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NOTE: NOTE: GENERAL N O I E S
<br /> REFER TO 1-G1.0 FOR FOR REINFORCING AT TANK
<br /> ORIENTATION AND SLAB PENETRATIONS AND
<br /> LOCATION OF THE TANK. CORNERS REF 6-G6.1
<br /> 1 ALL CONSTRUCTION SHALL MEET COUNTY
<br /> STANDARDS, CONTRACTOR TO SECURE ENTIRE
<br /> CONSTRUCTION AREA WITH CHAIN LINK
<br /> __- _ _ - - _•,• _•.• - - - - - - - - FENCING DURING CONSTRUCTION PERIOD. c �
<br /> 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY a LU
<br /> r - - - - - - - - - - - - - - � I v ENGINEER OF ANY DIFFERENCES BETWEEN THE �
<br /> B1 I 18 0
<br /> ACTUAL FIELD CONDITIONS AND THE PLANS W O
<br /> f¢ I MO BEFORE PROCEEDING WITH CONSTRUCTION.
<br /> Underground Storage Tank Buoyancy Calculations for Fiberglass Tanks a I I 18 3 FUEL CONTRACTOR SHALL BE RESPONSIBLE
<br /> O I I o o I FOR THE INTEGRITY OF THE PIPING SYSTEM 0-
<br /> Project ft: SEI 20880.108 ¢ I I 19 20 DURING CANOPY ERECTION AND CONCRETE
<br /> Project Name: 20632 Stockton,CA 12" MIN U - FLATWORK INSTALLATION. r
<br /> T
<br /> Tank Manufacturer/Model: Xerxes DW Brine Filled 10'20K TYPICAL 3 1 2 Q O 0 O Q 00I I - � - I ��c� I I
<br /> _ 4 AFTER COMPLETING INSTALLATION OF Q
<br /> Number of Tanks: 2 Assumptions 4 j j Z I I 26 RUL DISPENSERS, THE FUEL CONTRACTOR IS TO
<br /> Tank Dry Weight: 11300 lbs +` •` " ' '` • ' ' s ` U U z I I I I �p INSTALL BRIGHT ORANGE CONSTRUCTION
<br /> `' ~ A C� - FENCE AROUND ENTIRE DISPENSER.
<br /> Tank Volume: 20000 gallons 10096 saturation to finished rade 4 " •• ' ' . •. ` • a . X X N
<br /> LU LL] LLJ
<br /> Tank Diameter f 0): 1D feet water= 62.4 ib/CF ) LL m I I I p
<br /> Tank Bury Depth: 6.47 feet submerged concrete= 87.61b/CF z W''` Q p @ 28 DSL
<br /> p O I I I I 5 FUEL CONTRACTOR IS TO BE AWARE THAT ON
<br /> Tank Length L : feet Y suomergeo aggregate w 57.6lb/CF PEA GRAVEL BACKFILL TYP z d ~ - PrOtO 08-21-17
<br /> 5fi THE DAY THE GASOLINE SYSTEM IS PUT INTO
<br /> (J OR APPROVED ALTERNATE m z SERVICE, THE FUEL CONTRACTOR AND A
<br /> Number of Sumps: 6 co ) a
<br /> Sump Diameter: 42 inches /" O it H I I -- I I GILBARCO AUTHORIZED SERVICE CONTRACTOR
<br /> Tank Slab Length: 52.17 feet ~ _ 03 O Z z O I I I I � MUST BE ON SITE ONE (1) HOUR PRIOR TO
<br /> Tank Slab Width: 34.94 feet a 3tG3I I STARTUP AND MUST REMAIN ON SITE THREE (3)
<br /> Tank Slab Thickness: S inches iv > > Q -
<br /> Deadman Length(Df): 36 feet �' 01 N m m F- I ADDITIONAL HOURS FOR A TOTAL OF FOUR (4)
<br /> 19 20 HOURS. ANY COSTS INCURRED OVER FOUR (4)
<br /> Deadman Width(DW): 18 inches e - - 02 z z 17
<br /> HOURS DUE TO FUELING SYSTEM ISSUES, a
<br /> Deadman Height: 8.75 inches �', I I I SHOULD BE BILLED AS A CHANGE ORDER. LO
<br /> z
<br /> `o g rl 01 N N I I v i i ¢ CV
<br /> Tank 8 Sump(s)Uplift �2"
<br /> - - dao
<br /> 72 W C'7Tank a.. 1� I I U W C:)
<br /> z
<br /> U 1= 4 7.49 gal/CF x 62.4 Ib/CF= 333,244 lbs I I ` I Z Ln
<br /> Sumps I ® KEY NOTES -- N O m Q
<br /> (4 PIPE)48"WIDE TRENCH _.-'-- I � 2 PUL ^ � :* Om� Q �
<br /> U2= 373.3 CF x 62.4 Ib/CF= 23,244 lbs I I z {� U z
<br /> p (3 PIPE) 36" WIDE TRENCH I q3 W D z Z Z Q
<br /> Total a lift Q 4
