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2016.06.06 CC Packet
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2016.06.06 CC Packet
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6/3/2016 12:03:20 PM
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6/3/2016 11:55:49 AM
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City Council
Document Type
Agenda/Packets
Meeting Date
6/6/2016
Meeting Type
Regular
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I' <br />I° <br />I. <br />I. <br />I <br />°II <br />CONNECT.TO tXIST I <br />(FIELD VERIFY S <br />ELEVATI <br />IE 911.66 -NE (OUTS <br />. IEI <br />(FIELD VERIFY; EX. <br />ELEVATION dcl <br />44'-8" PVC <br />go .40X <br />CBMH #2 I <br />RE 917.67 <br />4 IE 91A.85 1 <br />12B'-10' PIPE <br />-- pp - <br />021.4��7% <br />CBMH #1 <br />RE 917.87 <br />IE .013.00-N <br />IE 910.45-W <br />IE 908,45 $UMP <br />o <br />Know whafs below. <br />Call before you dig. <br />FES #15 <br />IE 919.00 <br />B C.Y. CL III RIP -RAP <br />W/ GEOTE%TILE FABRIC <br />ELM CREST A..VZ-N 1)E <br />101 A__,�®-----. a�-----°�---°^"^-----"°m-----^-----ate---------��-----,�--------------°°� <br />I m <br />I I m CBMH /3 (27"®) <br />I BEEHIVE CASTING - <br />I g 916.70 <br />EE 914.20 <br />--�-- <br />�' <br />CBMH FIG <br />RE 922.23 <br />IE 919,06 <br />OR H <br />28'-12" PIPE <br />O 0.43X <br />m <br />i <br />SEE SHEET C1 FOR GENERAL NOTES & LEGEND PRAMW DESIGN Br. <br />c.M. ES <br />CXP. <br />SEE SHEET C3.2 FOR UTILITY NOTES CHDImaY. PROD. x0. <br />C,W,P, 15.1588 <br />I FES #18 � <br />IE 919.25 <br />4 <br />` <br />MH <br />918.30 <br />- <br />0 <br />--- - - - - - - - - - - - - -- �=--------- <br />18'-12" PIPE <br />0 0.388 <br />.38% <br />RE <br />T <br />1B'-12" PIPE -- <br />--O-O:u97� - -------------� <br />HYDRANT k VALVE <br />IE 911.93-N <br />♦ II <br />d <br />oe <br />_ _ _ <br />CBMH X10 " <br />RE 922.40 <br />IE 918.18 -NE <br />IE 918.71 -NW <br />42'-15" PIPE <br />MH #301 4 11+ II I HWL.919I Ii III <br />I <br />= <br />I RE 822.80 <br />IE 814.87-E y1I II I FES /61 1 11 III <br />11 <br />w s <br />I <br />I <br />I V I 11 I I I IE 916,00 1 1 1 1 1 1 <br />III 1 1 I B C.Y. C AI R1FI-I}IIP III <br />I 1 <br />J <br />I <br />11r ;f <br />I <br />W/�GEOTEI TJWE F RIc 1 I 1 <br />i <br />IE 9'5.70-E <br />LCF <br />IL <br />- <br />--Q II <br />__jL <br />RE 923.00 <br />W' <br />- - - -- - <br />HYDRANT & VALVE <br />MH <br />918.30 <br />I <br />EXI STRUCTURE <br />MH ;11105 1 & RECONSTRUCT <br />RE 92283 IF NECESSARY <br />IE 914.27-E,W MH #9 e <br />I02 <br />RE <br />5+ <br />'L_ <br />MH 02 <br />923.49 <br />IE 914.17-5 <br />0 <br />IE 911.93-N <br />10 1 + <br />f <br />IE 911183-S <br />_ _ _ <br />CBMH X10 " <br />RE 922.40 <br />IE 918.18 -NE <br />IE 918.71 -NW <br />42'-15" PIPE <br />HWL=918.6 r <br />I <br />= <br />eq <br />11 <br />w s <br />I <br />I 1 <br />I <br />11r ;f <br />I <br />i <br />IE 9'5.70-E <br />LCF <br />IL <br />- <br />--Q II <br />__jL <br />RE 923.00 <br />K <br />1 w11 <br />PLOWS <br />IE 919.10 <br />o j <br />ENGINEERING, INC. <br />3 [°� <br />PREPARED FOR: <br />SUITE 1l0 <br />$ <br />IL <br />1[) I <br />I <br />n <br />R <br />PHONE: (551)38141210 <br />NI <br />I <br />FAX:(851)38141701 <br />I <br />I <br />Q <br />Im <br />NORTH <br />I <br />47 <br />III <br />1 <br />I <br />I <br />i r/ iG <br />I <br />I <br />0.43% <br />I <br />4 <br />PIPE HYDRANT