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KEYNOTES (°(
<br /> 1. REMOVE EXISTING D15PEN5ERS, ISLAND FORMS, BOLLARDS, TANK AND DRIVE SLABS A5 51
<br /> (CONFIRM EXTENT W/ OWNER) PRODUCT AND VAPOR RECOVERY PIPING (VENT - E.T.R.), COMP-TRENCH
<br /> CONTAINMENT SYSTEM AND TANK TRIM, AS REQUIRED. OWNER TO BALLAST TANKS AS REQUIRED TO
<br /> MAINTAIN EXISTING BURY DEPTH. NOTE THICKNESS OF EXISTING TANK SLAB AND PRESENCE OF [.�{ 7 �Q
<br /> IU X
<br /> E A S T P ' N E STREET EXIST, TANK HOLD-DOWN5 AND REPORT CONDITIONS TO OWNER. /F`'1! @ LL
<br /> 2. EXIST. (E) TANK VENT RISERS ON RISER VENT RACK/CONOPY, TO REMAIN. r^ Cl @,
<br /> - - - - - - - - - _. - - - - - - -- - - Vl
<br /> 3. (E) TANK VENT LINES, TO REMAIN. EXIST. PIPING TO REMAIN (E.T.RJ NOT SHOWN. V� civ '4
<br /> 4. REPLACE EXISTING DISPENSERS W/ NEW, ON NEW CONTAINMENT / SHEAR VALVE SYSTEMS, �/ LLI
<br /> Z @ @
<br /> TYPICAL. PROVIDE CONDUIT, SEAL-OFFS AND WIRE PER MNFR. INSTALLATION PROCEDURES. _ O a
<br /> 5. NEW STEEL ISLAND FORM, TYPICAL, 3' WIDE W/ 6 RADIUS ENDS, LENGTH VARIES. CONFIRM W/ OWNER rT • W u m m
<br /> - - - - -_ - -_.. OIUNERS EQUIPMENT LIST, SHOWN 16 , 2 F�'1
<br /> (E) DRIVEWAY (E) C, G 4 5W, TYP. l E) DRI VEWAY - - a ® 12 , 2 a 6 . ^ H-
<br /> AND : 6�
<br /> -- E -_ (E) DRIVEWAY � @
<br /> - - - - _ _ _ _ - - - - - _ - -- _ ---- _-- - --- - -- - - 6. NEW CARDREADER (TYF, OF 2) REPLACE EXISTING. COMPLY W/ ACGE551BI TY REQUIREMENTS OF
<br /> 5 8Y23 28 E 301.15 - - - - - - - - - - C.B.C. II-C. PROVIDE CONDUIT, SEAL-OFFS AND WIRE PER MNFR, INSTALLATION PROCEDURES.
<br /> _ ___ (E) LANDSCAPE
<br /> ------ ------- --------
<br /> I \ (E) LANDSCAPE `-'-, P� 1. NEW CARDREADER CII REPLACES EXISTING, ON EXISTING ISLAND. WIRE PER MNFR INSTALLATION
<br /> 1 ---------- ------------------------- :`�S� PROCEDURES.
<br /> LANDSCAPE 1 8. NEW 2"9 F.R.P. PRODUCT PIPE W/ 3"0 F.R.P. SECONDARY CONTAINMENT PIPE. SLOPE TO TANK5/5UMP
<br /> I
<br /> 26 (E) AT 1/5" PER FOOT, MIN.
<br /> i I �
<br /> I ❑ p p 9. NEW 3"41 F.R.P. PRODUCT PIPE W/ 4"0 F.R.P. SECONDARY CONTAINMENT PIPE. SLOPE FROM MASTER
<br /> 1 1 CORNER 2� j (M) DIESEL DISPENSERS TO TANK/5UMP AT 1/8" PER FOOT, MIN., TYPICAL. w
<br /> FRONT ISLANDS 0 `r
<br /> lE) A.C. ISLANDS (E) AC. (E) CONC. A 10. NEW 2"41 F.RP. PRODUCT PIPE W/ 3"4 F.R.P. SECONDARY CONTAINMENT PIPE. SLOPE BETWEEN Z ill W
<br /> PAVING EXISTING 20, 11 PAVING PAVINGI MASTER/SATELLITE (M/S) SUMPS AT I/4" PER FOOT, MIN., TYPICAL. W F W 6' U x
<br /> 33 OI V 0Q TOIL =I
<br /> II. NEW PIPING TRAN51TION SUMP, IF REQUIRED FOR CORRECT PIPING SLOPES, W/ FLOAT SWITCH SUMP W W =
<br /> PROBE, LID, AND MANWAY. J @ m y
<br /> @ U
<br /> O in W
<br /> 12. EXISTING UNDERGROUND STORAGE TANKS (U5Ts), TO REMAIN. F.RP. JACKETED STEEL TANKS BY ul = 1dUJ
<br /> I-
<br /> (-- TRUSCO. 1-20K DIESEL,.2-10K DYED DIESEL.
