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MOUNT AT VIEWPORT PRESSURIZED LEAK DETECTOR EXTERNAL SIPHON CHECK VALVE 36" MULTIPORT MANHOLE HYDROSTATIC MONITORING GRA VEEDER-ROOT3 WAY SERVICE BALL VAVLEw/ LIQUID-TIGHT FILL BOX VEEDER-ROOT Architects I I - I I DRAIN HANDLE ACTIVATOR FOR STANDARD TURBINE PUMP 4" TOP SEAL ADAPTOR SUMP SHIELD FIVE GALLON MINIMUM FILL BUCKET. SLOPE PIPING ® HYDROSTATIC MONITORING q �1/8"/FT TO TANK DUAL WEATHERPROOF JUNCTION VEEDER-ROOT SLOPE CONCRETE DOWN 1-1/2" BOXDS w/ CORD GRIP WIRING SHROUD C BUCKETS WITH FROM MANHOLES, TYPICAL. Associates, encENTRIES IDOUBLE WALL INTERSTITIAL TERMINATION SHROUD CLAMPS a _ ■ ¢ DOUBLE WALL SUMP INTERSTITIAL 4" NIPPLE I t` TERMINATION. --- ��/ 2" VENT LINE w/ 3" - - - — — — — — - - - - - - - - - - — — — — — _ _ _ — - - - P.O. Box 9082 2" FLEX CONNECTOR i� �� / SECONDARY PIPING _ _ = _ _� _ = _ _ � — � — — — — � — — — — - � — — — — � — — — — � — — ~ — — — Stockton, CA 95208-1082 LIQUID SENSING PROBE �/ EY PER NFPA 1 DOUBLE WALL SUMP PEA GRAVEL DOUBLE WALL SUMP OPENING THROUGH 4-300# COUPLING 4" SCHEDULE 40 GALVANIZED Phoney 12091609-6801 1 SECONDARY WALL. RISER PRIMED AND WRAPPED. Email, GRA22875ogmall.com PENETRATION BOOT I 11 I 2 FIBERGLASS PRODUCT CONTAINMENT SUMP REDUCER j I I FILL TUB UM STANK & OPENINGS PIPING w/ 3" SECONDARY _ _ THREEWAY VALVE AND LIQUID _ 3" SECONDARY CONTAINMENT I I FLOAT SENSOR FOR TANK I _ PIPING. (SLOPE 1/8"/FT I I Architecture ♦ Consulting HYDROSTATIC MONITOR INTERSTICE BACK TO TANK) I I 1 1 I 2" OR 3" FLEX CONNECTOR I I (OMIT ON DIESEL TANK) SMITH PENETRATION , FIBERGLASS CONTAINMENT III I cJE� AIR? 3" FIBERGLASS VAPOR RECOVERY I -- DOUBLE WALL SUMP LINE w/ 4" SECONDARY PIPING 2" FIBERGLASS _-----___ I -- TANK FITTING I I SUMP SENSOR VEEDER- �G � FIBERGLASS SLOPE TO LOWEST GRADE TANK // ------ I I " (OMIT ON DIESEL TANK). REFER /�/� �/ VAPOR PIPING w/ 4" COLLAR, TYP OF 6 ? RODRIGUEZ I I ROOT v GEORGE A TO PIPING PLAN FOR ACTUAL VENT PIPING w/ 3"--1VA CONFIGURATION AND SIZE. i�i� iii SECONDARY PIPING I SECONDARY PIPING - - - - -- - - - - - - --- - — — — -- — — --- -- ---- — ---- — — ---- --- — --- — — LEVEL__.. RNo. C2287 MAY U59 EXTRACTOR ASSEMBLY FOR � �� 2" PRODUCT LINE i i VAPOR RETURN (OMIT ON VENT kN LINE 9 DIESEL TANK) VAC FITTING IP R SUB PUMP i I TEST PORT /� �� TEST PORT F 11R VAC SENSOR HOUSING I� I LEVEL 'A" r� SEMBLY BRACKETED TO RISER VE TION 'NOT SHOWN FOR I I z NOTE * PIPES MUST EXIT PERPENDICULAR TO SUMP WALL SUMP SENSOR VEEDER-ROOT CLARIFY, SEE OTHER DETAILS I I * NEVER COVER UNUSED BUNGS w/ PIPE OR CONDUIT. I I These drawings are property of GRA Architects & Associates, Inc., and OPENING THROUGH SECONDARY I are not to ba reproduced, changed, copied, or reused without the I not written consent of GRA Architects & Associates, Inc. WALL: (DRAIN PORT) DOUBLE WALL TANK SUMP PLAN GASOLINE OR DIESEL TANK ,6 VACUUM SENSOR ASSEMBLY VAPOR & FILL DETAIL ,$ Consultant SCALE: N.T.S. A-2.2 80 3 211 SCALE: 3/4" = 1 '-0" A-2.2 210 SCALE: 3/4" = 1' 0" A 2.2 NOTES: 1. PERPENDICULAR PENETRATIONS OF CONTAINMENT SUMPS PREFERRED. 20" MAXIMUM ALLOWABLE PENETRATION ANGLE. 