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KEYNOTES 0 -
<br /> I. REMOVE EXISTING DISPENSERS, ISLAND FORMS, BOLLARDS, TANK AND DRIVE SLABS AS REQUIRED U
<br /> (CONFIRM EXTENT W/ OWNER) PRODUCT AND VAPOR RECOVERY PIPING (VENT - E.T.R.), COMP-TENCH w
<br /> CONTAINMENT SYSTEM AND TANK TRIM, AS REQUIRED. OWNER TO BALLAST TANKS AS REQUIRED TO U X
<br /> MAINTAIN EXISTING BURY DEPTH. NOTE THICKNESS OF EXISTING TANK SLAB AND PRESENCE OF n
<br /> EAST PINE STREET EXIST. TANK HOLD-DOWNS AND REPORT CONDITIONS TO OWNER F� F 0 Q
<br /> _ p � � `i
<br /> -- - - - - - - -- - - - - - 2. EXIST. (E) TANK VENT RISERS ON RISER VENT RACK/CONOPY, TO REMAIN. -4 -
<br /> 7
<br /> 3. (E) TANK VENT LINES, TO REMAIN. EXIST. PIPING TO REMAIN (E.T.R.) NOT SHOWN. H X t 10'1 Q
<br /> ZOm � �,
<br /> 4. REPLACE EXISTING DISPENSERS W/ NEW, ON NEW CONTAINMENT / SI-EAR VALVE SYSTEMS, O w
<br /> TYPICAL PROVIDE CONDUIT, SEAL-OFFS AND WIRE PER MNFR. INSTALLATION PROCEDURES. 0 U W
<br /> - -- - ---- -- --- L 5. NEW STEEL ISLAND FORM, TYPICAL, 3' WIDE W/ 6 RAD'I,US ENDS, LENGTH VARIES. CONFIRM W/ OWNER
<br /> (E) DRIVEWAY (E) C, G 6 SW, TYP. CE) DRIVEWAY -
<br /> I -- -----------------------
<br /> , (E) DRIVEWAY I12%
<br /> AND ERS EQUIPMENT LIST SHOWN -
<br /> 26 .
<br /> S 72328 £ 33156 NEW ARDEADERS (TYP. OF 2) REPLACE EXISTING. COMPLY�W
<br /> / ACCESSIBILITY REQUIREMENTS
<br /> TS OF
<br /> ---- - ---- _ - --- --- ---- ------- - ---- ------- - ---- - CE) LANpSCAPE - `----- C.BC II-C. PROVIDE CONDUIT, SEAL-OFFS AND WIRE PER MNF INSTALLATION PROCEDURES.
<br /> (E) LANDSCAPE
<br /> lll`����"J•
<br /> -------------------------------- 2S� T NEW CARDREADER (1) REPLACES EXISTING, ON EXISTING ISLAND. WIRE PER MNFR INSTALLATION
<br /> PROCEDURES.
<br /> LANDSCAPE
<br /> 26 (E) \ 8. NEW 2`0 F.R.P. PRODUCT PIPE W/ 3"0 F.R.P. SECONDARY CONTAINMENT PIPE. SLOPE TO TANKS/SUMP
<br /> AT 1/5" PER FOOT, MIN.
<br /> ol
<br /> I O O O I
<br /> CORNER , 24 9. NEW 3",, F.R.P. PRODUCT PIPE W/ 4",, F.R.P. SECONDARY CONTAINMENT PIPE. SLOPE FROM MASTER W
<br /> �FRONT ISLANDS 33 O1 ,
<br /> (M) DIESEL I£SEL DIS £NSES TO TANK/SUMP AT I/8„
<br /> PER F007 MN. TYPICAL.
<br /> .!E) A,GISLANDS (£) A.C. (E) CONC.
