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HomeMy WebLinkAboutSav-On - General Specifications Retail Facilitry - Sheet 6i " . - . PIP and fully bollasted with 9asaline) con flout out shoukf - . t7C en should be installed along the center ,lune of the tank hole' be coin letely 30oded with surface or ground insure Cast good workmanship practices and construction ,.. P - anchor points, tiski(+g tort to hove good crow alignment rater Arvtt�ored tcnks, fully bolicsted. and bockfilled I procedures ore followed throughout the iASto?btian, regardless F - � +/- 1 -with .odlocent deodmon Qrvct+ors The two Qa,ttr anchor 1. Simildrty wilt nal Root Out dot to the we;ght of bockfill on d the inclusion or omission of ony applicable suggestion In °points shmid :be used for lowering -&-3dm" into the toile these ins±ri,ctiorfs or on the drawings. took -stab . or deadmen. tie. tf file contractor a?Kis to Cosi deodrrhen in place '' in ttx holt, .the some anchors shaw►d be used with 'equal in either rose, it is therefore essential that the tank hole Unknown situations or conditions not coveted herein are oe 'he 11 I. 'nforcement b filled completely with backfill ,o top of tanks If not responsibility of the coccitractor. uufocturtr's specicJ;sts -- -- - _ __ - , _ _ ___ _ _ MAX. PiPE SIZE BENDING RADIUS . �. DEFLECTION 2" .. v ,-- _ - ., .-1 . ....... . :....... .. �. . , 10 ,. . r' 84' 150 16.2" 4" .. � . � : � ,'. :'�. .• a , , , - � � I � I I I - I 11 � I I I `: '• ... i z I I � • _. - t circ'uimstances. 1. INTERNAL P?PING OR SUBMERGED PUMP XV -2 SCOPE OF WORK gasoline pipe compcurvd (no tenon tc�e)- The prtferrtd 3/4.. [" - .\ ,.,... �. .. - • > i �.e _ ' A -, 1.P PCP ': _: ...,: � � � R NT SU PS 1fN 16 PERMANENT E � XV -4 PtP?NG NSTAlLA ' . :, TANK OIA3JETER -' measured to insure that xequate clew aures are maintained prelude product, vent. and applicable vapor p,pwig as Shawn on Ohio 44122 litharge and glycerine ore not approved All N 0 t3At t_AS TIC ,< . i.. . i RN XN ANCNO C _ . .:.. _ _ . C tt n ata ti { !1 .an' . wi afled t text Cnk t i m s it be rest Far � 4 ermmen svp r n t1. p P P _ 1 n aisabof+ dr r - 4 The -bons stt4w pt ti of �9 ttu loco PRIMARY PIP. US i. P E SYS1E .. _ . .. - _ „ . , . , ., , f e xr Ac r i e s suit ,.,, #, � be ancfxxed wt+ere h tOt e tczb es L] Tor s rn � ,. t n rt stria lice kssb done ba P product � be c�J g p +�► -��. .. � f # slcNed PVC res and i s wilt consists a three 3 pipes P e sum {) .. � � i 1 for and hard* ser n Ond S � �t � �'9- ^g'^� ng , . � ; � , , . , :. ". .. . : • ._.. RYV� M� s could M`1e �' �r �,watK t naw rnta � mater .coo d t r e_0 de a Ina 7 �ns. . �� Kir ���,,1 tiNt?'1 Cu�'t tti ►CQtt ry Y".^" sp � :: - , ,.. r pipe -m s � tslatted PVC , e. +a�fic4bens far. �_ p p su p one $ pipe., SP O: 'KJ� �i�i. �'. tJ4V der b0(x r at10f1 Oban. - P � n9. n9• .. , �. , ... . , . �. _ , .., . ,1. .. _ _. . ,- _ fin fide. exist a dry - ( tub e take n into b ttu tc�o•r to �,� ms sj3 b Y _ _ P, be laced oted on draw, AR 89341 _ e amps should p are nduc n9 P t , i. tors ► tions o steel and !4e ick corr+ec ruin P p n9 ng. ; . _ . ; -: ,.. _ _ contractor : t ►► t , vrutoikd so ,it+Ot"e in Lha befo. a ea flue 3 sf�t m acdxdce w+ h mono a tuner s nstrtuc sons , . �, ,: ,1. .. .. _ ,. ,. :` _ , 1. N�Ot.O OO WN STRAPS � . , . z •,,►�,sv d _ n r ,red .or alt e tic to �, lo t s � ('! For _ .t '>�s no e p - � : h 'Y .ark . r �fl f (, rxt3va5rX+ Grier.- The ,, bottom -is r .sic ►'M the ter .cb G .