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136121
<br /> GENERAL NOTES
<br /> ALL TANK AND LINE INSTALLATIONS SHALL BE PERFORMED AS SHOWN ON DRAWINGS
<br /> M-586 AND M-588 .
<br /> lO THESE PLANS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO BE
<br /> AN EXACT REPRESENTATION OF THE FINAL PRODUCT. GENERAL CONTRACTOR
<br /> TO RELOCATE, MODIFY, OR ADJUST TO PROVIDE A SYSTEM CONSISTENT WITH
<br /> THE INTENT OF THE DESIGN. AS-BUILT PLANS MUST BE PREPARED AT THE
<br /> COMPLETION OF THIS JOB.
<br /> OINSTALL FOUR (4) 10, 000 GALLON "XERXES" DOUBLE-WALL FIBERGLASS L n C N
<br /> TANKS CONNECT TO EXISTING LEAK ALARM SYSTEM. TANKS TO BE SET 48" E t 1A
<br /> MINIMUM BELOW FINISH GRADE. SEE NOTE 6, DRAWING M-586 . TANKS ARE ^^ 0 ++ O
<br /> 8 ' -0" NOMINAL DIAMETER AND SHALL BE INSTALLED APPROXIMATELY 2 FEET CLO. d1 C
<br /> APART. SEE DRAWING M-586 FOR LENGTH AND THIS SHEET FOR LAYOUT. o ,C d r-
<br /> P/L 301.60'±
<br /> r CO 4) L11)
<br /> 3O INSTALL A REINFORCED CONCRETE TANK SLAB. SET MANHOLE COVERS 1-1/2" ° C W o
<br /> Wo
<br /> ABOVE SLAB. (SLAB CROWN I ' MINIMUM CONCENTRIC) . SEE DRAWINGS o W
<br /> M-586 AND M-588 . V +r 0)
<br /> •H C N
<br /> aQ
<br /> AM/PM
<br /> O FOUR INCH (4") FILL RISERS ON EACH TANK WITH OVERFILL PEEVE*IT=OPI N < C
<br /> yj ON DROP TUBE AND FIVE (5) GALLON SPILL CONTAINMENT BOXES (MANHOLE
<br /> a COVERS TO BE WATERTIGHT) . RISERS MUST BE GROUNDED! � �
<br /> V 4) L0
<br /> �-- LEACHIN:; FACILITIES - EXISTING � p
<br /> PRICE SIGN d S C NE8: O RISER FOR PHASE II VAPOR RECOVERY AND VENT CONNECTIONS WITHEXTRACTOR TEE AND BALL FLOATS (SEE TANK INSTALLATION DETAILS ON r d
<br /> 1" 20DRAWING M-586) . ID
<br /> C
<br /> OINSTALL THREE (3) 1-1/2 HORSEPOWER SUBMERSIBLE PUMPS WITH RED L Q
<br /> 0 o JACKET LEAK DETECTOR (MANHOLE COVERS TO BE WATERTIGHT) . N
<br /> EXISTIN4.0 G
<br /> EXISTING 7O INSTALL 2" PRODUCT LINES WITHIN 3" SECONDARY CONTAINMENT PIPING O C J
<br /> TRASH (A.O. SMITH RED THREAD II OR AMERON) . SLOPE 1/4" PER FOOT BACK TO
<br /> LOT LIGHT
<br /> ENCLOSURE • TANKS. Y C
<br /> EXISTING FREEWAY' 4 V L r
<br /> EXISTING STYLE GUARD t9
<br /> L J SEPTIC TANK RAIL (TYPICAL) yr cm
<br /> 8O INSTALL 3" MANIFOLDED VAPOR RECOVERY LINES SLOPE 1/41 PER FOOT TO N
<br /> h REGULAR TANK, AND INSTALL 2" DIAMETER VAPOR RECOVERY MANIFOLD 1/4" Q — K
