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77-985 Avenida La Fonda�r N c� i i I "EVR" TANK �! (BY OTHERS) I c"I un �_ ' u-1 � z I j � d #4 REBAR @ j 8" O.C. EACH WAY (4) $'0 'HILTI' KWIK TZ BOLT STAINLESS STEEL w/ 4" EMBEDMENT @ "EVR" TANK HOLDOWN CLIPS. 8"0 ANCHORS w/ 4" EMBEDMENT USE 'HILTI' KWIK TZ BOLT STAINLESS STEEL " HSS 3x3x 1 /8 POST PL. 4"x6" Expansion Type (ICC-ESR-1917) "O TYP. @ (4) CORNERS or A307 ANCHOR BOLTS — i w/ 5" EMBEDMENT. 44,1 4'-7 1/2" (HOLD) 41 5' 4" f IIE,VRII ENCL05URE CONCRETE PAD PLASTIC INSERTS FOR T,S, 3x2 TYP. PLASTIC INSERTS FOR T.S. 2x2 TYP. a HSS 3x3x1/8 i F, _ 00 HSS 2x2x 1 /8 HSS 2x2x 1 /8' T I� << !f ; I, I � , o I, I a I 16 GA. GALV, 16 GA. GALV. ;I ,I WALL PANEL WALL PANEL , 0 0 o i' o j GATE LATCH WELDED co 00 oo col X N X - .- X X N X X X X � O 1 v) U' v> _' U HSS 2x2x 1 8 HSS 2x2x 1 8���,�' TOP OF "EVR'1 TANK PAD N F HSS 3x3x 1 /8 In' T CANEBOLT (F.S.) 4 2, 4 , 2, 2, 4„ 4„; 3' 4'-10" DOOR OPENING 3' 5> 41> IIEVR" TANK ENCL05URE FRONT, DOOR ELEVATION 2„ z 5'-4" 4'-10" 3" WALL PANEL A55EMDLY FASTEN WALL PANELS @ RIB to RIB & RIB TO POSTS w/ #10 TEKS. @ 24" O.C. TYP, 16 GA GALV. WALL PANELS 12"-12" g" 1-12" #10 TEKS. @ 24" O.C. TYP. @ GATE WELDED GATE HINGE (4) PER GATE "EVR" TANK (BY OTHERS) PL. 1 /8"x2" DOOR STOP HSS 3x3x 1 /8 POST TYP. @ (4) CORNERS 3" 4 2'-4" (DOOR) 2 2'-4" (DOOR) 4" 3" 7„ 5, 4„ ), "EVR" ENCLOSURE WALL PLAN PLASTIC INSERTS FOR TUBES TYP. 14 GA. GALV. SM CHANNEL L 22x2x1j" LLH TYP. 2" 0 A307 BOLT TYP. STUCCO NOT SHOWN FOR CLARITY F-- c 0 co X 16 GA. GALV, X WALL PANELS (2) #10 TEKS. PER DECK PANEL (TYP. TOP & BOTTOM) PL, a"x6" 14 GA. GALV. SM CHANNEL 5/8"0 ANCHORS Cn 0 a_ co X X v-> z" 0 A307 BOLT TYP. L 21x2x3" LLH 2 TYP. 3,1 4'-10" 5' 4" 'IEVRII TANK ENCL05URE ELEVATION TYP. 51DE5 and SACK WALL THICK STUCCO OVER K--LATH (BY G.C.) FINISH: TO MATCH EXISTING BUILDING. „ 1 „ 24 31, 3 4 BASE PL,1 /4"x6"x6" P � g �I� 5/8" 0 ANCHOR 121„ 42 HSS 3x3x8l POST 1„ 1„ 12 41 5/8"0 ANCHOR HSS 3x3x 1 /8 POST �N. BASE PL,1 /4"x6"x6" 34" 2" 14 GA. GALV, SM CHANNEL SHEET METAL V TRIM FOR STUCCO 20 GA: GALV. WALL PANEL S FASTEN WALL. PANELS @ RIB to RIB & RIB TO POSTS w/ #10 TEKS. @ 24" O.C. TYP, 8" THICK STUCCO OVER iK-LATH (BY G.C.) .FINISH: TO MATCH EXISTING 20 GA. GAI V. BUILDING. WALL PANELS 3" (2) #10 TEKS. PER DECK PANEL (TYP. TOP & BOTTOM) 14 CA GALV. SM CHANNEL SHEET METAL V TRIM FOR STUCCO 1 /2' 0 A307 BOLT TYP. 14 GA. GALV. SM CHANNEL L 22x2x16' LLH TYP. 1 /2 0 A307 BOLT TYP, 14 GA, GALV, SM CHANNEL Qz L 22x2x1�" LLH TYP. F'SS POST BASE PL.1/4"x6"x6" 5M GooNEL 14 GX NSS 3k3x1 Ca0R 0�lj 0 w :�E o a x o o cn 00 N AtuE��t1 _ � NpJt,L V�,r v. M 14 v- " 1HICK S1UCCO OVtR K--LATr; FINISH: TO MATCH EXISTING BUI� 1iNG. J� one O� TI1E CALCRAFT °FVR" TANK ENCLOSURE 15 MANUFACTURED ONLY UNDER LOS ANGELED FABRICATION CERTIFICATE LICENSE # 16 12 (5EE PLACARD ATTACIIED ON ENCL05URE). , ' ALL CONSTRUCTION SHALL COMPLY WITH THE 2007 CALIFORNIA BUILDING, MECHANICAL,ELECTRICAL PLUMBING AND ENERGY CODES AND THE LA QUINTA MUNICIPAL CODE" "ALL' OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIALS PRIOR TO INSTALLATION OF THE ITEM. W ;f S� ATE L r- a a- 4 Q0- hrw STRUCTURAL STEEL: 1 — Structural s-_eel shapes shall conform to ASTM A992 or A572, Fy=50 KSI, other shapes. 2 — Structural s'.eel tubing (square and rectangular) shall conform to ASTM A501 , grade B 3 — Structural steel pipe shall conform to ASTM A53, grade B. 4 — Structural steel design shall be done in accordance with the requirements of the California Building Code and the AISC Manual of Steel Construction, 5 — Structural steel fabrication and erection shall be done in accordance with the AISC Code of `.Standard Practice for Steel Buildings and Bridges. LIGHT GAUGE STEEL: 1 — Light gauge structural steel shall conform to ASTM A446, grade B or D as designated on the shop drawings or calculations. 2 — Light gauge structural tubing (square and rectangle) shall conform to ASTM A513, grade MT--101 0, Fy = 30 ksi, as a minimum. 3 — Design and fabrication of structural light gauge steel shall be done in accordance with th AISI Cold Formed Steel Design Manual. SHEET METAL ROOF DECK AND WALL PANELS: 1 — Light gauge sheet metal used for roof deck and wall panels shall conform to ASTM A653 SO., grade 40 or 50. 