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FORM SEWER SCHEDULE <br />MH/CB <br />FROM <br />TO <br />P. DIA. <br />DIN <br />P. SLOPE <br />S % <br />P. TYPE <br />PIPE <br />LENGTH FT FROM INVER <br />TO INVERT <br />RIM ELEV <br />STR TYPE <br />CAST <br />TYPE <br />BUILD <br />F <br />CB 106 <br />CBMH 104 <br />12 <br />0.440% <br />HDPE <br />90.05 <br />1016.88 <br />1016.48 <br />1020.88 <br />2x3' <br />R-3067 <br />4.00 <br />CB 105 <br />CBMH 104 <br />12 <br />0.440% <br />HDPE <br />127.97 <br />1017.07 <br />1016.51 <br />1020.92 <br />2x3' <br />R-3067 <br />3.85 <br />CBMH 104 <br />CBMH 103 <br />18 <br />0.250% <br />HDPE <br />71.97 <br />1016.18 <br />1016.00 <br />1019.82 <br />48" <br />R-4342 <br />3.64 <br />CBMH 103 <br />MH 102 <br />18 <br />0.250% <br />HDPE <br />151.04 <br />1016.00 <br />1015.62 <br />1020.00 <br />48" <br />R-4342 <br />4.00 <br />MH 102 <br />CBMH 101 <br />18 <br />0.250% <br />HDPE <br />110.59 <br />1015.62 <br />1015.34 <br />1021.19 <br />48" <br />R-1642 <br />5.57 <br />SUMP CBMH 101 <br />FES 100 <br />21 <br />0.360% <br />RCP <br />25.32 <br />1015.09 <br />1015.00 <br />1019.85 1 <br />48" <br />R-3067 <br />8.76 <br />B. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. <br />��7 <br />9. THE CONDITION OF KELLEY PARKWAY AND ADJACENT SIDEWALK MUST BE <br />7r eekley <br />�< <br />REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK AND VERIFIED <br />Hames <br />OCS 300 <br />EX STUB <br />18 <br />0.260% <br />RCP <br />1015.36 <br />1021.50 <br />48" <br />R-4342 <br />6.14 <br />THE OWNER'S RESPONSIBILITY TO REPAIR. <br />oT DT <br />a <br />DT 7111 <br />D&U EASEMENT <br />oz� 2DZ SL--- <br />II <br />OCS 400 <br />EX STUB <br />18 <br />0.260% <br />RCP <br />1 <br />01II <br />1014.11 <br />OCS 300 & 400 OCS 501 <br />1023.50 <br />48" <br />R-4342 <br />9.39 <br />STORM STUB. <br />II <br />BLOCK 4 C��ouT� i.I <br />NOT TO SCALE <br />-M.S- - <br />1118" <br />OCS 501 <br />FES 500 <br />18 <br />0.395% <br />RCP <br />37.97 <br />1009.15 <br />1009.00 <br />1017.05 <br />60 <br />GRATE <br />7.90 <br />LEGEND: <br />> PROPOSED STORM SEWER <br />-11-DT- PROPOSED DRAINTILE <br />ll� PROPOSED SANITARY SEWER <br />PROPOSED WATERMAIN i t <br />PROPOSED CATCH BASIN <br />PROPOSED SANITARY MANHOLE Q <br />N PROPOSED GATE VALVE <br />PROPOSED HYDRANT <br />EXISTING GATE VALVE / /OCS 400 <br />EXISTING HYDRANT <br />EXISTING WATERMAN <br />EXISTING CATCH BASIN � / LL <br />X <br />® EXISTING STORM MANHOLE <br />>> EXISTING STORM SEWER zzl <br />0 EXISTING SANITARY MANHOLE CONNECT TO REMOVE f4' <br />> EXISTING SANITARY SEWER EXISTING /O< , EXISTING <br />STORM STUB //ZT,STORM STUB- <br />- _ <br />1025 52 tk <br />LZ <br />17 / <br />LL/ <br />'APPROX. LOC.