INSTALL_PLAN 1997 - Laserfiche WebLink

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�� ,....•,� 8. - A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH PREFABRICATION ASSEMBLY 13. - ALL U.G. CONDUIT TO TANKS SHALL OF SCHEDULE 40. PVC CONOUIT -Y BE SUBSTITUTED Sheet Notes 4. - TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED. ME SEALING CERTIFYING TRAY ME ASSEMBLY OR 5TRVCTURE IN QUESTION HAS BEEN INSPECTED MEETING FOR GALVANIZED EXCEPT FINAL 2'-0' TO ANY LOCATION. PVC CONOUIT�INIMUM BURY - Sheet Notes BOOT IN THE SUMP IS TO BE INSTALLED WITH THE VALVE. TURNED DOWN, AFTER THE REQUIREMENT OF THE CODE. DEPTH IS 24" PER CODE. TEST THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY ENVIRON'). ELECTRICAL 1. - SUMP PIPING VENERICAL PENETRATIONS SHALL BE MAGE 5 SHALL DE MADE VSINC BULK HEAD FITTINGS PIPING TO THE SUMP MONITOR PROBE. 9. - TANK STABILITY SHALL BE CHECKED AGAINST FLOATATION. PER MANUFACTURERS CHECKLIST 14. - ALL RISERS SHALL BE GROUNDED AND BONDED PER DETAIL W4 ON DWG. TK4-2. ( WIM APPROPRIATE NR TIGHT COMPRESSION F TTINGS WITH, SEAL-OFFS. 5. - ALL PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE CENTER OF THE SUMP 10. - NOT USED. 15. - FOR A 20000 GALLON 10' DIAMETER TANK, THE ANNULAR 44,kk (LE. ENVIRON). TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS AND SPACE ISIER 1^3 LOCATED ON THE FILL SIDE AS SHOWN. RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE 11. - FOR ALL MEMANOL COMPATIBLE STORAGE S'dSTEMS, ALL READILY ACCESSIBLE COMPONENTS 2. - THE HEIGHT Of PENETRATIONS INTO SUMP FOR SIPHON PIPING VARY BETWEEN LINKS THE SUMP SIDE 'WALLS MUST BE SEALED IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY WHICH ARE NOT METHANOL COMPATIBLE FOR TTiE IMMEDIATE INTENDED SERVICE SHALL BE 18. -- t0 CALCULATE TOP OF TANK ELEVATION. START Wlht T8" MINIMUM PTH F DE C VAPOR IN FOR ILLUSTRATIVE PURPOSES THE ENO TANK HAS BEEN SHOWN IN THIS VIEW. SEE TESTED WITH STANDING WATER FOR A PERIOD 9F 'L4 HOURS fO INSURE THAT THE SUMPS RETROFITTED TO ME FUELS INTO TH£ STORAGE SYSTEM. RECOVERY LINE AT THE FARTHEST UTSPENB€R AND SLOPE I/4' PER FOOT MAXIMUM TO DETAILS #8 .et #9 ON OW6. TK3-2 FOR MIDILE TANK SIPHON PIPING DETAILS. ARE WATERTIGHT. THE ARCO FIELD ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK 1/16" PER FOOT MINIMUM, ADD 12" AT THE TANK. ADO 13" (FOR J PIPE OR 8" (FOR T) INSTALLATION CHECK UST BEFORE CONTRACTOR WILL BE PAID. 12. - ALL