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Documents prepared by Gore 4 N
<br /> States Engineering are to be used ��
<br /> TANK MONITORING PROGRAMMINGonly for the specific project and ��
<br /> CORE
<br /> specific use for Which they are
<br /> LIAR
<br /> VEEDER ROOT EQUIPMENT. 1. PRIOR TO COMMENCING TANK AND PRODUCT PIPING INSTAI_LATIQN, CONTRACTOR SHALL SCHEDULE & AT intended. Any extension of use to P '
<br /> CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING CONDUITS AND WIRING FOR INSTALLATION ION OF E SENSOR: other projects, b owner or an � �Ee Est otia��k,. ,Hues€ .,
<br /> i. 0 A PRE--CONSTRUCTION MEETING WITH THE OWNER'S CONSTRUCTION MANAGER. N
<br /> VEEDER ROOT INSTALLER IS Td PROGRAM ALL TANKS FOR LOW LEVE[_ WARNING AT p ) y y 34319 r*i
<br /> - LISTED AS other party, Without the expressed, �.J
<br /> NG EQUIPMENT, PURPOSES, I..EVEL S [_ �.
<br /> _ VEEDER-ROOT TANK AND CINE MONITOR Q
<br /> VEEDER OO 7 APPROXIMATELY 8% OF TOTAL CAPACITY FOR INVENTORY consent of Gore States
<br /> 2.
<br /> CC)NTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATION EOR ACI_ T CERTIFIED BY TANK MANUFACTURER PRIOR TO INSIAL.LATION. APPROXIM
<br /> - -R LIST SHOWN ON DRAWING PPB, ALL EQUIPMENT WILL BE PROVIDED BY PILOT. 2. TANK INSTALLER MUS BE Written cons
<br /> AI_I_ EQUIPMENT TO BE INSTALLED PER � FOLLOWED:
<br /> Engineering is done at the user's
<br /> N 3. MAINTAIN AUTOMATIC SUMP PUMP IN TANK EXCAVATIONS UNTIL ALL WORK IS COMPLETED. TANK EXCAVATION 20,000 GALLON 10'--0" 0 - 1,602. GALLONS OR 16"
<br /> 3. IHE: INSTALLATION MUST BE COMPLETED IN ACCORDANCE TO VEEDER ROOT SPECIFICATIONS AND INSTALLATION own risk. If Used 111 a Way father Rog Industrial Drive,Suite B
<br /> INSTRUCTIONS. A
<br /> WARRANTY REGISTRATION AND CHECKOUT FORM MUST BE COMPLETED AND FILED WITH VEEDER ROOT DEWATERING INSTAL[..ATION MUST BE MAINTAINED, than that specifically intended, user Rogers, 79 72756 �,Q
<br /> . VEEDER A L SENSORS MUST BE SHIELDED CABLE PER VEEDER ROOT . Phone(479)986-440C)
<br /> BY AN AUTHORIZED ROOT INSTALLER. C Will hold Gore estates Engineering lose £"
<br /> . 4. UPON INSTALLATION, UNDERGROUND FUEL -TANKS SHALL BE BALLASTED BY FILLING WITH WATER UNTIL_ NQ FAx(4••79)986-4491
<br /> SPECIFICATIONS, COMPLETION, TESTING, AND APPROVAL OF TANKS, COORDINATE: WITH OWNER FOR DELIVERY OF PRODUCT AND r � harmless from all claims and losses.
<br /> VEEDER ROOT INSTALLER I.� TO PROGRAM ACI_ -TANKS FOR POSITIVE SHUT OF STP AT
<br /> 4, INSTALLATION MUST COMPLY WITH ALL NEC CODES; FEDERAL., STATE, AND LOCAL CODES. DISPOSE OF WATER IN A SAFE AND LEGAL MANNER. (DO NOT USE SUBMERSIBLE PUMPS TO REMOVE WATER) APPROXIMATELY 3% OF TOTAL CAPACITY, VEEDOR ROOT REPRESENTATIVE IS TO PROGRAM
<br /> ALL TANKS FOR POSITIVE SHUT OF STP AT LEVEL'S LISTED BELOW:
<br /> 5. ALL UNDERGROUND STC)RAGE TANKS WILL HAVE AUTOMATIC TANK GAUGES FOR INVENTORY CONTROL... 5. UPON COMPLETION OF INSTALLATION & FILLING OF TANKS WITH FUEL., TANKS SHALL BE "PRECISION TESTED" 20000 GALLON 10'-0" 0 - 606 GALLONS OR 8"
<br /> IN ACCORDANCE WITH NEPA 329. (PROVIDED BY PILOT, COORDINATED BY CONTRACTOR). ALL WORK OVER PIPING --
<br /> 6. ALL UNDERGROUND STORAGE TANKS WILL HAVE. CONTINUOUS LEAK DETECTION SENSORS WITHIN THE INTERSTITIAL MUST BE COMPLETE PRIOR TO TESTING.
