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1 1 2 1 3 1 4 1 5 1 6 7 8 9 10 11 12 1 13 14 18 16 17 18 <br /> PLAN NOTES <br /> M <br /> DMSWN SRE M <br /> 2.0 OMIT <br /> 2.1 OMIT/ <br /> PERIMETER WALL BY OTHERS 2. . l0� N R 'D AIR ANO WATER LINES. IZE, - C T,6N�ANp <br /> CONCRETE CURD AND GUTTER <br /> STUB UP POINTS TO BE DETERMINED BY OWNER. <br /> ._ '.. <br /> .� =T PERIMETER BY OTHERS ELECTRIC DISTRUBUTION PANEL I DNISICN 3 CONCRETE <br /> _.` 3.0 8" THICK REINFORCED CONCRETE DRIVE SLAB, <br /> 1 ` I 3.1 12" THICK REINFORCED CONCRETE TANK SLAB. SEE E7 <br /> L �``� 13.13 3.2 CONSTRUCTION JOINT. SEE KID A2.1 <br /> 1 ` ► A21 L <br /> 13,12 <br /> �. 3.3 CONTROL JOINT, SEE DETAIL <br /> K13 <br /> A2.1 <br /> ° ` 3.3 RERITE <br /> 5.0 PREFABRICATED <br /> 42'-8" X 28'-0" STEEL CANOPY BY OTHERS. <br /> 1 I 5.1 CONCRETE FILLED STEEL PIPE CRASH HOOPS. (TYP. OF 2). SEEAID <br /> A6 1. <br /> 9.0 � 1 <br /> + 3,2 5.2 CONCRETE FILLED STEEL PIPE GUARD POST. (TYP. OF 3), SEE <br /> K 4 A10A6 K <br /> 3.3 - / DMSION 0 FINISHES <br /> 9.0 PAINT CANOPY, CANOPY COLUMNS, CRASH HOOPS AND GUARD POSTS PER <br /> OWNER'S REQUIREMENTS. <br /> 13.1 a I3.3 I / DIVISION 10 SPECIALTIES <br /> I 0 o O O I 1_ I / 10.0 PROVIDE PORTABLE FIRE EXTINGUISHERS PER U.F,C., 24, 20-13; C. <br /> 2.2 _ o I ` ' ,` LOCATE WITHIN 75' OF ALL DISPENSERS, COORDINATE WITH LOCAL <br /> 3.1 _ - - JURISDICTION, <br /> 0 <br /> 3.6 - ° ° ° I Q« � 3. �. / DMSION 13 SPECIAL CONSTRUCTION <br /> J 13 7 D I 00 ° �� „1 13.10 I 13.0 35,000 GALLON DOUBLE WALL FIBERGLASS UNDERGROUND DIESEL FUEL STORAGE <br /> �\` TANK. SEE SHEETS A2.1, A2,2. <br /> li <br /> M 13.1 151000 GALLON DOUBLE WALL FIBERGLASS UNDERGROUND UNLEADED GASOLINE <br /> 2"0 -� Y'' _ V / STORAGE TANK. SEE SHEETS A2.1, A2.3. I` <br /> 13.2 TWO PRODUCT DISPENSER WITH UNDER DISPENSER CONTAINMENT SUMP <br /> I - / (TYP, OF 2). <br /> 13.5 13.11 73,3 FUEL MANAGEMENT FLEET KEY READER SYSTEM, <br /> 99 ^ 0 _`_ � T , I 13.4 TRUCK BOTTOM LOADING ASSEMBLY FOR DIESEL FUEL. SEE HIS <br /> AS <br /> 7�� 'al13.9 <br /> 10.0 / /, / I3.5 3"0 PRIMARY UNDERGROUND FIBERGLASS DIESEL FUEL PIPING WITHIN 4"0 I� <br /> t..1 CANOPY COLUMN (TYP. OF 2) I P i 138 130 I FIBERGLASS SECONDARY CONTAINMENT. SLOPE 1/4" PER FT. MIN. TOWARDS TANK <br /> \ A 13.6 2"0 PRIMARY UNDERGROUND FIBERGLASS DIESEL FUEL PIPING WITHIN 3"0 H <br /> \\ 3.0 1\_ / FIBERGLASS SECONDARY CONTAINMENT, SLOPE 1/4" PER FT. MIN, TOWARDS TANK <br /> `-AC PAVING 50 hJ' L ( ,V / 13,7 2"0 PRIMARY UNDERGROUND FIBERGLASS UNLEADED GASOLINE PIPING WITHIN 3"0 <br /> 3.3 FIBERGLASS SECONDARY CONTAINMENT. SLOPE 1/4" PER FT. MIN. TOWARDS TANK <br /> _ /r"��•. 