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Z Q z Q W cn V) E ,N ao On NOTE: THIS IMAGE IS THE LATEST GOOGLE MAPS. INFORMATION IS ASSUMED EXISTING CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD HAS NOT VISITED THE SITE TO CONFIRM AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED. ARCHITECTURAL FINISH FLOOR = 100.00' NOTE: FINISH FLOOR ELEVATION AT ALL EXTERIOR DOORS = 100.00' UNLESS NOTED OTHERWISE DIRECTIONAL SIGN SCHEDULE ARROW NUMBER MOUNTING TYPE DIRECTIONAL LEFT 2 PIPE DIRECTIONAL RIGHT 2 PIPE DIR CTIONAL STRAIGHT 1 PIPE REFER TO SPEC SECTION 01500 FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUIPMENT. DEVIATION(S) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPEC SECTION 01330. CONDUIT TRENCHING DETAIL g" 6" PAVING OVERLAP 2'-0" MIN. (FOR CONDUITS) 6" SEE PAVING SECTION l'-6" MIN. (FOR 2 CONDUITS) DETAIL EXISTING PAVING SECTION —III—III SEE PAVING SECTION III —III —II III —III —I i I 11=III—III=III DETAIL III— I —III Z III —III —I 1I— _—III=1 —III—III I_I I —I I —I I I — I I UNDISTURBED EARTH III—III=I 1MIMIE —III—III=11 IIII1111II 1111II —I 11=III= — CONTROLLED BACKFILL I=III—III=1 CLEAN DIRT) 11=III=III—III II III IIIIIIII1111111 III — III UTILITY CONDUIT, SEE III=III=— III —III ARCHITECTURAL PLANS FOR SIZE AND TYPE, TYP. GENERAL NOTES 1. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I -A OR CLASS 11 COMPACTED TO 85% PROCTOR. 2. INITIAL BACKFILL SHALL BE CLASS I -A WORKED BY HAND, OR CLASS I-B OR CLASS II COMPACTED TO 85% STANDARD PROCTOR. 3. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". 4. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLICANVE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE SPECIFICATIONS) 5. MATCH PROPOSED EXTERIOR CONDUIT ELEVATIONS WITH PROPOSED INTERIOR CONDUIT ELEVATIONS. (SEE ARCHITECTURAL DRAWINGS) CONDUIT TRENCHING DETAI, 1 1/2"=l I-oll 2 11-1 DE PL ,\—r !1 DEMOLITION SITE PLAN NORTH VLo U O O d- Lo M O Q 00 O V) r ~ Lo 00 , i o� cBrnc ' V >- o o s as =1 O y 0 c6 a o C D) y � W LLJ oW Q 0z c� z wo QQQo�W zv,Z w o L z ow L ��O w V- z O J cn W V1 0 0 0 Q Q r~ W U V) m2 J W W O Of } < it Fn LXLI Q VDU (Jn,2,po0,aLL' O 3W[2Lo -i- �,a�z�z Qzuaivi<oq,CL iLz,�awoLnFQo N _ W O -F U oz=O�LLI Lj oOwO w No ZLLJkZftf LLIX �cn N L i 0 Q W Q O Z W S W W D �ONU ENO J Li V)Qof EtQ z Q J z O 0 0 0 � O O O 00 N L) _ Q CD o Oa �z o � 0 v N w as z oa 0 ISSUE BLOCK Al CCD#2 04/21 /17 CHECKED BY: RWO DRAWN BY: LMD/CRE PROTO: LCC PROTO CYCLE: 01 /31 /17 DOCUMENT DATE: 02/16/17 RECORD DRAWINGS NOTICE THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF SGA DESIGN GROUP. THIS ELECTRONIC DOCUMENT IS RELEASED FOR THE PURPOSES OF REFERENCE, COORDINATION, AND/OR FACILITY MANAGEMENT. THIS DRAWING SHALL NOT BE CONSIDERED FINAL OR COMPLETE UNLESS IT IS SIGNED AND SEALED BY THE ARCHITECT. p;'o'o (4_14' SITE PLAN AND DEMOLITION SITE PLAN AERIAL SITE PLAN 1 "=30'-O" SITE PLAN (02 1/16"=1'-0" NORTH 1-A2 1 /16"=l'-O" SHEET: spi