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1 2 3 4 8 91 12 13 14 15 16 17 1
<br /> I IN
<br /> ecsm
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<br /> P
<br /> __:.` /_�__ _.... (E) VENT RISER ASSY.
<br /> ION
<br /> _-__._ ff
<br /> 2.1 SAWCUT, REMOVE AND DISPOSE 11 = CONCRETE TANK SLAB. EXCAVATE. 1, PIPING RUNS ARE SHOWN SCHEMATICALLY. BEST ROUTE SHAI._I_ BE
<br /> :•:�: - . �. CO TDF' OF` (E) TANKS. DETERMINED IN FIELD) BY CONTRACTOR, INSTALL ALL PIPING PER
<br /> MANUFACTURER'S INSTALLATION GUIDELINES, FEDERAL., STATE AND LOCAL
<br /> - .
<br /> -I i 2.2 SAWCLrT, REMOVE AND DISPOSE OF 'BARD PAVING AND CONCRETE DRIVE: SLAB
<br /> AS NECESSARY FOR NEW WORK. CODES. PLACE NEW PIPING IN EXISTING TRENCHES WHERE POSSIBLE,
<br /> 2.3 REMOVE EXISTING DISPENSER AND DISPOSE OF' PER OWNER'S IREQUIRE�4ENTS 2. CONTRACTOR SHALL CAKE ALL PRECAUTIONS NECESSARY TO PROTECT EXISTING
<br /> PI UNDERGROUND STORAGE TANKS FROM DAMAGE OR FLQA,ING DURING
<br /> { `I C ; m13.1 AND LOCAL REGULATIONS, (TYP. OF 17)
<br /> CONSTRUCTION,
<br /> 1U 2.4 2.4 REMOVE ALL EQUIPMENT, RISERS AND SUMPS FROM EXISTING UNDERGROUND 3. CONTRACTOR SHALL. FIELD MEASURE. ALL PIPING RUNS AND EXISTING TANK
<br /> 2 I I -. � C }.�_._..__..._ I.._ _ TANKS. SALVAGE SUBMERSIBLE: PUMPS FOR REINSTALLATION. KEEP BURY DEPTHS. CONTRACTOR SHALL. CALCULATE AND CONFIRM THAT NEW
<br /> 4a O z i I CONTAINMENT COLLARS INTACT IF PRESENT. (TYP. ALL TANKS} PIPING RUNS SFfALL_ NOT FALL BELOW EXISTING TANKS TOPS,
<br /> ' -0 1
<br /> I _ 2.5 EXCAVATE AND REMOVE ALL PRODUCT PIPING VAPOR RETURN PIPIN N7
<br /> 13.7 G AND 4. CONTRACTQR SFIALL CONFIRM AND SCHEDULE ALf_ INSPECTIONS REQUIRED BY
<br /> d 13.4
<br /> { � 1 EXISTING FIBERTRENCH SECONDARY CONTAINMENT, (TYP.) LOCAL BUILDING DEPARTMENT, FIRE PREVENTION, ENVIRONMENTAL. HEALTH,
<br /> c.� ` cr c_a I to 13,E3 2.6 EXCAVATE AND REMOVE_ PIPE BOLLARDS AS DIRECTED BY OWNER. TYP. AIR QUALITY DISTRICT AND ANY OTHER PERMITTING °JURISDICTIONS.
<br /> 13.16 D w (TYP.)
<br /> (E) CONVENIENCE STORE: AND FACILITY OFFICE_. 3.17 r..� 5. ALI- APPLICABLE EQUIPMENT INSTALLED UNDER THIS CONTRACT' SHAL..L. HAVE ,
<br /> 1
<br /> �_._.____. . aTHIRD PARTY APPROVAL_ FROM AN INDEPENDENT" TESTING ORGANIZATION.