2 — Roof deck and wall panels shall be continuously rolled formed or locked formed on a press brake. STRUCTURAL STEEL WELDING: 1 — Structural welding shall conform to AWS D1 ,1 2 — Structural welding shall be done in the shop of a licensed fabricator by a qualified welder. 3 — All structural field welding shall be done by a licensed certified welder under the direction of a licensed welding inspector. 4 — AWS E70XX electrodes shall be used for structural welds LIGHT GAUGE STf-EL WELDING: 1 — Structural welding shall conform to AWS D1.3 2 — Structural welding shall be done in the shop of a licensed fabricator by a qualified welder. 3 — All structural field welding shall be done by a licensed certified welder under the direction of a licensed welding inspector. 4 — AWS E70XX electrodes shall be used for structural welds. 118IM0 1 — All bolts shall be 1/2 )) diameter, ASTM A307 machine bolts unless noted otherwise on the drawings. 2 — All bolts shall be coated for corrosion resistance with nuts fully engaged. 3 — High strength bolts shall be ASTM A325N, bearing type bolts, unless noted otherwise on the drawings. 4 — Stainless steel bolts shall be 1 /4" diameter ASTM A320 or Al 93 grade B8 or B8M, Fu = 75 ksi. ANCHOR BOLTS: 1 — Anchor bolt; shall be provided by the general contractor unless noted otherwise on the drawings. 2 — Anchor bolt`; shall be of ASTM A307 materials unless otherwise called out on calculations.. 3 — Installation of anchor bolts shall be in accordance with the AISC Code of Standard Practice, Section 7.5. SCREWS: 1 — Sheet metal screws shall be of a type as Approved in ICBO Report #3056 and or LA Research Report RR 24029, RR 23768, or RR 23971. 2 — Size and spacing shall be indicated on the drawings. POP RIVETS: 1 — All pop rivets shall be the break Mandrell blind rivet type and shall conform to IFI Standard 114. 2 — Finishes shall be zinc cadmium plated or stainless steel. 3 -- Pop rivets shall not be used in structural applications unless specifically called for by the design calculations. FOOTING DESIGN 1 — An allowable soil bearing load of 1000 psf has been used pending verification from the soils engineer. 2 — Concrete used for foundations and footings shall be machine mixed with a minimum compressive strength of 2500 psi. 3 — Reinforcing steel shall be deformed bars conforming to ASTM �,615 grade 60. Lap all bars a minimum of 30 bar diameters unless noted otherwise. 4 — All vertical form work shall be braced and held in place for a minimum of three (3) days after concrete placement. 5 — No steel shall be set or erected on the footings until the concrete has cured for a minimum of three (3) days. 6 — All materials and work shall conform to ACI 318, Specifications for the Design and Placement of Concrete. CONCRETE SLAB DESIGN: 1 — Concrete slab thickness shall be a minimum of 8" and reinforced with #4 (�) 8" O.C., unless shown otherwise on the drawings. 2 — Concrete shall be machine mixed with a minimum compressive strength of 2,500 psi or as required by the design drawings. 3 — Welded wire fabric reinforcement shall conform to ASTM A185. 4 — All material and work shall conform to the ACI 318, Specifications for the Design and Placement of Concrete. BASIS OF DESIGN 1. Governing Building Code 2. Roof Snow Load a. Ground Snow Load b. Snow Importance Factor c. Snow Exposure Coefficient d, Thermal Exposure Coefficient e. Roof Snow Load 3. Seismic Loads a. Short Period Mapped Spectral Acceleration b. Soil Site Class c. Short Period Site Coefficient d. 5% Damped Design Spectral Response Acceleration e. Seismic Importance Factor f. Response Modification Coefficient g. Seismic Response Coefficient h. W i. Building Seismic Design Category J. System Overstrength Factor k. Deflection Amplification Factor I. Ea: e Shear 4. Wind Loads a. Wind Velocity (3 Second Gust) b, Exposure Type c. Wind Importance Factor nternational Building Code 2006, California Building Code 2007, Los Angeles City Building Code 2008 Pg = 0 psf Is = 1 ,0 Ce = 1 .0 Ct = 1.0 Pf = 0.7*Ce *Ct * Is* Pg = 0 psf SS = 1.50 D Fa = 1 .0 SIDS = 2/3 * Fa * SS = 1.00 le = 1 .00 R = 2.5 Cs = SIDS * le / R Dead Loads of Structure D 2 2.50 V= CS * W = 0.400 W (Strength Design) 90 mph C 1.00 Special inspection and quality assurance, as required by section 1704 thru 1709 of the IBC / CBC / LACBC, shall be provided by an independent agency employed by the owner unless waived