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HomeMy WebLinkAbout10141009.pdfM L x 4'RPROVED. w LONGEST VENT RUIN IS 78'-4" 6 1/4" PER FOOT A FALL OF 19.5". A BURIAL DEPTH AT TANK SUMP PENETRATION IS A MIN. 3'-8" TO TERMINATE AT 12" BELOW_ FINAL GRADE SET VENT PIPES 1/4- SLOPE PER FOOT DOWNWARDS TOWARDS TANKS �1 EXIST. PLANTER VENT PIPING FOR GAS PRODUCT 8 MANIFOLDED IN ACCORDANCE WITH "CARB EXECUTIVE ORDER VR-101-B" 8 1 9 10 11 � lSIRNbS, AN, am vCAI E I• LL ISLANU. i I U UKINU PER FOOT DOWNWARDS TOWARDS TANKS ; r "" w w ISP N SUNDER CANOPY ; ; OVERFILL ALARM AND � ``' _ __ ____________�._ ;..� _.� US ACKNOWLEDGMENT SWITCH z - - -- -- VEEDER R001' TLS350 PL - 11 - � G i F � E D � M A. 0 U) EMERGENCY SHUT �;t F SWITCH m ¢ j UST MONITORING SYSTEM WITHIN 75 FT OF FARTHEST o- t v ' �S fi£ INSTALL EMERGENCY SHUT OFF ,,. DISPENSER x w r 9 10 ; IlRi AT CASHIER AREA VISIBLE TO w r o I I ATTENDANT ...-y ' , # -- 01- z O V i EXIST. CANOPY (ABOVE) .'I' ..6 . '' 12 14 i 4 :.:.:. ..'.' 1 TANK #2 ' _______ _ _ i ...:•, % 92 OCTANE Vfj'•••'- >- \ 12,000 GAL # I E > ... # ,.. ... TANK #1 ... • • • 87 OCTANE ' EXTENT OF TANK HOLE EXCAVATION � ,•.••• 15,000 GAL �,._____ _t~ _ _________ _- 4 •'•'• 1 TO 1 TAPER TO MATCH TANK DEPTH z ... �� # i 17 X .. NO SMOKING AND SHUT ENGINE OFF SIGNS POSTED VISIBLE FROM ALL 2 FUELING LOCATIONS ONE ABC RATED FIRE EXTINGUISHER • • • ` you • •- ` 13 TO BE LOCATED AT EACH #BEANO •'•'•'-'--------_-------- .......... ...... •.. ... .. # 16 # ,,, .. 1 # EXIST. CANOPY (ABOVE) I B SIDE ! EXIST. PLANTER'° •� �'` #-----�- EXIST. ISLAND & DISPENSER TO BE REMOVED AND REPLACE WITH NEW ONES (TYP) �`-•, _ ,_ I _ A SIDE I I 1 EXIST. PLANTER EXIST. CONCRETE DRIVEWAY EXIST. CONCRETE SIDEWALK EXIST. CONCRETE DRIVEWAY FUEL PLOT PLAN SCALE: 1"-10'I , ��_,.0 r w. Y K f Mo RIM K, 01 (D NEW 12,000 GAL. & 15,000 GAL. XERXES DOUBLE WALL .FIBERGLASS UNDERGROUND STORAGE TANKS, METHANOL / ETHANOL COMPATIBLE. 2O INSTALL CONTAINMENT SUMPS FOR TURBINE AND PRODUCT FILLS OF TANKS, w/ VEEDER ROOT SUMP SENSORS WITH POSITIVE SHUT DOWN OF TURBINES. (TYPICAL OF 4) 3 INSTALL PHIL—TITE FILL AND VAPOR SPILL BOXES AS PER C.A. R.B. EXECUTIVE ORDER VR-101—B FOR PHASE I VAPOR RECOVERY. (TYPICAL OF 2) 4 INSTALL NEW 2" A. 0. SMITH FIBERGLASS PRODUCT PIPING w/3" SECONDARY CONTAINMENT. 5 INSTALL NEW 2" A. 0. SMITH FIBERGLASS VAPOR RECOVERY PIPING w/3" SECONDARY CONTAINMENT (SLOPE 1/4" PER FOOT) 6 AT MONIFOLD PORTION OF VAPOR RETURN USE 3" PRIMARY PIPE W/4" SECONDARY (1/4 IN. PER Ff. BACK TO REGULAR GRADE TANK 7 INSTALL NEW 2" A. 0. SMITH FIBERGLASS VENT PIPING w/3" SECONDARY CONTAINMENT (SLOPE 1/4" PER FOOT) $ INSTALL NEW GALVANIZED VENT RISERS EXTENDED MIN. 12' A.F.G. 9 INSTALL NEW WAYNE DISPENSER (GAS) W/CONTAINMENT BOXES WITH ELECTRONIC VEEDER ROOT SENSORS (TYP. OF 4) 10 VEEDER ROOT SENSORS IN DISPENSER CONTAINMENT BOXES TO BE SET FOR POSITIVE SHUT DOWN OF TURBINES. > > GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPING AS PER SPECIFICATION. 12 GENERAL CONTRACTOR SHALL INSTALL (2) EMERGENCY SHUT OFF SWITCHES, ONE AT CASHIER AND ONE TO COVER 75 F1'. RADIUS OF FUEL DISPENSERS MOUNTED ON W FRONT OF THE BUILDING. 14 15 13 OVERFILL PREVENTION DEVISE TO BE SET AT 90% 14 GENERAL CONTRACTOR SHALL INSTALL NEW AUDIBLE AND VISUAL ALARM FOR OVERFILL PROTECTION. 