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�.A
<br /> --PULL CABLES (AS SHOWN) TO SPECIFICATIONS
<br /> FRP D0UBL..EWALL=-- -- FRP IUGI.J(3L_EWALt_--
<br /> _ JNDERGRGUNLL TANK _ "-- TIGifTEN & RIGL.D Wr/ 3 CABLE ;:,LAMP'S. _.._.____--.-.-,______ _..__. --__-_.-_--.,_.,_„ _ _ _ __.__.._.__ ,_,_
<br /> Iv
<br /> DESIGN
<br /> I E.E�IA y�
<br /> v ,.
<br /> UNDERGROUND TANK _.-- -_.-- --- _-
<br /> - - 1.25 [LURING EXCAVATION, 1.40 ,AFTER COMPLETION
<br /> __ � PIJL_L CABLES 'As� SHOWN) ��r0 � ANI
<br /> SAFETY FACTORS -_- �",� (Tie-Downs):
<br /> CONCRETE STRENGTH �f'c � 2.0 kSI 5i CLIPS -__..-� -� / � fx TIGHTEN & HOLD W/ 3 CABLE CLAMPS. a.i TANK< FR)--D WN:
<br /> i
<br /> REQUIRED A. HOLD -DOWN:
<br /> REINFC)RCING STEEL, - GRADE. 40 � When specified the hold--down "logs" shall be installed prior to the bed material.
<br /> 11GH1E:N TIGHTEN _
<br /> TIGHTEN L3. L.,aution -- Do not place I=RP to on concrete slags, timbers, beams, cradles or grout.. the tanks in
<br /> TIGFi'TEN :'. �� wet cement The tank, whether tied down or not, must never be left on the bed without a backfill
<br /> 00 PCF I d' ��
<br /> WT. OF PEA GRAVEL BAGI<t�il_L. : DRY" __ r ..
<br /> to the top of the -tank if there is any chance; of water, 12' or more above the tank bottom, in the
<br /> SUBMERGED _ 60 PCF
<br /> -__.__3 CAB L..E CLAMPS hole.
<br /> (TYP,) 3.2 TANK HOLD-DOWN INSTALLATION
<br /> WT, OF CONCRETE DRY - 150 I'C(=
<br /> SUBMERGED - 88 !'(aF ------
<br /> _...._._._._._..� HOLD-DOWN STRAP A - t I d ( I d d ) h
<br /> ------____-.._...._.._.__ PIOLD--DOWN STRAP GENERAL REC)UIREMENTS
<br /> _ PROVIDED BY ERP TANK Anchor all underground storage tanks with concrete hold--downs.owns " ogs" or " ea men" when
<br /> 3 CABLE CLAMPS PROVIDED BY FRP TANK MANUFACTURER. � g J �
<br /> (TYP.) MANUFACTURER (TYP.) specified by Chevron Rep. in the Scope of Work.
<br /> BUOYANCY' - DISPLACEMENT X 62.4 P,C.F' 1. Tank bedding, ballasting and tank hole backfill procedure are described 'in these specifications.
<br /> 13URIAL : 4'-0" 2. The tank anchorage system shown on the drawings is designed for a maximum level of ground
<br /> WATERTABLES 3'-6" BELOW TOP OF -TANK SLAB
<br /> �„� water equal t o the s u b g r a d e level,
<br /> AT E30TTGM OF TANK SLAB
<br /> 3.3 MATERIALS
<br /> A. CONCRETE HOLD-DOWNS: Precast, reinforced concrete "logs', 12" x 12" or 12" x 24" in cross--
<br /> �}
<br /> DIAMETER DOJE:�I_.En_ WALLED F .R.P, TAN[ section, with charnfered edges. Length, as shown on the drawings. 1/2" diameter galvanized steel
<br /> (1) .--_.().. shall have achieved i t s
<br /> anchor loops are to be mast into "logs" at locations shown Precast material
<br /> SINGLE OR MU[_ I IPLE INSTALLATION. .___.--__METAL CABLE ultimate compressive strength of 2500 psi (28 days) prior to installation.
