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RESISTANT SEALANiTOM TES; NOTE, SPECIFICATIONS
<br /> 1, MINIMUM BURY 0 RISER LOCATION L DEADMAN TO BE LOWERED DOWN IN TANK
<br /> TOOLED TO 1/4" RADIUS IF IS 1s" BELOW GRADE (TYP.) HOLE WITH THE CABLES ATTACHED.
<br /> W
<br /> EnoflPiping
<br /> PLASTIC INSERT 2. BACKFILL THE TANK HOLE WITH 72" OF 1. Shelll c consist of flexible inner primary '
<br /> 1/2. IS NOT USED 2. PAINT PIPE ABOVE GRADE. System
<br /> -
<br /> 3. NEC CLASS I, DIVISION 2 PEA GRAVEL AND THEN SET THE TANK IN pipe contained
<br /> AREA 5' AROUND END OF PLACE IN ACCORDANCE WITH THE TANK within o flexible outer containment pipe.
<br /> VENT RISER. MANUFACTURES SPECIFICATIONS. NATIVE SOIL 2, Shall be continuous, wherebythere shall be no fittings or
<br /> m BACKER TUR PER piping connections, for either the primary n secondary
<br /> MANUFACTURER'S SPECS _ TANK piping containment pipe which ore not visible or or secondary
<br /> from
<br /> 3 ON TA KITH NAATT CHL CAB ES OVERTANK
<br /> OR HOLD-DOWN the aboveground surface.
<br /> JOINT FILLER " AND SECURE WITH CABLE CLAMPS MIN. OF CABLE
<br /> / \ 3 PER CABLE END. PULL CABLE TIGHT WITH 3. Shoe provitle watertight containm<nt of the tanks piping
<br /> r THICKENED SLAB 40OW METAL HALIDE LUMINAIRE COME ALONG PRIOR TO ATTACHING CABLE CLAMPS, PEA GRAVEL and its associated fittings, and the shear valve assembly
<br /> WHERE OCCURS / \ ON 5' SQUARE LIGHT POLE located below each ground fuel dispenser unit.
<br /> 4, REFER TO HOLD DOWN CALCULATIONS, - BACKFILL
<br /> A EXPANSION DONT / \ (OWNER SUPPUED)
<br /> "BURK
<br /> SHEET P-1 FOR NUMBER OF HOLD DOWN 1 DEADMAN 4. Shell be made of non-corrosive materials,. or if metallic, ~
<br /> RESIST " PETROLEUM / STRAPS REQUIRED. such as the fittings and couplings, Isolated from
<br /> - / -A corrosion causing elements
<br /> RESISTANT SEALANT
<br /> 1-1/2- OR 1 4 \ 5. Outer secondary containment system shall be of such a [y
<br /> TOOLED TO 1/4" RADIUS
<br /> J J IF PLASTIC INSERT I FILTER FABRIC IF REQUIRED. SEE design 9
<br /> 0 \ to withstand the
<br /> maximum
<br /> mAASHTOr M294.burial loods and
<br /> 1/4" IS NOT USED NOTE q10 OF SPECIFICATIONS.
<br /> ted in
<br /> nce
<br /> th
<br /> g and made of materials to have sufficient strength
<br /> SLAB DEPTH I '.
<br /> PRESSURE VACUUM CAP FOR STAINLESS STEEL CABLE CLAMPS
<br /> GASOLINE TANK OPEN VENT CAP TYP, OF 3 MINIMUM . 5. Flexible inner primary piping system shall be capable of.,
<br /> FOR DIESEL TANK withstanding liquid pressure five times graoter"thou the
<br /> BACKER ROD PER ( )
<br /> MANUFACTURER'S SPECS i
<br /> FUEL ISLAND designed operating p "f
<br /> 6' SOH, a0 GALVANIZED 9pressures. ,.
<br /> STEEL PIPE FILLED
<br /> WITH CONCRETE 7 Outer s oondar containment system shall undergo on-air
<br /> t TOOLED CONTROL JOINT GALV STEEL UNISTRUT BRACING #4 REBAR 0 EA CORN, pressure ho est (3 to 5'-psi) after installation.and
<br /> 4'-0" I MOUNTED TO LIGHT POLE WJ #3 TIES 0 16' O.C. before lhe�_^final^ back .,
<br /> 2' BLACK IRON VENT RISER 8. Flexible 'nnecp" my„y i�ng_yystem shall be subject to
<br /> PAINT SAFETY �- 50 a av pressure hold test prior to final backfill, `
<br /> 8 CON/'� SCALE: 1 1/2"=1' 0" YELLOW �_ - '
<br /> CRETE JOINTS PULL HOLE IN POLE WALL Design of secondary containment system Shall permit qny
<br /> / 12'X12" PRECAST C C. DEADMAN EA. SIDE OF leak in the primary piping system to flow from its source
<br /> NOTE TANK (MINIMUM) SEE P-1, TANK HOLD DOWN to a surface access containment chombee which con be
<br /> CENTER WELL BOX DIRECTLY OVER ANCHOR BOLTS w/ LEVELING • _ CALL FOR SIZE REQUIRED. fitted with an electronic leak detection system,
<br /> 1'-3" CONCRETE CROWN, z — — _ _ y
<br /> CONFIRM W/ PACIFIC BELL TEST PIPE AS SHOWN, LIMITED NUTS (BY SUPPLIER) THROUGH
<br /> ENGINEER, ACCESS MANHOLE EMCO WHEATON BASE PLATE ON DRY PACK
<br /> 1/2" 0 STAINLESS STEEL STRANDED CABLE 10. Secondary containment pipe shall be sized to allow removal
<br /> pA722-007. 72' m MANHOLE N1 TH a GROUT FURNISHED BY THE GENERAL CONTRACTOR, of primary pipe without need for excavation.
