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5335 <br />5335 <br />5330 <br />EXISTING GRADE <br />------ <br />5330 <br />- - - - -- <br />- <br />- <br />5325 <br />PROPOSED GRADE <br />5325 <br />EXISTING DUM <br />ENCLOSURE T <br />0 +00 <br />637 FRONT ST. <br />/ <br />1 +00 <br />SECTION A -A <br />LUCKY PIE <br />SWEET-COW <br />ftimit <br />■ <br />/ <br />1 EXISTING <br />CO ET IMPROVE <br />ATIO PATIO <br />(D NOT DIST/URB) <br />/ <br />II <br />L I / <br />REMOVE EXISTING <br />PAVEMENT <br />TO EXTENTS SHOWN. <br />278 SY. <br />I <br />REMOVE EXISTING ASPHALT CURB <br />UP TO THE DUMPSTER <br />ENCLOSURE. <br />1 +72 <br />�I <br />EQUIRES CLASS D CITY LICENSE Al <br />AND CITY DEMO PE MIT. <br />FEE IS WAIT ED. �� <br />HOT ASPHALT <br />PATCHING GRADE <br />S(6 "): 5 SY <br />CAP EXISTING 4" —1 <br />SANITARY SEWER ti <br />SERVICE AT MAIN. <br />APPROX. DEPTH 6FT. h� <br />\ <br />a <� <br />1 <br />1 <br />11 <br />1 <br />DEMOLITION NOTES: <br />I/ <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 />0-- EXISTING LIGHT POLE <br />'EE ' � <br />4" 'EE 'EE 4" '•EEC <br />�1 <br />� <br />/ C <br />2" TREE <br />3" <br />5331 <br />ELM ST. <br />EXISTING LIGHT\POLE <br />EE <br />1 <br />EXISTING SITE AND DEMOLITION PLAN <br />CONCRETE <br />G: \CIPS \CIPS 2015 \2015 PARKING LOT EXPANSION \DRAWINGS \611 FRONT ST PARKING LOT EX.DWG <br />ASPHALT <br />I <br />1- <br />FRONT ST. <br />N <br />A °\ <br />-1 <br />ur- <br />DE O E )\ISTING RAM <br />C A. B HEAD <br />1 \ <br />43LF 18" <br />CURB <br />AND <br />GUTTER <br />(7) <br />� <br />637 FRONT ST. <br />LUCKY PIE <br />SWEEOW <br />7 <br />w / <br />J <br />C 1 <br />1 <br />1 <br />LI <br />1 <br />1 <br />1 <br />Al <br />/ <br />40 <br />SITE BM <br />` ELEV = 1 g0.00 <br />TOF OF HYDI ANT <br />O ERATIN VUT <br />5 <br />1 <br />ISTIING <br />PATIO <br />! 1,PROyEl OT DIST/URB) <br />7/ <br />0 <br />9 <br />x 97.42 <br />O8 <br />O <br />n <br />100 YEAR FLOOD PLAIN ELEVATION <br />FROM NATIONAL FLOOD INSURANCE PROGRAM <br />PANEL 0582J. BFE= 5333.00 <br />THERMOPLASTIC <br />PAVEMENT MARKING <br />(HANDICAP SYMBOLS PE <br />CDOT STANDARD) <br />REMOVE DUMPSTERS. <br />t',:v CLEAN COMPLETE SURFACE. <br />(4)' PROVIDE ASPHALT LEVELER TO DRAIN. <br />REINSTALL DUMPSTERS. <br />5332.05 <br />LIMITS OF HOT ASPHALT PAVEMENT <br />h <br />1 FT CURB GLUT AT <br />EX LOW POINT <br />61 LF 18" CURB AND GUTTER <br />5330.71 - <br />5330.73 <br />5330.75 <br />7 <br />97.22 <br />12 <br />X 9709 <br />5330.67 <br />�0 <br />h <br />5FT TRANSITION (TYP) <br />LEGEND <br />DRIP FLUSH CAP ASSEMBLY <br />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 />0 EXISTING 4" CURB STOP <br />EXISTING METER PIT <br />j 4" 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 (BY OTHERS) <br />EXISTING CHASE <br />�TO REMAIN <br />we4 AEON <br />p N414 <br />i <br />330.49 <br />126.0' <br />53 1.97 <br />5331.50 <br />2" CL 200 PVC <br />SLEEVE (TYP) <br />1143 SY HOT <br />PAVEMENT <br />331.64 5331.30 <br />d <br />} <br />1 <br />611 FR <br />1 .77. <br />PAVEMENT MARKING PAINT <br />(TYPICAL) <br />090' <br />(TYP.) <br />- 5329.7 - <br />24" (RAIN <br />BASIN <br />15 <br />53 1.03- <br />5329./92 <br />8LF 12" PVC <br />TIE WALK INTO <br />EXISTING RAMP <br />DRIVE <br />NOTES: <br />1. CONSTRUCTION SURVEYING (GRADE STAKES) TO BE <br />PROVIDED BY AND COORDINATED BY CITY. <br />• <br />IE TOE INLET <br />EXISTING <br />INLET AND CURB <br />1 AND GUTTER <br />(TO REMAIN) 4^j <br />V <br />211 LF 18" <br />MEDIAN <br />CURB AND <br />GUTTER <br />800 SF 4" CONCRETE <br />ELM ST. <br />5330.08 <br />5330.16 I <br />1 <br />4j <br />PROPOSED SITE PLAN <br />CONCRETE <br />ADA RAMP: <br />r SEE DETAIL SHEET FOR <br />! / MORE INFORMATION. <br />O <br />SECTION A -A <br />SEE ABOVE LEFT <br />20' 0 10' 20' <br />1 " =20' <br />(HORIZ.) <br />40' <br />• - I <br />80' <br />GRAPHIC SCALE <br />IN FEET <br />DESIGN BY: PWED <br />DRAWN BY: EAJ <br />CHECKED BY: DWS <br />APPROVED BY: DFT <br />ISSUE DATE: 4/2012 <br />REVISIONS: <br />SHEET <br />1 <br />OF <br />2 <br />