|
CLIENT:
<br /> At NOTES: UST ANCHORING bp
<br /> WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE 1"
<br /> 1� WORKMEN SAFETY. SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY
<br /> WITH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 sa ,
<br /> SUBPART P, OSHA STANDARDS-EXCAVATIONS: FINAL RULE OCTOBER 1, 1989.
<br /> HARDHATS SHALL BE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR
<br /> WHERE OVERHEAD WORK IS PROGRESSING.
<br /> A22TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR
<br /> IS REQUIRED BY LOCAL REGULATION. CONSULT WITH OWNER'S
<br /> REPRESENTATIVE.
<br /> AINSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION
<br /> INSTRUCTIONS,
<br /> DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 10' DIA. 25,000 GAL.
<br /> TANK ARE 18"x8-3/4"x18'L, QTY: (6) EACH TANK. DIMENSIONS OF DEADMAN
<br /> FOR 10' DIA. 20,000 GAL. TANK ARE 18"x8-3 4"xl8'L, QTY: 4 EACH TANK,
<br /> TOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN, 12" GREATER THAN
<br /> OVERALL LENGTH OF TANK.
<br /> EACH TANK REQUIRES DEADMAN ON EACH SIDE.
<br /> HOLD DOWN STRAPS ARE REQUIRED FOR 10,000, 12,000, 20,000, & 25,000
<br /> GALLON TANKS AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER. ARCO
<br /> 88 LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK.
<br /> gQFASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND BP WEST COAST PRODUCTS,LLC
<br /> THROUGH THE END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE
<br /> ALTERNATED 180' FROM EACH OTHER.
<br /> ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY
<br /> A10 TIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION. f�
<br /> MEASURE TANK DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO
<br /> ENSURE NO TANK DEFLECTION.
<br /> 11 WIRE ROPE MINIMUM DIAMETER 1/2". W 2
<br /> 12 TURNBUCKLES: HOOK TYPE - 1-1/4" DIAMETER, JAW TYPE - 3/4"
<br /> A m
<br /> DIAMETER, EYE TYPE - 3/4" DIAMETER O U
<br /> COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS
<br /> 2 2
<br /> 13 WITH PITCHMASTIC. sGC may'
<br /> 14 INSTALL LISTS SO THAT TOP OF TANKS ARE AT SAME HEIGHT. TANG ENGVN<_
<br /> 15 IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION MUST BE
<br /> 4 FT. FROM BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS) 18215 72ND AVENUE SOUTH
<br /> FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR WET HOLE KENT, WA 98032
<br /> 1B INSTALLATIONS ONLY. FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO (425)251-6222
<br /> SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. (425)251-8782 FAX
<br /> CIVIL ENGINEERING, LAND PLANNING,
<br /> SURVEYING, ENVIRONMENTAL SERVICES
<br /> NO, DATE REVISION DESCRIPTION
<br /> 1 9-6-16 PERMIT SUBMITTAL
<br /> 2 12-14-16 PERMIT RESUBMITTAL
<br /> 3 1-31-17 PERMIT RESUBMITTAL
<br /> ® NOTES: UST INSTALLATION -1B-16-17
<br /> 4 a-i6— coNslRucnoN RELEASE
<br /> 11-14-17 REV, FOR CONSTRUCTION
<br /> OO Q SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. NOT USED. --
<br /> LAYOUT TANKS & STAGE II VAPOR RECOVERY PIPING SUCH THAT THE STAGE II Q
<br /> FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT 9OO PIPING DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W 3" e CONCRETE. CONNECTIONS, AND CONTINUES 3" TO OTHER TANKS. /
<br /> OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" 10 BALL VALVE ON MANIFOLD LINE TO REMAIN OPEN DURING NORMAL OPERATION.
<br /> 3 FROM SURFACE.
<br /> 11
<br /> OREINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" NOT USED.
<br /> IN LENGTH, PLACE REBAR 6" FROM SIDES OF BOX. <�> TO ABOVE GROUND VENT RISERS, SEE DETAIL ON SHEET G.0.6.2. D
<br /> OSINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFFSEAL:
<br /> AT SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. Q TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE
<br /> LAST TWO FEET TO SUMP SHALL BE PVC COATED RIGID. FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD QvgvESsIONq�
<br /> DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. ��/ Ynyc
<br /> ONE STANDARD MONITORING HCUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE
<br /> RUN CONDUIT TO EACH TANK. FOR 14 CORNERS WHERE MEETING CONCRETE. HAL P. GRUBB
<br /> STANDARD
<br /> LOO
<br /> ARD MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS,
<br /> PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL SENSOR - 67
<br /> LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN BUILDING & 15 DIESEL OPTION USES JUST ONE PRODUCT LINE TO DIESEL DISPENSER. �
<br /> OPRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY SAFE
<br /> TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE REFER TO DIESEL UST INSTALLATION DRAWING FOR STAND-ALONE UST OR AS
<br /> WIRING FOR SENSORS. LAST TWO FEET TO SUMPS SHALL BE PVC 16 AN EXTENSION TO THIS UST DESIGN.
