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<br /> )f"`ECIf iCATIONS
<br /> 1. DEADMAN TO BE LOWERED DOWN IN TANK
<br /> !TOLE WITH THE CABLES ATTACHED. - Ei1VIf0}(9X ,„y ',3y9tO4i1
<br /> 2. BACKFILL THE TANK HOLE MT14 12” OF 1. Shall consist of tl.,4xible ,IT!mary pipe contained
<br /> PEA GRAVEL AND THEN SET THE TANK IN within a flexible o0in ,..ne'r e.
<br /> - 4" CONCRETE COLLAR - P'P
<br /> PLACE IN ACCORDANCE WITH THE TANK
<br /> A7 ACHMBUILDING MANUFACTURES SPECIFICATIONS. NATIVE SOIL 2 Shull be cotlr „ , heresy icer , shall be no fittings or
<br /> ATTACHMENT. NQTESL piping co s %y'.S. for either the primary or secondary
<br /> 1.
<br /> LACE STRAPS
<br /> ce
<br /> 2. PAINT UP PE ABOVEBELOW DGRAD LOCATION 3 AND SECURE E (TYP ON TANK EWITHDCABLE CLAMPS MINN ATTACH CABLES OVER, OF TOR TANK TANK
<br /> HOLD-DOWN 3. ShaTANK n tpu eider watertight costo not visible or accessible from
<br /> POLYETHYLENE 15 ri pe which are
<br /> 3 PER CABLE END PULL CABLE TIGHT WITH
<br /> g containment of the tanks piping
<br /> TO MATCH BLDG. } TERMINATION PLUG, SEE 29 - COME ALONG PRIOR TO ATTACHING CABLE CLAMPS. PEA GRAVEL and its associated fillings, and the shear valve assembly
<br /> - --FILL GAP BE 7WEEN PIPE & WALL W17H BACKFILL located below each ground fuel dispenser unit.
<br /> RESILIENT FILL MATERIAL AS REQUIRED. 4. REFER TO HOLD DOWN CALCULATIONS,
<br /> 2' FIBERGLASS BELL & TERMINATION ASSEMBLY SHEET P-t FOR NUMBER OF HOLD DOWN DEADMAN 4, Shall be made of non--corrosive materials, d i/ metallic,
<br /> FEMALE. OR MALE AS INCLUDES (1) SECONDARY COMPRESSION STRAPS REQUIRED such as the finings and couplings, isolated from
<br /> PREFERRED 2"o % 24" LONG FLEX CONNECTOR SEAL �EF5036 h (RI 3' $ECP•Oi4 OF - L corrosion causing elements.
<br /> �_ TITE FLEX WITH FLEXIBLE PPE, D" SYSTEM RIGID PIPE. 5. Outer secondary containment system Shall be of such a
<br /> l'1 'SOILCONTAINMENTSAFE
<br /> BOOT OR iELEFLEx ///---FILTER FABRIC IF REQUIRED. SEE design and made of materials to hove sufficient strength
<br /> SOIL SAFE .0" NEW OR EXISTING WALL / NOTE g10 OF SPECIFICATIONS. to withstand the maximum underground burial loads end
<br /> NEW PIPE PENETRATING WALL // tested in accordance with AASHTO M294.
<br /> STAINLESS STEEL CABLE CLAMPS
<br /> (TYP. OF 3 MINIMUM). 6. Flexible inner primary piping system shall be capable of
<br /> withstanding liquid pressure five times greater than the
<br /> designed operating pressures.
<br /> STANCES$ STEEL ESCUTCHEON
<br /> PLATES
<br /> 7. Outer secondary containment system shalt undergo an air
<br /> ADAPTOR p4 REB AT ® EA. CORN. pressure hold test (3 l0 5 psi) oiler Installation and
<br /> W/ N3 TIES 16" 0 C. before the foal backfin.
<br /> ' - JUMP 8. Flexible Inner rimer j
<br /> '
<br /> ADAPTOR I primary P'P�ng system aholl be sub ect to
<br /> 60 psi air pressure hold test prior to final backfin
<br /> -OPEN VENT CAP FEMALE CUIJPLING ----- -------- DRILL PIPE ACCESS HOLE IN SAFE PLACE; �� 9. Design of secondaryycantonment system shall permit any
<br /> FOR DIESEL CAULK AND SEAL AFTER INSTALLATION, 12'x12' PRECAST r'QNC DEADMAN EA. SIDE OF leak 'n the rimae n system to flow from Its source
<br /> I ' •r� TANK (MINIMUM) SEE P-1, TANK HOLD DOWN to a surface access containment chamber which can be
<br /> ZT/2"
<br /> CALC. FOR SIZE REQUIRED fitted with on electronic leek detelion system10. Secondary conPainment pipe shall be sized to oltow removal
<br /> m STAINLESS STEEL STRANDED CABLE
<br /> FURNISHED BV THE GENERAL CONTRAC TOH, of primary pipe without need br excavahan.
