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_ PL= 109 . 50 ' _ _ _ INTERSTATE HIGHWAY 5 ( 1 - 5 ) (E) TANK VENT RISERS
<br /> 35' (E) CHAIN LINK FENCE
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<br /> O ----- ) II \ � 2K ) II .. 5 APPROXIMATE L
<br /> ARCO FACT TY 5 50 2 u ( 12K CATION L '- c
<br /> ) II ( 12K N C pQ
<br /> 3 " II IdII OF EXISTING VENT PIPIN�
<br /> TO REMAIN �' O
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<br /> N a g2 � R� 1 �/1� 3 wP� © PIPING INSTALLATION NOTES: (d
<br /> ALL CONSTRUCTION IS EXISTING AND. TO REMAIN UNLESS
<br /> II coN� NOTED OTHERWISE. Cd
<br /> 6� ' CANOPY COLUMTHE NS. FOOSHALTING MD SHROUD FINISHES MAINTAIN AND PROTECT IN 0-
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<br /> CANOPY RAINWATER LEADER F DAMAGED BY ISLAND
<br /> PLACE. THE CONTRACTOR SMALL REPAIR OR E J
<br /> REMOVAL, SEE SHEET CAI-I, TYPICAL ,4•,1
<br /> �- -CO VAPOR AND VENT PIPING IS TO SLOPE AT 1/8" PER FOOT.
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<br /> SIPHON PIPING IS TO SLOPE 1/4" PER FOOT,
<br /> PIPING INSTALLATION NOTES: I
<br /> - Q. SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE
<br /> ® SIDEWALK - ONLY, NOT GRAPHICALLY, ALL PRODUCT PIPING TO BE
<br /> DONCRETE 0 INSTALL NEW VEEDER ROOT DISPENSER SUMP MONITORS, DOUBLE CONTAINMENT PIPE, VAPOR RECOVERY AND VENT
<br /> .EXISTING TYPICAL OF 4. PIPING TO BE SINGLE' WALL PIPE. �V.{
<br /> INSTALL NEW ISLAND BUMPER POST, TYPICAL OF 4. SEE ALL NEW PIPING SHALL BE INSTALLED PER cd
<br /> �J�" DETAIL 6, SHEET CA1-1. MANUFACTURER'S RECOMMENDATIONS AND INSTALLATIONINS ^^LE a``
<br /> -CO 1 / s Q O CONTRACTOR SHALL CONSTRUCT NEW 6" THICK CONCRETE CONNECTORS FROM THE TAN SUCTION& CONTRACTOR MP TO THE SE wVAAPOR MMW z
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<br /> DRIVE SLAB, WITH 3 REBAR AT 18" O.C., EACH WAY OVER RECOVERY MANIFOLD. MAIN PRODUCT LINES AND SIPHON
<br /> ETE .DRNEWALK . , 4" AGGREGATE BASE. PIPING SHALL PROVIDE AT LEAST FOUR (4) FEET OF Q
<br /> [� EX{gt1NG C 1 11, 9 S� PIPING LEGEND STRAIGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION }}�� J
<br /> CONTRACTOR SHALL PATCH AND/OR REPAIR A.C. PAVING OF MORE THAN 30 DEGREES. VJ
<br /> OVER ENTIRE SITE. APPLY SLURRY SEAL AND RESTRIPE : C
<br /> — g2 2• F.G. DOUBLE WALL ENTIRE LOT. ; O PATCH AND •�
<br /> PRODUCT PIPING /OR REPAIR EXISTING CONCRETE SLAB OVER
<br /> TANKS AS REQUIRED BY NEW WORK', SET MANHOLE COVERS _
<br /> - -n'vR- - - - - W OR 3' E.G. SINGLRECOVERY
<br /> 11 CONTRACTOR SHALL MODIFY EXISTING CANOPY COLUMN 1-1/2" ABOVE SLAB. SEE DETAIL A, SHEET TK-2.
<br /> PALL VAPOR RECOVERY SHROUD AND EXTEND TO, GRADE, TYPICAL AT 4 COLUMNS. Z
<br /> PIPING
<br /> —V— — — 2" F.G. SINGLE WALL O2 INSTALL 3" SINGLE WALL, STAGE 11 .VAPOR RECOVERY LINE C. -'
<br /> VENT PIPING 12 INSTALL 2" DIAMETER--ACTIVE-AND- INACTIVE SIPHON LINES - FOR "BALANCE" VAPOR RECOVERY SYSTEM. SLOPE 1/8" (0
<br /> -- — ABANDOPIPING NED AS AND/ORWN ON REPAIR, EXISTING- SUMPSHEET
<br /> AS REQUIREDPATCH
<br /> PER FOOT
<br /> OMPLETETANKS.
