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HDIR Architecture,I
<br /> 2-165 rron Po'rd aoITO 3W I FOWM,CA 96630-870919I&SI-7.470D
<br /> _.
<br /> REINFORCED 'CONCRETE LA
<br /> FOP FUEL OIL PUMPS �p
<br /> HYDROSTATIC LEAK MONITORING Sy!5rE -m---,,
<br /> ., 1/2 (FOR EMERG. GENERATORS)
<br /> INSTALL PER TANK MANUFACTURER'S � 3'FO (WIlai SECONDARY CONTAINMENT) — ,
<br /> RECOMMENDATION
<br /> ENDATION
<br /> ! MANHOLE (TYP)
<br /> _
<br /> MONITORLEAK ANIS T GAUGE WIRING__. VFILL ADAPTOR- V EXTRACTOR' CAP Lodi
<br /> . IN ELECTRICAL CONDUIT --a CONNECT
<br /> MONITOR/TANK GAUGE PANEL .. . .
<br /> .�._,_.T STRAP (ICER UFAC���URER'S TO LEAK `~ ,� Hospital
<br /> RECOMMENDATIONS) LOCATED AT HOSPITAL (SFE 1/P2.04)
<br /> "I 2" BSERVATI N/MONITORING WELL MANHOLE— ��?f T _ .a REMOTE FILL
<br /> TURNBUCKLE ASSEMBLY 9 o .
<br /> 95240
<br /> ^� LOCKING COLLAR___- AA �
<br /> SEE OTHER SIDE FOR ,..�� REINFORCING R ANCHOR-SEE DETAIL 1 R � "EXTRACTOR - DOUBLE WALL 4 "D A, SUMP WITH
<br /> ANCHORAGE (SIMILAR) �/� (PROVIDE CORROSION PROTECTION FOR 4 FITTING D TURBINE ENCLOSURE
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<br /> FILL ADAPTER
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<br /> REINFORCED CONCRETE
<br /> PAD w(SEE DETAIL 1B)
<br /> SOUTH WING ADDITION
<br /> SPILL CONTAINMENT MANHOLE
<br /> CENTRAL PLANT
<br /> � � GAL CAPACITY)
<br /> WITH ALWHICH DRAIN SPILL
<br /> ET INTO PRIMARY TANK.
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<br /> Eq NONE \ , a SECONDARYCONTAINMENT
<br /> `✓"/; ��//
<br /> (SLOPE TO TANK)
<br /> ✓�t � f _ _ CENTRALPLANT
<br /> 1 "FOS 2`1FTO EMERGENCY GENE TORS 00SM3MOSMAL
<br /> BAIL FLOAVENT VALVE—' � ( LOPE($LOPE PIPING 1 MINs
<br /> 9 CAPACITY) �, � TOW MONITORING SUMP)
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<br /> DS MONIT RI
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<br /> OVERFILL PROT TION VALVE — �.__DOUBLE SWING
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<br /> NT10 RE ANCHOR OR FLEXIBLE PIPE
<br /> ITEPO COATING MONITORING PIPE EEC ONIC INVENTORY CONTR EQUIPMENT T � 2� TYP FLEXIBLE CONNECTORS-
<br /> ( - IA . PERPO T
<br /> SCIS. O PVC PIPE) PROVIDE ATE TIGHT
<br /> I OF' CONCRETE S ) � DROP TUBE ,--- � FITTING
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<br /> &' r T MANUFACTURER'S
<br /> CURTAIN F�EI N F"a-• �9 RECOMMENDATIONS
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<br /> •::� E}�TE OF EPO COATING OSHPD NUMBER, HS 060323-39
<br /> 3 C (� TURN UCI�LEASSEMBLY
<br /> IN. COVER q'�p � _�_.�- M.,...w."� ,�._ ,.�._ .._.. .�. �. . �_ ..,....m.�.,�.
