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0 (911 XERXESDEADMAN BURIAL 1720SFrmmA"StMINIMUM BURY-VARIES BY PIPING SIZE aektm VENT CAP-FIV /VALVE AT PIV VALVE AT GASOLINE B Y S H A W C O R WATER AT(RADE AND PAVING CONDITIONS. INSTALL (NON-GASOLINE) GASOLINE MANIFOLD VENT RISER SYSTEM 0}16-21 (ADJUST HGT.AS PER MANFSO REQUIREMENTS 3I'IENTS (j 61 12'MIN.-OUTLET TO 12'MIN.-OUTLET TO REQUIRED) TANK DATA INSTALLATION GRADE (SEE ALSO DETAIL 3/PET4) Z NOM.CAP.(GAL) 20000 TOTAL COVER PICLUDMGSOd& 500 FIN.GRADE,TVP. FIN.GRADE,TVP. 61 TYPE(SRJGIEWAI1r1;DW=3) 3 TOP SLAB(FT) DRY=I;WET-2 2 TOP SLAB TIBCXNESS(00 S. MANIFOLD To MANIFOLD GASOLINE Z UIQ NOM TANK DLL(FI'.) IO TOP SLAB lENGTH(Fr) 3900 GASOLINE RISERS 1.p it FIBERGLASS PRIMARY PIPE W/ VEEDER-ROOT EVR CARBON W ••••••'•••••••••••••••••'• ••••••"•'•'••'• TOP SLAB WIDTH(FT) 12.00 SECONDARY CONTAINMENT PIPE RISERS CANISTER VAPOR POLISHER W O r' PROD.STORED(GAL) 0 DEADMAN LNG(M 36.00 SLOPE PIPE TO TANK, (CCVP)SYSTEM-INSTALL Z F- r SPEC.GRAV.USED 1.00 DEADMAN WID(IN) 18.00 TYPICAL PER MNFR INSTRUCTIONS X(�)( INSTALL CCVP MOUNTING (� DEADMAN THK(IN) 8.75 VEEDER-ROOT P/N 332761-002 BRACKET,VEEDER-ROOT Z Z O�m� SAFETYFACFOR11OF41"DIAMETERIUMPS 2 � (KIT 8612 9 0-002 7 PM 330020-641 0 -4^m DOWN FORCERJP FORCE= 1.54 ;1 •�. °/ _ - -_ Q (L U TOTAL WEIGHTS °S� I 110"MIN.LOWEST U-BOLT N uj DOWN FORCES '�/ ° _ I ABOVE FIN.GRADE INSTALL VAPOR r PRESSURE SENSOR, CONCRETE WEIGHT 34899.33 LBS. Q i 0) BACKFILL WEIGHT 226927.84 LBS. PEA GROVEL BACKFILL,TVP. _ VE 33IS4&-00 TANKWEIGHT 11300.00 LBS. -- W _ _ _ PM 331946-001 � PRODUCT WEIGHT0.00 LBS. TOTAL DOWN FORCE- 273127.18 IBS. --- -- UPFORCES TANK DISP.FORCE [BS. TOTAL UP FORCE 177408.67 IBS. CCVP INLET PIPING KIT W/ INSTALL REDUCING TOTAL rte" LOCKABLE BALL VALVE TEE,SCH.40,MIN. (1/2"4 PIPING) VEEDER-ROOT PM WORKSHEET EVEEDER-ROOT PM 330020-638 P/N 332954-002 W TANK DATA FIBERGLAS9 SECONDARY H On(UX SHELL DL\pdTBR 10.00 FT. • ACTUALCAP(GAL) 19762.00 CONTAINMENT FITTING, W/� y Q O Q N SHELLLENOUI 27.73 Fr. • TANKWT.(IBS.) 11300.00 TYPICAL �iC�40�MN W V C(1 Q V IL_u DOMEPRO=ON- 5.00 FT. OAL(Fr.) 37.73 {{� Q Mm POINTHEIGHT 9.33 Fi. NUMBER OF RBS 22.00 X COLUMN HEIGHT 1433 FT. •••••••••••••••••••••••••••••••"••••••"•• J O 0-m US U1 U RIB VOLUME- ---- 2631.00 CU.IN. DOMEA.