<br /> U= E Ui W 356,538 lbs UP (2 PIPE)26"WIDE TRENCH I - - - - - - - - - - - - - - - I 0 6" CONCRETE SLAB AT FUELING CANOPY. > Q Z
<br /> L_ - - - - - - - Ci J REF 1-GOA AND 1-G6.1 FOR TOS ELEVATIONS W � > < Y
<br /> 16"WIDE TRENCH _
<br /> Dead Weights for Hold pawn _- ti U
<br /> Concrete Slab 0 PIPE) GEOTECH FABRIC MATERIAL TO EXTEND 12" � W tV a-
<br /> wl= 121s.2 CF x 87,61b/CF= 106453 lbs 27 111 EXCAVATIO SIDE OF PIPING TRENCH AND TANK W LU w � � (�
<br /> PIPING TRENCH SECTION 28,-2.. N' Y i z
<br /> Backfill Above Tank 3 1/8"=1'-0" (MIN BOUNDARY BTM OF EXCAVATION) 3 PIPING TRENCHES SHALL BE DUG IN SUCH A U ~ J
<br /> W2= 5,017 CF x 57.6 Ib/CF= 289,004 lbs Q W
<br /> TOP MANNER THAT THE TRENCH WIDTH IS EQUAL TO =
<br /> (MIN BOUNDARY TOP OF EXCAVATION) AT LEAST TWICE WIDTH OF ALL PIPING C�
<br /> a LL
<br /> Gravel Column Above Deadman(2 deadmen per tank) 36',-2 O.T.O. TANK SLAB CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" CV
<br /> W3= 3413.52 CF x 57.6 Ib/CF= 196,619 lbs --------- --- _.,.._._...,....._._.....
<br /> (10cm) CLEAR DISTANCE BETWEEN PIPING m
<br /> Soil Wedge Above Deadman(2 total) N �p,NPOSITIONED IN THE TRENCH AND 6"WHERE
<br /> W4= 368.8654 CF x 57,61b1CF= 21,242 lbs PIPING CROSSES OVER EACH OTHER. THE
<br /> NOP' BOTTOM OF THE TRENCH SHALL BE AS
<br /> Concrete Deadman(2 deadmen per tank) 6"GP c��` UNIFORM AS POSSIBLE TO ELIMINATE HIGH
<br /> W4= 157.5 CF x 87.6 Ib/CF= 13797 lbs / SPOTS AND ENSURING AN EVEN LAYER OF
<br /> BEDDING MATERIAL UNDER THE PIPE. REMOVE
<br /> TANK SLAB PLAN ALL SHARP ROCKS AND DEBRIS FROM THE
<br /> W5= 22,600 lbs
<br /> Dry Weight o Tank TRENCH BOTTOM BEFORE BEDDING MATERIAL
<br /> Total Weight 2 1/8"=1' 0" IS INSTALLED.
<br /> W= J Wi 649,714 Lbs DOWN
<br /> ® SITE CONDITIONS MAY CAUSE VARIATIONS
<br /> WHICH MUST BE APPROVED BY 7-ELEVEN AND
<br /> Fnet Wi f Ui 243,160 DOWN
<br /> MANUFACTURER. PIPING BURIAL DEPTHS LESS
<br /> 20,000 GAL
<br /> Net Force TANK#3 THAN 18" REQUIRES 7-ELEVEN APPROVAL
<br /> = -
<br /> REGULAR
<br /> Factor of Safety INTERSTITIAL MONITOR-- UNLEADED
<br /> F.S.- 644,719 lbs _ 182 PASS REF 5-G6.1 AND 4-G3.0 REF 1-G3.0
<br /> 356,538 lbs
<br /> TANK#5 DIESEL FILL SUMP 06
<br /> REF 4-G6.1 AND 2-G4.1 TANK#3 FILL 1 VAPOR SUMP (RUL)
<br /> REF 4-G6.1 AND 1-G4.1 (4VA =
<br /> TANK#5 STP SUMP (DIESEL) W O
<br /> REF 4-G6.1 AND 2-G4.0 TANK #4 STP SNw&
<br /> AC
<br /> REF 4-G6.1 ANH 0
<br /> INTERSTITIAL MONITOR TANK#3 STP SUMP (RUL) IN 1
<br /> REF 5-G6.1 AND 4-G3.0 o REF 4-G6.1 AND 1-G4.0
<br /> DL = DEADMAN LEANGTH - -- TANK#4 FILL1 V UMP (PUL)
<br /> TANK#5 - ffi� REF 4-G6.1 AN 2-G4.2
<br /> r=012 L -0 r=0/2 O�
<br /> cc TANK MANWAY 10 FT DIA
<br /> FINISHED 12,000 GAL 2 00
<br /> GRADE DIESEL
<br /> B.aCKFILL REF 2-G3.0 \ m o
<br /> U21 v�/ \ � �� tao
<br /> CN co
<br /> TANK#4 co
<br /> Z 0, TANK DIAMETER // o 10 FT DIA O ' a v rn
<br /> U #
<br /> // \ y 8,000 GAL $ CD o
<br /> PREMIUM T �a
<br /> ��'
<br /> �\ UNLEADED
<br /> LL
<br /> REF 1-G3.0 00 U Y
<br /> L 0, TANK DIAMETER DEADMAN \ // W
<br /> PEAGRAVEL
<br /> \ \�` ` Q� TWO 90 DEGREE 00 0
<br /> TANK MANWAY \ \ T VIM �J ELBOWS SWING JOINT Z p
<br /> FGR4DE \ \\ U) . .
