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<br /> tCaEnSg. AND USES The a+ 9#nose' preparing rl
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<br /> to or uses of these, lana. All changes and/or structures shown on.
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<br /> ARCHITECTURAL AND CINL DRAWINGS
<br /> GS S
<br /> HALL
<br /> TAKE
<br /> ALL CONS
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<br /> ON
<br /> S E TING AND T0 REMAINI
<br /> N U are no existing utilities except'aa'ohown on the e plans. The
<br /> . PRECEDENCEFOR REFERENCING ALL DIMENSIONS, NOTED oTHERWSE
<br /> contractor shall ascertainme true vertical and horizontal location COMPLIANCE NOTES. PIPING INSTALLATION NO
<br /> N
<br /> E
<br /> r.,_a will not �e ssa onsibte for of liable forunauthorized The location of any underground utilities, PPes.
<br /> tu vcontractor ogress that In accordance wm generally and size of those be used:of anYunclerround utilities and PROPERTY LINES ELEVATIONS AND EQUIPMENT NT LOCATIONS.
<br /> yeuotan pra1caa. corstruaton contractor will be aha( be responsible for art Y damage to Public or private � THE CONTRACTORSHALL MAINTAIN AND PROTECT E
<br /> L,ES:5
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<br /> 9pto assume solo and-com lofo rasponaib#1h/ for job sHutilities, shown or not shown hereon. f • Z
<br /> conditions during the course of construction of this project, - ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND CANOPY COLUMNS. FOOTING AND SHROUD FINISHES IN
<br /> -
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<br /> ,
<br /> "
<br /> I z `
<br /> A THE NIRA T PAIR A
<br /> z � RTI ANY WORK., ANY PLACE. E p COR SHALL RE OR RE
<br /> Including safety of all rttor(a and property, that this requirement VERIFIED IN :THE FIELD BEFORE STARTING REPLACE
<br /> � pa _P party. h 9
<br /> �'I
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<br /> -1 Y RAINWATER F
<br /> t ' F R NW R R1 A Y1
<br /> shall be mad* o a continuously Grid not limited to norrrro! IMP H CALLED TO THE ATTENTION 0 CANOP TE LEADS DAMAGED 8. ISLAND
<br /> apply ty IMPORTANT NOTICE � : DISCREPANCY SHALL BE LE
<br /> r O.. ,..
<br /> working o f r
<br /> /- a
<br /> w n hours, and construction contractor further agrees to
<br /> g . g section'4216 4217 at the covernmen REMOVAL SEE SHEET CAi 1 TYPICAL
<br /> / t code efor a o THE ' WNER S ENGINEER FOR HIS DECISION BEFORE'
<br /> o w, Q
<br /> defend, ldemnif and hold design professional harmless from a o D Alert identification Nu .� •
<br /> Y g P any i9 d tuber o laced before o
<br /> /: O
<br /> C5 PROCEEDING WITH THE WORK.
<br /> # 'Pem+ft to Fxcowte wR1.be valid..For; r 01 Nert E
<br /> and al liability, or alleged, In connection with the rformance Y� 9
<br /> tY eg W "( m rD w
<br /> N
<br /> Number Call - I I ''
<br /> E o T PIPING I T AT 1 FOOT.
<br /> ai work an this "ro ecf, excepting' ilabTli arising from sole � VAPOR AND VEN G $ O SLOPE /8 PER. 00 ,
<br /> P I h 9 M p, n
<br /> E o >.
<br /> 5
<br /> negligencef #
<br /> o design professional. UNDERGROUND N RVI P
<br /> g P ER U D SE CE ALERT E � J - GENERAL CONTRACTOR SHALL'OBTAIN NECESSARY PERMIT ` SIPHON PIPING IS TO SLOPE 1 4 PER FOOT. � c _.O
<br /> �/ o / W,
<br /> 1-800-227-2600 59 a: ' a- n FROM. THE DIVISION OF INDUSTRIAL SAFETY, STATE OF C �
<br /> �. CL
<br /> / II _ "
<br /> ,.For Under
<br /> ound Locating. 2 working
<br /> 1 .