<br /> SPACE OF THE TANK. -
<br /> 6. ALL. PRODUCT AND VENT LINES ARE TO SLOPE 1/8'° PER FOOT (1%) MINIMUM BACK TO TANKS OR SECONDARY - EXTENSION -
<br /> 7. AI_[_ PRODUCT LINES ARE TO HAVE MECHANICAL_ LINE LEAK DETECTORS FOR AUTOMATIC 3.0 GPIL CONTAINMENT SUMP. LOCATION N MODEL NO SUM MAN
<br /> 517E MANHOLE MANIJF f' UL-./ EXTENSION SUMP N
<br /> LEAK DETECTION. R((3T Al_C Fll..l_ AND VAPOR RISERS ARE TO BE IDENTIFIED
<br /> 7. THE CONTRACTOR SHALL PROVIDE. ALL LABOR TO INSTALL PRODUCT PIPING SYSTEM & MAKE OPERATIONAL. WITH PERMANENTLY AFFIXED ID TAGS BY TYPE/ GRADE MONITORING WELLS 18"0 OFW 104AOW-1800 NOT USED
<br /> B. ALL SIP SUMPS WILL HAVE AN EXTRA CONDUIT WITH PULL STRING DESIGNATED FOR FUTURE MONITORING EQUIPMENT, 8.
<br /> FUEL. ID TAGS PROVIDED BY OWNER INSTALLED BY CONTRACTOR.
<br /> B. EXCEPT AS LISTED, ALL PIPING & FITTINGS AIRE TO BE FIBERGLASS AND MUST BE UL 971 APPROVED. LEVEL MONITORING SYSTEMS 18"0 RIVERSIDE 10618X10 18"0 HDPE
<br /> 9, ALL NECESSARY MODULES WILL BE PRE--INSTALLED IN THE CONSOLE BY VEEDER---ROOT. MISCELLANEOUS FITTINGS AND PIPING AT TANK SUMPS, DISPENSERS, AND PIPING AT- VENT RISERS SHAT L BE UNITED SIGN - US---FPI--22 VAPOR RECOVERY 1.D. TAG
<br /> BLACK
<br /> HDPE
<br /> BLACK STEEL. US--FPI--125U F1 L,1_ PIPE ID TAG BLACK -- REGULAR UNLEADED INTERSTITIAL TANK MONITOR 18"0 RIVERSIDE 10618X10
<br /> 10. AUTHORIZED CONTRACTOR TO COMPLETE STARTUP OF THE CONSOLE AND COMPLETE ALL NECESSARY ON-SITE US--FPI -46 FILL PIPE ID TAG - SUPER UNLEADED - ` _.._.
<br /> PROGRAMMING REQUIRED TO MAKE THE SYSTEM FUNCTIONAL. 9. CONTRACTOR SI-IAL..L FURNISH AND INSTALL_ RIGID SECONDARY CONTAINMENT PIPING SYSTEM, RELATED FITTINGS, US-FPI-125P FILL PIPE ID TAG PREMIUM UNLEAD FILLS (ALL TANKS) 05 GAL OPW 1C- 311?D NOT USED
<br /> L ROG ----
<br /> AND PIPING BULK HEAD FITTINGS ON ALL PRODUCT PIPING SUPPLY RUNS. SUMPS AND ELECTRICAL BULKHEAD US-FPI--125D FILL PIPE ID TAG - DIESEL 05
<br /> FITTINGS Tp BE PROVIDED BY PILOT. VENTS (ALL. TANKS) GAL OPW 1C-3112P NOT USED
<br /> US-FPI--121 FILL PIPE ID TAG -- BIO DIESEL
<br /> PRECISION - - = 50 PSIG FORA US-.-FPI--122 FILL_ PIPE ID TAG - ULTRA LOW SUCPHER DIESEL BIO-DIESEL DISCHARGE 44"0 OPW 44C()-WT 10 XERXES 48" x 36"
<br /> INSTALLER SHALL PROVIDE A ONE YEAR WARRANTY ON PIPING & TANK INSTAL.I.ATION. OWNER WILL HAVE A PREC 10. ALL PRODUCT AND VAPOR RECOVERY LINES SHALL BE TESTED AT AN AIR PRESSURE Of
<br /> __,.,,_ - � � - DEPENDENT -TESTING COMPANY PRIOR TO WARRANTY EXPIRATION, ANY DE:FIC ENC E:S WILL CONTINUOUS 72 HQUf�i PERIOD BEFORE BACK FILLING OR COVERING. EACH TEST SI-TALL BE SIGNED OFF US-FPI-125K FILL PIPE ID TAG DEROSF_N_
<br /> 1L.,f PERFORMED BY AN N. BIO---DIESEL HEATER 44"� OPW 44CD-WT 10 XERXES 48"� x 36
<br /> BE CORRECTED BY THE: INSTALLER. BY [_OCA[_ INSPECTING AUTHORITY AND/OR WITNESSED BY PILOTS REPRESENTATIVE. MAINTAIN 30 PSI US-FPI--DEF FILL PIPE ID TAG DEF --
<br /> BIO-DIESEL LINE. SUMP IN SHED N/A �N/A N/A NAT. ENV, FIB. 72" X 30" x 42"
<br /> ff-AMP PRESSURE: THROUGHOUT CONSTRUCTION DURATION.