<br /> h PER FOOT UP FROM REGULAR TANK TO REMAINING TANKS. 0
<br /> A/C ❑ \v r m
<br /> 0 Q 9O CONNECT TO EXISTING LEAK MONITOR CONTROL BOX. 0)
<br /> 2 O
<br /> E: _ 10 INSTALL 2" VENT LINES, SINGLE WALL. SLOPE la"(FOOT BACK TO TANKS. CONNECT
<br /> TO EXISTING 'VENT RISER. CL
<br /> b �Ezistj Exlat LExlst. IExist� Exlsta
<br /> EXISTING BUILDING 16 16 i I g 116M I 1 xis I 1 ,, J w'+ 11 INSTALL CONDUITS AND CONDUCTORS AND/OR PULL ROPES FOR PUMPS,
<br /> c -•11- LP� II I o SAN JOAQUIN COUNTY ( MONITORING EQUIPMENT, FUTURE MONITORING EQUIPMENT, AND DISPENSERS
<br /> N IStser ISteq� IStegl F berr IF berl PUBLIC HEALTH SERVICES AS SHOWN ON THIS SHEET. ALL CONDUITS LEAVING CLASS I HAZARDOUS
<br /> \ j li I I ly�oeel Iq�sesl ENVIRONMENTAL HEALTH DIVISION AREAS SHALL BE SEALED PER N. E. C. AND LOCAL REQUIREMENTS.
<br /> r P. 0. BOX 2004 S tOCKTON CA 95021
<br /> 4 G IIREGI UNLi IUNLVL , FILL IUNL PHOiti : ( €1 '') %.uC-3420 12 ANNULAR SPACE MONITOR (MANHOLE COVERS TO BE WATERTIGHT) . (SEE TANK
<br /> ��ebni ebn (TYP.) I I "' 'y '•
<br /> U.
<br /> ,y 0 INSTALLATION DETAIL, DRAWING M-586)
<br /> --r----- - / �y. ❑ proved ( a
<br /> INSTALL 3" X 4" VAPOR CHECK VALVE AND CAP ON 4" FILL RISER SEE
<br /> ARI WATER c �, 7 �� Q <0 Approve ° o 5anges: See Remarks TANKINSTALLATION DRAWING M-586) .
<br /> O2I DISPENSER ai a
<br /> 7 O ❑ Disapprov .. t Remarks 14 ALL APPROACHES TO BE SUFFICIENTLY BARRICADED DURING CONSTRUCTION
<br /> 3 lu /1i5 J� ® Remarks___ _ TO PREVENT ANY UNAUTHORIZED TRESPASS (VEHICULAR OR PEDESTRIAN) .
<br /> ° - - � cY _ — UJI
<br /> —
<br /> ° ° _ __ _Z _ EXACT LOCATION TO BE DETERMINED IN FIELD.
<br /> R RU - INSTALL, NEW PUMP RELAYS
<br /> Exist. - 8I SEE DETAIL THIS SHEET.
<br /> EXISTING _J Date — g o /n/ DETAILS,
<br /> TE New U�1 RS SR qlJ H 7. _ w 3 vu (n
<br /> BOO I o�� UA 2 ,y Approval of the e exte to that 16 CONNECT IAT EXISTING ''.)NDER-DISPENSER CONTAIMENT. Q
<br /> O � which is shown acu � -ihed
<br /> does not authorize or ove a, but I7 PLACE AN ACTIVE SIPHON LINE, 2" FIBERGLASS WITHIN 3" DIAMETER
<br /> EXISTING FIRE WATER ° — / d ; — ,� or deviation of requirement, of State taws or SECOND ',` CONTAINMENT PIPING, BETWEEN THE UNLEADED TANKS . SLOPE
<br /> WELL, PUMP AND Ix
<br /> z ° d =- ��A°'JW �f` IOCalOrdinances. 1/4" PER FOOT . REFER TO DRAWING M-588 FOR SCHEMATICS.
