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0 IN. <br />I"' y-... <br />p, <br />V c <br />'c <br />O. <br />J m <br />Ca <br />zI <br />N <br />2L <br />Lti <br />aW. <br />o2y <br />as <br />w <br />Z <br />Q <br />• a JAI <br />co m i. <br />H cc <br />U 0 <br />❑ a .L <br />cc <br />W <br />2 <br />z <br />CD <br />Q <br />0 <br />cc <br />m <br />2 <br />z <br />1^.1 <br />z I <br />a, <br />2 Lo <br />CL 3 <br />�z. <br />Ztt+- <br />• a i <br />m ; <br />Uw• 13 <br />0o a- <br />CC CluC <br />u.. 0 <br />a <br />f <br />L <br />U) lW <br />7/3 <br />11, ED <br />O. Cr co <br />o m <br />I 2 pz <br />�zk <br />z IE <br />ak; <br />• a�,, <br />m <br />H 1 3Y <br />0 <br />• f'w <br />• 'I <br />P. <br />zN <br />LU_ <br />aW y. <br />o m <br />2 t3 <br />z� a- <br />• < `3 <br />Lo co›- e. <br />cc g <br />16-1cc <br />a <br />oo <br />I cc <br />0 <br />LL <br />C1i <br />C:\Projects\04-23\0423site.dwg, 10/01/2004 04:13:17 PM <br />O <br />STEEL DOOR FRAME: <br />2"x2"x1/4" ANGLES WITH <br />2"x1/4" PLATE DIAGONAL <br />BRACES <br />8x8xI6 CONCRETE BLOCK <br />NALL - MATCH BUILDING <br />STEEL SWING BAR LATCH <br />2x4 STEEL TUBE (BOLT <br />TO 8" CONCRETE BLOCK) <br />1/8"0x3" STEEL SLEEVE <br />WELDED TO DOOR FRAME <br />5/6"d? STEEL 'HINGE' PIN <br />WELDED TO CHANNEL <br />VERTICAL METAL ROOF <br />PECKING - PAINT TO <br />MATCH BUILDING <br />SLOPE CONCRETE FOR <br />DRAINAGE -TYPICAL <br />8" CMU -REINFORCE WITH <br />*4 AT 48" O.G. PROVIDE <br />JOINT REINFORCEMENT AT <br />16" O.G. <br />*4 x 3'-6" AT 48" O.G. DOWELS <br />(1'-6" EMBEDDED IN CONCRETE) <br />THICKENED CONCRETE EDGE <br />SECTION <br />SCALE: 3/8" = <br />7'-4" <br />15'-4" <br />f <br />• <br />7'-O" <br />7'-4" <br />2" <br />v <br />0 <br />3'-4" 3'-4" <br />FRONT ELEVATION <br />SCALE: 1/4" -11-0" <br />8'-8" <br />TYPE A SMOOTH FACE <br />RDESGGW- <br />COLOR (ON -'-'"' <br />HATCHED - TYPICAL) <br />TYPE B SMOOTH <br />FACE CONCRETE <br />BLOCK - TAN COLOR <br />J <br />SIDE ELEVATION <br />SCALE: 1/4" -11-0" <br />K <br />6x8x16 CONCRETE <br />BLOCK WALL <br />RECYCLE BINS <br />(N.1.C.) <br />XXXXXXXXXXXXX <br />4" CONCRETE SLAB -•\ <br />K <br />d� K <br />aJ K <br />K <br />K <br />K <br />7 <br />7 <br />82" NI12x5" DEEP <br />DUMP.StEk (N.I.C-.) <br />7 <br />N <br />7' WIDE GATE - <br />SEE ELEVATION <br />7'-4" <br />PLAN <br />gIl <br />/ G/ l_4il <br />15'-4" <br />SCALE: 1/4" - I' -O" <br />i;)TRASH ENCLOSURE DETAILS <br />SCALE .AS NOTE <br />I'_4'" <br />TYP. • • <br />• • <br />2"P