<br /> �3.1 BACKFILL AS NECESSARY, FORM AND POUR NEW 8"' THICK CONCRETE TANK PIPINGL NEW AND EQUIPMENT SHALL BE COMPATIBLE WITH THE MATERIAL
<br /> PARKING. TYP. 0 i O li 0 -C") i,_._.. ._ SLAB WITH #3 REBAR AT 18" O.C. EACH WAY. CROWN NEW SLAB AT TANK 6 �ITENC}� TO ESE' STORED.
<br /> (F} (TYP.) 13.21 ca c S c ca r�
<br /> c> Ca .13�_ �� iS !a! 1. OMIT
<br /> 113.29 -- ca c�a C MANHOLES 1". MATCH ALL OTh• � E„"S C- C� GRADES.
<br /> 8. ALL ELECTTRICAL CONDUIT AND CONDUCTORS SHALL REMAIN IN PLACE AND
<br /> i CD 0
<br /> j � °`� `�" cv 3.2 BACktiFIL.L..„ FORM AND POURS a?1aS ;ONCREw�TE [)RIVE; STAB REMOVED
<br /> -- _ FOR WORK. MATCH EXISTING CONCRETE SLAB THICKNESSES, GRADES AND PROTECTED FOR REUSE, WHEN APPLICABLE
<br /> 13.4 _-_._ ___.- RF INFORCING. DOWEL NEW W SLAB INTO EXISTING AS REQUIRED, 2. RHI._ DESIGN GROUP INC, SHALL, NOT BE RESPONSIBLE OR HAVE CONTROL
<br /> 15.X1 I -------
<br /> C}0 3'„�s 00 3" _- j 00 OR CHARGE OVER TTIE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS,
<br /> I 13 5 �' �' 3,3 REPLACE PORTIONS OF AC PAVING REMOVED OR DAMAGED BY WORK
<br /> 42 -- - - _. I -CHNIQUEFS, SEQUENCES OR PROCEDURES„ OR FOR THE SAFETY PRECAUTIONS &
<br /> r - _. - PERFORMED. MA CC'H EXISTING AG BASE AND PAVING THICKNF SSES AND
<br /> I __, � 13.6 _. -. _C 1 _. . _ . l �.._.__,_ ____.__.- _ - - PROGRAMS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTFdE�R PERSONS
<br /> ..___ GRADES. PROVIDE SMOOTH TRANSITION.
<br /> 13.16 __ PERFORMING THE WORK ON -THE PROJECT.
<br /> _ (E:) BACKFILL. OBSERVATION 1U. CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN FIELD IS DONE IN
<br /> _.____.___. ___ _. _._.__ ____ __ _.__ - __-_ __ __. _
<br /> �;. - C 13.18 " , - �`� --
<br /> PORT. PROTECT FROM p" ACCORDANCE WITH A
<br /> t" _.___.._ .___..._____ .___ _ _ _. ..__.__ ALL CURRENT APPLICABLE N
<br /> ETJ
<br /> ___- _ .__ _. ._.. __-__ _ __-. ..., . DAMAGE. TYP. OF 2 ____ BLE ATIONAL, STATE & LOCAL CODES,
<br /> _..___.. _. ._ ___.._.__.._ _ QW0 _ ORDINANCES AND REQUIREMENTS BY GOVERNING AGENCIES, Wi{ETI TER OR NOT
<br /> 13,1 EXISTING DOUBLE WALL, UNDERGROUND FUEL STORAGE_ TANK CO REMAIN.
<br /> _._.._ (E) EMERGENCY SHUT OFF -----_ a5 ____ (TYP. OF 5) SAID CODES, ORDINANCES, REQUIREMENTS, ETC, ARE SPECIFICALLY SHOWN ON �
<br /> `�`� I w ..------ 13.10 -_-( 2.1 13.19 DRAWINGS,
<br /> SWITC4 r _. __./ __ 1:3,.2 INSTAL...L NEW COAXIAL_ DOUBLE WALL FIBERGLASS PRODUCT LINES. SLOPE.
