|
ASPHALT AND STONE PER
<br /> ASPHALT & STONE AS PROJECT SPECIFICATIONS
<br /> SPECIFIED BY PROJECT 14
<br /> SPECIFICATIONS EXTEND CONTINUOUS FILTER 14
<br /> FABRIC TO SLAB
<br /> 3,N
<br /> 1
<br /> NOTE: zn� /SAA 16 FILTER FABRIC BSAA/�\
<br /> oklR
<br /> SLOPE SIDES OF TANK HOLE / /\ /\\ NOTE: STRAPS ARE RATED AT MINIMUM
<br /> Q
<br /> OR USE SHORING FOR ALL //\ 15 \ 25, 000 LBS,
<br /> TANK EXCAVATIONS IN \\ 1 //
<br /> ACCORDANCE WITH OSHA 1926 ��/\ 2' 10'-6" 3' 10'-6" 2'
<br /> - EXCAVATBPART IONS;HFINALNR LES \� MIN. MIN. 3 1/4"
<br /> OCTOBER 1, 1989 /\\ \ H0LD-l)0VN WRAPS HILL
<br /> /\ TANK SLZE STRAP LENGTH 'L' L`. FOODS
<br /> 7 8 1 \/\\\ _ _ _ _ /\ \ �p 3rd LIFT OF
<br /> PEA GRAVEL 4' DLA, 8' --4 1!4'
<br /> / I
<br /> oo TO TOP OF 1 3f 8" 6' DIA, I2' -1`
<br /> TANK 8' DLA. 151 -1-
<br /> 1D' DIA, 18' -8 3/4' � %Xg
<br /> E2' -6 3/4'
<br /> N 2nd LIFT OF PEA GRAVEL GAL�IAhJLZED STRAP EYE ALUMINUM STRAP GUIDE
<br /> 1st LIFT OF PEA GRAVEL ALUMINUM STRAP GUIDEa '
<br /> 4 TANK 3-GUIDE
<br /> .,
<br /> ..I •.. i •.� , i,.J +.. t , �,
<br /> // 500 WEST CAPITOL AVENUE
<br /> '\� ' ., .r.. . J•-Q• MIN'.•.••°. ��. � � -Q• MIN. •'• • \ N BED
<br /> i / ! 6' TANK 4-GUIDES
<br /> \\/\/\/ ` `\/ /\/\/\`\\�\ /\\'`\\��\�\\ \�� \\/� GALVANIZED STRAP EYE B' TANK 4-GUIDES WEST SACRAMENTO, CA
<br /> 2 3 4 6 6" MAX. 10 12 10' TANK 4-GUIDES GALVANISED STRAP EYE 1 95605
<br /> FILTER FABRIC ON BOTTOM t8 12' TANK 3-GUIDES P.O. BOX 15618 SACRAMENTO
<br /> 18' SIDES OF TANK HOLE 18" 18" 95852
<br /> 10 11
<br /> REVISIONS
<br /> 7 1'-0" MIN. PEA GRAVEL INSTALLED
<br /> NOTE: OVER COMPACTED SOIL. IN WET HOLE
<br /> DEFLECTION MEASUREMENT BEFORE & AFTER INSTALLATIONS, INCREASE TO 18"
<br /> TANK INSTALLATION SHALL BE ACCORDING TO MINIMUM PER MANUFACTURE'S
<br /> MANUFACTURER'S REQUIREMENTS AND SHALL RECOMMENDED INSTALLATION
<br /> BE WITHIN MANUFACTURER'S TOLERANCES. GUIDELINES. 'L°
<br /> ALL INFORMATION SHALL BE COMPLETED AS
<br /> PER THE MANUFACTURER'S WARRANTY '.
