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CL ENTw
<br /> STAGE: II �
<br /> ' INSIDE 4" F..RIP 2 INSIDE 3"" V) �._._
<br /> G.o,7.z TANK STATIC WHEN WORKING BELOW GRADE„ EXTf�EME. CARE MUST BE TAKEN TO ASSURE �VC)fiKME.CV
<br /> TO DISPENSERS PRODUCT I._INES 0 h~ c� � GROL1N131NC:r SAFETY. SLOPING AND SHORING SHALL BE: PROVIDED TO COMPLY WITH OSHA bp
<br /> (TYPICAL) TC) DISPENSERS i"iii �'EE SYSTEM 1 Ld C;C)NSTRUGTI"}N INDUSTRY STANDARDS 2.9 CFR FART 1926 SUBPART P, OSHA
<br /> - ``� D e,�a>-z 0 >: STANDARDSEXCAVATIONS: FINAL RULE OCTOBER 1, 1989. HARDHATS SHALL. BE WORN
<br /> C
<br /> <9X1 .... 4 18 15 4 4� �a: 0ca � r�� � �ea a-.
<br /> ai:z f--w aM BY ALL, WORKMEN OPERATING IN EXCAVATION OR WHERE RF CaVERI�EAD `NC)RK IS
<br /> _ r LLa dam
<br /> 1,-0 � ca Ln cca�r+�, c�
<br /> PROGRESSING.
<br /> a.) cat U') ra C a i 1 � _, ca c��� �
<br /> Lala Lda R (� - <C�� '"^ (\/ "'', I.A.J D _____.............«.., ......_.,m_......_._,..«._...__a__._.,_.__...a
<br /> 0 0 0 � F- 1= > 0 u TANK ANCHORING REQUIRED WHEN A HIGH WATER 'TABLE IS ENCOUNTERED OR IS
<br /> CN lea L j cr` w _ r-r C? , - 2i a ,
<br /> _a r" 0
<br /> u) V) 0 :D '� L.,.a c> -i L a _D U)0 V)rx� �, "Lid t�� `� Z LJ REQUIRED BY LOCAL_ REGULATION. CONSULT WITH OWNER'S REPRESENTATIVE.
<br /> - L? r h_ x<%� - _a _a 0 W_0 _j __� .11"Z Z) y__.>5 . z ca INSTALL, DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION INSTRUCTIONS
<br /> i4 44 Ips rL > v)spa> 161 ^"
<br /> mj2 F._<_a i m -. "a9 ,'�Ci c= �� to i.a " q F a 3 __.._...._-____
<br /> ° �
<br /> M
<br /> SUPPLIED
<br /> GAL, TANK
<br /> .
<br /> FOR O DIA. 1,a C1C)O .SAG_,
<br /> _________.___
<br /> _.._.____,_____,___._. _._ __..__..__.______.. ..__._..,.. __________......._.._ _. ._.. .___._...__„__..__...__.___.._._,, ___...____..,__,_. .____.__.._.._,_„__.._. ___,._.._..._....____. __.__,,_____._.. DIMENSIONS O F MANUFACTURER S U P L LIED DEADMAN FO� 1
<br /> ”
<br /> _ ........._.._._.._ _._®_._ _._.____.._.._........_____,._____..._._._._____.,______..__._.___-___....__.._.._._____ � ARE E 18'x 8 �'1 "G_, QTY: 4� EACH -TANK. DIMENSIONS CJ F DEADMAN FOR 1 C) DIA. 20,000
<br /> ( 59
<br /> L
<br /> 181114 __ _._..______.__ , __ _. __ CAL. TANK ARE 18'"x8"ac\ ... .._.,....�.__._._._�,__._.,,.._ .�_. _._ ._. .�___.._._._._. � ° ...” C2TY:y_ 4 E:AC;f-� TANK.
<br /> �I
<br /> Cl 7 - ....-_. _ :W _. ._ -1. _ _ _. - __ „ _. _ , _ r� TOTAL. LENGTH CSF" FIELD CONSTRUCTED TED DEADMAN IS MIN. 12'" GREATER T}-PAN OVERALL_
<br /> 4 2 1
<br /> LENGTH OF -TANK.