<br /> __. _ -HOLD-DOWN HOLD DOWN NOTE: Precast concrete foundation piles which meet or exceed above specifications are acceptable.
<br /> EYELET. -
<br /> LOG I_OG 13. WIRE ROPE CABLE: Hot--dip galvanized steel wire rope, rninimum 1/2" diameter, breaking
<br /> (20 a WAIERIABLE @ 3'---6" strength, 20.4K.
<br /> =__ _ __ __.._�__�2',.:`t.��__ � _ --(TYPICAII} ROPE r C. HARDWARE:ip Cable
<br /> galvanized clamps,
<br /> cable guiides, guards, etc., furnished by the tank mon-ufacturer, shall
<br /> l.
<br /> TANK BUOYANCY: yy 9 _ ANCHOR LOOP.- - D. PROTECTIVE COATING: Prior- to backfilling tanks, apply a generous quantity of Chevron Asphalt
<br /> (78.5;4 X 62.4 X 19.48) -1- (523;.6 X 62.4) + (25.47 X 62.4) = 120015.6# _p_ {CIPS REQUIRED SEE DETAIL THIS Coati g y brush to all exposed steel cables, lop and hardware.
<br /> w_ - -@ 3 G.C. Y , SHEET.
<br /> DE.. k> r x a'F loops
<br /> (T P•)
<br /> f - n- -
<br /> WT. OF CONCRETE 12 X 32.48 X 112.5 = 43848# 3.4INSTALLATIONPROCEDURE:
<br /> I
<br /> 11_Z:7TT: _I-CZZ7' - SIJ
<br /> WT. OF TANK - 5156# �� •- T JA. Prepare the tank hole to receive the hold down "logs Install shoring (or side sloping) in accordance
<br /> r STORAGE TANK. HOLD-G�O�V._....._AS ..._.._BLY ._...__ ALTERNATE STORAGE TANK HOLD-DOWN A NI L_Y_ - with Section 1.3.
<br /> to LZZ
<br /> CROS_; VOLUME OF DRY BACKFILL B. I-lump the water out of the tank hole. Keep water out of the tank hole until tanks have been set, tied
<br /> . ARL. CLAMP C��TAII. --- --__- ____.
<br /> 12+11.3ax 2.75 x 32.48.= 1042..36 CtJ.FT• r' (FOR FRP TANKS ONLY) (USING PRECAST CONCRETE FOUNDATION ILES)S down, ballasted and backfilled.
<br /> Insert each cable through its own anchor loop in the log reserving sufficient cable so that both
<br /> VOLUME OF 48"o F.R.P. RISERS 75.4 ClJ.FT, ends of the cable will be kept at the top of the tank hole after the "logs' are set. Lower and position
<br /> the "logs" in the tank hole keeping both ends of the cables at the top of the hole. Install the '12"
<br /> NET VOLUME OF DRY BACKFILL == 966.96 CLJ.FT. ASSEMBLIES minimum thick bedding material in tank hole. Smooth and slope per the tank bedding instructions.
<br /> D. Proceed with setting the tanks by adding ballast as necessary to sink and keep down the tanks. Use
<br /> WT. OF DRY FILL_ 100 X 966.96= 96696# 1d'- 0" _..._ NO SCALE only enough ballast to hold the tanks down until the backfill is even with the top of the tanks. (Refer
<br /> to Section 1.1 for tank setting requirements.)
<br /> (:,'ROSS VOLUME_ OF WET BACKFILL OVER TANK SHELL- Caution: Ballast level in tank must never exceed water (or backfill) level in tank hole during
<br /> ( 11.33-t-10 18 `>4 378.30 'U.FT 24'-0 I 4" OVERALL LENGTH SECONDARY TANK 12,000 GALLON _ - [ installation.
<br /> ___._ X 3 0 - _____ __._ ) X 19.4 8
<br /> ,� ,r .�- -------- --------� --f-------- -- ---- - --- --- ---- - �- � Install the cable guards, guides, etc., furnished by the tank manufacturer on the designated ribs of
<br /> VOLUME OF 48"7 F.R.P. RISERS = 25.14 CUF" • TANK AND LOG the tank. (Note: "Designated Ribs" are marked by arrows on the tank surface.)
