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ND VENT RISERS, TYP. MANIFOLD GASOLINE VENTS VENT RACK SYSTEM BY GRA
<br /> AND INSTALL P/V VALVE, 12' MINIMUM ABOVE GRADE BRAVO, AS REQUIRED.
<br /> MOUNT w/ LID FLUSH w/ GRADE Architects &
<br /> VENT RISER SLAB, MIN. 6"
<br /> DOUBLE WALL SUMP AROUND BOX, OMIT AT REAR
<br /> INTERSTITIAL TERMINATION. OF BOX IS ADJACENT TO WALL. Associates, Inc.
<br /> SEAL-OFF CONDUIT PER FJPA SPECS.
<br /> A
<br /> EXPLOSION PROOF J-BOX d HYDROSTATIC MONITORING CONVEX P.O. Box 908295208-1082
<br /> (16 CUBIC INCH MIN.) VEEDER-ROOT #794380-304 6" DIAMETERtn
<br /> OR 6" SQUARE
<br /> LISTED FLEX CONNECTORS STEEL BOLLARD
<br /> P 6" MIN INTO PEA GRAVEL, TYP. 0 VENT CONTAIN MENT/TEST Phone, 12091609-6801
<br /> PROVIDE/INSTALL PVC DRAIN <0 > BOX SYSTEM BY BRAVO FILL W/CONCRETE Email, GRA22875ogmall.com
<br /> DOUBLE WALL VENT PIPING ------SECONDARY TEST PORT A 3,-6" #4 REBAR AT 18" O.C.
<br /> #4 REBAR AT 18" 0 C
<br /> SLOPE TO TANK SLOPE 1/8"/FT. EACH WAY (TYPICAL) EACH WAY (TYPICAL) Architecture ♦ Consulting
<br /> BRAVO 0 SUMP SENSOR (TYPICAL)WA ��Yp
<br /> <0 ENTRY FITTING, TYP. VEEDER-ROOT <10�
<br /> SECONDARY TERMINATION
<br /> 3" OVER 2" PIPING FITTING wl NPT TAP &IOR
<br /> 1III III III III III IIII I 1E1 I FE1 I 1=1 I E111 I F
<br /> NOTE: !4 .
<br /> GEORGE A.
<br /> BULKHEAD TEST PORT ASSEMBLY 04
<br /> 4
<br /> PAINT PER OWNERS 14. 4
<br /> A:
<br /> H- A , ROWGILIEZ
<br /> OPENING THROUGH SECONDARY STANDARDS
<br /> �El I IEI I M I IEI I EEI I IE1 I IEI WALL. No. C22875
<br /> -111-111 11E111=111=111- REN.: MAY 31, 2019
<br /> -1 INSTALL ALL EQUIPMENT PER
<br /> . . . MANUFACTURER REQUIREMENTS. WET HOLE CONDITION
<br /> BEDDING & BACKFILL MATERIAL
<br /> TO HAVE 6" BED OR PEA GRAVEL Of
<br /> (NO SHARP EDGES) NOTE: NOTE:
<br /> 16"0 SEE SITE PLAN FOR SEE SITE PLAN FOR
<br /> SPECIFIC APPLICATION. SPECIFIC APPLICATION. These drawings are property of GRA Architects & Associates, Inc., and
<br /> are not to be reproduced, changed, copied, or reused without the
<br /> VENT RISER TRANSITION DETAIL 1 PIPE BOLLARD DETAIL 2 TANK SLAB DETAIL r3 DRIVE SLAB DETAIL 4 expressed written consent of GRA Architects Associates, Inc.
<br /> 12" NOT TO SCALE A-2.0 NOT TO SCALE A-2,0 NOT TO SCALE ��20 NOT TO SCALE A-2.0 Consultant
<br /> SIGN FILTER
<br /> (WHITE wl RED
<br /> NOT TO SCALE
<br /> NOT SCALE
<br /> LETTERING) ISD PRESSURE SENSOR (AT VAPOR MINIMUM 12' ABOVE GRADE
<br /> LINE ONLY) INSTALL AT DISPENSER MULTI-PRODUCT DISPENSER
<br /> EMERGENCY CLOSEST TO UST'S (ONE SENSOR VENT CAP
<br /> F EXPLOSION PROOF JUNCTION BOX TO CAS HEALY TANK
<br /> io PUMP SHUT OFF PER SITE) SEE DETAIL 221A-2.3. (P/V VALVE)
<br /> SWITCH (TYPICAL) EQ. SLOPED AT
<br /> HYDROSTATIC SENSOR FOR CONDUIT SEAL OFF (TYP)
<br /> - DOUBLE-WALL CONTAINMENT SUMP
<br /> 1-112
<br /> 04 "0 SCH. 40 BLACK IRON
<br /> - DISPENSER SHEAR VALVE PIPE RISER
<br /> COVER FLOAT CHECK
<br /> (SAFETY TECHNOLOTY VAPOR FLOW METER (AT VAPOR o VALVE
<br /> INTERNATIONAL, INC. LINE ONLY), SEE DETAIL 211A-2.3. FT TOP OF DOUBLE-WALL SUMP
<br /> PART NO. STI-1100) 4. 4 2 VENT RISERS 04 Project For
<br /> TRI-ED DIST. INC TI
<br /> (972)869-9317 (L BEDDING & BACKFILL MATERIAL I .. .