<br /> LOCKING CAP AND COLLAR, o it USE 3 CABLE CLAMPS PER END OF CABLE
<br /> ISLAND BEYOND SPACED 2" APART AND ONE 4" LONG LOOSE
<br /> 1. a (5) #3 TIES 0 3" O.C. END, WRAP WITH CALPICO TAPE AND COVER
<br /> WITH ASPHALT EMULSION _
<br /> ,d I CONCRETE ISLAND
<br /> ° - SLAB OR 1 TANK HOLD DOWN DETAIL SCALE: NONE -
<br /> CONCRETE SLAB YARD PAVING 8" CONCRETE TANK SLAB
<br /> 10 r—�'---_L
<br /> NOTE: ^ 4 .• . . ..•' e• ! o f__-___ WRAP PIPE BELOW GRADE
<br /> TEST POINT PIPE & SATURATION TESTING . e °; . a p 1 ��\�� r------�
<br /> 4" SOH. 40 P,V.C. & THREADED PIPE OBTAINED FROM AARDVARK CORP, I °d ' ° I < I ro %�\�� (-------1' W SLOPED CTTOP & TOOQNCREIE LED
<br /> 1475 MERIDIAN EAST, H7 (206) L,------ EDGES
<br /> COUPLING TO 2'-0" BELOW GRADE WASHINGTON 98371 PH; (206)927-4321
<br /> (USE OR EQUAL) I I I,• m I 1
<br /> 4" 0 SCH. 40 P.V.C. FACTORY - I I .4 • I t-r-+-�.__ #3 HOOP 0 6" O.C, (TYP) INSIDE OF SUMP OUTSIDE OF SUMP
<br /> SLOTTED TEST WELL PIPE. SLOTS LENGTH OF TEST PIPE WILL VARY
<br /> 020', APPROX, 1/4" APART X 2" PER DEPTH OF EXCAVATION
<br /> LONG. APPROX. 48 SLOTS PER FT. I I I I L J .L J' (4) #4 VERTICAL BARS
<br /> 4" p P.V:C. PIPE CAP 4 - - � '�(TYP,)
<br /> INSTALL IN DIAGONAL CORNERS OF 2"0 X 24" LONG FLEX CONNECTOR.
<br /> CLOSED END OF PIPE AT BOTTOM TANK HOLE UNLESS SITE PLAN TI TE FLEX WITH FLEXIBLE
<br /> OF EXCAVATED TANK HOLE SPECIFIES OTHERWISE. CONTAINMENT BOOT OR TELEFLEX SUMP WALL ENVIROFLEX SECONDARY PIPING
<br /> 18" DIA. "SOIL SAFE 30" (SEE EQUIPMENT UST FOR
<br /> a CONC, FOOTING SIZE REWIRED)
<br /> PEA GRAVEL BACK FILL - 2' FIBERGLASS BELL & FEMALE
<br /> OR MALE AS PREFERRED ENVIROFLEX PRIMARY PIPING
<br /> FOR WET & DRY HOLE INSTALLATIONS
<br /> ) (SEE EQUIPMENT UST FOR
<br /> SIZE REWIRED)
<br /> 9 TEST POINT AT TANK BACK FILL
<br /> SCALE 6 BOLLARD DETAIL SCALE: NONE 4 TANK VENT RISERS WITH YARD LIGHT SCALE: v2 = 1'-0
<br /> YARD LIGHT WI4ER
<br /> VENT RISERS,FOOTING BELOWUNLEADED DISPENSER
<br /> 6" HIGH CONCRETE
<br /> W
<br /> DIESEL DISPENSDISPENSER ISLAND ENVIRCFLEX FLAT BULKHEAD FITTING
<br /> AIR AND WATER DISPENSER
<br /> FIELD DRILL SUMP FOR
<br /> EXISTNG BOOTH BULKHEAD FITTINGBOLLARD (TYP OF 4) SEE SHEET P-3
<br /> SEE
<br /> VAPOR RETURN
<br /> LINE IN DISPENSER
<br /> SHEAR VALVE
<br /> MOUNT FLUSHTOP OFISLANDDISPENSER
<br /> 'oL DISPENSER A60O002EATON SHEAR VALVE STABILIZER BAR _STEEL ISLAND FORM TOP OF CONIC. ISLAND EXPANSION JOINT 2 SUMP PE-NE:TRATION DTL (ENVIROFLEX PIPING)
<br /> O STEEL ISLAND FORM i'-0' J'_0" 3._0,. 2,_0,(TYP � a. ' a 'u '< - _._ a a •o
<br /> C( - < a 4 od e GRADE GRADE a. a a 4 �s CI
<br /> Q SEAL BY LOCAL ENGINEER
<br /> GRA4 '
<br /> N�RTH F a 4 aQ o.'d4 GRADE RCONFAT N. E 8 ASSOCIATES, INC.
