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1 7"CONCRETE SLAB
<br /> AT 87.6 LB/OF
<br /> 2'-0"
<br /> 02
<br /> 37'fi" 2'-
<br /> .............
<br /> ,
<br /> �,.mie
<br /> 246 BARS i•3s:;e. '"s E:,ie.•"i??='f:i;:::;z(':,ei`t[
<br /> EACH SIDE OF
<br /> MANHOLE 1,a.;
<br /> I
<br /> t-.. r "---------------------------------
<br /> ------------------------------------------------------------- o a r c i t e C t u r'.e
<br /> = --- engineerin
<br /> " b'
<br /> SUBMERSIBLE I �,
<br /> ! L+lB & Associated ,Lfc�.
<br /> i 48" FILL/VENT 42"- I 31,
<br /> 867 Pacific Street,Suite 120
<br /> PU METER RMP DIAMETER SUMP I I CLEAR
<br /> DIAMETER SUMP TYPICAL i San Luis Obispo, CA 93403
<br /> I TYPICAL MIN
<br /> 1 I I I TYP. ph 805,544.5240
<br /> fax 805.540.5241
<br /> ! #4 BARS AT www.LHBassoc.com
<br /> w I FS
<br /> 4 i;,"r, r"ti�j 16"O.C. isl
<br /> 2 I p
<br /> I { ) _ EACH WAY
<br /> I 4'DIA- O I I o
<br /> SUMPS m
<br /> I z i I F5 3 I1 q?,0V ES 810
<br /> 20,000 GALLON I , f FS-3 �O S $E
<br /> I v REGULAR I {' 8,000 Gff��LLON `\ CSF 9� Cy
<br /> UNLEADED I PREMUM t2
<br /> ., AAAIIIIII
<br /> ! UNLE DED
<br /> I
<br /> ---- ------ ------ w No. 7891
<br /> I 12,000 DI L N C0 +z
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<br /> CtV11-OBSERVATI
<br /> c� Op GAS-\
<br /> I PER DETAIL 03 FS-5LL RESERVOIR CONTROL POINT
<br /> -SPACING PER
<br /> BRINE
<br /> TYPICAL OF(2) SOILS REPORT RESERVOIR
<br /> ! -IF REQUIRED BY LOCAL
<br /> I
<br /> TANK JURISDICTION CONSULTANTS
<br /> I �
<br /> I
<br /> I 1Q0 1.5'
<br /> 11,425# GRAVEL
<br /> ! OCOLUMN
<br /> 6 I
<br /> I � I
<br /> ! I
<br /> 67'x 1.5'x 36' 5
<br /> DEADMAN ; 2 UNDERGROUND TANK PLAN
<br /> I SCALE: 114"=1'-D"
<br /> I
<br /> I
<br /> BUOYANCY CALCULATIONS 24 OOO GALLON TANK)
<br /> CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> "CONTAINMENT SOLUTIONS"TANK WITH SPHERICAL ENDS.
<br /> (1D'NOMINAL)
<br /> TANK LENGTH:37'-5 112"
<br /> TANK DIAMETER: 10'-0"
<br /> TRY 36'-0"DEADMAN, EACH SIDE, 18"WIDE x 8"HIGH
<br /> REVISIONS
<br /> 1 PLAN CHECK#16-3684
<br /> PTY TANK UPLIFT= 19,951 GAL =2,667 GU FT � 07 DECEMBER 2016
<br /> 7-48 GALICF
<br /> 2,567 CU FT X 52.4 LBS/CF= 166,436 LBS(DISPLACED WATER)
<br /> TANK SUMP UPLIFT=(2)X 3.94 X 2'2 X 4'=100.5 CU FT
<br /> 100.5 OF X 62.4 LBS/CU FT=6,271 LBS(DISPLACED WATER)
<br /> TOTAL TANK UPLIFT=166,436 LBS+6,271 LBS= 172,707 LBS p
<br /> HOLD DOWN CALCULATION
<br /> 1, TANK SLAB
<br /> 14.0'X42'=341 CU FT
<br /> SUBMITTAL DATES
<br /> IL
<br /> 341 CU FT X 87.6 LBS/CU FT=.29,872 LBS 1
<br /> OWNER:
<br /> 2.CUBED BACKFILL ABOVE TANKS _ 03129/2016
<br /> 4'X10.0'X37.5'= 1,500 CU FT-100.5 CU FT= 1,399.5 CU FT 2 1 5 1 7
<br /> 1,399.5 CU FTX 57.6 LBS/CU FT=80,611 LBS � FS-5 1 4 1 6 REG. AGENCIES
<br /> 3- CURVED BACKFILL ABOVE TANK FS-5 FS-5 FS-5 FS 5 FS-5 FS-5
<br /> FS-5 FS-5
<br /> 3.14 X 5A'2 X 37.5'=2,943.8 CU FT
<br /> 10.0'X10-0'X37.5'=3,750.0 CU FT v OTB .
