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TANK ANCHORING DETAILS
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<br /> A. PLAN VIEW OF TANK INSTALLATION C. ..-- — _j _J
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<br /> XERXES PSL #1316
<br /> BIO-DIESEL _
<br /> BLENDING "� ~
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<br /> 456 402 0 0100CO0 C)o CONTENTS BY
<br /> OTHERS DEF PRODUCT LINE FILL LINE FROM PRODUCT LINES TO � -4" 3' 0' 4. 3'
<br /> FO DISPENSERS REMOTE FII_l_ BOX DISPFNSC:RS _ ? 10' 4" y
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<br /> 6 7 10 10' DIA IY DIA 10' DIA -'
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<br /> 30.000 GAL 30.000 GAL 2C)Of)0(aAE
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<br /> DIESEL_ DIESEL B-99 BIO-DIESEL/DEF E:
<br /> 1 7'1 L30 5 t' __ . _ __ _ _ _ MAENIFOLD CONNECT ON, J3 _ e cr in
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<br /> LEVEL GUAC:,F �' LIJ U.a �0 Lq
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<br /> INSTALL FABRIC LIN VIRA#1125 i3 9 / 10
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<br /> (0)0006 -� F TANK 1'"0" MIN- PEA GRAVE(_ INSTAt..I.13.C)
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<br /> ._ -_.�..._.....�,_._._...._- ....____ _ _... ..__ HOI_I_. WHERE OVER COMPACTED SOIL
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<br /> 0 ® (0 �� VENT LINES TC
<br /> TANK 1 -30,000 GAI._L0NS IOIFSEI_ O VENT RISER
<br /> , UST ANCHORING NOTES" R
<br /> 2 3 1. WHEN WORKING BELOW GRADE, EXTREME CARE: MUST BE TAKEN TO ASSURE WORKMAN SAFETY. SLOPING AND SHORING SHALL BE: PROVIDED
<br /> _ TO COMPLY WI FH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART` '1926 SUBPART P, OSE-IA STANDARDS-EXCAVATION OR WHERE
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<br /> INTERSTITIAL. A B 2. TANK ANCHORING IS ALWAYS REQUIRED.
<br /> i~•> FILL &TANK
<br /> MONITOR LEVEL CCLJAGE �I T-2 T-2
<br /> --- Tor........._ a ._.,...rte_......_.... _ro __.... __ .a,__-__rt _ r r, ....... __...�� __.. .� ra_....__f,__..ee� ,,_k r�___ moo_.__. ate__ �_ ��_ ___ ____r� _.rt._... . �a......._ _.._..e1.__ e�.._.._ a�___ r,.__.�e 3. INSTALL DEADMEN ANCCi(�F�;3 AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER.
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<br /> 4. TOTAL._ LENGTH OF DEADMEN IS MINIMUM 12" GREATER 1 HAN OVERALL_ LENGTH OF TANK.
<br /> 2 3 II 5. EACH TANK REQUIRES DEADMEN ON EACH SIDE.
<br /> 4' MIN. ----�
<br /> f 6. INSTALL HOLD DOWN STRAPS AS SPECIFIED AND SUPPLIED BY TANK MANLJFACCTURER.
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<br /> O TANK:2:::30,000 GALLONS DIFSEI_ 7 I._C)C;ATE STRAFES ON RIE3ti� WHERE !NC)ICATED ON TANK ELEVATION PER XERXES SPECIFICATIONS & INSTRLJC;FIONS.
<br /> 8, FASTEN DROP-FORGED TURNBUCKLE TO ANCHOR ON DEADMEN.
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<br /> 9. ATTACH ALL HOLD DOWN STRAPS TO DEADMEN USING TURNBUCKLES. UNIFORMLY TIGHTEN ALL STRAPS TO ACHIEVE= EQUALTENSION WITHOUT r
<br /> TANK DEFLECTION, ���
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<br /> 10 INSTALL �E-LJRNk3UCKLL�S AS SPECIFIED AND SUPPLIED BY TANK �/lANI.JFAC;TI.JRE�.R. `C
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<br /> INTERSTITIAL MANIFOLD-CONNECTION, = [RAPS, r c r �' > a
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<br /> 11, COAT ALL EXPOSED S EE�AP TURNC3UC BUCKLES AND REINFORCING BARS WI N PITC I1MA� 1
<br /> MONITOR &VENT CONNECTION a. '
<br /> 12. INS"FALL, UST'S SO THAT TOP OF TANKS ARE AT SAME HE,ICah-I...F.
<br /> TANK 4 - 10,000 GALLONS DEF
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<br /> WHEN TANKS HAVE BEEN INSTALLED WITH BACKFILL 1-0 TOP C:)F TANK, AND PRIOR TO THE INSTALLATION OF F3ACKFlL.I._ mI�C�? GRADE, THEY SE-IAI._L_ BE
<br /> COMPLETELY FIL_LEC::) WI-FF-I WATER AS BALLAST. DO NOT FILE._ "TANK. UNTIL BACKFILL IS EVEN VV11 H TANK -TOP. AE_I_ WORK, FROM THE FIRST PLACEMENT
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<br /> � TANK IN EXCAVATION UNTIL, BALLASTING IS COMPLETE, SHALL BE I:�C7NE ON AN UNINTERRUPTED BASIS. C;OORDfNA HE ALL f3ALLAS LINCa OPERATIONS WITH
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<br /> v ��p O 2a,00a GALLONS � � Op OWNERS REPRESENTATIVE. 0 Fr
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<br /> DEFLECTION MEASUREMEN"T E3EFQRE & AE""=TER TANK INSTALL..ATION SF"1ALL E3E ACCCORDINC; TO MANUFACTURER'S REOUIREMENT-S AND SHALL.. BE WI THIN
<br /> 4 _ MAW.)FACTURER'S -"TOLERANCES. ALL INFORMATION SHALL BE. COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION.
