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1040 <br />CITY OF ORONO RESOLUTI( <br />STA, <br />N <br />LEGEND: <br />STA: 4+49.83 <br />CBMH <br />103CB <br />CBMH 1104 <br />OFF: -107.58L <br />1030 BUILD: 3.64UILD:4.00 <br />tk <br />SMA EXISTING C&G <br />PROPOSED STORM SEWER <br />1030 <br />RI9:TOT9.82 <br />INV OUT:1 <br />STA:2 <br />oT o, <br />PROPOSED DRAINTILE <br />STA: 10+ 4 <br />.45 <br />C&G <br />T <br />i Yo <br />-� <br />PROPOSED SANITARY SEWER <br />am a duly Licensed <br />PED AMP <br />� 'L \ <br />♦ <br />TRANSITION FROM <br />61 <br />PROPOSED WATERMAIN <br />lI <br />102 OFF: -64. <br />ST <br />OFF: -LD: <br />�� <br />SURMOUNTABLE C <br />PROPOSED CATCH BASIN <br />IN <br />3.85 <br />1010 <br />43480 <br />'of 12"HOPE®0.44% <br />0 <br />PROPOSED SANITARY <br />STA: <br />11 +74.76 BUILD: <br />.00 <br />,8618 C&G <br />- F URMOUNT L &G / <br />PROPOSED GATE VALVE <br />KING STALLS <br />l <br />1 030 <br />MATCH EXISTI` <br />II <br />PROPOSED HYDRANT <br />OFF: <br />0.00 RIM: 102C.00 <br />0o <br />SCALE IN <br />. <br />8612 CD <br />Ml <br />1030 <br />FES 100 <br />'.. <br />O <br />ROAD � <br />CB <br />I6' <br />DRAWN: <br />TAS <br />EXISTING HYDRANT <br />J_ <br />Cm <br />ROAD WIDTH <br />WIDTH VA IES. � V <br />�+41.8 <br />SIDEW6 <br />IIALONG <br />STA: <br />EXISTING WATERMAIN <br />INV 0 <br />1021.191NV <br />UT:1016.00 <br />P kI I <br />G tYJ ro <br />E) <br />® <br />EXISTING STORM MANHOLE <br />-�" <br />L - o• 1 <br />STREET <br />T 00 <br />EXISTING STORM SEWER <br />E) <br />III <br />�I <br />_ <br />6612 C&G 0�TRANSITION FROM 1 <br />B612 TO i <br />�< <br />(TYP.) <br />INV IN:1 <br />m <br />II <br />I, <br />I. <br />TRANSITION <br />FROM B612 TO SURMOUNTABLE. <br />1020 <br />III <br />✓� 'A <br />E <br />1 <br />II <br />I <br />SURMOU^N1TA3o <br />BLE C& <br />n <br />�I <br />1020 <br />15 <br />Ln4' <br />ED2AMP <br />I <br />I�I <br />of 12"HOPE <br />®0.44% <br />RIVATEI _ 0 <br />SIDEWALK 1 <br />11 <br />-42 <br />�I <br />� <br />I <br />'C12110' <br />S DEWALK <br />+ <br />^^" LONG PARKING17 I <br />ON <br />1 <br />SAN, C <br />OSSING <br />I <br />STOP <br />1 <br />-'6612 C&G <br />I <br />_ II <br />j <br />18" HDPE ®0.25% <br />a STREET IGN _ 1+87 < < < < <br />1010 <br />B B <br />0 <br />110.6' <br />of 18" HERE <br />@ 0.25% <br />N 1' 1 <br />< <br />< < <br />< <br />I <br />CROSSING <br />8" W <br />_- <br />m <br />cn <br />MH 102 <br />72. <br />' of 18" HOPE <br />® 0.25% <br />CBMH 103 <br />- CBMH 104 <br />SSTRE <br />T LIGHT <br />Ikl <br />1 000 <br />Il <br />STRETYR.ET <br />LIGHT BLOCK <br />BL <br />K 7 <br />1 000 <br />4' PRI <br />BL <br />ATE <br />CK 6 <br />(TGHT <br />N N <br />fl <br />III <br />I� <br />N