<br /> � Z
<br /> L6
<br /> W
<br /> PAVING EXISTING27 PAVING PAVING 13. NEW 20 FRP. PRODUCT IPE W/ 3"0 F.R.P. SECONDARY CONTAINM NT IPE SLOPE BETWEEN W � V X
<br /> a0
<br /> W } Q 04MASTER/SATELLITE CM/S) SUMPS AT I/4 PER FOOT MIN. TYPICAL IL N`D
<br /> ,,II. NOT USED�a X 0 m i11 37 ,q 0
<br /> 9 ° %� / , 12. EXISTING UNDERGROUND STORAGE TANKS (USTs), TO REMAIN. F.R.P. JACKETED STEEL TANKS BY W = n W u i
<br /> (E) CONC. 25 ;' I TRUSCO. 1-20K DIESEL„2 13K DYED DIE6EL._,� 0 m N r U
<br /> V ul r m 0 111
<br /> PAVING �,� I Q 13. INSTALL NEW 42",, (MIN.) F.R.P. UMPS AS REQUIRED, ONTO EXISTING USTa, TYPICAL OF 3 (CONFIRM CC �' [L lY m 1=
<br /> (E) FENCING, TYP. \\\ �� �� � u 3C '
<br /> 23 ��� W NUMBER, SIZE AND LOCATIONS). 0 U
<br /> i y 110 ,0 ;' / Q Q - � �U
<br /> I --- - yl \P"�^0.3 W 14 REPLACE0 @ Q
<br /> EXISTING AUTOMATIC TANK GAUGES W/IN TURBINE SUMP, TYPICAL. 0
<br /> 6 ° ° I w 15. lE) SUBMERSIBLE TURBINE PUMP (STP), TYPICAL (1 ® _�/4 hp DYED DIESEL 13 h.p. pIEBEL); W/IN NEW 0 p
<br /> o .�1� I RRP. SUMP W/ FLOAT SWITCH SUMP PROBE, LID, AND NEW 31" MANW4Y.AUTO STP SHUTDOWN ON 0) W
<br /> O 3 14 15 C I IS 19 3m 32 Z PROBE ALARM AND IF ANY OF THE MONITORING SYSTEMS FOR THE PIPING FAIL OR ARE E Z
<br /> J I e 5DISCONNECTED, TYPICAL. W
<br /> W 16. NEW TANK FILL W/ 5 GALLON (MIN.) FILL CONTAINMENT, tYPICACOF 3, al
<br /> 32 I , 16. BASE. IPROVID£ CES W1 PEE GRAVEL
<br /> TO LEVER PE UPRED FOR
<br /> s I 0 (MIN.) MANHOLE, TY
<br /> _ I
<br /> N I Q RAVEL TO LEVEL REQUIRED FOR NEW SLURRY COVER AND PAVING
<br /> Z STORAGE o -TP � Ii PAVING Q M. EXIST HG ORIGINAL,WAL, MINIMUM 6T GRAVEL.
<br /> !E) CONC. H 0
<br /> � 1 E DRIVE SLAB(S). NEW SLAB THICKNESS SHALL BE NO LESS THAN
<br /> OFFICE AND r A,.____ 20 > THICK W/ "4 EBAR AT 24" O.C. BOTH WAYS, OVER 6" AGGREGATE w 0
<br /> BASE. SEE KEYNOTE I. w Z tt
<br /> BUILDING r---_i 22 p 1 LL _J LU n
<br /> EXISTING '�'J; 8__J L_o._.' L_ _' m W
<br /> ----�; 2 O ``- I ul 23. NEW 8", MINIMUM, CONCRETE TANK SLAB W/ •4 REBAR AT IS" O.C. BOTH WAYS. NEW SLAB THICKNESS 0 N (L
<br /> V. SHALL BE NO LESS THAN EXISTING ORIGINAL. IF NO EXISTING TANK HOLD-DOWNS ARE PRESENT,
<br /> o, 213 17 I OWNER'S ARCHITECT SHALL DETERMINE FINAL SLAB THICKNESS. SEE KEYNOTE 1.
<br /> '21 ' D
<br /> I
<br /> (((��� W
<br /> 21. REPLACE EXISTING MONITOR CONTROLSAND ALARM W/ NEW, / V15UAL < AUDIBLE ACCESSIBILITY,
<br /> w
<br /> r INSTALL NEW SYSTEM COMPONENTS, AS REQUIRED.
