Laserfiche WebLink
rum ml= Mr <br /> CuENT: <br /> bp01 <br /> CA.1 <br /> r <br /> 12'-4" 30'-0" 12'-4" <br /> s <br /> OF MPD & COLUMN E OF MPD & COLUMN <br /> LINE OF CANOPY F CE ABOVE______________ r <br /> 1 ----------------, <br /> I I <br /> 1 I <br /> I I <br /> I I <br /> co I <br /> 04 <br /> Ac <br /> + + 1 <br /> ❑ ❑ ❑ ❑ ARCO <br /> 0 1 <br /> 1 A I <br /> `¢ I /' CA.1 ✓ `ti BP WEST COAST PRODUCTS,LLC <br /> 0 I EJ \ EJ EJ I <br /> I I <br /> CONDUITS IN � �� I <br /> j I COLUMNS, SEE I I <br /> I ELECTRICAL w <br /> 1DRAWINGS (TYP.) 01 <br /> 6HICK, 5,500 PSI, <br /> REINFORCED CONCRETE DRIVE <br /> I > SLAB w/ #4 BARS Co, 18" O.C. <br /> 1 0 EACH WAY AT SLAB ID-DEPTH 0 I ey <br /> <c (REFER TO SOILS REPORT) ® � <br /> w w <br /> 0 1v Cl <br /> C) A.1 Q I <br /> I �I � G� <br /> Li <br /> 07 BUMPER POST, TYP. o I <br /> 1 U 6 PLCS. z l W 18215 72ND AVENUE SOUTH <br /> I o f _ <br /> J f J I KENT, WA 98032 <br /> CONTROL JOINTS i i 1 <br /> w - B TYPICAL UNLESS j (425)251-8782 FAX <br /> 02 s I -' CA 1 OTHERWISE NOTED 03 <br /> CA.1 CIVIL ENGINEERING, LAND PLANNING, <br /> CA.i i CJ M CJ CJ ;2: <br /> W SURVEYING, ENVIRONMENTAL SERVICES <br /> 34 �—'—� <br /> I ❑ 1 0ry <br /> NO. DATE REVISION DESCRIPTION <br /> _ BUMPER POST, TYP. L <br /> f - 8 PLCS., SEE TANK DWGS III 09/18/16 BUILDING PERMIT SUBMITTAL <br /> I I <br /> i I z <br /> i <br /> 1/2" EXPANSION I GENERAL NOTES 0 3 <br /> i w JOINT (TYP.) s 4 <br /> 0 <br /> j 1 1. DOWNSPOUTS ARE DESIGNED TO BE TIGHT-LINED TO THE SITES UNDERGROUND STORM DRAINAGE SYSTEM; 0 <br /> 1 I REFERENCE CIVIL DRAWINGS FOR CLARIFICATION. <br /> I B B I <br /> Q <br /> 1 CA.1 CA.1 j 2 <br /> EACH WAYSHALL BE 6" THICK, " .B500 PSI, REINFORCED CONCRETE DRIVE SLAB w/ #4 BARS @ 18" O.C. <br /> AT SLAB MID DEPTH OVER 6CRUSHED ROCK (AB BASE) OR AS SPECIFIED IN SOILS REPORT <br /> I I 8Q <br /> z i I FINISH SHALL BE A MEDIUM BROOM PERPENDICULAR TO ISLAND LAYOUT w/ EXPANSION AND CONTROL <br /> 12 1 <br /> 3" DIA. DOWNSPOUT, SEE JOINTS AS SHOWN. PORTLAND CEMENT CONCRETE FLEXURAL STRENGTH OF 550 POUNDS PER SQUARE 0 <br /> o I CIVIL FOR CONTINUATION, i INCH (psi); 28-DAY COMPRESSIVE STRENGTH OF 5,500 psi. "AB" SHOULD MEET THE REQUIREMENTS FOR <br /> v 1 _ TYPICAL OF 4 A j CALTRANS CLASS 2AB, PER SOILS REPORT PAGE 13. A <br /> CA.1 i i O <br /> o I EJ EJ ! EJ I 3. CANOPY CONTRACTOR SHALL PROVIDE DOWNSPOUTS AND CONDUITS FOR LIGHTING, SIGN, MUSIC SYSTEM, S L. <br /> 1 T__ I CCTV AND SOLAR IN COLUMNS WHERE SPECIFIED. COORDINATE WITH GENERAL CONTRACTOR FOR EXACT <br /> F I �` �i �\ �i I LOCATION OF CONDUITS, AND HAND HOLES PRIOR TO FABRICATION. SEE ELECTRICAL