(SQ FT) 78.54VENT RISERS,STEEL PIPE W=in W DOME VOL(CU FT) 523.60 pOpC ��pQr 1i L19400GNJ� /� )^ r IM I TOLD GAOL INE i V Q LI-U- Q P Kl t H REINFORCED CONCRETE VOLUMES(CU.F1'.1 CONTAINMENT A B C D E C TOP 17.83 317.83 DEADMEN 78.75 PIPE lIN.J (IN.J (IN.) (IN.) (IN.) (IN.) G @ Q QU FORCE-VOL X SB LBS/CF 27969.33 FORCE(LBS)=VOL X 88 LBS/CF 6930.00 3 15 10.6 6.5 10 145 VENT RACK 4 SUPPORTS N 4 85 12 1.5 12 165 35 cel Q TOP SLAB&DRADMEN FORCE 34899.33 LBS. 6 1065 15 8 14.15 22 Q UW BACKFILL VOLUMES(CU.M. SMITH RED THREAD IIA PIPE (CVP EQUIPMENT e INSTALLATION E v) OVER TANK SHELL-- 1390.23 OVERDEADMEN 1548.00 HARDWARE SHALL BE AS SUPPLIED W OVER TANK DOMES- 47114 ENDWEDGE 372.67 BY VEEDER-ROOT(V-R),W/NO U TOTAL WETVOLUME 3782.13 SEE ALSO SMITH TRENCH DETAIL 3/PET4 SUBSTITUTIONS ALLOWED,AND FORCE-VOL X 60 LBS/CF 226927.84 IBS. INSTALLED PER V-R -1 INSTALLATION INSTRUCTIONS. BUOYANCY SHELLVOLUME_- 2286.76 CUBIC FT. SMITH PIPING CROSS-OVER DETAIL DOMEVOLUME--- 523.60 CUBIC FT. vpOFESS/O RIB VOLUME---- 3350 CUBIC F. P\S S•(f2fo OF PAVING N Q l7 TOTALVOLUME 2843.65 CUBICFT. 4 ." SCALE: NONE(SOME EXA.Gr ERATION) FINISH GRADE,OR TOP 4 1.0 VOL X 7.48 GAUCl1.F1'. 21272.02 GALLONS 4W 0 FORCE-GAL X 834(LBSJGAL - z 177408.63 IBS. W �0' ill Wo : rban..,rm I I INSTALLI IIII_ RACK,SUMP, SUPPORT CONC. i � I 1 AND PEA-GRAVEL I � Q Y (() W O XERXES DEADMAN BURIAL 1720 S Fresco Ave Stockton 4I I --- --- 'I BRAVO NSNSR I-----i LII�I-IF Q U -1 0 r I B Y S H A W C O R WATER AT GRADE `� I i i I I I II; 0}16.21 fFG�®fn�l4 I �ODC 1 TANK DATA INSTALLATION ANY METAL PARTS BELOW GROUND INCLUDING r L------- --J L------- NOM.CAP.(GAL) 20000 (12kx8k) TOTAL COVER INCLUDING SOa& TANK HOLD DOWN HARDWARE(TURNBUCKLES, l --- _ __J TYPE(SINGIEWALL-1;DW=3) 3 TOP SLAB(FT) 5.00 ETC.)WILL BE CORROSION RESISTANT. ALL ----- W DRY-1;WET=1 2 TOP SLAB TMCIMSS(BJ) 8.00 METAL PARTS OF XERXES RESTRAINT SYSTEM, -3 01 NOM TANKDIA(Fr.) 10 TOP SLAB LENGTH(FT) 39.77 AS SPECIFIED,ARE GALVANIZED Q Q Z W Ww •••••••••••••••••••••••••• ••••••••••••••••• TOP SLAB WIDTH(Fr) 12.60 VENT RACK W/ CARBON CANISTER (CCVPI OV Q zm PROD.STORM(GAL) 0 DEADMAN LNG(FT) 36.00 a SCALE: '4 =F-0" (W/SOME EXAGGER4-10N, SPEC.GRAV.USID 1.00 DEADMAN WID(IN) 18.00 DEADMAN THE(IN) 8.75 W BUJ O Q O S SAFETYFACTORIOF 48"DIAMETER SUMPS 4 >i W U 7 DOWN FORCFNPFORCE= 1.4x3 :1 i CC Z - I MULTI-PORT E.V.R FILL (n Z LL O Q ASSEMBLY SYSTEM INCLUDES: OOT Q r Q nl DOWN FORCES TOTAL WEIGHTS i 5 GAL.VR-I CONTAINMENT INSTALL 4 TEST ALL EQUIPMENT (n ! -3 O�p PER MNFR.REQUIREMENTS V i CONCRETE WEIGHT 34928.67 IMANHOLE W/VAPOR CAP 4 41 O Q BACKFILL WEIGHT 2BS.20528.49 LBS. VR ADAPTOR,TYP. TANKWEIGHT 12700.00 IBS. SEE SITE PLAN FOR SLAB THICKNESS,BURY DEPTH. 