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SHEET <br />1 <br />OF <br />2 <br />DESIGN BY: PWED <br />DRAWN BY: EAJ <br />CHECKED BY: DWS <br />APPROVED BY: DFT <br />ISSUE DATE: 4/2012 <br />REVISIONS: <br />803 <br />5333.22 <br />SMH E <br />UD <br />W <br />J <br />J <br />cn <br />c.n <br />PINE ST. <br />r <br />i <br />♦ <br />637 FRONT ST. <br />T <br />LUCKY PIE <br />SWEET COW <br />loos <br />1 <br />1 <br />1 <br />1 <br />II <br />EXISTING DUM Sl` <br />ENCLOSURE cb REMA N II <br />11 <br />EQUIRES CLASS D CITY LIC <br />AND CITY DEMO PE <br />FEE IS WAII <br />HOT ASPHALT <br />PATCHING GRADE <br />S(6 "): 5 SY <br />NSE <br />MIT. <br />ED. <br />v; <br />1 <br />\ <br />• <br />aligur <br />T <br />40 <br />X 99.22 <br />\ <br />co ■ <br />CRET <br />ATI O <br />■ <br />1 EXISTING <br />5 IMPROVEI: <br />X 98.96 <br />PATIO <br />(DCINOT DISTURB) <br />I <br />6 <br />X66 <br />REMOVE EXISTING <br />PAVEMENT <br />TO EXTENTS SHOWN. <br />278 SY. <br />10 <br />x 97.77 <br />9 <br />X 97.42 <br />8 <br />X 97.43 <br />7 <br />-X 97.22 <br />11 <br />X 97.24 <br />12 <br />X 97.09 <br />/ <br />REMOVE EXISTING ASPHALT CURB <br />UP TO TiE DUMPSTER <br />/ ENCLOSURE. <br />Afs":"/"/"/ <br />EXISTING LIGHT POLE <br />i <br />J <br />FRONT ST. <br />X <br />RAW' DRIVE: <br />RE VE 45 LIB 30' URB <br />SAND UTTER AN 5 LF 4" <br />CONC ETE \ AL <br />r <br />F <br />L <br />r <br />1 <br />11 <br />0 <br />0 <br />1300 SY <br />UNCLASSIFIED <br />EXCAVATION <br />CAP EXISTING 4" <br />SANITARY SEWER / (\t <br />SERVICE AT MAIN. <br />APPROX. DEPTH 6FT. <br />-80 <br />53 <br />SM <br />11 <br />J 1 1_ <br />DE OE <br />� ) <br />�C BHE <br />EXISTING LIGHT POLE <br />DEMOLITION NOTES: <br />w <br />h <br />1. DEMOLISH AND REMOVE EXISTING GARAGE, WOODEN <br />BUILDING AND FOUNDATION, HUTS, CONCRETE SLABS, <br />LIGHT POLES, TREES, ABANDONED PIPES AND OTHER <br />ONSITE MATERIAL. <br />2. CLEAR AND GRUB. <br />w <br />ELM ST. <br />1 <br />EXISTING SITE AND DEMOLITION PLAN <br />CONCRETE <br />ASPHALT <br />7( <br />T1 <br />0 <br />0 <br />11 <br />0 <br />ISTING to <br />T1 <br />0 <br />0 <br />ID <br />I <br />W <br />J <br />J <br />43LF 18" <br />CURB <br />AND <br />GUTTER <br />I <br />1 <br />637 FRONT ST. <br />LUCKY PIE <br />SWEETQOW <br />COO <br />■ <br />SITE BM <br />` ELEV = 100.00 <br />TO' OF HYDRANT <br />O' ERATING NUT <br />5 <br />.X 98.96 <br />,D . <br />1 <br />40 <br />- , ■111` <br /><ISTING <br />'RO'ED <br />'ATI <br />)T DISTURB) <br />I <br />x 97.77 <br />0 <br />0 <br />9 <br />X 97.42 <br />0 <br />08 <br />0 <br />0 <br />0 <br />7 <br />97.22 <br />100 YEAR FLOOD PLAIN ELEVATION <br />FROM NATIONAL FLOOD INSURANCE PROGRAM <br />PANEL 0582J. BFE= 5333.00 <br />THERMOPLASTIC <br />PAVEMENT MARKING 1 <br />(HANDICAP SYMBOLS PER <br />CDOT STANDARD) <br />i I <br />REMOVE DUMPSTERS. <br />CLEAN COMPLETE SURFACE. <br />PROVIDE ASPHALT LEVELER TO DRAIN. <br />REINSTALL DUMPSTERS. <br />/ LIMITS OF HOT ASPHALT PAVEMENT <br />70 LF 18" CUR <br />12 <br />X 97.09 <br />AND GUTTER <br />L <br />ec • <br />FRONT ST <br />5FT TRANSITION (TYP) <br />126.0' <br />LEGEND <br />DRIP FLUSH CAP ASSEMBLY <br />x 4" DRIP LINE WITH RAINBIRD XP -10PC PRESSURE <br />COMPENSATING EMITTER <br />ACZ- 075 -25 HUNTER DRIP ZONE ASSEMBLY WITH <br />PRESSURE REGULATOR. AND NODE 100 BATTERY <br />OPERATOR CONTROLLER WITH LATCHING SOLENOID. <br />® EXISTING 4" CURB STOP <br />® EXISTING METER PIT <br />Z a" PRESSURE REDUCING BACKFLOW PREVENTION <br />ASSEMBLY <br />RAINBIRD 33 -DRC QUICK COUPLER VALVE <br />1" CL 200 PVC MAIN LINE <br />ENGLISH OAK TREE <br />REDLAKE CURRENT SHRUB <br />• BOULDER <br />0=o XCEL LUMINAIRE <br />EXISTING CHASE <br />TO REMAIN <br />\ <br />"o <br />N <br />1 <br />1 <br />y <br />1 <br />1 <br />1 <br />1 <br />1 <br />Q <br />N <br />2" CL 200 PVC 611 FRONT ST. <br />SLEEVE (TYP) <br />1143 SY HOT ASPHALT <br />PAVEMENT GRADE SX (4 ") <br />1 <br />N <br />PAVEMENT MARKING PAINT <br />f (TYPICAL) <br />9.0' <br />(TYP.) <br />13\ <br />3FT CURB <br />CUT CI <br />0 <br />i- <br />24" <br />RAIN <br />IN <br />NOTES: <br />1 <br />1 <br />1 <br />1 <br />asl co <br />a� F <br />1 <br />TIE WALK INTO <br />EXISTING RAMP <br />DRIVE <br />z <br />211 LF 18" <br />MEDIAN <br />I CURB AND <br />1 GUTTER <br />h <br />w <br />IE TOE'X INLET <br />800 SF 4" CONCRETE EXISTING <br />ELM ST. <br />INLET AND CURB <br />,v AND UTTER (TO REMAIN) h <br />� I <br />1 <br />1. CONSTRUCTION SURVEYING (GRADE STAKES) TO BE <br />PROVIDED BY AND COORDINATED BY CITY. <br />PROPOSED SITE PLAN <br />CONCRETE <br />RAMP DRIVE: <br />SEE DETAIL SHEET <br />FOR MORE <br />INFORMATION. <br />1 <br />ADA RAMP: <br />f SEE DETAIL SHEET FOR <br />MORE INFORMATION. <br />20' 0 10' 20' <br />1 " =20' <br />(HORIZ.) <br />40' <br />GRAPHIC SCALE <br />80' <br />IN FEET <br />G:\CIPS\CIPS_2015\2015 PARKING LOT EXPANSION \DRAWINGS \611 FRONT ST PARKING LOT EX.DWG <br />