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11 1T1 A NOTES:UST ANCHORING WENT..
<br /> hom
<br /> WHEN END-TO-END LAYOUTS ARE USED, T(6) 1"CONDUITS
<br /> POSITION THE TANKS SO THAT THE FILL TO BUILDING WHEN WORKING BELOW GRADE,EXTREME CARE MUST BE TAKEN TO ASSURE
<br /> LOCATIONS ARE FACING ONE ANOTHER, 6 5 8 WORKMEN SAFETY.SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY
<br /> TH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 NORCAL CAJUN FOODS INC
<br /> PROVIDING MIN.DISTANCE BETWEEN FILLS Q W7
<br /> TO FACILITATE TANKER DELIVERIES. SUBPART P,OSHA STANDARDS-EXCAVATIONS: FINAL RULE OCTOBER 1,1989. 2190 MERIDIAN PARK BLVD,STE G
<br /> HARDHATS SHALL BE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR CONCORD,CA 94520
<br /> 7�= WHERE OVERHEAD WORK IS PROGRESSING. PH:(925)446-6906
<br /> TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR
<br /> w® Q2 IS REQUIRED BY LOCAL REGULATION.CONSULT WITH OWNER'S
<br /> 9'-8 1/2" 7'-10 1/4" REPRESENTATIVE.
<br /> INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION
<br /> © 2'_p^ 46-0 1/2" 2'_ 41'-3 1/4" 5 4 5 4 4 4 y-p"Q INSTRUCTIONS.
<br /> Q4 DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 10'DIA.15,000 GAL. MlIL CONSULTANT:
<br /> ® 5 8 5 4 5 4 5 4 5 4 `i TANK ARE 18"x8"x14'L QTY: (4)EACH TANK.DIMENSIONS OF DEADMAN FOR
<br /> 10'DIA.20,000 GAL.TANK ARE 18"x8%18'L QTY: 4 EACH TANK.
<br /> N 5 TOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN.12"GREATER THAN
<br /> OVERALL LENGTH OF TANK.
<br /> 5 ® 5 8 6 EACH TANK REQUIRES DEADMAN ON EACH SIDE.
<br /> 25,000 GAL 12,QQ0 10,000 HOLD DOWN STRAPS ARE REQUIRED FOR 20,000,&25,000 GALLON TANKS
<br /> UNLEADED PREMIUM DIESEL AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER.
<br /> D 8 LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK.
<br /> o FASTEN"RE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND
<br /> J \ Q THROUGH THE END POINT OF THE HOLD DOWN STRAP.CLAMPS SHALL BE
<br /> ALTERNATED 180'FROM EACH OTHER.
<br /> B 6 ATTACH ALL HOLD DOWN STRAPS To CABLE USING TURNBUCKLES.UNIFORMLY
<br /> TIGHTENEQUAL TETANKD
<br /> 6 6 15 6 15 16 10 MEA UREALL TANK DIIAMETERSTRAPS TOACHIEVE BEFORE AND AFTER ION
<br /> TIGHTTIENINGTSTRAPS
<br /> 7p ECTION.
<br /> 8 ENSURE NO TANK DEFLECTION.
<br /> 11 WIRE ROPE MINIMUM DIAMETER 1/2
<br /> a K12 Architects,Inc
<br /> N 12 TURNBUCKLES: HOOK TYPE-1-1/4"DIAMETER,JAW TYPE-3/4" 3099Fite Circle,#104
<br /> DIAMETER,EYE TYPE-3/4"DIAMETER Sacrament.,CA 95827
<br /> 5 5 5 ffiw = s e w w , eH:(916)455-6500 Fnx:(9T�ass-sloo
<br /> -� 5 5 5 Q COAT ALL EXPOSED STRAPS,CABLES,TURNBUCKLES,AND REINFORCING BARS
<br /> J�cIQ F � Fo ? ow}o c1 Fo ?pw}O WITH PITCHMASTIC.
<br /> >NUw �u w Fz ¢Qiw Fz ¢Q>w
<br /> 0 o a w� >�o� w� >No� INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT.
<br /> 9 5 4 m m1 4 4 mOzs J 9N ~ o - J ¢ ¢�or �omoU w 4 4 J © NOT USED
<br /> STAGE II 2"INSIDE 3" rvp j? N�>y' ,r, 4 4 maaz Y paw x
<br /> 3"INSIDE 4"FRP PRODUCT LINES i ANK STATIC V V®®�» < r» F 2"INSIDE 3" FILTER FABRIC(DUPONT TYPAR OR MIRAFl 5017X)IS REQUIRED FOR WET HOLE
<br /> O w c1 w B PRODUCT LINES Q INSTALLATIONS ONLY.FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO
<br /> TO DISPENSERS TO DISPENSERS W ROUNDING 2"INSIDE 3" w TO DISPENSERS SIDE OF HOLE WITH WIRE,ETC.SEAMS MUST BE LAPPED 1'MINIMUM.
