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HomeMy WebLinkAbout2500 Park Ave 20707 Plans Pumps Shell Service Stationt CIPICh.L A),(1MOM W 6 1 130Z14L EDUIQEAM-?Tr,; Q0 71117 Nt r4) STANDARD -BEDDING AND BACY.FILL MATERIAL & INSTALLATION - PEAGRAVEL SPECIFICATION IS THE SASE AS FOR FIBERGLASS TAI,IKS. TIiF MINIb1Ur; 6fr DEFF BED MUST .BE LAID AND GRADED TO THE PROPER PITCH BEFORE niE PIPE RUNS ARE INSTALIXJI..: FABRICATrr'. PIPE RUNS AT GRADE AND INSTALL, IN Tfm PREGRADED (COMPACTED) .BED.- AFTER MAKING NECESSARY CONNECTIONS OF RUNS, BRANCHES OR FITTINGS WLMICH MUJST BE 1ADE UFf 71 THE TRENCH, R>EGRADE AND COMPACT RED UNDER THESE CONNECTIONS. 3" OR 4" DTA-ETER PIPE COVER & SPACING UNDER CONUMTP TILM MI: 11MLIM OVEW.LL DEPTH TO TOP OF PIPE IS loll, INNIDER ASPPA I,1 -- 13". MLN1 I]f"3 SPAMC, BETWEEN P.DJPCENT PIPES OR SIDES OF -DITCH IS 5410 GASOLINE PIPING o . RE310TE PU;W ING SYS°I' 14S THE MINLMU4 COVER TO FINISH GRADE OVER PRODUCT LINES UTSIDE THE CONCRETE ISLAND MAT AREA IS 18". ALTERNATE BEDDING 1 BACVYILL MATERIAL - IF PEAGRAVEL IS NOT AVAILABLE, CLEAN MECHANICALLY COMPACTED SALND MUST BE USED. MIND',IUM BED IS 6". SAND BACKFILL OVER THE PIPING AFTER C01,PLET102; OF NECESSARY - TESTING SHOULD BE MECHANICALLY COMPACTED IN LAYERS OF 12" OR LESS. THE MINIbMM ' CLEARANCES BETWEEN TOP OF PIPE AND UNDERSIDE OF PAVING MUST BE INCREASED AS FOLLOWS: PIPE SIZE UNDER CONCRETE UNDER ASPHALT 2" 5" (9" MIN. TOTAL, COVER) 6" (12" MIN. TOTAL COV R' ` - 3-4" 6" (10" MIN. TOTAL COVER) 6" (13" I`MIN. TOTAL COVER) - - sc.^Ls lhi a DATE 4.21-78 OWN. 9Y ARCHITECT ENGINEER SHELL 01L COMPANY HOus,rON, TEXAS MAKH t OAT$ t ACvmlor4 M - -7):-Z n.") -7-1- -v i- n1 At nr•t c p,p. T. I ,c I,1 /eb f3z t- [mot tom., a o ' OPC. 'r4' IL.[ZA.-ifvri 2. P.r h L Leo - l EGA ©zr. r AE pb s 5f' F s f2-thVEL„i a o ; t f f lf.1 9 .IJai O P C o r ri•f a IJ Fx I `'rT1,'3a [ wi F-1rn AI P JSy j u• r s r,.p # at.•fi s3Q a,aYLa.t 3- G ® Cae.CT ro_p Al2B000 Fa 6 Cv GcarJ•T z;uC.it ®,.S , t_ .-1 %t . _ - -- rJ C 1 .. t 1-rip .-1` SCALE n = " 0y .....+• o rs .cv.o.• OATS 4.2I`78 SHELL COIL COMPANY owe. HY H O U S T` O N TEXAS CHKO. SY( • - c;, ARCHITECTTYPICAL 6YAWDA2D PIPF TZErummy i Q1;12r32fG jti+4! d-APP• V•O TYPICAL v5P6. -54_e DP1t 6 3,'644 Col3bTI2UCi`iat t aVMf 13L6 Jn i..u, dir t x>3'>c kcccaJ- o" D-4- ho'4 AQ-79047-2 Aj4v AR-7Qo4,3.2 2`At y"ei3bv,Qax>x' . a Tro $> oa R.1*4 p 5-E5 6cp4p"T-$ QETAIt TypleAL pfns C9 A.1,it 2f,#Qx4.r':,r.:.:4'Lr. . Iky 3 •O . . a . : rt a. .. • i .. ` 1 Po IC bew4 WW6 IP I%x2dS"U:DL>icstR Ut4D V Warvc. 8r tt10"&csP FLEX G0NN.' j TEFLON' n%-r SPIRAL TLIBE ti7. 