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(2) 15/16" x I 1/I6' LONG 5LOT3 24 1/2" W <br /> FOR /16"X 1 BOLTS % Z <br /> J o _ <br /> 0 <br /> FOR I" CONWfTS ® # 07 <br /> 36" DIA. DUAL-PORT 44 ® IbK O.C. kWAY� W `• <br /> „ MANHOLE �..: 0) <br /> o CENTER OF BLAB � f Ig�j <br /> c � - - OPW 6337 000 fD <br /> 1�#- P PILL GAP CO <br /> 10 . <br /> OPW 6337 <br /> FILL ADAPTER- - OD <br /> I <br /> 10 VT 10112. <br /> 21, <br /> DISPENSER BASE TOP VIEW <br /> 21• ! ! o <br /> 1, 4" O R15ER— " � \ <br /> I <br /> 6 SAND i 6 \ l <br /> `L OR PEA GRAVEL PE \ <br /> I � / <br /> �I <br /> I � " SAND w <br /> I <br /> I A GRAVEL <br /> 1 - FRONT ELEVATION SIDE ELEVATION --, - <br /> .•• 12" 9T" 1 9TH <br /> � \I L 2.. 12" � 12 <br /> DIPENEER MODELNRTH USA ERiFY LEVEL <br /> - -----_J - -_- ^k- REPR-f1 'NOTESENTITIVE TCR 5T F GFW bl B>p_ _ - -- E - <br /> '+ <br /> 1 1/2" 5_ P Y UNIONTO <br /> N5T LLATION OF ROD�K IPINv <br /> D15PEN5ER BASE ELEVATION AT DISFEN5ER W-IPS LEVEL „A 50 <br /> EMCO-WHEATON - <br /> GAURDI AN <br /> HIGHLINE 1115 51NGLE HOSE DIESEL DISPENSER 5 UNDERGROUND 57ORAOE TANKS GROSS SEGTION <br /> —a4 RE-BAR CONT 2" DOWN --" - <br /> 6 3/8' RADIUS 9 Ib" 00, EACH WAY BOTTGM OF TANK i I --\\ \ <br /> v4 - --. - ._. - <br /> \I STOP EACH SIDE OF JOINT — <br /> LCW END - L1 OF TANK <br /> -6" CONCRETE — 1 ..�-_ <br /> b2" THICK EXPANSION JOINT Z <br /> W/ PETROLEUM RESISTANT SEALER (55 SHEET 5D-I) 0 I )TI � OF tANIK <br /> __ 1/2" THIGK EXPAN5ION �CINT <br /> W/ PETROLEUM RESISTANT 1 I 1 1 f <br /> y._II 111 PER PLAN SEALER <br /> q V <br /> III=III: d ! PER PLAN Ib" 16" 1 16" <br /> I Q <br /> < • ` ' /'' I I I 6" THICK SLAB WV <br /> 44 m IWOr EA KAYI <br /> II �i <br /> ao j1 - 1111 . ., �I VIII — VIII V I� - -u. > I I ® CENTER OF SLAB <br /> ' <br /> FILL <br /> 12X12X1/4" - _v =- -' _ - - - - -�� -- - - <br /> GGNC. CliRH W/ WHAkENED STEEL PLATE _4 "t . r'� QLo <br /> b" PLANE JOINTS ' 20'-O" OA, �^ VEEDER ROOT ANNUALAR Q <br /> SEXP JOINTS 0 10o'-O" O.G. I SPACE LEAK DETECTORO N <br /> F9 of 4" STEEL <br /> TUBE <br /> 1I '1 ELECTRONIC z <br /> 2"9 VENT TANK GAUGE — 1 ® < a <br /> CONCRETE GURU? DETAIL 2" = 1'-p" 8 TANK SLAB ED61E 1/2" . I'-0" O PIPE TMP DOUBLE WALL STEEEL/FIBERGLASS Q <br /> TOP VIEW I I " 12,000 OALLON STO(SPRR7 TANK SIMILAR) GftdJND I. O <br /> - llI __ ____ (y -�- <br /> SEALERC4EE ARCHSTANTRAL _ 3/4" DEEP x 1/e" WIDE I�I L - _ - _.- -.. _ .��_a _ _- _ - . . _ - < O <br /> 3/4" DEEP EE A HITE:rT TOOLED _'GMT I� PIPE I1. -_—. . <br /> U DRAWING FOR LOCATION) U P'-2"m VENT <br /> (1 /— REAFGRGED GGNGRE?E _I REINFORCED CONCRETE RAI SE 'TURBINE N <br /> SLAB (SEE SHEET SCI)) SLAB (SEE SHEET SD-UEND 5" coQ <br /> 111 v 32'-I" 12,000 GALLOW2P_5" B,pC'b GALLON � T F,. <br /> N � <br /> N <br /> - r � B <br /> 12,000 GALLON U.S. STORAGE TANK � <br /> = IjI 12x 12x 1/4• <br /> STEEL PLATE <br /> (TYP. 2 PLACES) <br /> SUBSEQUENT POUR FIRST POUR <br /> 4 <br /> NOTE -�-____ --t <br /> SAWCUTS TO SUDIVO5 ALL <br /> FLOOR SLABS ON GRADE INTO <br /> r <br /> AREAS OF 100 5 F, GR LESS. III <br /> AREAS TO HE SQUARE OR <br /> AFPROXIMATELY SOIJARED. III ! <br /> III I T <br /> � ry <br /> TYP. EXPANSION .JOINT 11/2" . 1._p" TYt'IGAL KEYED JOINT ? � �l it FINISH <br /> JRADE <br /> ip <br /> _ I <br /> i <br /> m <br /> L SHEET r rLE <br /> DETA I L5 <br /> _ DRAWN BY DRAWING <br /> M.E,M, IIOPP317WG <br /> CONCRETE 3'-O" SCALE JOB 4 <br /> FOOTING - VARIE5 I10 <br /> DATE STARTED DATE SUBUnW <br /> 1-25-97 <br /> ELEVATION <br /> SHEET SHEET 4 <br /> PP- 3 DF <br /> LENT RACK OE TAIL 4 <br />