15 GENERAL CONTRACTOR SHALL INSTALL VEEDER ROOT TLS 350 PLUS UST MONITORING SYSTEM IN CASHIER AREA. 16 CONTRACTOR SHALL INSTALL 4--NEW 4' X 11 a DOG BONE FUEL ISLANDS. FUEL ISLANDS SHALL BE 6" ABOVE GRADE. TYPICAL OF 4 17 CONTRACTOR SHALL INSTALL VEEDER ROOT INTERSTITIAL SENSOR FOR ANNULAR SECONDARY CONTAINMENT SPACE ON 2 UNDERGROUND STORAGE TANKS. PRODUCT LINE i ----------- ----- ---- ------- -- VENT LINE VAPOR LINE r �`' {rt �FIPING LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 IN VICINITY MAP L QA CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND H CONDITIONS AT THE SITE AND BETWEEN THESE PLANS. AND REPORT ANY DISCREPANCIES TO COMPANY REPRESENTATIVE PROIR TO COMMENCING WORK. B ALL WORK SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING G ALL AGENCY INSPECTIONS. CQ CONTRACTOR SHALL PROVIDE PRESSURE TEST OF NEW PIPING IN ACCORDANCE AND INSPECTION OF THE SANTA ANA DEPARTMENT JOB DESCRIPTION F INSTALLATION OF NEW UNDERGROUND FUEL TANKS, DISPENSERS, AND DISPENSER ISLANDS FOR A SERVICE STATION. 733 N. MAIN ST. ORANGE, CA 92868 TAT E S 714 / 76 9-2000 Engineering & 714 i 769-2002 Fax vwtirw.wsecinc.com Construction, Inc. A Design -Build Company CORPORATE PROPRIETY RIGHTS TO CONTRACT DOCUMENTS: THESE DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS, ACTING HERE FOR AS INSTRUMENTS OF SERVICE, ARE THE SOLE CORPORATE PROPERTIES OF WESTERN STATES ENGINEERING & CONSTRUCTION, INC., AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED, DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR. ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY RIGHTS ACT & LAW OF THE STATE, MARK DATE REVISIONS MADE INITIAL 08.01.2003 1 M.K PLANNING S LOIN OWNER: AZM1 & EDDIE KATYLO 401 N. TUSTIN AVE. • .. • SANTA ANA, CA 92705 PROJECT: U.S. GAS S . :4 _ 401 N. TUSTIN AVE. > ,�' x r.:..cs ...ay.>s.. a,_.r,.x�x.v :.�^ax...�rs,.s e..,xrxa._-r Landscape � I.#� >ry:.s-„ v> � � � .'� .. �ry.� �9� SANTA ANA, CA. 92705 PLANMx DATE. /®� . t UNDERGROUND FUEL SYSTEM a6'C ,P.1 g i4 :.i s•sra+x..�++�=�awm++w.au�«uasm�'+ V,)LAN_NT6N(7r F-INA!, &EQUIRED YES.2!. NO�_ PLOT PLAN ,,I 1 'ONTA c1'.,,a.,, _ REVIEW INITIAL DATE DATE: 08/01/2003 'C'ONTACT PHONE 714) 667-2700 PRELIMINARY --- / ! DRAFTED BY: M.K. REt. O PLANNING --- l I APPROVED: --- .-- 4/a/"�rov S'�.�.���,bB/✓� STEEL BID �,f• BUILDING PERMIT / 1 WS JOB #: GENERAL BID E / 6103 PERMITS REVIEWS / I 1 1.5 14 15 16 17 18 "G '1 17 ^ C r-• —s A N L U I G F E D C B A 115 VAC HOT CONNECT TO PUMP CONTROL OF THE SELF SERVE SYSTEM. OR DISPENSER, ON THE PRODUCT RELAY OR PUMP CONTACTOR CIRCUIT BREAKER PANEL 115 VAC NEUTRAL TO PUMP CONTROLS (SEE NOTE 7.) AC LINE AC NEUTRAL CHASSIS GROUND BARRIER GROUND RIGID CONDUIT 0 i E 11 V L� p W Q PUMP, — 1-, 2T tT S ®0 000 0 00 LIMP SENSE MODULE s s �7 ss %OC is �,,,,► I _ i NTERSTITIAL SENSOR INTERFACE MODULE VAPOR 1 y' G' w v 2 G w v 3 G w v G w v G w 1 w .0 Sa^aOR WVT RATING 15� WPLLD AC INTERFACE MODULE VAPOR SENSOR INTERFACE MODULE t 2 3 Pt Fit U PO H PR U Pol Pt PR U POt sgtarr w uCtS GROUND-_ i F' G' w F 2 G w PMAXIIIIJAN 3 G w F G w t: G w t SENSOR . .. ..101 :m MAX VAC 24 SENSOR .. .. .. �s w 0000000 000000000 0000000 000000000 ! WPLLD CONTROLLER MODULE J GROUNDWATER SENSOR INTERFACE MODULE • • • • • • • • • • • • • CUIM RATW /s %QC • 00�0� 000 0 00000000 15 wP � � TYPE A INTERFACEMODULE Pt PR I tj I a PR U Po I^ PR U PO id1U,Y Fw SENSOR