<br /> 1 (PAVING 25 % �' I } \1 Y
<br /> V Q w � r m o� w
<br /> 5 ( 0 ` ( Q 13. INSTALL NEW 42"4, (MIN.) F.R.P. 5UMP5, A5 REQUIRED, ONTO EXISTING U5Ts, TYPICAL OF 3 (CONFIRM
<br /> (E) FENCING, 7YP. 23 4 �/` _ �t3i NUMBER, SIZE AND LOCATIONS), C Q pT �u
<br /> - -
<br /> -
<br /> ---- ----- --- .-- ------
<br /> I ,' yly `�
<br /> 6! W I$ REPLACE EXISTING AUTOMATIC TANK GAUGES W/IN TURBINE SUMP, TYPICAL
<br /> O I ° hp,
<br /> m � Q
<br /> .� 15. (E) SUBMERSIBLE TURBINE PUMP (STP), TYPICAL a 3/4 hp DYED DIESEL�I a 3 hp. DIESEL), W/IN NEW fl
<br /> 1 31 II .Cdr I W F.R.P. SUMP W/ FLOAT SWITCH SUMP PROBE, LID, AND NEW 31 ' MANWAY. AUTO STP SHUTDOWN ON
<br /> \�" 8 0 I IS 19 3� 32 Z PROBE ALARM AND IF ANY OF THE MONITORING SYSTEMS FOR THE PIPING FAIL OR ARE E Z
<br /> 13 14 15
<br /> DISCONNECTED, TYPICAL 11 LU
<br /> \
<br /> 1 3& \ X135 I W 16 NEW TANK FILL W/ 5 GALLON (MIN.) FILL CONTAINMENT, TYPICAL OF 3. QI J
<br /> t ,
<br /> _ 34 I > Il. NEW INTERSTITIAL MONITOR W/ 16"m (MIN.) MANHOLE, TYPICAL.
<br /> I8. BACKFILL TRENCHES W/ PEA GRAVEL TO LEVEL REQUIRED FOR NEW SLURRY COVER AND PAVING
<br /> 12 {yu BASE. PROVIDE CONCRETE 4" THICK MIN. OVER PEA GRAVEL. N
<br /> S 20 ? BASE, MINIMUM 6" THICK W/ 4 REBAR AT 24" O.C. BOTH WAYS, OVER 6
<br /> o ip z: 1 ••� (E) CONIC. I 3 19. REPLACE REMOVED CONCRETE DRIVE SLAB(S), NEW SLAB THICKNESS SHALL BE NO LESS THAN @
<br /> O -___ 1 1 ^� 1 1 PAVING e
<br /> Z OFFICE AND i I MINIMUM, CONCRETE TANK SLAB W/ 4 REBAR AT IS" O.C. BOTH WAYS. NEW 5 AGGREGATE IUU) (] @
<br /> STORAGE `�'� ( ii•. i ' i @ H ,
<br /> BUILDING �� o ii outi - 22
<br /> I EXISTING , ,° 2 � e o- -_Q -O W LL 2m. NEW 8", ° LAB THICKNESS
<br /> -_ 2i \J \ I� {L SHALL BE NO LESS THAN EXISTING ORIGINAL. IF NO EXISTING TANK HOLD-DOWNS ARE PRESENT, -
<br /> 1 ". II 20 1, I _ OWNER'S ARCHITECT SHALL DETERMINE FINAL SLAB THICKNESS. SEE KEYNOTE 1.