O <br />M <br />r7 r <br />US O <br />_ <br />() <br />N <br />O r <br />W <br />W <br />N W <br />m <br />m <br />SIDEW <br />LK <br />PE <br />RAMPS <br />O <br />III <br />4' PRIVATE <br />N <br />O O <br />P <br />N <br />O O <br />N <br />N <br />O O <br />n' <br />O O <br />N N <br />O O <br />N <br />O <br />3 4 <br />5 <br />1 <br />2 <br />3 <br />4 <br />1 <br />2 <br />3 <br />4 <br />EXISTING POND SIDEWALK <br />RMOUNT <br />BLE C& <br />IIS <br />RETAIANLL <br />=_ <br />TRANSITION <br />FROM 8612 TO <br />4' PRVATE <br />6.4 CY CL-3SURMOUNTABLE <br />C&G <br />SIDEW <br />LK <br />SU <br />OUNTAB <br />&G <br />RIP RAP <br />(SEE MNDOT <br />17 <br />S <br />'v <br />- <br />7 <br />DETAIL 31330) / <br />II <br />PUBLIC SIDEWALK <br />/ <br />DT <br />DT <br />DT <br />DT +off <br />-N�, <br />_ - FES 500 <br />OT <br />DT - - _�+00 <br />m <br />_ 5+00 <br />- <br />I �w IE I <br />I I <br />OCS 501 <br />--- --- -- <br />_ <br />-- <br />-- <br />�iJ <br />- a <br />- _- <br />--_- - -- --� _- <br />B612 C&G <br />FlLTRATION _ <br />ou ou BASIN <br />u �_-- G <br />fou Gou G <br />G /Qa; aA7�,--�'S7-'sFl��A�-G <br />( DRA(NTIL> <br />ou ou <br />ou ou <br />oJPROPOSED <br />ou <br />T <br />T <br />TYP. <br />G <br />CBMH 101 <br />RIGHT OF WAY <br />< <br />W/4' SUMP & <br />s <br />DRAINTILE <br />PRESERVER .. Q <br />CLEANOUT <br />6.4 CY CL -3 RIP RAP FES 100 <br />(TYp,) (SEE MNDOT DETAIL 3133D) <br />vv TZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) <br />-I - <br />(PUBLIC R.O.W.) <br />- <br />CENTRAL STORM RUN <br />CB 106 -CB 104 <br />1040 <br />CITY OF ORONO RESOLUTI( <br />CB 105 <br />1040 1040 1040 <br />STA, <br />N <br />LEGEND: <br />STA: 4+49.83 <br />CBMH <br />103CB <br />CBMH 1104 <br />OFF: -107.58L <br />1030 BUILD: 3.64UILD:4.00 <br />> <br />PROPOSED STORM SEWER <br />1030 <br />RI9:TOT9.82 <br />INV OUT:1 <br />STA:2 <br />oT o, <br />PROPOSED DRAINTILE <br />STA: 10+ 4 <br />.45 <br />STA: 4+49. <br />3 <br />-� <br />PROPOSED SANITARY SEWER <br />am a duly Licensed <br />INV OUT:1016.18 (W) <br />PROFESSIONAL ENGINEER under <br />-I <br />PROPOSED WATERMAIN <br />MH <br />102 OFF: -64. <br />4L <br />OFF: -LD: <br />0 <br />PROPOSED CATCH BASIN <br />IN <br />3.85 <br />1010 <br />43480 <br />'of 12"HOPE®0.44% <br />0 <br />PROPOSED SANITARY <br />STA: <br />11 +74.76 BUILD: <br />.00 <br />0 15 30 <br />60 N <br />PROPOSED GATE VALVE <br />O,1cCl <br />l <br />1 030 <br />RIM:1 <br />PROPOSED HYDRANT <br />OFF: <br />0.00 RIM: 102C.00 <br />0o <br />SCALE IN <br />FEET <br />EXISTING GATE VALVE <br />Ml <br />1030 <br />FES 100 <br />O <br />O <br />C-6- <br />MPR <br />DRAWN: <br />TAS <br />EXISTING HYDRANT <br />J_ <br />Cm <br />STA: <br />EXISTING