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10 -3 1/2• Pill
<br /> 40_60 5'-21/2' Q NOTES UST INSTALLATION
<br /> 1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1 " RISE OVER 12• RUN, DESIGN
<br /> 0 0 0 0 2FIBER REINFORCEMENT TO BE USED, PREMIX UNIFORMLY THROUGHOUT A re h T t e D t u r a l
<br /> O CONCRETE Solutions Group
<br /> OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br /> SURFACE, 24.55 Berxlelt Va3ey Rd. Wta A-102
<br /> 12 , 000 GALLON - PREMIUM UNLEADED 10 , 000 GALLON - DIESEL , B O REINFORCE CONCRETE SUB AROUND MANHOLE WITH (4) =4 RERAR 60" IN soma Rosa. cA. 9546
<br /> 8" B" 8• g' LENGTH. PUCE REBAR 6" FROM SIDES OF BOX,
<br /> 16-1/2" 16-1/2" SINGLE 1 " CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT
<br /> O SUMP & BUILDING WIRING TROUGH. CONTAINS UNE VOLTAGE WIRING, ALL
<br /> REF, [ re te te REF. REF. CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT EDARC
<br /> _ c° ONLY. y �SaS N91
<br /> g 42' Ol4 FILL w a 48" DIA TURBINE Cr
<br /> SUMP ¢ 22" DIA 22 � SUMP ONE l " STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. y.
<br /> MANWAY I \ FOR STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP
<br /> BRINE RESERVOIR SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL RB1. 1 /31/19
<br /> AND INTERSTITIAL O SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN
<br /> o MONITOR ° ° ° °0\= ° �° BUILDING & PRIOR TO LEAVING HAZARDOUS AREA ROUTE TO
<br /> p _ INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN
<br /> �t ,i ^ o� , , o-. � ® @ ONLY LOW VOLTAGE WIRING FOR SENSORS, ALL CONDUIT PENETRATIONS
<br /> ) MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. Sed 9rFOFCAllFO`A
<br /> Oi.° ° !°/ ° a USE PEA GRAVEL CONSISTING OF NAlURA11Y ROUNDED A(X;REGATE, MIN Y"
<br /> ' ' ANCHOR STRAP & MAX OF Y4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL
<br /> \ ° ° / 4 LOCATION (TYP.) OO SUBSTITUTES MUST BE APPROVED BY MANUFACTURERS & OWNER'S FIELD bp
<br /> 42" DIA FILL REPRESEWATNE.
<br /> 48" DIA TURBINE SUMP TANK WEIGHT
<br /> SUMP Q NOT USED.
<br /> 2, 625 LBS DRY
<br /> 169900 LBS W/BRINE Q NOT USED,
<br /> TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST
<br /> / COVER THE FOOTPRINT OF THE TANKS, REQUIRED TO PROVIDE FOR PROPER
<br /> — TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRIWNG INTO TANK,
<br /> CW CORNER WHERE MEETING ASPHALT PAVING ONLY, SQUARE CORNERS
<br /> WHERE MEETING CONCRETE
<br /> o REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF
<br /> PRODUCT LINES (1 OR 2 PER UST SUMP),
<br /> OPTIONAL MANUFACTURER 16 1 2" TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN M TYPICAL FOR
<br /> SUPPLIED 18'x8k18' 14 1'-8" 2'-2" 1 '-g' / (TYP,) INSTALLATION
<br /> LA DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK
<br /> INSTALLATION SIZE PIAN & SUMP DETAIL DRAWINGS NOTED ABOVE.
<br /> DFADMAN (TYP. OF 4) 6'-10 1/2" T-2" e-1 1/2• 4'-11" 5'-9 1/2" 6'-10 1/0 5'-6 1/4" O TANK ANCHORING OPTIONAL. CONSULT LOCAL REGULATION; VERIFY WITH
<br /> OWNER'S REPRESENTATIVE.
<br /> 41'-3 1/4" OVERFLOW PROTECTION: UST OVERFLOW COMPUAME IS ACHIEVED BY USE OF ¢
<br /> OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN
<br /> ACCORDANCE WITH FEDERAL AND STATE GUIDEIINES FOR UST OVERFILL
<br /> UNDERGROUND TANK PLAN VIEW
<br /> REQUIREMENTS, m p p z
<br /> DIESEL CONFIGURATION W OPW A B C N rn F o
<br /> / us�.fe us>.te „ x , fa AN OVERFILL HARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT 5 w a
<br /> SCALE: 1 /2" = 1 '-0" AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN g a~. rr w
<br /> AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90% _ a w y o L m
<br /> FOR SINGLE 2 HP ISI ON 12K TANK F G H D E F - Imo - w w o z