<br /> L.S. N 22 wE .
<br /> (E) A.C.
<br /> ffi (E) NI
<br /> 7 23. £X157. EMERG£NCY SHUT-OFF (ESO) W/ VISIBLE SIGN, TO REMAIN, SEE GENERAL NOTES. CONFIRM ol
<br /> PAVING 4 (� OI LOCATION(B).
<br /> T Z 3 24. EXISTING CANOPY, TO REMAIN.
<br /> H H
<br /> 25. EXIST. (AS APPROPRIATE) OR NEW BOLLARDS, TYPICAL. CONSTRUCT NEW PER DETAILS. V r
<br /> LU Z
<br /> U
<br /> 1 � 0 m
<br /> I I 26. EXISTING AR/WATER UNIT IN PLANTER AREA, TO REMAIN. REPAIR (E) SUPPLY PIPING, AS REQUIRED. N o0
<br /> W REMOVE (2) IN-ISLAND AIRUATER UNITS (NOT SHOWN) AND CAP SUPPLY PIPING. Q 0 7
<br /> CITY OF LCD, Z
<br /> STORM DRAIN ( y 21. EXISTING ISLANDS, DISPENSERS AND UNDERGROUND PIPING FROM ABOVEGROUND STORAGE TANKS N Z Q pi
<br /> Ph'MY rACIL;T'Y (ASTs) TO REMAIN. N.I.C. Z 0 U QTt
<br /> ( I 20. EXISTING UST&, DISPENSERS AND PIPING TO REMAIN. N.I.C. u' (0/� QLd
<br /> O
<br /> ( I 29. EXISTING ASTs TO REMAIN, TYPICAL. N.I.C. 06 Q Q
<br /> 33. ALTERNATE BID OPTION (CONSULT W/ OWNER AND SITE CONDITIONS). PROVIDE BASE BID FOR NEW N
<br /> (E) ONG. I I ISLANDS, BOLLARDS, ETC., AS ABOVE, AND BID ALTERNATE FOR OPTION:
<br /> ( COMP. I I EXISTING 3' WIDE RAISED ISLANDS AND BOLLARDS TO REMAIN, EXCEPT AS REQUIRED TO PROVIDE
<br /> ( MONITORING SYS EMS.IREADER SIPATCH ISLANDS AS EQUI ED,BILITY. SAWCUT ISLANDS AND INSTALL NEW DISPENSER PANS AND
<br /> _ _ _ _ ® _ _ _ � � � _ _ _ _ _ _ _ _ - � _ ' 31. EXISTING CNG DISPENSER, TO REMAIN, > �
<br /> WEST 332.48'
<br /> 32. PIPING IS SHOWN SCHEMATIC, AND MAY BE EXAGGERATED FOR DRAFTING CLARITY. VARIATIONS K O ?
<br /> DUE TO FIELD CONDITIONS FOUND ARE EXPECTED. w W UD
<br /> 33. PROVIDE ACCESSIBLE CLEAR, LEVEL (2% MAX.) AREA WAN 10" (IN PLAN VIEW) OF THE FACE OF THE > N w o
<br /> CARDREADER CONTROLS, TYP. OF 2. Ul
<br /> 34. NEW SIPHON PICKUP W/IN F.R.P. SUMP W/ FLOAT SWITCH SUMP PROBE, LID, AND NEW 31" MANWAY.
<br /> m
<br /> 7QGr1r dE®lEGJ® '�� 35. NEW 3"0 F.RP. SIPHON PIPING W/ 4"0 F.R.P. SECONDARY CONTAINMENT PIPE. SLOPE UP TO TURBINE SUMP �. W Q
<br /> 1/4" PER FOOT, MIN. INSTALL BALL VALVE IN TURBINE SUMP BEFORE SIPHON ASSEMBLY.
<br /> TANK NO. GALLONS PRODUCT 36, INSTALL NEW SIPHON ASSEMBLY AT STP, W/ SIPHON CHECK VALVE, VACUUM GAUGE, ETC., PER p 0 0
<br /> I' - at GRAPHIC SCALE FGR REDUCED PLOTSk 3-UG 2,333 RACING GAS GENERAL
<br /> MNFR. REQUIREMENTS.
