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p x <br /> BOLL <br /> wo <br /> a <br /> W <br /> CC <br /> � Cr <br /> - - .r---v. . — r--v---v---v--- ---zr--v---v---v---v---v--- ---v---v---v---�1 ----- - �- y (0 <br /> 0 <br /> 42"0 FILL/8f ILL CONTAINMENT MANHOLE FOR 2-4`0 RISERS \ / F.. e <br /> 1. 0 <br /> 16" 0.C. W/ 15 GAL. FILL 4 5 GAL. DRYBREAK BUCKET, //���\\ I �� IOC z <br /> 2 ACCESS COVERS t EZ-LIFT LID (CNI 42-05-1!1 \ / )< \ \. �� f� W <br /> // \�` 1} AY6 SHALL BE RATED FOR H-20 LOADING, MIN. /�� \ <br /> OUTLINE OF BUMP �, /� L/ \� - "4 BARS, 6'-a" MIN., TYPICAL MANW,I _ -.1 I— - 4-04 BAR, x` �l0 1 <br /> BOTTOM, BELOW ' ' `� hP. <br /> — \ �— — - / °�_ \ J� ,30" LONG (D Lu lA <br /> � D.' o <br /> V // � ° V / / �� \, 1L 6 <br /> / I �f i 1:i '. ) :i t °I' �� \k��A/// AA/�� / I Y) i , i Ii \ u�A//xV//C <br /> 1` �I , - C / E �/j xX\ �I �- I r� 1, I, /x C /� /\ <br /> � ��_ �y3", TYPICAL <br /> PRODUCT FILL LID <br /> \\ _ ..._ -� \\ % - BEGINNING OF GROILN - - �\ - 18"O WATERTIG�+T <br /> 42" MgNWAY, H-20 RATED, MIN. \ - 7 / 1 VR PHASE I DRYBREAK Lip - - - -1 '\ T / 1� HYDRCSTATI¢¢ ANNULAR <br /> I / I CROWN SLAB TO I" AT MANWAYS I \\\ //// PRGBE MANHOLE <br /> QUIK STOP <br /> \ , 39 <br /> l\ <br /> 2205 E. FREMONT 5T. <br /> 5TOCKTON, CA 95205 <br /> 0I (209) 4,o4- 1038 <br /> 5AN JOAaUIN COUNTY <br /> - a" THICK REINFORCED colic. APN 141-214-03 <br /> SLAB W/ 04 REBAR s 18" O.C. <br /> BOTH WAYS (FIELD BARS NOT 8HOWN) <br /> " MIN. <br /> '� _.. -� TANK PARTIAL SLAB PLAN <br /> TYP. � <br /> I ALTON <br /> 0 SCALE: In" . r-0" w NGINEERING, INC. <br /> P.O. BOX 1025 <br /> a43 RISKS LANE <br /> -I -- A 42"0 FILL/SPILL CONTAINMENT MANHOLE FOR 2-4"0 RISERS (wEBT SACRAMENTO,�' 312- 13 95691 <br /> ® 16" O.G. W/ 15 GAL. FILL ! 5 GAL. DR:YBREAK BUCKET, F <br /> SUBMERGED TURBINE - -... i 2 ACCESS COVERS 4 EZ-LIFT LID (GNI 42-fps-15-HJ. FAX 373-111'12112 <br /> RCED CONIC. <br /> YARCUBNq MANNOLEB, tYP. \\ I / --- 42" MANHOLE, H-20 RATED, MIN. 8' TRIG 5L DOC. BOTHWAYS <br /> I 'SWAYSVA <br /> ADAPTOR CAP <br /> u)/RATED FOR H-2P� LOADING, <br /> KIT <br /> HYDROSTATIC FOR <br /> PROBE PROPERTY aOF 5ERVC6 REMAIN THE A6 <br /> PUMP MANIFOLD ASSEMBLY 4 OF TANK M <br /> THERE PFAWIWK,6 AND 6PEC F CAT <br /> N3TRFiE.'T6 OF N THE <br /> VR TON EN51NEERNG, INC. <br /> ' 1 - 8"0 WATERTIGHT AND SHALL NOT BE USED FOR ANY PURP06E <br /> LOOPED CONDUIT W/ ___ OTHER THAN THOSE FOR 04CH THEY HAVE <br /> 4a"0 X 32"0 FIBERGLASS \ / FILL CAP W/ - 12" TYP