<br /> nUSE 3 CABLE CLAMPS PER END CABLE
<br /> —EXISTING VENT RISER
<br /> SPACED 2" APART AND ONE a"WITH LONG LOOSE
<br /> N ENO. WRAP H CALPICO TAPE AND COVER
<br /> r35 r_ --S'`- WITH ASPHALT EMULSION.
<br /> 6 TERMINATION ASSEMBLY DETAIL (ENVIROFLEX PIPING) 4BLDG. PSGALE� ,-1/2"=,�-°" TANK HOLD DOWN DETAIL
<br /> ENETRATION DETAIL SCALE: NONE
<br /> 1
<br /> II i_c
<br /> _1. EXTERIOR INTERIOR
<br /> NPT CLOSE NIPPLES (TYP) - -- LOCKABLE BALL VALVES J7 IN51UE OF SUMP OUTSIDE OF SUMP
<br /> �f GALVANIZED 3/16" STEEL —
<br /> 2" a FIBERGLASS VENT LINE - CONCRETE OR ASPHALT ENCLOSURE BY GENERAL CONTRACTOR.
<br /> SLOPE DOWN TO TANK 1/4" PER GRADE COVER PANT TO MATCH BUILDING AND
<br /> FOOT (MINIMUM BURY L4 RISER ANCHOR 10 WALL.
<br /> LOCATION IS 18 BELOW GRADE) -- 6" WIDE YELLOW MARKING
<br /> TAPE ALONG TRENCH CONOUIL--
<br /> ALLEN MFG q AMT-1006-RE, WALL PENETRATION, SEE 4
<br /> BACKFILL MATERIAL, PEA NPT TEES & PLUGS —
<br /> 0'_0' FG GRAVEL (TYP.) BELOW / BLACK IRON FUEL SUPPLY & RETURN
<br /> w._...f CONCRETE OR ASPHALT /, FIELD GRILL SUMP FOR BULKHEAD
<br /> `n r 19 GRADE COVER, LINES TO ENGINE ROOM CONNECTION AND PIPE INSERT, SEE 22 , SHEET
<br /> ' -"- SEE NOTES 1 AND 2 P-3.
<br /> 90' ELBOWS
<br /> C Z
<br /> UNIONS TANK VENT LINE
<br /> ..G I —CONCRETE SLAB TANK VENT LINE --
<br /> II I I _ TOP OFy3" MIN - -
<br /> PIPE -
<br /> D 0 . a ° . a ° 0 , O -
<br /> (E) BLDG. FOOTING l�.___ _J �f• °o •D 0 a °o• o ° D o 0 0 . ° °
<br /> 3" MIN—'..til �."- ( ° D D o • ° o
<br /> FIELD DRILL SUMP FOR
<br /> �T _ (.�IVst ANCHOR UNISTRUT TO CONCRETE BULKHEAD ND PIPE
<br /> SHEET
<br /> 1. BACK FILL AND COMPACTION FOR ALL CONDUIT & PIPING TRENCHES TO MEET FLOOR & CLAMP PIPING TO IlNI57RUi P-3 21
<br /> STATE, CITY, COUNTY, AND LOCAL REQUIREMENTS. NOTE:
<br /> a"m SECONDARY PIPE. SEE 26
<br /> 2. BACKFILL AND COMPACTION FOR SERVICE LATERAL CONDUIT TRENCH TO O - REFER 70 HEFTEQUIP-3 LIST
<br /> LOCAL ELECTRIC UTILITY COMPANY REQUIREMENTS. IF SOIL IS NOT PRIMARY RETURN PIPE, SEE 25 ITEM ON SHEET P-3
<br /> ROCK FREE. ADD 4" TO DEPTH OF SERVICE LATERAL CONDUIT TRENCH.
<br /> PRIMARY SUPPLY PIPE, SEE 15 -
<br /> NOTE;
<br /> THIS DETAIL APPLIES TO ENVIROFLEX
<br /> PIPING INSTALLATIONS ONLY.
<br /> 9 VENT RISER AT BUILDING _ /2' 7 TRENCH DETAIL 5G"`E' "°NE 5 ABOVE GROUND PIPING TERMINATION 1USE ""'ERE ONLY)BUILDING 2 SUMP PENETRATION DTL (FIBERGLASS PIPING)
<br /> SCALE r 1 ( EXISTING ONLY)
<br /> NOTE
<br /> 1 TEMPORARY TANK & PIPING
<br /> ARRANGEMENT TO BE REVIEWED -....._...... _
<br /> I � & APPROVED BY GOVERNING FIRE
<br /> NO IF DEPARTMENT PRIOR TO INSTALLATION. - SEAL BY LOCAL ENGINEER
<br /> 1"-3" CONCRETE CROWN, -- CENTER WELL BOX DIRECTLY OVER - '-'—
<br /> v CONFIRM W/ PACIFIC BELL TEST PIPE AS SHOWN, LIMITEDI ANTI-SIPHON VALVE Ro®QpT H. LON & A1330GIATH84 INC.