WATERMAIN <br />INV 0 <br />T:1015.09 ('V) <br />RIM <br />1021.191NV <br />UT:1016.00 <br />EXISTING CATCH BASIN <br />B312 C&G <br />E) <br />® <br />EXISTING STORM MANHOLE <br />+'l TE <br />FF:+ <br />SUMP: <br />4' <br />» <br />EXISTING STORM SEWER <br />E) <br />INV <br />UT:1016.18 (N) <br />® <br />EXISTING SANITARY MANHOLE <br />INV IN:1 <br />15.0000 ( (E) E) <br />> <br />EXISTING SANITARY SEWER <br />CB 105 <br />1040 1040 1040 <br />CBMH 104 <br />STA, <br />SUMP <br />CBMH 101 <br />STA: 4+49.83 <br />CBMH <br />103CB <br />CBMH 1104 <br />OFF: -107.58L <br />1030 BUILD: 3.64UILD:4.00 <br />STA:6+60.00 <br />105 <br />1030 <br />RI9:TOT9.82 <br />INV OUT:1 <br />STA:2 <br />18.04 <br />INV IN:1016.48 (N) <br />STA: 10+ 4 <br />.45 <br />STA: 4+49. <br />3 <br />OF <br />F:12.00R <br />am a duly Licensed <br />INV OUT:1016.18 (W) <br />PROFESSIONAL ENGINEER under <br />OFF: 12. <br />OOR <br />MH <br />102 OFF: -64. <br />4L <br />OFF: -LD: <br />L <br />BUILD: <br />3.85 <br />1010 <br />43480 <br />'of 12"HOPE®0.44% <br />BUILD: <br />8.76 <br />STA: <br />11 +74.76 BUILD: <br />.00 <br />3. <br />BUILD: 3. <br />4 <br />RIM: <br />1020.92 <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />1 030 <br />RIM:1 <br />19.85 <br />OFF: <br />0.00 RIM: 102C.00 <br />0o <br />RIM: 1019.82Q7 <br />-1 <br />Ml <br />1030 <br />FES 100 <br />O <br />O <br />DESIGNED: <br />MPR <br />DRAWN: <br />TAS <br />IIN:11016.51 <br />STA: <br />9 <br />INV 0 <br />T:1015.09 ('V) <br />RIM <br />1021.191NV <br />UT:1016.00 <br />(W) INV <br />E) <br />+'l TE <br />FF:+ <br />SUMP: <br />4' <br />INV <br />IN:1015.62 <br />E) <br />INV <br />UT:1016.18 (N) <br />INV IN:1 <br />15.0000 ( (E) E) <br />INV <br />OUT -1015.62 <br />(S) <br />1020 <br />1020 <br />of 12"HOPE <br />®0.44% <br />'C12110' <br />SAN, C <br />OSSING <br />1 010 <br />151.0' of <br />18" HDPE ®0.25% <br />1010 <br />25.3' of 21" RCP Q 0.36 <br />0 <br />110.6' <br />of 18" HERE <br />@ 0.25% <br />8" <br />- <br />WATERMAIN <br />CROSSING <br />8" W <br />TERMAIN <br />72. <br />' of 18" HOPE <br />® 0.25% <br />ROSSING <br />1 000 <br />SA <br />CROSSING <br />1 000 <br />O� <br />m <br />r7 r <br />N N <br />fl <br />r <br />N O <br />M <br />r7 r <br />US O <br />cp <br />N <br />O r <br />W <br />W <br />N W <br />m <br />m <br />O T <br />O <br />O <br />D O <br />N <br />O O <br />N <br />O O <br />N <br />O O <br />N <br />O O <br />O O <br />N <br />O O <br />n' <br />O O <br />N N <br />O O <br />N <br />O <br />CBMH 104 <br />STA, <br />CB 106 <br />9+48.34 <br />OCS 501 <br />STA: 4+49.83 <br />OF <br />:-32.00L <br />TA: 1+98.45 <br />OFF: -107.58L <br />1030 BUILD: 3.64UILD:4.00 <br />t <br />U <br />1030 <br />RI9:TOT9.82 <br />INV