<br /> TANK SLAB
<br /> FACE-I TANK REQUIRES DEADMAN ON EACH SIDE,
<br /> 6 Q
<br /> E� REQUIRED FOR 1 O OOO 1,� OOO 1.,� OC1O & 2O OC?O GALLON
<br /> F'iQLD DC) STRAPS ARE Q a r a P a
<br /> 1601 151 \ ! % ° ,
<br /> \ 1�ANKS AS
<br /> SPECIFIED AND SUPPLIED BY TANK MANUFACTURER.
<br /> TIJRGWFti.
<br /> I�
<br /> E
<br /> i
<br /> ,
<br /> �j
<br /> I
<br /> wf 8 LOCATE. STRAPS ON RIBS WHERE INDICATED ON FANK.
<br /> �
<br /> : I'' L ae ma Q._ t WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH THE
<br /> FASTEN VdifE
<br /> ,,r•i ... { ,4 'V ! '', i,. �S ".,�.:...'
<br /> rl
<br /> I! 6 18
<br /> 11 9 END POINT OF THE HOLD DOWN STRAP, CLAMPS `SHALL.. BE AL
<br /> fEF�NATED 16( FROM
<br /> '.. i't h i' i'., - i',, I•,„ 1 ( W,q
<br /> EACEi O t f'�t,..R
<br /> i
<br /> ' I
<br /> r. I
<br /> TIGHTEN
<br /> TEEN
<br /> STRAPS TO CAREE USING
<br /> TURNBUCKLES. UNIFORMLY TCL
<br /> A_I_.fAC9-�I ALL HOLD DO
<br /> I I '
<br /> I li L _.
<br /> K DEFLECTION. MEASURE TANK
<br /> ALL STRAPS 'TO ACHIEVE EQUAL. TENSION WITHOUT TAN
<br /> p - 1O _. ... - 1-0 TANK DEFLECTION.
<br /> �..� -®..,r- __.._.... ._ ___.. _. \ DIAMETER BEFORE AND AFTER TIGHTENINCI `aT(�Af `.� 1C ENSURE NO
<br /> - 6 44 -- 5� 4. 54 �4
<br /> __._...._.. _ ___,.._,.__n_�__ _____.__...__,.. _____.._____.___.__,_,._ ___..,_,___._ a_. .__.___ ,__ _,__,_____,,,___ 1-4 A
<br /> I
<br /> _ . r - w M- -- \ w �l_.m I u._\ 5q _
<br /> - -- -° ' � "'� � �` _._.._.._._. � 11 WIFE FrOPC•'m MINIMUM DIAMETER 1/2"".
<br /> 0
<br /> 1 1
<br /> 5 8 ..._..........___...._..,_..___,_,.__..,...._._.__ ...__..._._..._.,_._______.____._ ._.___.____ ....__.,__ 1� TURNBUCKLES: HOOK TYPE __ 11/4," DfAMETEmF�, JAW TYPE - ,i/�F DIAME.CE:.R, 010
<br /> INS
<br /> _ . �. _ ___ _ _._ _ "_'._ EYP_ TYPE -- 3/4"' DIAMETER -
<br /> _.
<br /> .....- __._. ....... ......_ _.. -- __ __.___ .......
<br /> " -C IS I S 1/ r' ,a COAT ALL EXPOSED STRAPS, CABLES, URNBUC;KLE_S, AND REINFORCING BARS WITH (� =�
<br /> _ _...__ ........ _._._ ....._- _ .
<br /> r_t. R�^} _..__... PITCHMASTIC;.
<br /> ,yam g AP9 �,,+"'rf 4 ""FC ,.,,,.....__®.._.....................»_«._,.,........,.....__,,.,......_..®., ,,...,.,...,._».....,_...... ..,,..._,m. ...
