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(4 1" CONDUITS
<br /> a.
<br /> NOTE:
<br /> TO BUILDING r WHEN END-TQ-END LAYOUTS ARE USED, CLIENT:
<br /> g 5 6 POSITION THE TANKS SO THAT THE FILL WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE WORKMEN
<br /> LOCATIONS ARE FACING ONE ANOTHER, SAFETY. SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY WITH OSHA
<br /> PROVIDING MIN. DISTANCE BETWEEN FILLS Q CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P, OSHA
<br /> TO FACILITATE TANKER DELIVERIES. STANDARDS-EXCAVATIONS: FINAL RULE OCTOBER 1, 1989. HARDHATS SHALL BE WORN
<br /> BY ALL WORKMEN OPERATING IN EXCAVATION OR WHERE OVERHEAD WORK IS
<br /> PROGRESSING.
<br /> 4 4 A TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR IS
<br /> o REQUIRED BY LOCAL REGULATION. CONSULT WITH OWNER'S REPRESENTATIVE.
<br /> 2'-p" v 23'-8 1/2" 2 _0" 37'-5 1/2" 11 2'-0" INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION INSTRUCTIONS.
<br /> 0 14 DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 10' DIA. 15,000 GAL. TANK
<br /> 8 5 14 ARE 18"x8"x14'L, QTY: (4) EACH TANK. DIMENSIONS OF DEADMAN FOR 10' DIA. 20,000
<br /> "co 44 54 GAL. TANK ARE 18"x8"x18'L, QTY: 4 EACH TANK.
<br /> 4 5 44 54 4 54 20.000 UNLEADED TOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN. 12" GREATER THAN OVERALL
<br /> 4 15 �_ LENGTH OF TANK.
<br /> Q6 EACH TANK REQUIRES DEADMAN ON EACH SIDE.
<br /> 5 Q HOLD DOWN STRAPS ARE REQUIRED FOR 10,000, 12,000, 15,000, & 20,000 GALLON
<br /> \\0o 8 6 7 TANKS AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER.
<br /> O
<br /> °(�°❑°010 ��° �; LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK.
<br /> 12
<br /> 00 FASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH THE ARCO
<br /> 151 60 9Q END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE ALTERNATED 180° FROM
<br /> 16 1 EACH OTHER. E?l;" T COAST FIRM=LLC
<br /> 4 4 ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY TIGHTEN
<br /> 15 55 TANK SLAB1 p ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION. MEASURE TANK
<br /> 17
<br /> DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO ENSURE NO TANK DEFLECTION.
<br /> 1 2 3 4
<br /> 11 WIRE ROPE MINIMUM DIAMETER 1/2".
<br /> 1 50 59 14
<br /> I 14qp
<br /> N 1 1
<br /> 12 TURNBUCKLES: HOOK TYPE — 1-1/4" DIAMETER, JAW TYPE — 3/4" DIAMETER,
<br /> EYE TYPE — 3/4" DIAMETER
<br /> 13 z �- 44 54 _>=z w w o 50 59 D_ w o' n_ _J -i w 5 16 = z V^ to D' w, 44 54 {
<br /> O � O O wC9 -� QO <t0 � -� w0
<br /> m Q w U- >7) 0,,� o U a_ V)o LL < z 13 COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS WITH
<br /> ''' `t 1=Z t=z Q Q o> -'v PITCHMASTIC.
<br /> o w >t-Ow O J (n0 (n0 O >�Ow O
<br /> Z -U)oz wZ Z J �� Q_'� J -(n0Z �UI- J 0
<br /> m w 0 z w z m z v¢ 0 0 14 INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT. o
<br /> 0 z z Imo- mo�� �z 0 o m v-'i �9
<br /> I— Q oz _ Ld
<br /> ~ N<a z <<z `"o m o IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION MUST BE 4 FT.
<br /> ��? �Qw �m � z 4 4 15 18 4 5 9
<br /> �- » NOTE: 15 FROM BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS) ENG'
<br /> TANK STATIC x > z 2" INSIDE 3" STAGE II
<br /> w 9SEE 0 INSTALL 6" WIDE DETECTABLE UNDERGROUND
<br /> GROUNDING w ov D ¢ PRODUCT LINES 3" INSIDE 4" FRP MARKING TAPE EMPIRE MAGNATEC #31-143 FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR WET HOLE
<br /> SYSTEM m 0 �' TO DISPENSERS TO DISPENSERS " 16 INSTALLATIONS. FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO SIDE OF 18215 72ND AVENUE SOUTH
<br /> L > BURIED 6"-12 BELOW FINISHED GRADE HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM.
<br /> Q (TYPICAL) WHERE UNDERGROUND PRODUCT & VENT KENT, WA 98032
<br /> PIPING RUN (425)251-6222
<br /> 5- TANK INQ �o ® �� y MEW BLENDING
<br /> NOTE: (425)251-8782 FAX
<br /> END TO END ®� ALL PRODUCT, VENT AND VAPOR PIPING CML ENGINEERING, LAND PLANNING,
<br /> SCALE: 1/4" = 1'-0" SHALL BE PIPING BY SIZE M THOVER SIZE FI ERCASTFIBERGLASS SURVEYING, ENVIRONMENTAL SERVICES
<br /> NOTES UST WSTALLAT� No. DATE REVISION DESCRIPTION4.
<br /> ®
<br /> 2
<br /> NOT USED.
