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Sheet Notes
<br /> n
<br /> 1. - TANK(S): ` • '
<br /> SHALL BE UNDERWRITERS LABORATORY LISTED (UL1316) AS CALLED FOR ON THE SITE SPECIFIC DRAWING 6. - DROP TUBE CRITICAL DIMENSION:
<br /> OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL
<br /> FIBERGLASS REINFORCED PLASTIC (FRP) AS MANUFACTURED BY XERXES CORPORATION. INSTALLATION OF AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. 10. - PREFABRICATED ASSEMBLIES:
<br /> TANKS AND PIPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7. - TURBINE & FILL SIDE SUMP SENSORS: A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH PREFABRICATION ASSEMBLY,
<br /> CERTIFYING THAT THE ASSEMBLY OR STRUCTURE IN QUESTION HAS BEEN INSPECTED MEETING 13. MALLEABLE IRON FITTINGS:
<br /> 2. - PIPING PENETRATIONS: TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO THE REQUIREMENT OF THE CODE. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL' (FORMALLY "GRINNELL") OR EQUAL
<br /> ALL PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE CENTER OF THE SUMP, NOT TO EXCEED SUMP IS MADE AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA 1/2" MAXIMUM FROM
<br /> 15' ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION BOTTOM OF SUMP. SENSOR HOLDER PERMANENTLY MOUNTED TO SUMP WALL. PRODUCT PIPING TO 11. - TANK STABILITY: SPECIFICATIONS AS FOLLOWS:
<br /> FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP DISPENSERS, PRODUCT PIPING CROSS CONNECTION BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS TANK STABILITY SHALL BE CHECKED AGAINST FLOATATION. B IR
<br /> DIMENSIONS MATERIAL THREAD PRESSURE RATING kry
<br /> SIDE WALLS MUST BE SEALED WITH BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY ARE DESIGNED TO ENTER THE SAME SIDE OF THE SUMP AS SHOWN. IF PRODUCT PENETRATION ENTERS 12, - RISER GROUNDING: M.I. FITTINGS
<br /> TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS ON BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP WILL BE ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED. (TEES, ELBOWS) Er
<br /> APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S ENGINEER MUST REQUIRED TO BE INSTALLED. CLASS 150/PN 20 ASME 816.3 ASTM A-197 ASME 8.1 20.1 ASME 816.3
<br /> SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL BE PAID. 8, - MANHOLE CROWNS: 13 O DDEN TES: LISTED ON SHEEP TKS-1 M.I. UNIONS
<br /> 3. - PIPING TESTING: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE
<br /> NOT USED TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN CLASS 150/PN 20 ASME 816.39 ASTM A-197 ASME 9.1 20.1 ASME 816.3 NOB HILL
<br /> OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. STEEL PIPE NIPPLES " - FOODS
<br /> a NOT USESIPHON D.
<br /> CLASS 150/PN 20 ASTM A733 ASTM A-53 ASME 8.1 20.1 ASME 816.3
<br /> 9. - METHANOL/ETHANOL COMPATIBILITY: (F OR E)
<br /> 5• - FILL AND VAPOR CAP HEIGHT TO GRADE: FOR ALL METHANOL/ETHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS STEEL
<br /> THIS DIMENSION IS CRITICAL AND MUST BE ADHERED T0. CONTRACTOR WILL BE REQUIRED TO REINSTALL SHALL BE METHANOL/ETHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE. CLASS P150 PN 20 N/A ASTM A-53 ASME B.1 20.1 ASME 816.3 4 � @yll
<br /> PE
<br /> AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. /
<br /> SCHEDULE 40 (F OR E) 9 Q
<br /> D111
<br /> 2 , 000 GALLON, a PRE AII� M UNLEADED D a D a 10 , ROa GALLON D aDIESEL D a
<br /> A7 J_ 500 WEST CAPITOL AVENUE
<br /> fz' WEST SACRAMENTO, CA
<br /> 4 95605
<br /> \ _ _ P.O. BOX 15618 SACRAMENTO, CA
<br /> 16' 22 3° OVER 2" DOUBLE WALL 16" TK3-1-1 > _� }
<br /> VENT LINE TO RISERS 3" OVER 2" DOUBLE WALL 95852
<br /> VACUUM MONITORED 22
<br /> 70VWFI��,
<br /> 2 ( ) w� VENT LINE TO RISERS 7" CONCRETE SLAB AT TK3-1 I \ 0 I (VACUUM MONITORED) 1 87.6 LB/CF REVISIONS
<br /> \� z
<br /> Z m " 3" OVER 2" DOUBLE 44.25'
<br /> 22 3" OVER 2" DOUBLE o I = _ "' 22
<br /> WALL PRODUCT LINE I ='
<br /> =--- _ �'�' WALL PRODUCT LINE T
<br /> ° I 19 yya TO DISPENSERS 39 ACCESS ° I 19 I 1: DISPENSERSA
<br /> (VACUUM MONITORED) MANHOLE y 1„ (VACUUM MONITORED) /g
<br /> T
<br /> II II I I I 4' DIA. I '� i
<br /> I . 4
<br /> - '---- SUMP
<br /> I I I DUAL FLOAT 4 I I
<br /> HYDROSTATIC 38 TK3-2 I I U°" i' I O O I 2 4' MIN.