by the building official. The contractor shall coordinate and cooperate with the required inspections. All testing and inspection reports shall be sent within 24 hours of the test to the architect, engineer and contractor 1. Structural welding, (if Occurs) (CBC 1707.2 and 1704.3) for review. Special inspection during fabrication is not required if the fabricator is registered and a. "special inspection by a certified inspector is required for welding approved to perform such work with out special inspection. Items requiring special inspection and and/ or shop welding not done by an "Approved Fabricator" (as listed by LADBSY' quality assurance are: b. "Periodic special inspection by a certified inspector is required for single pass fillet welds < -5-))when not done by an "Approved Fabricator" 16 (as listed by LADBS). [Table "1704.3]." PROPRIETARY AND CONFIDENTIAL INFORMATION � � I � .h � -�•C �T � 1. i ,'�.��\ � 1 I'.. �' ( '' I I; A SHEET NO. GN 1 ........... EVR ENCLOSURE E1........... TITLL_ : General Notes and Specifications 5'-4" x 5' 4" x I V-0" High Framing Plan, Elevations, Sections, Details " ALL CONSTRUCTION SHALL COMPLY WITH THE 2007 CALIFORNIA BUILDING, MECHANICAL,ELECTRICAL PLUMBING AND ENERGY CODES AND THE LA QUINTA MUNICIPAL CODE" "ALL' OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIALS PRIOR TO INSTALLATION OF THE ITEM. Q?"ut MIIN ID M. N(. C058605 i P. 12314 ' 1EC 1. 0 6 140' 0 4 tttmenTatx�f .' f Wintet Cove C �► 11 m 9tl CC1f ! a_ ui I A4e n i o a a3 o tt) a v o n t, i.g TOWER ENERGY 77-985CALLE MONTEZUMA LA QUINTA, CA. 92253 PAGE CONTENT A2 ELEVATION PLAN SHOWN EXISTING BUILDING NEW ENCLOSURE TO MATCH BUILDING 1 SITE PLAN LOCATION OF ENCLOSURE SHOWN 2 EQUIPMENT LIST 3 EQUIPMENT DETAIL 14 EQUIPMENT DETAIL TYPICAL INSTALLATION HEALY TANK ** NOTE: FIRE DEPARTMENT USE ONLY. USE CALCRAFT PLANS E1 AND GN1 FOR ACTUAL STRUCTURAL OF ENCLOSURE. 5 VEEDER ROOT WIRING DIAGRAM 6 PRIMARY PIPING SYSTEM INSTALLATION 7 LINE LEAK DETECTOR AND TURBINE DETAIL 8 ENCLOSURE DETAIL ** FOR FIRE DEPARTMENT USE ONLY NOT FOR STRUCTURAL PLANS E1 CALCRAFT STRUCTURAL PLAN ** USE TO BUILD ENCLOSURE GN1 CALCRAFT STRUCTURAL PLAN ** USE TO BUILD ENCLOSURE EXISTING FRONT ELEVATION SCALE: IW - I'-0' " ALL CONSTRUCTION SHALL COMPLY WITH THE 2007 CALIFORNIA BUILDING, MECHANICAL,ELECTRICAL PLUMBING AND ENERGY CODES AND THE LA QUINTA MUNICIPAL CODE" "ALL' OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIALS PRIOR TO INSTALLATION OF THE ITEM. STUCCO FINISH I TO MATCH EXISTING ESUILDING� ' RADIUSED TRIM METAL GATES EX157'.NG PLANTER TO MATCH EXISTING BUILDING PAINT TO MATCH STUCCO TYPICAL 2 SIDES PROPOSED ELEVATIONS FR-802 C/ 1 Q 0 C/) Z W IJ O a Q J Lr) W O > J J z I L? W NISE >- Z J UJI U0 Q 0 < W Y Z Z N W U fLJ— < Of I Lo z w � W J z ° a W U 5 00 _ Q ON n I 3 - JOB MO. FR-802 oanwwc ua. A i- PL r� 30' —ter-- - - 15, BUILDING CASHIER STORAGE AREA (19) VEEQER ROOT i25?/ TLS 350 AVENIDA MONTEZUMA 27' SIDEWALK (I)GILBARCO ENCORE 3+1 50' (E) CANOPY :ONDUIT FOR LECTRICAL TIED NTO EXISTING :ONDUIT FOR 1ONITOR SYSTEM V AOVE AND REPLACE P t K LM CT AR[} U VAPOR LINES t CONDUIT FOR JII ELECTRICAL TIED INTO EXISTING CONDUIT FOR � f D MONITOR SYSTEM D D (1) GILBARC-0 l ENCORE 3+0 REMOVE AND REPLACE DISPENSERS AND UDC'S (1)GILBARCO ENCORE 3+1 Jin e round Service.. 'Aler, ,v f;8 0 0 '1212 -600 - fr f RIVERSIDE (`0U ti I ! FIRE D_I�J kIZ 1 N1ENT 1 .1% ( ) V L] SUBJECT CONDI I I I 7 ti_ see D 2% FE N04 C AIS E 0 BY L�' t14 - J T[ 11,F FIRE DEPT. APPR0%'AL FOR 1,1 1, V.ALIIi MR ONE Y Alt �t 5� l � 30' o rn ti �3 v`a s _ V U m .�— I p f _ ( ) 42" OPi EVR 4 (39) FIBERLITE -V U MANWAY ', DUAL PORT (26)OVERF'ILL ALARM rn p r 27) ACKNOWLEDGEMENT PREMIUM Ir V f r I { UNLEADED�-(39) FIBERLITE MANWAY (36) 42" OPW EVR ' DIESEL DUAL PORT`-`` (37) 42" OPW SINGLE PORT FILL (32) BOLLARDS,, i U (; SLOPE t-4*' PER 1' >>> P (N} DOUBLEWALL SMITH FBG VENT PIPE DOOR SIDE METAL FINISH (43) METAL ENCLOSURE 5'4" 4'4" x11'H STUCCO OUTSIDE TO MATCH EXISTING BUILDING INSTALL ARCH ON TOP TO MATCH ARCH OF BUILDING BLDG. WALL (29) VENT TRANSITION (E) VENTS TO BE REMOVED APPROVED COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY DEPARTMENT OF ENVIRONMENTAL HEALTH HAZARDOUS METDIVIMN Tho S shy riot be a nsaued to povid tie violation of any WW, nw doss it pre -W t MOW owm*ons of arras found on the ptara. Pis must be