<br /> REPRESENTATIVES OF GILBARCO &c VEEDER--ROOT MUST BE PRESENT FOR START UP OF SYSTEMS. CONTRACTOR SHAI.._L 11. ALL SECONDARY CONTAINMENT PIPING SHALL BE TESTED AT AN AIR PRESSURE OF 10 PSIG FOR A
<br /> BE RESPONSIBLE FOR COORDINATION. THE PRESENCE OF THE REPRESENTATIVES DOES NOT RELEASE THE CONTRACTOR CONTINUOUS 72 HOUR PERIOD BEFORE BACK FI[_[...ING OR COVERING. EACH TEST SHALL_ BE SIGNED OFF BY
<br /> OF RESFONSIBII..ITY TO PROPERLY INSIAL_I_ OR PROPER[...Y WIRE THE. EQUIPMENT. LOCAL. INSPECTING AUTHORITY (IF REQUIRED) AND/OR WIT ESSED BY PILOT'S REPRESENTATIVE, MAINTAIN 5 PSIG
<br /> PRESSURE THROUGHOUT CONSTRUCTION DURATION.
<br /> *CONTRACTOR TO VERIFY PRODUCT PIPING INVERT ELEVATION IS 6" MIN. ABOVE BOTTOM OF 1310--INJECTION
<br /> MA 12. [)URINE AIR TEST ALL PIPE RUNS & FITTINGS SHALL BE SOAPED UNDER DIRECTION OF OWNER AND A VISUAL_ SUMP. CONTRACTOR TO CONTINUE SL..OPE OF PRODUCT PIPING AT 1/8" PER FOOT BETWEEN BIO-DIE.SEI..
<br /> TO INSTALL_. a ,.
<br /> 7 BY OWNER FOR THE CONTRACTOR INJECTION SPIED AND DIESEL TANKS. MINIMUM AND MAXIMUM BURIAL DEPTHS OF TANKS** WILL DETERMINE
<br /> 1. ALL OPW AND RIVERSIDE,
<br /> MANHOLES WILL BE FURNISHEI. INSPECTION PERFORMED BY OWNER'S REPRESENTATIVE.
<br /> ' - DIRECTION OF SLOPE (ALL BIO--DIESEL AND DIESEL PRODUCT LINES ARE TO SCOPE, -TOWARD BIO--INJECTION
<br /> _._ - - LAYOUT, AND TANK PLAN SHEETS FOR LOCATIONS.
<br /> T. REFER TO OVERALL. PRODUCE PIPING L_ 13. PRODUCT PIPING TO BE INSTALLED PER NEPA CODES. SUMP Of; DIESEL TANK`,), LYr
<br /> SEE TANK E3URIAL. DEF'Tl-i SCHEDULE F'FR NEC AND NEPA CODES.