<br /> 3,750.0 CU FT-2,943.8 CU FT=806.2 CU FT=403.1 CU FT A.C. PAVING TANK SLAB - o ¢ Z 24"
<br /> 2
<br /> iv [ } �u TYP. --
<br /> 4D3-1 CU FTX 57.6 LBS/CU F7=23,219 LBS) 9FZOFESSIO �' >_ p / \ \ PROJECT NO.
<br /> 4. GRAVEL COLUMN ABOVE DEADMEN: �O S B (
<br /> 15-13-001
<br /> 1.5'X14.5'X36.0'X2= 9,566 CU FT
<br /> 11566 CU FTX 57.6 LBS/CU FT=.90,202 LBS c� O C ° a q --�� a d d DRAWN BY:
<br /> 5. CONCRETE DEADMEN: - � [r Z - a .4 4 a � 4
<br /> No. 78915 � �n - - a a 4 4 a d a. °
<br /> 0.67'X 1.5'X 36,0'=36.2 CU FT � e . 03118 � a � a a AFS
<br /> W 2 CU FT X 87.6 LBS/CU FT X(2)=6,342 LBS * * 1"CONDUIT LOOPS TO
<br /> 4 - CHECKED BY:
<br /> J
<br /> 6. DRY WEIGHT OF TANK 11,425 LBS ��T SUMPS
<br /> V1� I I I I JRB
<br /> TOTAL HOLD DOWN 241,674 LBS j F O� A�,FO I"CONDUIT HOMERUN -
<br /> G - TO BUILDING I c I I -
<br /> 4"SCH 40 FVC OR FRP I I I I J ° o
<br /> TOTAL HOLD DOWN: 241,674 LBS= 1.40 SAFETY FACTOR I I _
<br /> 71
<br /> TOTAL TANK UPLIFT 172,707 LBS - RISER TO GRADE - I I
<br /> -
<br /> 1I °. ° °
<br /> 4"BLACK STEEL RISER (
<br /> �- SUME MONITOR LIQUID SENSOR I77 I %% + ° o
<br /> i o.0 -TYPICAL �� I I I I I I o°°°o °O° -_ =1
<br /> I I I I C°° a°oo __-
<br /> I HYDROSTATICDUAL FLOAT I I II I I I I I o o ° d 1 - _ 00
<br /> IMONITOR NG SENSOR O I I I O I I I °O ° o I- Ww L0
<br /> O0
<br /> -� HYDROSTATIC I O I ii I I _
<br /> - °O° ° °°°°° ° ° RESERVOIR I I I I O I o.°° o° ° - I -
<br /> 00°°° o °o Z
<br /> _ - _ _ _
<br /> LL
<br /> EIRACTOR
<br /> F TTING E RACTOTTING
<br /> F�
<br /> TANK LEVEL GAUGE OVERFILL VALVE SET � � TANK LEVEL GAUGE � � - � \\ � O U
<br /> ALARM @ 90% ° OVERFILL VALVE ET \ �= I O W
<br /> / CAPACITY C 90°/n \ ALARM @ 90%
<br /> CAPACITY @ 90% \ CID I—
<br /> F4 I_�I =
<br /> � a
<br /> BACKFILL WITH = o ° ° ° I 12.000 GALLON + S.D00 GALLON 1 I`I
<br /> $ o o + DIESEL } PREMIUM �1 4
<br /> PEAGRAVEL AS PER I 11 UNLEADED yl _
<br /> TANK MANUFACTURER .'�o°a° °Q f � ° o
<br /> SPECIFICATIONSLEI `
<br /> -TYPICAL STRAIGHT DROP TUBE _
<br /> y STRAIGHT DROP TUBE �-
<br /> =1=9 °o ° ' I J °^ - I -
<br /> UST INSTALLATION NOTES a° o �� l �J =
<br /> ° TRAPPER SCREEN TRAPPER SCREEN / I=I
<br /> o°° n \\ TYPICAL TYPICAL I SHEET TITLE
<br /> 1. REINFORCE CONCRETE SLAB WITH#4 BARS AT 16"O.C. REINFORCING BARS TO BE NO LESS THAN 2"NO Ell °° ° \
<br /> MORE THAN 4"FROM SURFACE
<br /> 6 / /
<br /> 2. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH(2)#6 REBAR 60"IN LENGTH EACH SIDE. PLACE aO - � � � / -_
<br /> REBAR 6"FROM SIDES OF MANHOLE. - O ° Z a'ji / 20 000 GALLON
<br /> V N
<br /> 3- SINGLE 1"CONDUIT 70 EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT SUMP&BUILDING WIRING � O \ �� DOUBLE WALL
<br /> TROUGH. CONTAINS LINE VOLTAGE WIRING.
