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DRAWN BY: DESIGN BY: <br /> LEGEND A.G. A.G. <br /> CHCKD BY: PROJ.NO. <br /> EXISTING LIGHT POLE �y)� PROPOSED STORM SEWER C.W.P. 10-1292 <br /> 0 EXISTING UTILITY POLE o- -- PROPOSED DRAINTILE 8:CLEAN-OUTS ORIGINAL DATE: <br /> 0 EXISTING WATER VALVE NOVEMBER 5,2012 <br /> 1 -91 PROPOSED 1-FT CONTOURS <br /> <j EXISTING HYDRANT w <br /> EXISTING STREET SIGN PROPOSED SILT FENCE <br /> G EXISTING STORM MANHOLE PROPOSED RIP-RAP <br /> 0 <br /> ® EXISTING SANITARY MANHOLE PROPOSED FILTRATION MEDIA w <br /> Q EXISTING TELEPHONE MANHOLE <br /> w- EXISTING OVERHEAD ELECTRIC X40.90 PROPOSED SPOT ELEVATION(+900) o- <br /> O <br /> (GUTIERUNE,BITUMINOUS d <br /> ----mow EXISTING UNDERGROUND ELECTRIC SURFACE,OR GROUND SURFACE <br /> UNLESS 07HERMSE NOTED) Z <br /> --- �. 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STORM M.H� a I 15"S.INV.=923.fi <br /> m RIM=944.66 i I IS"N.E.INV.=923.6 ROB <br /> �p BUILDING FOOTPRINT AREA 5(369 SO.FT. 15"S.E.INV.=940.6 <br /> 2 <br /> z .w.r CB/B(2'x S) I 15"W.INV.=990.1 OO <br /> INV 93.S DAVIDSON <br /> x I7 I I 360 S.F. AY <br /> w � NEENAH R-JOBN0 <br /> O I AUTOCOVERED CANOPY(TO BE REMOVED) SIGNAGE �J <br /> FNT(1 <br /> O / AUTO SPRINKLER <br /> S+ / LXIS ING Z <br /> i� B-12 FT SIDEWALK EASEMENT ^� WAL EXISTING I' <br /> A /W / \ BENCH <br /> 12-FT WIDE PUBLIC STREET 'r x <br /> I / n AND UTILITIES EASEMENT / I W <br /> _-2SO\� CONSTRUCT MANHOLE OVER 356 FEET 2� \ / I / J SITE PLANNING <br /> 111 IH 1(��•) \/ 8 ENGINEERING <br /> CBM <br /> po //II <br /> r RIM 840.00 I-T-T--I--��-T-�-� <br /> SIGN [� 11 -INV�38.pp - -- -- --_- __IJ 11L1�-11 L1_ 11 LIJ- �7I�. --- <br /> i_ H , Lv NEENAH It=308N - --- �w --- <br /> _ -- <br /> ------- c-- -mowr <br /> ELEC.TRANS. -- ----- - - - - -- �� I L � �� <br /> c�-----� ELEC.BO% IV <br /> OWE <br /> -"- n EN6INEERIN6,INC. <br /> TEX 1 "VCP SAN �< - nX<12"VCPAN < < 6E%10"VCP SAN �, c c <- c ^ " " �-EXISTING / I SUITE 110 LAKEDRIVE <br /> -w � �w-- NM �' (- w- w_y w L' w w w w w n w ww " ww w w \ LINO LAKES,MN 55014 <br /> M�w TRAFFIC <br /> -� rw w PHONE:651 361-6210 <br /> -• c --r�w EX HYDRANT w-�Ir wEX 6"W.M. E%HYDRANT \ LIGHT / ( ) <br /> w <br /> E%6 W.M. SAN_M_H.�� 11 >` FAX:)851)361-8701 <br /> \ ( RIM=941.23 A 111 - <br /> 6"N.INV.=928.6 11 1 �N_M-H_ v <br /> 12"S.INV.=928.3 I 1 �� REPLACE 8'PIPE - I RIM=943.37 / <br /> `/--UNDERGROUND ELEC.UTILITY 111 \ WITH le PIPE 1 10"w.INV=929.9 .J rJORTI••I <br /> AND PEDESTRIAN WAY EASE. r I vo--- �.--- �. --- -- _ <br /> PER DOC.NO.2114719 WEST 1 jCOUNTY ROAD j 11,E <br /> 1 <br /> II 1 _STORM M.H. 0 20 40 <br /> RIM=.INV- 1'15AN_M_H.4 <br /> 6-N.INV.=935.8 RIM.M H.4 <br /> SAN_M_IT 15"S.INV.=935.9 8"S.INV.=926.4 <br /> 11`TORM M.H. 10"E.INV.=928.2 <br /> RIM=938.46 11NCH=90 FEET <br /> UTILITY PLAN 2"N.INV.9276 RIM=."? 8"N.INV.=928. <br /> 12' 928.8 <br /> E.INV.=926.9 6"W.?�?INV.=92].6 12"W.INV.=928.2 <br /> 12"W.INV=926.R 80TTOM INV.=926.3 <br /> THE ARDEN REVELOPMENT CZ <br />