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Qo <br />O <br />r- <br />O <br />1 <br />z <br />Q <br />J <br />n <br />W <br />I- <br />07 <br />z <br />O <br />i- <br />J <br />O <br />LLJ <br />t� <br />0 <br />z <br />Q <br />Z <br />Q <br />J <br />n <br />LLJ <br />I- <br />cn <br />cn <br />I <br />O <br />N <br />O <br />O <br />U <br />U <br />J <br />I <br />(fl <br />O <br />r- <br />O <br />D_ <br />N <br />N <br />O <br />F_ <br />O <br />o_ <br />N <br />N <br />n <br />i <br />� O <br />U) n <br />ocn <br />D- a <br />w_y <br />(n U <br />1 � <br />i 03 <br />° o <br />L <br />�n <br />o <br />O <br />Q) <br />Q <br />Il- un <br />N o <br />E <br />�o <br />�i <br />LL <br />NOTE: THIS IMAGE IS THE LATEST GOOGLE MAPS. <br />INFORMATION IS ASSUMED EXISTING CONDITIONS AT <br />THE PROJECT SITE. THE ARCHITECT OF RECORD HAS <br />NOT VISITED THE SITE TO CONFIRM AND CANNOT BE <br />HELD RESPONSIBLE FOR THE ACCURACY OF THE <br />CONDITIONS ILLUSTRATED. <br />AERIAL SITE PLAN. <br />1 "=30'-O" <br />ARCHITECTURAL FINISH FLOOR = 100.00' <br />NOTE: FINISH FLOOR ELEVATION AT ALL <br />EXTERIOR DOORS = 100.00' <br />UNLESS NOTED OTHERWISE <br />DIRECTIONAL SIGN SCHEDULE <br />ARROW <br />NUMBER <br />MOUNTING <br />TYPE <br />DIRECTIONAL LEFT <br />2 <br />PIPE <br />DIRECTIONAL RIGHT <br />2 <br />PIPE <br />DIRECTIONAL <br />1 <br />PP <br />REFER TO SPEC SECTION 01500 FOR DETAILS AND <br />REQUIREMENTS FOR STORMWATER POLLUTION <br />CONTROLS AND SITE STORAGE OF MATERIALS AND <br />EQUIPMENT. DEVIATIONS) FROM DETAILS SHOWN <br />MUST BE SUBMITTED FOR APPROVAL IN <br />ACCORDANCE WITH SPEC SECTION 01330. <br />CONDUIT TRENCHING <br />DETAIL <br />g" 2'-0" MIN. (FOR <br />CONDUITS) g" <br />6" PAVING OVERLAP <br />SEE PAVING SECTION <br />1'-6" MIN. (FOR 2 <br />CONDUITS) DETAIL <br />EXISTING <br />PAVING <br />SECTION <br />—I I 1=1 I P <br />SEE PAVING SECTION I I I=111—I <br />A I IA I IA I I <br />I 1�1I1=11 r==1I <br />DETAIL I 11= 1=1 I P <br />I IA <br />z_ <br />1 I PA11=11 I— <br />—III-111=1II <br />_ <br />UNDISTURBED EARTH 111—II1=I <br />11�I I �I I I <br />I�III=1I — CONTROLLED BACKFILL <br />11 A 11-111-1 (CLEAN DIRT) <br />I I —I I I —I I I <br />11=1 I El <br />11r111 4N <br />1 I 1=1 11—I I t I <br />11=11.--I <br />AI1=1II <br />UTILITY CONDUIT, SEE <br />ARCHITECTURAL PLANS <br />FOR SIZE AND TYPE, TYP. <br />GENERAL <br />NOTES <br />1. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY <br />HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I -A <br />OR CLASS II COMPACTED TO 85% PROCTOR. <br />2. INITIAL BACKFILL SHALL BE CLASS I -A WORKED BY HAND, OR CLASS I-B OR CLASS 11 COMPACTED TO 85% <br />STANDARD PROCTOR. <br />3. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF <br />DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". <br />4. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN <br />COMPLICANVE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE SPECIFICATIONS) <br />5. MATCH PROPOSED EXTERIOR CONDUIT ELEVATIONS WITH PROPOSED INTERIOR CONDUIT ELEVATIONS. <br />(SEE ARCHITECTURAL DRAWINGS) <br />CONDUIT TRENCHING DETAIL <br />1 1 /2"=1'-O" <br />N <br />I <br />Ln <br />SITE PLANI Iw 'i <br />2 1/16"=1'-0" NORTH 1-A2 <br />REMOVE E <br />TREES AN <br />DEBRIS. F <br />REPAIR S <br />TO MATCF <br />EXISTING <br />BE REMO� <br />AND REPS <br />PAVING T <br />EXISTING <br />SAWCUT i <br />REMOVE E <br />PAVING F, <br />INSTALLA- <br />NEW CAN( <br />COLUMN E <br />TYP REF. <br />EXISTING <br />TO BE RE <br />�12 <br />Al Al <br />DEMO FLOOR <br />PLAN PLAN <br />,\-r <br />;1 DEMOLITION SITE PLAN NORTH <br />1 /16"=1'-O" <br />Cj <br />o <br />0 <br />o <br />EE <br />0 <br />L <br />c0 <br />(7 <br />CO <br />00 <br />CO <br />00 <br />Q <br />00 <br />00 <br />U-) <br />00 <br />Lo <br />00 <br />� <br />O <br />C <br />-0 M <br />} <br />0 o <br />E <br />W <br />cm <br />O <br />,c <br />y <br />2i <br />U) <br />C <br />L <br />r` <br />0 <br />aD <br />a <br />,2 <br />0 <br />cog <br />.` <br />y <br />w O:-LLJ c r <br />vo Oz <br />W ~LLI zZ <br />zaa0 <br />3� <br />z <br />w�� <br />N�� <br />do�0wU <br />sitaxc7>-=� <br />re <br />w <br />W <br />cJ <br />w- r¢mN wLL_ (L L..' <br />F- <br />z wo0zw_ <br />OWi`Zc00zoa <br />zuJ�RLU Pz'—wvp¢oQ Qao�F�DoN=a zLnZ� <br />XzC�O'W ww�Uwo <br />OOIr l Fruj �w_wozzL,Ir�cnn` <br />.zoa <br />w0a 'L_aLd <br />NU�m Jw¢n¢wQ� <br />a <br />cn <br />z <br />Q <br />z <br />O <br />c) <br />0 0 <br />," <br />O C3 <br />0 <br />0 0 <br />� <br />Ln <br />N <br />N <br />^ <br />cD <br />CD <br />-el <br />U <br />O <br />Oa <br />~ <br />�z <br />o <br />LLB <br />O <br />� <br />rn <br />0 <br />u� <br />p <br />w <br />N <br />w <br />z <br />0 <br />ISSUE BLOCK <br />CHECKED BY: <br />RWO <br />DRAWN BY: <br />LMD/CRE <br />PROTO: <br />LCC <br />PROTO CYCLE: <br />01 /31 /17 <br />DOCUMENT DATE: <br />02/16/17 <br />ECORD DRAWINGS NOTICE <br />THE RECORD COPY OF THIS DRAWING <br />IS ON FILE AT THE OFFICES OF SGA <br />DESIGN GROUP. THIS ELECTRONIC <br />DOCUMENT IS RELEASED FOR THE <br />PURPOSES OF REFERENCE, <br />COORDINATION, AND/OR FACILITY <br />MANAGEMENT. THIS DRAWING SHALL <br />NOT BE CONSIDERED FINAL OR <br />COMPLETE UNLESS IT IS SIGNED AND <br />SEALED BY THE ARCHITECT. <br />SITE PLAN <br />AND <br />DEMOLITION <br />SITE PLAN <br />SHEET: <br />spi <br />n <br />A <br />