<br /> 9r g, ork do before dfg. - ( EXCAVATIONS F TRENCHES 5 -0 OR SECONDARY CONTAINMENT .PIPING IS SHOWN 8Y -NOTE
<br /> s r8 r«, s � CALIFORNIA ,:.FOR EXC 0 5 0 G
<br /> MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO ONLY, NOT `GRAPHICALLY. ALL PRODUCT PIPING TO BE ICU
<br /> DESEND. DOUBLE CONTAINMENT PIPE. VAPOR RECOVERY AND VENT U
<br /> I
<br /> m
<br /> 0' PIPING TO BE SINGLE WALL PIPE. .;cp=
<br /> rCP.L =145.0GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR
<br /> 65.00 (EASEMENT) E
<br /> PLANTER OINSTALLATION. YAN FA TURE S RECOMMENDATIONS AND INSTALLATION G-
<br /> :O1
<br /> C
<br /> TRASH
<br /> INSTRUCTIONS,-CONTRACTOR SHALL USE FLEXIBLE' v C
<br /> TANK SYSTEM TO BE INSPECTED BY GOVERNING AGENCY CONNECTORS FROM THE TANK SUMP TO THE VAPOR'.' c W ` a
<br /> ENCLOSURE U: ep L �.
<br /> AND ARCO ENGINEER AT FOUR (4) SEPERATE RECOVERY MANIFOLD. MAN PRODUCT LINES AND SIPHON
<br /> CONSTRUCTION PHASES AS REQUIRED: PIPING SHALL PROVIDE AT LEAST FOUR (4 FEET OF " r
<br /> STRAIGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION C ■1-+
<br /> C
<br /> OMw 1 PRIMARY PIPING HYDROSTATICALLY OR OF IAORE THAN 30 DEGREES 0 v
<br /> LN. PNEUMATICALLY TESTED FOR 30 MINUTES. c �'
<br /> o „ ♦♦ ♦♦ C
<br /> INSTALL NEW 48 DIAMETER TURBINE ,SUMP::REPAIR. V - •- �.! " • :.
<br /> O � c
<br /> 2. INSPECTION OF ALL SECONDARY CONTAINMENT, EXISTING" SUMP COLLAR AS REQUIRED BY TANK •- ''^^ ;
<br /> INCLUDING TESTING, IN ACCORDANCE WITH• � MANUFACTURER (SUBCONTRACTOR TO G.C.). TYPICAL OF '4: p .� -d•
<br /> 10 a MANUFACTURERS GUIDELINES. N
<br /> 5 18 TREE' WELL O
<br /> EXISTING TANK NT 2 PATCH AND/OR REPAIR EXISTING CONCRETE SLAB OVER
<br /> — _ _ — _ _ Mw 3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE O TAN R O r
<br /> Mw RISERS — — — — — — KS AS REQUI ED BY NEW WORK. SET MANHOLE COVERS i
<br /> — — . . — — - — — — LEAK DETECTION SYSTEM. - - - L
<br /> 0 — . — — — _ — 1 1/2 ABOVE SLAB. SEE DETAIL 16, SHEET TK 3 5.
<br /> �1- I co
<br /> O Mw MAINTAIN 2% MAXIMUM SLOPE ACROSS TANK SLAB. `
<br /> o - ALL TANK SUMPS `AND UNDER DISPENSER CONTAINMENT N
<br /> SUMPS SHALL BE HYDROSTATICALLY TESTED WITH
<br /> 6 3 INSTALL 3" SINGLE WALL, STAGE 11 VAPOR RECOVERY LINE
<br /> _ ___I STANDING WATER FOR A PERIOD OF 24 HOURS. TO INSURE O
<br /> • ° THAT THAT THE SUMPS ARE WATERTIGHT. THE ARCO FIELD FOR BALANCE VAPOR RECOVERY SYSTEM. SLOPE 1/8 O
<br /> { 0 c
<br /> 1 ° p zO E E PER FOOT TO TANKS. SEE DETAILS AND SECTIONS, SHEET
<br /> ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK •-�
<br /> 11 / TK3-3. •1-+ `
<br /> INSTALLATION TEST CHECKLIST BEFORE CONTRACTOR WILL U
<br /> BE PAID. „
<br /> O . .