<br /> 13,24 3.1 22 �_. 11. CONTRACTOR SHALL. PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN
<br /> .__n `-_- - LINES 1/8 I kR FOOT MIN. TOWARD TANKS. (CYC ,) THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE,
<br /> __M--
<br /> Yo
<br /> r
<br /> _ __ -
<br /> _..: . .. . ._._ ___ ___ __.___ ____., __�. ._.._ 13.3 INS-TALL NEW COAXIAL I. AT CONTRACTOR'S EXPENSE ANY EXISTING-- __ .._ � A_ LJOUBLE WALL FIBERGLASS DIESEL FULL SIPHON LINE. > NG ITEMS AND FACILITIES 1.O REMAIN
<br /> �� �. SLOPE LINE 1/8" PER FOOT' TOWAR', TANK, THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS, TO TT-IE SATISFACTION OF
<br /> w
<br /> S.2µ 'THE OWNER', ENGINEERS,
<br /> 13.4 INSTALL NEW 42'0 CONTAINMENT SUMP TO COLLAR. FIELD CU 1 SUMP AS
<br /> NECESSARY FOR FIELD CONDITIONS. (TYP 10 LOCATIONS} 12, PRIOR TO EXCAVATION, GENERAL CONTRACTOR SHALT DETERMINE AND VERIFY
<br /> a 13.15
<br /> 1.3.1 ( } BOI... ARD LOCATION OF UTILITY SERVICES IN ALT_ AREAS TO BE EXCAVATED,
<br /> 13.2.8 2.5 13.28 TYP,} V13 13.5 INSTAL(_ NEW 42"0 STEEL MANHOLE AND SKIRT AT STP CONTAINMENT. (TYP.
<br /> _:_._..., ' ALL PRODUCT TANKS) 13, CONTRACTOR SHALT.. COMPLY WITH ALL PERTINENT LAWS, CODES, REGULATIONS,
<br /> _ _. SPECIFICATIONS, UNLESS GREATER
<br /> UBC, GOVERNING AGENCIES & MANUFACTURER
<br /> " 1 13.6 REINSTALL EXISTING PRODUCT SUBMEIRSIBLE PUMPS WITHIN NEW CONTAINMENT— REQUIREMENTS ARE INDICATED, AND/OR ARE NECESSARY FOR THE SAFETY OF
<br /> 0 0 4 <4 0 0 � ��� 0) � SUMP. PUMPS SHALL BE INS
<br /> '.ED N TANK IT WAS REMOVED FROM. THE PROJECT.
<br /> ;TOF�;S.
<br /> -. __._________._ ,__,_.___ __. REUSE. (E) CONDUIT AND CO! �. ALL TANKS) 14. THE GENERAL CONTRACTOR SI�iAI_L BE RESPONSIBLE FC)F� NOTIFYING
<br /> _ - - - - ' `- --VET -- o -- �VR - -� -`- -�- --- _VR 1S.T INSTALL NEW 36"s MULTIPORT FILL/PHASE 1 MANHOLE WITH VAPOR RETURN JURISDICTIONS AS REQUIRED FOR INSPECTIONS AND SHALL PAY INSPECTION
<br /> SU SU SU AND FILL SPI[...L. BUCKETS, EXTRACTORS, FILL_ DROP TUBES, RISERS, AND ALL FEES ASSOCIATED WITH THE WORK.
<br /> D D OCHER NECESSARY EQUIPMENT REQUrRED BY C.A.R.B, EVR REGULATIONS. (TYP 15, THE GENERAL CONTRACTOR SHALL PROVIDE BARRICADES AND SAFETY SIGNS
<br /> ALL GASOLINE TANKS) PER OSHA REQUIREMENT'S, AND PROVIDE TESTING OF ALL NEW AND MODIFIED
<br /> 1:3..8 INSTALL NEW 36"0 MULTI-PORT FILL MANHOLE WITH FILL SPILL BUCKET, VENT FUEL_ HANDLING AND ELECTRICAL SYSTEMS,
<br /> H22i
<br /> EXTTRACTOR FILL DROP TUBE„ RISERS ATVD ALL OTTIEFR NECESSARY EQUIPMENT. 16. UNLESS STA CEI.a OTTiERWISE AEI. OTTiI:R PROOFDGaRES, 'TEST"TNG„ MATEEiIAI.S AND
<br /> 13.15 (TYP. BOTH DIESEL TANKS) EQUIPMENT SHOWN ON THE PLANS SHALL ESE INSTALLED BY THF GENERAL
<br /> �. CONTRACTOR.