<br /> 0 VENT RACK SYSTEM,
<br /> uRr I- < Z TO HAVE 6" BED OF PEA GRAVEL 4 . 4 . , �A . . , . .. i Interstate A Enterprises
<br /> 0 3:: �'. (NO SHARP EDGES) 4 p 1 4 A INSTALL AS REQUIRED
<br /> LJ 4 1 4. . PER MANUFACTURER'S
<br /> LARGE MUSHROOM HEAD 1- 2 11 A5 SPECIFICATIONS. 16470 Cambridge Drive
<br /> EMERGENCY STOP BUTTON . W 112" FLEXIBLE CONNECTOR
<br /> (MOMENTARY CONTRACT 00 U_ 0
<br /> 0 T SECONDARY TEST PORT Lathrop, CA 95330
<br /> ACTUACTOR) DOUBLE-WALL F.R.P.
<br /> CONTAINMENT SUMP, SEE CONDUIT (TYP. OF
<br /> DETAIL3 Phone: (209)647-4273
<br /> EMERGENCY SHUT 261A-2.3.
<br /> (1) 314"0 TO MONITORING SYSTEM,
<br /> OFF SWITCH DETAIL SLOPE 1/8"/FT FOR LIQUID SENSOR
<br /> 5 ---- - 1 (1) 314"0 TO CASHIER AREA
<br /> ---g
<br /> NOT TO SCALE A-2.0 DOUBLE-WALL F.R.P. PIPE I FOR INTERCOM
<br /> 1 (1) 1 "0 TO CONTROL PANEL,
<br /> 3" OVER 2" PIPING FOR POWER & DATA <10� Project
<br /> City Gas & Liquor
<br /> 1. ALL CONSTRUCTION SHALL CONFORM TO THE COUNTY 12, SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED BRAVO SUMP PENETRATION AB2481 0 BOTTOM OF DOUBLE-WALL SUMP
<br /> SPECIFICATIONS, CURRENT EDITION. OFF THE CONSTRUCTION SITE. GRADING OPERATIONS SHALL3" FRP PIPE OPEN AT BOTTOM New Gas Dispensing
<br /> 11
<br /> CEASE IN THE EVENT THAT A DANGER OF VIOLATING THIS 3 x2" REDUCER FITTING
<br /> 1. THE CONTRACTOR SHALL BE IN RECEIPT OF COUNTY CONDITION EXISTS. THE SITE SHALL BE CLEANED UP AND 11 ATTACH TO CONTAINMENT SUMP Island & Canopy
<br /> APPROVED PLANS PRIOR TO BEGINNING CONSTRUCTION ROAD RIGHTS-OF-WAY SWEPT CLEAN WHEN NECESSARY. 2 X I " 90* BLACK IRON ELBOW AS NEEDED.