<br /> T T E P L A N UNDERGROUND TANKS - USTa T
<br /> P E R O L E U M S I
<br /> 2-UG 2,333 KEROSENE � �"
<br /> SCA-E - �0' (u-- - NERAL NOTES � � • o�
<br /> > Qww
<br /> l-UG 13,333 DYED DIESEL` a A. EXISTING FIE EXTINGUISHERS TO REMAIN. nw0s��
<br /> 6-UG 13,333
<br /> 3 23 43 H3 'DYED DIESEL]
<br /> B. A CLEARLY LABELED, MANUALLY OPERATED PUMP MASTER SWITCH SHALL BE PROVIDED IN AN m ,w� �i
<br /> 8-UG 23,333 DIESEL APPROVED LOCATION W/IN 133 FEET, BUT NOT NEARER THAN 23 FEET TO, ANY DISPENSER. WHERE W = 2 f'o w 0 w
<br /> SUCH MASTER SWITCH IS NOT VISIBLE FROM ALL DISPENSERS, THE LOCATION THEREOF SHALL BE I W w' 2. 2 a,4 N
<br /> ABOVEGROUND TANKS - ASTs F= m
<br /> INDICATED BY APPROVED SIGNS. SIGNS IDENTIFYING THE PUMP MASTER SWITCH SHALL BE `= J W �}~03Q 3'u O
<br /> 1 6,333 GASOLINE LABELED "EMERGENCY FUEL SHUTDOWN DEVICE". THE MASTER SWITCH ON ALL INDIVIDUAL POMP ® �_
<br /> i�8rF0,r7® dCG7®4^,03 2 3,333 GASOLINE CIRCUIT SWITCHES SHALL BE SET IN THE "OFF" POSITION BEFORE CLOSING THE STATION FOR W J a Q 0
<br /> BUSINESS AT ANY TIME. (UFC 5231.5.3) W a
<br /> 3 3,333 DIESEL S p.. w }
<br /> APPROXIMATE PIPING LENGTHS N (u�z o� y z U-
<br /> C. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND TESTED PER MANUFACTURER'S s , a-a o w U
<br /> MAXIMUM, A$ SHOWN 4 15;330 GASOLINE W z OI LWT
<br /> - - INSTRUCTIONS, APPLICABLE CODES AND STANDARDS, THE PLANS AND SPECIFICATIONS, AND LOCAL CL oQ���`; U
<br /> 6-UG DYED DIESEL 1 L.F. 5 15,333 GASOLINE AGENCY REQUIREMENTS. awWapc�
<br /> 1-UG `DYED DIESEL 2SS L.F. - C1 6 15,333 DIESEL ?�
<br /> D. TANK E DRIVE SLAB CONCRETE SHALL BE CAPABLE OF PASSING A MINIMUM COMPRESSIVE
<br /> 8-UG I DIESEL 134.5 L.F. 1 5,330 GASOLINE STRENGTH OF 3533 PSI AFTER 20 DAYS. CONC. DESIGN STRENGTH OVER 2533 PBI IS BY OWNER T a���
<br /> 10,030 DIESEL PREFERENCE, NOT DESIGN REQUIREMENTS, AND DOES NOT REQUIRE SPECIAL INSPECTIONS.
<br /> EXPANSION JOINTS AT SLABS SHALL BE SEALED W/ FUEL COMPATIBLE MATERIALS.
<br /> ol
<br /> E. G.C. SHALL PATCH, REPAIR AND/OR REPLACE ITEMS DAMAGED IN THE COURSE OF CONSTRUCTION
<br /> INCLUDING, BUT NOT LIMITED TO, PAVEMENTS, CURBING, LANDSCAPING, AND STRUCTURES. ■ CC T _ l
<br /> F. G.G. SHALL PAINT ALL EXPOSED METALS, UNLESS PREFINISHED, W/ SUITABLE PAINT IN OWNER
<br /> APPROVED COLORS.
<br /> OF 5 SHEETS
<br />
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