<br /> 13 8 1:3.9 INSTALL NEW HUSKY 4885 (2" THREADED) PRESSURE/VACUUM VENT VALVE
<br /> - - AC PAVING--._wr ( i's L 1. . AT EXISTING GASOLINE VENT` RISERS, CONTRACTOR SHAT_L CONFIRM THAT VENT 17, DRAWINGS SI-IOUT_D NOT QBE SCALED. (N.T,S. INDICATES "NOT TO SCALE"),
<br /> i � I'° I 0 ( RISERS TERMINATE
<br /> MIN. 12°--0" ABOVE FINISH GRADE, PAINT VENT RISERS PER
<br /> 'THE LISTED DIMENSION SHALL. GOVERN, UNLESS OTHERWISE NOTED.
<br /> I t I
<br /> I
<br /> C.A.R.B. REQUIREMENTS, 18: CONCRETE QUALITY AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH UBC
<br /> 13.10 INSTALL. NEW FIBERGLASS PHASE II VAPOR RETURN LINE. SLOPE CIA. 26.
<br /> LINES 1/8" PER FOOT MIN, TOWARDS TANK. 19, CONCRETE SHALL. HAVE AN ULTIMATE MINIMUM COMPRESSIVE STRENGTH OF 2,500
<br /> 13.11 INSTALL NEW 3I1 MtJLTl-PRODUCT DISPENSER AND ALL ASSOCIATED HARDWARE. PSI AFTER 28 DAYS WITH SIX_ 6�,SACKS OF CEMENT PER YARD OF CONCRETE.
<br /> (TYP. OF 4} 20. MATERIALS.
<br /> t 13.1? 13.12. INSTALL NEW MASTER DIESEL Dl'`PEN' ER A.ND ALL ASSOCIATED HARDWARE. A. CEMENT SHALL BE ASTM C150 PORTLAND CEMENT, -TYPE !f
<br /> D { 13.15 (TYP. OF 4) (OR TYPE: V IF SULFATES ARE PRESENT IN SOIL..)
<br /> 1� 13.18 1:3.13 INSTALL_ NEW DUAL. SATELLITE �,iESE L DISI-r_N`TER AND ALL ASSOCIATED
<br /> _ B. AGGREGATES SHALL COMPLY WITH ASTM C33 WITH A
<br /> HARDWARE (TYP. OF 2)
<br /> MAXIMUM SIZE OF ONE INCH (1-)
<br /> ��� �� 13.14- INSTAL[_ NEW SINGLE SATELLITE DIESEL DISPENSER AND ALL ASSOCIATED Cry, WATER SFIALL. BE CLEAN AND FREE FROM INJURIOUS
<br /> T- 2 �; HARDWARE. (TYP, OF 4) AMOUNTS OF 0I1- OR OTHER DELETERIOUS MATTER
<br /> 13.15 INSTALL_ NEW UNDER DISPENSER CONTAINMENT WITH FITTINGS AND ALL
<br /> 22 ASSOCIATED HARDWARE (TYP ALL DISPENSERS) 21. ALL CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C94 AND BE NATURAL
<br /> SHALL�
<br /> 3,2 13,16 INSTALL., NEW PHASE II/VEN "NLINE` EXTRACTOR ASSEMBLY IN EXISTING r r'=' 1 "�. - -TANK FITTING. INSTALL NEW BALLBALLFLOAT VALVE. LOCATE VALVE AT 90`0
<br /> 22., ALL REINFORCING STEELSTEELLL MEET THE REQUIREMENTS OF ASTM A615 GRADE. 60.