� , �- f` ve. lot t�.ed e_4 ..Ontrol s amd wcttr urn con we sect► sown A ry, y P sn r ttcx�s Corhtra,a moat be hsr�+ ,or 3uc _ ecomrrundc t . less certain rocbces 5nd a eines exd dk7w Sarre vii P Pr - � _ ,. , , � :.... j : .,, - - b n c s fur nsfd reformed f;bef ass tx>fd dow s's P Y Use `� . I v a t to for de , r cess .a s, « Assu(. x ety D roduct for loci ase p h . a t , _, - n ri hole aur canstrutbon. n9 '"9 these wMth a echficd tow►red to se instructions 0r sp `'. _ . _ . : " L - n r►bS. ,hlnchor a is tonk`frrctrtoi ontop of desk ted p i C r rements heli neer of hose a 'h t h► It nal zf�nsr_ .. r`q quid ve c a � ecificabdxt, ►.e„ s burial. � - � PW s+fern to be at ucrKxue. . � � -„ . ... - .. .. ,.. 6 tarp s shotald of.3 dame.er ( I - be 5 From the tenter kne , , ._ • _ Irvt needed to make de ry � - '. � .. �. � � • roc �le ' 4f t#atl0(1dt isms The ,,,tu!t e�. r'!e„f � Sha se_ Supp � _ i h i' ificathor, wn be diar►ed � In SUC case, S>u� ! SptL � � _. .. , ,. _ - r, , <• r with #ed lbs w th de t ameter 3o s '3r'a nk prod or 1O th ) '9^ h k Shat ? Inst tt>t .ar - stn s w cab es _ ,.. _ + 1 Oa not use op % _ Veri Qnd, OCGt t .. - . 'm t be on tx�rxi tO fl fl re resentat>v - us fY A She p � , .con t i e',can also be rS► . : D e. 5N►d PvC for mac re s>dtted 02 p p p ,, 1 'perforated either an the tonVoctor s stop � u►ctxxsr_d arc x►d � . p fly P ,, 1 lot rotes «ed A� wncoect�t , e stems o< runs sex p P P � . . '. ., • ,• - . ,. ;.- , .. . r r bttwKn the ►los. . r xt for the dist rot. U on iiv and custov of od p ry -; � � alt a "y . P c oro ob � r arltr dirt or odw during cor�strucbon . rest etre zrsuon of .. ;:L , _ . _. ;� � . ,� I _. - r n rive heli rt ase to Iry contractor find ., p ! f >it t c `.coin e6on a ry. , p � 1 ` _ � , , Pr tear++. c s fore meter.Qt mta .the teat. a oG y vert P ,Ping system. � . � - I _ �. - . .. m - w. 1 d:o e e - riar c+irts with 2 Attach hold-down sera s . ant P / P , - v r t t `deli a !d At r• ver,..*re i of rode,r st+assd a `y Quart P l G`y d Perforated � e ,ld be �`wrapp rd *nth filter.itr+t a double ut ,n tote. to *"v i the i e ort sortable ed use -4 .• iP nr3 P p P _ �. S e t rKs w� lu+► �e_t cin er . wire r �* b ( � . 1 � 'icer' tart _ ; . 7 x 9 '�$'' - , - P r able torr sand 4 usi ),three et t C p e s r AR -002 n9 fiber con) a t. tl ure t 4 k volt lot (luded b S e A set m su'tob t oc s 7 flus b e. P fill Capt. _ . `< >< r en. Filter" f4brtC rs +ht _ - _ wr ed with tomman ttsr•dwrx . _ sc a p �. _ � r � _ . _. ( , � action r urns found to � r M dor con.5tf W'ure repairs n9 �e � - �, _.. , , ,., . . , . ; . b tightened rrri les_ Ap stn s stv►d t d9 ,. .:. Ddu c ab t th b '� 'Y tY p es. . referred wr , �f avchiabkt sfnolte gtntlti. ➢. app nq. :. � f � � ofte. tes.,r~g or inspectuorh, the de ectuv2 prxbOn �of ►. _. <- i.. .. _ r + i to tark rib. - _ , ft of sir • � ,►, }h turnbvck.es ,o give a snug op '-. � .. .. " - 4 e tr t 1 4 hook e a 3/ y.> 10 b / hP PROPER 1NST b _ War+ :ER FOR P OPE S xN t t C>+ECx TANK D E . ,. -fi UED JOINTS. , pipe its 'atVeST be threoxted o s1 p t. NO GL .: � �, st+dl be removed and t bced with t�pDrop +Ott piping � its Re +airs Bch as o se_ rrv+► a �irhr ,. ,: , . ''I .,, .:: t fiurnbuct+lr, diarne,er ._ `lM -. is - �; .. TIN �. K RT• sA;�ETER DEFtECi C S P LAY IT SAFE Ct�E� lE CAL D l ,•. � _ R «,-�P;, _ Pqt~&�.�+� i, �{� ' 1 T �� - t{�i6� aMl. N ., -�. .vS ', .JT�:�� 'ir�'�v{LS X �/ 7 tN5"Ai lA C . O r , .. _tine . , e or o cloth xd octet patch over a tfomcgtd P p 3 :. .. _ - . T r � �, r,.. ,,R �« TA t ATK??VPR(?G..�S r - Tt`!f?„t�r�+�-Ot1T ^ £ £N E 'its C_ i �, - � ,, a r, nr+ P e ~t b+� d Lp over o ia�k o< ..it. �, ora pct „ccayt..c on - i v.. , . ;. 