<br /> 4 _ _.__...p.' " _ _.__.__ ___.__ --- - _ _ _.._ _ __ STs SC? TI IAT TC)P OF TANKS ARE.. AT .SAME_ HEIGHT, �»
<br /> 14 INSTALL U
<br /> _,.. ........_.__ ___._. _'__._._.__._........................._._._ _
<br /> _ .. _ IN UNSTABLE SOIL_ (AS DEFINED BY SOILS REPORT) -THE DIMENSION MUST BE 4 FT �
<br /> N�1 NC71m.
<br /> WHEN END TO-END LAYOUTS ARE USED, 15 FROM BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS)
<br /> L _-__....... ........._......_� INSTAL_ 61" WIDE DETECTABLE UNDERGROUND -
<br /> PC3S11IC?N THE TANKS SC} THAT THE F11_I._. - MARKI C� TAPE EMPIRE MAGNATEC #31--143 FILTER FABRIC; (DUPONT TYPAR OR MIRAFI 5CTQX) IS REQUIRED FOR WET HOLE.:
<br /> C LOCATIONS ARE FACING ONE ANOTHER, 6 5 8
<br /> # 16 INSTALLATIONS. FABRIC MUST EXTEND TO SLAB AND MAY BE FINNED TO SIDE OF 18215 /2ND AVENUE: SOUTH
<br /> PROVIDING MIN. DISTANCE BETWEEN FILLS ... BURIET 6 -'12" BELOW FINISHED GRADE. _._.___ 1..1OLE': WITH WIRE, ETC. SEAMS MUST BE LAPPED 1° MINIMUM.
<br /> KENT, WA �80�2
<br /> (4) 1"" CONDUITS WHER UNDERGROUND PRODUCT & VENT _ ___ ___.._ _,_ __. ___ _ __.__ �__ __.___ _, -_. _ __. _ _ __ 6222
<br /> TO FACILITATE TANKER DELIVERIES, PIPING RUN (425)2.51 _
<br /> _______... ..______..._._.._. ___.__._......._.._.__. _...............__.____. IT B U I LD i N C;
<br /> PLAN
<br /> _._. =.I__.._._ LL"ON VIEW.._.: �_. �. (425)2518782 FAX
<br /> 9T.E;
<br /> > T L ALL PR DUCT, VENT AND VAPOR PIPING CCVIL. ENGINEERING, LAND PLANNING,
<br /> _.___,__ SHALL .E SIZE OVER SIZE FIBERGLASS SURVEYING, ENVIRONMENTAL SERVICES
<br /> SCALE: 1/4" = 1`--_O""
<br /> .__._...,..... ._,_ ..._,._ ...,n.., __.__- ;°� ,,,,.......,,..,,. _.. .._...._ .........._,_ ........m. ,m.,,..._,,, _. ....,_,,,.. _.n,n. —syc:' ,r';,.. .,rr, ., ,'' - ,✓"�, '. T .., .:. '.''7.. .,,ar. .,..; _ ..�...... ...,c^ �y"`�,_._.. :.".�,.'w�,'"�,,,-,;.✓mac...,..-_. _..,J' __...- ,__..,.-^%�...._,.. _.....r�...__.....,, ..,._..-. _.m"` ..r _....,�C...,_" ,-_....r r r
<br /> ,T.. mom'. ..,., e _.._; .._...,aC. „__.: .w __ _ W�..,. .sem_. ,.-,__.. r '...., ,.,. _.,., __._.. .,., .._...,� ._._-., ,,_._... ,_. '�.._%'�_...., _... ....... .,_ �._.. ..._.. _._ _ _ NC). � DATE REMSIQN DESC,F$6F�T1C�N
<br /> „ .._
<br /> NOTES: UST INSTALLATION
<br /> 02/25/16 NM REVFW COMM'ENTS
<br /> 10/4/16 AGENCY/OWNER REVS
<br /> k3 NOT USED. /3 10/27/16 AGENCY REVS
<br /> 1SLOPE CONCRETE AWAY FROM ALL. MANHOLES 1" RISE COVER 12" RUN. _ _ .....,, __. ..___..._.,.._ . ,.
