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<br /> 1. REMOVE EXISTING DISPENSERS, TANK AND DRIVE SLABS AS REQUIRED (CONFIRM EXTENT W/ OWNER) 1 �*
<br /> PRODUCT AND VAPOR RECOVERY FIPING, AND TANK TRIM AS REQUIRED. NOTE THICKNESS OF EXISTING jU O
<br /> TANK 5L,45 AND PRESENCE OF EXIST. TANK FOLD-DOWNS AND REPORT CONDITIONS TO OWNER. IF -4 0
<br /> HOLD-DOWNS NOT PRESENT, BALLAST TANKS AS REQUIRED TO MAINTAIN EXISTING BURY DEPTH. im
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<br /> 2. EXISTING UNDERGROUND STORAGE TANKS (U5T5), t0 REMAIN. DOUBLE WALL, DRY ANNULAS, F.R.P.
<br /> (FIBERGcLA&S REINFORCED PLASTIC) BY XERXES. TANKS / PRODUCTS WILL BE TWO 10K REGULAR GASOLINE,
<br /> N �
<br /> ONE 12K SUPER GASOLINE, ONE 10K DIESEL. REPAIR EXIST, SUMPS, IF REQUIRED.
<br /> i
<br /> 3. EXISTING MONITOR CONTROLS AND ALARM, W/ VISUAL 4 AUDIBLE ACCESSIBILITY. INSTALL NEW SYSTEM LL
<br /> COMPONENTS, AS REQUIRED, REPLACE EXISTING PETROLEUM SYSTEM CONTROLS W/ NEW, AS REQUIRED.
<br /> � -- 1 4. NEW (N) TANK VENT RISERS ON RISER RACK. INSTALL LISTED FLEX CONNECTORS AT BASE AND CONNECT TO
<br /> ! 1 TANK VENT PRIMARY PIPING, WITHIN CONTAINMENT / TERMINATION SUMP.
<br /> � 1
<br /> j ! 5. NEW DOUBLE-WALL FIBERGLASS REINFORCED PLASTIC (F.R.P.) TANK VENT LINES SLOPED BACK TO TANKS AT lu 67
<br /> I 1/a" PER FOOT, MINIMUM. MINIMUM PRIMARY PIPE SIZE SHALL 5E 2"� Z `4
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<br /> NEW 3+0 BLENDER DISPENSER ON NEW CONTAINMENT / SHEAR VALVE SYSTEM. PROVIDE CONDUIT, W } U ° q U
<br /> I SEAL-OFFS AND WIRE PER MNFR. INSTALLATION PROCEDURES. TYPICAL OF 4. V u
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<br /> z I 1, NEW 3+1 BLENDER DISPENSER ON NEW CONTAINMENT / SHEAR VALVE SYSTEM. PROVIDE CONDUIT, SEAL-OFFS I„r X � O
<br /> 1 k O I c�lQ1UU
<br /> AND WIRE PER MNFR. INSTALLATION PROCEDURES. TYPICAL OF 2.
<br /> EXISTING STORE i W = � � � ` ~
<br /> 1 I a. NEW 3"0 F.R.P. PHA5E If VAPOR RECOVERY PIPE W/ F.R.P. SECONDARY CONTAINMENT PIPE FROM
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<br /> I DISPENSERS TO GASOLINE TANKS. SLOPE TO TANKS AT 1/8" PER FOOT, MIN. V OL O q) t LU
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<br /> I 9. NEW 2"0 (MIN.) F.R.P_ PRODUCT PIPE W/ F.R.P. SECONDARY CONTAINMENT PIPE, TYPICAL. SLOPE TO TANKS AT
<br /> j 1 i 1/a" PER FOOT, MIN.
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<br /> - 10. NEW 2"� F.R.P. 5IPHON PIPING W/ F.R.P. SECONDARY CONTAINMENT PIPE. SLOPE UP TO TURBINE SUMP 1/4"
<br /> j PER FOOT, MIN. INSTALL BALL VALVE IN TURBINE SUMP 5EFORE SIPHON ASSEMBLY. Q Ui
<br /> 11. INSTALL NEW SIPHON ,455EM5LY AT REG. STP (5U5MERSiBLE TURBINE PUMP), W/ SIPHON CHECK VALVE, z
<br /> VACUUM GAUGE, ETC., PER TURBINE MNFR. REQUIREMENTS. Lu
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<br /> 13 14 15 I& 11 L--------- --J U
<br /> 12_ MANIFOLD UNLEADED REGULAR PRODUCT SUPPLIES. INSTALL IN-LINE CHECK VALVES At REGULAR TURBINE
<br /> - 1 21 I DISCHARGES.
