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48" I.D. <br />CONTAWI <br />L=OVERALL TANK LENGTH <br />�- <br />INSTALL FIBERGLASS <br />HOLD <br />L <br />C <br />A <br />DOWN STRAPS OVER <br />TANKS <br />FIBERGLASS HOLD <br />E <br />IEGONDARY <br />AT AREAS MARKED <br />ON TANKS <br />DOWN STRAP <br />I1 <br />ENT COLLAR <br />ONLY, (TYP OF 4) <br />' 1 11,7— <br />JI -=71 <br />_ = II <br />�� II = _ <br />�� <br />_ 11 r= <br />IIII <br />=r <br />I <br />� 1I = _ _ ll <br />=II = e =11= <br />ri <br />ILIIIIII <br />lid <br />1/4 <br />DWT -2 <br />(4) <br />1000 <br />SEE NOTE <br />11-4 <br />1/4 <br />0-10 5>1 <br />NA <br />#4 INR/H <br />NA <br />0-10 5/8 <br />13-4 <br />1/4 <br />UPPER CORNER <br />(8) <br />8000 <br />GAL <br />26-0 <br />1/2 <br />5-2 3/4 <br />–7 <br />4-5 <br />A <br />5-2 3/4 <br />B <br />1/2 <br />C <br />D <br />E <br />GAL <br />31-6 <br />1/2 <br />3/4 <br />5-11 3/4 <br />F=OVERALL DEADMAN LENGTH <br />FIBERGLASS <br />�. • !111 111� <br />-.. <br />WE <br />A B <br />6", 8" ,.V-0 TYPICAL R <br />ANCHOR DIMENSIONS <br />#10 REBAR ANCHORS <br />F=OVERALL DE <br />C <br />TYPICAL DEADMAN ELEVATION <br />REBAR ANCHORS USE #8 <br />REBAR FOR SINGLE STRAP <br />ANCHOR. USE #10 REBAR <br />FOR DOUBLE STRAP ANCHOR <br />(TYPICAL). <br />4–#6 BARS <br />M <br />--Z#4 X V-0" REBAR SPACERS AS SHOWN <br />TWO TANK DEADMAN PLAN <br />1/4"–I'–O" <br />XERXE-S-<ORPORATION <br />TANK <br />MODEL/SIZE <br />A <br />L <br />C <br />A <br />B <br />C <br />D <br />E <br />F <br />E <br />DWT -2 <br />(4) <br />I1 <br />r=_ <br />r <br />T 7 <br />' 1 11,7— <br />JI -=71 <br />_ = II <br />�� II = _ <br />�� <br />_ 11 r= <br />IIII <br />=r <br />I <br />� 1I = _ _ ll <br />=II = e =11= <br />ri <br />ILIIIIII <br />lid <br />1/4 <br />DWT -2 <br />(4) <br />1000 <br />GAL <br />11-4 <br />1/4 <br />0-10 5>1 <br />NA <br />A <br />NA <br />0-10 5/8 <br />--Z#4 X V-0" REBAR SPACERS AS SHOWN <br />TWO TANK DEADMAN PLAN <br />1/4"–I'–O" <br />XERXE-S-<ORPORATION <br />TANK <br />MODEL/SIZE <br />A <br />L <br />C <br />A <br />B <br />C <br />D <br />E <br />F <br />E <br />DWT -2 <br />(4) <br />600 <br />GAL <br />7-0 <br />1/4 <br />–11 5/8 <br />NA <br />NA <br />A <br />0-10 5/8 <br />9-0 <br />1/4 <br />DWT -2 <br />(4) <br />1000 <br />GAL <br />11-4 <br />1/4 <br />0-10 5>1 <br />NA <br />A <br />NA <br />0-10 5/8 <br />13-4 <br />1/4 <br />DWT -2 <br />(8) <br />8000 <br />GAL <br />26-0 <br />1/2 <br />5-2 3/4 <br />–7 <br />4-5 <br />5-7 <br />5-2 3/4 <br />28-0 <br />1/2 <br />DWT -2 <br />(8) <br />10000 <br />GAL <br />31-6 <br />1/2 <br />3/4 <br />5-11 3/4 <br />7-1 1/_2-,5-11 <br />3/4 <br />1-0 <br />33-6 <br />1/2 <br />DWT -2 <br />(8) <br />12000 <br />GAL <br />–0 <br />1/2 <br />5-2 3/4 <br />8-4 1/2 <br />9-10 <br />8-4 1/2 <br />1-0 <br />39-0 <br />1/2 <br />DWT -2 <br />(10)00 <br />T-3 <br />G AL <br />29-5 <br />3/4 <br />5-10 7/8 <br />6-10 1/2 <br />3-11 <br />6-10 1/2 <br />5-10 7/8 <br />1-5 <br />3/4 <br />FLUID CONTAINMENT, INC (OWENS - CORNING) <br />TANK <br />MODEL/SIZE <br />A <br />L <br />C <br />D <br />A <br />B T <br />C <br />D <br />E <br />F <br />DWT -2 <br />(4) <br />600 <br />GAL <br />7'-4" <br />2'-2" <br />NA <br />NA <br />NA <br />1'-2" <br />9'-4" <br />DWT -2 <br />(4) <br />1000 <br />GAL <br />11'-3" <br />1'-5 <br />10000 GAL (8) <br />1/2" <br />NA <br />NA <br />NA <br />1'-5 <br />1/2" <br />13'-3' <br />DWT -2 <br />(8) <br />8000 <br />GAL <br />25'-0" <br />T-3 <br />7/8" <br />8'-3" <br />1'-10 1/4" <br />8'-3° <br />T-3 <br />7/8" <br />27'-0" <br />DWT -2 <br />(8) <br />10000 <br />GAL <br />30'-6" <br />3'-3 <br />7/8" <br />8'-3" <br />7'-4 1/4" <br />8'-3" <br />3'-3 <br />7/8" <br />32'-6" <br />DWT -2 <br />(8) <br />12000 <br />GAL <br />36'-0" <br />3'-3 <br />7/8" <br />11'-0" <br />7'-4 1/4" <br />11'-0" <br />T-3 <br />7/8" <br />38'-0° <br />DWT -2 <br />(10) <br />15000 <br />GAL <br />29'-2 1/2" <br />5'-6 <br />1/4' <br />6'-10 1/2" <br />T–O 1/7' <br />8-3" <br />5'-6 <br />1/4" <br />31' 2 1/2" <br />DWT -2 <br />(10) <br />16000 <br />GAL <br />30'-7" <br />NOTES: <br />1, TANKS MUST BE ANCHORED WHERE HIGH WATER TABLES EXIST: <br />SURFACE WATER COULD FLOW INTO HOLE OR OTHER WATER <br />CONDITIONS COULD EXIST IN A DRY HOLE IF THE OVERBURDEN <br />DIRECTLY ABOVE THE TANI< WEIGHS LESS THAN THE BOUYANCY <br />OF THE EMPTY TANK IN A WET HOLE CONDITION. IF WATER <br />COULD ENTER THE TANK HOLE, TANKS MUST BE ANCHORED <br />2. THE DETAILS SHOWN HEREON ARE FOR "CAST–ON–SITE" <br />CONCRETE DEADMEN. THE CONTRACTOR MAY, AT HIS OPTION, <br />USE PRECAST CONCRETE PILE DEADMEN IN ACCORDANCE WITH <br />CURRENT TANK MANUFACTURERS LITERATURE AND <br />REQUIREMENTS, PRECAST CONCRETE PILE DEADMEN MUST BE <br />SIZED TO PROVIDE ADEQUATE HOLD DOWN FORCES. REFER TO <br />TANK MANUFACTURERS PUBLICATIONS. <br />3. ALL 15,000 GALLON, 10'-0"0 TANKS REQUIRE THE USE OF <br />CONCRETE DEADMEN. ALL 49'O TANKS REQUIRE THE USE <br />OF CONCRETE DEADMEN. MONOLITHIC CONCRETE SLABS MAY <br />BE USED IN CONJUNCTION WITH, OR IN LIEU OF, CONCRETE <br />DEADMEN. <br />4. FOR CABLED TIEDOWNS, USE 1/2" 8 STRAND 19 WIRE ROPE <br />WITH BLUE STEEL CENTER (NO FIBER CORE). ALL LOOPS TO <br />BE TRIPLE CLAMPED AROUND CROSBY–LAUGHLIN G-414-1/2" <br />HEAVY DUTY CABLE THIMBLES. FOR EASIEST INSTALLATION, <br />USE 1" CLEVIS–CLEVIS TURNBUCKLES IN LIEU OF CABLE. <br />5. REFER TO MANUFACTURER'S LITERATURE FOR WET HOLE <br />CONDITIONS THAT REQUIRE A CABLE–OVER TIEDOWN. <br />UNDER NO CONDITIONS MAY CABLE BE