br />® <br />EXISTING STORM MANHOLE <br />>> <br />EXISTING STORM SEWER <br />O <br />EXISTING SANITARY MANHOLE <br />> <br />EXISTING SANITARY SEWER <br />N NO. 7206 <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />David <br />Weekky <br />Hames <br />15 <br />SHEET 15 OF 23 <br />to <br />LL <br />Z <br />(�n/� ~ <br />Z <br />LU <br />U <br />O <br />0 <br />z <br />O <br />LU <br />w <br />LU <br />0 <br />O <br />(n <br />V/ <br />O (nIr <br />N <br />U Zcc <br />U <br />Z <br />Q <br />O <br />Z <br />O <br />(� <br />W <br />LU <br />x & <br />O o <br />O <br />U <br />� <br />N <br />I hereby certify that this plan, <br />specification, o report w <br />prepared by m undera <br />my <br />direct sup-isionoand that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />/ <br />11W <br />MARK RAUSCH, PE <br />6-3-2021 <br />43480 <br />Date License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL - <br />PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: <br />MPR <br />DRAWN: <br />TAS <br />PROJECT NO: 220-0101 <br />15 <br />SHEET 15 OF 23 <br />