OUT:1 <br />16.88 (S) <br />x & <br />O o <br />INV IN:1016.48 (N) <br />BUILD: 7.90 <br />I hereby certify that this plan, <br />specification, or report was <br />INV IN: 1016.51 (E) <br />my <br />RI M: 1017.05 <br />am a duly Licensed <br />INV OUT:1016.18 (W) <br />PROFESSIONAL ENGINEER under <br />INV OUT:1 <br />09.15 (NW) <br />1020 <br />MINNESOTA <br />1020 <br />9.0 <br />FES so <br />1010 <br />43480 <br />'of 12"HOPE®0.44% <br />1010 <br />OFF: 12 <br />I.70R <br />38.0' of 1E" <br />1010 <br />9% <br />INV IN: <br />0.o <br />1000 <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />0 <br />N <br />M <br />� <br />O <br />0o <br />Oo <br />NOTES: <br />1. ALL INTERSECTION CURB RETURNS SHALL BE 8612. <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. I SIZE CASTING MH N0. 1 SIZE I CASTING <br />10148' DIA R-3067 105 48' DIA R-3067 <br />102 48' DIA R-1642 106 48' DIA R-3067 <br />103 48' DIA R-4342 JOCS 50148' DIA GRATE <br />104 48" DIA R-4342 <br />NOTES: <br />1. ALL CASTINGS SHALL BE NEENAH <br />OR APPROVED EQUAL. <br />04o OCS 501 -FES 500 1040 <br />1030 <br />1030 <br />IZ <br />OCS 501 <br />Z <br />W <br />U <br />O <br />0 <br />Z <br />cc <br />LU <br />LU <br />0 <br />O <br />to <br />O (nIr <br />TA: 1+98.45 <br />t <br />U <br />Z <br />Q <br />FF: 101.50R <br />W <br />LU <br />x & <br />O o <br />1020 <br />BUILD: 7.90 <br />I hereby certify that this plan, <br />specification, or report was <br />1020 <br />my <br />RI M: 1017.05 <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />INV OUT:1 <br />09.15 (NW) <br />'L'� <br />MINNESOTA <br />1010 <br />MARK RAUS/ <br />FES so <br />1010 <br />43480 <br />Date License No. <br />QUALITY ASSURANCE/CONTROL <br />OFF: 12 <br />I.70R <br />38.0' of 1E" <br />RCP O 0. <br />9% <br />INV IN: <br />009.00 (SE) <br />1000 <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />1000 <br />M <br />� <br />O <br />O <br />O <br />DESIGNED: <br />MPR <br />7206 <br />ALLIANT <br />733 Marquette Avenue <br />Suite 700 <br />Minneapolis, MN 55402 <br />612.758.3080 <br />www.alliant-ine.com <br />Weeaek eY <br />Hames <br />16 <br />SHEET 16 OF 23 <br />Cn <br />IZ <br />Z <br />(O <br />Z <br />W <br />U <br />O <br />0 <br />Z <br />cc <br />LU <br />LU <br />0 <br />O <br />to <br />O (nIr <br />V <br />U ZCC <br />U <br />Z <br />Q <br />O <br />z o <br />W <br />LU <br />x & <br />O o <br />O <br />U <br />H <br />N <br />I hereby certify that this plan, <br />specification, or report was <br />prepared by me r under <br />or <br />my <br />direct supervisiont I <br />that <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />CHVPE <br />MARK RAUS/ <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 />16 <br />SHEET 16 OF 23 <br />