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TRANSPORT PAD AT DRIVE GRADE <br />11 <br />A2.00 <br />3" <br />I <br />I <br />REF. 41A2.00 - TYPICAL JOINT DETAIL <br />TANK PAD (LEVEL) __ <br />—x 4" CHAMFER OR TOOLED EDGE, <br />TYP. ALL AROUND <br />FINISH GRADE — <br />d <br />x a A e a ° an d 1 i €I <br />I <br />I <br />4" COMPACTED CRUSHED STONE <br />FIRM SUBGRADE <br />aa TYPI AL SECTION THROUGHIPADS <br />-- — 1 5 P.T. WOOD POST SLEEVED <br />(jVER STEEL POST <br />VERT. WOOD SPACER @ <br />POST <br />Ix8 HORIZ. WOOD SLAT, <br />f',ASTENED W/COUNTERSUNK <br />I'STL SCREWS@ TOP AND <br />POTTOM, TYP. <br />'11/2" GALV. STEEL POST <br />tiV/1/4" DIA. THRU-BOLTS <br />co <br />EXIST. CONC. WALK <br />FRADE @ SIM.) <br />b FINISH FLOOR 1 ! <br />U 0" <br />AV <br />T CLR. BETWEEN WOOD <br />POST, EXIST. FIN. GRADE <br />— � .� � :n as • � , a ; <br />15" DIA. CONCRETE <br />o FOOTING <br />.,q <br />®ETA1 AT TYPI POST <br />IRETHANE SEALANT - <br />ROVED <br />AMAR" <br />2" REINFORCING CLEARANCE <br />� i � , �. �'. 11•� � ; � i, � ICI � � � t'' ` <br />PEI <br />*NOTE: NITROGEN TANK <br />AND ASSOCIATED ; <br />PIPING/MECHANICAL BY _ <br />OTHERS <br />4'-0" <br />NITROGEN TANK6-1 <br />— <br />3 <br />14'-8" <br />13°-11 1/2" <br />/ Z-0" CLR <br />5'-4" <br />4'-7 1/2" � 6 <br />4'-V 4'.0" BOLLARD <br />REF. 7/A1.00 <br />\ 2' 0" CLR 2'-0" CLR % <br />2x8 CEDAR CAP SLOPED 114:12" MIN. <br />v / 10'-111/2" <br />1 U-6 1/2" <br />5X5 POST / <br />N <br />EXISTING PAVEMENT <br />EXISTING PAVEMENT <br />BASE <br />8" CONCRETE SLAB <br />#4 REBAR @ 12" 0.0 MID <br />DEPTH OF SLAB <br />3/4" PVC WEEP HOLE 2' O.C. <br />4" GRAVEL BASE <br />FOUND GRAVEL BASE ON <br />COMPETENT SOIL <br />6" WIDE STEM WALL AND <br />18" WIDE FOOTING <br />.Img i 1 1010 W1 R! � `I <br />1/2" = 1"-0" <br />CONCRETE FILL - SLOPE <br />TOP FOR DRAINAGE <br />CONCRETE <br />FOUNDATION 3,000 PSI - <br />SLOPE FOR DRAINAGE <br />GRADE <br />II <br />1/2" = 1"-0" <br />a" Dia. HEX NUT - ZINC "rl <br />4. <br />PLATED STEEL <br />STANDARD WASHER -,U Ie <br />ZINC PLATED STEEL <br />TANK BASE PLATE - 4" OR 2- #5 REINFORCING <br />8" TICK WITH 4(x)16' Dia. -18" DIAMETER 16" LAP .-..� I I A �4 '° <br />1-5/8" MAXIMUM PROJECTION HOLES. <br />SET BASE ON CONCRETE a <br />OR USE SHIMS UNDER . e <br />BASE <br />HILTI KWIK BOLT TZ <br />® �l EXPANSION ANCHOR ZINC <br />3-1/8" MINIMUM EMBEDMENT ® PLATED STEEL -8" Dia, x l ( I <br />4-3/4" LONG I <br />RECOMMENDED° <br />d1 INSTALLATION TORQUE _ <br />' < 60 ft. Ibs Z-0" <br />DIAMETER <br />9 <D <br />6" Dia. x 3-3/4" DEEP <br />® < DRILLED HOLE IN <br />Z. ® CONCRETE PAD <br />9 <br />1 I RO ULK TANK ANCHOR1NG DETAIL zSTANDARD OLLARD DETAIL <br />3D <br />„ = 1''-0°° 1/2" = 1„_000 <br />I Q�) <br />6" Dia. x 9'-0" Lg. SCHEDULE 40 <br />STANDARD Wt. PIPE <br />4'-6" <br />5'-0" <br />CONCRETE PAD - PLAN <br />1/4 = I'0_01. <br />�8'-10 1/2" 9'-7" <br />a � � <br />1X8 REDWOOD PLANKS @ 5" <br />HORIZONTAL. USE S/STL. SCREWS, <br />COUNTERSUNK. FINISH PLANKS AND <br />n Pl C`TC` 1AM-1 CAM C'CAI CM - <br />7 Ill"i! s �' I <br />i I <br />1/2" = 1 "-0" <br />1X8 REDWOOD PLANKS @ 5" <br />HORIZONTAL. USE S/STL. SCREWS, <br />COUNTERSUNK. FINISH PLANKS AND <br />A I le',1 CAM ClC AI CM <br />1/2" = 111-0" <br />EGIST'ERE <br />ARCHITECT <br />Li <br />CD <br />co <br />LLJ <br />co <br />N <br />Lu <br />INN <br />PROJECT NO.: <br />19164 <br />PROJECT IVIGR.: <br />TB <br />DRAWN BY: <br />EJH <br />CHECKED BY: <br />AJ <br />DET ®LS <br />Al 000 <br />JACKSON I MAIN ARCHITECTURE P.S. © 2018 <br />