<br /> ). �/ ARcHnECrunsi PLANNNO @IONEEFMO
<br /> INSIDE OF 5LMPS OUTSIDE OF SUMP rrar w.nmcrvac aw. wrPcuw u a+®4 no'n zca-rap
<br /> SCALE: 1/4"=1 -0' '
<br /> AN w.AfBYI P TELT • .YAE.K RPV.�.B'CfY_'ER '.�
<br /> ro
<br /> 1O ISLAND DETAIL HEAR,VALVE STABILIZER BAR �(y, PENETRATION,
<br /> SUMP DISPENSER
<br /> " V Y t PENETRAFION, SEE CONTAINMENT BO%
<br /> -SHEAR VALVE ° I_ r
<br /> MOUNT FLUSH w/ \ ��
<br /> N CONCRETE OR ASPHALT (TOP OF ISLAND ENVIROFLEX 2"x24" FLEX CONNECTOR CONDUIT
<br /> GRADE COVER E,MCO WIEATON A60-002 SECONDARY PIPING w/ ONE END SWIVEL
<br /> 6" WIDE YELLOW MARKING rENVIROFLEX ADAPTER
<br /> N TAPE ALONG TRENCH. x l\Vt y +` °1
<br /> > DISPENSER -
<br /> ALLEN MFG.# AMT-1006-RE. CONTAINMENT BOX I :_ f.
<br /> _ FIELD DRILL SUMP FOR BULKHEAD
<br /> o' BACKFILL MATERIAL: PEA. \ �� \ / AND PIPE INSERT, SEE 22 SHEET ISSUED FOR BID 11/22/9 CTL
<br /> is, �. NO. REVISIONS / AUTHORIZATIONS DATE BY
<br /> GRAVEL (TYP.) BELOW \ / P-3. "
<br /> CONCRETE OR ASPHALT -_- ,4
<br /> i) - ENVIROFLEX PIPING
<br /> GRADE COVER,
<br /> U SEE NOTES 1 AND 2 SEE PRODUCT
<br /> PENETRATION PRODUCT PIPE
<br /> PRODUCT -I� 2.. FRp p,PiNO STANDARD TANK AND PIPING
<br /> 2" FIBERGLASS
<br /> O w SUMP PENETRATION PRODUCT PIPE
<br /> SEEDETAILS (FLEET TANKS)
<br /> :
<br /> N / `��II p) 2" NET STEEL 90' ELBOW e - DRAWINGS PREPARED FOR .I
<br /> TOP OF 3' MIN I ''^Q T Il�W
<br /> CCC
<br /> PIPE L.- -I_ a J W o'' l�r-'�4 V, I, f�yl,�.. 2° eXM FIBERGLASS PACIFIC El BELL
<br /> SACRAMENTO, CALIFORNIA
<br /> FIELD DRILL SUMP FOR
<br /> 3" MIN—.{ i 4ewU, BULKHEAD AND
<br /> SHEET
<br /> FACILITY ADDRESS
<br /> INSERT, SEE
<br /> NATES
<br /> P-3, 2300 E. EIGHT MILE ROAD
<br /> Q_ I BACK FILL AND COMPACTION FOR ALL CONDUIT & PIPING TRENCHES TO MEET. F STOCKTON, CALIFORNIA
<br /> N STATE, CITY, COUNTY, AND LOCAL REQUIREMENTS.
<br /> O L'.
<br /> 2. BACKFILL AND COMPACTION FOR SERVICE LATERAL CONDUIT TRENCH TO
<br /> MEET LOCAL ELECTRIC UTILITY COMPANY REQUIREMENTS. IF SOIL IS NOT DATE: 72/6/95 DRAWN BY: CTL
<br /> ROCK FREE, ADD 4" TO DEPTH OF SERVICE LATERAL CONDUIT TRENCH,
<br /> NO IF: PROJECT ENGINEER CHECKED BY: J, McGRATH
<br /> O EST RO NO, SHEET 4 OF 6 SHEETS
<br /> Z SCALE: NONE
<br /> VJ
<br /> z 1 REFER TO SHE. P-3 FOR
<br /> U SCALE; NONE EQUPMF.NT ITEMS. 0 SCALE: 1-1/2"=1'-0" APPROVED DRAWING NO.
<br /> 0
<br /> 11 TRENCH DETAIL SCALE NONE 7 DISP. PIPING TERM DETAIL (PRODUCT PIPING) 5 DISP. PIPING TERM DETAIL (VAPOR RETURN PIPING) 3 SUMP PENETRATION DTL (FIBERGLASS PIPING) Y- P-4
<br /> MANAG€R
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