|
UST INSTALLATION NOTES 1 7"CONCRETE SLAB /
<br /> AT 87.6 LB/CF �
<br /> 1. REINFORCE CONCRETE SLAB WITH#4 BARS AT 16"0. REINFORCING BARS TO BE NO LESS THAN 2"NO i
<br /> MORE THAN 4"FROM SURFACE.
<br /> 2. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH(2)#6 REBAR 60"IN LENGTH EACH SIDE. PLACE �/�
<br /> REBAR 6"FROM SIDES OF MANHOLE. J /K/ (((/�,e r,V
<br /> 3. SINGLE 1"CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT SUMP d BUILDING WIRING
<br /> TROUGH. CONTAINS LINE VOLTAGE WIRING.
<br /> �� �� archit "eering
<br /> 4. SINGLE 1"CONDUIT TO EACH TANK.LOOP HOME RUN FROM INTERSTITIAL SENSOR LOCATION TO I iii"' / e n g i nee r i n g
<br /> CONTAINMENT SUMP SENSORS AND TANK GAUGES. PROVIDE SEAL-OFF IN BUILDING AND AT TANK. ,'
<br /> ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING.CONTAINS ONLY LOW VOLTAGE WIRING FOR
<br /> SENSORS. /
<br /> L}-IB & ,Associcntes� Ltd.
<br /> RECEIVED
<br /> 5. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN 1/8"8 MAX OF 3/4"IN SIZE, 867 Pacific Street, Suite 120
<br /> FREE CLAY,SLAG,CINDERS,OR DEBRIS.ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S San Luis Obispo,CA 93401
<br /> AND OWNERS FIELD REPRESENTATIVE. ph 805.540.5240
<br /> 6. TANK PAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUST COVER THE FOOTPRINT OF THE BUOYANCY CALCULATIONS(20 000 GALLON TANK) kA 2 2 2018 fax 805.540.5241
<br /> TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN,AND TO PREVENT ACCIDENTAL DRILLING I
<br /> www.LHBassoc.com
<br /> CALATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> INTO TANK I ' F CUL
<br /> "CONTAINMENT SOLUTIONS"TANK WITH SPHERICAL ENDS. ENVIRONMENTAL
<br /> 7. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY, SQUARE CORNERS WHERE MEETING CONCRETE. �- w TA NOMINAL) HEALTH DEPARTMENT
<br /> O TANK LENGTH:37'-5 1/2" _ � �
<br /> > q S BF,1
<br /> 8. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS AND NUMBER OF PRODUCT LINES. (2) O TANK DIAMETER: 10'-0" �S/
<br /> \ SUMPS m TRY 36'-0"DEADMAN,EACH SIDE, 18"WIDE x 8"HIGH
<br /> 9. THE PROPOSED FUEL STORAGE SYSTEM SHALL BE A XERXES SYSTEM(OR APPROVED EQUAL)WITH z EMPTY TANK UPLIFT= 19.951 GAL =2,667 CU FT ti0� �O
<br /> DOUBLE WALL,TURBINE ENCLOSURE, FIBERGLASS HYDROSTATIC TANK WITH LEAK DETECTION 7.48 GAL/CF ray O .-
<br /> SENSORS,AND MEET OR EXCEED ALL CALIFORNIA TITLE 23 AND CUPA REQUIREMENTS. 2,667 CU FT X 62.4 LBS/CF=166,436 LBS(DISPLACED WATER) ir No.78916 P