<br /> CONN CONNECTION DETAILS
<br /> TO EXISTING VAPOR SHEET C Ln CL
<br /> PL=285 . 82 ' .-
<br /> _ EXISTING UNDERGROUND NEW WORK. RECOVERY PIPING. Cd �. � T -
<br /> UTILITIES (WATER, GAS) - z pa
<br /> 13 CONTRACTOR SHALL RELOCATE EXISTING MOUNTED, O3 INSTALL THREE, 2" DOUBLE WALL, PRODUCT LINES. LINES L Z E
<br /> NEW CONCRETE EMERGENCY SHUT-OFF SWITCH AND SIGNAGE. INSTALL TO BE EQUIPPED WITH LEAK MONITOR IN PIPING SUMP, 0 U o '
<br /> NEW A.C. PAVING SWITCH AT 42" ABOVE FINISHED SURFACES. COMPLETE ALL ATTACHED TO TANK. LEAK MONITOR WIRED FOR TURBINE z W V
<br /> CONNECTIONS TO EXISTING ELECTRICAL SYSTEM, VERIFY SHUT DOWN. SEE DRAWING TK4-1 FOR WIRING DIAGRAM, Wry-• m
<br /> LOCATION WITH ARCO FIELD ENGINEER. SLOPE 1/8-INCH PER FOOT TO TANKS. SEE DETAIL 10, C X O J
<br /> SHEET TK3-2 FOR TYPICAL PIPING ARRANGEMENT AT ^` LLLL.... �-- 9
<br /> TANK ELEVATION: 14 CONTRACTOR SHALL INSTALL NEW VEEDER-ROOT TLS-350 TANK. PIPING SHALL BE INSTALLED PER MANUFACTURER'S
<br /> �1 �� TANK MONITOR UNIT. PROVIDE AND INSTALL AS REQUIRED RECOMMENDATIONS. COMPLETE CONNECTION TO. EXISTING
<br /> PP
<br /> EXISTING. ELECTRICAL POWER AND DATA CONNECTIONS. LOCATE AS 0 o
<br /> PRODUCT PIPING.
<br /> DIRECTED BY ARCO FIELDI ENGINEER. _
<br /> s ® PROTECT EXISTING INSPECTION/08SERVATION WELL IN n (O O
<br /> ' Z� 15 CONTRACTOR SHALL INSTALL NEW TWO—POINT FILL ANDco
<br /> r� PLACE AS SHOWN
<br /> '� A' • VAPOR RECOVERY SPILL (CONTAINMENT AND MANWAY. -
<br /> PL� UNAUTHORIZED CHANGES AND USES: The engineer preparing these TYPICAL OF 3 TANKS. SEE SHEET TK-2.
<br /> C plana will not be responsible:for, or liable for unauthorized ) INSTALL NEW 4'x7', STEEL-FORMED, CONCRETE' DISPENSER
<br /> r for, unauthorized changes to or uses of these plans. AN changes ISLAND, TYPICAL OF 4. REFERENCE DETAIL-1, SHEET
<br /> Z plans must be In writing and must bne approved by the preparer i6 INSTALL NEW 48" DIAMETER TURBINE SUMP. INSTALL NEW CAL-1.
