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REVISIONS <br />N <br />C) <br />O <br />N <br />N <br />W <br />3 <br />m <br />a <br />aNaav <br />z <br />0 <br />z <br />w �_ <br />To&o <br />wrc�m <br />NF d <br />oa a <br />o wi$ <br />a$�a� <br />N� <br />Z <br />Z Z <br />�z_ <br />0 <br />®Z <br />W <br />10' DIAMETER 30,000 GALLON DOUBLE 10' DIAMETER 30,000 GALLON DOUBLE <br />WALL TANK WITH WET INTERSTITIAL WALL SPLIT TANK WITH WET INTERSTITIAL <br />NOT TO SCALE , D I NOT TO SCALE U <br />LLUzm <5 <br />W LL J <br />D}> Fmk <br />LL <br />o W���Jc <br />uS <br />Z W_~' £ <br />O 0 v Eo <br />U <br />U Z 8 <br />U <br />Z <br />0 �� <br />7 <br />Y m <br />Y <br />Zo <br />3 <br />S <br />U <br />K <br />FDRAWINGNO. <br />W <br />ODRAWN BY: <br />W <br />w <br />D <br />d <br />PROJECT NO. <br />Z <br />w <br />XE RXE S" WATER AT GRADE FedEx Ground -Tracy, CA <br />a zn company .IWL o7rov15 <br />TANK DATA INuTALLATTON <br />NOM. CAP. (GAL) 36000 TOTAL COVER INCLUDING SOIL 8c 4.50 <br />TYPE (9INGLEWALL=I;DW=3) 3 TOP SLAB (Fl) <br />DRY=1; WET=2 2 TOP SLAB THICKNESS (DN) 8.00 <br />NOM. TANK DIA. (F1'.) 10 TOP SLAB LENGTH (Ft) 57.87 <br />st:tistilt@@@ittsettrimtittiatatemtstiitastemitwxi <br />TOP STAB WIDTH (F'1) 12.64 <br />PROD. STORED (GAL) 6 DEADMAN LNG (FT) 54.00 <br />SPEC. GRAV. USED 7.00 DEADMAN WID (1N) 1$.60 <br />DEADMAN THK. (IN) $.75 <br />SAFETY FACTOR # OF 42" DIAMETER SUMPS 1 <br />DOWN FORCEAIPFORCE = j,t�3 :1 # OF 48" DIAMETER SUMPS 1 <br />TOTAL WEIGHTS <br />MOWN FORCES <br />CONLZtE3'E WEIGHT 51095.06 LBS. <br />BACKFILLWEIGHT 31177$.10 LBS. <br />TANK WEIGHT 17200.00 LBS. <br />PRODUCT WEIGHT 0.60 LBS. <br />TOTAL DOWN FORCE- 3$6413.14 LBS. <br />UP FORCES <br />TANK DISP. FORCE 265755.83 LBS. <br />TOTAL UP FORCE- 265755.$3 LBS. <br />WORKSHEET <br />TANK DATA <br />SHELL DIAMETER- 70.00 FT. * ACTUAL CAP (GAL) 30172.00 <br />SI-IQI, LENGTH 45.$1 FT. * TANK WT. (LBS.) 172W,W <br />DOME PROIF.LTION S.W FT. " O.A.L. (FT.) 55.$1 <br />MI0 cc <br />D POINT I-IFSGITf $.R3 FT. * NUMBER OF RIBS 35.IXI <br />COLUMN ABIGHT 13.83 FT. z wwmwrtmrtwrtwmrmrrtmrrmmrmmmmrtmmmrwrtmrmrtrtmmrw <br />1(113 V1)Lll;;'l� 2631.W LU. 1N. 1JUM�A(S�j!•1) %a.54 <br />DOME VOL. (CU FT) 523.611 <br />REINFORCED CONCRETE VOLUMES ICU. FT.1 <br />TOP SLAB 462.50 D13ADMEN 118.13 <br />FORCE = VOL. R $$ U35/CF 46760.06 FORCE (LBS) = VOI. R 86 LBS/CF 10395.00 <br />TOP SLAB de DEADINEN FORCE 61095.06 1.85. <br />BACKFILL VOLUMES ICU. FT.) <br />OVER TANK �'.... � 2142.87 Ov7Rt DEADMEN 224Lop <br />OVIiR.TANK DO7u1FS 437.97 END WEDGE 354.47 <br />TOTAL WET VOLUME 5195.30 <br />FORCE = VOL. R 40 L13S/CF 311718.10 