2:' kNG�CR:POtNiS ,. - . , ,: ns, tathon m 5o+'~sfc^,t an pea 7r c «t Pte' let, .A c�r+� 't±ed '�rsf�i±cbr+ ;n5p+ec�on , , oteu'ure r5nd Chet . sC , p �r�td e_0 the :3r�e11 Engineer for form is to �t provided P . . work �.. � ,. � -. :. Y ' _ -. ... .: r .« r �.1 steel lour gtxk , t a t e .cbrKet_ j iron. Anctx�r' Our s D „ n cn drOwI • Nx bolt +rode steel. formed as Sha. r'4 of qrx n .- r r+ rerst the r r d *,,i n+►. esis+k , a oleo properly bedded, �t D P Y t k ' ro><,r^ate VervCai Same,er of on 8 diameter ton of .�P !y . r ,� A#1 ; #ane ,nsteMat,r,n. FAll1RE TO PR�v'k�E completion of 'he . , - THE 1'GP>�l �l.11 RE5Ul1 N Nr3N PA'LtENT CSF E e 4 Based on cf}tefr0 ov�lebl_ from rrsenufx.urers . we " . , .. .. ,. , minimum nodal .ar 2 e_0 4 seiected Ju folic.► rig um be_ n9 , ,: �,.. - y " " - rk richor and 3 4 .. Aft_eC0 24. Use 1 diameter bar for o 2 tc a / - t torrok . 'Mtake is or 1 at the fits, ne^.r_st Tie center o � { } r'9 AGf E►ail�Pl Y CQ4tf'l£T£�? INSTALLER S FINAL INVOIC £. t; fi u turn iiherg#css pipe, wtt+ch writ grip h gr7 aid cock 1 t f 1- -tank anchor. ame.er icor ora to 0 2i dtfleCben rs +►itr,n def!ectuon des,kTn toterarKe• tx rS ` _ for n$taitQOon of Q bend d one �s rtQu+rtd. . , .. • t A' tion _ considered to be �e maximum occtp.abse. Stud the d+: .c P?PE pt AkIETER 3. DE DION ANCHORS . - t . cryr�rs : , ck Proper .ompxbon a teed fibs 4 .t is an � P � 4„ . ;;. ' . rs , f+►Yo(4 •f ,t `Th, b!C.of-e reCe-SSCry .Q fernc`�! �� flus nOt tee -4 xh _ .. ,.rK1 "Y - . = ,. ,. . . • ' +� ` ►� r' J^ e a o, x ,-cn on eoc'l si4'o )f •7 the art. , t of tock.,«t 9 . •, t hortd rcvwles the oc'ut,otiii ark *f ►ch whey are ant p , rrv!l rn Contain Fire's btl.7w re,nstcA tet forks. The DM 3r May _ _ r n rti t e rr.echonirct cor"px"cn by r�br•3Aon may 5e a j ,o(r XV-'GASOI#ivE P?P?NG $PECtFiGTtCt�S Minimum Bendi Radius ft ng { ) 5�1 86' 1St . .. ..,, _1 .o , ,. wn forcer red :a . rev r.t flout -out :order thr Irhold 3C A ,pec,fN,c r ;red for �consciii� on of trio bctkfll.11 equ Pipe lengjDegret of Bend (Ft) 1' 15° 1_1/2' 22-1/2' 2' 30' . �� - most odv+Yse" ca>r+dbons. Deodmtn must be at least Os .Ong _ XV l t� lERA1- � (Excmpk-l5 degree bend -Pipe Ltr►gL"►' , .. 05 �, tank ;tyeif and shcJI be -o re (1) foot wire for cele XN-12 FLOAT OUT -- M: , ... • 0 2 tett wide for o - > • side of a f -tar* irawtcthon or for ( ) • dual betwee tanks a moth -fork +nsfdtobo+�. Tanks (with bockfit to top of tanks reedy for Ti,t cahtrator duce b tuH re onsibit; for proper ;I inq p b use dtowi m To chalk maximum deflet'on tthe f rhg irlrr Ction � a . •, , . anchor not onchored and instcltation of ACL prim dry and setondory piping or+d shall i " . - . PIP and fully bollasted with 9asaline) con flout out shoukf - . t7C en should be installed along the center ,lune of the tank hole' be coin letely 30oded with surface or ground insure Cast good workmanship practices and construction ,.. P - anchor points, tiski(+g tort to hove good crow alignment rater Arvtt�ored tcnks, fully bolicsted. and bockfilled I procedures ore followed throughout the iASto?btian, regardless F - � +/- 1 -with .odlocent deodmon Qrvct+ors The two Qa,ttr anchor 1. Simildrty wilt nal Root Out dot to the we;ght of bockfill on d the inclusion or omission of ony applicable suggestion In °points shmid :be used for lowering -&-3dm" into the toile these ins±ri,ctiorfs or on the drawings. took -stab . or deadmen. tie. tf file contractor a?Kis to Cosi deodrrhen in place '' in ttx holt, .the some anchors shaw►d be used with 'equal in either rose, it is therefore essential that the tank hole Unknown situations or conditions not coveted herein are oe 'he 11 I. 