<br /> / I I 13. EXISTING INTERSTITIAL MONITORING, TO REMAIN, W/ NEW fro" MIN. WATERTIGHT (W.T.) MANHOLE. TYPICAL OF 4_
<br /> j 20 I 0
<br /> �\ I1 �/ I 22 i 14- INSTALL NEW 42"(P (MIN.) F.R.P. SUMPS, ONTO EXISTING UST&, TYPICAL OF CCONFIRM LOCATIONS). m
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<br /> I 1 15. NEW TANK FILL SYSTEM W/ !5 GALLON (MIN.) FILL CONTAINMENT (4) AND PHASE I VAPOR RECOVERY AT
<br /> 2 --- I ❑ a ° GASOLINE TANKS (3), W/IN SUMP, W/ FLOAT SWITCH SUMP PROBE AND LID ASSEMBLY (4 TOTAL FILL W Q
<br /> --. .- I ASSEMBLIES, 3 W/ VAPOR RECOVERY).16K REG J O
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<br /> I o 1�. RELOCATE EXISTING AUTOMATIC TANK GAUGES, IN TURBINE SUMP, TYPICAL. UPGRADE GASOLINE ASSEMBLIES � � '� N
<br /> AS REQUIRED 5Y ENHANCED 'VAPOR RECOVERY (EVR) STANDARDS / EXECUTIVE ORDERS,
<br /> -——— ----- -----
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<br /> � o .. -••- - I I , 11. NEW SUBMERSIBLE TURBINE PUMP CSTP), TYPICAL, W/IN EXISTING F.R.P. SUMP W/ FLOAT SWITCH SUMP PROSE, Lu
<br /> ----- -- --- -- LID, AND NEW 3�"0 (MIN.) MANWA T. AUTO STP SHUTDOWN ON PROBE ALARM AND IF ANS' OF THE MONITORING �Q
<br /> Sino II j SYSTEMS FOR THE PIPING FAIL OR ARE DISCONNECTED. REPAIR OR REPLACE EX1&TING SUMP AS TESTS n U Q
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<br /> codr. _ __ �7 __ I 19 I Ia. B,4CKFiLL TRENCHES W/ PEA GRAVEL t0 LEVEL REQUIRED FOR NEW SLURRY COVER AND PAVING BASE.
<br /> ---" -- - - - I 1 PROVIDE CONCRETE 4" THICK MIN. OVER PEA GRAVEL.
<br /> ! I MINIMUM ro" CONCRETE SLAB W/ 04 REBAR AT 24" O.C. BOTH
<br /> �--- -- -- --- ~� I 23 19. REPLACE DRIVE SLAB REMOVED FOR PROJECT,
<br /> Ism EG 1 I I WAYS, OVER 6" AGGREGATE BASE_ NEW PAVING SECTION SHALL BE NO LESS THAN EXISTING ORIGINAL. SEE Lu N
<br /> } I I KEYNOTE 1.
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<br /> cli 20. REPLACE TANK SLAB REMOVED FOR PROJECT, 8° THICK, MINIMUM, CONCRETE SLAB W/ "4 REBAR AT la O.G. � Z W } � m
<br /> cp ! BOTH WAYS. NEW SLAB THICKNESS SHALL BE NO LESS THAN EXISTING ORIGINAL. IF NO EXISTING TANK O Q
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<br /> ° HOLD-DOWNS ARE PRESENT, FINAL SLAB THICKNESS SHALL 5E DETERMINED BY OWNER'S ENGINEER. SEE V I= Q m O
<br /> I KEYNOTE 1. O m
<br /> ! I 2L NEW EMERGENCY SHUT-OFF (ESO) W/ VISIBLE SIGN, SEE GENERAL NOTES- W Q — (Plt}
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<br /> 1 18 25 22. EXISTING BOLLARDS, TO REMAIN AS DETERMINED BY CONTRACTOR, TYPICAL. IF NEW BOLLARDS REQUIRED, _ U O
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<br /> I CONSTRUCT PER DETAILS. IL V = -CA, m
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<br /> ! ! 23. EXISTING CANOPY, COLUMNS, TO REMAIN.