<br /> 21 \ ='�G I 21. REPLACE EXISTING MONITOR CONTROLS AND ALARM W/ NEW, W/ VISUAL e AUDIBLE ACCESSIBILITY, Q W (a w Q
<br /> Z - x Q @ uL J
<br /> INSTALL NEW SYSTEM COMPONENTS, AS REQUIRED.
<br /> Q li I
<br /> �IV ;�� -2?-NEW-USS©VEAL" ,Al_ARFTUJ7-AGKNOW6€DEaE-SWIfiCTCONFiry,zOOA'FIOP!($ •
<br /> L.S.
<br /> (E) A.G. lE) -
<br /> I 23. EXIST. EMERGENCY SHUT-OFF (ESO) W/ VISIBLE SIGN, TO REMAIN, SEE GENERAL NOTES. CONFIRM
<br /> - PAVING 4 'iI 0. LOCATION(5).
<br /> 1
<br /> -------------- ZI N 24. EXISTING CANOPY, TO REMAIN- >
<br /> 25. EXIST. (AS APPROPRIATE) OR NEW BOLLARDS, TYPICAL, CONSTRUCT NEW PER DETAILS. F" V Y I j @ z r
<br /> wm
<br /> U 26. EXISTING AIR/WATER UNIT IN PLANTER AREA, TO REMAIN. REPAIR (E) SUPPLY PIPING, AS REQUIRED. ® Z V @
<br /> 1 1 ul REMOVE (2) IN-ISLAND AIR/WATER UNITS (NOT SHOWN) AND CAP SUPPLY PIPING. Q N Z
<br /> 1 II CITY OF LOCII Js' fA J W
<br /> S(ORM DRL11;V 21 EXISTING ISLANDS, DISPENSERS AND UNDERGROUND PIPING FROM ABOVEGROUND STORAGE TANKS Z
<br /> i o Q U Q 01
<br /> PUNIF FACIIJTY CASTa) TO REMAIN. N.LC.
<br /> o
<br /> 28, EXISTING USTa, DISPENSERS AND PIPING TO REMAIN. N.I.C, {�. Q L Q
<br /> ( I 29. EXISTING ,45T5 TO REMAIN, TYPICAL. N.I.G. W V Q Q
<br /> 30. ALTERNATE BID OPTION (CONSULT W/ OWNER AND 61TE CONDITIONS). PROVIDE BASE BID FOR NEW
<br /> I ISLANDS, BOLLARDS, ETC., 45 ABOVE, AND BID ALTERNATE FOR OPTION:
<br /> 1 COMP. I I EXISTING 3' WIDE RAISED ISLANDS AND BOLLARDS TO REMAIN, EXCEPT AS REQUIRED TO PROVIDE
<br /> CARDREADER
<br /> INSTALL NEW DISPENSER PANS AND
<br /> MONITORING SYSTEMS. PATCH ISLANDS AS REQUIRED,
<br /> ---- ------ -------- -----------
<br /> - - -------------------
<br /> ------ -------' - --------------
<br /> ------ ------- - - -'
<br /> _ ----_ _ _ ------
<br /> - - ^ - - - - - - - - - - - - - - - - - - - 31, EXISTING GNG DISPENSER, TO REMAIN. �� �)
<br /> WEST 332.48'
<br /> 32. PIPING 15 SHOWN SCHEMATIC, AND MAY BE EXAGGERATED FOR DRAFTING CLARITY. VARIATIONS d 0
<br /> DUE TO FIELD CONDITION5 FOUND ARE EXPECTED. Z
<br /> W
<br /> 33. PROVIDE ACCESSIBLE CLEAR, LEVEL (2% MAX.) AREA W/IN 10" (IN PLAN v1EW) OF THE FACE OF THE 0
<br /> CARDREADER CONTROLS, TYP. OF 2. 17VC=]
<br /> 34. NEW 5IPHON PICKUP WAN F.R.P. SUMP W/ FLOAT SWITCH SUMP PROBE, LID, AND NEW 31" MANWAY.