<br /> DOCUMENTATION. FRP PULTRUDED STRAP
<br /> �G H A CSS
<br /> 1 TANK HOLE EXCAVATION, AND BACKFILL PROCEDURES 3 TANK STRAP DETAILSmP <Z
<br /> o v
<br /> c G`T�NG ENG\F��
<br /> "LAND PLANNING AND DESIGN SPECIALISTS"
<br /> 18215 72ND AVENUE SOUTH
<br /> KENT, WASHINrrnN 980-�2
<br /> (425) 251 -6222
<br /> SHEET TITLE
<br /> TYPICAL TANK
<br /> QTY UNIT DESCRIPTION ANCHORING
<br /> „
<br /> <�> NOTES: UST INSTALLATION A NOTES: UST ANCHORING DETAILS
<br /> 2 4 EA DEADMAN, 8 3/4'x18'x18'
<br /> WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE WORKMEN
<br /> 1O SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. EA
<br /> QSAFETY. SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY WITH OSHA
<br /> t CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P, OSHA 12 EA GALVANIZED ANCHOR POINT
<br /> OFIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT STANDARDS-EXCAVATIONS: FINAL RULE OCTOBER 1, 1989. HARDHATS SHALL BE WORN I 12 EA COTTER PIN
<br /> CONCRETE. BY ALL WORKMEN OPERATING IN EXCAVATION OR WHERE OVERHEAD WORK IS
<br /> I '
<br /> O REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM PROGRESSING.
<br /> SURFACE. TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR IS 3
<br /> Q2 REQUIRED BY LOCAL REGULATION. CONSULT WITH OWNER'S REPRESENTATIVE.
<br /> 4 REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN ' BCE #12004
<br /> OLENGTH. PLACE REBAR 6" FROM SIDES OF BOX. 0 INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION INSTRUCTIONS.
<br /> i
<br /> ODIMENSIONS AND QUANTITIES OF DEADMAN FOR 10' DIA. TANKS PER MANUFACTURER (QTY. 2 7 REBAR
<br /> NOT USED. Q SPECIFICATIONS. 1 �• • �•(�• I ••O •• ) PROJECT NAME
<br /> ONOT USED. NOT USED • • ' - RALEY'S
<br /> Qs � � 4,000 PS t COINCRETE
<br /> USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN A" & °
<br /> 7 MAX OF Y4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL Q6 EACH TANK REQUIRES DEADMAN ON EACH SIDE.O (,• • ,SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD • • '� �0' • • •• #356
<br /> REPRESENTATIVE. HOLD DOWN STRAPS ARE REQUIRED FOR 20,000 & 22,000 GALLON TANKS AS
<br /> SPECIFIED AND SUPPLIED BY TANK MANUFACTURER. < j
<br /> • • • •U •' • © • • • � (QTY. Z) #6 REBAR
<br /> ONOT USED. Q8 LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK. Q
<br /> O NOT USED.
<br /> FASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH THE o .° • ' .• • . ,
<br /> Ag END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE ALTERNATED 180' FROM
<br /> OEACH OTHER. • 0 •
<br /> 10 NOT USED. • tt Q • • •/1
<br /> ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY TIGHTEN ' y
<br /> 11 NOT USED. 1 ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION. MEASURE TANK • ° • '
<br /> DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO ENSURE NO TANK DEFLECTION.
<br /> FRONTAGE ROAD &
<br /> QNOT USED. 1 WIRE ROPE MINIMUM DIAMETER 1/2", OR AS PER MANUFACTURER'S SPECIFICATIONS SCALE ' 1/2 MORADA LANE
<br /> QTANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER STOCKTON, CALIFORNIA
<br /> THE FOOTPRINT OF THE TANKS. Q 'TURNBUCKLES: HOOK TYPE - 1-1/4" DIAMETER, JAW TYPE - 3/4" DIAMETER, EYE
<br /> TYPE - 3/4" DIAMETER PROJECT NO.
<br /> CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE 2.3208.000
<br /> 14
<br /> MEETING CONCRETE. COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS WITH
<br /> ZA PITCHMASTIC.
<br /> 15 NOT USED. 2 2
<br /> INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT. 1 � DRAWN BY
<br /> 16 NOT USED. A IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION MUST BE 4 FT.
<br /> 1
<br /> SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND FROM BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS) I "
<br /> QORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY THE FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR WET HOLE
<br /> LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION INSTALLATIONS. FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO SIDE OF HOLE p, o• ,' .�: o, ®. T SCALE
<br /> SIGN-OFF SHALL BE DOCUMENTED. WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. o ' , o• ° , ri , AS SHOWN
<br /> QpofESe/o,,/9
<br /> DATE
<br /> 23 JUNE 2005
<br /> Yry '
<br /> 613ol67 PAGE NO.
<br /> l �`� awn {e•'l
<br /> 4 TYPICAL CONCRETE DEADMAN (+I V TK6- 1
<br /> U
<br /> 4
<br /> SHEET
<br /> ,E:� OF
<br />
|