<br /> LAYOUT TANKS & STAGE 11 VAPOR RECOVERY PIPING SUCH THAT THE Z
<br /> FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT STAGE 11 PIPING DRAINS & ENTERS INTO REGULAR UNLEADED TANK \. -...
<br /> d CONCRETE:. FIRST" W/ 3" CONNECTIONS, AND CONTINUES 3'" 1'0 OTHER TANKS. �
<br /> REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4"" 1O BALL_ VALVE ON MANIFOLD LINE TO REMAIN OPEN DURING NORMAL 6
<br /> 3 OPERATION.
<br /> FROM SURFACE,
<br /> 1 1 NOT C.1 SED,
<br /> REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 6O"` _ _ _ _ ,. .___ ._. _�_._ „___ __ _ _ $
<br /> _A9 - _
<br /> IN L.E"NGTH, PLACE P�EBAR 6" FROM SIDES OF BOX,
<br /> 1 TO ABOVE GROUND VENT RISERS® SEP DETAIL_ ON SHEET C�.G1.6.2,
<br /> SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP, PROVIDE SEAL-OFF TANK PAD MINIMUM 2'--O" OFF OUTSIDE WALLS OF TANKS, AND MU:-,T COVER THE Q ..
<br /> 5
<br /> AT SUMP & BUILDING WIRING TROUGH. CONTAINS LINE' VOLTAGE WIRING. 13 FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPEL. TANK HOLD
<br /> ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT DOWN, AND TO PREVENT" ACCIDENTAL DRILLING INTO TANK. tt
<br /> ONLY, __. .
<br /> _.__. _ _.,, ___ _ _.... _ ___ _ __ .. __. ._.._ ___ ___ _ .v_.__._ __
<br /> CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE f2�
<br /> SEAL,
<br /> ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. FOR 14 CORNERS WHERE MEL-TING CONCRETE.
<br /> STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, RW � � �`4
<br /> PLL.D, VAC SENSORS & -TANK GAUGE TO TANK INTERSTITIAL_ SENSOR 1&> DIESEL OPTION USES JUST ONE PRODUCT" LINE TO DIESEL DISPENSER,
<br /> LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL,-OFFS IN BUILDING & -..-., .., -.- �. - -.. --.---�.- -----______________-
<br /> PRIOR
<br /> _._...n_,_„_,_.___.,_ .___._"_....___..____..__ �
<br /> 6 PRIOR TO LEAVING HAZARDOUS AREA, ROUTE TO INTRINSICALLY SAFE REFER TO DIESEL_ UST' INSTALLATION DRAWING FOR STAND-ALONE UST CHRISP T EPA ) '
<br /> TROUGH IN BUILDING, CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE 16 OR AS AN EXTENSION .TO THIS UST DESIGN.
<br /> WIRING FOR SENSORS, ALL CONDUIT PENETRATIONS MUST BE MADE: WITH
<br /> RCJEE�OY PVC COATED CONDUIT ONLY, SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT" AND
<br /> ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED
<br /> _,_._.�..._...... _....,_.,.__ ,_..�_ ___,...,._..........._..........,.__..____ _.,..__.__ 1_. BY THE: LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL_
<br /> USE PEA GRAVEL CONSISTING, OF NATURALLY ROUNDED AGGREGATE, MIN LOCATION SIGN--OFF SHALL BE DOCUMENTED.
<br /> " & MAX OF 3/"" IN SIZE, FREE OF CLAY, SLAG„ CINDERS„ OR DEBRIS. " V 1 f'
<br /> REFER TO SITE SPECIFIC; PLANS FOR ACTUAL_ PIPE RUNS & NUMBER OF
<br /> ALL, StJBS'f1 fG.l I.F�S MUST BE APPROVED BY MANUFACTURER'S & OWNER"S 18
<br /> FIELD REPRESENTATIVE,
<br /> PRODUCT LINES (1 OR 2 PER UST SUMP).
<br /> ASPHALT AND STONE PER_ - -- -
<br /> PROJECT' SPECIFICATIONS
<br /> ASPHALT Sc STONE' AS
<br /> SPECIFIED BY PROJECT _ 14
<br /> SPECIFICATIONS EXTEND CONTINUOUS _. __ 1 q,.