<br /> ��� W ^ Q
<br /> STORAGE TANK -- C - - +/ y; N
<br /> J Exist. - UR—R - - — — - °
<br /> w D.J. O 18 PLACE INACTIVE SIPHON LINES, 2" FIBERGLASS WITHIN 3" DIAMETER W N ZI
<br /> New U RS __ S yU 7 SECONDARY CONTAINMENT PIPING WITH TERMINATION END CAP FITTINGS, AS U 0
<br /> ° z 6 TYP. y Yt . SHOWN ON SHEET M-586 , BETWEEN THE TURBINE-EQUIPPED UNLEADED TANK Q
<br /> � AND THE SUPER UNLEADED TANK, AND BETWEEN THE SUPER UNLEADED TANK Q Z �!
<br /> a C AND THE REGULAR TANK. ALL SIPHONS TO SLOPE 1/4" PER FOOT TOWARD .�,j
<br /> Z EXISTING PLANTER THE REGULAR TANK. REFER TO DRAWING M-588 FOR SCHEMATICS. a 04 Q
<br /> 19 PROVIDE A STATIC GROUNDING SYSTEM AS SHOWN ON THIS SHEET. MUj IX V
<br /> EXISTING P/L 250.00'± EXISTING W
<br /> LOT LIGHT LOT LIGHT 20 NOT USED. W
<br /> 21 PLEASE NOTE: COORDINATE INSTALLATION OF PIPING AND CONDUITS TO Z
<br /> AVOID CONFLICTS WITH CANOPY COLUMN FOOTINGS. d Q
<br /> 22 REMOVE EXISTING TANKS: Z N V
<br /> TWO (2) 6 , 000 GALLON UNLEADED TANKS . (STEEL) �V/ >'
<br /> ONE ( 1) 6, 000 GALLON REGULAR TANK. (STEEL) i i- N V }
<br /> ONE ( 1) 10, 000 GALLON UNLEADED TANK. (FIBERGLASS) J Z Q ^ Q ~
<br /> ONE ( 1) 6 , 000 GALLON UNLEADED TANK (FIBERGLASS)
<br /> TANKS SHALL BE REMOVED IN ACCORDANCE WITH ALL APPLICABLE STATE, ~ r O N ~ d
<br /> P A T T E R S O N PASS ROAD FEDERAL, AND LOCAL REGULATIONS AND REQUIREMENTS. BACKFILL EXISTING V
<br /> HOLE AND PAVE PER ARCO SPECIFICATIONS.
<br /> • Z
<br /> GROUNDING ULA,L 23 REMOVE ALL EXISTING PRODUCT AND VAPOR RETURN PIPING WHERE IT V c
<br /> OCCURS . REMOVAL SHALL TAKE PLACE IN A MANNER WHICH DRAINS PIPING C 'O C
<br /> INTO TANKS. SEAL CONNECTION TEES . NO PIPING SHALL BE ABANDONED asses 6
<br /> IN PLACE. O
<br /> r Ma cai
<br /> u"yonw,
<br /> MAN wi24 PIPING LEAK MONITOR AT LOW POINT (TYPICAL AT EACH PIPING SUMP SEE i W
<br /> APPLY SEALER COAT AS SPECIFIED TANK INSTALLATION DRAWING M-586) . H ° c1°
<br /> LEGEND:
<br /> IN SUPPLEMENTAL CONDITIONS O
<br /> 7-,] 25 REFER TO SUPPLEMENTAL GENERAL CONDITIONS, SHEET T-2 , FOR ADDITIONAL Qi E oro Q
<br /> EXISTING CONCRETE 2" PIPE WITH CONNECTION 3" (MIN.) COMPACTED DEPTH INFORMATION AND SPECIFICATIONS. L : �I_M C
<br /> TYPE 'B' ASPHALTIC CONCRETE m ° C4 Ot -
<br /> �� COMPACTED TO 95% OF MAX. m = `fO
<br /> 26 SLURRY SEAL ENTIRE SITE AND REPAINT PARKING STRIPES UPON /M C 0 'O ' O�
<br /> 5" (MIN.) COMPACTED DEPTH �` COMPLETION. Y� r c� lot 62) m
<br /> ° Af JI IIC ro W 0
<br /> NEW CONCRETE - 2" PIPE NO CONNECTION) DENSITY PER ASTM D-I _ _ _
<br /> NEW A.C. PAVEMENT - NEW ELECTRICAL CONDUIT CLASS 2 AGGREGATE BASE— INSTALL INSPECTION WELL PER DWG. M-586. C W 06 Z
<br /> COMPACTED TO 95% OF MAX.
