Laserfiche WebLink
Z STA: 11+20.31 <br />PT STA:0+15.00 <br />SIZE <br />4' PRIVATE SIDEWALK <br />------ <br />---------- <br />101 <br />1 <br />HIGH PT S 5+49. 8 <br />� <br />I'OP <br />SIDEW <br />AV PED RAMP ry <br />2�� <br />A <br />Oj <br />W <br />� o a.�o <br />MH 102 <br />EXISTING GATE VALVE <br />ROAD WIDTH VARIES <br />l <br />prepared by m under <br />BIB <br />_ <br />EXISTING WATERMAIN <br />0 <br />EXISTING CATCH BASIN <br />2 T <br />e <br />STREET LIGHT (TYP.) <br />STA ;0+46.1 TO 1+41.8 \ <br />V� \ <br />TRANSITION FROM B612 <br />iu SURMOUNTABLE C&G <br />g g <br />25.93 <br />c -I <br />STOP AND < <br />STREET SIGN <� <br />\ <br />\\ <br />STREET <br />LIGHT <br />(iH�s <br />BY DATE <br />STA: 0+40.46" <br />SNffT) <br />PED RAMP <br />1-20-2021 CITY SUBMITTAL - <br />PI <br />4-21-2021 CITY SUBMITTAL <br />I I <br />CONNECT TO <br />EXISTING <br />96 <br />(TYP.) <br />B618 C&G <br />\ <br />LOSSO IRCLE <br />REMOVE AND <br />o'er' <br />STOP AND <br />RELOCATE, <br />�rn <br />;a1 <br />STREET SIGN - <br />BLVD TREE <br />CY CL -3 <br />C <br />2 3 4 <br />STA: 1+95.84 <br />MPR <br />1 <br />2 <br />SURMOUNTABLE <br />N <br />STA: 0+15.45. <br />8612 C&G <br />DV x <br />C&G <br />TRANSITION <br />I <br />SAWCUT� <br />\�-� \ <br />BLE C& <br />G <br />STA: 0+78.19 <br />FROM 8612 TO <br />SURMOUNTABLE <br />CLEANOUT <br />PAVEMENT <br />REMOVE C&G `�� <br />I0 <br />o <br />C� G <br />_4' <br />ELEV: 1020.1 <br />V _ <br />+o <br />S <br />b £ <br />� I I <br />PR <br />VATE <br />/2 H <br />U <br />Jiw <br />1p II <br />RIP RAP-3 WEST (COUNTY HIGHWAY NO. 112) <br />_ FILTRATION <br />BASIN <br />PED RAMP <br />\ �i- <br />DRAINTILE (TYP.) <br />_ <br />_(PUBLIC -8. .W. <br />w <br />1050 <br />B618 C&G <br />CONNECT TO <br />m <br />Dole <br />-EXISTING C&G <br />> <br />> <br />OW PT STA: <br />1+30.00 <br />0 <br />o <br />J <br />0 � <br />m <br />---------------�_ <br />1iJ <br />4' PRIVATE OCs 501 <br />SIDEWALK <br />BLOSSOM CIRCLE <br />1070 <br />1070 <br />HIGH <br />PT STA:0+15.00 <br />SIZE <br />" ,., <br />------ <br />---------- <br />101 <br />1 <br />HIGH PT S 5+49. 8 <br />� <br />I'OP <br />SIDEW <br />LK <br />2�� <br />GRATE <br />W <br />LU <br />W <br />� o a.�o <br />O <br />U <br />EXISTING GATE VALVE <br />HIGH V: 1021.77 <br />specification, or report was <br />prepared by m under <br />BIB <br />_ <br />EXISTING WATERMAIN <br />0 <br />EXISTING CATCH BASIN <br />BLOCK <br />EXISTING STORM MANHOLE <br />A: <br />PVI STA: 5+50.001 <br />EXISTING STORM SEWER <br />I <br />PVI ELEV:1 <br />25.93 <br />EXISTING SANITARY SEWER <br />RETAINING WALL <br />STREET <br />LIGHT <br />PVI ELEV: 1021.83 <br />BY DATE <br />1060 <br />K:10.0 <br />Lvc: so.00 <br />1-20-2021 CITY SUBMITTAL - <br />PI <br />4-21-2021 CITY SUBMITTAL <br />I I <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />96 <br />(TYP.) <br />► 3+Oc� <br />o <br />TLOT <br />o'er' <br />STA: 2+30.40 <br />LOW <br />LOW P <br />;a1 <br />0 <br />0 <br />9 <br />CY CL -3 <br />C <br />2 3 4 <br />5 <br />MPR <br />1 <br />2 <br />PROJECT NO: 220-0101 <br />N <br />m <br />N <br />DV x <br />CBMH 101 <br />m <br />I <br />SURMOUNT <br />BLE C& <br />G <br />j <br />CLEANOUT <br />-- - _ SUMP &J <br />- <br />o <br />PRESERVER <br />_4' <br />ELEV: 1020.1 <br />+o <br />FES 100 <br />+0 <br />� I I <br />PR <br />VATE <br />1070 <br />HIGH <br />PT STA:0+15.00 <br />SIZE <br />1 CASTING MH N0. <br />SIZE <br />CASTING <br />101 <br />TRANSITION FROM 8612 TO <br />SURMOUNTABLE C&G <br />HIGH PT S 5+49. 