MANHOLES ON THE G1NK SLAB SHALL BE INSTALLED WITH A 1 -1/'2" CROWN OF CONCRETE FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90' OR 45'. SET TANKS 5 DEEPER THAN 3. - TANK(S) SHALL BE UNDERWRITERS tABORAf01Y APPROVED AS CALLED FOR ON WE TO PREVENT WATER INTRUSION INTO THE MANHOLE. SEE SECTION A ON DWG. (K3-5. CALCULATED AS PRECAUTION. IN NO EVENT SHALL THE TANK BE BURIEO LESS MAN 4' -G" SITE SPECIFIC DRAWING OR AS DESIGNATED C4 THE SUPPLEMENTAL CONDITIONS AND 0. - THIS DIMENSION IS CRITICAL AND MUST BE A HEREO 10. CONTRACTOR WILL BE REQUIRED TO ME ARCO FIELD ENGINEER WILL BE REQUIRED f0 SIGN OFF ON THIS ITEM AN THE TANK BELOW FINISHED GRADE OR DEEPER THAN P-9" BELOW FINISHED >. SILALGT1/4 SEE MANUFACTURERS ` % MANN C DOUBLE WALL TANKS O FTION. 1 S REINFORCEDTIOF PLASTIC (FRP) AS REINSTALL AT OWN EXPENSE OR WILL BE BA.KCNARGF_D FOR EXPENSE TO CORRECT INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM 1/4 PER TOOT SHALL MANUFACTURED BY XER%ES CORPORATION. 1 -STALLATI9N 9F TANKS AND PIPING INCONSISTENCIES. SHALL BE IN ACCORDANCE WITH 5PECIFICAfIO�J ,3800 uNrEST EDITION AS PROVIDED 7. - SEE SHEET TK4-2 FOR Lu)WU PROBE COUPfJNC DETAIL_. PROBE TO BE MOUNTED AT SIDE BE REPORTED 79 THE FIELD ENGINEER. . BY ARCO PETROLEUM PRODUCTS COMPANY, D MANUFACTURER'S INSTRUCTIONS. OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA. TANK LEVEL GAUGE (IF INSTALLED) 21 PRODUCT-•Y it p� 20 1INACTIVE SIPHON fK -I 11 SLOPE AS SHOWN ON qq PIPE PLUG - -B' S- - i6 4'X;} VAPOR RECOVERY DETAIL (}10 ON DWG. RC3-2 ` 6 (IF t„1UC� NOT IK ADAPTER ¢c CAP IN SPILL =}_ /4A' ,M I STALLE 5 N 4"F V TANK LEVEL GAUGE- � f8 CONTAI MENT FILL BOX. �! Y] I- SEE NOTE O1 16-1/T Ig-1 2' (IF INSTALLED) � � U a io REF REF _ __ - 2" F.G. VENT e�Il �U D e &&& SUMP MONITOR 22 - - - -- ----- 4°} (UQUIO PROBE 18 -__ --_� _ -QZ PIPE PLUG IN 4"X2' ' SEE NOTE I)`7 11 LL > '- I (TYPICAL 'N/INACTIVE SIPHON) w 1 -- OUBLE TAPPED TUSHING 24 1Q< 4 �H2"iV•J PIA QJ ONLY rc N N x UNION --- I I - - - -- SCR'D BLA,CKSTEEL I- f (TYPICAL W/INACTIVE SIPHON) 13 11. EL N 2q 4' FILL ADAPTER 1.5 NEW 2" UNION BULKHEAD 22 AND CAP IN SPILL •..`� SCR'O BLACKSIEEL FITTING �.- CONTAINMENT FILL BOX 21 PRODUCE (� TK2-I • ALL MANHOLE ACCESS COVERS SEE NOTES W ACCESS PORT -- 4 , TK2- 1 '.-_._.. YO BELOW MANHOLE ACCESS C BE �..- `� W5 -- 2" VR' ^� .