<br /> 3. OWNER WII._L FURNISH TANK SUMPS AS SHOWN FOR CONTRACTORS INSTALLATION. 14. CONDUIT TO BE INSTALLED _ ***TANK BURIAL L)EPTN IS TO BE VERIFIED IN THE FIELD. CONTRACTOR IS TO VERIFY EXISTING TANK DEPTHS
<br /> AN SITE GRADING PLAN TO DETERMINE HEIGHT OF SL.1Mf' F2ISERS AT TANKS. AND COORDINATE INSTALLATION OF PRODUCT PIPING WITH PILOT CONSTRUCTION MANAGER. MAXIMUM BURIAL IS
<br /> D ,
<br /> 15. CONTRACTOR SHALL COORDINATE DISPENSER, CONSOLE, & RENTED WIRING INSTAI_LAl ION WITH DISPENSER w
<br /> -TENSIONS S R MANHOCf.aS. EXTEND PIPE TO THE INSIDE pF 7'-0" WITHOUT OWNER'S APPROVAL. MINIMUM L3URIAL_ DEPTLI OF DIESEL TANKS I` 4'--0". GENERAL
<br /> �...
<br /> 4. CONTRACTOR FO PROVIDE J-IDPE PIPE EX AS SHOWN FOR MANUFACTL.JRER'S INSTRUCTIONS. 23--0055, 3" OPEN VENT. (UPFLOW) TO BE CONTRACTOR IS TO CFifTCI< FOR PIPE CONFLICTS WITH STORM PIPES
<br /> STORAGE TANKS. NOTCH PIPE EXTENSIONS AT - Q
<br /> - PIPE T " ABOVE TOP OF' FUEL - TANKS LYE' 1
<br /> MANHOLES. F IPk_ EXTENSIONS TO TERMINATE 6
<br /> ALL PRODUCT LINES, VENT AND VAPOR LINES TO MAINTAIN 2" MINIMUM CLEARANCE. USED AT BIO-DIESEL ( ( )
<br /> 5. ALL STEEL MANHOLES INSTALLED IN CONCRETE SLABS ARE TO BE WELDED TO SLAB [REINFORCING AND ADDITIONAL
<br /> REINFORCING ADDED AT EACH MANI-IC)I_E AS STATED IN NOTE.
<br /> 17. CONTRACTOR IS RESPONSIBLE FOR PROPERLY CALIBRATING ALL DISPENSERS. COORDINATE W/LOCAL WEIGHTS &
<br /> 6. SET MANHOLES 1" ABOVE: CONCRETE AND SLOPE CONCRETE SLAB UP -TO RIM OF THE MANHOLES I" IN 24". MEASURE OFFICIALS TO SEAL DISPENSERS, CAL-IBRATION TO BE CONDUCTED PER GILBARCO'S REQUIREMENTS,
<br /> 2" SCHEDULE 40 BLACK IRON VENT PIPE
<br /> 7, MANHOLE COVER SHALL_ 13E REPLACED WITH PLYWOOD COVERS DURING THE PLACEMENT OF CONCRETE. ALL FRAMES 18, CONTRACTOR TO ASSEMBLE AND INSTALL ALL DIESEL_ HOSE PACKAGES. PRIMED AND PAINTED BLACK
<br /> SHALL BE CLEANED AFTER PLACEMENT OF CONCRETE SLAB.
<br /> VENT US
<br /> 8. ALL Fl[_L_ PIPES AND VENT CAPS AT VCLUSTERS SHALL BE BANDED AND TAGGED. MANHOLES SHALL BE FAINTED f0 19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUPPLY AND INSTALL TRACE WIRES (THHN/ THWN 12 GAUGE SOLID
<br /> CONFORM WITH THE FOLLOWING) API VENT STANDARDS: COPPER WITH GREEN JACKET), ON PRODUCT PRODUCT PIPING TO ALLOW PRODUCT PIPING LOCATION IN THE FUTURE.
<br /> CONTRACTOR IS TO INSTALL_ A WIRE FROM THE DIESEL_ VALVE ACCESS SUMP TO THE FARTHEST AUTO DIESEL ISLAND
<br /> REGULAR UNLEADED - WV11TE W/BLACK CROSS AND FROM THE DIESEL VALVE. ACCESS SUMP TO THE FARTHEST TRUCK DIESEL ISLAND. IF TANK FARM IS A SPLIT
<br /> SUPER UNLEADED - TEED W/WHITE GROSS TANK FARM, CONTRACTOR IS TO INSTALL TRACE LINE FROM FARTHEST STP TO THE FARTHEST ISLAND FOR BOTH
<br /> TRUCK ISLANDS ANL) AUTO ISLANDS. CONTRACTOR TO VERIFY LOCATION WITH PILOT REPRESENTATIVE BEFORE rF
<br /> DIESEL. - YELLOW INSTALLING TRACE LINE. CONTRACTOR TO STUB TRACE LINE UP IN CONDUITLESS SUMP AT DISPENSERS AND STUB
<br /> ULTRA LOW SULPHUR DIESEL. - YELLOW WILLI BLACK "U" OR BL.ACI< "'UI._SD' TRACE: LINE UP IN MANHOLE (OUTSIDE OF SUMP). CONTRACTOR IS TO INSURE ACCESSIBILITY WHEN CONSTRUCTION IS
<br /> BIO-DIESEL - LIGHT BROWN COMPLETE AND TAKE MEASURES WHEN BACK FILL_ IS PUT IN PLACE THAT ENDS OF TRACE LINE REMAINS IN PLACE.