<br /> m of these plans. SUMP COLLAR AS REQUIRED, BY TANK MANUFACTURER
<br /> Construction contractor agrees that In accordance with generally (SUB—CONTRACTOR TO G..C.) TYPICAL OF 3. PATCH AND
<br /> © INSTALL FOUR (4)' GILBARCO "ADVANTAGE" SERIES 879, o
<br /> accepted construction practices, construction contractor will be L. OR REPAIR EXISTING CONCRETE SLAB OVER TANKS AS 48" FRAME, MULTI-PRODUCT. DISPENSERS, TO BE FITTED w
<br /> required to assume sole and complete responaiblity for Job site REQUIRED BY NEW WORK. SET MANHOLE COVERS 1-1/2" ci u1 ai m
<br /> conditions during the course of construction of this project, WITH WITH BALANCE, STAGE II HOSES AND NOZZLES, z rc rn
<br /> Includingsafe of all persons and ABOVE SLAB. SEE DETAIL 16, SHEET TK3-5. MAINTAIN 27 — tum x a'
<br /> y p property, that This requirement BREAK AWAY VALVES AND UNDER DISPENSER W ¢ v
<br /> shall be made to apply continuously and not limited to normal MAXIMUM SLOPE ACROSS TANK SLAB. - ai 2 : m 4
<br /> working hours, and construction contractor further agrees to VALVES NAND 3MCNTERCOM.ING SEECDRAWINGST AND PTOK,3 SHEAR3 ND a 2 m d
<br /> GENERAL NOTES? defend, Idemni/y and hold design professional harmless from any 17 INSTALL ONE (1) 2 H.P. VARIABLE SPEED TURBINE IN THE ® W 0 o �
<br /> and all liability, real or alleged, in connection with the performance TK3-4 FOR TYPICAL INSTALLATION DETAILS. SEE DRAWING a o o
<br /> of work on this project, excepting liability arising from sole 12,000 GALLON UNLEADED TANK AND ONE (1) 2 H.P. TK4-1 FOR DISPENSER WIRING DIAGRAM, START UP BY m 2 C o ti I
<br /> NOTE TO CONTRA -TOR: i ORI o I7 CONCRETE SHALL negligence of design professional, TURBINE IN THE 12,000 GALLON, 92 OCTANE TANK. SEE MANUFACTURER'S REPRESENTATIVE.( CONTRACTOR TO R c o 'a � .
<br /> ;> BE COLORED �e CONSULT WITH ARCO FIELD ENGINEER - DRAWING TK4-1 FOR MONITORING CONDUIT DETAIL AND `i PURGE LINES WITH MINIMUM 200 GALLONS PER HOSE. ANY '"3 0 m m
<br /> FOR SPECIFICATIONS OF CONCRETE MIX, ALL CONCRETE Engineers Note to Confractor• SENSOR PROBE MOUNTING DETAILS. AIR POCKETS OR START-UP PROBLEMS DUE TO IMPROPER 2 0 0 `D m
<br /> TANK SLABS SHALL BE NATURAL COLOR CONCRETE. `t The existence and location of any underground utilities, pipes, INSTALLATION QR INCORRECT 'MRING THAT DESTROYS �U 6;
<br /> and/orstructures shown on these plans were obtained by a 18 RESET EXISTING ANNULAR SPACE MANWAY TO NEW GRADE ELECTRONICS WILL BE BILLED BACK TO THE.CONTRACTOR.
<br /> search of available records. To the best of our knowledge, there LEVEL. NOTE THAT PIPING 70 THE DISPENSERS
<br /> - are no existing utllities except as shown on these plans. The _ / MUST ALWAYS BE master release date
<br /> contractor shall ascertain the true vertical and horizontal location _ " - '`., / INSTALLED TO THE "B" SIDE OF THE. DISPENSER TO
<br /> and size of those to be used of an underground utilities and CONTAINMENT SUMP. THE UNDER DISPENSER
<br /> y g ENSURE PROPER MOUNTINGTO TH
<br /> GRAPHIC SCALE utilities.be responsible for any damage to any public or vete
<br /> utilities, shown or not shown hereon.
<br /> 1Q Q 5 tp IMPORTANT .NOTICE NO. DATE REVISIONS PROJECT RELEASE pr0j axe, drawn by
<br /> Permit to Excavate will be wild. For r DI Alert 1 U 8 ;9 a REV. PER CALM
<br /> NMME r n ��
<br /> Section 4216/4217 of the Government Coder utas NIS /� I 1'7 LV
<br /> o DIg Alert Identlflcation Number be issued before a PERMIT _
<br /> ( IN FEET) ID Number Call 9 / / f l 'NIS prOjdCt I fa_—
<br /> 1 Inch = 10 feet -
<br /> cility
<br /> UNDERGROUND SERVICE ALERT BID 5450
<br /> 1-800-227-2600
<br /> For Underground Locating, 2 working days before you dig. -
<br /> CONST. sheet / file
<br /> -- _-- —
<br /> AS—BUILT TK 1
<br /> of
<br /> AR444 C/5450/5450E I-1,DWG -
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