DRAWINGS. <br /> SHOP FORMED a, I _ _ I OF C,q�'� <br /> PRE-FINISHED 22 I 4. EACH PAIR OF ISLANDS HEIGHTS SHALL BE THE SAME. <br /> GA METAL COPINGj ® 1 1 12 i ,c;P DANIEL BRIAN <br /> 0 � I 5. ISLAND FORMS SHALL BE PAINTED BP WARM GREY; ICI #A1860 "GREY MOUNTAIN". � , GdA,LWIN 7 <br /> ao I I r) n <br /> C-18865 <br /> 1 ILLUMINATED DISPENSER I I 6. PAYMENT ISLAND CASHIER (P.I.C.) UNITS DEPICTED ARE GEN III FRONT LOAD DOUBLE SIDED UNITS. <br /> I -- VALANCE TYP. EA. v <br /> POLYSTYRENE CAP o 1 f 1 DISPENSER (6 TOTAL) v f~ I <br /> 7. SEE SHEET CA.3 AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND IN COLUMN ELECTRICAL CONDUIT 'S+;, REN. 8/31/17 �4 <br /> 1 i I AND LIGHTING INFORMATION.00 <br /> USED ARG \ <br /> I 1 I <br /> 1 I 8. GRADE BREAKS AT CONCRETE DRIVE SLAB SHALL OCCUR WITHIN DRIPLINE OF CANOPY. SEE GRADING PLAN <br /> o FOR SLAB DRAINAGE ISOLATION AND OIL/WATER SEPARATOR. <br /> ILINE OF CANOPY FACE ABOVE <br /> —————————————————— ———————————————————————————————————————————— ————————————————� <br /> 1'-0" <br /> I <br /> 54'-8" 0/0 CANOPY FRAMING <br /> CANOPY COLUMN, REFER TO <br /> STRUCTURAL <br /> 56'-8" DRIVE SLAB <br /> .41 <br /> DEVELOPMENT INFORMATION: <br /> ARCO NTI <br /> 20 GA. ZEE CHANNEL <br /> SURROUND @ 48" O.C. 04 3000 am/pm <br /> VERTICALLY CA.1 1/4" DEEP PETROLEUM RESISTANT SEALANT <br /> CAN <br /> iI FUEL CANOPY <br /> O ' SLAB PLAN BUILDING SIDE " / PUS <br /> 1/2" PLYWOOD, OVER <br /> SCALE: 3/16" TOOLED TO 1/4' RADIUS IF PLASTIC INSERT <br /> = l'-O" <br /> IS NOT USED <br /> 20 GA 3" MTL STUD, <br /> SITE ADDRESS: <br /> BACKER ROD PER MANUFACTURER'S SPECS ESCALON AVENUE <br /> 7/8" STUCCO OVER METAL LATH <br /> N — — — @ HIGHWAY 120 <br /> JOINT FILLER ESCALON,CA <br /> POLYSTYRENE CAP <br /> INTERRUPT REINFORCING AT JOINT (AS FACILITY TBD <br /> TRASH APPLICABLE) <br /> RECEPTACLEDESIGNED BY: ALLIANCE Z&DM: <br /> THICKENED SCAB WHERE OCCURS, SEE <br /> THICKENED SLAB EDGE CHECKED BY: BP REPM: <br /> DRAM ®Y: ALLIANCE PM: <br /> d— a <br /> f: <br /> VERSION: PROJECT Na f <br /> i� <br /> 1/4- DEEP PETROLEUM RESISTANT SEALANT 7223 <br /> BRICK VENEER, REFER TO <br /> BURKE U-SEAL 3204 OR EQUAL <br /> BUILDING SPECS DRAWING TITLE: <br /> 1-1/2- OR 1/4 — TOOLED TO 1/4- RADIUS <br /> SLAB DEPTH <br /> CANOPYSLAB <br /> BACKER ROD PER MANUFACTURER'S SPECS PLAN & DETAILS <br /> ' — — <br /> • .. ' SHEET NO: <br /> 11 1/2" 11 1/2 REINFORCING CONTINUES ACROSS JOINT (AS <br /> WINDSHEILD OCCURS) <br /> SQUEEGIE <br /> AdVAL <br /> CANOPY COLUMN CSI SH/ WNDSHIELD CADDY TOOLED CONTROL JOW <br /> SCALE: 1/2" = 1'-0" SCALE: 3/4" = V-0" (OR SAWCUT) CA02 <br />