<br /> _ 6ACKFII
<br /> 4 W2 W PIPING DESIGN BASED ON 25 LENGTHS 1 m
<br /> 3 DISPENSER STATION C U
<br /> N
<br /> �. \ ID TYPICAL 3
<br /> 0, TANK DIAMETER - \ \ (� 4-
<br /> clj
<br /> FLOW RATE FLOW RATE \ o U s
<br /> a; + + _ �-EXISTING CLEAN AIR o p
<br /> -� W 0 0 U
<br /> I WS O SEPARATOR TO REMAIN, (DSL) (RUL AND PUL) TWO 90
<br /> a 1-4 NOZZLES 10 GPM 1-6 N TEE IS SET AT m m � `o a)o m c=' v t°
<br /> FIELD VERIFY LOCATION NOZZLES 10 GPM DEGREE O 2 a� °� `°
<br /> ELBOWS 45° ANGLE, TYP � I I SIDE 1 U a a� D� ° E
<br /> SWING JOINT ° a a0i 0 a�E U o
<br /> 0 0, TANK DIAMETER 8 NOZZLES - 9.8 GPM REF 5-G5.0 ° )-p� 0 3 0 � W -0`~' Vi
<br /> ai 0 + DW`2 171 a oL N o� 0 u,.� C u`ni
<br /> 3' OVER 2 DBL-WALL REF 1-G5.0 U 3 a - 0
<br /> 10 NOZZLES - 8.5 GPM } DISP 1 w 4);L3_E e ,�m- E-
<br /> (0 + (DW 2)) 2 FIBERGLASS PRODUCT I I I ° JOT YP STREET SIDE 2 U 3 � F 0 � 3
<br /> o AND VAPOR PIPING - ❑ ` C ` L
<br /> 12 NOZZLES - 7.5 GPM STORE SIDE REF-2-G6,0 � a 3 v, C M W a
<br /> cx0ca� �,mm cm
<br /> SLOPE 118" PER FOOT MIS 3-G1.O USE (2) DBL WALL 45� ELBOWS 0 �_r_ a a
<br /> } C�� a�ifl
<br /> FOR PIPING TRANSITION TO °E-0,� °,0 2) u°'i o c "
<br /> NOTE: CROSSOVER AT DISP 1 o r Q ar o M a 0
<br /> C> REF 1-G6.1 FOR DIMENSIONS AND ° ❑�-a_ I 0 N.� axi U 3 -in
<br /> 3c 4" O BERG D SS MAIN I I - O O EXISTING CANOPY
<br /> a LOCATIONS OF DISPENSERS.
<br /> REMOTE { TRUNK LINE VAPOR I! _ COLUMN TO REMAIN,
<br /> VENT I ° SIDE 1 TYP. pguF ESS
<br /> 1 REMOTE VENT
<br /> PIPING - SLOPE 118" °
<br /> cm G6.0 3" OVEVENT PRPING� SWGLASS PER FOOT MIN
<br /> OPS FROM171
<br /> DISP 2 REF 1-G5.0
<br /> 34 m
<br /> c_D REMOTE VENT DOWN TO TANKS ° ° lu
<br /> z
<br /> a
<br /> 1/8" PER FOOT MIN 3"X 2"REDUCER 3"OVER 2" DBL-WALL
<br /> r
<br /> F
<br /> BUSHING (2 LOC) FIBERGLASS
<br /> REF 5-G5.0 VAPOR PIPING -SLOPE 118" �. -• -�.,`Ply !+gN1C ��
<br /> © 00 PER FOOT MIN, TRANSITION TO
<br /> 0
<br /> 3-G1.0 4" OVER 3"AT TRUNK LINE
<br /> I
<br /> _ N
<br /> Qw M
<br /> FN -
<br /> SHEET.
<br /> Y
<br /> U w
<br /> m
<br /> FUEL PIPING PLAN G1 . 0
<br /> o = 1 1/8,._1,-p„
<br /> � a
<br /> FUELING - USA
<br /> �I
<br />
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