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UST INSTALLATION NOTES 1 7"CONCRETE SLAB
<br /> AT 87.6 LB/CF
<br /> 1. REINFORCE CONCRETE SLAB WITH#4 BARS AT 16"O.C. REINFORCING BARgc;ei, va.va,
<br /> S TO BE NO LESS THAN 2"NO
<br /> MORE THAN 4"FROM SURFACE- gal .:=F`x- 6a I s;:E° Ella el i
<br /> 2. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH(2)#6 REBAR 60"IN LENGTH EACH SIDE. PLACE
<br /> REBAR 6"FROM SIDES OF MANHOLE-
<br /> 3. SINGLE 1"CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT SUMP&BUILDING WIRING
<br /> TROUGH.CONTAINS LINE VOLTAGE WIRING. = ° .
<br /> ' •u° ..
<br /> g 00
<br /> 4. SINGLE 1"CONDUIT TO EACH TANK. LOOP HOME RUN FROM INTERSTITIAL SENSOR LOCATION TO
<br /> ¢g"e°e@°°°a6eege,,a.:e"%S�! 4gm:«$�"='J:i;c:i;-{;•;ii-Er'.
<br /> CONTAINMENT SUMP SENSORS AND TANK GAUGES- PROVIDE SEAL-OFF IN BUILDING AND AT TANK.
<br /> architecture
<br /> UTE TO INTRINSICALLY SAFE TROUGH IN BUILDING.CONTAINS ONLY LOW VOLTAGE WIRING FOR
<br /> e n g i n e e r i n g
<br /> SENSORS.
<br /> 5. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN 118"&MAX OF 314"IN SIZE,
<br /> 1-+lB & Associ,,+es, .Ltd.
<br /> EE OF CLAY,SLAG, CINDERS, OR DEBRIS.ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S
<br /> AND OWNERS FIELD REPRESENTATIVE. 867 Pacific Street,Suite 120
<br /> San Luis Obispo,CA 93401
<br /> 6. TANK PAD ph 805.540.5240
<br /> MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUST COVER THE FOOTPRINT OF THE I BUOYANCY CALCULATIONS(20,000 GALLON TANK)
<br /> fax 805.540.5241
<br /> soc.co
<br /> www.LHBassoc.com
<br /> cam
<br /> TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN,AND TO PREVENT ACCIDENTAL DRILLING I I - "
<br /> INTO TANK. ljL CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> I— "CONTAINMENT SOLUTIONS"TANK WITH SPHERICAL ENDS-
<br /> 7. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY.SQUARE CORNERS WHERE MEETING CONCRETE. w (10'NOMINAL)
<br /> 2 I o TANK LENGTH: 3T-5 112"
<br /> >- TANK DIAMETER: 10'-0" O P�OFESS�Ok9
<br /> 8. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS AND NUMBER OF PRODUCT LINES- 4' b5'
<br /> \ TRY 36'-0"DFADMAN, EACH SIDE, 18"WIDE x 8"HIGH , S $S <
<br /> SUMPS I m �� _q
<br /> 9. THE PROPOSED FUEL STORAGE SYSTEM SHALL BE A XERXES SYSTEM(OR APPROVED EQUAL)WITH i I z EMPTY TANK UPLIFT- - 19,951 GAL =2,667 CU FT � � 4 �
<br /> DOUBLE WALL,TURBINE ENCLOSURE, FIBERGLASS HYDROSTATIC TANK WITH LEAK DETECTION 7,48 GALICF
<br /> O cr Z
<br /> SENSORS,AND MEET OR EXCEED ALL CALIFORNIA TITLE 23 AND CUPA REQUIREMENTS. I 2,667 CU FT X 62.4 LBS/CF- 166,436 LBS(DISPLACED WATER) No.78916 -
<br /> I
<br /> 2 * exp. 03118
<br /> TANK SUMP UPLIFT=(2)X 3 14 X 2' X 4'= 100.5 CU FT
<br /> NqT Gl V 4 F�\�
<br /> 100.5 CF X 62 4 LBSI CU FT=6,271 LBS(DISPLACED WATER)= OF CAO= TOTAL TANK UPLIFT= 166,436 LBS+6,271 LBS= 172 7�07 LBS f
<br /> I I
<br /> HOLD DOWN CALCULATION
<br /> I I
<br /> i 1 TANK SLAB : CONSULTANTS
<br /> I
<br /> .58'X 14-fl'X 42'=341 CU FT
<br /> 341 CU FT X 87 6 LBSI CU FT=29,872 LBS
<br /> TANK 2. CUBED BACKFILL ABOVE TANKS
<br /> 1010 4'X 10.0'X 37-5'= 1,500 CU FT-100,5 CU FT= 1,399.5 CU FT
<br /> 9'750# GF2A FL 1,399.5 CU FT X 57.6 LBSI CU FT=80,611 LBS I
<br /> COLUMN 3. CURVED BACKFILL ABOVE TANK
<br /> i O I
<br /> \4 3.14X5.0'2X375'=2,9438 CU FT
<br /> 10-0'X 10,0'X 37.5'=3,750.0 CU FT
<br /> .67'x 1.5'x 36' S I 3,750,0 CU FT-2,943.8 CU FT=806,2 CU FT=403-1 CU FT
<br /> QEADMAN I I 2 FESS/
<br /> 403.1 CU FT X 57.6 LBSI CU FT=23,219 LBS) QfLO O
<br /> J 4.GRAVEL COLUMN ABOVE DEADMEN: (�� S 8S �
<br /> I 1-5'X 14,5'X 36.0'X 2- 1,566 CU FT
<br /> 1,566 CU FT X 57-6 LBSI CU FT=90,202 LBS v�
<br /> 5. CONCRETE DEADMEN: w X No. 78916
<br /> 0.67'X1.5'X36,0'=36.2 CU FT K e . 03118 '
<br /> 36.2 CU FT X 87.6 LBSI CU FT X(2)=6,342 LBS
<br /> 6, DRY WEIGHT OF TANK: 9,750 LBS L 01
<br /> Cf
<br /> TOTAL HOLD DOWN 239.999 LBS 1 9TF OF C0
<br /> TOTAL HOLD DOWN: 239,999 LBS=1.39 SAFETY FACTOR
<br /> TOTAL TANK UPLIFT: 172,707 LBS
<br /> REVISIONS
<br /> 1 PLAN CHECK#16-3684
<br /> 07 DECEMBER 2016
<br /> SUBMITTAL DATES
<br /> OWNER:
<br /> 2 1 4 03/29/2016
<br /> FS-5 FS-5 FS-5 6 REG, AGENCIES
<br /> FS-5 FS-5
<br /> 0.T.B.