<br /> .J ENGINEER, ACCESS MANHOLE FMCO WHEATON UNIVERSAL VALVE MCHIll PI AF➢•s4o ala
<br /> #A722 -001, 12" A MANHOLE WITH #403 SERIES —
<br /> LOCKING CAP AND COLLAR PIPE CLAMPS zar w.VaTrwi aw. ceucuvt co s.we Iwo ms wvro
<br /> .xier w. „nrwov rw..cer .rocs,v Aar.env ere,sua
<br /> w _ _ „, gex• d _..---;.ac. ' 2"o BLACKI (REOEVERY
<br /> RON - 6' EMERGENCY VENT UNISTRUT PIPE70')
<br /> S$UPPORT
<br /> -
<br /> • _ VENT w/ VENT CAW -
<br /> GALV, SHEET METAL
<br /> CHECK VALVE —\\ CONTAINMENT PAN --
<br /> SUMP 'WALL- - -
<br /> �- • -CONCRETE SLAB - ENVIRCFLEX SECONDARY PIPING
<br /> r ,u RETURN
<br /> (SEE EQUIPMENT LIST FOR
<br /> IT ( SIZE REQUIRED)
<br /> 'a , SUCTION SUPPLY LINE ----� - PIPE SUPPORT PLAN
<br /> V
<br /> n .r J V i ENVIROFLEX PRIMARY PIPING - -
<br /> NO?E. - K-RAIL (SEE SITE PLAN FOR ISSUED FOR BID/PERMIT 11/28/94 CTL
<br /> r� TEST POINT PIPE & SATURATOR TESTING N0. REVISIONS / AUTHORIZATIONS DAIS BY
<br /> SEE SITE. PLAN FOR 512E REWIRED}
<br /> rn PIPE OBTAINED FROM AARDVARK CORP. REQUIRED LAYOUT II
<br /> 4' SCH. 40 P,V,C. & THREADED --- 1415 MERIDIAN EAST. PUYALLUP,
<br /> » COUPLING TO 2'-0" BELOW GRADE WASHINGTON 98371 PH (206)927 -4321 ,
<br /> (GSE OR EQUAL) II - _ STANDARD TANK AND
<br /> 4" 0 SDH PVC FACTORY = PIPING DETAILS
<br /> SLOTTED TEST WELL PPF SLOTS LENGTH OF TEST PIPE WILL VARY -
<br /> L 020'. APPROX, 1/4' APART X 2- PER DEPTH OF EXCAVATION
<br /> LONG APPRO% 48 SLOTS PER FT -......
<br /> CONTA-- -
<br /> - - II GALV. SHEET METAL _ ° DRAWINGS PREPARED FOR
<br /> PAN
<br /> 4" m PVC. PIPE CAP--- I UNDER I FUELPIPINGPACIFIC A, BELL
<br /> INSTALL IN DIAGONAL CORNERS OF
<br /> OFCLQ�EDEXCAVATED
<br /> END OF PIPE AT BOTTOM- _ TANK HOLE UNLESS SITE PLAN
<br /> OF EXCA VA IED TANK HOLE SPECIFIES OTHERWISE
<br /> PEA GRAVEL HACK FILL-- Y — r _ _ _ RE TI N FACILITY ADDRESS SACRAMENTO, CALIFORNIA
<br /> "IFIr -7S PLY ENVIROFLE% FLAT BULKHEAD FITTING
<br /> Q FIELD DRILL SUMP FOR 1® EAST 12TH STREET
<br /> FOR WET 4Jf DRY HOLE INSTALLATIONS FOOT VALVE
<br /> BULKHEAD
<br /> FITTING TRACY CALIFORNIA
<br /> CONVAULi OR ENVIROYAULT U L. 4
<br /> USTED ABOVEGROUND VAULTED
<br /> 1� TANK. (TEMPORARY TANK FOR TEMP. PIPE SUPPORT -
<br /> N� GENERATOR) -'
<br /> DATE: 17NOV94 DRAWN BY. SEL
<br /> r BLACK IRON SUPPLY
<br /> AND RETURN TO GENERATOR L- _ PROJECT ENGINEER CHECKED BY J McGRATH
<br /> EST/RO N0. SHEET 4 OF 6 SHEETS I
<br /> APPROVED DRAWING N0.
<br /> ;GALE t
<br /> 1Q TEST POINT AT TANK BACK FILL 3 TEMPORARY TANK DETAIL 3 SUMP PENETRATION DTL (ENVIROFLEX PIPING) MANAGER Y- P_4
<br /> _ _.�
<br /> a
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