<br /> w - Mw 4 INSTALL TWO, 2 DOUBLE WALL, PRODUCT LINES. LINES TO
<br /> TANK SYSTEM, LEAK, DETECTORS AND MONITORING SYSTEM O BE EQUIPPED WITH LEAK MONITOR IN PIPING SUMP; 6. Q
<br /> -�� INTEGRITY TESTS FORWARDED AND APPROVED BY ATTACHED TO TANK. LEAK MONITOR WIRED FOR TURBINE CO U
<br /> Mw
<br /> / ° .,
<br /> . : 1• � GOVERNING AGENCY PRIOR TO ..TANK SYSTEM BEING PLACED SHUT DOWN.- SEE DRAWING TK4-1 FOR WIRING DIAGRAM. 5
<br /> 00. z ® . � 1N OPERATION. SLOPE 1/8-INCH PER FOOT TO TANKS. SEE DETAIL 10, L
<br /> p / I SHEET TK3-2 FOR TYPICAL PIPING ARRANGEMENT AT - CIO
<br /> AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE TANK: PIPING SHALL BE INSTALLED PER MANUFACTURER'S •�
<br /> d w- — Mw
<br /> JQ
<br /> SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR RECOMMENDATIONS. C E
<br /> TO TANK OPERATIONS. 4-1
<br /> ' 5 REUSE THREE, 2" VENT LINES. SLOPE 1/8-INCH PER FOOT N ICU
<br /> �` J o EVIDENCE OF FINANCIAL .RE5PONSIBILTY SHALLBEO TO TANKS. a
<br /> _
<br /> (0 , a:
<br /> SUBMITTED TO GOVERNING AGENCY. �" I '
<br /> 1 6 TERMINATION POINT OF TANK VENTS TO BE A MINIMUM OF �
<br /> ARCO FACILITY 2 30 � ` ' / O
<br /> LU # a I TREE WELL ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING
<br /> ID O INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED OPENING RPROPERTYC J
<br /> a w = Mw Mw CODES, LOCAL CODES AND GOVERNING AUTHORITIES. 0 E 0 LINE THAT CAN BE BUILT UPON.
<br /> o 0 J , VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH
<br /> a v 0 Mw I UNIFORM FIRE CODE REQUIREMENTS.
<br /> ° \ Q THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE
<br /> { o o ® COMPATIBLE WITH THE PRODUCT STORED. E
<br /> 1 0 INSTALL THREE 3/4-0 PV
<br /> /) I G7 EC, SCHEDULE 40 CONDUITS FOR ^'
<br /> � W
<br /> SUBMERSIBLE PUMP POWER. W
<br /> —I — GENERAL NOTES. V
<br /> INSTALL BALL FLOAT VALVE EXTRACTOR FITTING ASSEMBLY� B C
<br /> L�
<br /> FOR VENT AND STAG II VAPOR CO
<br /> • . . _ . ; - . E 0 RECOVERY; SEE SHEET
<br /> -A. ALL TANK AND LINE INSTALLATIONS SHALL BE PERFORMED
<br /> TK 1 N
<br /> . 2 AND DETAIL 5 .SHEET TK3 L
<br /> Mw 5 SHOWN ON ARCO TANK DRAWINGS TIC SERIES AND J
<br /> O ^^
<br /> ARCO MASTER CONSTRUCT
<br /> ION SP CIF
<br /> (CATIONS (SECTIONS 1 7
<br /> SEE DRAWING TK4 2 FOR MONITORING.. CONDUIT DETAILS.T0 THIS PROJECT
<br /> W
<br /> L
<br /> '
<br /> 8 9
<br /> I _
<br /> O10
<br /> PROTECT CT EXISTING INSPECTION/OBSERVATION
<br /> WELL
<br /> iN18 B. THESE PLANS ARE DIAGRAMATIC INNATURE AND
<br /> ro
<br /> L
<br /> P ACE AS SHOWN..
<br /> 'INTENDED .TO BE AN EXACT REPRESENTATION OF THE
<br /> ,
<br /> . :.:• . OMw FINAL PRODUCT. GENERAL, CONTRACTOR SHALL RELOCAT
<br /> EM 11INSTALL 2 DIAMETERACTIVEAND INACTIVE SIPHON LINESL
<br /> Ca
<br /> MODIFY, -0R ADJUST TO PROVIDE SYSTEM CONSISTANT _ Q4 Mw AS SHOWN ON DETAILS 6 7 AND 8 SHEET TK3 2
<br /> — — : • O Y I. WITH THE iNTENT 'OF .THE DESIGN. THE GENERAL
<br /> Mw :... a CONTRACTOR SHALL PREPARE AS-BUILT PLANS AT THE
<br /> . •< 3 INSTALL NEW 4 x10 STEEL-FORMED CONCRETE DISPENSER
<br /> O
<br /> O v w . ...i I ; w COMPLETION OF THIS JOB. 12 E
<br /> o MW o ISLAND;. TYPICAL OF 2: REFERENCE DETAIL 4, SHEET C ad
<br /> a! O _
<br /> PUBLIC TELEPHONES TREE, C. INSTALL CONDUITS AND CONDUCTORS AND/DR PULL 'ROPES TK3_1.