1D A6•7Q?4- flz PtG t d - - 1". e : b1 vim, i.e, - .m e..r _- C`',c E:`'s,,i'• v Lug .... . gym I • w ' R' y e a6a 1 EXTEND Cl4&5F --_F_YOMP FOca c F= TRF-.I;GI_1. REFER TOAPPROVED MATERIALS LIST -DMVDC M. AR s 73026 SCAL-Z N Oki _ DATZ DWN. ltar ' A F? cM t'T'x cT tiN¢IM9[ iXi> ATT^Y' D ' SHELL OIL COMPANY rSC Dls s PIP1rll .oN TIL.. DET41,ATPL1 1 I cJD- FIPE r Ex aw+r+ x awrc •.ecvrs.usy In? &'1ELJiWl L IYE%1151bG; 5Im P-, R 3• cµ 6OZ14L VLDUWAV J7"5Qo r-la 6(u-lLwg Apa khP' J&LT- P2'"(3 5 '2 Lujas Iuus-rRA-rEi> Z 4Z4 PENrn' 12 3 ptb/ 4 c tv F- L STANDARD - BEDDRiG AND BACKFILL MATERIAL & INSTALlATIO\lT PEAGRAVEL SPEC IF ICAT1014 IS THE SAME AS FOR FIBERGLASS TA N KS TBE MINIMUM 61' DEEP BED MUST BE LAID AND GRADED TO THE PROPER PITCH BEFORE THE PIPE RUNS ARE J14STALLE11— FABRICA7E PIPE RUNS AT GRADE AND INSTALL IN THE PREGRADED (COMPAMD) BED. - KIrThp, MAKING NECESSARY CONNECTIONS OF RUNS, BRANCHES OR FITTINGS VIRICH MUST BE MADE Upx ia THE TRENC.1i, REGRADE A14D COMPACT BED UNDER THESE CONNECTIONS. 3" OR 4" DIAM,= PIPE COVER & SPACING UNDER CONS TIM MIN, LMUM OVEMLL DEPTH TO TOP OF PIPE IS 101", UNDER ASPHALT 13"..- M013NID4 SPACING BETWEEN ADJACENT PIPES OR SIDES OF DITCY, IS 512 GASOLINE PIPINNG o REMOTE PUMPING SYSTEMS THE MINIMUM COVER TO FINISH GRADE OVER PRODUCT LINES OUTSIDE THE CONCRETE ISLAND MAT AREA IS 18". ALTERNATE BEDDING & BACKFILL MATERIAL IF PEAGRAVEL ISNNOT AVAILABLE, CLEAN MECHANICALLY CONTACTED SAND MUST BE USED. MINIINM BED IS 6". SAND BACKFILL OVER HE PIPING AFTER COUMPLE ' TIONTOF NECESSARY' TESTING SHOULD BE MECHANICALLY COMPACTED IN LAYERS OF 12" OR LESS. THE MINIMUM, CLEARANCES BETWEEN TOP OF PIPE AND UNDERSIDE OF PAVING MUST BE INCREASED AS FOLLOWS: PIPE SIZE UNDER CONCRETE UNDER ASPHALT 21' . 511 (9" MIN. TO*FAL COVER) 6" (12" MIN. TOTAL CO-V-F—kr, 3- 411 6" (10" MIN. TOTAL COVER) 6" (13" MIN. TOTAL COVER) DATE SHELL OIL COMPANY OWN. BY CHKO. ey' HOUSTON, TEXAS ARCHITE: C-r AAWlU LkA TO-- ,. IN(l Z5 ENGINEF- F? EEL& 0 1 V e M 9- a-0; r- b Z PILtce6LA4 6 A P,. 1 C A L lslr a N p, P c Q f'. r. = Cad . I r j I<'Z.VT-- L- F3E.D , . P-ab-4Y.I1_..Ls i t1st Wrr>rQ 'or. Co-rfigs2zs E)r 7u - wMA PLOS k --- OIL Sat L. S 7.. -rf .,,e. I yam# \ N • p F ` _ Pole--t ZuAi<.. 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Ek' - of SfC t IOU xZ4" Lim Vf_R&Z6UND 31FLEX COMNt ; SPIRAL TARE 9 5Z1 P1c Ft 2`P..% •^,-ti rlYk- yi tr. '• w i V f 6 y,. V a+da'J.rr. lvfa+"i i' e j6p p1 i t • v L J1'•iC:-'si tmN JEId#d b-. b f$,baO! Qu e s • • 67•io. 0 1'•••• Ei••W'°.I Fes L#'®Exx^.et roa ll' ' EXTEND G,,A'SE %5eyamQ epCF c F-rgr-`Gi i REFER TO APPROVED YATIRIALS LIST - II#.XjlG mil. AR 4 73026 i ppq ....,., z o+Tr - ••sv.a.sv DATI SHELL OIL COMPANY DWN. fOIY HOUSTON, TEXAS - J ptcrirr- AcT rvairysataso _ DEZ1.111, A Pli1 t 1 rJt7- GI F - `'` sh,O-H Service. sv 0(\ asoc) Sao-70