'nforcement b filled completely with backfill ,o top of tanks If not responsibility of the coccitractor. uufocturtr's specicJ;sts . MIN. LENGTH MAX. PiPE SIZE BENDING RADIUS OF PIPE DEFLECTION 2" 5T 15' 24" 3" 84' 150 16.2" 4" 108' 15' 12.6,. . re► e ., . anchored, o minimum of 24" of additional fill about tar'ks ,r*sut4 and Shell engineers are 'ava,k3bie for consul o6rxh. an of a Steil o Md,+ focturer's rep(esentctive at an - x : Any ether svbsbtute method will require e^,ua1 horizontal roQLNfed e_0 prevent f{OatOt�rt uncle( extreme cor�itiartS presence hos been .td to be used ►n ;nst;tlati+xl site does not relieve the contractor of tM Gotvonized sten piping b Saito' I area, orich,ar points of equal strength to the wire rope •Thus. it's mast impatent that nKtssory ir�idbthon and pipw+g responsibility for o proper installation. cax+junc5on of in lieu of tiberc�lass pip, ct� h 7 x 19 plow steel) Diameter t, required, and approval Of the Sheli engineer. above the tanks be completed as quickly as possib?e so that this - � locations ;rhefe size of the pip+ng, complexi of the 1/2' Tense Strength 0dd;t;oo+al fill con be piled. i)cation The conboctar sf+oft be respahsbte fo proper safequor6ng of IorrangemenL Structural sherds, or abawgraxsnd app 12500 16004 4. (u►fvtCE AW -HORS the instoktion and materids and equipment stored on the site precludes tt't r19e d fiDt'tglaSs mound. . 3/4" ,. ' XN-t 3 PtPlh►G Chance anchors will not be permitted under airy to p►event then. vandalism or damage. All joints of piping stvoii be mode up an approved Eye Type - t circ'uimstances. 1. INTERNAL P?PING OR SUBMERGED PUMP XV -2 SCOPE OF WORK gasoline pipe compcurvd (no tenon tc�e)- The prtferrtd 3/4.. pipe Compound used for making up of galvanized . . ` Tjar 5. ALL p1VCNOR 1rlET1i00S (Minimums per oncl�or pant) It is recommended that actual clearances from the top of . The piping tem to be installed under Cas Section wort pipe/fittings is Gasa+a Soft -Set w,tt1 a as the tank (pipe connection fittings) to the tank bottom be P'p ^9 � . , monufoctwed by Federal Process Company. Cleveland, .� . :, TANK OIA3JETER -' measured to insure that xequate clew aures are maintained prelude product, vent. and applicable vapor p,pwig as Shawn on Ohio 44122 litharge and glycerine ore not approved All for submerged pump. flit tube. or dry other interna piping the plot pion or covered in the oddenda to these Spee_:f+couons installed. or on the related ,piping drawings- included ore appropriate unco+,shected tampering stubs, niers or runs he be capped to torv,et6ons and appurtenOnces to the ;nstal?ed equpmtnt rh the prevent tornperirrg or intrusion of art The use of o ached piping must be fret !A maul with t complete system. e.g., underground tanks, pumps. dispensers and : filler material, such as plumbers string, in making . The pump and aft p p ng up a pipe joint when thrtods are improperly cut ;s tank. Use fill box around fill pipe at grode where ,. indkoted-vapor control or recovery equipment. Controctor aspholt or concrete pad is used. Do not place brick or should refer to the plot pian (or the orientation of corrections unocceptcbie. other spocinq material on top of tanks. of Conks Ord pipe ~Choses for p;p;ng- . I .1 XN-e_4 FILLING TANKSXV-3 PlPING'k1ATERXS Do not fill Conks X61 backfill is b top d tank. Never odd i.