r FA:C I A C 81 A G a 11 A I �] w iRM A TAC15 ��� _000c�oaoaaoo�ao saa •,. -, . . dft . ��alac�a�aca�acaaol PIr // /j gel :. � ; ' r�r��r�olc��l�r»�I� .:° �► � cac�IOl�aar�r�I011caoaE�ao lip • • a• •• •' « •� RIGID � IIII IIIIII RIGID IT CONDUIT CONDU --I--+ NC NOCNC NO C \1/ INPUT EXTERNAL (SHIELD DEVICE CABLES) PLED CONNECTION TO L1 & L2 (PUMP POWER) FOR DATA COLLECTION PLLD TO PUMP CONTROLS (SEE NOTE 7.) TERMINATION POINTS FOR SHIELDED CABLE (IF REQUIRED) t v t t 1 G -i ._5 �1 4 1 16 17 18 LO NON -HAZARDOUS AREA HAZARDOUS AREA IMPORTANT: THIS IS A CONTROL DRAWING ONLY AND DOES NOT REFLECT THE ACTUAL LOCATIONS OF WEATHERPROOF JUNCTION BOXES CONDUIT ENTRY (SEE NOTE 7 BELOW). 1 PER PROBE OR SENSOR VEEDER—ROOT REOUIRES THAT ANYONE INSTALLING OUR EQUIPMENT MUST BE LEVEL I CERTIFIED. FOR MORE INFORMATION REGARDING THE HOMESTUDY INSTALLERS COURSE CONTACT 860--651--2762. FROM THERMISTOR WARNING: IN INSTALLATION AND USE OF THIS PRODUCT, COMPLY WITH THE NATIONAL ELECTRICAL CODE; FEDERAL, STATE AND LOCAL CODES. IN ADDITION, TURN OFF POWER AND TAKE OTHER NECESSARY PRECAUTIONS DURING INSTALLATION, SERVICE AND REPAIR TO PREVENT PERSONAL INJURY, PROPERTY LOSS AND EQUIPMENT DAMAGE. WHITE JUNCTION WARN! N q WARNING: DISCONNECT ALL POWER BEFORE MAKING ANY CONNECTIONS TO PREVENT DEATH, SERIOUS INJURY, EXPLOSION, OR ELECTRICAL SHOCK. MONITOR MUST BOX NEVER BE OPERATED UNLESS THE FRONT COVER IS CLOSED OVER THE BARRIER • BLACK TERMINALS IN THE INTRISICALLY SAFE AREA. 1. INTRINSICALLY SAFE WIRING BONDED CONDUIT MEANS THAT THE METALLIC SECTIONS OF CONDUIT ARE PERMANETLY JOINED TO FORM AN ELECTRICALLY CONDUCTIVE PATH THAT WILL ASSURE ELECTRICAL CONTINUITY, AND THAT THE CONDUIT HAS THE CAPACTIY TO CONDUCT SAFELY, ANY CURRENT LIKELY TO BE IMPOSED. 0) NON --BONDED CONDUITS — ALL FIELD WIRING TO BE SHIELDED CABLE. SHIELDED CABLE MUST BE RATED LESS THAN 100 PICOFARAD PER FOOT AND BE MANUFACTURED WITH A MATERIAL SUITABLE FOR THE ENVIRONMENT SUCH AS CAROL` C2534 OR BELDONT" 88760, 8760. WATER . WHITE 2. CONNECT THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER GROUND GREEN �� �a DISTRIBUTION PANEL WITH #12 AWG (OR LARGER) CONDUCTOR. VAPOR . eLaac 3. *0 DENOTES FIELD WIRING CONNECTION USING WATERPROOF CONNECTORS SUPPLIED WITH THE PROBE(S) AND SENSOR(S). 4. INTRISICALLY SAFE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 504-20 OF THE NEC, ANSI/NFPA 70. a WATER . WHITE 5. TO MAINTAIN INTRINSIC SAFETY, PROBE/SENSOR WIRING MUST BE INSTALLED ouND LAcK B�� IN SEALED CONDUIT FUEL RED 6. ELECTRICAL RATING POWER INPUT 120 VAC, 50/60 HZ, 100 VA MAXIMUM. I 7. THIS DOCUMENT IS NOT TO BE USED AS A SUBSTITUTE FOR SPECIFIC EQUIPMENT INSTALLATION MANUALS. FOR INSTALLATION DETAILS USE THE RESPECTIVE MANUAL: TLS-350+ 576013-879 a? _� PLLD 576013-902 WPLLD 576013-923 8. SUMP SENSOR TO BE SECURED IN PLACE USING VEEDER ROOT P/N 330020--012 733 N. MAIN ST. B RID ORANGE, CA 92868 GROUND BLACK . TATES 0 F95 Engineering 714 / 769-200Fax ng & www.wsecinc.com A . WHITE Construction, Inc. A Design -Build g d Company CORPORATE PROPRIETY RIGHTS TO CONTRACT DOCUMENTS: THESE DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS, ACTING HERE FOR AS INSTRUMENTS OF SERVICE, ARE THE SOLE CORPORATE PROPERTIES OF WESTERN STATES I ENGINEERING & CONSTRUCTION, INC., AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED, DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY INDIVIDUAL, CORPORATE ° ENTITY AND/ OR AGENCY, WITHOUT EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ > > > > AUTHOR. ITS LEGAU ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY RIGHTS ACT & LAW OF THE STATE. MARK DATE REVISIONS MADE INITIAL 08.01.2003 M.K. RIGID CONDUIT OWNER: AZMI & EDDIE KATYLO 401 N. TUSTIN AVE. SANTA ANA, CA 92705 PROJECT: U.S. GAS 401 N. TUSTIN AVE. SANTA ANA, CA. 92705 UNDERGROUND FUEL SYSTEM �� ��,� �� VEEDER ROOT' PANEL CD cu �, %i. 5 Exp...gyp REVIEW INITIAL DATE DATE: 08/01/2003 PRELIMINARY --- / / DRAFTED BY: M.K. PLANNING -- / / APPROVED: •— c5'jC I V 11 ���� STEEL BID -- ! !TP�28 OF CAS-��� -2-BUILDING PERMIT --- / / WSJOB #: GENERAL BID / J E76103 PERMITS REVIEWS — / ! J a �r,�oc�oov000c�o��ar�rso oaooca�aa�aooa�ao oaooca�aa�aooa�ao f� r •1 1 Z it G A= -i RP t .� ..� -r ..•r v v 3 i v I L 1 .�► t If+ 1� 1 0 -7 52 C] 1 f-% 11:71 1-7 � S� A NO EQUIPMENT DESCRIPTION MAMUFACTURER PART NUMBER NO EQUIPMENT DESCRIPTION MAMUFACTURER PART NUMBER NO EQUIPMENT DESCRIPTION MAMUFACTURER PART NUMBER 15K DOUBLE WALL F.R.P. UST XERXES --- --- PRESSURE VAC VENT HUSKY HU 488J 2" FIBERGLASS PRIMARY TEE A.0 SMITH SM11202-410-4 Q 12K DOUBLE WALL F.R.P. UST XERXES ------ ---- VENT COVER OPW OP 23 @ 3" FIBERGLASS PRIMARY TEE A.0 SMITH SMI1203-410-4 CONTAINMENT SUMP 42„ X48" XERXES ACR42L DISPENSOR CONTAINMENT BOX TOTAL CONTAINMENT DFDX4319 Q 2,. FIBERGLASS PRIMARY COUPLING A.0 SMITH SM11202-101-8 �.1 --- --- --- --- --- --- PRODUCT SHEAR VALVE OPW CPID-BHMP Qq 3" FIBERGLASS PRIMARY COUPLING A.0 SMITH SM11203-101-8 5 ----- ------ ----- ---- --•-- --- 40 VAPOR SHEAR VALVE OPW OP60-VS-1000 @ 2" FIBERGLASS BELL X MALE NPT A.0 SMITH SM11202-191-4 l J PENETRATION FITTING 3" ENVIRON ENV6300 41 1 1/2"X24" FLEX CONNECTOR TITS FLEX TF1114430-24 @ 3" FIBERGLASS BELL X MALE NPT A.0 SMITH SM11203-191-4 7 PENETRATION FITTING 4" ENVIRON ENV7400 --- ---- 4=11 2" FIBERGLASS BELL X FEMALE NPT A.0 SMITH SMl1202--194--4 ELEC. CONDUIT PENETRATION FITTING FOR 3/4" AND 1" ENVIRON ENV3157 3+0 MULTI -PRODUCT BLENDING DISPENSER GILBARCO ENC 300 NU 3" FIBERGLASS BELL X FEMALE NPT A.0 SMITH SM11203-194-4 3"X2" REDUCER WITH TEST PORT ENVIRON RTR 3X2A 8' COAX PRODUCT HOSE BALANCE VAPOR TECH VSVDV96 69) 2" X 1-1/2" NPT REDUCER BUSHING A.0 SMITH SM11202-231-4 10 SPILL CONTAINER PRODUCT PHL-TITS 85000 @ 12" WHIP HOSE VAPOR TECH VSVSTA012 80 3* X 2" NPT REDUCER BUSHING A.0 SMITH SM11203-231-4 1 1 SPILL CONTAINER VAPOR PHIL-TITE 85001-NV COAX BREAKAWAY BALANCE HUSKY HU3360VR 81 4" X 3" NPT REDUCER BUSHING A.0 SMITH SMI 1204-231--4 12 DEBRIS BUCKET PRODUCT PHIL-TITE PP-1005-TB PRODUCT NOZZLE BALANCE PHASE 11 VAPOR RECOVERY EMCO WHEATON EWA 4005 8� 2" 45 DEGREE FIBERGLASS PRIMARY ELBOW A.0 SMITH SMI1202-310-4 013 DEBRIS BUCKET VAPOR PHL-TITE PP-1005-TBP 48 ---- --'"' "-- --- --- ---J 3" 45 DEGREE FIBERGLASS PRIMARY ELBOW A.0 SMITH SM11203-310-4 14 ROTATABLE PHASE I ADAPTOR PRODUCT PHL-TITE SWF-100-B 49 --- ----- ------ ------ --- ----- 84 3" 90 DEGREE SECONDARY FIBERGLASS ELBOW (2 PIECE) A.0 SMITH SMI1203-360-3 15 ROTATABLE PHASE I ADAPTOR VAPOR PHL-TITE SWV-101-B 50 "-- _"'"- --- --- '"-- "'-- 4" 90 DEGREE SECONDARY FIBERGLASS ELBOW (2 PIECE) A.0 SMITH SM11204-360-3 1 fi RISER ADAPTOR PHIL-TITE M/F4X4 51 ------ ----- --- --- -'-- --- 3" SECONDARY FIBERGLASS TEE (2 PIECE) A.0 SMITH SM11203-410--3 @) SPILL CONTAINER CAST LID PHL-TITE 85011 TSL350 MONITOR W/ PRINTER VEEDER ROOT VR 848290-022 g� '! 