<br /> A.C. PAVING TANK SLAB iE: < z 24"
<br /> N a TYP. -
<br /> \ PROJECT NO,
<br /> 15-13-001
<br /> DRAWN BY.
<br /> V 4 da G. 44.
<br /> d 4 � AFS
<br /> a d.
<br /> 4
<br /> _-
<br /> I"CONDUIT LOOPS TO 40, CHECKED BY:
<br /> e -
<br /> SUMPs (ra ° JRB
<br /> 1"CONDUIT HOMERUN I o I O O O o O o
<br /> - TO BUILDING f
<br /> - 4"SCH 40 PVC OR FRP o
<br /> RISER TOGRADE
<br /> o \°° ° 0 0 o°V° O
<br /> it I Q o °
<br /> - 0 4"BLACK STEEL RISER O I II ° $o Q o. Q °o a a01
<br /> 0° °
<br /> -= So O MONITOR LIQUID SENSOR
<br /> TYPICAL f O O ° o°° 0 0 0° \
<br /> - o DUAL FLOAT � I I I ° ° � -
<br /> _ _ o o. I ° o ° F m
<br /> _ DUAL FLOAT ! W Ln
<br /> ° HYDROSTATIC O °o°° ° HYDROSTATIC °O ° W �
<br /> I EI I- o°°° MONITORING SENSOR I ° °o-° MONITORING SENSOR o 0 o e° o ° ° ° ° -
<br /> _ HYDROSTATIC O I o 0 o a° - i
<br /> RESERVOIR _y� o - - O ° o o°°' o - -
<br /> - -- - 0 Z
<br /> NO z
<br /> TT NG EIRACTOFF\\ =o o - j U
<br /> /\ TANK LEVEL GAUGE - - \\
<br /> 0 U
<br /> ALARM�90% O
<br /> CAPACITY OVERFILL VALVE SET O L
<br /> @90/ 0.)
<br /> I
<br /> I I \ Z
<br /> _ 1
<br /> BACKFILL WITH o 0 20,000 GALLON y
<br /> PEAGRAVEL AS PER a °° y _ _
<br /> REGULAR l ° o -
<br /> TANK MANUFACTURER •'�o°°°° °� I I UNLEADED E
<br /> SPECIFICATIONS -
<br /> °
<br /> TYPICAL \ o°°0 4 STRAIGHT DROP TUBE
<br /> i I °0
<br /> TRAPPER SCREEN '
<br /> TYPICAL , , a
<br /> SHEET TITLE
<br /> LLa
<br /> ° ° o �\ = z
<br /> ° �/ - 20,000 GALLON
<br /> o ��= -- - - - N
<br /> °
<br /> _ - -
<br /> DOUBLE IWLSA
<br /> LL 1 I W° FIBERGLASS
<br /> o. OO °
<br /> oDo°° O . ° ° °
<br /> a0 o° o 0 o 0 12x12xdG� STEK b 0° °
<br /> QO '� °� 0 °TANK SHALL BE SET LEVEL TANKINSTALLT �MANFACT E°° °0 ° °
<br /> _
<br /> 1 - -
<br /> -iI= - _ _ - - - - _ _ - _
<br /> �� - - - _- -
<br /> - I I _ - = I=III_ __ __ \ 11=1 I ==_-= -_ I Imo' 2
<br /> aj
<br /> (4)12"x12"x11GA STEEL STRIKER PLATES-/
<br /> TYPICAL UNDER OPENINGS WITH MANWAYS BY
<br /> TANK MANUFACTURER SHEET NO.
<br /> END OF TANK
<br /> 2 0 MEN.
<br /> EXCAVATION TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2'4"MIN, �
<br /> _
<br /> ONLY EXCAVATION o FS-4
<br /> ONLY u
<br /> i�
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