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r <br />• <br />SITE AND UTILITY PLAN <br />r' <br />/ CONNE <br />� 6" WM W/ <br />y TAP. -1� <br />R C FR <br />GEX. W <br />SER <br />GRAPHIC SCALE <br />• • ■ <br />( 61 P16T) <br />1 Web - 1:e N. <br />*911.57 TNH <br />EX- SSMH23 <br />TC: 909.02 <br />INV: 690.45 <br />SIGN <br />EX. <br />James Street <br />EOP <br />21.5" <br />ENO CURB AT <br />PROPERTY LINE <br />SAN. WYE <br />/ 12 L.F. 4" <br />j,Q L.F. 4" <br />INV. EL <br />if LF.4 <br />/ .1 <br />/ P~ <br />/ (SEEP N <br />�0 FOR ELEV <br />1 <br />eiztamfk+::SNrnTE::: <br />T <br />2 / <br />4" CONC. <br />—WALK <br />CURB CUT <br />55 SER FOR HANDICAP <br />(50 LF•VC) RAMP <br />BUILDING <br />5,766 SF <br />FFE: 910.3 <br />6" <br />ND. 6" <br />ATE VALVE <br />BOG <br />AO <br />5.0' <br />CURB (TYP.) <br />PARKING STALL <br />9'X16' (TYP.) <br />/ <br />STORM P <br />BUILDING <br />BI T. ACK (TYP.) <br />EX- SSMH22 <br />TC: 907.97 <br />IN V:889.57 <br />P.P <br />Te1.c <br />Box <br />Existing <br />Bldg <br />X <br />- -ANDON SWALE <br />X <br />EXISTING <br />FENCE <br />10' <br />x <br />EXISTING <br />FENCE <br />X -4— <br />X <br />x <br />X <br />1 <br />BoC <br />RAD <br />15.0' <br />H612 <br />10' CURB <br />f —TYP.) <br />1, <br />,11 <br />I P <br />{ <br />., 0 <br />12'X12' -IF- <br />DUMPSTER <br />ENCLOSURE _ <br />W /6" CONC. <br />PAD <br />(SE- ARGHITECTURN <br />PLANS FQR DETAIL <br />—I► <br />X X t- X <br />10� <br />• <br />UTILITY NOTES <br />WATERMAIN CONNECTION TO BE WET TAPPED INTO <br />EX)SITNG 12" LINE ALONG LAKE DRIVE <br />DOMESTIC AND FIRE —FLOW SHALL BE SPLIT <br />IN THE BUILDING <br />SANITARY SEWER SERVICE SHALL BE EXTENDED FROM <br />EXISTING SEWER SERVICE ALONG LAKE DRIVE <br />NO TREES TO BE PLANTED OVER UTILITY LINES OR IN <br />ANTICIPATED EXPANDED ROW <br />SITE NOTES <br />TOTAL SITE AREA: 0.73AC <br />TOTAL IMPERVI0US:0.39AC /16,804SF OR 52.8% <br />TOTAL PARKING SPACES: 31 (BASED ON USABLE FLOOR SPACE) <br />FLAT CURB USED WHERE SHOWN TO <br />CONVEY WATER TO INFILTRATION SWALES <br />BY HAVING WIDER CURB OPENINGS RUNOFF WILL BE BETTER <br />DISTRIBUTED OVER SWALES, THUS RESULTING IN A HIGHER <br />QUALITY AND BETTER FUNCTIONING INFILTRATION SWALE AND <br />REDUCING OR ELIMINATING AREAS OF CONCENTRATED SEDIMENT <br />BUILD —UP <br />LEGEND <br />EXISTING 21" SANITARY SEWER > > > <br />EXISTING SANITART SEWER MANHOLE QS <br />EXISTING 12" WATERMAIN 1 l I l <br />EXISTING HYDRANT V <br />EXISTING STORM SEWER — ST 5T ST ST — <br />ROAD CENTERLINE --------------- <br />EDGE OF BITUMINOUS <br />(HEREBY CERTIFY THAT THIS , <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT SUPERAS06 AND <br />THAT I AM A DULY REGISTERED <br />PROFESSIONN. ENGINEER <br />UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. McCUILY <br />DRL <br />CHECKED <br />WATM <br />02/01/03 <br />VERTICAL SCALE •OINZ. <br />: 20' <br />BOOK <br />JOB NO. <br />02523 <br />PACE <br />SHEET <br />2 <br />3 SHEETS <br />