<br /> 1 Mw Mw FOR PUMPS AND MONITORING EQUIPMENT AS SHOWN ON Co 16 14 15 13 0 p
<br /> ELECTRICAL DRAWINGS. ALL CONDUITS LEAVING CLASS I 13 INSTALL NEW 4'x7', STEEL-FORMED, CONCRETE DISPENSER Li
<br /> ill COL. 1r Mw I O ISLAND, TYPICAL OF 2. REFERENCE DETAIL 4, SHEET TK3-1 ,Co
<br /> P PING L E G E N O HAZARDOUS AREAS SHALL BE SEALED PER N.E.C. AND ■(� 08- rn
<br /> LOCAL REQUIREMENTS.
<br /> „ I I 14 INSTALL FOUR (4) GILBARCO "ADVANTAGE" SERIES B79, rn
<br /> 92 2 F.G. DOUBLE WALL 4
<br /> D. ARCO SHALL PERFORM LINE TESTING AND AIR QUALITY 48" FRAME, MOLT-PRODUCT DISPENSERS, TO BE FITTED co C >
<br /> PRODUCT PIPING DISP. D P. 18 �� ( WITH WITH BALANCE, STAGE II HOSES AND NOZZLES, 0 = � o
<br /> TESTING:: CONTRACTOR REPRESENTATIVE SHALL BE � _
<br /> - —3"VR— — — 2" OR 3" F.G. SINGLE I EXISTING I.C.R. PRESENT DURING TESTING. BREAK AWAY VALVES AND UNDER DISPENSER E
<br /> WALL VAPOR RECOVERY TO REMAIN PG&E UTILITY VAULT CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR 06 0 a a
<br /> 3 I I E VALVES AND 3M INTERCOM. SEE DRAWINGS TK3-3 AND V
<br /> PIPING .. < . . FENCE :.JOB SITE WITH 6 FT. HIGH CHAIN LINK FENCE
<br /> oI TK3-4 FOR TYPICAL I E
<br /> as .... . <
<br /> —
<br /> V_
<br /> 2" F.G. SINGLE WALL
<br /> DURING CONSTRUCTION 0 T CLDETA LS SEE DRAWING W
<br /> T 1 TK4-1 FOR DISPENSER WIRING DIAGRAM. START UP BY C `�
<br /> VENT PIPING �. t
<br /> ad
<br /> N o o n "
<br /> Mw F UTILIZE EXISTING ELECTRICAL SIGNAL CONDUIT WHEREVER MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO O Gv .-
<br /> I I - -c— - - a o ;, / Z 4 W
<br /> EXISTING UNDERGROUND _ , . POSSIBLE REPLACE ALTER INSTALL NEW CONDUIT AS PURGE LINES WITH MINIMUM 200 GALLONS PER HOSE ANY
<br /> °• . .: / /
<br /> UTILITIES WATER, GAS AIR POCKETS OR START-UP PROBLEMS DUE TO 1NPROPER ■�
<br /> a ( ) REQUIRED.,REPLACE DETERIORATED CONDUIT AS REQUIRED. (Q : V L. ;
<br /> " I INSTALLATION OR INCORRECT WIRING THAT DESTROYS ■F+ o
<br /> NEW CONCRETE Q Q
<br /> 0 : _
<br /> 10 G ;CONTRACTOR SHALL TOUCH-UP: PAINT AS REQUIRED. ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. .� a
<br /> MN 16 1415 18 117 12 o Q NOTE THAT PIPING TO THE DISPENSERS MUST ALWAYS BE
<br /> „ L.L.
<br /> NEW A.C. PAVING i Mw H. INSTALLED TO THE B SIDE OF THE DISPENSER TO
<br /> REPLACE ALL. DISPENSER FILTERS JOB COMPLETION.
<br /> 0 COL. P.I.C. COL 0 D.I. ENSURE PROPER MOUNTING TO THE UNDER DISPENSER
<br /> ED. EQ. L ALL IMPROVEMENTS ARE EXISTING AND TO REMAIN UNLESS ' CONTAINMENT SUMP.
<br /> N� NOTED OTHERWISE. PROTECT FROM DAMAGE DESTRUCTION.
<br /> TANK ELEVATION : 13 �� I 15 INSTALL DISPENSER SUMP MONITORS, TYPICAL OF 4.
<br /> J. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES
<br /> " EXISTING. '��'/ AND REGULATIONS. 16 INSTALL NEW ISLAND BUMPER POST, TYPICAL OF 4. SEE
<br /> � O DETAIL 6, SHEET CA1-1. N
<br /> TRAFFIC SIGNAL �.