MANHOLE BEEN SUPPLED OR PREPARED THESE DRAIWG6 <br /> CONTAINMENT 6UMP W/ LID ` I I / HOMERUN TO WIREWAY TOP SEAL ADAPTOR �- V TYP. I ' SHALL NOT BE REPRODUCED,COPIED OR TRACED <br /> WITHOUT THE EXPRE661WRITTEN CCNBENT OF <br /> I a a e _ p 4 a _ a' _—. WALTON E`Ya NEERNG, INC. <br /> e A a _ <br /> COPYRIGHT © 1998 <br /> III III I:-_ EXPLO51ON PROOF J - - -- -- FLEX CONNECTOR W/ - _ <br /> BOX W/ SEAL-OFF 5WIVEL(6) A56EMBLY INTERNAL DRAIN, TYP. -- — I I I I I I I I - <br /> -- III- PROBEHYDRORAM <br /> ULl! <br /> -- CONDUIT 70 PUMP RELAY/� ,F.R.P. VENTNAPOR LINE WIN 4"0 RISER — 9 DRAU•N BY MEL / TC; <br /> III -III III-.. <br /> SLOPE A MIN. OF I/B" PER 4"0 BLACK IRON RISERS, TYP -- <br /> III—III -- ATTACHED SUMP COLLAR -� FOOT BACK TO TANK - HYDROSTATIC III CI-�KD' BY MEL <br /> -III III- BY TANK MANUFACTURER �. - - 4"0 BLACK IRON RISER TYP. .. RESERVOIR <br /> EXTENDED HEIGHT III DATE 30 JUL 95 <br /> - 111 II , <br /> SCALE I/2" = I'-0' <br /> -III SUMP MONITOR HOUSING46' x <br /> 32" SUMP W1 LID - <br /> --III I � OUID SENSING PROBE TANK SUMP WI LID JOB NO. 4351(D <br /> W/ LI <br /> 4x3x2 VAPOR/VENT -' -- 2"0 FIBERGLASS PRODUCT LINE <br /> .......__._....- -- la" MIN, TYP. <br /> EXTRACTOR ASSEMBLY W/ 3"0 SECONDARY CONTAINMENT OVERFILL ' <br /> W/ BALL VALVE PREVENTION VALVE REVISIONS <br /> FIBERGLASS PIPE. SLOPE PIPE A <br /> MIN. OF 1/8" PER FOOT BACK — <br /> TO THE TANK SUMP III--III III -- I DATE REVI DESCRIPTION BY <br /> IF FILTER FABRIC REQUIRED: <br /> SUPPLY 4 INSTALL TYPAR 3401 <br /> OR APPROVED EQUAL, MAGNETOSTRICTIVE TANK GAUGE <br /> ON THE BOTTOM AND ALL -- DROP TUBE __ _ <br /> SIDES OF WALLS W/ 2'-0" - TO BE FIELD CUT III. III III .. <br /> OVERLAP AT TCP EXCAVATION. <br /> IN WET-HOLE APPLICATIONS II- <br /> PUMP EXCAVATION DRY PRIOR I 45° FIELD CUT - - — NATIVE SOIL, TYP. <br /> III <br /> TO INSTALLATION. <br /> TANK STRIKER PLATE BY TANK - <br /> ,� MANUFACTURER, TYP. - --- - ---- <br /> III=111 I _ - - <br /> --- - -- - - - -- - - - -- - - -- -ISI II1 --III- <br /> ,_ - <br /> FT <br /> - -__ <br /> III : I �-IIII -I -1 _I iliI Ii - I ! I=Ii1 I IIII I-I-I1 I( II I III-II1 -I II II1 .i . 1I <br /> = SHEET TITLE <br /> I :I II12" MIN. _ i <br /> III - IICONCRETE TANK HOLD DOUN5 NOT PEA GRAVEL BACKFILL (TYP.) <br /> PROVIDEODO <br /> GAL FRREQUiRI __ I I-- <br /> TANK <br /> II I iL -Ii,- <br /> SECTION, <br /> SLAB <br /> TANK SECTION - UNLEADED GASOLINE <br /> SCALE, 1/2" - 1'-0" <br /> PE ■T <br /> - 2 <br /> OF -I 5NEET5 <br />