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14'-8"10'-8" <br />1% <br />SLOPE 4'-8"9'-4"8"125TYPA1.414A1.416445TYP6TYP.3TYP.3TYP.9TYP.+6'-0"T.O. CMU WALL10A1.426A1.420'-0"T.O.SLAB8A1.427A1.42+6'-0"T.O. CMU WALL10A1.425A1.41A1.4125TYP5TYP5TYP46TYP.89910111-5/8"x8"x16" CONCRETE CAP1/2" TWO-COATCEMENT PLASTERMIN. CONCRETE STRENGTH(f'c) SHALL BE 2,500 PSI3' - 6"(CENTER WITH WALL)CONCRETE SLAB ON GRADE PERPLAN(2) #4 REBARCONT. AT TOP8"X8"X16" CONCRETEMASONRY UNIT, (SOLID GROUTALL CELLS 1,500 PSI, TYP.)#3 DOWEL @SPACINGTO MATCH SLAB REINF.INSTALL W/ SIMPSON"SET-XP" EPOXY (6" EMBEDINTO FOOTING)12"MIN.4" THK SAND24"ROUGHEN SURFACE TO 1/4"MIN. AMPLITUDE, TYP.SLAB REINF. PER PLAN(MID DEPTH OF SLAB)#5 @ 16" O.C. (T&B)(4) #5 (T&B) TYP.18" MIN 6' MAX #5 REBAR, VERTICAL AT16" O.C., W/ 90 DEGREESTANDARD HOOK INTOFOOTING (ALTERNATEHOOK DIRECTION)#4 REBAR, HORIZONTALAT 24" O.C.2"#5 REBAR, VERTICAL AT16" O.C., W/ 90 DEGREESTANDARD HOOK INTOFOOTING (ALTERNATEHOOK DIRECTION)#4 REBAR, HORIZONTALAT 24" O.C.6' MAX <br />2"(2) #4 REBARCONT. AT TOP#3 DOWEL @SPACINGTO MATCH SLAB REINF.INSTALL W/ SIMPSON"SET-XP" EPOXY (6" EMBEDINTO FOOTING)24"SLAB REINF. PER PLAN(MID DEPTH OF SLAB)4A1.420'-0"T.O.SLAB1A1A3B2B1TANK ENCLOSURE PLAN3/8" = 1'-0"6SIDE TANK ENCL. ELEVATION3/8" = 1'-0"4REAR TANK ENCL. ELEVATION3/8" = 1'-0"2FRONT TANK ENCL. ELEVATION3/8" = 1'-0"5TANK ENCLOSURE SECTION3/8" = 1'-0"A1.41TANK ENCLOSURE <br />FOR REFERENCE ONLY <br />AS NOTED 2.REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION3.REFER TO THE FOLLOWING SHEETS FOR ADDITIONAL INFORMATION:A1.30 - ARCHITECURAL SITE PLANA1.52 - ENCLOSURE DETAILS.A6.20 - MATERIALS AND SCHEDULES1.TANK ENCLOSURE SHALL COMPLY WITH THE FOLLOWING:A.CONSTRUCTED OF REINFORCED MASONRY WITHOUT WOODEN GATES, AND WALLSHALL BE AT LEAST 6 FEET HIGH.B.THIS DESIGN IS FOR A FREE-STANDING, NON-RETAINING CONDITION.C.8" CMU WALL SOLID GROUTED - MEDIUM WEIGHT BLOCK, INSTALLED WITHOUTSPECIAL INSPECTION.D.PROVISION OF CONCRETE SLAB FLOOR.GENERAL NOTESKEYNOTES3PROVIDE PVC SLEEVES IN CONCRETE TYP. REF. DETAIL 7/A1.4251/2" CEMENT PLASTER SMOOTH FINISH OVER 8" X 8" X 16" CMU BLOCK WALL6HSS 4" X 4" X 1/4" POST7NOT USED8(3) HEAVY-DUTY METAL HINGE, CONTINUOUSLY WELDED TO GATE AND JAMB TUBE.9METAL GATE 3"X4"X1/2" HSS WELDED WITH MITERED CORNERS. PROVIDEVERCO 1 1/2" METAL DECK 16 GA. PAINTED. PROVIDE ARC SPOT WELDS AT 16"O.C(PAINTED)103/16" METAL PLATE WITH SLIDE BOLT ASSEMBLY WELDED IN PLACE.11CANE BOLT AND CANE BOLT RECEPTACLE.1HEALY TANK (UNDER SEPARATE PERMIT)2FUEL VENTS (UNDER SEPARATE PERMIT)46" CONCRETE CURB SEE CIVILLEGEND1AMATERIALFINISHMATERIALSFINISHES1-1/2" CEMENT PLASTER OVER 8" X 8" X 16" CMU BLOCK WALL. PROVIDE GRAFFITIRESISTANT COATING.MANUFACTURER: LA HABRA STUCCO A LIGHT DASH. MACHINE APPLY2--ASHERWIN WILLIAMS - SW9132 - "ACACIA HAZE"-BSHERWIN WILLIAMS - SW7048 - "URBANE BRONZE"HSS 4X4X5/16 POSTFOR REFERENCE ONLY3883 Ruffin Road Suite B <br />San Diego, CA 92123 <br />p: 714/560/8200 <br />f: 714/560/8211 <br />www.tait.com <br />Since 1964 Los Angeles <br />Anaheim <br />Ontario <br />Sacramento <br />San Diego <br />Boise <br />Dallas <br />Denver <br />Seattle <br />©"TAIT & ASSOCIATES" 2020 ALL RIGHTS RESERVED <br />Job#: <br />Scale: <br />Date: <br />Drawn By: <br />Checked By: <br />Rev. #Date DescriptionSHEET:7-ELEVEN, INC. <br />3200 HACKBERRY, IRVING, TEXAS 75063 <br />SE1237 <br />7-ELEVEN 1046249 <br />1110 N. MAIN ST <br />MANTECA, CA 95336 <br />TICOFALCC 1 9 0 9 1L <br />11 / 21EXPIRESETSTAFOIA <br />N <br />R SNI <br />C <br />E <br />EDCHRAIETA <br />EN <br />FR <br />JR.EK <br />ALLPNSI3-METAL GATE