<br /> VAPOR RECOVERY - ORANGE
<br /> MONITORING WELLS WHITE W/BLACK BLACK DELTA AND "NO FILL." WARNING VENT TRANSITION VENT RACK SYSTEM .. � 6 19
<br /> ALL OTHER MANHOLES -- BLACK PRIMED PRIMED AND PAINTED TRAFFIC YELLOW
<br /> NICONTRACTOR IS N �
<br /> TO PAINT SUMP LIDS, PAINT NOTES ONLY APPLY STEEL MANHOLE COVERS. �^�
<br /> ° LAJ
<br /> 0-)
<br /> 0
<br /> ---BROOM FINISH - TOOLED, PVC CRACK INDUCER, OR SAW-
<br /> CUT JOINT - 1/5 SLAG THICKNESS -
<br /> CONTRACTORS OPTION ry
<br /> JOINTS IN ACCORDANCE WITH PCA0
<br /> RECOMMENDATIONS. � ��
<br /> <
<br /> - 8" CONCRETE (4000 PSL) PAD W/#4
<br /> REBAR AT 12" O.C. EACH WAY IN DRIVE ______ _____._. __._�- __. _..�_ ___._.,.___..._ 7,_____ _ .m _. <
<br /> LANES AND 4" GONG. W/WELDED WIRE
<br /> FABRIC (WWF) 6 x 6 - 1.4 x 1.4 IN Li
<br /> LANDSCAPE AREAS
<br /> -6 x 6 W1.4 W1.4 WWF REINFORCEMENT
<br /> ,, ..
<br /> NOTES:
<br /> 4" AGGREGATE BASE COURSE
<br /> - T � T - �- 1. PROVIDE CRACK CONTROL JOINTS IN SIDEWALKS
<br /> --- SUB -BASE COMPACTED TO 95% STANDARD
<br /> EVENLY SPACED AT 5'-0" O.C. MAXIMUM, WITH
<br /> PROCTOR WITH WATER CONTENT WITHIN 1.5% EVERY FOURTH JOINT TO BE AN EXPANSION JOINT. I
<br /> OF OPTIMUM � l�� CI-
<br /> SUB
<br /> JOINT MUST BE CUT WITHIN 24 HOURS OF POURING
<br /> CONCRETE IF CONTRACTOR ELECTS TO SAW--CUT JOINT.
<br /> IN
<br /> /10- 2 UNDERGROUND TANK CONCRETE PAD SECTION 04 CRACK CONTROL JOINT DETAIL
<br /> pp i .1 1 ff 1f ff @ ALL CONCRETE AREAS
<br /> pp =- CROWN CONCRETE - CROWN CONCRETE
<br /> 8" STEEL PIPE - 4' OR 6" STEEL PIPE --° BRAVO MANOMETER BRINE HYDROSTATIC cc
<br /> FILLED W/CONCRETE FILLED W/CONCRETE RESERVOIR FOR MONITORING PIPING �
<br /> -- 1 2" FELT BOARD EXPANSION JOINT - REFER TO SITE PIAN REFER TO SITE PLAN SCHEDULE 40 BLACK IRON TEE WITH TEST PORT HIEN AS SENSOR T AS
<br /> FINISH / FQI; SIZE AND LOCATION FOR SIZE AND LOCATION ANNI)L AR SENSOR MUST BE MOUNTED A`�
<br /> SCORE FELT AND REMOVE TO DEPTH di= FOR ELD TESTING TYPICAL OF (4) POSSIBLE IN SUMP VEEDER
<br /> SENSOR 7�34:: 8c7-304
<br /> 1/2" BELOW SLAB AND SEAL W/JOINT SCHEDULE 40 BLACK IRON UNION
<br /> SEALANT (REFER TO PROJECT MANUAL- - � - , �8 CLE TO UDC
<br /> FOR TECHNICAL. SPECIFICATIONS) ______- _ __ - _ BOLLARD LOCATED AT THE _.-._......._.._._-.._...._.._ ....._ _� - BOL.[ARD LOCATED AT THE DRIVE-THRU _w AND PIPING ANNULAR
<br /> WINDOW AND AUTO AIR STAND. ALL 3 '� AR TUBING CONNECTED