<br /> WITHIN THE STREET RIGHT OF WAY. 13. DURING CONSTRUCTION, ENVIRONMENTAL PROTECTION 16470 Cambridge Drive
<br /> EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE TAIL 6 Lathrop, CA 95330
<br /> 3. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DEVICES SUCH AS ADEQUATE EROSION CONTROL DEVICES DISPENSER PRODUCT PIPING CONNECTION DL
<br /> DUCT CONTROL AND VEGETATION PROTECTION BARRIERS
<br /> SHALL BE MAINTAINED. NOT TO SCALE A-2.0
<br /> PROTECTION OF AND REPAIR OF DAMAGE TO THEM. L
<br /> UNDERGROUND SERVICE ALERT (USA) 800-642-2444 IALS '0
<br /> 14. ---ELD TEST REQUIRED AT END OF PROJECT. NO, QTY PART DESCRIPTION
<br /> A I MR FITTING BODY_W/TEj,PORT
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BAR- FLANGE 4-P/3'BBTH TEST PORT
<br /> iCADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN 15. ---VAPOR RECOVERY TEST PER BAAQMD 1/8 NPT PORT __V_aN��HMDER�FMB_LY
<br /> THE CONSTRUCTION AREA. 2 1/0 NPIP BRASS MPE AUJG
<br /> Sheet Contents
<br /> 0 ADHESIVE E _2UTZKOFMILLED SERGLASS
<br /> 16. ---RE-USE EXISTING EVR 11 AND ISD INJECTION PORT _____6DrD1MNG-E
<br /> 5. EXISTING ASPHALT PAVEMENT SHALL BE CUT TO A NEAT, G 2 MIR 01 LPRGE INDUS RAL
<br /> NFIRILP GLOVES
<br /> ISA
<br /> MGM NDPAPERS�SET VENT NOTES/DETAILS
<br /> STRAIGHT LINE. THE EXPOSED EDGE SHALL BE TACKED 17. —SHORING WILL BE REQUIRED AND SUPPLIED A PENETRATION FITTINGS
<br /> WITH EMULSION PRIOR TO PAVING. BY THE GENERAL CONTRACTOR.WITH BY BRAVO
<br /> PARI NAME
<br /> P-31-IS-D
<br /> 6. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING 18. ---SUB-SERVICE WATER HANDLING TO BE HANDLED RIIAR VENT CONTAINMENT/
<br /> UNDERGROUND UTILITIES AS SHOWN ON THESE IMPROVEMENT UNDER SEPARATE CONTRACTOR. TEST BOX SYSTEM BY
<br /> PLANS WERE OBTAINED FROM SOURCES OF VARYING BRAVO.
<br /> RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY 19. DURING EXCAVATION IF A MAN WILL BE REQUIRED TO TERPUMMON Clamp Required
<br /> ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTEND, DESCEND INTO A TRENCH OF EXCAVATION THAT IS T-FS-CLAMP-F3
<br /> SIZES, LOCATION AND DEPTHS OF SUCH UNDERGROUND GREATER THAN (5') FIVE FEET THE DIVISION OF 1/8 NPT PORT APPROVED ADHESIVES:
<br /> UTILITIES. THE ARCHITECT/ENGINEER ASSUMES NO OCCUPATIONAL SAFETY AND HEALTH WILL BE NOTIFIED (9 O'CLOCK) SMITH: 7014, 8014 VENT RISER SLAB,
<br /> RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF AND A PERMIT OBTAINED. &AMERON PSX-20 MINIMUM 6" AROUND
<br /> THE EXISTENCE OF ANY OTHER BURIED OBJECTS OR UTILITIES BOX.
<br /> WHICH MAY BE ENCOUNTERED BUT ARE NOT SHOWN ON THESE 20. THE LENGTH OF OPEN TRENCHES (EXCLUDING FOUNDATION
<br /> PLANS. TRENCHES) AT THE END OF EACH WORKING DAY SHALL FINISHED GRADE DRAWING STATUS DATE
<br /> NOT EXCEED 50 FEET. B 1/8 NPT PORT
<br /> 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION (6 O'CLOCK)
<br /> OF ALL SITE WORK AND SHALL INSURE THAT THERE 21. NO CLEANING OF EQUIPMENT, INCLUDING CEMENT MIXERS, PLAN REVIEW NO. 1 09-25-17
<br /> IS ADEQUATE DRAINAGE, AFTER LANDSCAPING TO PREVENT SHALL BE PERMITTED ANYWHERE ON THE SUBJECT PROPERTY SLOPE
<br /> WATER PONDING ON THE FINISHED SITE. UNLESS AUTHORIZED BY LOCAL AUTHORITY STAFF.