V VE <br />RE 919.45 <br />1918.40 <br />2.82" <br />T <br />- - <br />I <br />I <br />J <br />FlELF;L VERIFY <br />IRE <br />141'-1I!r p1F ° IE 91 <br />IE 91 <br />- <br />iK j-t- <br />�,� 1 a rF <br />IE <br />18 <br />MH <br />I I RE 9 <br />071 <br />CB F7 <br />RE 91 88 <br />IE 91 B0 <br />- - - -- - <br />HYDRANT & VALVE <br />MH <br />918.30 <br />I <br />EXI STRUCTURE <br />MH ;11105 1 & RECONSTRUCT <br />RE 92283 IF NECESSARY <br />IE 914.27-E,W MH #9 e <br />I02 <br />RE <br />5+ <br />'L_ <br />MH 02 <br />923.49 <br />IE 914.17-5 <br />0 <br />IE 911.93-N <br />10 1 + <br />f <br />IE 911183-S <br />_ _ _ <br />CBMH X10 " <br />RE 922.40 <br />IE 918.18 -NE <br />IE 918.71 -NW <br />42'-15" PIPE <br />HWL=918.6 r <br />I <br />= <br />1 d <br />11 <br />w s <br />I <br />I 1 <br />I <br />11r ;f <br />I <br />i <br />IE 9'5.70-E <br />LCF <br />IL <br />- <br />--Q II <br />__jL <br />RE 923.00 <br />K <br />1 w11 <br />PLOWS <br />IE <br />18 <br />MH <br />I I RE 9 <br />071 <br />CB F7 <br />RE 91 88 <br />IE 91 B0 <br />- - - -- - <br />HYDRANT & VALVE <br />I <br />�. <br />I <br />EXI STRUCTURE <br />MH ;11105 1 & RECONSTRUCT <br />RE 92283 IF NECESSARY <br />IE 914.27-E,W MH #9 e <br />r q+0�1 <br />_ <br />B" W.M� <br />5+ <br />'L_ <br />MH 02 <br />923.49 <br />IE 914.17-5 <br />0 <br />RE 920.20 <br />IE 916.20 <br />E -8" PVC O 0.46X <br />28'-12" PIP'93' <br />O 0.71% <br />t� <br />1 <br />`_'.: <br />" .` <br />r, <br />_ _ _ <br />CBMH X10 " <br />RE 922.40 <br />IE 918.18 -NE <br />IE 918.71 -NW <br />42'-15" PIPE <br />HWL=918.6 r <br />RM 19 BB 1 J I `1 O Q.46X <br />L I 15.60 <br />J ti <br />M RE22 70 <br />` IE 918.35 <br />1 I } \ 52'-12" PIPE <br />I 4 <br />90.70% <br />1 � <br />I I <br />�I Ir <br />+ e l L REPLACE EXIST. 15" PIPE W/ <br />1 28'-113" PIPE 0 1.80% <br />1 p <br />' + CONNECT TO EXIST. C8MH W/ 18" PIPE <br />0 IE 9D>QB <br />REPLACE CASTING NTH NEENAH 3501 -TS <br />(FIELD VERIFY E)UST. INVERT ELEVATION <br />AND NOTIFY ENGINEER OF ANY NWL=916.2 <br />1 DISCREPANCIES PRIOR TO CONSTRUCTION) HWL=917'3 <br />I I = I HYDRANT & ALVE <br />Do.- <br />L-DR6 kRIFY ff(IST. STORM <br />ATION & E1EV�A�Ot+1+ a� <br />MH #201 I <br />RE 922.51 <br /># IE 914.72-N <br />1*� IE 914,62-W 1 <br />O I l L <br />I I � <br />HYDRANT de VALVE <br />CBMH ,412 <br />RE <br />_ <br />CONSTRUCTION <br />IE 9118.719.71 � <br />_ O <br />MH 02 <br />923.49 <br />O <br />RE <br />IE 915.32-E <br />- "15,22-S <br />O <br />a <br />- <br />= <br />78'-12" PIPE <br />w s <br />5 <br />00.50% <br />RE 9c3.92re� <br />ANNI:,f"i <br />i <br />IE 9'5.70-E <br />LCF <br />MH #13 <br />IE 915,60-W <br />RE 923.00 <br />K <br />PLOWS <br />IE 919.10 <br />o j <br />ENGINEERING, INC. <br />3 [°� <br />PREPARED FOR: <br />SUITE 1l0 <br />$ <br />IL <br />KETTLER <br />1 <br />i 9 <br />A -- <br />-.MI1 <br />CONSTRUCTION <br />MI 1X1203 <br />- <br />RE 9c3.92re� <br />ANNI:,f"i <br />IE 9'5.70-E <br />LCF <br />IE 915,60-W <br />K <br />PLOWS <br />o j <br />ENGINEERING, INC. <br />3 [°� <br />O <br />SUITE 1l0 <br />$ <br />IL <br />4 4 <br />UND LAKES. MN 55014 <br />n <br />R <br />PHONE: (551)38141210 <br />NI <br />N y <br />FAX:(851)38141701 <br />I <br />R <br />NORTH <br />�Wj <br />• STORM SEWER IS TO BE PRIVATE AND SHALL BE PRIVATELY MAINTAINED. <br />o t5 so <br />VICTOR GARDENS NORTH VILLAGE THIADDITION I U33 <br />
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