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<br /> CONTRACTOR SHALL_ PERFORM 1 HOUR AIR PRESSURE TEST ON -THE. TANK AT 5 PSI BEFORE. THE TAN K IS SET IN THE EXCAVA��TION AND INSTA{._LED-
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<br /> UST INSTALLATION NOTES:
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<br /> 55'-7�" 6'� 2' MIN.
<br /> TYPICAL & 2' - 59 �� N 1. SLOPE CONCRETE AWAY FROM ALL MANF-iOL_ES 1" RISE OVER 12" RUN.
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<br /> C7Y ;?. REINFORCING BARS TO BE NO LESS THAN 2" AND NO MOE";ETHAN 4" FROM SURFACE.
<br /> SUBMERSIBLE PUMP FILL BLANK INTERSTITIAL FILL& LANK� SIPHON CGNNEC;I"ION,
<br /> ENCLOSURE. FILL &VENT RISER MONITOR LEVEL GUAGE &VENT CONNECTION 3, REINFORCE CONCRETE. SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF MANI-iOL_E.
<br /> CGNNEC f IONS o
<br /> 4. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN 1/8" & MAX OF 3/4" IN SIZE, FREE OF C;I..AY, SLAG, CINDERS, OR DEBRIS. 4_
<br /> ELEVATION INSTALLATION AI_..L SUBS EI"TUTES MUST BE APPROVED BY MANUF=ACTURER'S & OWNER'S FIELD REPRESENTATIVE, � L
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<br /> 5. TANK EXCAVATION OBSERVATION SUMP, INSTALLED WITH TANKS, DO NOT DRILL AFTER INSTALLATION
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<br /> C E F A B C D A 3 -ASPHAL"F AND S"TONE PER 6. VENT RISERS, SEE DETAIL_ ON SHEET T-6 w y
<br /> Tv3 T-2 T 2 _ 3°THICK T 2 Tm 2 OR E-2 C-2 T-3 PROJECT SPECIFICATIONS Ua jF,.
<br /> XERXES � v Y L.) >_ � � ,0
<br /> CONCRETE. 3 1 7. TANK PAD MINIMUM 2'.a" OFF OU""TSIDE_ WALLS OF TANKS, AND MUST COVER T FIE. FCaOI"C_E;INT OF THE TANKS �� b M T> NI
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<br /> 8, CUT CORNER WHERE MEETING ASPHALT PAVING ONLY, SQC.,JARE: CORNERS WHERE MEETING CONCRETE. ) "? a_
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<br /> 9. SEE SITE SPECIFIC PLANS E=OFA ACTUAL TANK PLACEMEN AND ORIENTATION ET
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<br /> ,,, „-_ 10. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS, 06�
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<br /> 11. PLACE (1) 12" LIFT OF PEA GRAVEL UNDER TANK; PUSH BACKFIE_.L INTO PL,AC`E_ EW USING A NONME=_I_AL. PROBE: LONG ENOUGH _FO REACFI E3FNEmATF�9
<br /> 7 TANK. AFTER SECOND 12" LIFT OF MATERIAL, BACKFILL. TO TOP OE- TANK.
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<br /> 12. CRANE TO BE USED TO OFFLOAD & SET TANK AS PE.R MANUFACTURER'S REQUIRE MF_NT S. �"
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<br /> 13. SHORE AlL TANK EXCAVA"1RIQNS IN AC,CORCaANC:E V\(ITEi OSHA 1928 SUBPARF P, OSHA STANDARDS EXCAVATIONS: FINAL RULE OCTOE3E R-1�,1989 "
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<br /> LINE LEAD ETEC-TIO NOTES,:.
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<br /> _ co 1. DIESEL LINE LENGTH MEASUREMENT" F> 3?7 F EAE"l FOR USE IN F E_I_.E PROGRAMMING. 4LLj tµ
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<br /> SCALE:
<br /> M E 2 PLLD FO BE INS""TALLED ON TANK '1 DIESEL STP . . 1/4 -:= 1 -C)
<br /> rne) 4 - 4 3. 657 psi CHECK VALVE (FE PET RO PART#402459931) TO BE INS"TAI-_LED ON i ANK 2 C7IESEL_ STP. - DRAWN BY
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<br /> _ _-___-- -- ___.__ _.__.----___. 1' a'MIN. 4. ALL DISPENSERS
<br /> TO BE WIRED & CONFIGURED "FO ACTIVATE E30TET E)IkE_E_ S I C 7 FOR EACH FUELING ,
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<br /> PROJECT NCS.
<br /> LINE OF DEADMEN ANCHOR HERD. (FY P L) 1;1
<br /> STRIKER PLATE INSTALLED BY XF_RXf.s Ld t HUJH
<br /> = RA#1125 GEOTEXFILE FABRIC LINER IN TANK HOLE _ (
<br /> INSTALL TRLVI � C.1
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<br /> NATIVE SOIL 1 0" MIN. PEA 4L L.._ R ACTED
<br /> _. F IR.: N CIO FO SUPPLY GEOTEXTII_.E FAEiRIC 4 11 TANK SFIALL I:E INSTALLED LEVELax
<br /> SOIL, DEADMEN 'TO BE SET ON PEA GRAVEL
<br /> CoS LRIKER PLATE INSTALLED BY XERXES
<br /> R '; _.... T� DRAWING NO.
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