|
UST INSTALLATION NOTES 1 AT 87.6 LB/CCONLB/CF SLAB YH � s
<br /> A
<br /> �y
<br /> 1. REINFORCE CONCRETE SLAB WITH#4 BARS AT 16"O.C. REINFORCING BARS TO BE NO LESS THAN 2"NO .:'.. s°yve,+``"islTs+
<br /> MORE THAN 4"FROM SURFACE.
<br /> 2. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH(2)#6 REBAR 60"IN LENGTH EACH SIDE. PLACE i � 1 sreF,1"1s 1i,�ffi6'{ail
<br /> REBAR 6"FROM SIDES OF MANHOLE.
<br /> 3. SINGLE V CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT SUMP&BUILDING WIRING L + a
<br /> TROUGH.CONTAINS LINE VOLTAGE WIRING.
<br /> a r c h i t e c t u r e
<br /> 4. SINGLE 1"CONDUIT TO EACH TANK,LOOP HOME RUN FROM INTERSTITIAL SENSOR LOCATION TO e In g In e e r In 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 L+-]B & ,Associa+es, Lm.
<br /> SENSORS. _
<br /> 867 Pacific Street,Suite 120
<br /> 5. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN 1/8"&MAX OF 3/4"IN SIZE,
<br /> San Luis Obispo,CA 93401
<br /> FREE OF CLAY,SLAG,CINDERS,OR DEBRIS.ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S
<br /> ph 805.540.5240
<br /> AND OWNERS FIELD REPRESENTATIVE. fax 805.540.5241
<br /> 6. TANK PAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUST COVER THE FOOTPRINT OF THE NS 120,000 GALLON TANK) www.LHBassoc.com
<br /> /BUOYANCY
<br /> TANKS.REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN,AND TO PREVENT ACCIDENTAL DRILLING CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> INTO TANK. I=- "CONTAINMENT SOLUTIONS"TANK WITH SPHERICAL ENDS.
<br /> w (10'NOMINAL)
<br /> 7. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY.SQUARE CORNERS WHERE MEETING CONCRETE. o TANK LENGTH:37'-5 1/2" 1?RpFESS/O,y9
<br /> (2) r TANK DIAMETER: 10'-0" O S B
<br /> 8. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS AND NUMBER OF PRODUCT LINES. SUMPS m O TRY 36'-0"DEADMAN, EACH SIDE, 18"WIDE x 8"HIGH ���
<br /> EMPTY TANK UPLIFT= 19,951 GAL =2,667 CU FT r7 0
<br /> 9. THE PROPOSED FUEL STORAGE SYSTEM SHALL BE A XERXES SYSTEM(OR APPROVED EQUAL)WITH 7.48 GAL/CF w ir No. 78916
<br /> v 2,667 CU FT X 62.4 LBS/CF 166,436 LBS(DISPLACED WATER) P
<br /> DOUBLE WALL,TURBINE ENCLOSURE, FIBERGLASS HYDROSTATIC TANK WITH LEAK DETECTION = a .03/18
<br /> SENSORS,AND MEET OR EXCEED ALL CALIFORNIA TITLE 23 AND CUPA REQUIREMENTS.
<br /> TANK SUMP UPLIFT=(2)X 3.14 X 2'2 X 4'=100.5 CU FT NTq IV11- ��
<br /> TF OF CAV�FO�
<br /> 100.5 CF X 62.4 LBS/CU FT=6,271 LBS(DISPLACED WATER)
<br /> OO TOTAL TANK UPLIFT=166,436 LBS+6,271 LBS=172,707 LBS T
<br /> I I
<br /> HOLD DOWN CALCULATION
<br /> I I
<br /> CONSULTANTS
<br /> 1.TANK SLAB:
<br /> .58'X 14.0'X42'=341 CU FT
<br /> 341 CU FT X 87.6 LBS/CU FT=29.872 LBS j
<br /> TANK 1.51 2.CUBED BACKFILL ABOVE TANKS
<br /> 10'9 GRAVEL
<br /> 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 LES/CU FT=80,611 LBS j
<br /> COLUMN 3.CURVED BACKFILL ABOVE TANK
<br /> 0 O 3.14 X 5.0'2 X 37.5'=2,943.8 CU FT
<br /> 10.0'X 10.0'X 37.5'=3,750.0 CU FT
<br /> 3,750.0 CU FT-2,943.8 CU FT=806.2 CU FT=403.1 CU FT
<br /> .6Tx1.5'x36' 5 2
<br /> DEADMAN 403.1 CU FT X 57.6 LBS/CU FT=23,219 LBS j FESS/01
<br /> 4.GRAVEL COLUMN ABOVE DEADMEN, 00 .� S BF w�
<br /> 1.5'X 14.5'X 36.0'X 2=1,566 CU FT 1 2
<br /> �Q�
<br /> 1,566 CU FT X 57.6 LBS/CU FT=90,202 LBS j r7 O� ,� Z
<br /> 5.CONCRETE DEADMEN: w No.789161
<br /> 0.67'X 1.6'X 36.0'=36.2 CU FT * e .03/18
<br /> 36.2 CU FT X 87.6 LBS/CU FT X(2)=6,342 LBS j
<br /> 6. DRY WEIGHT OF TANK: 9,750 LBS j (P
<br /> TOTAL HOLD DOWN 239,999 LBS j TF OF CAV�FO�
<br /> 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 /> ENGINEERING PLAN CHECK
<br /> 2 #16-3684,3685 29 MARCH 2016
<br /> Z& SJC EHD PLAN CHECK.