2. USE SUMP PENETRATION BOOTS AT ALL PENETRATIONS OF SUMP. 3. ALL JUNCTION BOXES ARE TO BE PLACED WITHIN 12" OF THE TOP OF SUMP. pt 3'-0" DIAMETER MANHOLE ANNULAR SPACE MONITOR Project For LIQUID SENSING PROBE REBAR AT SUB PUMP V-4 TRUCKVAPOR RECOVERY FOR WE7 TANK HOLE: 12" THICK SLAB � � Interstate A Enterprises WITH #4 TANK O 24" OC EACH WAY. SUB PUMP 1 6470 Cambridge Drive NOTE: _ Lathrop, CA 95330 CONCRETE SHALL EXTEND A MINIMUM EXTRACTOR ASSEBMLY FOR FILL CAP AND '31-0110 12"0 MANHOLE ODES 0" BEYOND ETANKS (SEE SITE PLAN I CAPVAPO(OMTTONNDIESEL TANK)AND 4" PIPE ADAPTER MANHOLEI Phone: (209)647-4273 FOR ACTUAL TANK SLAB SIZES.) VAP R AP ND ADAPTER 1'-2" 1 '12" SLOPE CONCRETE DOWN MULTIPORT WATER SHROUD HYDROSTATIC 2'-0" 1" FROM MANHOLES, TYPICAL. BUCKETS TANK MINIMUM I REBAR AT MANHOLES I FRP TOP HAT — - _ - - _ — = HYDROSTATIC CYLINDER /\\/\ W o FIBERGLASS PUMP 0 o \//\//\//\/ City Gas & Liquor o = CONTAINMENT SUMP \\ \\ \\ \ r _ _ _ o --� I r //\//\//\, New Gas Dispensing I I HYDROSTATIC 1 —PRODUCT LINE I I I CYLINDER \ \\ \\ � // // // Island & Canopy DISPENSER SKIN q /� o w VENT LINE SLOPE 1/8"/FT BACK TO TANK. 16470 Cambridge Drive 3" VAPOR PIPING I I SECONDARY \\ \\ \\ Lathrop, CA 95330 - I I - TEST PORT /\/\/ p MALE ADAPTER READED 3" COUPLING 1 . 0 I I \\� FLANGE w/ 1" NPT SHELL SECONDARY. I I \� \ \ VAPOR FLOW SENSOR THREADED INLET Sheet Contents TEST PORT I \ INLET SCREEN TEST Boor 1 �� 18" MIN. 1" SHORT NIPPLE TANK NOTES/DETAILS CABLE TO j LIQUID SENSING z. NOTE: SHALL NOT TRANSFER ANY j 11 JUNCTION BOX / PROBE WEIGHT OR LOAD TO THE TANK SUMP. I I FLAPPER VALVE; 1 STABILIZER I A.T.G. : BRING PEA :GRAVEL UP: TO THE TOPHAr. : I ISI (SET A7 95%) 1 PEA GRAVEL ASSEMBLY ENSURE THAT THE TANK PAD IS ISOLATED I I I OUTLET 0—RING FROM THE SUMP PER MANUFACTURER'S: I I BACKFILL I 1 WRITTEN INSTALLATION INSTRUCTIONS. I I I FLANGE w/ 1" NPT 1 L THREADED OUTLET II 1 U:NLE� DED: III- DRQP ;TUBE 1:2,000 : GA LON TANK z a � VAPOR SHEAR VALVE DRAWING STATUS DATE DEFLECTOR: x jIJ DEFLECTOR PLATE PLATE TYP.; TYPICAL i PLAN REVIEW N0. 1 09-25-17 20 ISD VAPOR FLOW SENSOR SCALE: N.T.S. A-2.2 PLAN REVIEW NO. 2 10-23-17 MIN. BED TANK TO BE SET DEAD LEVEL PLAN REVIEW NO. 3 10-23-17 /\//\//\//\//\//\//\//\//\//\//\//\//\//\Y. //\//\//\//\//\//\//\//\//\//��/ HEALTH DPMT REVIEW 1 4 12-05-17 //\\//\\/\\ \ \\//\\//\\// /\\// GENERAL NOTES Ni \i��\ \i/\\ \\i\\i�\i��%% i��% \i�\i�\i�\i�\ \ `\�\� HEALTH DPMT REVIEW 2 A 03-21 -18 NOTE: i\�/\\//\//\//\\�/\ / \ \\��\/�� / 1. FULL SYSTEMS PRECISION TANK AND LINE TESTING TO BE \\/\\ ARRANGED TO BE ARRANGED BY CONTRACTOR (NOTIFY RESUBMITTED 06-12-18 ALL PIPING SHALL SLOPE A MINIMUM CONTRACTOR'S REPRESENTATIVE 2 WEEKS IN ADVANCE). 1 /8"/FT BACK TOWARDS TANK. 2. DISPENSER SUMP AND TURBINE SUMPS, FILL SUMPS ARE BUILDING PERMIT NO.: 201.3-0975 TO BE TESTED AS FOLLOWS: a. DISPENSER SUMPS OR UDC'S, TURBINE SUMPS AND FILL DRAWN BY: NEO KLAYBO SUMPS MUST BE TESTEED PER MANUFACTURERS INSTRUCTIONS. CHECKED BY: GRA 3. PIPING: AFTER PRESSURE TESTS ARE COMPLETED ON ALL TYPICAL THE LINES, PRESSURE MAY BE REDUCED TO A MINIMUM SCALE: AS NOTED 1 PICAL TANK ELEVATION AND SECTION 19 AS HA PSI AND MUST BE MAINTAINED UNTIL ALL CONCRETE/ ASPHALT SURFACES HAVE BEEN COMPLETED. PROJECT NO.: CGL-21706078 SCALE: 1/2" = 1'-0" A-2.2 4. ALL VENT, VAPOR AND PRODUCT PIPING TO BE A.O. SMITH (RED THREAD) INSTALL PER MANUFACTURER'S SPEC. SHEET: 5. TANKS SHALL BE INSTALLED PER THE MANUFACTURER'S A = 2 . 2 SPECIFICATIONS. 6' ALL PIPING, COUPLINGS, SEALANTS, OR RELATED PIPING SHALL BE COMPATIBLE WITH EACH OTHER AND THE PRODUCT THAT THEY SHALL CONVEY.