8 <br />48" DIA <br />SIDEW <br />LK <br />CBMH 101 W/4' <br />SUMP & PRESERVER <br />GRATE <br />W <br />LU <br />PROPOSED HYDRANT <br />O <br />U <br />EXISTING GATE VALVE <br />HIGH V: 1021.77 <br />specification, or report was <br />prepared by m under <br />- <br />_ <br />EXISTING WATERMAIN <br />0 <br />EXISTING CATCH BASIN <br />® <br />EXISTING STORM MANHOLE <br />A: <br />PVI STA: 5+50.001 <br />EXISTING STORM SEWER <br />O <br />PVI ELEV:1 <br />25.93 <br />EXISTING SANITARY SEWER <br />RETAINING WALL <br />43480 <br />Date unease No. <br />PVI ELEV: 1021.83 <br />BY DATE <br />1060 <br />K:10.0 <br />Lvc: so.00 <br />1-20-2021 CITY SUBMITTAL - <br />PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />I I <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />K: 48.60 <br />Ce 50.190 <br />1060 <br />► 3+Oc� <br />o <br />BLOSS MJ <br />o'er' <br />FES 100 <br />LOW <br />LOW P <br />0 <br />0 <br />9 <br />CY CL -3 <br />C <br />1 <br />_ <br />MPR <br />FT STA: 2+1191 <br />ELEV: 102 <br />RIP RAP <br />PROJECT NO: 220-0101 <br />N <br />m <br />N <br />DV x <br />CBMH 101 <br />PVI <br />I <br />RAINTILE <br />W/4' <br />G <br />j <br />CLEANOUT <br />-- - _ SUMP &J <br />- <br />o <br />PRESERVER <br />PVI <br />ELEV: 1020.1 <br />+o <br />FES 100 <br />+0 <br />� I I <br />1 OJO <br />/2 H <br />U <br />Jiw <br />1p II <br />RIP RAP-3 WEST (COUNTY HIGHWAY NO. 112) <br />_ FILTRATION <br />BASIN <br />- - �"- <br />DRAINTILE (TYP.) <br />_ <br />_(PUBLIC -8. .W. <br />1070 <br />HIGH <br />PT STA:0+15.00 <br />SIZE <br />1 CASTING MH N0. <br />SIZE <br />CASTING <br />101 <br />48" DIA <br />HIGH PT S 5+49. 8 <br />48" DIA <br />H <br />GH PT ELEV: <br />1026.68 <br />GRATE <br />W <br />LU <br />PROPOSED HYDRANT <br />O <br />U <br />EXISTING GATE VALVE <br />HIGH V: 1021.77 <br />specification, or report was <br />prepared by m under <br />PVI STA:O <br />40.00 <br />EXISTING WATERMAIN <br />0 <br />EXISTING CATCH BASIN <br />® <br />EXISTING STORM MANHOLE <br />A: <br />PVI STA: 5+50.001 <br />EXISTING STORM SEWER <br />O <br />PVI ELEV:1 <br />25.93 <br />EXISTING SANITARY SEWER <br />6-3-2021 <br />43480 <br />Date unease No. <br />PVI ELEV: 1021.83 <br />BY DATE <br />1060 <br />K:10.0 <br />Lvc: so.00 <br />1-20-2021 CITY SUBMITTAL - <br />PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />K: 48.60 <br />Ce 50.190 <br />1060 <br />o <br />o'er' <br />LOW <br />LOW P <br />0 <br />0 <br />0^ <br />0 <br />o <br />1 <br />DESIGNED: <br />MPR <br />FT STA: 2+1191 <br />ELEV: 102 <br />TAS <br />PROJECT NO: 220-0101 <br />N <br />m <br />N <br />PVI <br />.23 <br />STA: 2+19.0 <br />o <br />o <br />PVI <br />ELEV: 1020.1 <br />+o <br />+0 <br />1 <br />1 OJO <br />U <br />U <br />Jiw <br />U <br />K: 49.82 <br />&i <br />N� <br />1n <br />w <br />1050 <br />DD <br />m <br />ww <br />> <br />> <br />OW PT STA: <br />1+30.00 <br />0 <br />o <br />m <br />DO <br />1iJ <br />w 1 <br />OW PT E-EVI <br />1020.61 <br />vC <br />PVI ST <br />:1 <br />05.00 <br />+ <br />+ <br />1040 <br />PVI EL <br />V:1 <br />20.73 <br />N <br />N <br />1 <br />040 <br />o� <br />LVC <br />50 <br />00 <br />m <br />w <br />ll <br />o <br />o <br />SUMP 101 <br />II <br />w <br />n <br />ro <br />CBMH <br />co <br />o o <br />STA: 2+18.04 <br />1 <br />10.30 <br />�w <br />N <br />o+0 <br />+�BUILD: <br />OFF: 12.00R <br />8.76 <br />1030 <br />9.85 <br />PROP <br />SED GROUN <br />> > <br />> <br />w <br />INV IN:1015.34 (N) <br />1 <br />\_ <br />DO OD <br />INV OUL1015.09 (W) <br />EXISTING <br />GROUND <br />SUMP: 4' <br />1 <br />1 O2O <br />0.50% <br />0.50% <br />_ <br />0.53%1 020 <br />1010 <br />-_----- <br />010 <br />1000 <br />1 <br />1000 <br />W <br />1 <br />LU <br />LU <br />990 <br />�m <br />W <br />990 <br />-o <br />U <br />o <br />ro O <br />N <br />W <br />Z <br />J <br />0+ <br />0 <br />± �� <br />12 <br />980 <br />0 <br />01 <br />m <br />a J <br />980 <br />n nw <br />1 ¢ <br />N <br />O <br />^ N <br />Q O <br />i1J of <br />O O <br />r <br />Q O <br />O r <br />O O <br />n <br />O O <br />0 n <br />p O <br />Q r <br />Q O <br />0 on <br />p O <br />aJ <br />Q O <br />aJ <br />p O <br />O, <br />Q O <br />N <br />p 1 0 <br />Q <br />0+00 1+00 2+00 3+00 4+00 5+00 6+00 <br />CITY OF ORONO RESOLUTIC <br />CK 7 BLO K ETRE T LIGHT i'j <br />O <br />4' ATE - - III <br />SIDPRI <br />EW LK PE RAMPS <br />3 4 1 2 3 4 ire II <br />0 <br />MATCH LINE 0+ x,11 w <br />SUR OUNTAB &G (SEE SHEET I 0., -41 o <br />3 <br />7' PU I SIDE Kr <br />I 3 <br />IOL ► ► ► � <br />I I I <br />iJ <br />8612 C&G TR <br />G G i cant. Y7A7S7 Hl��M- G T <br />0' -0U -0U -0U ou ou T <br />< «- <br />� c u <br />0 15 30 60 <br />SCALE IN FEET <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 LIGHTING <br />LOCATIONS. <br />4. CONNECTION TO KELLEY PARKWAY MUST BE <br />CORRDINATED NTH THE CITY PRIOR TO ANY WORK. <br />EXTENTS OF REMOVALS SHALL BE MARKED BY THE <br />CIN PRIOR TO DEMOLITION. BITUMINOUS PAVEMENT <br />SHALL BE SAWCUT AND CONCRETE REMOVED TO <br />NEAREST JOINT FOR CLEAN MATCH LINES. <br />9. THE CONDITION OF KELLEY PARKWAY AND <br />ADJACENT SIDEWALK MUST BE REVIEWED BY THE <br />CIN AND CONTRACTOR PRIOR TO ANY WORK AND <br />VERIFIED WITH VIDEO OR PICTURES. ANY DAMAGE <br />TO THE STREET OR SIDEWALK AFTER WORK <br />COMMENCES SHALL BE DEEMED TO BE CAUSED BY <br />THE CONTRACTOR AND THE OWNER'S <br />RESPONSIBILITY TO REPAIR. <br />STRUCTURE AND CASTING SCHEDULE <br />MH N0. <br />SIZE <br />1 CASTING MH N0. <br />SIZE <br />CASTING <br />101 <br />48" DIA <br />R-3067 102 <br />48" DIA <br />R-1642 <br />OCS 50148" <br />DIA <br />GRATE <br />W <br />LU <br />PROPOSED HYDRANT <br />NOTES: <br />1. ALL CASTINGS SHALL BE NEENAH <br />OR APPROVED EQUAL. <br />LEGEND: <br />> <br />PROPOSED STORM SEWER <br />oT IT <br />PROPOSED DRAINTILE <br />► <br />PROPOSED SANITARY SEWER <br />O F- <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 />O <br />U <br />EXISTING GATE VALVE <br />hereby certify that this plan, <br />specification, or report was <br />prepared by m under <br />EXISTING HYDRANT <br />direct sup-isicm and 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 />Weeaek eY <br />Hames <br />mpow----- <br />14 <br />SHEET 14 OF 23 <br />Cn <br />LL <br />Z <br />NO <br />Z <br />LU <br />U <br />O <br />0 <br />Z <br />LU <br />w <br />LU <br />0 <br />O <br />to <br />O F- <br />Irw <br />U Zcc <br />U <br />Z <br />Q <br />O <br />Z <br />W <br />LU <br />O <br />O o <br />O <br />U <br />N <br />hereby certify that this plan, <br />specification, or report was <br />prepared by m under <br />my <br />direct sup-isicm and that I <br />am a duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />/ <br />MARK RAUSCH, PE <br />6-3-2021 <br />43480 <br />Date unease 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 />14 <br />SHEET 14 OF 23 <br />