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FIBER EXPANSION JOINT b 1 RADIUS °' RADIUS <br /> 6" <br /> MUST CONFORM TO ASTM 2" MIIJ. t 1601 LD EDGE. G•• MAX -t - T�0<ED EDGE, <br /> PLANTER <br /> / V <br /> 0 1751FILL 1/4 DEPTH OF SLAB - IF/i4„ PO_YURETHANELSFidANI CRnDE�-\�X \i . f JOIrP�JSION . GRAIDEtm ,TOOL TO 1;'! RADIUS SONCILASTIC _V 2' p / D • • > < 4 CDN! . -ii kn COraT� \V <br /> r G • • • • . ' 1 �� I <br /> • I�NI'U JO HACK OF Lor \ � F_ &• ONTINUES HACK OF WALK '� \ REN POLL- - --- / -__ INT - '. If AI A.C. PAVIIJG c us 'r ss c- <br /> Al (;lJNlavL. rf r r;J :JG <br /> AT <br /> W$ \ r` PATE r i. <br /> REINFORCING <br /> AT JOINT <br /> CONrfZOL JOINT SFU t 1,Ukt3 DErAILS s A.S. USI <br /> UG <br /> JOINT C – — �/ <br /> _ NO SCALE <br /> NO SCALE a '. <br /> a , t <br /> I� <br /> SIDE CONDUIT UP - <br /> 14' ABOVE FOOTING \ -= I” + DRY PACK GROUT <br /> qSRLUAR 4 21 U.0 <br /> / EACH WAY, TYPICAL J 3/4'x45 ° CHAMFER' <br /> 1 1/2" OVLHIAY \ { {/-/- _ _ <IATLY AT TOP I N - _ - ,-- <br /> __ ! / p 4 ° I - <br /> PEIRUMAT i v !- <br /> ItE <br /> Orx FINISH i-- - <br /> 2 pC 1TOPa <br /> -s - <br /> L .n.t �.0. 0 - <br /> jo AGI IEDUI E 40 <br /> ' f I 1 ANCHOR EBOLTS iA P <br /> c i IImUUIL Tu iCONCRETE <br /> 11-EL PIPE - - I . O -�-- `f I FURNISH WI?h ' OIC <br /> w! <br /> °IEEE PIPE - li J:' CLEAk___ it D_-� --RIGID METAL CONDUIT' <br /> uRlvl �Lal3 IvLrAII_ <br /> CONCRETt HLED 1 Cbrl�nt MENT PEFILLER - °' (TYP.) h- 1 - n <br /> w <br /> i W _ <br /> \ 1 SITE PLAN - �' o _F / ` S TIES 8" O.C.T <br /> - _— S/4" METAL LONDIII <br /> Itt <br /> PAVEMENT PER -� j p �. -� 1 D /� <br /> m b FROM TOP & <br /> SITE PIAN BOTTOM <br /> 1 { - .1" CLEAR <br /> MIN.�� �_ - - 6 - ((4 BARS VENC <br /> L <br /> I I <br /> OVLRLAY DETAIL 4 REUAR nr ;2 a' oc \ .{ 2'-6" <br /> 1 lv` I DIA. <br /> / No acALE _ ��// - <br /> EAUH WAY, TYPICAL to GIA. CONO.- NI tb" GIA. CONC r) iy = 0,2. 00 psi, MINIMUM <br /> FOOTING, IYP, '� uI FOOLING, TYP 'Fy = 40,000 psl, MINIMUM <br /> v _ M�_ TII - - <br /> v p n D AEA LIGHT FOOTINGR <br /> 1/2 1 <br /> . N <br /> GUARD POS <br /> " T <br /> /-- 2" NEW AA.. COMPAUILI, <br /> - PETROMAT WET HOLE CONDITION <br /> , 1.1/2" OVERLAY # <br /> Exist.-/ ,'= EACH SWAY, QPICA!-OC <br /> - o rT4� r . <br /> I WIT I HOLE ELECTRICAL ' ( <br /> yfJB UP S/a CONDUIT <br /> SAWCUi EDGE v -- -�_�.-_ f °__.. V',:IEk SHUT OFF <br /> _ <br /> r-- <br /> d -- -- <br /> 4 ASPHALT T() ASPHAI l /2 I - -- -- -- - - <br /> TRANSITION DETAIL DRY HOLE CONIDITION vnleE cAIE TYPE <br /> --- <br /> (FEMALE OUT) - - - <br /> FE <br /> x I ' ' NOTE'. vl <br /> _ SEE SITE PLAN FOR SPECIFIC APPLICATION I f- S <br /> i <br /> SET ALL ANCHOR BOLTS PER <br /> A— <br /> j V _CJT <br /> f — <br /> \ <br /> PACIONS.TANK SLAB DETAIL 2 INANDCONNECTER <br /> SU SUPPLY LINE SHUT EF <br /> VALVE ANDEIRICAI CONDUIT( ) <br /> AND WATER PER <br /> PGINUMAI MANUFACTURERS SPECIFICATIONS. f- - <br /> snwcLll tUrL ' A1 <br /> - �- -- -� -- <br /> F, <br /> , <br /> - <br /> AUK u1, 1 .7!2" NEW A.0Exlet. <br /> I( YARD Sl,Ul 2" A.0 OVEI(lAY - / A.C. <br /> L 1 1 , .. I COMPACitD LA Pwl <br /> I i <br /> CO :.Ili id lhltU -I <br /> �_. � / / / � r LL - VAI<It5 - SEE SITE PIAN S:E <br /> n '. --- 0 _ L ___ _ . - __- - <br /> V U VARIES , ' -.2._ O:- 1 ' _ VARIES__ _ <br /> 1 ° p - CCIMPACIhU BASE ° UI\ m � ___ -__._ - - _-. <br /> WAI I: I� solL PINS <br /> d <br /> Ahl HAI_ f 10 CON('kl It <br /> - <br /> I RANSIMOH DE TAII MPD 2•_ O.. -- - ---- -- -- -- <br /> - --- - -- ... r- -- f � z uPs— <br /> N <br /> 15'_7 <br /> - <br /> FACTORY WEID <br /> 18" RAISED END STEEL L - - _— <br /> ISLAND hUItM <br /> BUMPER (OPTIONAL - <br /> SEE SITE PLAN) 34' -_ - <br /> FUR SEE <br /> OR/ <br /> _131 IUII r PIAN VIEW II-- <br /> tXISIII R+ P1lING 72 1 --_— -- __ ----` <br /> -- ' ' GRADt 49' AT 7:2 SLOPE <br /> U <br /> -- '2• NLW A$PItA1'( - - 18" RAISED END l++ <br /> WII'ri 11 2" ow,cl AY `, FACIORY WELD _-_ . _--_ II_hl-.. <br /> ,.°£c.c: •.��`• L—in <br /> BUMPER (OPTIONAL ___ ._ - . �_ >_ SECTION A=ABASE COMPACTED TO 95% --�''` iu SEE SITE PLAN) <br /> 0 ` — ,-_. --._ - GRAUt _ •.. 7b" CLEAi2 , N TANKS USING DUPONT 'TYPAF2" <br /> ° JRECOMMENDED LAYOUTFOH 3-IOM GALLOI 1 SPUNBONDED POLYPROPYLENE STYLE 3401 4 02/S Y FABR-0 15'-Y WIDE <br /> - - - -- I M..ATERIAt ROLLS AVAILABLE IN 100 300 & 1,000 YD LENGTHS. FORIMPAR TYPA12 - XCAVAT.ON SHOWN ABOVE, WrTH h2 S D° SLOPES, APPROX MATCLY 100 <br /> _ _ � ! __L__— qb GARS 0 lU' ' MIN.. -TVP. YARDS WOULD BE REQUREU. THE SAVE LAYOUT IS ALSO SUITABLE FOR <br /> O.C. BOTII WAYS PHILLIPS FIBERS CORP. SUPAR" FABRIC, 41 OL/S.Y. FABRIC IN ROLLS <br /> �--- PEA GRAVEL BACKFILL —'A 15' WIDE BY 500' LONG FOR MONSANTO "1321M_ C 22 4 02 S.Y. <br /> e <br /> . 0 <br /> ELEVATIO'N I 1. l y S - <br /> _ FABRIC N 1 J -5" WIDE MATERIAL (98M1 .E LONG RULES) LAY 4 T'y PS <br /> ° ° NOTE: THE 0? NG A DIRECTION, iW0 BUP OU PECES AT APPROX!M'Th LY 63 <br /> 0 ° ° r LZOP'1T I_LEbAi UN SIDE LL_LVA TION FEET LONG AND TWO SIDE OT ES AT AP 3-10,000 52 FEE'8 LONG. <br /> SEE SITE PLAN FOR MODIFV AS REQUIRED FOR OTHER THAN 5-10,000 GALLON 6 DA^dETER TANKS. ii <br /> ^ VARIABLE DIMENSIONS ' II s9 b� <br /> 7 <br /> ABANDONED TANK IIOI_E DETAIL _ DISPENSER ISLAND DETAIL_ IR & WATER SrATION FILTER FABRIC INSTALLATION DE AIL <br /> �I� ` { j <br /> --- ��— .-_ -- -> \ 525 WEST -I RD STE E -'AN-C , CA_FCR1. \ 93230 <br /> 11yr . <br /> I <br /> NO SCALE 3/8--1- <br /> TYPICAL <br /> /8"'1TYPICAL `'ARD DEI`A ' _S <br /> 3300 11rA R'_CC ROP.' & D =C AVE. <br /> PLAvS PREPARED v' y <br /> P,.A\tiIKG FCI'v_r'n'!`G ONS' \ \tiA-MEN c .. A. \' <br /> f r 207 W. S, A!1{M DA A✓ \.,E 5 2C2 -_-- <br /> .. 1 CA O�N''A 91 522 \. w 4.( // ^Iv 'JPA ' �N"' <br /> PHCNE: <br /> 8'8-842-3644 .-.. -- <br />