<br /> (TYPICAL) YSTEM PRODUCT LINES w
<br /> m>Q 7 TO DISPENSERS
<br /> BP MASTER DRA1',1NG RD£ASE NUMBER
<br /> COXX V-13.0 JUNE 10,2016
<br /> B TANK INSTALLATION-PLAN VIEW-BLENDING INSTALL 6"WIDE DETECTABLE UNDERGROUND ALL PRODUCT,VENT AND VAPOR PIPING N0. DAIS MMSON OESftlPIMN
<br /> END TO END LAYOUT MARKING TAPE EMPIRE MAGNATEC#31-143 SHALL BE SIZE OVER SIZE FIBERGLASS Q mm. D 4 am¢LNDn
<br /> SCALE: 1/4"=1'-0" BURIED 6"-12"BELOW FINISHED GRADE PIPING BY SMITH FIBERCAST
<br /> WHERE UNDERGROUND PRODUCT&VENT 2Q e/nryo Rol ami oowwm
<br /> IN
<br /> MONITORING ZONES NOTES: UST INSTALLATION
<br /> ALL SENSORS TO BE CONNECTED TOO NOT USED. mv. DTI R.w oma :%
<br /> THE TLS 450 PLUS VACUUM MONITORING ZONES O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1"RISE OVER 12"RUN. FIRST
<br /> TAN DTI oma N
<br /> LAYOUT TANKS&STAGE II VAPOR RECOVERY PIPING SUCH T THE STAGE II
<br /> ZONE 1: REGULAR TANK 2 FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT O PIPING DRAINS&ENTERS INTO REGULAR UNLEADED TANK RST W/3" Q
<br /> THE SYSTEM IS COMPRISED OF 3 INPUT VACUUM SENSOR Q CONCRETE. CONNECTIONS,AND CONTINUES 3"TO OTHER TANKS.
<br /> VACUUM SAS
<br /> ENSORS,LIQUID SENSORS REINFORCING BARS TO BE NO LESS THAN 2"AND NO MORE THAN 4" BALL VALVE ON MANIFOLD UNE TO REMAIN OPEN DURING NORMAL OPERATION.
<br /> PRODUCT LINE
<br /> AND HYDROSTATIC SENSORS. NL11P! 3 FROM SURFACE.
<br /> THE FOLLOWING SE SOR LOCATIONS Q7 VAPOR LINE+CROSSOVER PIPE NOT USED SEAL,
<br /> REINFORCE CONCRETE SLAB AROUND MANHOLE W1TIi(4)#4 REBAR 60"
<br /> SHALL BE PROGR MED FOR Zjp3NjE 2 PREMIUM TANK O IN LENGTH. PLACE REBAR 6"FROM SIDES OF BOX. 1 TO ABOVE GROUND VENT RISERS,SEE DETAIL ON SHEEP G.0.6.2. `�F"��ARCH/
<br /> COMPLETE SYSTEM SHUT DOWN: INPUT VACUUM SENSOR © GE T
<br /> ELECUD)TRONIC LINE LEAK DETECTOR O SINGLE 1"CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF ® ?� d,X.
<br /> TANK PAD MINIMUM TANKS.
<br /> OFF GRED'T WALLS OF TANKS,AND TANK
<br /> COVER THE AT SUMP IT BUILDING WIRING TROUGH. CONTAINS UNE VOLTAGE WIRING. FOOTPRINT OF THE TANKS.REQUIRED TO PROVIDE FOR PROPER TANK HOLD •'tJ �t
<br /> �PLIQU VE U E+ SS 0 RPP ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUR DOWN,AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. -1 29
<br /> LIQUID DETECTION IN PRODUCT ONLY.
<br /> PIPING Z E 3: DIESEL TANK CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE N} fQ
<br /> UQUID SUMP SENSORS Y INPUT VACUUM SENSOR ONE 1"STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.FOR ® CORNERS WHERE MEETING CONCRETE. NW"ZD79 f2
<br /> STANDARD MONITORING DEVICES,LOOP CONTAINMENT SUMP SENSORS,PLLD.VAT•., + Q.
<br /> INTRSTITAL SENSOR
<br /> THE FOLLOWING SENSOR LOCATIONS T O LOCATIONCAND HOME RUSENSORS 8,
<br /> ANDB NK LD PROM EGAUE TONSEALEOFFS N BUILDING& DIESEL OPTION USES JUST ONE PRODUCT LINE TO DIESEL DISPENSER.
<br /> SHALL SET OFF AN AUDIBLE/VISUAL Q VE U E+ 0 PP PRIOR TO LEAVING HAZARDOUS AREA.ROUTE TO INTRINSICALLY SAFE
<br /> ALARM 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.ALL CONDUIT PENETRATIONS MUST BE MADE WITH ANT
<br /> EXTENSION TO THIS UST DESIGN.