<br /> COATED RIGID. 0 f V 1 L c�a
<br /> SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND F OF CAI,\F� (1
<br /> ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY
<br /> USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION
<br /> OYa"
<br /> & MAX OF 3/4SIGN-OFF SHALL BE DOCUMENTED.
<br /> � " IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. I
<br /> ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF
<br /> FIELD REPRESENTATIVE, 18 PRODUCT LINES (1 OR 2 PER UST SUMP). v
<br /> X
<br /> ASPHALT AND STONE PER z
<br /> ASPHALT & STONE AS PROJECT SPECIFICATIONS a
<br /> SPECIFIED BY PROJECT
<br /> SPECIFICATIONS EXTEND CONTINUOUS 14
<br /> FILTER FABRIC TO SLAB
<br /> DEVELOPMENT INFORMATION: o
<br /> ARCO NTI
<br /> MODIFIED
<br /> 3000 am/pm
<br /> FILTER FABRIC /\
<br /> 16
<br /> NOTE: �1 / //\// w/ 26x65 CAR WASH Q
<br /> SLOPE SIDES OF TANK HOLE /\ — �, —� FUEL CANOPY w/ 8 MPD's N
<br /> OR USE SHORING FOR ALL \//\ 15 A // /
<br /> cc
<br /> TANK EXCAVATIONS IN \\/ 2' 10'-4" 3'-0" 10'-4" 2 // SITE ADDRESS: r
<br /> ACCORDANCE WITH OSHA 1926 \\ \ I� Ll \/ .-
<br /> SUBPART P, OSHA STANDARDS //\ MIN. YMIN. /\\// o
<br /> - EXCAVATIONS; FINAL RULE /\\ /
<br /> OCTOBER 1, 1989 TRINITY PARKWAY
<br /> @ SCOTT CREEK DRIVE
<br /> 7 8 13 \//\\ — — — — / o- PEA LIFT OF
<br /> GRAVEL STOCKTON,CA E
<br /> co TO TOP OF
<br /> 9 13 \\\
<br /> TANK FACILITY # TBD a
<br /> DESIGNED BY: ALLIANCE Z&DM:
<br /> BP REPM:
<br /> OEM
<br /> aY:
<br /> o X \ \ \// 2nd LIFT OF PEA GRAVEL ro
<br /> I g \ ° ° ° \ N DRAWN BY: ALLIANCE PM: o
<br /> d �� = a° 1St LIFT OF PEA GRAVEL
<br /> ^° y ° - VERSION: PROJECT NO: g
<br /> 10 0 MIN: o ego l'-0r MIN' \/ N BED
<br /> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ 16700 g
<br /> 0MIN_ ` 10 12 DRAWING TITLE:
<br /> 2 3 4 5 6 FILTER FABRIC ON 6""\N AX. ,1&" UST INSTALLATION Y
<br /> 18' BOTTOM & SIDES OF 18 18 ° � (1) 10'0 20K& (1) 10-0 12K/l0K
<br /> TANK HOLE (WET 16 11 BLENDING
<br /> HOLE ONLY) 7 l'-0" MIN. PEA GRAVELDOUBLE WALL VENT&VAPOR .$
<br /> c
<br /> --- INSTALLED OVER COMPACTED SOIL.
<br /> NOTE- NOTE:
<br /> ALTERNATE ANCHORING BY USE OF DEFLECTION MEASUREMENT BEFORE & AFTER N WET HOLE INSTALLATIONS,
<br /> A CONCRETE ANCHORING PAD IS TANK INSTALLATION SHALL BE ACCORDING TO INCREASE TO 18" MINIMUM PER SHEET N0: E
<br /> PERMITTED. CONSULT WITH MANUFACTURER'S REQUIREMENTS AND SHALL MANUFACTURER'S RECOMMENDED o0
<br /> OWNER'S REPRESENTATIVE ANDBE WITHIN MANUFACTURER'S TOLERANCES. INSTALLATION GUIDELINES.
<br /> SUCH SHALL BE INSTALLED ALL INFORMATION SHALL BE COMPLETED AS AA
<br /> ACCORDING TO MANUFACTURER'S PER THE MANUFACTURER'S WARRANTY ,�,�,O� CD
<br /> o
<br /> RECOMMENDATION. DOCUMENTATION.
<br /> G TYPICAL TANK ANCHORING DETAIL NOTE: INDICATES ITEMS FOUND ON MATERIALS i
<br /> SCALE: 1/4" = 1'-0" XX LIST SHEETS M.5.3.01 & M.5.3.02
<br /> S
<br />
|