- An primary piping ;s to be ckohol-compatible Vnd..rwriters . roduct or -water for hold down in dry hole coodibOns until t•aboratory, int. approved remn1. faxced thermosetLIN resin - XN-9 SOIL $TI$rlt7JlTtONjFtITER FABRIC EXCAVATICN ItNER p pipe (fiboglass). molded rtiin fs and adapters. Ref•_�r to I - bockrXing is completed. the Approved Material List for current approved suppliers . y Sal stc6lization/filler fabric as specified below will be EXCEPTION: See Instetlabon Procedure - Wet Hole and type of system to lie used, . ` used`to line, the bottom and side walls of all excavations for - .. tb•_rgss lasts except those in solid rock. for purposes of xv-e_5 AbOirfG TA�ixS TO ExtSTING ltvSTAi.tA�ONS All secon►iary caitoirvr+ent piping ;s to be high dimity J this �ec;fitetion..sdid rock will include igr+eous rocks polyet?, rte (HOPE) with marine grade AISI 304 or 316L (granite, etc-), secir+tntory rocks (co(>glomefates, sandstone, Tonics tan be orjr+<'d to existing rstai?Ations. It is ;mporicnt Strainless steel worm L?amps. YVtsrrt tocol codes may not tiMorstone. etc.),, and metarno(phic rocks (mases, ' 4" fiberglass pipe hd]rc'w^.rt from . to remember that fiberglass tanks fequ;re good fou�ction Amer t ti(;ay telescoping sUbst ng qi p Q ' schis,t,' slates, etc,)- import from Surrounding soil and are not se!f-supporting under Am!•en may b! sLbstituted. r �^ iu walk fuel or overDurC-n ►aids The 'oilewirr� •,uides are ,�*stinr►s if arty -o PoOk'n of to t`c1e ;s evccv,cted om 16 to redact tood5 from sO,t or r^,reduct on unravr, ed marks so r►o _ .� �_ "_ �. _ .. ... 7117 A. _...._� . ,.. , ._.._ then o0y �hct `p•�'t'cr% •xhict is not, should to lirr_d. (For damage *iii occur Find se;Acton of on installation method s - ineanc e, if Only the bottom foot or - so of the a xc av�on n � the responsibility of the Shell engineer 3eFefzd+nq on !ad site All SECONDARY CONTAtNuENT PIPING HARDWARE f4tIST a in solid rock. then the sidewdis should lot dreptd with tthe Conditions. See plot pion and ,s9dendo. fabric so as to 'overlap into the rock area-) ALLO1e FUII EXPOSURE A,vD ACCESS Te_) ENTRE PRtaARY SYSTEM SURFACE. NOT JUST THE JOINTS AND FITTINGS. . . 1. ISOLATED BURY (PREFERRED) Tt►ere ore several inexpe+tsive inert soil Stabililation finer fabrics available which provide o seporatian between exisbng Instals tanks in o separate hole that is a minimum of 3' sal and non-compabbte bakfips YVhen teas material is used. from edge of original tori insIdIction holt. tt is . the 1/2 tank diarnetef' spacing from ends and sides d tanks to critical that undisturbed sal between the new excavation Only "wet".piping (product lines. and tork risers that . . 'hole walls is not required. and file original hole 'be maintained. Keep surface foods off penetrate the liar tank roti) i intended to be _ r t ur^eanded r lent amilabie in tx;sting Conks. seCardorily contained. "Dry" piping is b remain . Filter fabric is gene o y sp Paye aPY uncontaiiud (except thrtarkd connections at tank) pica roils of 100, 300, and 1,000 yards and in 12'-7" old 15'-.7" 2. BURY IN SAJfE HOLE (ALTERNATE) trust tines ore not intended to carry liquid of any time. widths, Material shoaAd be bid Neth minimum lops of are designed to prevent the intrusion d liquids from the OpproximOtriy 1$" ride'► so Chef the excavation o completely A. tower product level ;n existing tanks to less than tnrhk, and ore sloped to prevent the retention of stmcfing fined and overlaying the top of the'hole pefirneWr one to two 1 3 tank capacity liquids. See oppropriate installation drawings for decals. tett and pinned in place. See dr"Ing AR -$3020 fax a suggested / aP h layer method of utilizing the 15'-7" ride material. B. Remove surface pod, if one exists, to lower bockfili F;4 pipes and other verticil risers d Conks and above ground vent risers shall be sbyWwd gotvtrized steel - Acceptable fabrics by brand name: C. Excavate for new tonics. ieav►ng as