4" SECONDARY FIBERGLASS TEE (2 PIECE) A.0 SMITH SM11.204-410-3 18 DUST CAP PRODUCT FILL MORRISON BROTHERS MB-305C Q 8-INPUT MODULE VEEDER ROOT VR 329358-001 88 3" SECONDARY FIBERGLASS SLEEVE COUPLING (2 PIECE) A.0 SMITH SM11203-101-3 19 DUST CAP VAPOR MORRISON BROTHERS MB-323C 54 4-INPUT MODULE VEEDER ROOT VR 396356-002 89 4" SECONDARY FIBERGLASS SLEEVE COUPLING (2 PIECE) A.0 SMITH SM11204-101-3 20 NAME TAG OPW - DOVER CORP OP 1 TAG 4-OUTPUT MODULE VEEDER ROUT VR 329359-001 90 3" 45 DEGREE SECONDARY FIBERGLASS ELBOW (2 PIECE) A.0 SMITH SM11203-310-3 DROP TUBE OPW - DOVER CORP OP 61-T 56 COMMUNICATION MODULE VEEDER ROOT VR 330586-001 91 4" 45 DEGREE SECONDARY FIBERGLASS ELBOW (2 PIECE) A.0 SMITH SM11204-310-3 2@ 2 N.P. VARIABLE TURBINE F.E. PETRO FEP ST-R 5� TANK GAUGE PROBE VEEDER ROOT VR 847390-109 9� 3" FIBERGLASS BELL X MALE NPT A.0 SMITH SM11204-191-4 --- --- ---- ----- PROBE INSTALLATION KIT GASOUNE VEEDER ROOT VR 846000-005 @ 3"X2" BLACK MALLEABLE IRON PIPE REDUCER BUSHING SA BRAND 25 MECHANICAL LEAK DETECTOR FULL PORT BAL VALVE F.E. PETRO JOOR FEP-MLD J 1-T100-2 60 PROBE CAP --- --- VEEDER ROOT --- --- MB 4097 94 9� 2" BLACK MALLEABLE IRON PIPE REDUCER BUSHING 2" BLACK MALLEABLE IRON PIPE CUPPUNG SA BRAND SA BRAND 26 2"X24" FLEX CONNECTOR TITE FLEX TF101.65-24 61 INTERSTITIAL SENSOR VEEDER ROOT VR 794390-409 � 3" BLACK MALLEABLE IRON PIPE CUPPUNG 2l 2"X18" FLEX CONNECTOR TITE FLEX TF318MM INTERSTITIAL SENSOR C VPVEEDER ROOT MB 4097 Q 3" GALVANIZED TANK VENT RISER PIPE SA BRAND 28 TURBINE RISER 4"X24" F.E. PETRO FEP-24 @ SUMP SENSOR VEEDER ROOT VR 794390-208 98 3" GALVANIZEED CUPPUNG SA BRAND 29 30 EXTRACTOR 4"X4"X3"XO" EXTRACTOR 4"X4"X3"X2" OPW OPW OP233VM443X OP233VM4432 64 fi@ OVERSPILL ALARM OVERFILL ACKNOWL.EDMENT SWITCH VEEDER RO', l VEEDER ROOT VR 790091-001 VR 790095-001 31 BALL FLOAT 12" OPW OP53VML0120 (6 2" FIBERGLASS PIPE A.0 SMITH SM11102-069-2 3� 18" WATERTIGHT MANHOLE CNI CN 7018'J 3" FIBERGLASS PIPE A.0 SMITH SM11103-069-2 36" E-Z LIFT WATERTIGHT MANHOLE CNI CN 7045 68 4" FIBERGLASS PIPE A.0 SMITH SMI1104--069-2 34 CONTAINMENT BOOTS CONTAINMENT TECH. CT 350-030 69 2'v 90 DEGREE FIBERGLASS PRIMARY ELBOW A.0 SMITH SM11202-360-4 35 3"X2" REDUCER DONUT CONTAINMENT TECH. CTC 3X2 3" 90 DEGREE FIBERGLASS PRIMARY ELBOW A.0 SMITH SM11203-360-4 EQU P M EIS T� ST ANN D D SC: P T 0\1 * I SPECIFICATIONS FOR GALVANIZED AND BLACK MALLEABLE PIPE AND FITTINGS ill s 733 N. MAIN ST. ORANGE, CA 92868 TA'T E S 714 / 769-2000 v�r714 / 769-2002 Fax Engineering &ww.wsecinc.com construction, Inc. A Design -Build Company CORPORATE PROPRIETY RIGHTS TO CONTRACT DOCUMENTS: THESE DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS, ACTING HERE FOR AS INSTRUMENTS OF SERVICE, ARE THE SOLE CORPORATE PROPERTIES OF WESTERN STATES ENGINEERING & CONSTRUCTION, INC., AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED, DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY INDIVIDUAL, CORPORATE ENTITY ANDI OR AGENCY, WITHOUT EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR. ITS LEGAU ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY RIGHTS ACT & LAW OF THE STATE MARK DATE REVISIONS MADE !NlTIAL 08.01.2003 M.K MATERIALS: ASTM A 197 CUPOLA MALLEABLE IRON .ASTM A 153 ZINC COATING (GALVANIZED) DIMENSIONS: ANSI B 16.3 MALLEABLE IRON THREADED FITTINGS ANSI B 16.14 FERROUS PIPE PLUGS, BUSHINGS, ECT. OWNER: AM & EDDIE KATYLO ANSI B 16939 MALLEABLE IRON THREADED PIPE UNIONS 401 N. TUSTIN AVE.SANTAANA, CA 92705 THREADS: ANSI B 2.1 PROJECT: U.S. GAS 401 N. TUSTIN AVE. SANTA AM, CA. 92705 PHYSICAL PROPERTIES: TENSILE STRENGHT 28.4 Kg./mm.min ELONGATION 5% mim. UNDERGROUND FUEL SYSTEM NOTE: FITTINGS ARE SUBJECT TO FULL AIR TEST UNDER WATER. Q OFECO SS1p�y�C EQUIPMEN CD `�} REVIEW INITIAL DATE DATE: 08i01/2003 PRELIMINARY i I DRAFTED BY: M.K PLANNING - / ! APPROVED: -- 00\Q STEEL BID -- I i ot tS�,�� C I V i�. o�� BUILDING PERMIT -- / / WS JOB #t: � TP1 O F C A��� � � ._- 03 GENERAL BID / 1 E76103 PERMITS REVIEWS -- a D 3 4 3 .G �.l '"t' v1 V � v ✓ � V � � � 4 � ..J 1 -7' I � 1 0 � � 1 1 2 1 3 1 4 1 5 f6 7 1 8 1 9 10 1 1 12 13 14 15 1 16 -1 17 18 M Ivi .7 •jot 00--%•% PEA GRAVEL BACKFILL PER 8" CONIC. PAD REINF. TANK MFGR. SPECIFICATIONS W/ #3 REBARS AT 18" o/c. Abl, L Arc=Tl YARD PAVING % 48 MI N: 84" MAX 00, ZIN III a 6F BURIAL DEPTO: Ir Ick. 1. IN, % tit 41 2 10"-0* DIA. K L0 DOUBLE WALL TANKS —3 K TP 56 GROUNDING ROD INSTALL TANKS LEVEL P-3 OF 41 .16 % o •92 SUPER UNLEADED 00/r 61 .* **.e• . ri . ly \ - ..21 TP-3 / I r'.. -� _III 12tOOO GALLON OF TP-3 of LIMITS TO TANKFIELD ,.. J; •_:: ';:L� r I Of• k\k P EXCAVATION STRIKE PLATE - --; -.--.12VET7 7. • • --.t • BEDDIN BELOW FILL TUBE % Y k`PEA GRAVEL BACKFILL PER I ILI U_ 11ji I TANK MFGR. SPECIFICATIONS _0" \�00 - /�N 2_00 10 4 2 10 -4 2#_0 < \xr /.N X, to 2 —0 6' FILTER FABRIC CRITICAL COMPACTION AREA BETWEEN 5 & 7 O'CLOCK AND AREA END CAPS, H H TANK I NSTALLATION SIDE vv`IEW (12,000 GALLON) A SCALE: N.T.S. C UNDERGROUND TANK SECTION SCALE.* N.T.S. G C F F elf -7. z• a klen Z-!k E•E 733 N. MAIN ST. 0I ORANGE, CA 92868 :j. 714 / 769-2000 TATES -6 • 714 / 769-2002 Fax mom" % Engineering & www.wsecinc.com % Construction, Inc. A Design -Build Company x V CORPORATE PROPRIETY RIGHTS TO CONTRACT DOCUMENTS: THESE DRAWINGS. WITH ITS ACCOMPANYING CONTRACT DOCUMENTS, ACTING HERE FOR AS D INSTRUMENTS OF SERVICE, ARE THE SOLE CORPORATE PROPERTIES OF WESTERN STATES D In P — 3 ENGINEERING & CONSTRUCTION, INC., AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED, •57• DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY INDIVIDUAL, CORPORATE GROUNDING ROD ���ENTITY ANDI OR AGENCY, WITHOUT EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ Jjl_ 11 TP-3 AUTHOR. ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY RIGHTS ACT & LAW OF THE STATE- '0* 87 UNLEADED 61 IV I MARK DATE REVISIONS MADE INITIAL 21 15,000 GALLON TP-3 ­ _-I 1'\, . •. 00rN_ 08.01.2003 M.K. LIMITS TO TAN KFI ELD STRIKE •'PLATE EXCAVATION BELOW FILL TUBE C U IJILIHwww iw JWWLILII Lj��., C /N 04F 0 01 OWNER: AZM1 & EDDIE KATYLO, N II �Z, 401 N. TUSTIN AVE. FILTER FABRIC III, eN% .4, N 01% SANTA ANA, CA 92705 PROJECT., U.S. GAS 401 N. TUSTIN AVE. B SANTA ANA, CA 92705 TANK INSTALLATION SIDE VIEW (15,000 GALLON) UNDERGROUND FUEL SYSTEM B S B E'"'. S It SCALE: N.T.S. 0 K DE Al N 1050 Cr 00r �'� X r R2 LLV2 TP-3 A Exp. REVIEW INITIAL DATE DATE: 08/01/2003 A PRELIMINARY DRAFTED BY: M.K. >1 PLANNING A C APPROVED: 010- STEEL BID 11C rjDN\,\_ _0171� 1 `7 Z it c c '7 S;z n 1/1 11 107) 1 Z 1d 1=� 1� 1 -7 1 s2 39'--8 3/4" L TK-5 SIDE ELEVATION TANK ACHORING 39'--8' 3/4" 6'--10 7/8" 4'--1 1/2" 5•-6" 6'--8" 5'-60 4'-1 1/2" 6'--10 7/8" TYPICAL REBAR ANCHOR DIMENSIONS -- 6" 8" 1'"0" Go zI� j USE #8 REBAR FOR SINGLE STRAP ANCHORS USE #10 REBAR FOR DOUBLE STRAP ANCHORS (TYPICAL) TK-5 DEADMAN ELEVATION 4—#6 REBAR # 10 REBAR FOR ANCHORS (TYPICAL OF 6) (TYPICAL THOUGH OUT AS SHOWN) '_rr.s___.