STEEL PIPE - SET <br />ENDS IN NON -SHRINK <br />GROUT (PAINT TO MATCH <br />J'1INDOW FRAMES) <br />4" CONCRETE <br />SLAB <br />(2-) BIKE RACK DETAIL <br />SCALE: I/2" <br />20'-0" MAXIMUM HEIGHT <br />0 <br />O <br />n <br />STEEL POLE <br />BASE <br />GRADE <br />r ,' <br />2'-O" <br />SEE SHEET PH -I FOR LIGHT POLE SPECIFICATIONS <br />LIGHT <br />(T) POLE DETAIL <br />= I' -O" <br />/ <br />I/ <br />I, <br />I <br />7 <br />V <br />• <br />7 <br />N76°23'20"E <br />0111111111110 <br />I5' -O" (` <br />SETBAC <br />i <br />ie <br />to <br />z <br />i <br />0 <br />oo <br />1/ <br />EXIbT. 0 NCWCD <br />EA MENT <br />3p2"� x <br />ri <br />w <br />o <br />LOT 2 <br /><� 216.45' <br />147'-4" / <br />141'-4" <br />PROPOSED <br />ON -STORY BUILDING <br />14,175 S.F.t <br />5302 <br />SE AC <br />1/4 <br />ZOVO@ 7/S„837Z191Z <br />CP 01 CP <br />7/M SiId „el 1SIX3 <br />tZER <br />PAR 'NG <br />SETB <br />APPRO>4MATE 1 I <br />11. <br />okair <br />O'`* <br />TogrA130/s(E <br />JA <br />22' <br />31-011 <br />TRAS <br />ENCLUPSURE <br />RE: <br />CI 15 <br />H.0 <br />111-6" 301-0" ( <br />-6" <br />21 <br />31 <br />L <br />CP <br />0 <br />„8 37 96'6frZ <br />32 <br />32 PARKING SPACES <br />NOTE: 111-6" PARKING <br />SPACES WITH 16" <br />OVERHANG = 141'-0" <br />STANDARD DEPTH <br />41(16 <br />SOUTH SID <br />PARKING <br />SETBACK <br />HieH METAL <br />LIGHT POLE ON 21 <br />CONCRETE BASE <br />,/ TYPICAL FOR 8? <br />J\ <br />4' <br />CHERRY STREET R.O.N. <br />NOTE: FUTURE ACCESS FROM <br />CHERRY STREET WILL BE ALLOWED <br />ONTO THE SITE IF CHERRY STREET <br />IS EXTENDED AND A RELOCATED <br />DRIVE IS NECESSARY FOR SAFETY <br />PURPOSES. <br />5<79 <br />SOUTH, RANE 6c:1 NEST, 6TH PRINCIPAL MERIDIAN, CITY OF <br />LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO, <br />DESCRIBED AS FOLLOIAI5: LOT 1, BLOCK I, THE BUSINESS <br />CENTER AT COLORADO TECHNOLO6ICAL CENTER, FIRST <br />FILINO. CONTAININO 48,446 SQUARE FEET, MORE OR LESS. <br />1 467: <br />72/1 <br />SITE PLAN <br />TRUE, INCORPORATED <br />u.) <br />0 <br />cf) <br />THE BUSINESS CENTER AT CTC <br />LOT 1, BLOCK 1 <br />COLORADO <br />LOUISVILLE, <br />PROJ NO: 04-23 <br />DATE: AUGUST 19, 2004 <br />REV: &OCTOBER 1, 2004 <br />Copyright ® 2004 - All rights <br />reserved RVP Architecture and <br />Consulting, P.C. All design <br />drawings and written material <br />herein may not be used or <br />duplicated without the written <br />consent of RVP Architecture and <br />Consulting, P.C. <br />SITE PLAN <br />