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NOTES. UST ANCHORING CLIENI:
<br /> WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE
<br /> WORKMEN SAFETY. SLOPING AND SHORING SHAL.L. BE. PROVIDED TO COMPLY
<br /> WITH OSHA CONS(RUCs MON INDUSTRY STANDARDS 29 CFR PART 1026
<br /> SUBPAR] P, OSHA STANDARDS—EXCAVATIONS: FINAL. RULE OC;TC}E:3ER 1„ 1989. ���.. � ,
<br /> HARDHA'T S SHALL_ BE WORN BY ALL. WORKMEN OPERATING IN EXCAVATION OR
<br /> WHERE OVERHEAD WORK IS PROGRESSING,
<br /> __.....
<br /> TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OEF' 0
<br /> 2 IS REQUIRED BY LOCAL REGULATION, CONSULT WITH OWNER'S
<br /> REPRESENTATIVE,
<br /> _ __.__._._
<br /> NOT USED
<br /> �'..,mm0 NOT USED
<br /> 4
<br /> ZNOT USED
<br /> Z NOT USED
<br /> 7 NOT USED
<br /> ___._.._____. ... ___._._..._... __..._...__.....__ ._. _____.____ _.____.__,
<br /> NOT' USED
<br /> ------____----------------
<br /> ARCO
<br /> NOT USED BID WEST COAST PRODUCTS,LLC
<br /> NOT USED
<br /> F
<br /> 11 NOT USED
<br /> 12 NOT USED
<br /> C"1
<br /> _._7.. ._ NC)T USED
<br /> mac,
<br /> INSTALL, USTs SO THAT IOP OF TANKS AIREm AT SAME HEIGL-IT. ENG "
<br /> IN UNSTABL.E SOIL (AS DEFINED BY SOILS REPORT) THE- DIMENSION tlMMUST BE
<br /> _... `_.. _._ _ ' �_.._..... ._.W. 18215 72ND AVENUE SOUTH
<br /> FILTER FABRIC; E:)UF ONT IMPAR OR MIRAFP 500X) IS REQUIRED .._._.__.__..._._....__.__._._
<br /> ,
<br /> � BOTH SIDES AND ENDS S WITFI FIBERGLASS F{:�TR WET E-iOLF KENT, WA DE3(�3;?
<br /> 16
<br /> INSTALLATIONS ONLY. FABRIC MUST EXTEND TO SI_AE3 AND MAY [w3E PINNED TO (425)251--6222
<br /> SIDE OF EIOL_E:� WITH WIRE., E:FC. SEAMS MUST BE LAPPED 1' MINIMUM.
<br /> ._._..... _._._.__. ._. _._.. __._.. ._ ..... _._. _. (425)251—87€32 FAX
<br /> CIVIL. ENGINEERING, LAND PLANNING,
<br /> SURVEYING, ENVIRONMENTAL SERVICES
<br /> NO, DATE:. REVISION DESCRIPTIONN�
<br /> O�
<br /> _. 1 P4�9! PERMI� ____m__.__..__,_,___
<br /> _._ / ! T SUBMITTAL
<br /> 2 09/6ffi7 CONSTRUCTION RELEASE
<br /> <#) NOTES: UST INSTALLATION !_ ' a 10/10/-17 REV, PER EHD PLAN CHECK
<br /> 11/17/17 REV. E'ER E'HD PLAN CHECK
<br /> _____ _. , . ___ ._ .. _.._.._. _______ _ ____.,_______ ._ _._ . .,. ,._,_,.._._._____ ._._.� ,..�.._ _ _..._._._ _.,. _,�_.._
<br /> — _.
<br /> _. ,.. .__.__ ___..._ _._ __ ,.. _ __ ..___. __.. 01/15/7tT REV, PER EIiD PLAN CHECK
<br /> 11
<br /> 11
<br /> NO f U.`ED,
<br /> _.