IBS. <br />BUOYANCX <br />SI-III.L VOLL*.:'E 34$3.17 CUBIC <br />XE RXE �® <br />LU <br />LU <br />DEADMAN BURIAL <br />FedEx Ground -Tracy, CA <br />WATER AT GRADE <br />a�VI. <br />o7ro7ets <br />a zc� company <br />TANK DATA <br />INSTALLATION <br />NOM. CAP. (CAI,.) <br />30000 (20k x lOk) <br />TOTAL COVER INCLUDING SOIL & <br />4,ND <br />TYPE (SINGLiWAIdr1;bW=3) <br />3 <br />TOP SLAB (FI') <br />DRY=I; WET=2 <br />2 <br />TOP SLAB THICKNESS (IN) <br />8.40 <br />NOM. TANK DIA (FT.j <br />10 <br />TOP STAB LENGTH (F1') <br />57.60 <br />iiitt@tiittpitistiiiiitittittiitEtitiittiiittttit <br />TOP SLAB WIDTH (F'1') <br />12.00 <br />PROD. STORED (GAL) <br />0 <br />DEADMAN LNG (FI) <br />54.00 <br />SPEC. GRAY. USED <br />1.00 <br />DEADMAN WID (IN) <br />18.00 <br />d <br />DLenu.£ewl •1•Ita� rnn <br />8 75 <br />SAFETY FACTOR <br /># OF 4T'DIAMETER SUMPS <br />1 <br />DOWN FORCF/[TP FORCE = <br />1,t�j ;j <br /># OF 4R"' DIAMETER SUMPS <br />2 <br />'T'OT'AL WE[GHiS <br />DOWN FORCES <br />CONCRETE WEIGHT <br />50948.33 IB5. <br />BACKFILL WIIGITT <br />308214.55 LBS. <br />TANK WEIGHT <br />18600.00 IBS. <br />PRODUCT WEIGHT <br />0.00 LBS. <br />TOTAL DOWN FORCE- <br />377742.88 <br />LBS. <br />UP FORCES <br />TANK, DISP. FORCE <br />267740.16 IBS. <br />TOTAL UP FORCE- <br />267740.16 <br />LBS. <br />WORKSHEET <br />TANK DATA <br />SIIFi.i-DIAMETER. <br />10.00 FT, m <br />ACTUAL CAP (GAT,) <br />30053.00 <br />Sfffi.L.LENGTH <br />45.60 FT. • <br />TANRWT.(LBS.) <br />18400.W <br />DOME PROJECTION <br />SAO FI', rt <br />O.A.L. (FI'.) <br />55.60 <br />MID POINT 11ERiITT <br />$,$3 FT. * <br />NUMBER OF RIBS <br />35.00 <br />COILIMNHEIGHT <br />13.83 FT, m <br />rtmmrrwwmmmmrtrtmrrwrtrmrwrtrtrrmmrtmrmmrtwmmmwrtmm <br />RIB V17LU"SIF <br />2&31.dU CU_ N. <br />110M� A. (S(,� FI') <br />78.51 <br />DOME VOL (CU FT) <br />523.60 <br />REINFORCED CONCRETE VOLUMES (CU. Fr.) <br />TOP SLAB <br />460.83 <br />DFADMFiN <br />118.13 <br />FORCE = VOL. R 8B LBS/CF <br />44553.33 <br />FORCE (LBS) = VOL. X 88I.BS/CF <br />10345.00 <br />TOP SLAB & DEADIN.F.N FORCE 50944.33 <br />1J35. <br />BACKFILL VOLUMES ICU. FT.) <br />OVER TANK SI'QT....-L� <br />2104.27 <br />OVER DEADMEN <br />224L00 <br />OVFII TANK DO1dES <br />431,97 <br />END WECX3E <br />359.47 <br />TOTAL WET VOLUME <br />5134.91 <br />FORCE= VOL X 40 LBS/CF <br />3d82i4.55 <br />LBS. <br />BUOYANCY <br />SHELL VOLUI W <br />FT. <br />DOME VOLU11�Bi <br />523.40 CUBIC FT. <br />RIB YOLUh1E <br />53.29 CUBIC FT. <br />TOTAL VOLUME <br />4240.05 CUBIC FT. <br />VOL X 7.45 GAUCU.FT. <br />31$45.21 GALLONS <br />FORCE = GAL R 834 (• oe �' ••) <br />245755.