<br /> PLAN REVIEW NO. 2 2 10-23-17
<br /> BILL OF MATERIALS
<br /> A
<br /> 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION 22. LOOSE SOIL MOUNDS OR SURFACES SHALL BE PROTECTED ADHESIVE INJECTION POR 7TO--7_QTy PA 114 .1 4 11
<br /> RARI'DESCRIPTION
<br /> A I F93-TS-T-MPFITTING BODY KI EST-PORT PLAN REVIEW NO. 3 10-23-17
<br /> OF MONUMENTS AND ALL OTHER SURVEY MARKERS DURING FROM WIND OR WATER EROSION BY BEING APPROPRIATELY ------- GE_III WDH-TEST PORTI=III Ell I 1=1 I 1=1
<br /> _H�
<br /> CONSTRUCTION. ALL SUCH MONUMENTS OR MAKRERS DESTROYED COVERED WHEN CONSTRUCTION IS NOT IN ACTIVE 1/8 PT PORT 1- VSN"SCHRADERASSEMBUY
<br /> DURING CONSTRUCTION SHALL BE REPLACED AT THE PROGRESS OR WHEN REQUIRED BY LOCAL AUTHORITY 0 2
<br /> __1 P PA0K OFF M11L.FilEllaSS 12-05-17
<br /> CONTRACTORS EXPENSE. STAFF. 0 pIPEPWG HEALTH DPMT REVIEW 1
<br /> 60.1 WPONGE
<br /> RACK ANCHORING
<br /> ___30 GRIT SANDPAPCR EET -d 1, SYSTEM SECURES HEALTH DPMT -21 -18
<br /> I _T
<br /> 9. ALL GRADING SHALL TERMINATE AT THE PROPERTY LINE 23. ALL EXCAVATED MATERIAL SHALL BE STORED UPGRADE 5III REVIEW 2 03
<br /> AND NO CUTS OR FILLS WILL BE ALLOWED BEYOND SAID FROM THE EXCAVATED AREAS. NO MATERIAL SHALL BE CA SUMP TO RACK
<br /> PROPERTY LINE UNLESS THE OWNER OR CONTRACTOR HAS STORED IN ANY STREAM ENVIRONMENT ZONE OR WET PARTNAME -1 � I
<br /> WRITTEN PERMISSION FROM THE ADJACENT LANE) OWNER(S) AREAS. F-43-PS D O _J 1 0 .1 1 - III RESUBMITTED Z� 06-12-18
<br /> AND/OR LOCAL JURISDICTIONAL AUTHORITY. PRIMARI
<br /> 24. EQUIPMENT OF A SIZE AND TYPE THAT, UNDER PREVAILING BUILDING PERMIT NO.:
<br /> 10. WHENEVER POSSIBLE, UTILITIES SHALL OCCUPANCY COMMON SITE CONDITIONS WILL DO THE LEAST AMOUNT OF DAMAGE SECONDARY TAPER 77 Clamp Required 2013-0975
<br /> TRENCHES TO MINIMIZE SITE DISTURBANCE. TO THE ENVIRONMENT SHALL BE USED. COUPUNd TERMINATION T-FS-CLAMP-F4
<br /> III-II - VENT PIPE DRAWN BY: NEO KLAYBO
<br /> 11. THERE SHALL BE NO GRADING, FILLING, CLEARING OF 25. NO GRADING, FILLING, CLEARING, OR VEGETATION, APPROVED ADHESIVES: ENTRY BOOT
<br /> VEGETATION (WHICH DISTURBS SOIL) OR OTHER 1/8 NPT PORT SMITH: 7014, 8014
<br /> OPERATION OF EQUIPMENT OR DISTURBANCE OF THE SOIL (9 O'CLOCK) &AMERON PSX-20 CHECKED BY: GRA
<br /> DISTURBANCE OF THE SOIL DURING INCLEMENT WEATHER SHALL TAKE PLACE IN AREA WHERE ANY HISTORIC ORIIII
<br /> AND FOR THE RESULTING PERIOD OF TIME WHEN THE SITE PREHISTORIC RUINS OR MONUMENTS OR OBJECTS OF IT-774 2'-1j" 1 -1 f 1�=�i -
<br /> IS IN A SATURATED, MUDDY OR UNSTABLE CONDITION. ANTIQUITY ARE PRESENT OR COULD BE DAMAGED BY IS AS NOTED
<br /> GRADING. IF ANY HISTORIC OR PREHISTORIC RUINS OR C ?r 2'-9j"
<br /> OBJECTS OF ANTIQUITY ARE DISCOVERED, ALL GRADING PROJECT NO.: CGL-21706078
<br /> FILLING, CLEARING OF VEGETATION, OPERATION OF 1/8 NPT PORT
<br /> EQUIPMENT OR DISTURBANCE OF THE SOIL SHALL CEASE. a (6 O'CLOCK) SHEET:
<br /> GENERAL NOTES 7 TERMINATION FITTING DETAIL 8 VENT RISER INLANDSCAPEDETAILA = 2 . 0
<br /> NOT TO SCALE A-2.0 r9
<br /> NOT TO SCALE A-2.0 SCALE: 314"=1'-0" �2O
<br />
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