WRAPPED AROUND <br />CONCRETE DEADMEN WITH SHARP CORNERS. USE REBAR <br />ANCHOR POINTS PER DEADMAN DETAILS AT LEFT. <br />#8 REBAR ANCHORS <br />Ir 2–#6 BARS <br />N <br />E7 <br />=_ —_ SEE 006, &4, 970 005, <br />iv __ D-97006, & D-97007, <br />E'E N =11= _ = fl= I� _ 4 _ �I —II = _ =11= �f � =1= _ = M= � _ � _ �( =1I = _ =11= NSI FOR ADDITIONAL DW FGLS <br />TANK INSTALLATION DETAILS. <br />ONE TANK DEADMAN PLAN #4 X 10" REBAR SPACERS AS SHOWN <br />NOTE: <br />DEADMEN FOR TANKS 1000 GAL AND SMALLER ARE TO BE CAST AS A SINGLE <br />PIECE. DEADMEN FOR TANKS OVER 1000 GAL MAY BE CAST IN TWO SEPARATE <br />PIECES (AS SHOWN) FOR EASE OF TRANSPORTATION AND HANDLING. HOWEVER, <br />BOTH ENDS MUST BUTT TOGETHER WITH NO GAP. MARK ENDS FOR IDENTIFICATION. <br />3'-0" <br />FILTER FABRIC <br />#8 REBAR ANCHOR #10 REBAR ANCHOR <br />SEE DEADMAN SEE DEADMAN <br />DETAILS DETAILS <br />ONE TANK DEADMAN EA GRAVEL BED TWO TANK DEADMAN <br />DEADMAN ANCHORING <br />NSTALLATION DETAILS <br />1/2"=V-0" <br />SLAB ANCHORING <br />1/4"–l'–O" <br />TANK & DEADMEN LENGTHS <br />These drawings and specifications are Shell Oil Company's <br />generic depictions of one or more components of its <br />standard retail service station designs. They are not <br />intended for use on specific projects. These drawings and <br />specifications are the confidential and proprietary property <br />of Shell Oil Company and shall not be copied or reproduced <br />Shell Oil Company. All Riqhts Reserved 1997 <br />SHELL OIL PRODUCTS <br />COMPANY <br />HOUSTON, TX <br />DOUBLEWALL FIBERGLASS TANKS <br />ANCHORING DETAILS <br />420 WEST KETrLEMAN LANE & HUTCHINS STREET <br />LODI, CALIFORNIA <br />SCALE: AS SHOWN ENGR.:GR MARSHALL <br />NONE DATE: 4/1/1997 WIC#: 204-4416-0202 <br />OWN. BY: GR MARSHALL DR -97008-00 <br />CHKD. BY: <br />L <br />A <br />B <br />C <br />D <br />E <br />F <br />600 GAL (4) <br />1000 GAL (4) <br />8000 GAL (8) <br />10000 GAL (8) <br />12000 GAL (8) <br />15000 GAL (10) <br />TANK & DEADMEN LENGTHS <br />These drawings and specifications are Shell Oil Company's <br />generic depictions of one or more components of its <br />standard retail service station designs. They are not <br />intended for use on specific projects. These drawings and <br />specifications are the confidential and proprietary property <br />of Shell Oil Company and shall not be copied or reproduced <br />Shell Oil Company. All Riqhts Reserved 1997 <br />SHELL OIL PRODUCTS <br />COMPANY <br />HOUSTON, TX <br />DOUBLEWALL FIBERGLASS TANKS <br />ANCHORING DETAILS <br />420 WEST KETrLEMAN LANE & HUTCHINS STREET <br />LODI, CALIFORNIA <br />SCALE: AS SHOWN ENGR.:GR MARSHALL <br />NONE DATE: 4/1/1997 WIC#: 204-4416-0202 <br />OWN. BY: GR MARSHALL DR -97008-00 <br />CHKD. BY: <br />