<br /> MONITORING I " ? ( I z�,
<br /> N" SENSOR IN" i I I BURY DEPT.
<br /> 34
<br /> "�""-`� SUMP MONITORING LIQUID
<br /> 2 34 SUMP MONITORING LIQUID / I TANK I 4 1.5' GRAVEL ae} G / '
<br /> TK3-2 33 TANK LEVEL 34 / 33 TANK LEVEL 34 10.5' DIA. V
<br /> GA�E SENSOR (SEE NOTE #7) / - - - GAUGE SENSOR (SEE NOTE #7) i 11,700 LBS I COLUMN HA c�
<br /> - / 4" OVER 3" DOUBLE WALL VAPOR
<br /> 22 LINE TO DISPENSERS
<br /> (VACUUM MONITORED ® 20K TANK ( 5 1 X 1.5' X 41.25' £ m /i
<br /> DEADMAN
<br /> 14 15 16 1 9 20 21 22 �
<br /> A 1 5 6 -- 11 1, A s ;
<br /> 0
<br /> - - - - - - - - - - 12" a y ?
<br /> Under round Tank Plan View ,3'-6" b• ' °HT1
<br /> HG ENG\N
<br /> g
<br /> :z'
<br /> ° 'LAND PLANNING AND DESIGN SPECIALISTS"
<br /> SCALE: 1/2" = V-0" 18215 72ND AVENUE SOUTH
<br /> 1 - / TANK WITH SPHERICAL
<br /> CALCULATIONS ( KENT, WASHINGTON 98032
<br /> --- TK3-2 - - - _ - - 18' 18' (425) 251 -6222
<br /> TK6-1 TANK SLAB ,3 CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> (TYP.)
<br /> TK3-2 I (TYp,) ENDS, 10.5 O.A. DIAM. (10 NOMINAL)
<br /> 1-1/2" MIN. CROWN I 1-1/2" MIN. CROWN TANK LENGTH: 40' 2-1/2" TANK DIAMETER 10'-6" SHEET TITLE
<br /> (TYP. ALL OPENINGS) I I (TYP. ALL OPENINGS) TRY 41'-3" DEADMAN, EACH SIDE, 18" WIDE X 12" HIGH
<br /> SEE NOTE j8 SEE NOTE #8 _ EMPTY TANK UPLIFT = 21,517 GAL = 2877 CU FT 221000 GALLON
<br /> •' d a° '• • n e o e °P • • °.i i ° a e °. °
<br /> 7.48 GAL./CF fir: f
<br /> 2877 CU FT X 62.4 LBS CF = 179,525 LBS (DISPLACED WATER) s DOUBLE WALL
<br /> `�� a.° I ° <� : ,•a 3" PEA e° <� °.` °a 3" PEA �%�.- /
<br /> GRAVEL MIN. GRAVEL MIN. 2
<br /> TANK SUMP UPLIFT = (2) X 3.14 X 2.0' X 4' = 100.5 CU FT ar°�
<br /> yT I 3' PEA I _ + (2) X 3.14 X 1.75'2X 4' = 77.0 CU FT ra FIBERGLASS TAN
<br /> GRAVEL MIN, I 1 I 3 w / (
<br /> TK3-1 TK3-1 n� � 177.5 CF X 62.4 LBS CU FT = 11,076 LBS DISPLACEDCED ) INSTALL DETAILS WATER)
<br /> BACKFILL WITH PEAGRAVEL }
<br /> DUAL FLOAT ° d � TOTAL TANK UPLIFT = 179,525 LBS + 11,076 LBS = 190.601 LBS }
<br /> HYDROSTATIC 38 I OR CRUSHED ROCK AS m
<br /> 4" BLACK STEEL RISERI MONITORING I I PER TANK MANUFACTURER HOLD DOWN CALCULATION
<br /> (SEE NOTE #12) SENSOR
<br /> _ SPECIFICATIONS. (TYP.) „ z 1
<br /> I Q TANK SLAB: .58' X 13.5 X 44.25' = 348.5 CU FT
<br /> EXTRACTOR FITTING 348.5 CU FT X 87.6 LBS/CU FT = 30.529 LB
<br /> 13 S
<br /> I I HYDROSTATIC WITH BAL FLOAT VALVE °' p 2� CUBED BACKFILL ABOVE TANK: BCE #12004
<br /> --___-,- _ _-- -- ------- RESERVOIR ___-- I ----- - --- -- - ------- 14 SET ® 98% CAPACITY
<br /> " ---- 4' X 10.5' X 0 25 90 5 CU FT 177.5
<br /> 5 4 _ ,6 - = 1513 CF
<br /> 1513 CU 7 X 57.6 LBS/ CU FT = 87,149 LOS
<br /> CU FT .
