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DRAWING NUMBER <br />CC <br />w <br />6 <br />z <br />0 <br />a <br />cc <br />z <br />. <br />CO3 <br />U <br />❑ <br />0 <br />CC <br />a_ <br />0 <br />U - <br />REORDER BY PART NUMBER 6552 <br />REORDER BY PART NUMBER 6552 <br />a <br />0 <br />w <br />Z <br />Z N <br />Cl. w <br />o • m <br />�u = <br />z� <br />co <br />o w <br />❑ ¢ <br />OCCCC <br />ww <br />aa. <br />O <br />LL <br />5 <br />n <br />z <br />z <br />w <br />a_ <br />0 <br />Ico <br />❑ <br />O <br />CC0- <br />0 0 <br />4 <br />REORDER BY PART NUMBER 6552 <br />SiTHHt LOGE OF PHINT'ON THIS LIN <br />N <br />O <br />r <br />10 44/ <br />8" CMU -REINFORCE WITH <br />• *4 AT 48" O.G. PROVIDE <br />JOINT REINFORCEMENT AT <br />16" O.G. <br />(I '-6" EMBEDDED 0.C."IN CONCRETLE)) <br />4EFORCED GONG. SLAB ON <br />:..:. <br />•'r <br />ENGINEERED CONC. FOUNDATION <br />WALL TO FROST DEPTH <br />SECTION <br />SCALE: 3/8" = 1'-O" <br />I I/4"o STEEL PIPE RAIL - <br />ATTACH VERTICAL POSTS <br />TO CMU RETAINING WALL <br />W/W METAL PLATE <br />VERTICAL POST 66' O.G. <br />GUARD RAIL DETAIL <br />SGALE:: 1/2" .0 I' -O" <br />COLOR TO BE: <br />BLACK <br />I I/2"0 STEEL PIPE - SET <br />ENDS IN NON -SHRINK <br />GROUT <br />4" CONCRETE <br />SLAB <br />BIKE RACK DETAIL <br />LETTERING <br />BY OWNER <br />SINGLE SLAB, <br />CUT FLAGSTONE <br />MONUMENT SIGN <br />GRADE — <br />1/2" s 1'-O" <br />5'-O" <br />NOTE: MONUMENT SIGN TO <br />COMPLY WITH THE I DDSG <br />38 South Taylor <br />Bountiful Building <br />L _J <br />SIGN DETAIL <br />SGP.LE:: 1/2" : i' -O" <br />.� <br />O <br />t <br />TYPE B SPLIT FACE <br />t <br />t <br />CONCRETE BLOCK - <br />RED <br />EEHCOLORED - (SHOWN <br />TYPE A SMOOTH <br />FACE CONCRETE <br />BLOCK - TAN COLOR —� <br />J <br />SIDE ELEVATION <br />SCALE: 1/4" - I' -O" <br />STEEL DOOR FRAME: <br />2"x2"xI/4" ANGLES WITH <br />2"x1/4" PLATE DIAGONAL <br />BRACES <br />8x8x16 CONCRETE BLOCK <br />WALL - MATCH BUILDING <br />STEEL SWING BAR LATCH <br />2x4 STEEL TUBE (BOLT <br />TO 8" CONCRETE BLOCK) <br />1/8"4,x3" STEEL SLEEVE <br />WELDED TO DOOR FRAME <br />5/8"cP STEEL 'HINGE' PIN <br />WELDED TO CHANNEL <br />VERTICAL METAL ROOF <br />DECKING - PAINT TO <br />MATCH BUILDING <br />SLOPE CONCRETE FOR <br />DRAINAGE -TYPICAL <br />7'-4:: <br />15'-4" <br />I <br />C " <br />J <br />1'-4" <br />2"/ <br />9 <br />FRONT ELEVATION <br />SCALE: 1/4" - I' -O" <br />9 <br />tt <br />3'-4" <br />— — — J <br />nTRASH ENCLOSURE DETAILS <br />SAM <br />RIM=5326.80 <br />INV IN=5315.60 <br />INV OUT=5315.55 <br />DRIVEWAY <br />DRIVEWAY <br />I <br />I <br />I <br />I <br />I <br />3 <br />I <br />I <br />NOTE : H.C. ACCESSIBLE <br />I5LE TO ALSO BE USED FOR <br />VEHICLE TURNAROUND AT <br />DEAD END PARKING AISLEiz <br />I III <br />NICATIO I <br />/ <br />AREA (PICNIC <br />TABLE) <br />— 14' 011JTY EASEMENT <br />POLE LIGHT <br />PHOTOMETRIC <br />SS <br />5.01 <br />4 <br />111111M An= V•10 NINO <br />FDC CONNECT 1 ON <br />NALL MOUNTED <br />4 (25' ABOVE <br />GRADE) <br />(NREJC.CTLE BINS <br />y /-71I ) ), <br />FLAN <br />LOT 7 <br />ymm. ommi an= VMS <br />E19113.46.E 261 8?' <br />ONE-STORY <br />BUILDING (W/MEZZANINE) <br />12,347 S.F.* GROUND FLOOR <br />3,670 S.F.* MEZZANINE <br />LOT 6 <br />48,070 SF <br />NMI 11111 <br />• <br />• <br />H MO <br />A 516 <br />MENT <br />4 <br />4 <br />CHORD <br />N06'29'22"E (R) <br />57.17' (R+M) <br />NO6'29'10'E \ <br />DRIVEWAY <br />WATER FEATURE RE: <br />LANDSCAPE <br />- EMPLOYEE BREAK <br />AREA (PICNIC <br />TABLE) <br />36 PARKING <br />SPACES <br />NOTE: LoAciihte AREA <br />DRIVE INAY/TO ALSO BE <br />USED FOR/VEHICLE <br />PARKIN LE <br />ENCLOSURE <br />STORM <br />RIM=5327. 50 <br />INV=5322. 70 <br />,4,10, *ON" <br />NO STORAGE I \ <br />ALLOWED IN Tf 415 <br />PARKIN <br />LINE <br />S H <br />RIM =5327.90 <br />INV IN=5317.70 <br />INV OUT= 5317.65 <br />DIVEWAY <br />SD <br />-trzi <br />...A...eft-a <br />al, <br />-4,........,,, <br />.....,.... <br />,.......... <br />--....„,„„ '......,..,„ iiii„ <br />_._..,,, <br />....._ <br />......___ <br />SD <br />r- TION PO <br />RE; CIVIL <br />i:ort-5° <br />) I <br />( I RAIL AT ALL AREAS <br />OF DE7ENTION POND <br />1 NALL INHERE CHANGE <br />% IN ELEVATION FROM <br />DEVELOPMENT PLAN <br />I 61 <br />1 TOP OF INALL TO <br />GRADE BELOW <br />.1 EXCEEDS 30" <br />0 <br />riC <br />0 <br />0 CI <br />CO <br />2 g 2 8 <br />o <br />cry.i <br />0 <br />0 <br />co <br />3 <br />1.1= <br />3 <br />Do <br />Colorado Technological <br />a <br />638 South <br />LO <br />CO <br />Colorado <br />0 <br />PROJ NO: 12-15 <br />DATE APRIL 5, 2012 <br />REV: JUNE 20, 2012 <br />Copyright ce012 - 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 />