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COAL CREEK BUS PAIRK <br />O_ <br />O <br />N <br />G. <br />z <br />U- <br />M <br />0 <br />J <br />cc <br />m <br />2 <br />z <br />ict <br />cc <br />z_ <br />DRAWING NUMBER <br />DRAWING NUMBER <br />B V CREDIT UNION 2 OF 7 <br />w <br />z <br />z �CU II LO <br />LO <br />m <br />a it <br />z" d <br />ze <br />• a <br />CEI <br />I- CC F -- <br />Oo IL <br />Lu <br />a¢ <br />0 <br />LL <br />LI <br />w <br />61 I <br />g <br />z lr <br />• a <br />inw <br />cnow r <br />Do wo- <br />cc cc <br />0. '1 <br />o <br />El) <br />LI <br />wcc <br />� <br />WZ6- <br />z P± <br />- <br />za <br />•am <br />i0 w <br />Do <br />0cc. <br />0 <br />Li - <br />CD <br />0 <br />z <br />zN <br />La <br />_Ifj <br />z <br />zed <br />• 0- 15 <br />�mw <br />UD cc 5 <br />Dooi <br />cc II <br />a <br />0 <br />u <br />4" 0 CONCRETE <br />FILLED STEEL <br />BOLLARD - EA. <br />SIDE <br />4" 0 CONCRETE <br />FILLED STEEL <br />BOLLARD - EA. <br />SIDE <br />12'-8" <br />6'-0" HIGH STEEL FRAMED GATE <br />W/ EXPANDED METAL <br />HARDWARE: <br />(2) PAIR STAINLESS STEEL BALL <br />BEARING HINGES (EA. DOOR) <br />(1) CANE BOLT <br />(1) HEAVY DUTY BARREL BOLT <br />T.S. 8" x 4" x 3(," AT EA. <br />END -EXTEND INTO <br />FOUNDATION BELOW <br />TRASH ENCLOSURE PLAN <br />SCALE: 1/4"=1'-0" <br />3 PAIR STAINLESS <br />STEEL HINGES <br />4" MODULAR BRICK <br />VENEER (TO MATCH <br />BUILDING) <br />T.S. 8" x 4" x 316" AT <br />EA. END - EXTEND <br />INTO FOUNDATION <br />BELOW <br />8"x8"x16" SPLIT <br />FACE C.M.U. (TO -o <br />MATCH BUILDING)— M _ <br />FINISH GRADE <br />CONC. FOUNDATION <br />M-- <br />--6'-0" H GALVANIZED <br />METAL DECK (1)i" THK.) <br />GATE W/ 3'" x GALV. <br />STL. ANGLE FRAME, j♦ 1'-4" <br />PAINT <br />I I THROWBOLT <br />I I AND CANE <br />HARDWARE <br />4" CONC. I I <br />FILLEDI I <br />BOLLARDS I I <br />L .1 <br />TRASH ENCLOSURE ELEV. <br />SCALE: 1/4"=1'-0" <br />PRECAST CONCRETE <br />CAP <br />4" MODULAR BRICK <br />VENEER (TO MATCH <br />BUILDING) <br />8"x8"x16" SPLIT FACE <br />C.M.U. (TO MATCH <br />BUILDING) <br />FINISH GRADE <br />CONC. <br />FOUNDATION — .. <br />S <br />0 <br />N <br />N <br />-11 <br />0 <br />in <br />LIGHT POLE <br />L <br />12'-8" <br />DASHED LINE OF <br />t <br />0 <br />in <br />SLAB BEYOND <br />TRASH ENCLOSURE ELEV. <br />SCALE: 1/4"=1'-0" <br />CONNECT SYSTEM <br />GROUND CONDUCTOR TO <br />GROUNDING LUG INSIDE <br />OF POLE HAND- HOLE GRD <br />PER N.E.C. 250-81 <br />POLE BASE <br />COVER <br />GROUND <br />CONDUCTOR TO <br />REBAR IN POLE <br />BASE <br />FINISHED GRADE <br />J <br />NOTE: <br />COORDINATE WITH <br />ELECTRICAL DWGS <br />POLE MOUNTED FIXTURE <br />RE: ELEC. DWGS & PER CITY <br />STANDARDS <br />STEEL LIGHT POLE <br />RE: ELEC. DWGS <br />HANDHOLE COVER <br />PVC ENDBELL <br />GROUTED BASE - NON <br />SHRINK <br />ANCHOR BOLTS SUPPLIED <br />W/ POLE <br />CONCRETE POLE BASE - MIN. <br />3,000 PSI CONCRETE W/ (4) #4 <br />VERTICAL REBARS & #2 REBAR <br />TIES @ 12" O.C. <br />1 I I ---I I I -I I t -I I—I 11 <br />1111—I11II_l��= <br />o a—DEPTH AS REQUIRED FOR - <br />100 MPH WIND LOADS <br />AND FOR THE LOCAL SOIL__ <br />CONDITIONS <br />4=1-- PER N.E.C. <br />#300-5 <br />PVC SCH 40 CONDUIT <br />MINIMUM DIAMETER OF THE <br />POLE BASE: 12" MORE IN <br />DIAMETER OF THE POLE <br />TEMPLATE <br />*** (WHERE REQUIRED BY LOCAL CODES, THE CONDUIT STUBBED ABOVE THE <br />CONCRETE BASE SHALL BE GRC TYPE CONDUIT WITH A METAL BUSHING) <br />LIGHT POLE DETAIL <br />SCALE: 3/8"=1'-0" <br />C <br />- - <br />N <br />i <br />I <br />LOG' <br />COM ZWEEKOWYRES#P/ AIII <br />30' ACCESS, PUBLIC UTI <br />& EMERGENCY ACCES <br />EASEMENT (BY PLAT <br />COAL CREEK CIRCLE <br />-- <br />711111111MO 411M11121.1 ,1111•11•• <br />(E) SIDEWALK <br />110 REMAIN <br />C <br />I <br />L <br />(E) L.P. <br />I <br />II <br />i <br />I <br />I <br />CIO IMO <br />- ELECTRIC <br />TRANSFORMER <br />20 BICYCLE <br />AT�& <br />Y PS MENTI <br />{aa )N <br />\--IIANDSCAPED <br />LREA - RE: <br />ANDSCAPE PLANT <br />I <br />NEWo <br />L.P. <br />0 UTILITY <br />EMENT(REC I <br />. 