much bockfill as pipe with fittirx�s Standard galvanized malleable iron. possible oround existing tanks• Galvanized motkOble iron unions. where colied flow on the . Du Pont "'Typor" Style 3401 4 oz/s.y. t• detailed drawings shall be ground joint construction with Monsanto "BicSm" C-22 - 4 or/s.y. - 0. During installation. existing tanks must not be t . brass/brass sect. 1501 for above ground and 250/300% for t�ARI( DATE RNSXAS BY APPO Phillips Supac" Fabric - 4.1 oz/&y. allowed to move. Shoring am shot -ting may be . % below ground oppiications. Golvonized malleable iron • Celanese"'Wcfi" 140 Fabric - 4.1 or/s.y. required to retain bockfill. ,r ; toupfings, where required are to be extra h" dity- CCNCRETE SLAB ALTERNATE Joints of steel pip"'9 shall be mode up with an appraed w:. E. tnstdt new tanks as described earlier in these l gasoline pipe compound (no teflon tope). SHELL OIL COMPANY' In situdlscxts invdvi extrdt,efy' low bearing � and d�c'vefse irtstructiofis, leaving o minartum d 24 between r>er - +� tanks and existing tanks. t �. Flexible connectors, wtlert called for, shalt be U.L. water cordlions, a concr ie,sfab undef the tonks may be used r approved with one Swiveling end fitting. Set section XV -4, ; HOUSTON, TEXAS - as an d"If rete to V* Wil" fabric fntfiod. VOW F. if backfill material other thin pea 9ravtf. stone. or s item 3. • ... prefobricc!xd reinforced concrete deadrnen as oAf*d in gravel crushinig;s rias used for existing tonks, on inert ` Section X11/--$ .' 8+ w+ert 1 e dleadme+►. ortolan each tank Dred. fitter fabric Via! be instated between old Arid new ' 3. All Dupe. fittings, appurtenances, drop tvb?s {rriCh 3/16" s eonstruct`a rewdorced concreie slab niLh o mininK,01 thiclu►� ` bockfill to' revent Qty migration into new granula pressure equalization hole), manholes/occess`boxes, '`GENERAL SPECIFICATIONS of 6' reinforced ;nth 6" x 6"" 6/6 wire mestn. P " . backfill which could lead to tank failure. dispenser eorhtainment pons, aid valves are to be furnished . diol instd!ed by the contractor un{sss otherwise specified E FACILITIES . RETAIL FAC LITIE tf cor&actw elects to cosi a single slab, incttx#r+g the 1.in the addenda or equipment fist. .. tined m fttir;de the some cross �' anchors. Ie stab st%outd be deep p by I SHEET section area Cts pro•rided br file deodnw% and inSta! the some _ 4. Dispensers or left-contaned pumps are furr»,sthed Shen -. �? s#eel feWorcemer+t and anchor ppefnts_ . with Q 1-1 /2" threaded union a! the'Wet piping i - % ' conriecfion. , ► a torxxe sub is t>sed under tfaC tflnias. ine fabric should los used as , �r>Ir ilia crofts d ft excavated area ;( , • PROJECT r ©ATE' SAN %� { 90' f. _ . . -. • i , .. s , / , _ _-. t � } f. i lit • � —� ■6mss■ �.. � ' . - I , 0 6a . . - .• ;` �. � , arca BY: - ,� \, �� .- , , .I . {j Z• I.. 4 r • I . — ►, * w -{. 11 6' (w �) 8' 10' Wire Rope (Recommend 7 x 19 plow steel) Diameter 3/8" 1/2" 1/2' Tense Strength 9000 12500 16004 Turnbuckle Diameter Hook Type 3/4" 1-1 4 " f2.. 1-1 /4" Eye Type i/2" 1 3/4.. for submerged pump. flit tube. or dry other interna piping the plot pion or covered in the oddenda to these Spee_:f+couons installed. or on the related ,piping drawings- included ore appropriate unco+,shected tampering stubs, niers or runs he be capped to torv,et6ons and appurtenOnces to the ;nstal?ed equpmtnt rh the prevent tornperirrg or intrusion of art The use of o ached piping must be fret !A maul with t complete system. e.g., underground tanks, pumps. dispensers and : filler material, such as plumbers string, in making . The pump and aft p p ng up a pipe joint when thrtods are improperly cut ;s tank. Use fill box around fill pipe at grode where ,. indkoted-vapor control or recovery equipment. Controctor aspholt or concrete pad is used. Do not place brick or should refer to the plot pian (or the orientation of corrections unocceptcbie. other spocinq material on top of tanks. of Conks Ord pipe ~Choses for p;p;ng- . I .1 XN-e_4 FILLING TANKSXV-3 PlPING'k1ATERXS Do not fill Conks X61 backfill is b top d tank. Never odd i.