<br /> BIO-DIESEL INJECTION SHED 2" FLEX CONNECTOR
<br /> BOLLARDS TO BE PAINTED SHERMAN
<br /> WILLIAMS B54Y37 YELLOW WITH 2 AND
<br /> ._._.�....°_____.....___ ._ . ..n.. __. __.__ ___,. ....___,_..._ .__ __ 8/32 OUNCES OF NEW RED (R4) THIS IS -� PEA GRAVEL BACK
<br /> _ MATERIAL_
<br /> j ! J THE FORMULA FOR ONE: GALLON "
<br /> SUMP SENSOR MOUNTED USING UNIVERSAL ---- V - ...._ �^ --
<br /> _--- -
<br /> _._ _ _._...._._____.._�_
<br /> _ �, MOUNTING l<IT AT THE LOWEST POINT OE --- � :� � � � �
<br /> 0
<br /> SUMP EN C L.O S U R E ON TI I E SIDE: WHERE � ..._._._�a _ _.'._ __°._._ ._ ' A. . ° .__....._, .�.._...._.__� ..___
<br /> -6
<br /> x- 6 W1.4 - W1.4 WWF REINFORCEMENT i II I T
<br /> � THE PIPING PENETRATION OCCURS I III- III I I I I
<br /> NC)TES: I {f I I 1 I I �11
<br /> 1. PROVIDE CRACK CONTROL JOINTS IN SIDEWALKS FINISHED GRADE
<br /> EVENLY SPACED AT 5'--0" O.C. MAXIMUM,
<br /> WITH
<br /> -- EXPANSION JOINT EXPANSION JOINT ® I I I I I I- I I
<br /> EVERY FOURTH JOINT TO BE AN EXPANSION JOINT, CONCRETE SLAB
<br /> -- CONCRETE SCAB � �
<br /> 2 TO 1 TNI lJ F KIT VEEDER ROOT
<br /> r.b.t
<br /> I" J�.�Qa2a - 36
<br /> ., :2 ; aJ ,
<br /> 2. JOINT MUST BE CUT WITHIN 24 HOURS OF POURING NON-DISCRIMINATING SUMP SENSOR
<br /> CONCRETE IF CONTRACTOR ELECTS TO SAW-CUT JOINT. �;a
<br /> IS TO BE PROGRAMMED FOR POSITIVE cv
<br /> SHUN DAWN OF STP AND DISPENSER
<br /> _ n
<br /> g c~�
<br /> EDm� ROOT 7G4380-208
<br /> CONCRETE FOOTINGVE
<br /> CONCRETE FOOTING I=I I I=W-
<br /> 03 EXPANSION JOINT DETAIL
<br /> _.
<br /> BRAVO DOUBLE WALL TRANSIIIQN SUMP
<br /> _ppi ff >f @ ALL CONCRETE AREAS ASSEMBLY WITH BRINE HYDROS
<br /> _ _ 0
<br /> MONITORING, ELECTRICAL OFFSET, AND RACK
<br /> SYSTEM UL. LISTED DETAIL. "B"" � � 0
<br /> 8--600--FlS-BD--AB
<br /> t, RS-500
<br /> �o BRAVO-_F-22--LS---D 2" BUI.._KHEAD FITTING ".
<br /> 9" B" 9 FOR LCX PIPING SAN D UMP DOlJE3LE WAl_L_ED
<br /> 1' 1" I V 1" 1'-_0„ 1' 0„ Ta
<br /> -...__�....- ..0___..._T"- /2
<br /> 2'-.-2"0 2,-.-0„0 .. 2" LCX COAXIAL FIBERGLASS VENT PIPING SLOPE
<br /> MINIMUM 1/8" PER FOOT TO TOP OF TANK (1/4"
<br /> PREFERRED) WITH A MINIMUM BURY DEPTH
<br /> ALL-OWING 8" OF BACK FIL...t._ BETWEEN PIPING AND
<br /> 0 PAVING 01 VENT CLUSTER DETAIL /2 a
<br /> 3/4"
<br /> llF.,..✓h'^,,,....,.�.. ..w ,....a^h*..,..,✓`..,, ,.,.
<br />
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