� A LIQUID TIGHT AND LOCKABLE HEADER B (( PrCJ-9 SEE NOTE #6 - Plan View iew cc 4-1/L"' TO g' NOT (U SCALE: 4"x 3 V' GALV. REDUCING -- 12 ALE: MIN. CRpWN 8 0 TEE �/ 4 CALM. PLUG TEE NOTE #12NItJGS) 12 - 1 )Be 9 4" PVC THREADED 5 GAL ON SPILL- O. PIPE CAP f0NTAJjEn WITHg' CABLE-11GRIP IN'UNE DRAIN - 21S' I.D.DSET AT 8" MIN. ' A.C. PA41NG C-H CGS 293 (T!P) -- � 17' MAX. P. f d. i . •9• 'I• "•s •� - -- _ J" MIN. SEAL OFF SEAL OFF �,_... 1-BOX & 3/4" CONDUIT 5/4" GOND. - - _ I _ S/4" NOTE 1 } �� f0 TURBINE (SEE NOTE #13) Y LOOP i0 SUMP 2J (SEE NOTE X13) -- 23 _ �tc NOTE: (SEE NOTE $13) ° If x - --- SEE MONO ESIPHON IpING h - b 3 TURBINE CONTAINMENT' AND FILL SIDE SUMPS 4" GALV. RISER- - I N 0 ---- PRIMED AND WRAPPED I I WIG1D CONDUIT - 1 #I (FURNISHED BY TANK MANF.) FIELD BOND TO •4p TO GRAPE a ANK COLLARS. SEE DETAILS Ni & #2 (SEE NOTE #15) I I /�\4'xf'L" L- 10 22' ,(R ON DWG. TKJ� I FOR CURREN STANDARDS ? BLACKSI L RISER- `2 BLACKS�yTE�EL "� - :{ 1------� X' VENT & V.R. PIPING - 3EE NUIE 14) - I pRISF,j2CW[ - _ { F- d 36A° CONDUIT-- �O(SEES NOw #14) -- - - - - 0 14" - -G L OV BF11ti EN _ f�NKS IF GASIGING .,.�\__ N T INSTALLED (W/ PULL STRING) (SEE NW, (/13) "tel _t 2" BELL & SUMP MONITOR t8 FNPT ADAPTER •� "-s�j (UOUID PROBE) - i iJ LL I J 17 SEE NOTE #7 BALL FL T VALVE NOTE: SECOND INSPECTION 5 '7 (7YP. 2) WELL NOi SHOWN ` --- - RACKFILL- THIS VIEW PEAGRAVEL/ CRUSHED ROCK .,. `S PER TANK MANE. SPECS. SEE NO E #.3 ( 1 1 j � l 3 4 5 IIS II 8 i III - - -- - - j -- - - - - I iII III II • 1/4 STEEL PROTECTION ./ 45 PLATE-TYP. ALL OPENINGS ON 2" BLACK STEEL \ I _� FIOERGIASS TANK SIPHON PIPE TO (BY TX M UF.) TANK „.. DETECTORLEAK 19 - -U_..,___,.-\/-.•"_.1.! \.F- -_\./- tJ_-__VT - - ---__. - I� i® (�.'y \�\ " (LIQUID :.' ••" .•- - o +.7,1G7I.7f �! M PROBE _ TANK SHALL BE SET DEAD LEVEL PFAGRAVEL/CRUSHED FIBERGLASS TANK .. .,._..s...y...,.,.®.._,.�,..r..... ._...�____.__ .,_.. .:,.•.°•• vw• �•'•,.. ROCK DED qR SLOPED 1" MAX TO ANNULAR SPACE PROBE W. DAT6 ?NEVI£JONO PROJWT RELVA66 Prof axe, drewn by -. �_ . - Gclnl. _ PEM4T N.T.S. - _ NU -- •-U MIN (N.T.S �_-- -pr0(9ct laciiy 2'-0' MIN_ _- TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER END OF TANK EXCAVATION ONLY BILI EXC NLY ON ONLY Underground Tank Section cow, - -- - - - ---- - --T.--- -- ARCHITECTURE . ENGINEERING • ENVIRONMENTAL SERVICES •T//�///� 7JOT TO SCALE k j 650 HOWE AAE. STE. 504 SA(AAAENTO, G 96625 (916) 846.4003 .-.-- 1 r%2- AC SEE NOTE #3 OhM INC JOHN 0. JOHNSON, ARCHHECT JAMES 11. RAY. QVI, ENGINEER ti!e•. )U!9 _2IC