- An primary piping ;s to be ckohol-compatible Vnd..rwriters . roduct or -water for hold down in dry hole coodibOns until t•aboratory, int. approved remn1. faxced thermosetLIN resin - XN-9 SOIL $TI$rlt7JlTtONjFtITER FABRIC EXCAVATICN ItNER p pipe (fiboglass). molded rtiin fs and adapters. Ref•_�r to I - bockrXing is completed. the Approved Material List for current approved suppliers . y Sal stc6lization/filler fabric as specified below will be EXCEPTION: See Instetlabon Procedure - Wet Hole and type of system to lie used, . ` used`to line, the bottom and side walls of all excavations for - .. tb•_rgss lasts except those in solid rock. for purposes of xv-e_5 AbOirfG TA�ixS TO ExtSTING ltvSTAi.tA�ONS All secon►iary caitoirvr+ent piping ;s to be high dimity J this �ec;fitetion..sdid rock will include igr+eous rocks polyet?, rte (HOPE) with marine grade AISI 304 or 316L (granite, etc-), secir+tntory rocks (co(>glomefates, sandstone, Tonics tan be orjr+<'d to existing rstai?Ations. It is ;mporicnt Strainless steel worm L?amps. YVtsrrt tocol codes may not tiMorstone. etc.),, and metarno(phic rocks (mases, ' 4" fiberglass pipe hd]rc'w^.rt from . to remember that fiberglass tanks fequ;re good fou�ction Amer t ti(;ay telescoping sUbst ng qi p Q ' schis,t,' slates, etc,)- import from Surrounding soil and are not se!f-supporting under Am!•en may b! sLbstituted. r �^ iu walk fuel or overDurC-n ►aids The 'oilewirr� •,uides are ,�*stinr►s if arty -o PoOk'n of to t`c1e ;s evccv,cted om 16 to redact tood5 from sO,t or r^,reduct on unravr, ed marks so r►o _ .� �_ "_ �. _ .. ... 7117 A. _...._� . ,.. , ._.._ then o0y �hct `p•�'t'cr% •xhict is not, should to lirr_d. (For damage *iii occur Find se;Acton of on installation method s - ineanc e, if Only the bottom foot or - so of the a xc av�on n � the responsibility of the Shell engineer 3eFefzd+nq on !ad site All SECONDARY CONTAtNuENT PIPING HARDWARE f4tIST a in solid rock. then the sidewdis should lot dreptd with tthe Conditions. See plot pion and ,s9dendo. fabric so as to 'overlap into the rock area-) ALLO1e FUII EXPOSURE A,vD ACCESS Te_) ENTRE PRtaARY SYSTEM SURFACE. NOT JUST THE JOINTS AND FITTINGS. . . 1. ISOLATED BURY (PREFERRED) Tt►ere ore several inexpe+tsive inert soil Stabililation finer fabrics available which provide o seporatian between exisbng Instals tanks in o separate hole that is a minimum of 3' sal and non-compabbte bakfips YVhen teas material is used. from edge of original tori insIdIction holt. tt is . the 1/2 tank diarnetef' spacing from ends and sides d tanks to critical that undisturbed sal between the new excavation Only "wet".piping (product lines. and tork risers that . . 