<br /> K. INTALL EXPANSION JOINTS E.J. AND CONTROL JOINTS ca � .
<br /> • PLANTER ( )
<br /> CONTRACTOR 'SHALL INSTALL NEW P.I.C. MACHIN -
<br /> F C.J. 1N ALL-NEW CONCRETE WORK AS SHOWN AND 17 E, SEE to fn ,
<br /> TRAFFIC SIGNAL ( ) O W
<br /> — DETAIL XX, SHEET XX.
<br /> AREA" LIGHT _ REQUIRED: V Z
<br /> ':CONTROL :BOX 1
<br /> _ 7
<br /> _ m
<br /> 5 �•
<br /> 47. XI TIN WATER w
<br /> _. . E S G E 2
<br /> R
<br /> ., o
<br /> 18 CONTRACTOR SHALL INSTALL NEW PBUMPER �
<br /> S P.I.C.G BUM E POST o
<br /> _ 70 UNDERGROUND WIRING HA B INSTALLED IN THREADED
<br /> m
<br /> P.L. 131. EXISTING HANDIC P E D G S LL E LL O
<br /> .METER. ' " ,o� .o- co
<br /> TYPICAL OF 2 SEE DETAIL XX SHEET XX. o m N
<br /> • _ p l N � ca vu� N
<br /> -- EXISTING CONCRETE > ACCESS RIGID METAL PIPE PER N.E.C. 514 8. EXCEPTION 0. 2 � m ,.
<br /> PERMITS NON-METALLIC CONDUIT IF BURIED 24 INCHES R c to w
<br /> SIDEWALK a ca o ,.)
<br /> EXISTING CONCRETE R
<br /> 19 CONTRACTOR SHALL PATCH AND/OR REPAIR EXISTING A.0 v,n S? r)
<br /> TRAFFIC SIGNAL DEEP WITH GROUND. WIRE AND AT 'LEAST 24 INCHES OF O / �:rn,o � � m-•
<br /> DRIVEWAY METAL'CONDUIT IS INSTALLED UNDERGROUND. PAVING AND CONCRETE AS REQUIRED BY NEW WORK. r 0"
<br /> CONTROL BOX 1 0 0
<br /> cc
<br /> EXISTING CONCRETE V cl� o:;.'`.
<br /> AFFIL SIGNAL M. ALL UNDERGROUND ELECTRICAL CONDUIT RISERS SHALL BE
<br /> DRIVEWAY PVC COATED RIGID GALVANIZED STEEL TO A DEPTH OF 24
<br /> EXISTING TREE WELL master release -date
<br /> .. . EXISTING :CONCRETE ' INCHES BELOW GRADE. ALL ELECTRICAL CONDUIT BURIED
<br /> SIDEWALK, CURB' AND 24 INCHES DEEP SHALL BE SCHEDULE 40 PVC.
<br /> GUTTER `
<br /> N. CIRCUIT DISCONNECTS TO OR THROUGH THE DISPENSING
<br /> I •
<br /> EET
<br /> _ PUMP SHALL DISCONNECT ALL CONDUCTORS, INCLUDING N0. ' DATE REVISIONS prof. exe, drawn by
<br /> ANY GROUNDED -CONDUCTORS PER N.E.C.-514-5. 01/28/98 OO/TAIT
<br /> LS -
<br /> 0• 1F` STRONG'ODOR OF' GASOLINE OR DIESEL-FUEL IS project faclllt
<br /> PRESENT IN EXCAVATED MATERILAS; STOCKPILE '
<br /> GR APH/C SCALE r�
<br /> ��- CONTAMINATED MATERIALS ON PLASTIC FILM AND `COVER Z13O
<br /> -T
<br /> to '' S WITH SAME. NOTIFY ARCO: ENVIRONMENTAL ENGINEERING
<br /> i
<br /> h it
<br /> sheet file
<br /> FOR "DISPOSAL. COORDINATE ALL ENVIRONMENTAL MATTERS ;
<br /> P A ENVIRONMENTAL WITH. PAUL SUPPLE, ARCO E RONMENTAC ENGINEERING_
<br /> IN FEET
<br /> `
<br /> PHONE'. 510 299 8891. PROVIDE ALTERNATE BI ITEM. T \i
<br /> 1 inch 10 feet 1
<br /> UNIT :.COST (S/CUBIC YARD) FOR OVER-EXCAVATION WORK
<br /> of
<br /> AR944 21 TKI.DWG
<br /> 30213 0
<br />
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