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fRE V 15 1 CN5_1�_____
<br /> NOTES: UST ANCHORING
<br /> MEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE WORKMEN SAFETY,
<br /> TRUCTlON INDUSTRY
<br /> ,_�5jj
<br /> _---- NOTE: SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY WITH OSIIA CONS
<br /> BUILDING TI
<br /> -EXCAVA ONS� FINAL RULE
<br /> WHEN END-TO--END LAYOUTS ARE USED, POSITION STANDARDS 29 CFR PART 1926 SUBPART P, OSHA STANDARDS
<br /> THE TANKS SO THAT THE FILL LOCATIONS ARE OCTOBER 1, 1989. HARDHATS SHALL BE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR
<br /> FACING ONE ANOTHER, PROVIDING MIN, DISTANCE WHERE OVERHEAD WORK IS PROGRESSI%
<br /> BETWEEN FILLS TO FACIUTATE TANKER DELIVERIES,
<br /> TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR IS REQUIRED BY
<br /> LOCAL REGULA_nON, CONSULT WLTH OWNER'S REPRESENTATIVE
<br /> .......... ------ ........... ------------
<br /> A INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION INSTRUCTIONS.
<br /> /3
<br /> ............._._-______._--.1--------------..........-1-11------------------
<br /> ....... DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 10' DIA, 15,000 GAL. TANK ARE
<br /> 18"x8"xl4'L, QTY: (4) EACH TANK. DIMENSIONS OF DEADMAN FOR 10' DIA, 20,000 GAL. TANK >
<br /> VERALL LENGTH
<br /> TOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN, 12" GREATER THAN 0
<br /> ARE 18%8"xl8'I_, QTY: (4 EACH TANK.
<br /> .......... -- -------- ....... A\ OF TANK,
<br /> -----------
<br /> -----------
<br /> _�6 EACH TANK REQUIRES DEADMAN ON EACH SIDE,
<br /> 0
<br /> _'A
<br /> HOLD DOWN STRAPS ARE REQUIRED FOR 10,000, 12,000, 15,000, & 20,000 GALLON TANKS AS
<br /> 8,000 DIESEL A2 SPECIFIED AND SUPPLIED BY TANK MANUFACTURER�
<br /> 12,000 PRE U &� LOCAIE STRAPS ON RIBS WHERE INDICATED ON TANK.
<br /> FASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH THE END POINT
<br /> OF THE HOLD DOWN STRAP, CLAMPS SHALL BE AL17ERNATFD 180' FROM EACH OT`HER.
<br /> @ ....... ...........
<br /> ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY TIGHTEN ALL
<br /> ASTRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION, MEASURE TANK DIAMETER
<br /> BEFORE AND AFTER TIGHTENING STRAPS TO ENSURE NO TANK DEFLECTION�
<br /> WIRE ROPE MINIMUM DIAMETER 1/2'.
<br /> -An ......
<br /> 3/4" DIAMETER, EYE TYPE - 3/4"
<br /> TURNBUCKLE& HOOK TYPE - 1-1/4" DIAMETER, JAW TYPE
<br /> ...... L2�
<br /> ADIAMETER
<br /> A
<br /> ENFORCING BARS NTH PITCHMASTIC
<br /> COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND R
<br /> A .......
<br /> ui Lo
<br /> r_ LLJ 0�� F25 a- Cl_ >--) :z z
<br /> (,o V) w<r j uil LLI uj INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT,
<br /> V) L'I _9 6
<br /> S R p_ (8 F= �31
<br /> r= :D �x < (f) M V)0 L z ra_
<br /> (n uj u u uj ;4 -----------...........