13.8 3"0 PRIMARY UNDERGROUND FIBERGLASS DIESEL VAPOR RETURN PIPING WTHIN <br /> TANKFIBERGLASS SECONDARY CONTAINMENT. SLOPE 1/4" PER FT, MIN, TOWARDS <br /> 13.9 FIBERGLASS GASOLINE VAPOR RETURN PIPING. SLOPE 1/4" PER FOOT MIN. <br /> 13.3 t /� TOWARDS TANK, REFER TO SITE PLAN FOR PIPE DIAMETER. <br /> 3.3 / , 13.10 3"0 FIBERGLASS TANK VENT LINES. SLOPE 1/4" PER FOOT MIN. TOWARDS TANK. I, <br /> G 13.4 - I 13.11 FREESTANDING TANK VENT RISER ASSEMBLY, SEE. A10 <br /> A3 <br /> r " iY I I 13.12 EMERGENCY PUMP SHUT OFF SWITCH. LABEL PER UFC AND LOCAL JURISDICTION <br /> REQUIREMENTS. <br /> 13.13 FREESTANDING AIR/WATER DISPENSER. LOCATE PER OWNER'S REQUIREMENTS. <br /> ///'�/�,.��r <br /> ILL <br /> Ac PAVING j <br /> � 1 F � <br /> „ <br /> ✓3 I <br /> E <br /> 11 E <br /> 1 <br /> J i! <br /> 3 <br /> yyo I 1 <br /> h r> k _-- ._.. L <br /> f I <br /> E/ / `�•+". 0) } jlr�-T) 1 9/01/99 REVISED PER FIRE DEPARTMENT COMMENTS CAM p <br /> °u 0 ❑ ❑ /0Ip1/�pl 1�/ 'N. I B/10/99 SENT TO CLIENT FOR PERMIT CAM0m ] h <br /> 'S•j cif 8/10/99 REVISED PER CLIENT FINAL COMMENTS CAM �. <br /> MARK DATE REVISIONS INITIAL <br /> PARTIAL SITE PLAN <br /> n U \\\ <br /> MAINTENANCE BUILDING 7 if1 <br /> mmu <br /> ote <br /> PRODUCT TANKS I <br /> o% AC PAVING <br /> a4 ' 120 FRANK WEST CIRCLE <br /> STOCKTON, CALIFORNIA <br /> ; M i <br /> P i <br /> I. <br /> Q N <br /> im <br /> TEICHERT <br /> i <br /> B A IL 13 <br /> L" ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES <br /> �� i .lLaJ 1137 N. McDOWELL BLVD. PETALUMA, CA 94954 (707) 765-1660 <br /> pw W <br /> 0 50 10 20 30 40 DESIO GYtpuV INC JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER <br /> j <br /> U <br /> w, <br /> PHIL REVIEW INITIAL DATE DATE: <br /> 4 05AUG99 <br /> ¢' PRELIMINARY <br /> PLANNING DR. BY: CAM I <br /> X <br /> A �� STEEL BID­ <br /> 6 <br /> '. <br /> o SCALE: 1 8'=1'-0" BIDo PERMIT , APPR.: Ix p'I <br /> z --- --- - 2 ✓ ` A <br /> . --- - -- _- ._ GENERAL BID <br /> RHL N 9244.40 <br /> L Al PARTIAL SITE PLAN-PRODUCT TANKS PERMIT REV'S <br /> _. <br /> CONSTRUCTION <br /> SHEET <br /> Oo not use drowin9 A <br /> p <br /> for consUuctloo <br /> 1 L/ <br /> unless Intlaled. <br /> 2 3 2 <br /> - 4 5 B 7 - 8 9 10. 11 12 13 14 15 18 - 17 18 <br />