resubmitted for approv61 if my ad**MW dmuWs WOI I WdsbYa"'OPPlice"t In addition to this aPproval, aN aPPbcsb18 pew n*rad by the local Eire Dapartrnent, Building Dapartrnarft, and the Air Qu"y Diolbid must be obtained. UndwgmuM tank. upgrade, W4tftbon, repair, and modffiC,060111 inapectiora NO WPJkW and must be edraduled five (5) btesinesa tale in advance. Telaphorre (951) 358-5055 or A copy of Own alaprovsd Mara must bs Ws"l* at the sits at aN tim". It4i"Plan Review By PlanCheckN NOTE: 1 ALL WORK TO BE DONE UNDER THE ICC REPAIR AND INSTALLATION CERITIFIC ATION L. ALL MONITOR SYSTEM MODIFICATIONS SHALL BE ICC TECH CERIFIED 3- ALL EQUIPMENT AND MATERIAL INSTALLED SHALL BE DONE BY MANUFACTURE'S TRAINED AND CERIFIED TECHS 4 INSPECTION MUST BE SET 72-HOURS IN ADVANCE. 5. ALL TEST RESULTS SHALL BE SUBMITTED AT FINAL INSPECTION TIME_ m y M m C ItiUI}Wfintet cove Cl s r r n t;i Eltmentaf� r Mato z s ;. . a e ~pA*_ _'_*779s5_C211 Moldez 0- VMS - �iF(ia£�� (►.lBf3�li�#i�� "',�.SIF#�d"��`�'1`ii',fSwd!.,,..,. k •„ mile HidaEr� E' # j�itty 'w : R SCOPE OF WORK- 1 - REMOVE EXISTING DISPENSERS AND DISPOSE OF 2. DEMO (4) EXISTING ISLANDS, EXCAVATE ALL PRODUCT, VAPOR AND VENT LINES 3. DEMO AND EXCAVATE TANKTOP AS NEEDED 4, PERFORM REQUIRED SOIL SAMPLES AND 'SUBMIT REPORTAS REQUIRED BY LOCAL AGENCIES 6. INSTALL (4) BRAVO UDC SUMPS WITH OFF SET ELECTRICAL FRAME 6. RUN ALL NEW SMITH FIBERGLASS DOU BLEWALL PRODUCT, VAPOR RECOVERY AND VENT PIPE 7. INSTALL (3) NEW42" FIBERGLASS FILL SUPS B. INSTALL (2) OPW 42" PHASE I DUAL PORT EVR WITH STRAIGHT DROP TUBES 9. INSTALL (1) OPW 42" SINGLE PORT SYSTEM FOR DIESEL WITH STRAIGHT DROP TUBES 10, IN STALL (3) RED JACKET 2—H P TURBIN ES 11. INSTALL (1) BRAVO VENT TRANSITION SUMP FOR 3— VENTS 12. INSTALL (1) NEW FEEDER ROOT TLS 350 MONITOR SYSTEM 13, INSTALL (11) VR-208 LIQUID SENSORS 14 INSTALL (2) VR-408 ANNULAR SENSORS IN EXISTING TANKS 16 INSTALL (3) VR-MAG PROBES TLM 16. INSTALL (1) VP -OVERFILL ALARM 17. INSTALL (2) GILBARCO 3+0 DISPENSERS 1--N STALL (2) GI LBARC O 3+ 1 DISPENSERS 19 EACH DISPENSER HAS FACTORY INSTALLED HEAL`r EQUIPMENT PER CARB EXECUTIVE ORDER VR202—C (H EALY VACUUM MOTORS, FLOW METERS IN EACI— AN D (1) PRE SSU RE SENSOR.) 20 INSTALL HEAL'Y HANGING HARDWARE (8) HOSE. AND NOZZLE ON EACH DISPENSER. 21 INSTALL (4) HOSES AND NOZZLES ON (2 DISPENSERS 22. FORM AND POUR TxTx10" CONCRETE PAD FOF HEALY CLEAN AIR SEPARATOR TANK: WITH 6-6 BOLLARDS FOR PROTECTION, 23, INSTALL HEALY CLEAN AIR SEPARATOR PEF MANUFACTURER'S REQUIREM ENTS- 24. INSTALL CAL —CRAFT METAL ENCLOSURE, STUCCO OUTSIDE TO MATCH EXISTING BUILDING - 26. INSTALL 1— 1" GALVANIZED PIPE 10' FROM 2" VEN_ RISER TO CLEAN AIR SEPARATOR. 26. "NO SMOKING" AND "FLAMMABLE VAPOR" SIGN' MOUNTED ON TANK WITH 3" HIGH BLOCK LETTERS, 27, INSTALL I SD COMPONENTS ON V EEDER ROOT TL' 350 (WILL BE REQUIRED FOR THIS SITE), 28, INSTALL (3) 3/4" CONDUIT IN EACH DISPENSER T( ACCOMMODATE POWER FOR DISPENSERS, VEEDEI ROOT ISD SENSOR AND LIQUID SENSOR. 29, INSTALL NEW SHIELDED LOW VOLTAGE WIRE FO ALL M ONI TOR SENSORS BACK: TO M ON ITOR SYSTEM 30. INSPECTORS SHALL BE NOTIFIED 72 HOURS ADVANCE TO INSPECTIONS AND TESTING. 31. ALL TEST RESULTS SHALL BE SUBMITTED TO TH RIVERSIDE COUNTY ENVIRONMENTAL HEALTH AN SCAOM D . TOWER ENERGY -VILLAGE GAS ,y 77-985 AVE. MONTEZUMA LA QUINTA, CA DATE 10-01-08 PLOT PLAN DAVE PERMIT SERV. N7 SCALE 1 1"=20' PG. 1 OF 8 (562I' 533-8239 FR CONSTRUCTION INC. SPECIALIZING IN PETROLEUM CONSTRUCTION CA. LIC. 0831002 2410 RAINBOW GLEN RD. FALLBROOK, CA. 92028 �- (760) 451-3665 (5621461-1555 FAX (562) 925-7311 " ALL CONSTRUCTION SHALL COMPLY WITH THE 2007 CALIFORNIA BUILDING, MECHANICAL,ELECTRICAL PLUMBING AND ENERGY CODES AND THE LA QUINTA MUNICIPAL CODE" T^ ANn Annnr%%mr%0V TUr ®I III MIA#!+ ^rrinlAl n tt,pp id 9 Cr �1. fit, e(gr` 6 (4) HEALY NOZZLE 900 EVR VAPOR COLLECTION,-," BOOT RACK Fn- M rz- Cf) M rn M rn Z 0 (29 44* (3) Itxecutive Order VR-202F' Healy Phase If EVR System limfuding Veeder-RW ISO Exhibit I figure I A-2 Healy Model 9961 Clean Air SeWator -AR EIRCAIC� ASSFV6_� y /�5' ;3E7--R FOC, 9948 tOd F7 MAY, VAP-,Y,- ViN-ML.At PROTECMN $ALL VXLA i3OMED OPEN N NOWAL CM AT>D+41 1. LOCKED CLOSED C:�, on F= IN hi A: ew"AIT143% flA�k V4k,_'Op", �_N �.Omml, CLOSED 'T" I OR f10) VAPOR PRESSURE SENSOR t� (11) DIM MODULE DISPENSER t (10) PRESSURE SENSOR ISO I PRESSURE SENSOR (ONLY IN ONE IN DISPENSER #5/ 6 DISPENSER) cable ---------- DISPENSER - - - - - - - - - - - - - - - - - 1-- - Prom% SOMIng port VAPOR RETURN 1/1' TUBE INLET FROM DISPENSER ISD FLOW METER 1/4" VALVE INSTALLEDABOVE .......................... .......... .................................. SHEAR VALVE JUNCTION BOX Cat& ARROW MUST 1/44'OD -7 'Pr;: DISPENSER POINT DOWN (22) SHEAP,-------' RIGID TUBING VALVE (25) FLEX (27) ENTRY_�, ---- -------- --- SEAL OFF Pitch tee C_ r_ A In OUTLET drain V-4' VALVE - fb. 0 TL5, ConsoW (28):D)R DLJC Top of pedestal island (N)VAPOR/ (29� ---------- ----- <:> 16�'3 --�j I ... 