<br /> * e . 03/18
<br /> XA I ___� A TANK SUMP UPLIFT=(2)X 3.14 X 2'2 X 4'= 100.5 CU FT (P ` �Q
<br /> yT I
<br /> 100.5 CF X 62.4 LBS/CU FT=6,271 LBS(DISPLACED WATER) F OF CAL\FO
<br /> O O TOTAL TANK UPLIFT=166,436 LBS+6,271 LBS= 172,707 LBS 1
<br /> I I
<br /> HOLD DOWN CALCULATION
<br /> CONSULTANTS
<br /> 1.TANK SLAB:
<br /> .58'X 140'X42'=341 CU FT
<br /> 341 CU FT X 87.6 LBS/CU FT=29,872 LBS j
<br /> TANK 1 5, 2.CUBED BACKFILL ABOVE TANKS
<br /> 1010
<br /> D 0 GRAVEL 4'X 10.0'X 37.5'=1,500 CU FT-100.5 CU FT= 1,399.5 CU FT
<br /> 9,750# 1,399.5 CU FT X 57.6 LBS/CU FT=80,611 LBS j
<br /> O6 COLUMN 3.CURVED BACKFILL ABOVE TANK
<br /> 4O 3.14X5.0'2X37.5'=2,943.8 CU FT
<br /> I 10.0'X 10.0'X 37.5'=3,750.0 CU FT
<br /> .67'x1.5'x36'
<br /> 3,750.0 CU FT-2,943.8 CU FT=806.2 CU FT=403.1 CU FT
<br /> S 2
<br /> DEADMAN 403.1 CU FT X 57.6 LBS/CU FT=23,219 LBS j �IpFFSS/O°,
<br /> \ 4.GRAVEL COLUMN ABOVE'X 2=1, � � .1 S BSA�O`
<br /> 1.5'X 14.5'X36.01,566 CU FT �
<br /> 1,566 CU FT X 57.6 LBS/CU FT=90,202 LBS j uJ O
<br /> _ 5. CONCRETE DEADMEN: C3 irLu A
<br /> *
<br /> 0.67'X 1.5'X 36.0'=36.2 CU FT a 78/16 e . 03/18
<br /> 36.2 CU FTX 87.6 LBS/CU FTX(2)=6,342 LBS j
<br /> 15:DRY WEIGHT OF TANK: 9,750 LBS
<br /> yT I VVV III
<br /> F' TOTAL HOLD DOWN 239,999 LBS j F OF CALNFO
<br /> `j TOTAL HOLD DOWN: 239,999 LBS=1.39 SAFETY FACTOR
<br /> TOTAL TANK UPLIFT: 172,707 LBS
<br /> REVISIONS
<br /> PLAN CHECK#16-3684
<br /> 07 DECEMBER 2016
<br /> QENGINEERING PLAN CHECK
<br /> 2 #16-3684,3685 29 MARCH 2016
<br /> QSJC EHD PLAN CHECK
<br /> #SR0076222 8 NOVEMBER 2017
<br /> SUBMITTAL DATES
<br /> OWNER:
<br /> 03/29/2016
<br /> -1I-III11--_-II-i1I--1I1I-I1--IIIII1IIIIIII1I----I-_III1II1II---III1IIIII1 IIII-----1II
<br /> F Na
<br /> • ..
<br /> � I �( 2 alll °•o °o ° a ° • a o•° O � �_ ° � ° n
<br /> • I /_ - - 1 6
<br /> o
<br /> ° °°• . ..° ° II11=1I1I1II11_=IIII1III=1_I11I II1II11--I_-1IIII11III_=1_
<br /> II111II11--
<br /> I1I11
<br /> I1
<br /> -
<br /> II
<br /> II ORE.TG.B. AGENCIES CI:
<br /> ES
<br /> FS-5 FS-5 FS-5
<br /> A.C. PAVING TANK SLAB 24"
<br /> TYR PROJECT NO.
<br /> 3 3
<br /> 15-13-001 F0S-1o DRAWN BY.
<br /> °. 4 . CHECKED BY
<br /> 1"CONDUIT LOOPS TO fIII-II - II SUM °. _ JRB
<br /> 1"CONDUIT HOMERUN O O p ! II _ I1_1II
<br /> -1 I -I I -I I I--
<br /> TO BUILDING o o. o 0 o. o'°I %0*4"SCH 40 PVC OR FRP o o° o
<br /> RISER TO ' ° 0.
<br /> ° °o, ° ° °° , O Co..o ° °GRADE 0.