<br /> (2022 CONFIGURATION) u ° . 11 uca13 NSA.13 715313 ux • 17 us1A Y.5A17
<br /> C D G H FOR DIESEL CONFIGURATION W/ SINGLE 2 HP IST. RTX u o o
<br /> 20 INSIDE 3" DOUBLE OINNOCATES TENTS FOUND ON MATERNLS UST SHEETS M.5.3.01 & M.5.3.02 J o o m K
<br /> FOR DPW FILLS WAIL FRP VACUUM
<br /> ILS1H W5.3.N usau u3J.N _ z F ¢
<br /> CROSSOVER TO FILL D = ¢
<br /> WW m
<br /> SUMP FOR VENT & F a ¢ ow
<br /> VAPOR CONTINUOUS 1 NOTE m ¢ ¢ ¢ ¢ w ¢
<br /> 1 CHOSE APPLMABLE DRAWINGS E o- ¢ a. m a-
<br /> 1 i MONITORING. N - > > r^
<br /> 7• THICK CONCRETE 2 3 q FOR CONFIGURATION. z o 0 0 rn o
<br /> SLAB (TYP.) — — IZ5 ASPHALT AND STONE PER Y5G / NOTE: /PROJECT SPECIFICATIONS I53t8 24 / o1 " FRP BONDED CHASE PIPE WITH 3 4 ) 0 1 (IYP.) a N o o ENTRY FITTING VACUUM Tl1BING TO BE 1 (TYP ) -
<br /> 10 1 (TYP ) (TYp ) VACUUM MONITORED
<br /> .^: E
<br /> ddd
<br /> � •7 ' 3" PEA •GRAVE MIN. TO•
<br /> 1" COAD. LOOP TO SUMP 8 2" INSIDE 3" DOUBLE Uj PREVENT LOAD TRANSFER '
<br /> 89 WALL FRP VACUUM TO TOP OF TANK O F
<br /> J-BOX CROSSOVER TO FILL I7 W
<br /> 4" FRP RISER TO GRADE 6 I I SUMP FOR VENT & 6" WIDE DETECTABLE UNDERGROUND
<br /> �� VAPOR CONTINUOUS MARKING TAPE BURIED 6"-12"
<br /> HOME RUN TO 6 6 I MONITORING, q O 5 BELOW FINISH- GRADE EMPIRE m
<br /> MAGNATEC 131-14343 Q
<br /> BUILDING 5
<br /> DUAL FLOAT C 4
<br /> 1" FRP BONDED 2 24 1 " FRP BONDED z
<br /> TNG S IAR0 6 ENTW FITTING 6 ENTRY FITTING
<br /> MONITORING ET150R < (TYP,) (ttP )
<br /> Z
<br /> HYDROSTATIC 10 TU
<br /> -
<br /> © I® Q
<br /> z{ SLOPE SIDES OF TANK HOLE OR RESERVOIR SUMP SUMP C'7
<br /> S USE SHORING FOR ALL TANK
<br /> -EXCAVATIONS IN ACCORDANCE WITH
<br /> OSHA 1926 SUBPART P, OSHA j — — — — — — — — — \ \ \. 0 U
<br /> STANDARDS - EXCAVATIONS; FINAL I \ \
<br /> RULE OCTOBER 1 , 1989 U
<br /> j \\
<br /> 19 EXTRACTOR FITTING 19 EXTRACTOR FITTING I I \� , fr L1_I
<br /> S _
<br /> (OVERFILL PROTE ON III I I I I CO \\ \ d
<br /> ' I DROP TUBE AT I I I I t4 OGTION TYP 1` a
<br /> I BACKFILL WITH PEAGRAVEL I I OVERFILL PROTECTION 0 TANK LEVEL GAUGE W/ 95X ) 0 TANK LEVEL GAUGE W/ I I (R STRAP)
<br /> - DROP TUBE SET AT I e FLOAT KR, OVERFILL I I 4" FLOAT KR. OVERFILL I I II
<br /> \ \ _ 2 PER TANK MANUFACTURER 0 O I I I ,i
<br /> SPECIFICATIONS. 957E (TYP.) ALARA AT 90R 1 41 1 MARM AT 9077 CAPACITY
<br /> 41 , I I II II II III I I I , I ISI
<br /> ` 10x2ex11GA STEEL STRIKER
<br /> / \,\ I I PLATES TYP. UNDER ALL OPENINGS I I I I I I // \\ \ /•
<br /> W/ MANWAYS ON FlBERGlA55 TANK
<br /> S (BY TANK MANF)�
<br /> 99<,, \ \ \\ \ \ 50 0 SwHO V.�SIEEL Fired f4mber
<br /> 01 0 \\ PE
<br /> 12"x12"x11GA STEEL STRIKER PLATES
<br /> of / TYP. UNDER ALL OPENINGS W/0 z / i / SPA16002 . 0
<br /> WL
<br /> mos MANWAYS ON (BY TANK TANK
<br /> \�\ (BY TANK MMIF.) /
<br /> ,:
<br /> et Name
<br /> vv \\\\ `
<br /> z .- ; . . -. . . �:� �.. . . :. . .
<br /> o .. _ _. . _ _. _ 1 0 MIN. PEA GRAVII. .._ - .. . . .. . - . . . . . :.�• �- � �.;ii �.:._'_i' go
<br /> _ . . r_ . TRIPPER SCREEN . _. •>' . . ..- . •. . ,': ,:J�:.t .'•. - 09 TRAP ��.;+..'
<br /> she
<br /> . . ` . . ';� • ER SCREEN
<br /> 09
<br /> 7 INSTALLED OVER . (TYP- -
<br /> ' 1 GALLON
<br /> 2 000 70 000 A
<br /> TYPICAL1
<br /> COMPACTED SOIL :��7
<br /> \ � �\ \ .� .~ \` DOUBLE ALL FIBERGLASS TAN
<br /> K
<br /> b \ \ \ \ \ \ \ NMI
<br /> \ \ \ \ � OMNI
<br /> \ ; \ 0/m
<br /> \ INSTALLATION DETAILS
<br /> / \1 / iii/ /�G /\ y y � /moi` / /� /� / i,. . / �/ / / / G
<br /> 2, MIN END OF TANK TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2 MIN'
<br /> ® Sheet Nw ber
<br /> A: UNDERGROUND TANK SECTION DETAIL M . �yBC90 �
<br /> A SCALE: 1 /2" = 1 '_0"
<br />
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