4. 0. <1 N t ....... 7' fl' ' At<-) (12) INTERFACE MODULE DISPENSER SUMP (N) HEALY MOTOR (9) FLOW METER (N) ]-BOX (N) SEAL OFF (N) CONDUIT TO MONITOR .0 1/411 COPPER TUBE ---e' (28) UDC ­-"�' TEST PORT IS REQUIRED FOR Flow Motor arwJ Pressure INTRO DUCTION LIQUID DURING se' sx wmnq may sharg 0 TP-201. DYNAMIC TEST 1he sww conduit to console (20) LIQUID SENSOR'/ 1�71 - - --- --------- ISD PRESSURE & FLOW METER AT DISPENSER DETAIL 2"ar r common main vapc# return lin,@ NOT TO SCALE (2) HEALY MODEL VP 1000 GILBARCO ENCORE (7) VACUUM PUMP L 13 (4) From hose vapor line VAPOR PRESSURE + SENSOR (1) PER AIR FLOW METER SITE (1) PER DISPENSER (2) 'VACUUM PUMP To Smart Sensor module. EQUIPMENT LIST 1 4 ENCORE GILBARCO DISPENSER 2. 4 VP1000 HEALY VACUUM MOTOR 3. 1 9961 HEALY CLEAN AIR SEPARATOR TANK 4. 8 . ................ . .. .... 900 HEALY NOZZLE 5. 8 8701 HEALY BREAK A WAY 6. 8 75B.080-S2S2 HEALY HOSE 7. 8 76B-010-S4F2 HEALY WHIP HOSE 8. 1 330160-004 VEEDER ROOT ISD MODULE 9. 4 330020445 VEEDER ROOT VAPOR FLOW METER 10. 1 330020-615 VEEDER ROOT VAPOR PRESSURE SENSOR 11. 1 3304040-010 VEEDER ROOT DIM MODULE 12. 1 848703-050 VEEDER ROOT MOD INS 13. 1 329362-001 VEEDER ROOT RS3232 MODULE 14. 1 847490-001 ... . .... ....... VEEDER Rfj`OT EXP. BOARD 16. 1 331943-203 VEEDER ROOT NVMEM -2 16. 1 331500-308X VEEDER R","oOT ECPU BOARD 17. 1 332250-001 VEEDER ROOT SMART MODULE 18. 1 331500-358 TLS 350 PLUS ECPU 2-13RD W1327.04 VER. SOFTWARE 19. 1 848290-022 VEEDER ROOT TLS 350 MONITOR SYSTEM 20. 11 794380-208 ............. VEEDER ROOT LIQUID SUMP SENSOR 21. 3 794380420 VEEDER ROOT ANNULAR SPACE SENSOR 22, 3 847390-107 VEEDER ROOT MAG TANK LEVEL GAUGE 23. 3 848480-001 VEEDER ROOT PLLD 24. 1 330843-001 VEEDER ROOT SIX INPUT PLLD MODULE 25. 1 330374-001 VEEDER ROOT PLLD CONTROLLER MODULE 26 1 790091-001 . .. ..... ...... ... . VEEDER ROOT OVERFILL ALARM -7-B -d:.E 27. 1 790095.001 ... ........ VEEDER ROOT ACKNOWLEDGEMENT 28. 4 B8000P2L-BRRKT-B2 BRAVO SINGLE WALL POLY DISPENSER BOX CONTAINMENT ENTRY BOOTS 29 1 B500 W/RACK BRAVO VENT BOX 30. 10 10-BHMP-6830 OPW SHEAR VALVE 31. 4 60-VSP-1001 OPW VAPOR SHEAR VALVE 32. 6 71X644 STEEL POST FILLED WITH CONCRETE 33. 14 FSFS HOSEMASTER 1.5x18" MALE SWIVELxFEMALE FLEX CONNECTOR 34. . .. 10 ... .. DEB-3167 ENVIRON CONDUIT PENETRATION FITTING 35. .... 12 .. . .... ..... 1203-626-0 SMITH 3" PENETRATION FITTING 36. 2 OPW6611BI60037RT052 42" DUAL PORT EVR MANWAY 2-6-GAL OVERSPILL CONTAINMENT GASOLINE 37. 1 OPW61 11 42" SINGLE PORT MANWAY 1-6-GAL. OVERSPILL CONTAINMENT DIESEL 38. 3 OPW61T7268 .. ... . ...... ..... ... I ..... ... 4 x1 2'STRAIGHT DROP TUBE 39. 3 FBRFL42 42" FIBERLITE MANWAY FOR PRODUCT SUMPS 40. 3 RJM008817765 RED JACKET TURBINE 2-HP 41. 211 SMITH FIBERGLASS PRIMARY PIPE 42. 311 SMITH FIBERGLASS SECONDARY PIPE 43. 1 `CAL -CRAFT METAL ENCLOSURE TOWER ENERGY -VILLAGE GAS 77-985 AVE. MONTEZUMA LA OUINTA, CA DATE 10-01-08 EOUIPT. DETAIL! Ll![ DAME PERMIT SERV. SCALE PG. 2 OF 8 (562-) 533-8239 FR CONSTRUCTION INC. SPECIALIZING IN PETROLEUM CONSTRUCTION CA. LIC. t'831002 24 10 RAINBOW GLEN RD. FALLBROOK, CA. 92028 1760) 451-3665 (562) 461-1555 FAX (562) 925-7311 " ALL CONSTRUCTION SHALL COMPLY WITH THE 2007 CALIFORNIA BUILDING, MECHANICAL,ELECTRICAL PLUMBING AND ENERGY CODES AND THE LA QUINTA MUNICIPAL CODE" "ALL' OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIALS I TYPICAL PIPING CONNECTION VENT CONTAINMENT SUMPS a r + (E) SUMP ENTRY (E) VAPOR REVN (E) LIQUID - -1 SENSOR (36) FILL SUMP FROM TANK 5 j ENTRY (7g} (N) VENT LINE (41)- (d2) (2S) sE*+soRS �3�Na !'��TS oR .S�eF vgs GASOLINE DISPENSER SUKV,��,a-� -ro (END VIEW) ITS �D�e u n.