<br /> SLOPE C C7NC E E iF AWAY FROM AlE MANHOLES 1" ELISE OVER 12' RUN, 1 01/25/18 V, PER EHO PLAN CHECK
<br /> PIPING SUCH EAYOUI TANKS & STAGE II VAPORRECOVERYRECOVERYC;I-I -EE-iAT. TI-IE.: STAGE 11 _
<br /> FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br /> 02/19/18 RFS PER EtiD I=tnN CHECK
<br /> PIPING DRAIN`;,; & ENTERS INTO REGULAR UNLE'ADE'D TANK FIRST W
<br /> ._._ _. ._ _.. CONNECTIONS, AND CONTINUES .3" TO OTHER RANKS. L9`. 04/16/8 CONSTRUCTION RELEASE
<br /> NORMAL OPERATION,
<br /> REINFORCING BARS TO E3 EW NO LESS THAN 2"' AND NO MORE IWtIAN 4'" 10 BALL_ VALVE ON MANIFOLD LINE TO REMAIN OPEN DI.fRINC) _
<br /> FROM StJE?FACE, s� 1-5/2�/1Ti REV, PER CLIENT
<br /> 11 NOT USED,
<br /> REINFORCE CC NCJREm TE SE.AB AROUND MANHOLE WITH (4) #4 REBAR n0"
<br /> \"
<br /> IN L E_N G TE I. PLACE R E B A R 6" FROM SIDES OF' BOY. /i t
<br /> .._ _____ _____ _......_____.__ _._._ '12 TO ABOVE GROUND VENT RISERS, SEE DETAIL ON SHEET G,0.6,2.
<br /> SINGLE i" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL---OFF � _.._ .____ ____._______.__.._ _.________.._____.___.___ ._.____ __._.,__. _.. ..._.._,__.__._._...____,.... __ _
<br /> 'TANK PAD MINIMUM 2'__0" OFF' OUTSIDE, WALLS OF TANKS, AND �E)`IT COVER TFI
<br /> _.FAL_
<br /> AT SUMP & BUILDING WIRING TROUGH, CONTAINS LINE VC>E_IrvAC'�E: WIRING, 1 3 �Mmm�.Ym�_�rrM
<br /> All. CC)NI.)lllf PENETRATIONS PvL)ST IAF' MADE WITH ROBROY PVC CC}ATFk) CC)NOtJl1'
<br /> FOOTPRINT OF THE TANKS. RE_OI_JIREwD TO PROVIDE FOR PROPER TANK HOLD f C1��s5�
<br /> ONLY, DOWN, AND TO PRE-:VENT ACCIDENTAL. DRILLING INTO -TANK. r �� �1 _4
<br /> ......_..._.._._._......__........
<br /> ____.._._-..___...____._.
<br /> ONE: 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK, FORj4 CUTCORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE
<br /> STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, CORNERS WHERE MEETING C:ONC;RETE,
<br /> PE_LD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL SENSOR _.__.__._.__._ _. ....__ 9�A �
<br /> _____.._. _.__ __.__ ___ .__ _,_ _. / L P DRU
<br /> WLOCA,CION AND HOMERUN TO BLDG, PROVIDE' SEAL.-.-OFFS IN BUILDING & 1 GI DIESEL. OPTION USES JUST ONE PRODUCT LINE' -TO DIESEL DISPENSE R,
<br /> PRIOR -TO LEAVING HAZARDOUS ARTA, ROUTE 1-0 IN TF�INLi,ICAI_L_Y SAFE 1 f � ��
<br /> IF2OUGPi IN BUILDING, CONDUITS SIIAL.E_ CONTAIN ONLY I...OW VOLTAGE C
<br /> WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS MUST BE MA[)E WlTE9 REFER T�O DIESEL USF INSTALLATION DRAWING FOR ST-AND---AL_ONEJ. UST OR AS � � � 7,
<br /> WIRING
<br /> ab
<br /> AN EXTENSION CO 'Th�iEti� UST DESIGN.
<br /> � �
<br /> ROf3R("JY PVC COATED CONDUIT ONLY. `'
<br /> V V ✓
<br /> SEE SITE SPECIE-IC; PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND
<br /> ORIENTATION, FINAL. SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY
<br /> USE, PEA GRAVEL, fuON`~M 17
<br /> ' b MAX F= ATL, MIN TIC4 r '
<br /> ISTING OF NAIURAI_LY ROUNDED AGGREGATE, L_C)CJAI_ DISTRIBUTION l'EFdMINAI_. MANAGER C)TR HIS ACxE�NT, FINAE._ LOCATION
<br /> 8 O %/4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. N._.'OE F SNAE...L. BE DOCUMENTED.