<br /> 4"BLACK STEEL RISER PRODUCT PIPING •Q
<br /> -I- - SUMP MONITOR LIQUID SENSOR VENo o °°-1 _III-111 O o o. ••
<br /> o•II I o °O
<br /> o ° °° TYPICAL ° 1=1 1I`1-III=I1 ° o
<br /> I-II - R ° o° o ° I- M
<br /> ° -O ° II II �I w°°• ° o o• Q
<br /> HYDROSTATIC ° -11 1=1 1 I 11 I_=
<br /> 00,
<br /> RESERVOIR _I -II I U K Of
<br /> -11-11 ° ° o ° Q
<br /> ' ;o oII = II-III- W o -
<br /> = o•°•° oo
<br /> 1lII-_III • �� �II I-III-III-I F-
<br /> I Wf \ o ° _
<br /> 1IERACTOO
<br /> ,� ° ° III-III-III OWN Z
<br /> _ F TTING o I-III-III-
<br /> VIII-III / .1 GPH MAG PROBE \ - - - - \\ III-III- c� O U
<br /> _ TANK LEVEL GAUGE OVERFILL VALVE SET \ I-III-III- G p W
<br /> I (dJ 95Yo \ � i-
<br /> III=III-I
<br /> 1111111111115
<br /> PEAGRAVEL AS PER
<br /> BACKFILL WITH -III- 0 ° • o / 1 -III-III- V
<br /> e o° 20,000 GALLON
<br /> _ o • REGULAR II •°'o III-III
<br /> - I
<br /> TANK MANUFACTURER 1 -111-I .'o°o °O I UNLEADED I-II-I
<br /> SPECIFICATIONS -111-I ° I I STRAIGHT DROP TUBE /I o -I -
<br /> -TYPICAL -1 I I-III 0 •o
<br /> _ � � I-III-I�
<br /> -III-IIIIII-III_
<br /> -111- ° Oo.
<br /> °° ° \ TRAPPER SCREEN _
<br /> -III-III `°° TYPICAL
<br /> SHEET TITLE
<br /> °
<br /> -_ - °°'°°° ° O N _ I I_I I- n
<br /> =11 11I 1 ° • o °° ��� _ // I-III-I c 20,000 GALLON
<br /> III-I ° � �i -III= DOUBLE WALL
<br /> :III=III o 0
<br /> _ _ _ _ - - - - - - - - - - - - - - - - =11 ' LL FIBERGLASS
<br /> -III-I - - - - - - - - - - _ _ _
<br /> III-III o ° Oo.°•Qo.°o 00 ° oO1° O °O =Oo ° OOeoo o oO q. oo° O oo Q Oo• ° ° ° ° °•°•° ��°°'°•° O • o° °o • °C,.QST L ° o °
<br /> _ ° o (2)f,2"x,2"xJ��c7 � ° °•'° III=11 K TANK INSTALL
<br /> -11 I-I ° o °O °° OO TANK SHALL BE SET LEVEL O ° 0 O °O ° 0••° ° o• • o O TI MANI}FACTbR'° ° Ro°oo:° ° 4 0
<br /> I-
<br /> ' � m � DETAILS
<br /> - - C
<br /> -1 i_I I I-III III-I I_I I-III-III-III-III-III I I I_I I -I I_I I ;III-III_III-III_III-III-III_III-III-III_III-III_III_III-III-III-III-I I_I I I-III-I - - - - - - - - - - - - °
<br /> _ --= I_I I_I I-III-III-III-I I I_I I I I I_I I_I 111 I;
<br /> -1 I -III iii=� �- III =1 I-1 -1 I -1 I-1 I-1 1=i III III_III_III-I I I_I , I I I II I I I_I -I I_I I I=-I I_I I-III-1 _III-III ,
<br /> =1 I I-1 I I-1 I I-I I I II ,I I 1=1 I I-I I-- I .III-
<br /> (4)12"x12"x11GA STEEL STRIKER PLATES III- I=1 I -I I 1-1 I I_ I I-1 I I- (-
<br /> TYPICAL UNDER OPENINGS WITH MANWAYS BY -III-III-' I-
<br /> a SHEET NO
<br /> TANK MANUFACTURER END OF TANK
<br /> MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER T-0°MIN. o
<br /> EX ONLY ION ONLYION FS-4
<br /> O)UqN[DERGROUND TANK SECTION (20,000 GALLON)
<br /> SCALE: 1/2"=1'-0"
<br />
|