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<br /> I 24, EXISTING AIR/WATER UNIT, TO REMAIN,
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<br /> 1 I 25. PIPING IS SHOWN SCHEMATIC, AND MAY BE EXAGGERATED FOR DRAFTING CLARITY. VARIATIONS DUE TO
<br /> ! FIELD CONDITIONS FOUND ARE EXPECTED. PROVIDE "AS-BUILT" PLAN SHOWING PIPING CONFIGL;RATIONS AS
<br /> INSTALLED.
<br /> ------------ �, __ GENERAL NOTES
<br /> A. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH I;FC STANDARD 10-1 AND AS
<br /> i 1 OTHERWISE REQUIRED BY ARTICLE 7Z (UFC 7901.5.3). INSTALL AT LEAST TWO PORTABLE FIRE EXTINGUISHERS
<br /> I (F.EJ W/ A MINIMUM RATING OF: 4-A, 40-5:G AS SHOWN. THESE EXTINGUISHERS TO SE AFFIXED TO A LOCATION �
<br /> ON A MOUNTING BRACKET OR IN A FIRE EXTINGUISHER CABINET, a/
<br /> 1
<br /> 5. A CLEARLY L,45ELED, MANUALLY OPERATED PUMP MASTER SWITCH SHALL 5E PROVIDED IN AN APPROVED
<br /> LOGATfON W/IN 100 FEET, BUT NOT NEARER THAN 20 FEET TO, AN�r' DISPENSER. WHERE SUCH MASTER SWITCH
<br /> 15 NOT VISIBLE 1-ROM ALL DISPENSERS, THE LOCATION THEREOF SHALL 5E INDICATED 5Y APPROVED
<br /> SIGNS. SIGNS IDENTIFYING THE PUMP MASTER SWITCH SHALL 15E LABELED "EMERGENCY FUEL SHUTDOWN
<br /> 3 � DEVICE". THE MASTER SWITCH ON ALL INDIVIDUAL PUMP CIRCUIT SWITCHES SHALL BE SET IN THE "OFF"
<br /> \\ N E 2089a' POSITION BEFORE CLOSING THE STATION FOR BUSINESS AT ANY TIME. (UFC 5201.5.3)
<br /> \ C. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND TESTED PER MANUFACTURER'S INSTRUCTIONS,
<br /> APPLICABLE CODES AND STANDARDS, THE PLANS AND SPECIFICATIONS, AND LOCAL AGENCY z Q
<br /> REQUIREMENTS.
<br /> VetiV_S i l ilrn r � �2Ct�nC�ad� [r SN'�
<br /> D. CONTRACTOR SHALL PAINT ALL EXPOSED METALS, UNLESS P'REFINISHED, W/ SUITABLE PAINT IN APPROVED o u
<br /> POP. ��...... '=� Sarni COLORS. Af w m
<br /> E. LANK DRIVE SLAB CONCRETE SHALL BE CAPABLE OFlu
<br /> RcTwa PASSING A MINIMUM COMPRESSIVE STRENGTH OF W Q o o toy
<br /> C A P I T O L A V E N U E 3500 psi AFTER 2a DAYS. CONCRETE DESIGN STRENGTH (OVER 2500 psi IS SY OWNER PREFERENCE, AND 1- J o a�
<br /> R�r� �~�K 2uv��>`Y 2Pr� y �Cn,_Njo � Sr�,��. rbr DOES NOT REQUIRE SPECIAL IN5PECTION5. EXPANSION JOINTS AT DRIVE AND TANK SLABS SHALL BE
<br /> z�z� au,
<br /> S,rv.,`rti. T=(. SEALED W/ FUEL COMPATIBLE MATERIALS. a J
<br /> S�e{�12 �1c PPcflcT 2 pt i,M !� 3
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<br /> T" 1pr14v' 'ry �, C s� � " ala- G.G. - GENERAL CONTRACTOR, z ua N°V 0 }-
<br /> S I T E PLAN PARTIAL P.G. - PETROLEUM CONTRACTOR N W _ p, T -I°-q o w 1L
<br /> P E T R O L E U M F.E. - FIRE EXTINGUISHER 73 z ly a-WT
<br /> 0
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<br /> SCALE: 1 - 10
<br /> (USE. GRAPHIC SCALE FOR REDUCED PLOTS) �,. C>� ' �� a a 7T w w o
<br /> U)60 fl-j- c o n1 STC cmc,-r y o7r y
<br /> 0 !0 20 fu w
<br /> 40 L_DOki I CA115-2-41
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