<br /> M
<br /> TAHN L[EaEH® 35. NEW 2"a F.R.P. SIPHON PIPING W/ VO F.RP. SECONDARY CONTAINMENT PIPE. SLOPE UP TO TURBINE SUMP W 0
<br /> I/4" PER FOOT, MIN. INSTALL BALL VALVE IN TURBINE SUMP BEFORE SIPHON ASSEMBLY. ill Q
<br /> TANK NO, GALLONS PRODUCT L1 @
<br /> �ICC �I1 �+ 36 INSTALL NEW SIPHON ASSEMBLY AT STP, W/ SIPHON CHECK VALVE, VACUUM GAUGE, ETC., PER
<br /> UNDERGROUND P G T R ® L E U M S ITE P L A N UND TANKS - USTs TURBINE MNFR. REQUIREMENTS.
<br /> {I 2-UG 2,000 KEROSENE - -"- - - - - - - - - - - -
<br /> SCALE: I" _ -0 (USE GRAPHIC SCALE FOR REDUCED PLOTS) ` 3-UG 2,000 RACING GAS _ GENERAL NOTES
<br /> 6-UG 10,000 DYED DIESEL \1 A. EXISTING FIRE EXTINGUISHERS TO REMAIN. u
<br /> SS `�w� T �wU
<br /> 1-UG 10,000 '. DYED DIESEL G 'imp 1D Itw
<br /> 0 204v, a0 -- ..-- - - ------ "- B. A CLEARLY LABELED, MANUALLY OPERATED PUMP MASTER SWITCH SHALL BE PROVIDED IN AN m><m m 0
<br /> 8-UG 20,000 DIESEL --_ APPROVED LOCATION W/IN 100 FEET, BUT NOT NEARER THAN 20 FEET TO, ANY DISPENSER WHERE W = owaw
<br /> ABOVEGROUND TANKS - ASTs SUCH MASTER SWITCH 15 NOT VISIBLE FROM ALL DISPENSERS, THE LOCATION THEREOF SHALL BE F W WZ r 1),
<br /> - - INDICATED BY APPROVED SIGNS. SIGNS IDENTIFYING THE PUMP MASTER SWITCH SHALL BE F J K} p a w o
<br /> 1� 6,000 GA50LINE LABELED "EMERGENCY FUEL SHUTDOWN DEVICE". THE MASTER SWITCH ON ALL INDIVIDUAL PUMP O
<br /> -
<br /> pOHOa dCG`:IC 4G;)S 2 3,000 GASOLINE N CIRCUIT SWITCHES SHALL BE SET THE "OFF" POSITION BEFORE CLO51NG w THE STATION FOR �I� J o 0 �7
<br /> Ill N 'IV"
<br /> cL
<br /> -- ---- - - BUSINESS AT ANY TIME. (UFC 5201.5.3) d,
<br /> 3 3,000 DIESEL -
<br /> APPROXIMATE PIPINc
<br /> G LENGTHS - - C. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED ANp TESTED PER MANUFACTURER'S m W v ffl w O
<br /> MAXIMUM, A5 SHOWN 4 15,000 GASOLINE INSTRUCTIONS, APPLICABLE CODES AND STANDARDS, THE PLANS AND SPECIFICATIONS, AND LOCAL �gEDMCt� a O L I u z 0
<br /> 6-UG ' DYED DIESEL 1 LF, 5 15,000 GASOLINE AGENCY REQUIREMENTS. o� c ac Tho n w �og
<br /> 1-UG DYED DIESEL 295 L.F. 6 15,000 DIESEL D. TANK 4 DRIVE SLAB CONCRETE SHALL BE CAPABLE OF P4551NG A MINIMUM COMI-RE551VE
<br /> - - - -
<br /> 8-UG DIESEL 104.5 L.F. 1 5,000 GASOLINE STRENGTH OF 3500 PSI AFTER 28 DAYS. GONG. DESIGN STRENGTH OVER 2500 P51 IS BY OWNER
<br /> - - ---- -- - ----- - -- - PREFERENCE, NOT DESIGN REQUIREMENTS, AND DOES NOT REQUIRE SPECIAL INSPECTIONS. u� axa.o�eos .110
<br /> 8 10,000 DIESEL EXPANSION JOINTS AT SLABS SHALL BE SEALED W/ FUEL COMPATIBLE MATERIALS.
<br /> or ct•3-�
<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. P E T = l
<br /> F. G.C. SHALL PAINT ALL EXPOSED METALS, UNLESS PREFINISHED, W/ SUITABLE PAINT IN OWNER
<br /> APPROVED COLORS. OF 5 SHEETS 00
<br />
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