<br /> I
<br /> ALL. SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNERS PREFER TO SITE: SPECIFIC P1 ANS FOR ACTUAL. PIPE: RUNE) & NUMBER OF
<br /> FIELD REPRESENTATIVE,
<br /> PRODUCT LINES (1 OR 2 PER UST SL)MP). '-
<br /> ASPHALT AND STONE PER-
<br /> ce'
<br /> ASPHALTSTONE AS -
<br /> PROJECT SP6:CIE��IOAT10N5
<br /> SPECIFIED BY PROJECT
<br /> SPECIFICATIONS ' EXTEND CONTINUOUS %"
<br /> FILTER FABRIC TO Sl AB
<br /> DEVELOPMENT INFER
<br /> m
<br /> 77
<br /> rX
<br /> ARCO NTI
<br /> ---------------
<br /> �r\r✓/\��\ I l« �„ .� ,f c $ S Lc1: �. ..� ✓ r Uf wL CANOPY M•�,/ 6 MPD's
<br /> !._CJLFr L �1 �...,. ,a� � FIE_TE�R FABRIC - � �
<br /> 1 CE
<br /> SLOPE SIDES U F TANK HOLE
<br /> r.
<br /> OR USE SHORING FOR AI_E_ i -� . �— -- ---
<br /> ` ,/ �
<br /> TANK EXCAVATION`; IN � �/ L
<br /> > �✓',r/�e�"�r� 14?, who, `� ° I 10CACCORDANCE WITf-I OSHA 192( AMIN.
<br /> � TE AD'RCSSSUBPART P, OSHA STANDARDS �f
<br /> — EXCAVATIONS; FINAL RULE
<br /> .
<br /> V ") MIN.
<br /> OCTOBER 1 1950 v'X�'' ° ,
<br /> 609 N. L DORADO STREET fo
<br /> ti7 Src1 UFT OF' @ W.SWAIN RD
<br /> r! « STOC KTON CALIFORNIA
<br /> PEA GRAVEL
<br /> TO ICiP OF
<br /> 1ANK
<br /> FACILITY # TBD
<br /> �i �� ✓��� �. '� r/ A� C1ESI(>NL6 ALLIANCE r
<br /> C1 x �' M \�f 1 NF/RF _ DB
<br /> M \
<br /> 1 �..
<br /> 2nd LIFT OF PFA CRAVF_L.. CHECKED 01/ AP RLPf�
<br /> T , \ I./')
<br /> 1 sf. l_I6 T OF' PFA CSh AVE..I..
<br /> ALLIANCE PM:
<br /> 4 A q ___ _ .__.
<br /> „
<br /> OY MIN �,
<br /> r— ..Nf' 0
<br /> C) N F�`alOYV. 4'R
<br /> \' MI EBF
<br /> \ ✓ r
<br /> �, \��.. �...`\\/" .T _.T.�1 7't� ,, � r `,r��� ......_ a„�A M�M D
<br /> }
<br /> .!.r _r_.!.i.✓✓r�...r_r�.! :.�<._G L_..''t,.. _.r�a ,rr.e��_ _ -.� < ..�. / l�J.r ��r '\\. \\ .�\\'\�
<br /> r'\`•rrr r rf r�.'/ - rf\ �, r
<br /> \ t � PROJECT NC1•
<br /> 17866
<br /> 18 i FILTER FABRIC ON. 1E3 DRAwiNC TITLE."
<br /> _ .
<br /> BOTTOM & SIDESOF IJ T ALLTi x
<br /> TANI" HOLE (WET (1) 10'0 25K & (1) 10-0 12K/5K I
<br /> cs
<br /> IIOI_E ONLY) �u I°.._�)' MIN. PEA GRAVEL �, BLENDING
<br /> __.. ._....__.__ .__ DOUBLE WALL VENT&VAPOR WITH DIESEL;' --
<br /> NfTT w
<br /> INSTALLED OVER COMPACTED SOIL_.
<br /> DEFLECTION MEASE.IREME:IV�1" BEFOREAFTER IN WET HOLE. INSTALLATIONS
<br /> TANK INSTALLATION SHALL, BE ACCORDING 1-0 INCREASE 1O 1D" MINIMUM F E R
<br /> MAN UFAC TL.IRF..R'S REQUIREMENTS AND SHALE_ MANUFACTURER'S RECOMMENDED /r
<br /> BE WITHIN MANUFACT�UFRER'S �FOLERANCES. INSTALLATION GUIDE[ INE.S. l2�
<br /> x)
<br /> ALL INFORMATION SHALL BE COMPLETED AS �
<br /> PER THE MANUFACTURER'S WARRANTY ,
<br /> DOCUMENTATION, M rA5m3v08
<br /> I r N . li IN DETAIL..
<br /> _-_... ------- .._.
<br /> {V0TF: INDICA-IESITEMSFOUND ON MATE'RIAI_.S ;
<br /> XX
<br /> LIST SHEETS M,5.3.01 & M.5.102
<br />
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