0 N Q PRODUCT WEIGHT 0.00 IBS. 5 GAL.FILL CONTAINMENT r TOTAL DOWN FORCE- 268157.16 LBS. MANHOLE W/FILL CAP 4 UP FORCES TOP SEAL ADAPTOR,TYP. 12"TYP. TANK DISP.FORCE 184406.84 LBS. O O ALIGN SENSORS W/INSPECTION PORT I"TVP.CROWN TOTAL UP FORCE- 184406.84 LBS. /TANK STANDARD HOLD-DOWN STRAPS, WORKSHEET / EXCAVATION, SUPPLIED BY TANK MNFR,TYP. _ TYP. SHROUD BOOTS W/' TANK DATA _ -ae • SHELL DIAMETER 10.00 FT. ACTUALCAP(GAL) 19806.00 O(D CLAMPS,TYP. _.__P SHELLLENGTH 25 FT. • TANKWT.UBS•) 12700.00 U.S.T., TYP. DOME PROJECTION- 5.00 FT. OAL(FT.) 37.77 'I } MID POINT HEIGHT- 9.33 FT. NUMBEROFRIBS 22.00 0 O q,e 'MANWAY SKIRT • ° a. COLUMN HEIGHT 14.33 FT. • ••••.•••••o.•••.••••.•.•...••.•••..•..•.• TURNBUCKLE,SUPPLIED BY .. .. .. ' RB VOLUME 2631.00 CU.IN. DOMEA.(SQ FT) 78.54 TANK MNFR,TYP. HYDROSTATIC SENSOR W/IN DOME VOL(CU F'1) 523.60 '.BRINE RESERVOIR,TYP. W 8'a"x18"DEADMEN,SUPPLIED BY TANK EXPLOSION PROOF"U" � REINFORCED CONCRETE VOLUMES(CU.FI'.3 MNFR., ,OUTSIDE OF TANK SHADOW,TVP. BOX W/SEAL-OFFSTYP. INTERSTITIAL FLUID TUBING Q TOP SLAB- - 3 i 8.17 DEADMEN 76.75 TO SUMP PORT FORCE-VOI-XSSLBS/CF 27998.67 FORCE(LBS)-VOL X 88 LBS/CF 6930.00 TANK"SHADOW",TYP. CONDUIT PENETRATION TOP SLAB&DEADMEN FORCE 34928.67 LBS. FITTING FOR DBL.WALL: ..42"(MIN.)DBL.WALL BRINE- SUMPS,TYP. ...FILLED CONTAINMENT SUMP OO BACKFILLVOLUMES(CU.FT.) MONITORING COMMUNICATION. � m OVER TANK SHEW 1283.57 OVER DEADMEN 1548.00 TESTING APPARATUS tU/ ui E3 OVER TANK DOMES- 471.24 END WEDGE 372.67 BALL VALVE Y - '4 b BLACK IRON W � TOTAL WET VOLUME 3675.47 RISERS,TYP. � � - TYP. IA d FORCE-VOL.X 60 LBS/CF 220528.49 IBS. -III BACKFILL BED PEA GRAVEL 1.-� W N �_ 0 II II I-III III _ BACKFILL,TYP. 1w = Q BUOYANCY - - - - I- SUMP PROBE W/ ~ J W SHELL VOLUIe� 2398.94 CUBIC FT. -III-III III -I I 'FLOAT SWITCH,TYP. ~ Wra O�F DOME VOL;DiE523.60 CUBIC FT. Q0.0FESSIO 12"MIN. 'Illi - - - 2 _. r Q §T c 'P/2 I-1 - ALIGN TOP OF DEADMEN - I INSTALL TANKS,DEADMEN AND QQ W �iF- RB VOLUME- 33.50 CUBIC FT. R\5 S,( f - _ TOTAL VOLUME 2956.03 CUBIC FT. 4� f�„ W/TANK BOTTOM,TTP. ACCESSORIES PER TANK MNFR INSTALLED SUMP BASE 4. .. Z LL W �i} VOL X 7.48 GALCU.FT. 22111.13 GALLONS `�' ^ INSTALLATION REQUIREMENTS. co a FORCE GAL X834(L"AL - 194406.84 IES. COLLAR BY TANK MFR' ' 0 G p 0 mato ;z:j 1�v WIDE � a O � 5 BUOYANCY CALCULATIONS 4 UST DEADMEN INSTALLATION (PRIOR TO COMPLETING BACKFILL) 2 U.S.T. FILL SUMP DETAILS ��va `1 I" SCALE: I" = I'-0" SCALE: 1/2" =I'-0" SCALE: P I'-0" (WITH SOME EXAGGERATION FOR CLARITY) o REFERENCE EQUIPMENT LIST KEY NUMBERS AT SHEET PET-8,TYPICAL THROUGH OUT. 111 � NOT ALL EQUIPMENT ON LIST WILL BE CALLED OUT ON DRAWINGlS). mo �0C= 10 E-' SF-EE-3