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2 CRESTWOOD AVE. „ <br /> CA1 <br /> 152'-8" CANOPY <br /> (SEE STRUCTURAL DRAWINGS BY LANE SUPPLY, INC) 1'-0" <br /> 10'-4" 3'-4" 28'-10" 3'-4" 28'-10" 3'-4" 28'-10" 3'-4" 28'-10" 3'-4" 10'-4" P I&L I <br /> I <br /> EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. DESIGN ESIGN <br /> � ---- <br /> _---_— Architectural <br /> Solutions Group <br /> ETYP. OF 20 IJ IJ EJ EJ EJ EJ EJ EJ EJ EJ 11 <br /> I I I I I I I I I I 2455 Bennett Valley Rd.Suite A-102 <br /> I I I J I J Santa Rosa, CA. 95404 <br /> CJ �J O CJ CJ CD�I CJ CJ ��l ��� -CJ CJ J��1- 1 CJ -CJ O I CJ <br /> � �� �� <br /> N <br /> o CJ ° CJ CJ ° CJ <br /> O PFS <br /> SED RC <br /> I I JA I I °� <br /> 20A <br /> TYP. 9 <br /> - 504 <br /> 8 REN. 1/31/19 <br /> a_ <br /> m - - - I I - - - - - - —EJ- —EJ- - - - - - - <br /> � EJ- —EJ- — —EJ- —EJ- — —EJ- I I —EJ- —EJ- I I —EJ— E=L <br /> Ld 70, <br /> z TYP. OF 10 gTYP. OF 4 <br /> 11: <br /> OFCAIFO <br /> 13'-0" 32'-2" 32'-2' 32-2 32'-2" 12'-0„ Seal <br /> p � <br /> �\P <br /> a (n TYP. I I TYP. I I T P. I I TYP. I I 0 TYP. I I TYP. J <br /> U Z EJ EJ IJ EJ EJ CJ EJ EJ CJ EJ EJ I } CJ EJ EJ <br /> b a l k- _ � 20A k_ - - 20B � � ~ ca bp <br /> apo I I I I SD1 SD1 I I I I I I W <br /> I I I I I I I I I I n <br /> Q I I I I I I I I I I I <br /> 4 <br /> CA1 j - - - —EJ- - - - O - - - - - - —EJ- - - - - - - —EJ- - - - - - - - - - - - - —EJ- - - - - - - —EJ- - - - - - - - - - - - - —EJ- - - - -- - - - —EJ- - - - - - - - - - —EJ- - - - - - - —EJ- - - - - - - O - - - —EJ— - - - <br /> I I 3 <br /> I CA1 <br /> I <br /> UJ12 I <br /> UJ - 6" THICK REINFORCED - - - - <br /> CONC DRIVE SLAB W/ #4 1 41 <br /> SD1 LJ <br /> O I BARS ® 18" O.C. EACH <br /> C J WAY, SEE CIVIL DRAWINGS Ci Ci Ci <br /> CJ k o 1 —�0l —CJ CJ 0 Q CJ CJ � w CJ CJ O -F j C� �J j-Q j p 1 CJ <br /> EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ <br /> � O � <br /> J <br /> Q <br /> O <br /> BUILDING SIDE O <br /> CA1 1 2 Cn <br /> 1 GAS <br /> �T�TION CANOPY & DRIVE SLAB PLAN 0 W <br /> SCALE: <br /> w o <br /> REFERENCE <br /> CD <br /> z_ <br /> 121'-0" CANOPY <br /> J <br /> (SEE STRUCTURAL DRAWINGS BY LANE SUPPLY, INC) , „ O KEY NOTES DISP. CANOPY m <br /> 33'-0" 33'-0" 33'-0" - <br /> J <br /> Q <br /> (N) CARWASH BUILDINGO 2 <br /> CA2 1. CANOPY FASCIA, SEE STRUCTURAL DRAWINGS. z <br /> 2. EDGE DRIVE SLAB, SEE CIVIL DRAWINGS. Lo <br /> Lu <br /> N Z 3. PUMP NUMBER, ALL FIXTURES TO ALIGN Q N <br /> w } O \ <br /> a 4. INSTALL FIRE EXTINGUISHER CABINET PER DETAIL ON SHEET G.0.5. o <br /> - RAISED CONC. WALK <br /> LOU) in O 5. (N) MULTI-PRODUCT DISPENSER SET TO GRADE (TYP. OF 9) (SEE Q 0 0 0 0 0 0 0 <br /> LO Z FUEL DRAWINGS FOR DETAILS). <br /> 00 <br /> �0 } J <br /> o p_ 6. CANOPY COLUMN PER STRUCTURAL AND 