<br /> INTERSTITIAL HYDROSTATIC AND ROBROY PVC COATED CONDUIT ONLY.
<br /> VACUUM SENSORS SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES,PLACEMENT,AND
<br /> OVERFLOW PROBE Q ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY j
<br /> LOW/HIGH PRODUCT SENSORS USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE,MIN THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION I
<br /> VAPOR PRESSURE SENSORS O W&MAX OF-Y"IN SIZE,FREE OF CLAY,SLAG,CINDERS,OR DEBRIS. SIGN-OFF SHALL BE DOCUMENTED.
<br /> VAPOR FLOW METER ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S&OWNER'S REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS&NUMBER OF
<br /> FIELD REPRESENTATIVE. ® PRODUCT UNES(1 OR 2 PER UST SUMP).
<br /> ASPHALT AND STONE PER ARCO
<br /> ASPHALT&STONE AS PROJECT SPECIFICATIONS A M/P M
<br /> SPECIFIED BY PROJECT 1 EXTEND CONTINUOUS
<br /> SPECIFICATIONS FILTER FABRIC TO SLAB
<br /> ro
<br /> 0
<br /> FUEL LINE DESIGN LENGTHS \\\//\\ 7
<br /> 16
<br /> ZONE 1: �� - - FILTER FABRIC-\
<br /> 87-UNLEADED: 285 FEET SLOPE SIDES of TANK HOLE
<br /> OR USE SHORING FOR ALL \/\ /// s E ADDRESS: n
<br /> CROSSOVER+ TANK EXCAVATIONS IN \ 2' 0'-6" 2' /
<br /> 87 VENT LINE: 93 FEET SUBPART ACCORDANCE
<br /> P,E SIHA STANDARDS \TH OSHA 1926 \/\
<br /> -EXCAVATIONS:FINAL RULE \/\\ MIN. MIN. /� /
<br /> ZONE 2' OCTOBER 1, 1989 \ \�// 3rd LIFT OF WESTHRONTON ROAD ROAD&
<br /> 91-U LEADED: 285 FEET e 1 // /// PEA STOCKTON,CA 95209 E
<br /> /\\ To To
<br /> OPAOFL
<br /> 91 CROSSOVER: 4d FEET © NDIE \ //\/\ m TANK
<br /> ALTERNATE ANCHORING BY USE OF 9 1 /\ //\ DERMEu 9r ON
<br /> ZONE 3: PERMITTED.CONCRETE CONSULT WITH IS \\/ \\� OEC� KW v
<br /> DIESEL: 70 FEET OWNER'S REPBERESINSTALLED ENTATIVE AND
<br /> L T I SUCH SHALL o \ \/ 2nd LIFT OF PEA GRAVEL SV N
<br /> Fftl—S + /\
<br /> ACCORDING TO MANUFACTURER'S a \\/ \/ It LIFT OF PEA GRAVEL 7M7V-1 LL
<br /> DIESEL CROSSOVER: 40 FEET RECOMMENDATION. 03/14/2018 18-003
<br /> MIIJ: \/ BED 0
<br /> \/\/\\\\• •\\ \\\\\\\ \/ /\\ DR G T1lE M
<br /> Q UST INSTALLATION
<br /> s^MAX. 19 1 10'625K&1)10'012K/10K
<br /> 3 DEFLECTION MEASUREMENT BEFORE&AFTER 2 3 4 5 6 (�
<br /> TANK INSTALLATION SHALL BE ACCORDING TO 18" BLENDING
<br /> MANUFACTURER'S REQUIREMENTS AND SHALL 11 DOUBLE WALL VENT&VAPOR Vol
<br /> BE WITHIN MANUFACTURER'S TOLERANCES. FILTER FABRIC ON 7 l'-0"MIN.PEA GRAVEL
<br /> ALL INFORMATION SHALL BE COMPLETED AS BOTTOM&SIDES OF INSTALLED OVER COMPACTED SOIL MEET R ¢
<br /> PER THE MANUFACTURER'S WARRANTY A o
<br /> DOCUMENTATION. TANK HOLE(WET IN WET HOLE INSTALLATIONS, i
<br /> HOLE ONLY) INCREASE TO 18"MINIMUM PER
<br /> MANUFACTURER'S RECOMMENDED FS3.2
<br /> INSTALLATION GUIDELINES. o
<br /> m
<br /> C TYPICAL TANK ANCHORING DETAIL O NOTE INDICATES ITEMS FOUND ON MATERIALS
<br /> SCALE: 1/4"=P—O^ XX LIST SHEETS FS2.0 & FS2.1 :;
<br /> G
<br />
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