<br /> _ I 4 rv_____ TANK cAF'ACITY. (TYP. ALL GASOLINE TANKS.)
<br /> 13.25 ASSEMBLY
<br /> 2;3. THIS DESIGN IS BASED ON DRAWINGS AND INFORMATION PROVIDED BY THE FACILITY
<br /> -D 1:.3.17 RECONNECT' VENT LINES 'TO NEW EXTRA= fOR ASSEMBLY (TYP ALL TANKS), OWNER. EXISTING SITE CONDITIONS HAVE NOT BEEN FIELD VERIFIED BY RHL DESIGN
<br /> q 13.18 INSTALL NEW VEEDER-ROOT L
<br /> 'QUID PSS IN NEW CONTAINMENT SUMP, Oz�rOUP„ INC, "
<br /> MAO J,DE ALL NE "`' ."r >FT O _..
<br /> I I C .: r R CO'Lr N SUCT.E,: PE,t SENSOR
<br /> 1t FACTURER'S REQUIREMENTS. (TYROF 22)
<br /> f I 13.19 INSTALL NEW 18"0 BACKF`LI. OBSERVATION PORT MANHOLE AND COVER
<br /> 1 131 (TYP. OF 2)
<br /> I I I 13°18 } 13.20 INSTALL NEW VEEDER-ROOT_ TLS--350 TANK MONITORING PANEL WITH INTEGRAL
<br /> r {{ PRINTER. MONITORING PANEL SHALL_ BE HARDWIRED AND PROGRAMMED -TO
<br /> I ( I T PROVIDE. POSITIVE FUEL SYSTEM SHUT" DOWN AT' LEAK DETECTION, SYSTEM
<br /> AC PAVING FAILURE OR (._OSS OF MONITOR PANE[_ POWER, EXACT LOCATION OF NEW PANEL
<br /> (E) CONDUIT HOMERUN TO m T TO BE DETERMINED IN FIELD, SEE EQUIPMENT LIST SHEET SD2
<br /> 1 5.29
<br /> D� ' (E) PANEL (TYP.)
<br /> _ -..__ 13.21 INSTAL[_ NEW VEEDER-ROOT MAG 1 AUTOMATIC TANK GAUGE AND ASSOCIATED
<br /> ,. FLOAT AND INSTAL.LACION
<br /> a �I I KITS. (TIP ALT.._ CANTOS)
<br /> 13.22 INSTALL_ NEW VEEDER---fROOT ANNULAR SPACE SENSOR AND 18"0 MANHOLE PIPING LEGEND
<br /> AND COVER. (TYP. ALL, TANk<
<br /> 13.23. INSTAT...L_ NEW OVERFILL. ALARM" -- dD Af.,KNOvnDGMF.:,N C SWI ICH. PROVIDE
<br /> I { CONDUIT AND CONDUCTORS PER MANUFACTURER'S REQUIREMENTS. PROGRAM � D DOUBLE WALL DIESEL FUEL. PIPING (YO)
<br /> I I ca... MONITOR PANEL TO ACTIVATE AT 90% TANK CAPACITY. PANEL SHALL. BE
<br /> LOCATED IN DIRECT VIEW OF DEI_.IVimRY DRIVER DURING OFF-LOADING RU DOUBLE WALT_ REGULAR UNLEADED PIPING (2."t}
<br /> I (E) CANOPY OUTLINE PROCEDURES. SU DOUBLE WALL SUPER UNLEADED PIPING 2°
<br /> (TYP.)