► � S'iR�JT.S . HEALY VACUUM SEE PAGE 2 FOR I PUMP ISD PLACEMENT \n eSEAL OFF (30) SHEAR VALVE—' § (33) FLEXHOSE. , w _ (42) (3 (41)-PRODUCT VAPOR RETURN , (41) (35) (42) (28) UDC , (20), LIQUID SENSOR/ GASOLINE DISPENSER SUMP (SIDE VIEW) 5EE PAGE 2� '"" ' "n" ISD RLACEMEI (31) VAPOR SHEAR VAl (33) FLEX CONNECT( (N) SEAL 0 F F (35)rNTRY BOOT SMUT PENETRATION FITl V = VAPOR P =PRODUCT RJR-208 0) SHEAR VALVE (33) FLEX CONNECTOR SEAL OFF BRAVO SINGLE'VALL DISPENSER CONTAINMENT SUMP ISLAND 3" SMITH FOR SECONDARY FIBERGLASS CONTAINMENT COUPLING FOR ENCORE DISPENSER 3+1 GASOLINE DISPENSER SUMP (SIDE VIEW) SEE PAGE 2 FOR , (N) J-BOX ISD PLACEMEI (37) VAPOR SHEAR VAl (33) FLE)C CONNECT( (N) SEAL OFF (35)tNTRY BOOT Sh PENETRATION F V = VAPOR P -PRODUCT VR-208 0 }) SHEAR VALVE 33) FLEX CONNECTOR .(N) SEAL OFF, SINGLEWALL UIt3I-'ENDER CONTAINMENT SUMP (20) LIQUID SENSOR SEAL OF 120} VENT TRANSTITON SUMP CUFF SET FOR ELECTRICAL (43) T 18" MIN I 2 3" 33) FLEX TITE HOSE (35)`ENTRY BOUT VENT RISER W/ HEALY C.A.S. VENT SUMP rm rm e9 en ITH THE 2007 CALIFORNIA BUILDING, MECHAN[CAL,ELECTRICAL LA QUINTA MUNICIPAL CODE" BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIALS PRIOR TO INSTALLATION OF THE ITEM. 12, MIN. } VENT CONTAINMENT BOA (35)'ENTRY BOOT TOWER ENERGY -VILLAGE GAS 77-996 AVE. MONTEZUMA LA QUINTA, CA DATE lo-oll EQUIPT. DETAIL DAVE PERMIT SERV. SCALE PG. 3 OF 8 (562) 533-8239 FR CONSTRUCTION INC. SPECIALIZING IN PETROLEUM CONSTRUCTION CA. LIC. ?0831002 2410 RAINBOW GLEN RD. FALLBROOK. CA. 92028 (76W 451-3665 (562) 461-1555 FAX t562) 925-7311 t TMX NO FOO'nNG i 0 27 1 ft ... ; 4 "Owow CUPS AS S"O" Wf I"MW 3/4 BOLLARD DETAILS NOT TO SCALE Wowing ISD R41mm via RS-232 Connectim CONNWTING LAPTOP TO CONSOLE Co",--t yout laptoop to #* TLS owooWa PS-232 or mukow =dWe Uaw of* of tp- nwtrocb d~ in It* eumplos in FWe?j-s Wow M-232bWd-T9250-ftifl iW'ts 1, 2, .* �j Wa4d -'M *now) A.TrzW VW to Dog MW ad r RN V 6W, rum c* .......... " — Uw— ce; Fvvra &*c."aimp kw" to ns -, sc6 fw ""at commusication z 3/4 -`7 t®� FINISH GRAPE an A tj W% 6" MIN AG 96-SE R (TYP.) � #4 EACH WAY M. PLM 9- HEALY NOTES*. 1 HEALY INSTALLATION WILL COMPLY FIRE CODES ART 5202,13.3TO 5202,13-4 2. SIGNAGEFOR THE OPERATION OF THE HEALY SYSTEM TO BE SUPPLIEDBY MANUFACTURES REQUIREMENTS AND MOUNTED UPON THE TANK IN A VISIBLE LOCATION- 3 ALL HEALY TANK VALVES WI LL BE I DENTI FI ED VVI TH PHYSICAL LABELS ON TAG S. 3/400 6" o.o. SCHMIJE 40 PFE 0 SEE ENCLOSURE PG. 5 OF 5 TYPICAL AIR SEPARATOR TANK ANCHORING DETAILS NOT TO SCALE 'VESSEL LABEL NOTES: This veeeel is NOT unoor pr"suro. Howevers ft contAins FLAMMABLE GASOLINE VAPOR AND LIQUID This vesmi is part of a gasdine vapor recovery system de$19,ned to wnvOrt gat�olina vapor back Into liquid gasoline. Gasoline fire and Explosion Data Flesh Point <-40 degrees (Estjnvftd) AutoigniLion Temperature: 480 dogrees F Flammable Limits In Air, UEL: 71 % - LSL: 1.3% NFPA piational Fire Proton Assftl"on) Haurd fttft Codes Fire Health Reactivity Other 3 1 0 blank Extinquish.jnq Media: Use dry chemiml, carbon dioxide, foam or water spmy. WAW may be irmffective in fighting fts of liquids with low flash points, but, water should be USW tO keep fire tVoud containers cool. If a leak or spill has not Ignited, use vvater spray to disperse thew vWra and to protect persons aftrnpting to � a leak. Special Fire rigiftn2i Prooedum. plessure-demnd, self oantained, broathing appangitus 0oWd be ProvidW for fft fighter engaged in activ4ias in the hot zone. Unusual Fire and Fixpioston Hmrd: Vapors may travel extended disWces and flambeck with explosW ford I Ignitai sour es are preset. Clothing, rags, or star ter organic material contaminated with product and stored in a clovW space my undergo spontaneous rombuabon, VEEDER ROOT ISD SMART SENSER DIAGRAM capa= 09,0RUW NEW W fWW WEIMIR SEMW AT ALL ENSM vt0a"W # =847-002 k" MV PURE SENWR ONLY ME INSTALL AT DI"M WEARESI TANKS I VEEDER-ROOT # 331946--001 HEALY SHALL HAVE A NFPA 704M PLACARD VISIBLE FROM N�� I 7TH ST, INSTALLATION INSTRUCTIONS for HEALY SYSTEMS, INC. CLEAN AIR SEPARATOR OPERATION AND PURGING NORMAL OPERATION: There are four ball valves oi the tank Each ball valve is to be installed so as to allow opening and closing with nothing ob�Arucfing the full range (90') of movement. In nornial operation, only' the valve at the tor, of the tank shall be open - the other three valves shall be closei:l All tour valves shall be locked in the aL)ove positions. The two plugs shOUld be installed LIStng a non - hardening: t.