$3 <br />LBS. <br />XE RXE �® <br />LU <br />LU <br />DEADMAN BURIAL <br />FedEx Ground -Tracy, CA <br />WATER AT GRADE <br />a�VI. <br />o7ro7ets <br />a zc� company <br />TANK DATA <br />INSTALLATION <br />NOM. CAP. (CAI,.) <br />30000 (20k x lOk) <br />TOTAL COVER INCLUDING SOIL & <br />4,ND <br />TYPE (SINGLiWAIdr1;bW=3) <br />3 <br />TOP SLAB (FI') <br />DRY=I; WET=2 <br />2 <br />TOP SLAB THICKNESS (IN) <br />8.40 <br />NOM. TANK DIA (FT.j <br />10 <br />TOP STAB LENGTH (F1') <br />57.60 <br />iiitt@tiittpitistiiiiitittittiitEtitiittiiittttit <br />TOP SLAB WIDTH (F'1') <br />12.00 <br />PROD. STORED (GAL) <br />0 <br />DEADMAN LNG (FI) <br />54.00 <br />SPEC. GRAY. USED <br />1.00 <br />DEADMAN WID (IN) <br />18.00 <br />d <br />DLenu.£ewl •1•Ita� rnn <br />8 75 <br />SAFETY FACTOR <br /># OF 4T'DIAMETER SUMPS <br />1 <br />DOWN FORCF/[TP FORCE = <br />1,t�j ;j <br /># OF 4R"' DIAMETER SUMPS <br />2 <br />'T'OT'AL WE[GHiS <br />DOWN FORCES <br />CONCRETE WEIGHT <br />50948.33 IB5. <br />BACKFILL WIIGITT <br />308214.55 LBS. <br />TANK WEIGHT <br />18600.00 IBS. <br />PRODUCT WEIGHT <br />0.00 LBS. <br />TOTAL DOWN FORCE- <br />377742.88 <br />LBS. <br />UP FORCES <br />TANK, DISP. FORCE <br />267740.16 IBS. <br />TOTAL UP FORCE- <br />267740.16 <br />LBS. <br />WORKSHEET <br />TANK DATA <br />SIIFi.i-DIAMETER. <br />10.00 FT, m <br />ACTUAL CAP (GAT,) <br />30053.00 <br />Sfffi.L.LENGTH <br />45.60 FT. • <br />TANRWT.(LBS.) <br />18400.W <br />DOME PROJECTION <br />SAO FI', rt <br />O.A.L. (FI'.) <br />55.60 <br />MID POINT 11ERiITT <br />$,$3 FT. * <br />NUMBER OF RIBS <br />35.00 <br />COILIMNHEIGHT <br />13.83 FT, m <br />rtmmrrwwmmmmrtrtmrrwrtrmrwrtrtrrmmrtmrmmrtwmmmwrtmm <br />RIB V17LU"SIF <br />2&31.dU CU_ N. <br />110M� A. (S(,� FI') <br />78.51 <br />DOME VOL (CU FT) <br />523.60 <br />REINFORCED CONCRETE VOLUMES (CU. Fr.) <br />TOP SLAB <br />460.83 <br />DFADMFiN <br />118.13 <br />FORCE = VOL. R 8B LBS/CF <br />44553.33 <br />FORCE (LBS) = VOL. X 88I.BS/CF <br />10345.00 <br />TOP SLAB & DEADIN.F.N FORCE 50944.33 <br />1J35. <br />BACKFILL VOLUMES ICU. FT.) <br />OVER TANK SI'QT....-L� <br />2104.27 <br />OVER DEADMEN <br />224L00 <br />OVFII TANK DO1dES <br />431,97 <br />END WECX3E <br />359.47 <br />TOTAL WET VOLUME <br />5134.91 <br />FORCE= VOL X 40 LBS/CF <br />3d82i4.55 <br />LBS. <br />BUOYANCY <br />SHELL VOLUI W <br />3714,47 CUBIC FT, <br />DOM& VOLiJIv1E <br />523.60 CUBIC FT. <br />RIB VOLUI�3E <br />53.24 CUBIC FT. <br />TOTAL VOLUME <br />4291.84 CUBR; FT. <br />VOL X 7.48 GAUCU.FT. <br />32103.14 GALLONS <br />FORCE = GAL X 834 (LBS./GAL.) <br />247746.14 <br />LBS. <br />