'hole walls is not required. and file original hole 'be maintained. Keep surface foods off penetrate the liar tank roti) i intended to be _ r t ur^eanded r lent amilabie in tx;sting Conks. seCardorily contained. "Dry" piping is b remain . Filter fabric is gene o y sp Paye aPY uncontaiiud (except thrtarkd connections at tank) pica roils of 100, 300, and 1,000 yards and in 12'-7" old 15'-.7" 2. BURY IN SAJfE HOLE (ALTERNATE) trust tines ore not intended to carry liquid of any time. widths, Material shoaAd be bid Neth minimum lops of are designed to prevent the intrusion d liquids from the OpproximOtriy 1$" ride'► so Chef the excavation o completely A. tower product level ;n existing tanks to less than tnrhk, and ore sloped to prevent the retention of stmcfing fined and overlaying the top of the'hole pefirneWr one to two 1 3 tank capacity liquids. See oppropriate installation drawings for decals. tett and pinned in place. See dr"Ing AR -$3020 fax a suggested / aP h layer method of utilizing the 15'-7" ride material. B. Remove surface pod, if one exists, to lower bockfili F;4 pipes and other verticil risers d Conks and above ground vent risers shall be sbyWwd gotvtrized steel - Acceptable fabrics by brand name: C. Excavate for new tonics. ieav►ng as much bockfill as pipe with fittirx�s Standard galvanized malleable iron. possible oround existing tanks• Galvanized motkOble iron unions. where colied flow on the . Du Pont "'Typor" Style 3401 4 oz/s.y. t• detailed drawings shall be ground joint construction with Monsanto "BicSm" C-22 - 4 or/s.y. - 0. During installation. existing tanks must not be t . brass/brass sect. 1501 for above ground and 250/300% for t�ARI( DATE RNSXAS BY APPO Phillips Supac" Fabric - 4.1 oz/&y. allowed to move. Shoring am shot -ting may be . % below ground oppiications. Golvonized malleable iron • Celanese"'Wcfi" 140 Fabric - 4.1 or/s.y. required to retain bockfill. ,r ; toupfings, where required are to be extra h" dity- CCNCRETE SLAB ALTERNATE Joints of steel pip"'9 shall be mode up with an appraed w:. E. tnstdt new tanks as described earlier in these l gasoline pipe compound (no teflon tope). SHELL OIL COMPANY' In situdlscxts invdvi extrdt,efy' low bearing � and d�c'vefse irtstructiofis, leaving o minartum d 24 between r>er - +� tanks and existing tanks. t �. Flexible connectors, wtlert called for, shalt be U.L. water cordlions, a concr ie,sfab undef the tonks may be used r approved with one Swiveling end fitting. Set section XV -4, ; HOUSTON, TEXAS - as an d"If rete to V* Wil" fabric fntfiod. VOW F. if backfill material other thin pea 9ravtf. stone. or s item 3. • ... prefobricc!xd reinforced concrete deadrnen as oAf*d in gravel crushinig;s rias used for existing tonks, on inert ` Section X11/--$ .' 8+ w+ert 1 e dleadme+►. ortolan each tank Dred. fitter fabric Via! be instated between old Arid new ' 3. All Dupe. fittings, appurtenances, drop tvb?s {rriCh 3/16" s eonstruct`a rewdorced concreie slab niLh o mininK,01 thiclu►� ` bockfill to' revent Qty migration into new granula pressure equalization hole), manholes/occess`boxes, '`GENERAL SPECIFICATIONS of 6' reinforced ;nth 6" x 6"" 6/6 wire mestn. P " . backfill which could lead to tank failure. dispenser eorhtainment pons, aid valves are to be furnished . diol instd!ed by the contractor un{sss otherwise specified E FACILITIES . RETAIL FAC LITIE tf cor&actw elects to cosi a single slab, incttx#r+g the 1.in the addenda or equipment fist. .. tined m fttir;de the some cross �' anchors. Ie stab st%outd be deep p by I SHEET section area Cts pro•rided br file deodnw% and inSta! the some _ 4. Dispensers or left-contaned pumps are furr»,sthed Shen -. �? s#eel feWorcemer+t and anchor ppefnts_ . with Q 1-1 /2" threaded union a! the'Wet piping i - % ' conriecfion. , ► a torxxe sub is t>sed under tfaC tflnias. ine fabric should los used as , �r>Ir ilia crofts d ft excavated area ;( , • PROJECT r ©ATE' SAN %� { 90' f. _ . . -. • i , .. s , / , _ _-. t � } f. i lit • � —� ■6mss■ �.. � ' . - I , 0 6a . . - .• ;` �. � , arca BY: - ,� \, �� .- , , .I . {j Z• I.. 4 r • I . — ►, * w -{.