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1DUMPSTER ENCLOSURE PLAN3/8" = 1'-0"CANE BOLTSLEEVE TYP.HSS 4X4X5/16GATE POST TYP.W/ FOOTING PERDETAIL 1/A1.42CEMENT PLASTER OVER CONCRETE WALL,ON BOTH SIDES OF WALL, SEE ELEV.4" THK CONCRETE SLAB W #3REBAR @18" O.C EACH WAY8"X8"X16" STANDARD CMU TYP.9'-0" <br />CONCRETE APRON 5'-0"CLEAR15'-9"6"6"8'-0" <br />14'-4" <br />4'-0"9'-8" <br />14'-4"14'-8"6SIDE DUMPSTER ENCL. ELEVATION3/8" = 1'-0"8SIDE DUMPSTER ENCL. ELEVATION3/8" = 1'-0"4REAR DUMPSTER ENCL. ELEVATION3/8" = 1'-0"2FRONT DUMPSTER ENCL. ELEVATION3/8" = 1'-0"3 C.Y.RECYCLINGONLY (PROVIDEDBY OTHERS)3 C.Y.RECYCLINGONLY (PROVIDEDBY OTHERS)3 C.Y.RECYCLINGONLY (PROVIDEDBY OTHERS)2% SLOPETYP.2% SLOPETYP.5" THK CONCRETE SLAB W #5REBAR @12" O.C EACH WAY5"12'-6" HOLD8"13'-4"5"8"6"8A1.427A1.42PROVIDE 3/4" PVC SLEEVESIN CONCRETE. TYP.CANE BOLT AND CANEBOLT RECEPTACLETYP.HINGE, WELDED(3) PER POSTTYP.HSS POSTTYP.HSS POST, PAINTEDT.O. ENCLOSURE6'-0"±0'-0"(DRIVEWAY)METAL GATE 3"X4"X1/2" HSS WELDED WITHMITERED CORNERS. PROVIDEVERCO 1 1/2" METAL DECK 16 GA. PAINTED.PROVIDE ARC SPOT WELDS AT 16"O.C(PAINTED)1A2B±0'-0"(SIDEWALK)6'-0"T.O. ENCLOSURELANDSCAPE-REFER TO CIVIL1A(DRIVEWAY)±0'-0"APRON - REFERTO CIVIL6'-0"T.O. ENCLOSURE1A(DRIVEWAY)±0'-0"APRON - REFERTO CIVIL6'-0"T.O. ENCLOSURE1-5/8"x8"x16" CONCRETE CAP1/2" TWO-COATCEMENT PLASTER6"CURBMIN. CONCRETE STRENGTH(f'c) SHALL BE 2,500 PSI3' - 6"(CENTER WITH WALL)6' MAX <br />CONCRETE SLAB ON GRADE PERPLAN(2) #4 REBARCONT. AT TOP#5 REBAR, VERTICAL AT16" O.C., W/ 90 DEGREESTANDARD HOOK INTOFOOTING (ALTERNATEHOOK DIRECTION)#4 REBAR, HORIZONTALAT 24" O.C.8"X8"X16" CONCRETEMASONRY UNIT, (SOLID GROUTALL CELLS 1,500 PSI, TYP.)#4 REBAR, CONT.#3 DOWEL @SPACINGTO MATCH SLAB REINF.INSTALL W/ SIMPSON"SET-XP" EPOXY (6" EMBEDINTO FOOTING)NON-SHRINK (5,000 PSI)MIN. GROUT OR CMUCAP2" <br />12" <br />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 <br />CONCRETE SIDEWALK (PERLANDSCAPE)7ENCLOSURE SECTION3/8" = 1'-0"2A1.424A1.4217A1.423A1.427A1.406A1.421AA1.406A1.404A1.408A1.4023BTRASH ONLYRECYCLING ONLY10A1.4210A1.4210A1.42A1.40DUMPSTER ENCLOSURE & DETAILS <br />3883 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 />NR SNI <br />C <br />E <br />EDCHRAIETA <br />EN <br />FR <br />JR.EK <br />ALLPNSI2.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 NOTESLEGEND1AMATERIALFINISHMATERIALSFINISHES1-1/2" 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 POST3-METAL GATE