<br /> 13.24 EXISTING EMERGENCY PUMP SHUT--OFE" SWITCH. CONTRACTOR SHALL CONFIRM R DOUBLE WALT RACING FUEL PIPING (2" }
<br /> EH
<br /> THAT SWITCH IS FUNCTIONING PROPERLY AND IS LABELED PER THE UFC AND
<br /> p LOCAL REQUIREMENTS. °- _VR __ mm SINGLE WAI_k_ VAPOR RETURN PIPING
<br /> ! .ry^ C I + I 13.25 INSTALL NEW EMERGENCY PUMP SHUT OFF SWITCH AND COVER, LABEL
<br /> I i
<br /> _.__. V EXISTING VENT PIPING TO REMAIN
<br /> I _.:___ i°Y L _ _-___ _ _ _ ___-_,._ _.--� 0 PER LOCAL CODE REQUIREMENTS. MOUNT SWITCH 54" ABOVE FINISH GRADE,
<br /> 13,26 IF NECESSARY INSTALL NEW 20A--40BC.: FIRE EXTINGUISHERS, CABINETS AND C CONDUIT EXTENSION MATCH EXISTING
<br /> (E) CANOPY COLUMN 5 10 20 30 40 SIGNAGE PER LOCAL_ FIRE CODE REQUIREMENTS.
<br /> I
<br /> I
<br /> (T161.) 013,21 EXTEND EXISTING CONDUIT TO NEW DISPENSER LOCATION. NEW CONDUIT" SHALL
<br /> MATCH EXISTING CONDUIT. INSTALL_ NEW CONDUCTORS PER DISPENSER
<br /> MANUFACT'URER'S REQUIREMENTS. (TYP,)
<br /> ... __ _. _.I 13.28 REUSE EXISTING CONDUIT AND INSTALL NEW CONDUCTORS PER MANUFACTURER'S _ -- ___ ___,..__.___.-__----------
<br /> ME=
<br /> __r
<br /> REQUIREMENTS.
<br /> ,,..._- 13,29 INSTALL NEW 6'°0 CONCRETE EI
<br /> 7 F e,-E BO RD IN CONCRETE. FOOTING.
<br /> EXACT NUMBER INSTALLED TO DE FERMiN NFIELD.
<br /> SCALE: 1"=10'-,0 13.30 RELOCATE (E) IN-.LINE: DIESEL F0E_I._ FILTER ASSEMBLY. SEE DETAIL, 6, SHEET` ___,__._ __._�____ _ ._ _.__ . _.__ _.._,____ _.a_�..__.__.-._.----
<br /> .__�__�__._
<br /> SD2. EXACT LOCATION TO BE DETERMINED IN FIELD.
<br /> PARflAL SITE PLAN
<br /> D1
<br /> ............... ........
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<br /> VICINITY
<br /> PETROLEUM SITE PLAN
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<br /> . ! SMS'; 1001 WEST CHARTER WAY
<br /> STOCKTONs
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<br /> SITE
<br /> ' POL ENTERPRISES, INK,
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<br /> > LOCATION '
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<br /> ARCHFUCTURE ENGINEERING :mu
<br /> ENVIRONMENTAL SERVICES
<br /> G\A 65C} HC3WE AVE. ST'E. 504 SACRAMENTO, CA 95£325 (916) 64Ei 4C)03
<br /> W 2ND ST N CROUP IMC BRIAN F. ZITA, ARCHITECT JAMES H. CRAY, CIVIL ENGINEER
<br /> SHL REMEW INMAL DATE DATE: 12/17/02
<br /> PRELIMINARY
<br /> PLANNING DER. BY:
<br /> C) 0
<br /> CD STEEL. BID
<br /> 21-7
<br /> '' G BLDG PERMIT AE PR.:
<br /> G .fdF L BID 5
<br /> RHI_ � 972Q.aO
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<br /> CONSTRUCTION _ __ -_ SHEET OVERALL SITE PLAN
<br /> 0 ---1 PERMIT REV'S
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<br /> Da not u�� drawing
<br /> _ ._..__.__._.........___,,.____.,...... _..__....._..,_,.__.._________.._..___.._____...__.._...._.___________ ..___._..__.____.___.__________._.__.,.,.__,.____�.,..__�_.n._.. { for construction ,
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