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<br /> Dyo�i OP ACCIEC 2
<br /> ENU
<br /> 20 000 GAL. 6/23/ t
<br /> � .. . MARK DATE
<br /> --
<br /> SCALE- NONE RAGE TANK
<br /> DESCRIPTION
<br /> .NUMBER
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<br /> NOTE: E_..t��tERGROUND FUEL CIL TANK AND PIPINGS TEAS SMALL COMPLY TO �� _..� ..,�. .°�,. .,..°,..pw ...�...�. . .�
<br /> THE LATEST REQUIREMENTS OF CFC 2001 EDITION, N A X37 1098 EDITON, . AGER TAYLOR
<br /> AND NFPA 0 1996 EDITION. THE NT CTOR SHALL OBTAIN PERMIT 0 T ESE ARCHITECT GEORGE VA TOS
<br /> THE LOCAL ENFORCING AGENCY" FOR E INSTALLATION OF THE UNDERGROUND PROJECT ARCHITECT I PR y
<br /> FUEL. CIL TANK PIPING PRIOR 'TO ST OF ANY WORK.
<br /> .,, �...�... Cf 11 CFI INC.
<br /> _Z
<br /> LANDSCAPE DAN W1 LD
<br /> STRUCTURAL PE
<br /> MECHANICAL JACO ENG. GROUP INC.
<br /> ELECTRICAL TED JACOB ENG. GROUP IN -
<br /> ,., PLU� ING _ COQ G. ROiI~' INC. �
<br /> INTERIORS
<br /> 3 A. DESIGN CRITERIA. UIP
<br /> 1. EMERGENCY GENERATOR FUEL OIt., CONSUMPTION AT 100 LOAD: _.�
<br /> ( ) EMERGENCY GENERATORS AT 72.5 GPI I EACH 217,5 KK �. _
<br /> DRAWN BY
<br /> B. OSHPD REQUIREMENT MINIMUM CONTINUOUS OPERATION OF EMERGENCYGENERATORS:
<br /> 217.5 GPI 24 FOURS E">
<br /> Ca R 200 REQUIREMENT MINIMUM OPERATION OF EMERGENCYGENERATORS �,�;;,.
<br /> I �
<br /> 217.5 GPH 72 FOURS � �
<br /> O. T SELECTION:
<br /> .A
<br /> SELECT ONE (1) 20000 GALLON DOUBLE ALL FIBERGLASS STORAGE TSN
<br /> CAPACITY 19,000 GALLONS �#A
<br /> APP
<br /> m .. CAL.\�
<br /> A. CALCULATE UPLIFT WITH TANK EMPTY: P
<br /> VOLUME OF TANK = 2944 CUBIC FEET" �[c O1 T e i e
<br /> nnin. and evelopmen��
<br /> UPLIFT FORCE = , CUF"[' x 2p4 LAS/CLEFT , S Face€;itie5 eve oPmer�
<br /> B. FOUNDATION DIMENSION FT. LONG 14 FT, WIDE 2. FT DEEP
<br /> FOUNDATION WEIGHT � FT. LONG x 1 FT. IDE x 2m FT" DEEP x 150 LUS/CUFT � 199,500 S
<br /> C. CALCULATE DOWNWARD FORCE: 16 MARCH 2007
<br /> TANK WEIGHT (EMPTY) 14,500 LOS.
<br /> OVERBURDENFT`. DEEP x 370 SOFT. 110 L
<br /> FOUNDATION WE.IG TT` = 190,E LBS.
<br /> CUT .� 244 200 LES.
<br /> TOTDOWNWARD FORCE 14,500 LBS + 244,200 LDS � 109,500 S �= 458,200 LBS
<br /> D. FACTOR OF � 458,200 �° 183,706 '= 2_, 0
<br /> CENTRAL UTILITY PLANT
<br /> FUEL OIL TANK DETAILS
<br /> CIO, ri ,
<br /> SCXE mo ALE
<br /> P9w02
<br /> ,
<br /> 1
<br /> PLUFTEI 03,E15/2007 10:05:49 A _ EHIDR002--P-90L.CUP.NG
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