�S_ _�.a—TarAr_oa�a_ _aw_�_=a_rwm rwwii=arasa—}'�_T_iaa___—yaa.�___a�_____r 1��.._�.._�aas__..� !■•lla �4___a!�___a_Me #4 X 1'-0" REBAR (TYPICAL THOUGH OUT AS SHOWN) BETWEEN TANKS DEADMAN LAYOUT #8 REBAR FOR ANCHORS (TYPICAL OF 6) 2--#6 REBAR (TYPICAL THOUGH OUT AS SHOWN) (y >J1_w___�_�r_a� __aA._"_J_____Jr _ ____ y a` wI O 11 +! !ii[i _a !!'� 4-a i L ii _ ■ ani ' {{i�!i!! r 1�! #4 X 10" REBAR (TYPICAL THOUGH OUT AS SIIOWN) OUTTER TANK DEADMAN LAYOUT #8 REBAR ANCOR SEE DEADMAN DETAIL 4 OUTER TANK DEADMAN SEE DETAIL 4 ' 3/4" CORSBY — LAUGHLIN CLEVIS — CLEVIS TURNBUCKLE OR 1" CROSBY -- LAUGHLIN CLEVIS — HOOK TURNBUCKLE 1'-0" 2,—O" 7r[" flAri r�r l+7f'f�Yf 1 TK-5 BETWEEN TANK DEADMAN SEE DETAIL 3 END ELEVATION TANK ANCHORING ANCHORING STRAP TENSION ASSEMBLY ol qJ0,01 '7 R Q I I 1'7 1 Z �QRQEESS/�,�1 ��4��► a `yc�TANK ANCORING c�► s� W � �G i050 REVIEW INITIAL DATE DATE: 08/0912003 liumA E)p 9WO5 PRELIMINARY -- 1 / DRAFTED BY: M.K. e j V %ti PLANNING -- / / APPROVED: -- CAfr.` 1 STEEL BID -- 1 I TP••� "ZI03 BUILDING PERMIT -- J / WS JOB pit: GENERAL BID -- E761PERMITS REVIEWS / I 03 I A -! C w r n -� r, J J D e\ ..1 v . .✓ I v i / 1 CO Iw w w J-% A -Z 4 A I = I C-Z 1-7 1 3 4 5 U I I I M I I e- I I %-f L K i H G F E D C A ROTATE SUBMERSIBL PUMP SHOW TO PROVIDE CLEARANCE TANK BUNG SUMP SENSOR T BE AT LOWEST F IN SUMP ON PR SIDE OF SUMP N.T.S. 'TURBINE CONTAINMENT SUMP PLAN VIEW 1_" �-6 N.T.S. �2CUTAWAY VIEW OF STP SUMP �-6 CAL) u mm I Nq C N.T.S. 1/' 6 'FILL CONTAINMENT SUMP PLAN VIEW 1,'. �-6 19 1 3 14 KInTU. " t- &-L- N.T.S.- I IN 5 PRODUCT PIPING SUMP PENETRATION KTP-6 1 1- -,?,oFESS/o,v tjc� co cc: U-1i 5 050 Exp. ei'30--OT cfvk\- OF C NY 733 N. MAIN ST. ORANGE, CA 92868 TAT ES 714 / 769-2000 Engineering & 714 / 769-2002 Fax Construction, Inc. www.wsecinc.com 0 A Design -Build Company CORPORATE PROPRIETY RIGHTS TO CONTRACT DOCUMENTS: THESE DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS, ACTING HERE FOR AS INSTRUMENTS OF SERVICE, ARE THE SOLE CORPORATE PROPERTIES OF WESTERN STATES ENGINEERING & CONSTRUCTION, INC., AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED, DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY INDIVIDUAL, CORPORATE ENTITY AND/ OR AGENCY, WITHOUT EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR. ITS LEGALJ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY RIGHTS ACT & LAW OF THE STATE. MARK I DATE REVISIONS MADE INITIAL 08.01.20031 M.K OWNER: AZMl & EDDIE KATYLO 401 N. TUSTIN AVE. SANTA ANA, CA 92705 PROJECT. U.S. GAS 401 N. TUSTIN AVE. SANTA AM, CA 92705 UNDERGROUND FUEL SYSTEM TANK TOP DETAILS REVIEW INITIAL DATE DATE-* 08/01J2003 TP 5 PRELIMINARY — DRAFTED BY: M-K PLANNING — APPROVED: STEEL BID — BUILDING PERMIT — WS JOB E 7 6 10 3 GENERAL BID — PERMITS REVIEWS 1 R 1 7 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 16 1 17 1 18 { MAXIMUM CENTERLINE NSER CONTANMENT BOX AND PIPING TRENCH SECTION HEIGHT OF TOP KEYS AND CARD SLOT OR M ALTERNATE CONTROLS M ATTACHED TO OR WITHIN THE FUEL DISPENSER CENTERLINE OF 24" ± 9" FUNCTIONAL PART 36 TYPICAL �- SHEAR VALVE (SHEAR SECTION I = �-3 FLUSH W/ TOP OF PUMP BLOCKS ❑000 39 VAPOR RECOVERY SHEAR VALVE 9 m 000 TP-3 (SHEAR SECTION IS FLUSH W/ a o DO TOP OF PUMP BLOCK) OFFSET FOR CLARITY (SEE TOP VIEW L r- - - -� TOP OF CONCRETE SLAB FOR CORRECT LAYOUT) 96 I ! 