<br /> CLAMPS (9) GUIDE Caution: Do not place straps or cables between the ribs of the tank.
<br /> NET VOLUME; OF WET F3ACKFILL_ OVER TANK SHELF, = 353.16 CU.FT' SEE DETAILS. F. Pass each set of cables (a set of cables are those passing through the snatching, or opposite, loops
<br /> VOLUME OF WET BACKFIL.L OVER -TANK DOMES _�.- on the "logs") through the guides and loops as shown on the drawing.
<br /> '�- � 1. One end of each cable is to be. crossed over the top of the tank in the retainer portion of the
<br /> ,_61.8 a f m _._._ \
<br /> 2( 5 X 5.`3 X 10 - ._.__.._..._.____ ) = 2 ,8.2 CIJ.F1. � r hold--dawn strap. Using three cable. clamps on each set of cables, clamp both cables together
<br /> 2 I on top of the tank. Prior to tightening the clamps, tension the cables with "come-a--longs"
<br /> 1OrAI_ NET VOLUME OF WET FILL = 641.36 CU. FT. �� secured outside the tank hole. Use enough tension to tighten the cables but not to lift the "logs"
<br /> or crush the tank.
<br /> WT. OF WET FILL 6C) X 641.36= 38481.6# X3 -0 HOLD DOWN Caution: All sets of cables on a tank must be tightened equally to avoid tank deformation.
<br /> MIN. C}. STORAGE STRAP ---• - J ?._, The, cable must rest on the top of the hold--down strap between the guides provided. Repeat this
<br /> = 184181.6# 1.42 X BUOYANCY O.K. TANK 2'-0" - p_
<br /> W =
<br /> process for each set of tie--down cables.
<br /> 18" __........._--- .. - -
<br /> _____ --- 3. After all tic:;--downs are completed, commence the backfill procedures to the top of the tanks.
<br /> NO F-ICJt_f) DOWNS REG'D. �` M.N. ---
<br /> &68SO. FT. 9° 11 IN.
<br /> 15" MAX.
<br /> gg
<br /> b WATERTABL_E @ 9" 5 10 718"
<br /> _ f
<br /> USE 12"
<br /> BETWEEN XrAN R/C LOG
<br /> KS AND �� INOTES
<br /> AT SIDES.
<br /> W T. 0 F CONCRETE L 0 G 31.4 8 X 1.5 X 8 8 =- 4155.36# _- -- 5'__4 7/8" 5' 6„ 14" 5' 6„ 6'- 4 7/8"
<br /> ---_-- .__._.._ ---_�__ mm._ --- _-- -__ ___.-_--_-_-
<br /> VOLUME OF BACKFILL OVER LOG - ANCHOR LOOP TYP. --- F10[..I DOWN I._OG 1. PICK-UP POINTS FOR LOGS SHALE_ BE THE OUTER LOOPS.