<br /> r 30 CURVED BACKFILL ABOVE TANK:
<br /> PROJECT NAME
<br /> EXTRACTOR FITTING \ - 2 T,
<br /> 1 \ 13 WITH BAL FLOAT VALVE / 3.14 X 5.25' X 40.25' = 3,483.5 CU FT
<br /> - �- 13 EXTRACTOR FITTING e - - 10.5' X 10.5' X 40.25' = 4,437.5 CU FT
<br /> 14 SET ® 98% CAPACITY
<br /> WITH BAL FLOAT VALVE - -'� 4,437.5 CU FT - 3,483.5 CU FT = 954.0 CU FT_ 4770 CU FTt, 1� EY'S
<br /> 14 SET ® 98% CAPACITY STRAIGHT DROP 12 TANK LEVEL 2 p � �
<br /> SUMP LIQUID MONITORING TUBE 33 GAUGE LOCATED AT 477.0 CU FT X 57.6 LBS/ CU FT = 27.475 LBS + T 1i'�56
<br /> w ® GRAVEL COLUMN ABOVE DEADMEN: 3
<br /> SENSOR (SEE NOTE #7) 34 i i II 90% CAPACITY I 1.5' X 14.5' X 4A13O X 2 = 1,751 CU FT
<br /> I I II TANK LEVEL GAUGE I I SUMP MONITOR LIQUID II I ¢ 1,651 CU FT X 57.6 LBS/ CU FT = 100.858 LBS
<br /> II 33 ALARM AT 90% I I 34 SENSOR (SEE NOTE #7) I I 5) CONCRETE DEADMEN: J
<br /> I I II CAPACITY I I I II
<br /> 12 I I 1' X 1X41.25' = 61.9 CU FT
<br /> < .5'
<br /> II I I I I 61.9 CU FT X 87.6 LBS/ CU FT X (2) = 10.845 LBS
<br /> II II I 3DRY WEIGHT OF TANK: 11.700 LBS
<br /> II II II II II 6 N � + a,
<br /> I I II I I TOTAL HOLD DOWN: 268.556 LBS
<br /> II
<br /> w TOTAL HOLD DOWN: 268.556 LBS = 1.41 SAFETY FACTOR FRONTAGE ROAD &
<br /> I I I N TOTAL TANK UPLIFT:II 190,601 LBS 'I I I N MORADA LANE
<br /> II z STOCKTON, CALIFORNIA
<br /> PROJECT NO.
<br /> • (2) 12"X12"x11GA STEEL STRIKER N
<br /> BUOYANCY CALL
<br /> 45' MAX. � � 45' MAX. � (2) 12'X12"x11GA STEEL STRIKER 2.3208.000
<br /> N - PLATES (BY TANK MALn
<br /> NE) N - PLATES (BY TANK MANE) / 22 , 000 GAL. TANK'
<br /> Ln
<br /> i DRAWN BY
<br /> SCALE: NOT TO SCALE
<br /> :..° .,. .
<br /> % (4) 12"X12"x11GA STEEL STRIKER (4) 12"X12"x11GA STEEL STRIKER ..
<br /> PLATES TYP. UNDER OPENINGS W/ PLATES TYP. UNDER OPENINGS W/ yw z SCALE
<br /> TRAPPER SCREEN TRAPPER SCREEN e w. o
<br /> MANWAYS (BY TANK MANF.) MANWAYS (BY TANK MANF.) :, % o ASSHOWN
<br /> END OF TANK (TYP.) (TYP.) i . w
<br /> X1n ?a M DATE
<br /> 2' MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER END OF TANK 2' MIN. �� 1H P. 8 23 JUNE 2005 2m
<br /> EXCAVATION X
<br /> ONLY N Q #,x ® PAGE NO.
<br /> Underground Tank Section Detail 129000/ 10 , 000 Gallon Split 4 CIVI ` I
<br /> A SCALE: 1/2" = 1'-O" (� e T K2-2
<br /> SHEET OF
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