<br /> O SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. 3
<br /> LAYOUT TANKS & STAGE II VAPOR RECOVERY PIPING SUCH THAT THE
<br /> OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT STAGE II PIPING DRAINS & ENTERS INTO REGULAR UNLEADED TANK
<br /> CONCRETE. FIRST W/ 3" CONNECTIONS, AND CONTINUES 3" TO OTHER TANKS.
<br /> OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" 1 p BALL VALVE ON MANIFOLD LINE TO REMAIN OPEN DURING NORMAL
<br /> FROM SURFACE. OPERATION.
<br /> 11
<br /> REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" NOT USED.
<br /> IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br /> TO ABOVE GROUND VENT RISERS, SEE DETAIL ON SHEET G.0.6.2.
<br /> Ag
<br /> SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF
<br /> AT SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE
<br /> ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD 91
<br /> ONLY. DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK.
<br /> CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE z Q
<br /> 14 SEAL:
<br /> ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. FOR CORNERS WHERE MEETING CONCRETE.
<br /> STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, FESS/
<br /> PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL SENSOR 15 DIESEL OPTION USES JUST ONE PRODUCT LINE TO DIESEL DISPENSER. ® ®�,q
<br /> M.
<br /> LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN BUILDING & ��
<br /> PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY SAFE REFER TO DIESEL UST INSTALLATION DRAWING FOR STAND-ALONE UST C-2 C-)
<br /> C>��
<br /> TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE 16 OR AS AN EXTENSION TO THIS UST DESIGN.
<br /> WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS MUST BE MADE WITH
<br /> ROBROY PVC COATED CONDUIT ONLY. SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES,
<br /> PLACEMENT AND 9
<br /> QORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED
<br /> BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL
<br /> USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN LOCATION SIGN-OFF SHALL BE DOCUMENTED.
<br /> OYa" & MAX OF X" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. C j V 1 ��
<br /> ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S 18 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF �E` ® iF®�
<br /> FIELD REPRESENTATIVE. PRODUCT LINES (1 OR 2 PER UST SUMP). F CA_
<br /> ASPHALT AND STONE PER
<br /> ASPHALT & STONE AS PROJECT SPECIFICATIONS
<br /> SPECIFIED BY PROJECT 14
<br /> SPECIFICATIONS EXTEND CONTINUOUS ro
<br /> FILTER FABRIC TO SLAB
<br /> NOTE-
<br /> �/ SLOPE DEVELOPMENT INFORMATION:
<br /> 16 FILTER FABRIC OR USE SIDES OLE
<br /> SHORING FOR ALL
<br /> TANK EXCAVATIONS IN ARCO H fl
<br /> 15 ACCORDANCE WITH OSHA 1926
<br /> \\� „ / SUBPART P, OSHA STANDARDS 3= am/pm
<br /> 2 10 -6 2 /\// - EXCAVATIONS; FINAL RULE
<br /> UEL CANOPY
<br /> \j MIN. MIN / // OCTOBER 1, 1989
<br /> 3rd LIFT OF PEA
<br /> GRAVEL TO TOP OF
<br /> 7 8 13 /\\/ — — /\\/� TANK
<br /> SITE ADDRESS:
<br /> o X _ ° \ `V 2nd LIFT OF PEA GRAVEL �A
<br /> 1st LIFT OF PEA GRAVEL FACILrTY 0. TBD
<br /> 1'-oar MIN: ° \\� iv BED
<br /> DESIGNED BY: AWANCE Z&DM:
<br /> AL
<br /> i\\ \\\/��/\�\/� �®v
<br /> 2 3 4 5 6 MIN a�E
<br /> 10 12 ov BP REPS:
<br /> 6" MA>. FILTER FABRIC ON 18„ DRAM BY: AL AWANCE PM:
<br /> 18" BOTTOM & SIDES OF A VERSION:
<br /> TANK HOLE (WET 16 11 V-12.0 PROJECT Na
<br /> HOLE ONLY) 7 1'—O" MIN. PEA GRAVEL 12/14/2015 �� �
<br /> OTE: NOTE: INSTALLED OVER COMPACTED SOIL. DRAWING TITLE:
<br /> ALTERNATE ANCHORING BY USE OF DEFLECTION MEASUREMENT BEFORE & AFTER IN WET HOLE INSTALLATIONS,
<br /> A CONCRETE ANCHORING PAD IS TANK INSTALLATION SHALL BE ACCORDING TO INCREASE TO 18" MINIMUM PER UST INSTALLATION
<br /> PERMITTED. CONSULT WITH MANUFACTURER'S REQUIREMENTS AND SHALL MANUFACTURER'S RECOMMENDED (1) 10'01OK& (1) 1V0 20K
<br /> OWNER'S REPRESENTATIVE AND BE WITHIN MANUFACTURER'S TOLERANCES. INSTALLATION GUIDELINES. BLENDING
<br /> SUCH SHALL BE INSTALLED ALL INFORMATION SHALL BE COMPLETED AS ®���� ����� � �����
<br /> ACCORDING TO MANUFACTURER'S PER THE MANUFACTURER'S WARRANTY
<br /> RECOMMENDATION. DOCUMENTATION.
<br /> SHEET No:
<br /> 0 TICAL TANK ANCHOHNG DETAIL
<br /> SCALE: 1/4" = 1'-O" NOTE: INDICATES ITEMS FOUND ON MATERIALS
<br /> 8LIST SHEETS M.5.3.01 & M.5.3.02 Mm5m3i,8
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