40 �-3 I ! I ! I TP-3 I 1 1 3E 1 I ( z",A rAl W ('Al 101 IAI(` Lei / 1 I "A I I >G I ! � © W10 O +i fi" CONCRETE�� I ( I I .J v vnw. \.vvr uwv rT f I/ -r W THREADED HOLE & PLUG 3"0 GALV. STEEL VENT RISER TO BE TAPED 12„ A.F.G. REGULAR MID -GRADE SUPER 00 /�/ PEA GRAVEL o I 1/2 EXPANSION MATERIAL j �� 41 m ( " K o �%/ TP-3 I 3 BELL X NPT M ADAPTER K BASE OF FUEL I N FIN. GRADE DISPENSER ,/i \ 4 NATIVE \ 27 TP-3 0 0 0 0 0 Q♦ o 0 o o 0 0- o SOIL 34 TP-3 ��//\ r oOF 38 TP-3 A CARD READERS MOUNTED IN FUEL DISPENSERS o o o TP-3 cv7010 0 » 00 6 J MIN V_ TP-3 // N.T.S. 67 8 �\ \\/ VENT RISER DETAIL SIDE VIEW „ HIGH 41' HORSESHOE \// UE P P BOLLARD .� ale 6" MIN •�//��/�/ / �/, ��„/��/��/�/,l�//�//..00, 10 1 /2" M AX 63 A SIDE NOTES:�0,/j/ H PIPING UNIONS MIN. MIN. MIN. MIN. H (TYP.) (TYP.) 1. VAPOR LINES TO SLOPE FROM DISPENSERS DOWN TO TANKS 1/4" FINISHED PER FOOT MIN. GRADE 2. SHEAR SECTION OF EMERGENCY SHUT—OFF VALVE IS TO BE EVEN O WITH THE TOP OF THE PUMP ISLAND +— 1 /2". N.T.S. �-7DISPENSER CONTANMENT BOX AND PIPING TRENCH SECTION 4"-90• SR ELBOW STD. WT., WELD, STL. G N.T.S. G 4"0 SCH. 80 _ 1 WAYNE 3+0 (GAS) DISPENSER W/ CONTAINMENT BOX STEEL PIPE - TP-7 SLOPE TOP AWAY M FROM PIPE - FIN. GRADE co F F •Ll ' )~ >- �- N.T.S. c oW W o W 6 HORSE SHOE BOLLARD W W FLANGED z z Z Lj � ir Q U JOINT STEEL d © UO d © 0 CN 00 0 '" B SID TROWEL FINISH E E 1"x1"x1/8" ANGLE SIDE 733 N. MAIN ST. ' BRACES GRANGE, CA 92868 00 TATES 7141769-2000 714 / 769-2002 Fax Engineering & www.wsecinc.com A SID Construction, Inc. A Design -Build Company CORPORATE PROPRIETY RIGHTS TO CONTRACT DOCUMENTS: 6 THESE DRAWINGS, WITH ITS ACCOMPANYING CONTRACT DOCUMENTS, ACTING HERE FOR AS D TP-3 INSTRUMENTS OF SERVICE, ARE THE SOLE CORPORATE PROPERTIES OF WESTERN STATES D p p ENGINEERING & CONSTRUCTION, INC., AND AS SUCH, SHALL NOT BE COPIED, DISTRIBUTED, I I DISCLOSED, OR BE FURNISHED, IN PART OR IN WHOLE, FOR ANY INDIVIDUAL, CORPORATE :�- ENTITY AND/ OR AGENCY, WITHOUT EXPRESSED, LEGAL AUTHORIZATION FROM ITS OWNER/ AUTHOR. ITS LEGAL/ ILLEGAL USE IS BOUNDED BY EXISTING PROPRIETARY RIGHTS ACT & LAW CIO OF THE STATE. MARK DATE REVISIONS MADE INITIAL 86 — 08.01.2003 M.K. -g C o c e C 2 VAPOR C 3 SIDE x )/_c Xc 0 W0 CONTAINMENT 6" RADIUS TYP. OWNER: AM & EDDIE KATYLO VAPOR GOES TO MANIFOLD 3" VAPOR RETURN __2w PRODUCT C 3 �'xx XxXx3i K&93 W/4 CONTAINMENT W 3 Ott _ � A a a � 1' g" CONTAINMENTOtt SANTA ANA, CA 92705 4 y'e 66 2N j PRODUCT " PROJECT: U.S. GAS a TP-3 CONTAINMENT 401 N. TUSTIN AVE. 11 — (J a.;3 00 N .T. S , SANTA ANA, CA. 92705 g fo B 67 71 70 B 67 TP-3 TP-3 5 STANDARD ISLAND LAYOUT UNDERGROUND FUEL SYSTEM, t. 6s TP _ 7 .. � 44nl t any -3 Q r, �OFESSIOIV ISLAND DETAIL O _ , 51060 � - z) .- o­—j REVIEW INITIAL DATE DATE: 08/01/2003 PRELIMINARY -- / / DRAFTED BY: M.K. CIVIL PLANNING -- / / APPROVED: -- � STEEL BID OF C P`L`�® BUILDING PERMIT --- 1 / WS JOB #: _ - GENERAL BID PERMITS REVIEWS I 1 E76103 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I