-JL classified pipe joint conipWnd and tightened to 60 ft-lbs. DRAINING THE BLADDER. zi Any liquid coming over from the vent system would have collected above the valve in the riser pipe before going InV-) the bladder An inspection of the need to drain the bladder is easily niade by removing the PILIQ at the tee on the bottorn plumbing of the tank. Before removing this plug, open the valve above the tee to release any liquid into the piping below, Wait approximately 30 -it the tee on the bottom plurnb ng of seconds and then close the valve, No%,j,, remove the plug z o 't, gasoline the tank - be sure to have a container suitable for gasol . available to catch fluid- If liquid in excess of 16 OUnces (473 nil) drains out, the bladder should also be drained Should it be necessary to drain the bladder'. 'I Close the upper ball valve (LISUE-Illy open) leading to the tank vent lines_ 4- Open the valve that goes to the vertical riser that enters the top of the, tank (the one without the ball valve going into the tank), Be sure the other three ball valves that connect to the vent lines and tank are closed. 3. Remove the plug from the bottom tee and connect an explosion proof evacuation pump capable of handling liquid Have a liquid tight, container suitable for gasoline positioned 'd U1 returns within it to receive any fluid that may exit the system and start the pump. If no liquid 30 seconds, the bladder is dry e - discontinue pumping, remove the pump, replace the plug and return the ball valves to their on'qlnal, locked, positions. DRAINING THE TANK, zi Should it be necessary to drain the tank (between the bladder and steel wall'o., I Close the ball valve at the top of the tank and also the hvo valves on the vertical risers 2- Remove the plug in the b)tt(--)ni tee and place a metal container below the pipe opening. 3 Carefully open the ball valve at the bottom of the tank - observe that the container that is being drained into does not overflow - empty container as requtred until fluid no longer conies from the pipe when the valve is Open- 4Close the ball valve and replace the plug into the tee. Return all ball valves to their original TOWER ENERGY -VILLAGE GAS 77-985 AVE. MONTEZUMA LA OUINTA, CA ."7DATE 10-01M HEALY DETAIL DAVE PERMIT SERV. SCALE PG. 4 OF 8 (562) 533-8239 FR CONSTRUCTION INC. SPECIALIZING IN PETROLEUM CONSTRUCTION L.A. LIC. #831002 ALL CONSTRUCTION SHALL COMPLY WITH THE42007 CALIFORNIA BUILDING, MECHANICAL,ELECTRICAL 2-410 RAINBOW GLEN RD. FALLBROOK. CA. 92028 CODES AND THE LA QUINTA MUNICIPAL CODE' 1 4760) 451-3665 45620 461-1555 FAX 45623 925-7311 PLUMBING AND ENERGY "ALUOR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIALS PRIOR TO INSTALLATION OF THE ITEM. .ANNULAR SPACE SENSOR (26) OVERFILL ALARM (E)MANWAY m :... (19)v D -ROO SYSTEM WIRING DIAGRAM IMPORTANT* THIS IS A CONTROL DRAWING ONLY AND DOES NOT REELECT THE ACTUAL LOCATIONS OF CONDUIT ENTRY (SEE NOTE 7 BELOW). VUEDR—RWT REDS THAT ONE TALLrINQ OUR EQWMEXT SE WfEL. I CERTIFIED FOR MORE IN 01tMATION REGARDING THE ROMUMEiY INSTALLERS COURSE CONTACT 203--II51-2762. WARIi M: IM MISTALEAiTNON A 140 USE Of THIS PRODUCT. COMPLY WITH THE NATIONAL ELECTRICAL. CODE; FEDERA ., STATE AND ONNECT TO PUMP LOCAL CODES. IN AD01T1` (K TU*N OFF POWER ONTROL OF THE S1 AND TAKE OTHER NECESSARY PRECAUTKWS ERV. SYSTEM OR DUN04 IINSTALLA1TM. SERVICE AND REPAIR ISPENSER, ON THE TO PREVENT PERSONA€. INJURY, PROPERTY RODUCT RELAY OF I= A*D EQUIPII&W DAMAGE. UMP CONTRACTOF WARNING: DtSCONNECT ALL POWER BEFORE CIRCUIT SREAlKER MA,KWO ANY CONNECTIONS TO PREVENT PANEL DEATH, SERIOUS INJURY, EXPLOSIO#4" OR ELECTRICAL SHOCK. MONITOR MUST NEVER 115 MAC K OPERATED UNLESSTHE FRONT C ER I'S NEUTRAL" CLOSED OVER THE BARRIER TERMINALS IN THE WTItINSKALLY SAFE AREAL MOTis; 1.TW WIRES BETyiiI::IEN THE MOTOR AND EACH PQW4WMR !.WAYM W.67 BE OF A► FOR USE IN THE PRESENCE OF GASOLINE AND OIL AND MUST BE BETWEEN AIIIIG 14 AND ANG 18. SHIELDED DED CA13LE SHOULD HE USED :FOR PVC WN-- DUIT OR FDR METAL CONDIXT I)AT IS W PROPER- LY SEALED IN ACCDROANCE WH THE NATKM-- A►L ELECTRICAL CODES AND THE AUTOMOTK AND MARINE 'SERVICE STATION COOES SINCE THEY PASS FWAI A CLASS 1. I1I1tSION I OR OMS #ON If AREA INTO A NONHAZARDOUS AFE. 2.CO*W W"H #12 MG (OR NAB) CONDM- TOR THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER DI;STRIE' UTK)N PANEL. 