<br /> #SR0076222 8 NOVEMBER 2017
<br /> SUBMITTAL DATES
<br /> OWNER:
<br /> 03/29/2016
<br /> 6
<br /> REG. AGENCIES
<br /> 2 rl 4
<br /> FS-5
<br /> FS-5 FS-5 FS-5 FS-5 O.T.B.:
<br /> z m
<br /> A.C. PAVING TANK SLAB O < z 24" _ - - - - - - - - - PROJECT NO.
<br /> N o TYP. 3
<br /> 15-13-001
<br /> 3
<br /> DRAWN BY:
<br /> A
<br /> d
<br /> _ _ _ . . a • e ° e; ° ;. ,�a FS..a - • a 1 °a . _ _ CHECKED BY:
<br /> 1 CONDUIT LOOPS TO• -'.:a• . III-III III-III JRB
<br /> II II II II II VIII SUMPS
<br /> 1"CONDUITIT HOMERUN I I
<br /> °O O
<br /> oO° a °
<br /> oTO BUILDING o o. o o.
<br /> II
<br /> °
<br /> II II II II II II
<br /> --I-III-IIIIIIII---III-I-IIIIIIII--I-II I ° a ° °a ° °
<br /> o °O °°
<br /> 4"SCH 40 PVC OR FRP 0•
<br /> ° °RISER TO GRADE oo• ° p oo°° oo• ° oo°.0°°°
<br /> PINGo o. O °oPRODUCT P
<br /> ° 4"BLACK STEEL RISER VENT PIPING ° o o. °
<br /> - I-I I I III o.° °Q
<br /> SUNMONITOR LIQUID SENSOR ° ° ° °o' 0°e0 I---IIIIIIIII-I--IIIIIIIIIII---IIIIIIIII--IIIIIII-
<br /> °-o -TYPICAL Po.
<br /> o O ° oo•^ O o°° °
<br /> ° ° IIIIIII III
<br /> II
<br /> -
<br /> I
<br /> WDUAL FLOAT - IW- cm,)
<br /> ° ,
<br /> -III_ HYDROSTATIC ll
<br /> -III MONITORING SENSOR 1f o ° °o'° O ° o p,= O O °• °°° III-III- - F Q
<br /> III-III-
<br /> o
<br /> HYDROSTATIC
<br /> � °•.� I-III--IIIIII-
<br /> Q o o,, p °
<br /> 0 RESERVOIR p °Oo.°pI-II I1=-IIIIII-_I1II I1�==I 11-1
<br /> °O p = Z° ° ° =
<br /> ZQ�
<br /> o�
<br /> I I 1 I lEIRACTO\F� 00 1=11=1 I-
<br /> III-III-I /i x FITTING o III-III-I < °
<br /> _ W
<br /> -III-) 1 GPH MAG PROBE OVERFILL VALVE SET \\
<br /> VIII-III TANK LEVEL GAUGE \\@ 95% Z III=1 1=1
<br /> III- <
<br /> III=_1111 // \ III=III=1
<br /> BACKFILL WITH _-III- o ° ° o / 20,000 GALLON I -III-
<br /> PEAGRAVEL AS PER - o ° ° REGULAR _
<br /> TANK MANUFACTURERSPECIFICATIONS -III- s °° ° O II UNLEADED II °o° III III
<br /> I STRAIGHT DROP TUBE
<br /> . -TYPICAL -III-III ,o°°o
<br /> III-
<br /> -III- ° o -III-
<br />. °o.°° o \ TRAPPERSCREEN / / III-III a SHEET TITLE
<br /> N
<br /> 11 ° ° ° �\ TYPICAL
<br /> 1=III-I a• °° �� / 1=III=1 20,000 GALLON
<br /> _ p ;o ° °° \ _ /� 1-I 1= DOUBLE WALL
<br /> _III-III � N � _
<br /> -III-I °,° ° ° "
<br /> 111-III o ° FIBERGLASS
<br /> =III=1
<br /> 0 °.° ° ° ° ° $ ASfo �o ° • o I-
<br /> - w
<br /> n
<br /> TANK INSTALL
<br /> b000 ° 0° 00° O ° o o 0 p .
<br /> ° ° o°
<br /> ° Q ° O °O &o 0 ° O TANK SHALL BE SET LEVEL ACN .
<br /> 0.'°� 0 ° sw o
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = m DETAILS
<br /> - III-III-III-III_III_III-III-III-III-III-III-III-III-III-III-III_III-III-III-III-III_III_III-III-III-III-I I_I I_I I_I III-III-I I_I
<br /> °
<br /> . 111_111-III III-III-III-III-111_111-III-III III_III_III-III-III III I _ _ -1
<br /> -
<br /> -1 I I-I I I iii=� � �- I S I '''- ' I�,- i�,-11, - -I I I I I I I I I III-III-III-I I I_I I I_I I I III III III III III III III III III III
<br /> i-
<br /> -
<br /> d SHEET NO.
<br /> (4)12'x12"x11GA STEEL STRIKER PLATES
<br /> TYPICAL UNDER OPENINGS WITH MANWAYS BY END OF TANK
<br /> TANK MANUFACTURER o
<br /> 2'-0"MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2'-0"MIN. FS-4
<br /> EXCAVATION EXCAVATION `a
<br /> ONLY ONLY
<br /> UNDERGROUND TANK SECTION 20,000 GALLON
<br /> SCALE: 1/2"=1'-0" (�
<br />
|