<br /> �°' ( )
<br /> 31.48 X 8.68 = 273.14 C:IJ.FT- 1 NK HOLDFOWN S-TRAPS WITH ANK MAN FAC TUR ER BEFORE FABRICATION
<br /> WT. OF BACKFILI-_ OVER LOG = 273.24 X 60 16394.4#� �'----12"X18" LOG (TYP) = ___ - OF 1-101--D--DOWN LOGS. '; r _
<br /> VERIFY LOCATION TION GF TAT
<br /> Z W -= 5156 + 43848 -+- 96499.2 t 2(4151>.36) + 2(16394.4} = 18Ei602.72#� � --
<br /> SAFETY FACTOR 1.43 OK. C Q �O�_�oCO260g 12' BEL) > o QoQ`
<br /> r
<br /> 1 --: �_7 = - :� ==
<br /> -- _--- l I I_ _ - (25'--0 1/4"-LENGTH 0 f= LOG)
<br /> 12" X 18" HOLD DOWN LOG FOR USE 9 SINGLE
<br /> AND MULTIPLE TANK INSTALLATIONS OR AS INDICATED,
<br /> BAl_L_AS I-INC) DURING EXCAVATED ED CONDITION
<br /> v ---------
<br /> PERMITTING FITTERS TO WORK SAFELY ON TGF' OF
<br /> TANK:
<br /> -- - --10.731 --_ - HOL - L OG L O TI }N STORAGE TANK HOLD-DOWN L. ( X12,000 GALLON TAN
<br /> FOL SINGi_E. OR MULTIPLE TANKS.} X11:- 11T IIS _..-_p____ '
<br /> ( -_ -
<br /> 11- -
<br /> WATERTABLE 2' MAX. IN EXCAVATION =1i _. - - 3�8"-1' 0"
<br /> I(-= ---- k1�
<br /> a VCL_.LJME OF" BACKFIL..L ABOVE
<br /> F
<br /> 7 ,.�a4 _ . 1_ ... „ _ ,
<br /> 5a X 10 - - = 1(1.73 CU.F I. .t 37'-8 3 4" OVERALL LENGTH SECONDARY TANK (20,000 GALLON) ?_9 5 3/4 OVERALL_ LENGTH SECONDARY LANK (15,000 GALLON)
<br /> 2 1 / _ _ _�___ ____----_..___ _ _._..----_._..__.._,,._------------_- �„-----------_.__._-___-______-- _...._..__..._... _._.._...._.._..._._.__............._..-------------------......____.___-_-__.___-__......_..____,.._.._...------------. _.....------ _........._._._.__.-
<br /> ra WT. OF BACKFIf._L 10.73 X 95 - 1019.35 # WATERTABLE
<br /> TANK AND LOG _ TANK AND LOG
<br /> WT, OF TANK 1 ISO_
<br /> u >_W=1169# --. __. �2'- 0"
<br /> C-) WITH 2'--0" WATER IN EXCAVATION �
<br /> _ _.------- ......._ _....._.._�...__.__..-..._._- A-.11.18_...... --
<br /> "' BUOYANCY 11.18 X 62.4 = 697.63 # � 12"X18" LOG-
<br /> SAFETY FACTOR 1.67 OR. WHERE REO'D.
<br /> __--_____-._____-_....._.__.___...________...._-
<br /> a1
<br /> E
<br /> r_.
<br /> _
<br /> --a DESIGN OF BALLAST "LOGS" (12" X 18")
<br /> O
<br /> n= MAX. e 31'-0"
<br /> W/ PICK UP Cw END POINTS ���
<br /> r~ 2 IK I "6 6" MAX.
<br /> 19 MAX. -.�
<br /> C") M oh - 112 X .23 X (6.5) = 4.86 L._ --___.__._-_-_....__----__...n._{ 1'_6" MIN,
<br /> ai
<br /> r
<br /> U 1.7 6 X 9.5
<br /> C/7
<br /> 1.76X9.5 -A2 _______.,-----..___...__.__.__�
<br /> as USE #2 TIES CCS 18" O.C., # 4 "LOOPS' PICK-UPS. 5'-10 7/8" 5'-10 7/8" 5'- 10 7/8„
<br /> U
<br /> 61_.
<br /> 1/2"
<br /> Chevron
<br /> evron Products Company, a division of Chevron U.S.A. Inc., owns the copy
<br /> opy rights to the design
<br /> esign of the herein erein
<br /> C-) _ ICK-LF 6 --4 7 8 5 -6 4 --1 1 26 -84 --1 1 2 -- " ' " '-10 " ' /2" 6 ` " market buildingas embodies n any tangible or electronic medium of expressionincluding
<br /> adescribed "Extra Milo"
<br /> 12 / POINT. building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement
<br /> -------__
<br /> --- HOLD DOWN LOG ANCHOR LOOP (-TYP.) � - - HOLD DOWN LOG
<br /> and composition of spaces and elements in this "Extra Mile" design, but does not include individual standard features
<br /> TD i ANCHOR L-OGF' (TYP.
<br /> ,
<br /> or details. Anyone wishes to copy, distribute„ or sell this drawing or any derivative works based hereon mus have
<br /> �6 u -_______-_ 1' RACJ. written penrission of Chevron Products Company.