<br /> F- ci
<br /> L'i m LJ cl -.r IRT) THE DIMENSION MUST BE 4 FT, FROM
<br /> 00 cn> zj ce v) Z� V>
<br /> w M;, _j CZ W L
<br /> ;r- n 6 a IN UNSTABLE SGIL (AS DEFINED BY SOILS REPL
<br /> E6 __3 > CD I-C-1 11-
<br /> > W P_ >
<br /> 0 0 BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS)
<br /> 0 < cu U)
<br /> V)0 If -z FILTER FABRIC (DUPONT TYPAR OR MIRAFI 50OX) IS REQUIRED FOR WET 1101 E W
<br /> <Ld :n
<br /> X U-j IM', A IN
<br /> z >re:D 2" INSIDE 3" STAGE 11
<br /> <r re INSTALLATIONS ONLY, FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO SIDE OF
<br /> x PRODUCT LINES TO 3' INSIDE 4" TRIP TO
<br /> /—1 6-\ HOLE WITH WIRE, ETC, SEAMS MUST BE LAPPED V MINIMUM,
<br /> 0- TANK STATIC -)ICAL) NOTL I FA
<br /> > R:;ZD DISPENSERS DISPENSERS (TYT GROUND
<br /> GROUNDING SYSTEM- T�_SfAtl 6' WIDE DETECTABLE UNDER
<br /> <r MARKING TAPE EMPIRE MAGNATEC #31-143 BURIED
<br /> > 6'-12' BELOW FINISHED GRADE WHERE UNDERGROUND N
<br /> PRODUCT & VENT PIPING RUN
<br /> DING NQIEI PING SHALL BE
<br /> _ANK INSFALI-Al"'ION PLAN VIEW BLEN ALL PRODUCT, VENT AND VAPOR PI
<br /> .- ... I . SIZE OVER SIZE FLBERGLASS PIPING BY SMITH
<br /> E TO END LAYOUT FIBERCAST
<br /> SCAL.Ei 4' V-0' w
<br /> NOTE& UST INSTAL1,.-ATION --------- mz
<br /> I—' F`\ 6
<br /> <�> NOT USED,
<br /> N OT U S SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN,
<br /> LAYOUT TANKS & STAGE 11 VAPOR RECOVERY PIPING SUCH THAT THE STAGE 11 PIPING DRAINS &
<br /> -TANK FIRST W1 3- CONNECTIONS, AND CONTINUES 3- -TO OTHER
<br /> FIBER REINFORCEMENT To BE USED, PREMIX UNIFORMLY 'THROUGHOUT CONCRETE� V9 ENTERS INTO REGULAR UNLEADED
<br /> TANKS.
<br /> BALL VALVE ON MANIFOLD LINE TO REMAIN OPEN DURING NORMAL OPERATION�
<br /> REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE.
<br /> < cy- Vl NOT USED.
<br /> _j C3
<br /> I- m REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60' IN LENGTR
<br /> z "I,-, -, "�3 z <4>
<br /> 0 cl 7-� w
<br /> ZD ry 0 ck: PLACE REBAR 6' FROM SIDES OF' BOX,
<br /> C:)L�� > 0-
<br /> Ili L'i
<br /> Lj X <_Ld V)
<br /> X LIJ
<br /> w Ili >Ce LAJ LJ 00 ......
<br /> Lj W rtr W V) cy w LE PUMP. PROVIDE SEAL-OFF AT SUMP TANKS, AND �LLM COVER THE FOOTPRINT OF THE
<br /> N4 L --0" OFF OUTSIDE WALLS OF
<br /> Ld z SINGLE V CONDUIT TO EACH SUBMERSIB TANK PAD MINIMUM 2'
<br /> M :z n CL LO:D
<br /> :zI - << X n TANKS. REQUIRED TO PROVIDE FOR PROPER 'TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL,
<br /> re ---D x 0 NG, ALL CONDUIT
<br /> :D CE I-- V) a-t,- W 0 BUILDING WIRING TROUGH, CONTAINS LINE VOLTAGE WIRI
<br /> u� �K-5 PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. DRILLING INTO TANK.
<br /> .......... CUT CORNER WHERE MEETING ASPHALT PAVING ONLY, SQUARE CORNERS WHERE MEETING
<br /> -CH TANK. FOR STANDARD
<br /> .. .. .. ONE V STANDARD MONITORING HOMERUN CONDUIT' TO EA CONCRETE,
<br /> VAC SENSORS
<br /> MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, PLLD, ...........--------
<br /> -TO BLDG.
<br /> TANK GAUGE TO TANK INTERSTITIAL SENSOR LOCATION AND HOMERUN DIESEL OPTION USES JUST ONE PRODUCT LINE 10 DIESEL DISPENSER�
<br /> REA. ROUTE TO
<br /> -OFFS IN BUILDING & PRIOR TO LEAVING HAZARDOUS A
<br /> PROVIDE SEAL NTAIN ONLY LOW
<br /> INTRINSICALLY SAFE TROUGH IN BUILDING, CONDUITS SHALL CO
<br /> CONDUIT PENETRATIONS MUST BE MADE WITH REFER TO DIESEL UST INSTALLATION DRAWING FOR STAND-ALONE UST OR AS AN EXTENS10N TO
<br /> VOLTAGE WIRING FOR SENSORS. ALL
<br /> 8,000 SEL ROBROY PVC COATED CONDUIT ONL.Y� <@> THIS UST DESIGN,
<br /> 12,000 PRE U N. FINAL SITE
<br /> SEE SITE SPECIFIC PLANS FOR ACTUAL -TANK SIZES, PLACEMENT, AND ORIENTATIO
<br /> SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR
<br /> ------_- HIS AGENT. FINAL, LOCATION SIGN-OFF' SHALL BE DOCUMENTE1
<br /> USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN & MAX OF
<br /> ALL SUBSTITUTES MUST BE
<br /> REFER TO SITE SPECIFIC PLANS FOR ACTIJAL PIPE RUNS & NUMBER OF PRODUCT LINES (1 OR 2
<br /> 07 Y," IN SIZE, FREE OF' CLAY, SLAG, CINDERS, OR DEBRIS.