1879225) <br />(E) <br />L.P. <br />{ <br />FO <br />4wf� <br />-Iu Nt <br />cvE <br />DILLON ROAD <br />(RO.W. VARIES) <br />(E) LANDSCAPED AREA <br />- RE: LANDSCAPE PLAN <br />maw* .11M iNIMP MO MD <br />NEW o -•{o <br />L.P. <br />17'-6" <br />17'-6" <br />13 <br />13 SPACES @ 9'-C°' = 117'-U" <br />437 <br />9 SPACES @ 9'-O" = 63'-0" <br />4t). <br />24'-0" <br />--» <br />q <br />to <br />N <br />BIKE <br />PARKING <br />LIGHT <br />BOLLARDS- <br />R <br />RE: ELEC. <br />DWGS. --�' <br />RETAINING WALL - RE: <br />CIVIL DRAWINGS <br />N88°39'10"E 311.51' (BASIS OF BEARINGS) <br />---------------- <br />10' UTILITY EASEMENT <br />(REC. NO. 1879225) <br />-171.-13 <br />0 <br />.0•. Imo• <br />IMO OM M■1111111111111 0111111 4111 <br />'DO NOT ENTER' <br />SIGNAGE <br />-ONTIMINIMID MO NM <br />NEW <br />—r <br />I <br />'DO NOTE ER' <br />111■0 41M. <br />SIGNAGE <br />0 <br />0 <br />9crp <br />I <br />co <br />O <br />17'-6" <br />Cr <br />\ DIRECTIONAL <br />SIGNAGE —meq <br />co <br />— <br />8 (E) <br />-P. <br />Zo <br />vow. vim nom mould <br />NOTE: <br />24'-0" <br />3'-0" <br />48'-0" <br />30' UTILITY EASEMENT <br />(REC NO. 659702) <br />UTILITY EASEMENT <br />(REC. NO. 882532) <br />j:F,bNEW <br />L.P. <br />I <br />11 <br />0 C <br />30' HIGH FLAG POLE <br />10' ADDITIONAL <br />UTILITY EASEMENT <br />(BY PLAT) <br />TRASH ENCLOSURE, <br />RE: 1/A-1 <br />LIGHT BOLLARDS - <br />RE: ELEC. DWGS. <br />NEW <br />L.P. <br />Q <br />I <br />'(E) <br />L.P <br />I <br />(E) SIDEWALK <br />TO REMAIN <br />I C' . r . I di—. <br />NEW F.H. <br />1:: t •:1 <br />S88°39' 10"W <br />S811°39' 10" VVi 3io.4y <br />THE DEVELOPER IS RESPONSIBLE FOR <br />REPLACING DAMAGED OR SETTLED <br />SIDEWALK ON COAL CREEK CIRCLE, <br />ADJACENT TO LOT 3. <br />(E) <br />L.P <br />mem <br />SITE PLAN <br />SCALE: 1"=20'-0" <br />0 5 10 15 20 40 <br />11N11.11 <br />ACCESS ROAD <br />EASEMENT TO GOLF <br />COURSE (BY PLAT) <br />I <br />(E) Mlle gab4111101111111•1110111111010 <br />L.P. <br />I <br />0 <br />U <br />w <br />t0 <br />1nr <br />GAS EASEMENT <br />( (REC. NO. 00725632) <br />(REC. NO. 00887187) <br />(REC. NO. 00725637) <br />(REC. NO. 00887186) <br />aff.PLOTED <br />FOUND #5 REBAR WITH <br />YELLOW PLASTIC CAP <br />L.S. NO. 25739 <br />THIS DRAWING IS THE SOLE PROPERTY OF LEE ARCHITECTS/ <br />INTERIOR DESIGNERS. DO NOT REPRODUCE WITHOUT <br />0WRITTEN AUTHORIZATION OF LEE ARCHITECTS/INTERIOR DESIGNERS. <br />CI) CCs-- <br />N� <br />F_ W d- <br />0 z XO00,, <br />0) <br />W CD `) <br />I— CO > <br />— GO <br />0 <br />Q 0 <br />Ti„, <br />O <br />d- <br />I <br />CII: 13C o Q <br />d7 <br />Q <br />0 v)o°° <br />O <br />J <br />CC COQ <br />W N w W <br />WI— <br />N Z O <br />W <br />N p a_ <br />0 <br />c o <br />O <br />ce <br />z <br />o <br />� J <br />O °o <br />> w <br />ct, �O <br />�U <br />SICT) <br />W W- <br />W <br />� J <br />U> <br />J U) <br />O O D <br />m U—J <br />Job No: <br />Revisions: <br />Date <br />03132 <br />MAY 19, 2004 <br />AutoCAD <br />SPH <br />Title <br />Checked by <br />KPZ <br />SITE <br />PLAN <br />t <br />A—I <br />