<br /> DENSITY PER ASTM D-1557
<br /> — -- EXISTING UNDERGROUND • FILL RISER c < �: �At�_vs \i m }
<br /> .L - -- - --3
<br /> N L
<br /> PRODUCT TANK 0 TURBINE (PUMP) CIA
<br /> o
<br /> AM ABSORBENT MATERIAL to
<br /> viaivP �urTPrA ° a,ve
<br /> REG or R REGULAR FH FIRE HYDRANT (CLOSEST) 1/ PUR S T ANE ,r dC V
<br /> i PUMPS TO PANEL
<br /> SUPER UNLEADED EITHER ON PROPERTY OR IN s� c
<br /> SUP or S DIRECTION OF NEAREST ONE
<br /> UNLEADED
<br /> CO2 CYLINDERS FOR SOFT DRINK zo HL ON] W i R NDUIYS' F .s C •>CC4 LL
<br /> UNL or U � Hr PON] wnr,iE ccrvouir ,its C a e�
<br /> FG FIBERGLASS DISPENSERS o 'I Big HkO,'„ F1 Opscr
<br /> STL STEEL CPO CONSUMER PACKAGED MOTOR S N C ) v
<br /> t/y MAIN WATER SHUTOFF OIL (IN STORE OR BACKROOM o a o n3N co
<br /> n a-
<br /> MAIN ELECTRICAL PANEL STORAGE
<br /> E ARC©MATIC OR OTHER EMERGENCY — �J 9n %JO C E r °o
<br /> FIRE EXTINGUISHER G _ BEFORE YOU DIG No. Date Revision SYN co
<br /> FE PUMP SHUTOFF SWITCHES'
<br /> + FIRST AID KIT(S) OUTSIDE CALL TOLL FREE: 800-642-2444 sLDG. TYPE DESIGN BY
<br /> AT SALES COUNTER ) " TANK 5 FWH O
<br /> Z , UNDERGROUND SERVICE ALERT STATUS IN1./DATE
<br /> NG NATURAL GAS SHUTOFF ON INSIDE WALL COMPACTED SUBGRADE OR �'�� • " LINE
<br /> FOR FUEL rO �C`_ (MINIMUM ADVANCE NOTIFICATION OF 48 HOURS REQUIRED) DRAWNeY Z
<br /> STRUCTURAL FILL MATERIAL ___ TANKS crvP. - si
<br /> B.C.E.
<br /> COMPACTED TO 95% OF MAX. REFERENCES , Inc. Engr. Review 11 REPLACE- 6M
<br /> DENSITY PER ASTM D-1557. MENT m
<br /> DATE
<br /> Permit Submittal 5-3-90
<br /> ',JMP H :n, evrt 1. TITLE 8, ARTICLE 8, 1540, (a), 1 FAC. NO. 0
<br /> ur: DUMP i�P BE n:,, DIVISION INDUSTRIAL SAFETY, (CONSTRUCTION SAFETY ORDERS ❑ 6100 SHEET
<br /> TYP. ONSITE PAVING SECTION �� ������ ���`
<br /> 2. RULE 7110, CONTRACTORS LICENSE LAW Plan Permit Approve
<br /> N.T.S.
<br /> Bid Document ❑ TL-1 W'
<br /> SINGLE LINE DIAGRAMC ❑ Cr'
<br /> onstruction Release REv of
<br /> tJ SCALE
<br /> Stamp it 1 9
<br />
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