<br /> APPROVED BY MANUFACTURER'S & OWNER'S FIELD REPRESENTATIVE, <�> PER UST SUMP),
<br /> ................ --------
<br /> ASPHALT AND STONE PER-
<br /> PROJECT SPECIFICATIONS
<br /> ASPHALT & STONE AS
<br /> SPECIFIED BY PROJECT 14 EXTEND CONTINUOUS FILTER _4
<br /> TO BUILDING SPECIFICATIONS FABRIC TO SLAB
<br /> . .........
<br /> (6) V CONDUITS
<br /> F '7
<br /> -7
<br /> ly
<br /> .14
<br /> ........ A�_ FILTER FABRIC
<br /> A-L
<br /> SLOPE SIDES OF TANK HOLE L5
<br /> OR USE SHORING FOR ALL N A < <1 <(
<br /> TANK EXCAVATIONS IN
<br /> ACCORDANCE WITH OSHA 1926 MIN�
<br /> SUBPART P, OSHA STANDARDS
<br /> TANK SLAB EXCAVATIONS; FINAL RULE
<br /> OCTOBER 1, 3rd LIFT OF
<br /> AVEL TO
<br /> P 0 TANK
<br /> 6d LIFT OF PEA GRAVEL
<br /> t/'t LIFT OF PEA GRAVEL Ok'�
<br /> kD
<br /> M16
<br /> MVP PETROLEUM
<br /> \,\7\
<br /> & INC,
<br /> 0
<br /> 2
<br /> I W 10 38
<br /> a_ 0 x 0' MIN, cc Nul 7689
<br /> >
<br /> L'i Lo 0 z 6' MAX, 6/30/2019
<br /> F=t: Ld"T- CL 21 14 5 6
<br /> z C� A
<br /> _j 03 uu>-
<br /> FILTER FABRIC ON--
<br /> BOTTOM SIDES OF A
<br /> IL w cup, -2 16
<br /> 0 TANK HOLE (WET HOLE/
<br /> x4f,
<br /> 0 ki ONLY) -0' MIN, PEA GRAVEL INSTALLED 7t OF CM
<br /> 0 __<� V
<br /> V)(_� ---TANK STAIIC 7)r:l
<br /> 2" INSIDE 3" STAGE 11
<br /> 0 1--7' OVER COMPACTED SOIL� IN WET HOLE
<br /> L,J OCT' LINES TO 3" INSIDE 4" FRIP TO
<br /> GROUNDING SYSTEM PROD
<br /> > �[QT Ej INSTALLATIONS, INCREASE TO 18'
<br /> A'c m u DISPENSERS DISPENSERS (TYPICAL) NQ!F=! NDOM' SUREMENT BEFORE & AFTER MINIMUM PER MANUFACTURER'S
<br /> CL
<br /> W ECTION MEA
<br /> 0- w ALTERNATE ANCHORING BY USE OF DEFL
<br /> 11 A CONCRETE ANCHORING PAD IS TANK INSTALLATION SHALL BE ACCORDING TO RECOMMENDED INSTALLATION
<br /> CL> TANKS TO BE INSTALLED END TO DAIE:
<br /> < END� SEE DIAGRAM ABOVE FOR PERMITTED. CONSULT WITH MANUFACTURER'S REQUIREMENTS AND SHALL GUIDELINES,
<br /> REFERENCE OF DEADMAN OWNER'S REPRESENTATIVE AND BE WITHIN MANUFACTURER'S TOLERANCES.
<br /> PLACEMENT. SUCH SHALL BE INSTALLED ALL INFORMATION SHALL BE COMPLETED AS
<br /> ......... ACCORDING TO MANUFACTURER'S PER THE MANUFACTURER'S WARRANTY
<br /> NTM ...... RECOMMENDATION, DOCUMENTATION.
<br /> INSTALL 6' WIDE DETECTABLE UNDERGROUND NOIE, -MS FOUND ON 5GALE
<br /> -143 BURIED iiQlL N ILE
<br /> MARKING TAPE EMPIRE MAGNATEC #31 ALL PRODUCT, VENT AND VAPOR PIPING SHALL. BE JF -I INDICATES ITE
<br /> TION PLAN VIEW .--- E31-ENDING 6'-12' BELOW FINISHED GRADE WHERE UNDERGROUND WHERE DIFFERENT SIZED TANKS ARE USED, C: TYPICAL- TANK ANCHORING DETAIL EETS M.53,01 & M.5,3,02 wr�5.
<br /> A: TANK STALLA ALIGN THE FILL PORTS TO FACILITATE SIZE OVER SIZE FIBERGLASS PIPING BY SMITH MATERIA[-S LIST SH
<br /> PRODUCT & VENT PIPING RUN TANKER DELIVERIES FIBERCAST SCALE, 1/4' = V-0' --------
<br /> -AADJAC- T LAYOUT PEET:
<br /> SC71/4' V-0'
<br /> T
<br />
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