<br /> FILTER FABRIC 'TO SLAP
<br /> O
<br /> X/
<br /> SLOPE S DEVELOPMENT INFORMA'nON:
<br /> 16 FILTER FABRIC: � �� IDES OF TANK HOLE
<br /> \\ \ OR USE SHORING FOR A1...L
<br /> ARCO ND
<br /> /f __,____ . _....._._,. _.__.._._....___ _ ..._,_ �� TANK EXCAVATIONS IN
<br /> ___ -
<br /> 1� F/i;� ACCORDANCE WITH OSHA 1926
<br /> SUBPART P, OSHA `.STANDARDS 3000 am/pm
<br /> \� 2' 10' Via'" 2" \� - EXCAVATIONS; FINAL RULE
<br /> FUEL CANOPY
<br /> _ , '\/ OCTOBER 1, 1989
<br /> M I NN. _ _ MIN __ __ \
<br /> ff
<br /> 3rd LIFT OF PEA
<br /> GRAVEL.. "TO TOP OF
<br /> 7 8 1 '.. TANK
<br /> SITE \EDD Sa -WAJ.0hk CA_
<br /> \ �\ � 2nd LIFT OF PEA GRAVEL.. _.__... _ __ . ____._...._.__._.
<br /> 1 rn a
<br /> e
<br /> ,
<br /> 1st LIFT OF PEA GRAVELFACILITY # TBD
<br /> "'.°"v': :.m-
<br /> 1�a vr"� N« BED _
<br /> a a a
<br /> \\' a a _ I ° \� B DESIGNED BY, ALUANGE Z&�DM,,
<br /> rn a a a a a _
<br /> AL
<br /> \\\'\�,7 ;�\ \, `\ ` cF+e BY: CIF' REPM
<br /> 2 3 4 5 6 MIN x�or. re r 1O 12
<br /> 1 F3 _ __.-�_._--___ --
<br /> 6" MA 1 r1RAVd� E3Y: ALd,IAN(F PM.
<br /> YI FLIER FABRIC ON._- AL-
<br /> BOTTOM & SIDE, OF VERSION, PROJECT Na
<br /> TANK HOLE (WET 1 .. 11v
<br /> V-12D '17223
<br /> HOLE ONLY) _,__.___ INSTALLED OVER COMPACTED
<br /> 12/14/2015
<br /> __._. ............._.__..___....__.__.._.___.....______.._..._.,..._ .._........._..._...._.............____.,. _..._.___.__. -� l'0" MLN, PEA GR
<br /> NaL SET SOIL. DRAWNG TFLE:
<br /> ALTERNATE ANCHORING BY USE OF DEFLECTION MEASUREMENT BEFORE & AFTER IN WET" HOLE INSTALLATIONS, UST I T LL TIO
<br /> A CONCRETE ANCHORING PAD IS TANK INSTALLATION SHALL BE ACCORDING TO INCREASE 'TO 18" MINIMUM [DER
<br /> PERMITTED. CONSULT WITH MANUFACTURER'S REQUIREMENTS AND SHALL MANUF'ACTURER'S RECOMMENDED (1) 10'0 1 (1) 10'0 2
<br /> OWNER'S REPRESENTATIVE AND BE WITHIN MANUFACTURER'S TOLERANCES, INSTALLATION GUIDELINES. BLENDING
<br /> SUCH SHALL BE INSTAL.I....ED ALL INFORMATION SHALL BE COMPLETED AS DOUBLE LL VENT° VAPOR
<br /> ACCORDING TO MANUFACTURER'S PER -THE MANUFACTURER'S WARRANTY
<br /> RECOMMENDATION. DOCUMENTATION, SHEET NOS°
<br /> 0TYPICAL TANK ANCHORINGf 11
<br /> SCAI_Ea 1/4"" --=� 1"--C)"" Cm)-D—ST
<br /> NOTE: INDICATES STEMS FOUND CSN MATERiAlS
<br /> SHEETS M.5.3,01 & M,5.3.02 Mm5o3m8
<br />
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