10 DENOTES FIELD tI WNG C01404ECTION USING WATERPROOF CONNECTORS Si. PPUED 1NITI•f T}IE Pt E(S) Aft SE:MN(S). 4, INTRINSICALLY SAFE WIF"NG SHALL BE INSTALLED IN ACCORDANCE WITH AfMCLE $04-20 OF TW NEC ANSI1WPA 70, 1"0. 5. TO "NTAIN INS SAFETY ANO PROPER SYSTEM OPERAT ON, PROBE AND SENSOR WPM MUST BE INSTALLED WITHIN SEALED CONDUIT OR USING BURIAL METHOD, S. ELECTRICAL RAATINC POWER 04P'UT 120 VAC, /00 NZ. Goo WATTS WXMW. T. RUXR TO 05€T£ PREPARAT" AND WAL.LA- TION INMUCnONS, 'I,I NUAL NO, 57WI3-622 FOR ACTUAL LOCATK)N OF CONDUIT ENTRY III TLS-350 ~OR. B. FOR VOLUMETRIC L. NE LEAK INSTALLATION, REFER TO LINE LEAK DETECTOR "SITE PWRAftA-- TION AND INI,a'�"TAL.L AT-ICIN kNSTRLIGTICINS." MANUAL. NO. 57W 13-G73. R. FOR PLLD INSTALLATION. REFER TO "SITE PREPARATION ARID INSTALLATION INSTRVC- T'IfM,o MAVJAL NO, 576013--1102. ISD ALARM SUMMARY R#uT EXTV"L � tLt LL ,ICE 3�HCLULU 1. AULL DISPLAY MESSAGE INDICATOR SET CONDITION CLEAR CONDITION LIGHT MISSING RELAY RED ONE OR MORE REQUIRED SET UP SHUT DOWN ALARMS SETUP SHUTDOWN ALARMS HAVE NOT BEEN ASSIGNED TO A RELAY MISSING RELAY ED THERE ARE NO VAPOR COMPLETE GASOLINE SET UP SETUP RECOVERY (GASOLINE) TANKS DEFINED OR A GASOLINE PUMP HAS NOT BEEN ASSIGNED TO A CONTROL (SHUT DOWN) DEVICE IN AT LEAST ONE TANK MISSING HOSE SETUP RED THERE IS NO PRODUCT MEANS ASSIGN AT LEAST 1-PRODUCT ASSIGNED TO A HOSE METER TO A HOSE VAPOR METER SETUP RFD INCOMING TRANSACTION FROM CONFIGURE VAPOR FLOW METER A HOSE WITH AN UNAVAILABLE ('SMART SENSOR) AND ENABLE IT VAPOR FLOW INTER IN ISD MISSING PRES. RED THERE IS NO VAPOR PRESSURE COMPLETE VAPOR PRESSURE SENSOR SETUP SENSOR SETUP OR DETECTED SENSOR SETUP MISSING VAPOR RED THERE IS NO VAPOR FLOW COMPLETE VAPOR FLOW METER FLOW MTR METER SETUP OR DETECTED SETUP CK VAPOR FLOW MTR REED FAILURE OR VOLUME MEASURE VOLUME MEASURE TEST TEST -POSSIBLE PROBLEM PASSES OR VAPOR FLOW VAPOR FLOW METER DIETER DECONFIGURED OR TEST CLEARED Msplayed Message ISD Monitoring Cat9gory Indicator Light Cause ISD VAPOR LEAKAGE WARN Containment Yellow Vapor Leakago DetacWn test warning ISD VAPOR LEAKAGE FAIt" Containment Red V or Leakap DGwction test - 4th crsa<�ti0e fai re ISD GROSS PRESSURE WARN Containment Yellow Gross Over Pressure test warning ISD GROSS PRESSURE FAIL" Containment Red Gross Over Pressure test - Bth consecutive failure ISD DEGRD PRESSURE WARN Containment Yellow Degradation Ov+ar-I�lressure test warning ISD DEGRD PRESSURE FAIL" Containment Red Degradation Over -Pressures test - 80th consecutive failure Hnn; GROSS COLLECT WARN Collection Yellow 1-Day Gres Aj'L Test wraming Hnn, GROSS COLLECT FAIL* Collection Reel 1-Darr Gross AFL Teat failure - 2nd consocutiv�e fail- ure + Hnn. DEGRD COLLECT WARN Collect*n Yeallow 7-Day Degradation A/L Test waming Hnn.. DEGRD COLLECT FAIL` Collection Reef 7-Day Degradation AIL Test - consecutive failure ISD SENSOR OUT WARN Self --Test Yellow ISD Sensor Out Self Test warning ISD SENSOR OUT FAIL' Self Test Red ISD Sensor Out SO -Test - Sth consecutive failure ISO SETUP WARN Serif -Teat Yellow System Setup Sell -Test warning ISD SETUP FAIL* SON -Test Red System Setup Sell -Test failure - Bth c©nsecutnre failure NON -HAZARDOUS AREA HAZARDOUS AREA FROM (4) ANNULAR SPACE WEATHERPROOF JUNCTION BOX FROM (4) TLM WEATHERPROOF JUNCTION BOX FROM (5) FILL SUMPS SENSORS WEATHERPROOF JUNCTION BOX (1 ) VENT B O X FROM (4)TURBINE umps (6) UDC SUMPS WEATHERPROOF JUNCTION BOX FROM ISD -�- FLOW METER (1) PER WEATHERPROOF JUNCTION BOX DISPENSER FROM ISD PRESSURE WEATHERPROOF JUNCTION BOX SENSOR ONLY (1) DISPENSER # 112 SEAL OFF WEATHERPROOF ]-BOX (21 ) ANNULAR SENSOR TANK GAUGE (22) MAGNETOSTRICTIVE PROBE " ALL CONSTRUCTION SHALL COMPLY WITH THE 2007 CALIFORNIA BUILDING, MECHANICAL,ELEC PLUMBING AND ENERGY CODES AND THE LA QUINTA MUNICIPAL CODE" (22) LIQUID SENSOR RED FLASHING LIGHT AUDIBLE ALARM SILL SUMP 5ENSOR (N) VENT BOX VR-208 / LIQUID (22) SENOOR TOWER ENERGY -VILLAGE GAS 7 i -885 AVE. MONTEZUMA LA QUINTA, CA DATE 1 10-01-08 VEEDER ROOT DAVE PERMIT SERV. SCALE I PG. 5 OF $ d (5G2) 533-8239 "ALL' OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIALS PRIOR TO INSTALLATION OF THE ITEM, FR CONSTRUCTION INC. SPECIALIZING IN PETROLEUM CONSTRUCTION CA. LIC. #831002 2410 RAINBOW GLEN RD. FALLBROOK. CA. 92028 (760) 451-3665 (5621461-1555 FAX (562) 925-7311