<br /> -E- E 1 1/2" CL R 02003 Chevron Products Company, a division of Chevron US.A. Inc. All rights reserved.
<br /> ra 3_#. TYP. r
<br /> 6' 6
<br /> rn n 5 - �- -1" RAD. 19' MAX I " MAX.
<br /> _-_ --6" MIN,
<br /> ___---
<br /> N. 3-#5 _ 02.--23-05 ISSUED FOR BID CBS
<br /> l .._...._- ---.._.._.- �.... .. ..o-_ .. _........._.._. -- ---......_._____. _ ..._._ _.._ -_ ._-----.. _._.___......-- ----..__._..--
<br /> ur � (38'-8 3/4" LENGTFI OF LOG} _ (30'5 3/4" LENGTH OF LOG)
<br /> fx 4 4 ----- ------ .------- ____ -----�_ __.__.__ __._.__.. _-- _ --_ -_ ..---------------- .� _ - 1 01--14--05 REVISED PER FIRE DEPT. N WANCHOR LOOP
<br /> __------
<br /> N a
<br /> ::�'..
<br /> C.r r (12 X 18" X 31'---0") -_==._....._.-_.-_�_.:__ 10/29/04 ISSUED FOR PERMIT CBS 2 05--12 05 REV'D TO SMITH FIBERGLASS VR JLW
<br /> �..
<br /> _ ANCHORAGE ICK--UP POINT`TIE ) 7WNE�AF ANE
<br /> T DATE REVISIONS INITIAL�
<br /> USE HOOKED #�4 BARS NOTE: 2905 WEST BENJAMIN HOLT DRIVE
<br /> ur 31.0 *PICK-UP POINTS SHAI L BE AT THE OUTER STORAGE `�" - } GALLON L� L� � 1 , LL
<br /> ON TANK) (hemn
<br /> aTOCKTON A
<br /> MAX. LOAD -_- X 225 .-. 3487.,. � ANCHOR LOOPS. ---- --
<br /> - *REFER TO TANK DWG'S FOR LOCATION OF ANCHOR1/4"=V.-O"- 1/4"-1' -0" `--------_-__
<br /> ra 'J
<br /> Fs 3488 = Chevron
<br /> 872() PSI STRAP FASTENING GOOKS. WHICH SHALT_ BE HOT
<br /> r 40 DIF' GALVANIZED �,-___-_.
<br /> 12" - 2" RAD. REM 2918 AYPART OD
<br /> _ � I _ ,.-#4 ANCHOR & PICK-UP
<br /> *TOTAL BALLAST l_GG LENGTH SHALL EQUAL_ _.------ "�
<br /> r, _..._._-- a c� LOOPS-SEE DETAIL Al
<br /> TANK LENGTH. (USE. SECTIONS AS REQ'D.) a 15" STORAGE TANK
<br /> RIGHT (TYPICAL.)
<br /> C� �� #4 � ---- x-....... - ARCHITECTUREENVIRONMENTAL�N SERVICES� � HOLD-DOWN
<br /> j
<br /> 4 Ca a (t Gpotjp INC 1137 N. McDOWELL BLVD, PETALUMA, CA (707) 765-1660 �
<br /> Y - -- JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER
<br /> 'T DIAMETER TANKS-
<br /> 1" RAD N #2 TIES
<br /> <..��7� -_-18" O.C. INITIAL. [SAT SCALE. AS NOTED SS# 94275
<br /> i_ca
<br /> - PRE=LIMINARY
<br /> r o �- -- -.
<br /> o.- 4" 4" _.. - .... �\ - _PLANNING - -- _ -- ----- GATE- 8/27/04 JOB#' 8392.31
<br /> BLDG PERMIT
<br /> ANCHOR DETAIL L TIC2 TI � )
<br /> CH. IW SHEET
<br /> _.............-... .--...._------------
<br /> GENERAL B I D
<br /> PERMIT REV'S PJC
<br /> CTN DR.
<br /> STR
<br /> -- ...
<br /> HOLD-DOWNDETAILS DoNnotllus e drawing
<br /> ------._
<br /> far construction � CBS
<br /> unless initialed
<br />
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