__ <br />18" STORM. STUB <br />m W <br />�p0 I I � � III � FLS_ FLOW <br /><� ,L O' I CB 1 <br />--RE. 1026.12 <br />IE: 1010.27 O� O 1 I CO <br />OAF} -G II v 11 c� III - <br />55° <br />N O c <br />± x <br />O --- --- ----- <br />E <br />9,31 <br />--------------- -<»1� <br />U - - - CBMH 104 <br />I <br />O m MH 102 CBMH 103E CB 105 <br />m <br />� ISI <br />- BLOCK 6 BLO K 7 BL K 6 l <br />1 2 3 4 <br />t 5 1 2 3 4 1 2 3 4 • <br />II <br />DRAINTILE _ <br />CLEANOUT <br />(TYP•) - <br />-3 RIP RAP � - - - - 111 D&U EASEMENT <br />'AIL 3133D) <br />/ DT DT � <br />_ DT DT 3+01� � <br />FES 500 DT ITT - - _ _ a+oo _ _ _ s+oo _ <br />0000 <br />------- <br />OLS 501 <br />FILTRATION BASIN <br />ou- DRAINTILE (TYP.) CBMH 101ouG -9 G G <br />u <br />QW/4, SUMP & Gu ou ou ou ou oU G oU oU G G T <br />D 6.4 CY CL -3 RIP RAP FES 100 PRESERVER -OU-OU T ou <br />(SEE MNDOT DETAIL 3133D) 1 < <br />s 11 <br />W YZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) pr <br />(PUBLIC R. 0. W.) PER PLAN <br />NOT FOUND <br />EXISTING 18" RCP <br />STORM STUB OUTLET <br />OCS 300 & 400 STRUCTURES ARE ELEVATION VARIES <br />TO BE SET [DOGHOUSE] ATOP <br />EXISTING 18' STORM SEWER STUBS. <br />roan PLAN VIEW <br />vivevaamus ox li: sxcincoesxw rrwsixurc <br />IT <br />_ - - <br />CROSS SECTION AA ansaET <br />}wMix, <br />;w Mix. <br />}o.Mix. <br />N <br />0 15 30 60 <br />SCALE IN FEET <br />Z <br />c7 o a <br />Z <br />a Z O cc <br />F- <br />0 W <br />O o U <br />L) cc w Lu <br />z cn <br />Z � cc <br />O O <br />cc 0 O F_ <br />O o U N <br />I hereby certify that this plan, <br />specification, or report w <br />o <br />prepared by mo and that <br />undermy <br />d... <br />aec} su,.,ISiont I <br />a <br />duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />�� g <br />MARK RAD/ _, <br />SP <br />6-3-2021 43480 <br />Date License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL - PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: MPR <br />DRAWN: TAS <br />PROJECT NO: 220-0101 <br />13 <br />SHEET 13 OF 23 <br />CITYqFEV&P q RESOLUTI <br />N NO. 7206 <br />T <br />STOST S: <br />1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN <br />FIELD PRIOR TO CONSTRUCTION. <br />ON <br />- <br />2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. <br />3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OFALLIANT <br />CONSTRUCTION.E_1022.1_27\ <br />4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE <br />733 Marquette Avenue <br />LIE:, <br />VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. <br />Suite 700 <br />5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF ORONO ENGINEERING <br />Minneapolis, MN 55402 <br />DETAILS. <br />612.758.3080 <br />6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. <br />www.alliant-inc.com <br />/+ <br />(PUBLIC R. O. W) <br />- <br />7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY <br />/ - <br />TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL' LATEST REVISION, FOR ANY <br />FILTRATION BASIN v <br />_REJ919_88-_ <br />CONSTRUCTION WITHIN PUBLIC R.O.W. <br />DRAINTILE (TYP.) / <br />IE.Io16.43(N) <br />David <br />OCS 300 <br />� IE: IOI6.OI(W) <br />B. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. <br />��7 <br />9. THE CONDITION OF KELLEY PARKWAY AND ADJACENT SIDEWALK MUST BE <br />7r eekley <br />�< <br />REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO ANY WORK AND VERIFIED <br />Hames <br />< <br />WITH VIDEO OR PICTURES. ANY DAMAGE TO THE STREET OR SIDEWALK AFTER <br />WORK COMMENCES SHALL BE DEEMED TO BE CAUSED BY THE CONTRACTOR AND-- <br />-- <br />- \ <br />THE OWNER'S RESPONSIBILITY TO REPAIR. <br />oT DT <br />a <br />DT 7111 <br />D&U EASEMENT <br />oz� 2DZ SL--- <br />II <br />I:101 1 <br />0l4 Afi(Wl <br />REMOVE ts.5' <br />1 <br />01II <br />OCS 300 & 400 OCS 501 <br />EXISTING <br />DRAINTILE - I'I <br />STORM STUB. <br />II <br />BLOCK 4 C��ouT� i.I <br />NOT TO SCALE <br />-M.S- - <br />1118" <br />NOT TO SCALE <br />8" ST M. ST B <br />S <br />D III <br />1 <br />2 3 4 II <br />PROPOSED GROUND PROPOSED GROUND <br />3 <br />=I <br />RIM VARIES RIM 1017 <br />NEENAH <br />R-4342 <br />1 <br />I1 <br />48" PRECAST GRATE <br />SLAB TOP 60" <br />I I <br />II <br />It <br />LLI <br />6" PVC FILTRATION MANHOLE STRUCTURES SHALL <br />BE CONSTRUCTED IN 6" PVC FILTRATION <br />TRENCH DRAI NTILE <br />INLET ELEVATION ACCORDANCE WITH THE CITY11 TRENCH DRAINTILE <br />VARIES OF ORONO STANDARD DETAILS 1013.0 <br />AND SPECIFICATIONS. <br />N <br />O U <br />18" RCP ET <br />cn <br />cn <br />I <br />.I J <br />FLOW 1009E 5 <br />FLOW <br />Z <br />m W <br />�p0 I I � � III � FLS_ FLOW <br /><� ,L O' I CB 1 <br />--RE. 1026.12 <br />IE: 1010.27 O� O 1 I CO <br />OAF} -G II v 11 c� III - <br />55° <br />N O c <br />± x <br />O --- --- ----- <br />E <br />9,31 <br />--------------- -<»1� <br />U - - - CBMH 104 <br />I <br />O m MH 102 CBMH 103E CB 105 <br />m <br />� ISI <br />- BLOCK 6 BLO K 7 BL K 6 l <br />1 2 3 4 <br />t 5 1 2 3 4 1 2 3 4 • <br />II <br />DRAINTILE _ <br />CLEANOUT <br />(TYP•) - <br />-3 RIP RAP � - - - - 111 D&U EASEMENT <br />'AIL 3133D) <br />/ DT DT � <br />_ DT DT 3+01� � <br />FES 500 DT ITT - - _ _ a+oo _ _ _ s+oo _ <br />0000 <br />------- <br />OLS 501 <br />FILTRATION BASIN <br />ou- DRAINTILE (TYP.) CBMH 101ouG -9 G G <br />u <br />QW/4, SUMP & Gu ou ou ou ou oU G oU oU G G T <br />D 6.4 CY CL -3 RIP RAP FES 100 PRESERVER -OU-OU T ou <br />(SEE MNDOT DETAIL 3133D) 1 < <br />s 11 <br />W YZATA BLVD. WEST (COUNTY HIGHWAY NO. 112) pr <br />(PUBLIC R. 0. W.) PER PLAN <br />NOT FOUND <br />EXISTING 18" RCP <br />STORM STUB OUTLET <br />OCS 300 & 400 STRUCTURES ARE ELEVATION VARIES <br />TO BE SET [DOGHOUSE] ATOP <br />EXISTING 18' STORM SEWER STUBS. <br />roan PLAN VIEW <br />vivevaamus ox li: sxcincoesxw rrwsixurc <br />IT <br />_ - - <br />CROSS SECTION AA ansaET <br />}wMix, <br />;w Mix. <br />}o.Mix. <br />N <br />0 15 30 60 <br />SCALE IN FEET <br />Z <br />c7 o a <br />Z <br />a Z O cc <br />F- <br />0 W <br />O o U <br />L) cc w Lu <br />z cn <br />Z � cc <br />O O <br />cc 0 O F_ <br />O o U N <br />I hereby certify that this plan, <br />specification, or report w <br />o <br />prepared by mo and that <br />undermy <br />d... <br />aec} su,.,ISiont I <br />a <br />duly Licensed <br />PROFESSIONAL ENGINEER under <br />the laws of the State of <br />MINNESOTA <br />�� g <br />MARK RAD/ _, <br />SP <br />6-3-2021 43480 <br />Date License No. <br />QUALITY ASSURANCE/CONTROL <br />BY DATE <br />DATE ISSUE <br />1-20-2021 CITY SUBMITTAL - PRELIM PLAT <br />4-21-2021 CITY SUBMITTAL <br />6-3-2021 CONSTRUCTION DOCUMENTS <br />PROJECT TEAM DATA <br />DESIGNED: MPR <br />DRAWN: TAS <br />PROJECT NO: 220-0101 <br />13 <br />SHEET 13 OF 23 <br />