<br /> 4. SINGLE 1"CONDUIT TO EACH TANK. LOOP HOME RUN FROM INTERSTITIAL SENSOR LOCATION TO ° ° ° ° ° ° ° FIBERGLASS
<br /> CONTAINMENT SUMP SENSORS AND TANK GAUGES. PROVIDE SEAL-OFF IN BUILDING AND AT TANK, I-I o o°°° O° ° o°°° °° O ° °° ° ° (2)12"x12"x11 GA STEEL ° o °°° o. ° 0°0 0° ° o. o°°°°° w
<br /> o °� °O ° ° O °. 0 o°°°° °�° o ° o °O °o ° ° ° 12"x12"x�C SfiF p °°° o
<br /> ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR ° °o ° ° O °O O �°°° ° o°° o STRIKER PLATES BY �}} ° ° �°° 0 O I@I PV g p o , o.00 '.'.
<br /> ° o° ° ° TANK INSTAL L
<br /> SENSORS. ° ° TANK MANUFACTURER TANK SHALL BE SET LEVE1! O °� °° ° TK'MANl1f� 11
<br /> ACTb1R° ° �° ° '-
<br /> J� _ -
<br /> _ _ - - - _ - m
<br /> 5. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN 118"&MAX OF 314"IN SIZE, � ° DET
<br /> _ _ _ _ _ _ - _ _ _ - _ - AILS
<br /> FREE OF -
<br /> CLAY, SLAG,CINDERS,OR DEBRIS,ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S - I � -
<br /> AND OWNERS FIELD REPRESENTATIVE. � -- -
<br /> 0
<br /> I =i I-I I-; - - - -f I-I - - - - - - �I =
<br /> 6. 7 - I � �-� II_ - I I - v
<br /> TANK PAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUST COVER THE FOOTPRINT OF THE - - - -~ =�� I - -j i:_-_ �_ - - -I S
<br /> TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN,AND TO PREVENT ACCIDENTAL DRILLING I
<br /> INTO TANK. �I I I- I i- I I- I - I IE �� o
<br /> (4)12"x12"x11GA STEEL STRIKETYPICR PLATES - I -_
<br /> {4) 12"x12"x11GA STEEL STRIKER PLATES -I -�
<br /> AL UNDER OPENINGS WITH MANWAYS BY ° SHEET NO.
<br /> 7. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. TANK MANUFACTURER
<br /> TYPICAL UNDER OPENINGS WITH MANWAYS BY
<br /> 2'-0"MIN, TANK MANUFACTURER END OF TANK
<br /> 8. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS AND NUMBER OF PRODUCT LINES. EXCAVATION TANK SIZE VARIES WTW MANUFACTURER AND MODEL NUMBER
<br /> 9. 7-0"MIN, o
<br /> ONLY 7
<br /> EXCAVATION r FS THF PROPOSED FUEL STORAGE SYSTEM SHALL BEA XERXES SYSTEM(OR APPROVED EQUAL)WITH , ONLY �
<br /> DOUBLE WALL,TURBINE ENCLOSURE, FIBERGLASS HYDROSTATIC TANK WITH LEAK DETECTION
<br /> -3
<br /> SENSORS,AND MEET OR EXCEED ALL CALIFORNIA TITLE 23 AND CUPA REQUIREMENTS.
<br /> m
<br /> SCALE: 112°=1'-0"
<br />
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