12/SD1. <br /> C14 e"N r <br /> N < N 7. COLUMN CLADDING; SEE 16/SD1. <br /> M Z ` <br /> 8. SLAB JOINTS, SEE 20/SD1. <br /> CD <br /> I Cr @K�_ <br /> 24 TYP. OF 4 4 <br /> TYP. F 4 <br /> CA2 9• CANOPY DRAIN. SEE CIVIL FOR CONTINUATION (TYP OF 4) <br /> �I ? in 10. CLEARANCE SIGN - CENTERED ON DRIVE AISLE (TYP. OF 2). <br /> 04 oo <br /> 11. (N) 6"0 STRAIGHT BOLLARD, 36" HIGH. SEE 8/SD1 AND SHEET G.0.5. <br /> QOf (TYP. OF 20). O W <br /> (10 I w <br /> Q Z <br /> 0) w <br /> L <br /> W <br /> CL > c) <br /> z O Q <br /> F- (N) AC PAVING, SEE LO <br /> LO <br /> 0 <br /> 25 20 CIVIL DRAWINGS---,,,,,,,j25 O KEY NOTES - VACUUM CANOPY z m0 <br /> o Q <br /> U <br /> OD TYP. M <br /> CA2 LJJ <br /> � 20. CANOPY FASCIA, SEE STRUCTURAL DRAWINGS AND CA2 <br /> zz 21 TYP. OF 2 Q p 3 <br /> z = 21. (N) CUSTOMER'S VACUUM PARKING STALL. (TYP. OF 11) O W W W <br /> z <br /> 1 VACUUM CANOPY & AC PAVING PLAN �/'� <br /> 22. CANOPY COLUMN PER STRUCTURAL AND 12/SD U VJ <br /> 0 z <br /> Q SCALE: 3/16"=1'-0" REFERENCE 23. COLUMN CLADDING; SEE 16/SD1. <br /> CQC <br /> D24. CANOPY DRAIN. SEE CIVIL FOR CONTINUATION (TYP OF 4) O Z L <br /> 1/4" DEEP PETROLEUM <br /> = RESISTANT SEALANT 25. CLEARANCE SIGN. (TYP. OF 2).STRAIGHT IPE W Q <br /> / 6 BOLLARD FI LLED <br /> Q TOOLED TO 1 " RADIUS IF <br /> I PLASTIC INSERT <br /> o WITH CONCRETE p3'-6 <br /> 1/2" IS NOT USED (EXTENDED DEPTH) <br /> w 10 <br /> PAINT TOP 1/3, BP DISPENSERS <br /> m BACKER ROD PER YELLOW(M MANUFACTURER'S SPECSAT GRADE <br /> z JOINT FILLER o DRIVE�� THICKENED SLAB 6 PAINT BOTTOM 2/3, ro <br /> SLAB Project Number <br /> WHERE OCCURS BP PEARL <br /> % A EXPANSION JOINT - EJ TORMATCEE �ABUILDING T PLASTER - 6 SPA16002.0 <br /> U I ma <br /> "BURKE" PETROLEUM J ° <br /> N <br /> Q RESISTANT SEALANT ° ° <br /> �I <br /> 3.4 GALV. METAL LATH a \ \ \ \ \ \ \ \ \ \\ Sheet Name <br /> o TOOLED TO 1/4" RADIUS - a �� /\/�`\�/\\//\\/ /\\//\\//\\//\\//\\//\\ \o////\\�j�///�// SITE DETAILS <br /> 0 1-1/2" OR 1/4 IF PLASTIC INSERT 5 \/\/ \/\/\/\/\/\/ a /\/ <br /> � SLAB DEPTH 1/4" IS NOT USED 1/2" FIRE RATED OR FIRE ox <br /> Q TREATED PLYWOOD SHEATHING I /\ \/ \ \ \ \ \ \ <br /> w ap cn ;//\// \//\//\//\//\//\/ <br /> = REFER TO <br /> M <br /> BACKER ROD PER c� <br /> m a METAL FRAMING 6 DETAIL 19/AS2 NATIVE SOIL <br /> � MANUFACTURER'S SPECS <br /> J w FOR \/\\ ° <br /> o > ACCESSIBILITY ;//\// \//\//\//\//\//\/ \/ <br /> M %/\/\ / / /\/O\\/O/\/\\ / / / /\O\O\\� <br /> UQ %\% /\ %\ % % % �\% \ <br /> w TOOLED CONTROL JOINT - CJ \ \ \\ \ \\ \\\\\\\\\ " <br /> g 1 -3 O MIN. Sheet Number <br /> z <br /> w <br /> z 2,500 PSI CONCRETE FOUNDATIONS SHOWN ARE <br /> w <br /> w <br /> RETE JOINTS COLUMN CLADDING DISPENSER ELEVATION BOLLARD DETAIL <br /> *� �� <br /> 16 SCALE: 3"=1'-0" 12 SCALE: NTS " SCALE: NTS <br />