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DEMOLITION , NOTES;
<br /> PROPERTY LINE ALL CONSTRUCTION IS EXISTING AND TO REMAIN UNLESS
<br /> 77 NOTED OTHERWISE.
<br /> I AN-Ti CONTRACTOR SHALL SAWCUT, REMOVE AND DISPOSE OF
<br /> PLANTER EXISTING A.C. PAVING AND PORTIONS OF THE CONCRETE
<br /> DRIVE SLAB AS REQUIRED BY NEW WORK. CONTRACTOR
<br /> T EXISTING CANOPY
<br /> SHALL MAINTAIN AND PROTEc
<br /> COLUMNS, FOOTINGS AND CANOPY DOWNSPOUTS IN PLACE,
<br /> EXISTING EXISTI CONTRACTOR SHALL REPAIR AND/OR REPLACE CANOPY
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<br /> SERVICE RSTRM, DOWNSPOUT LEADER IF DAMAGED DURING CONSTRUCTION,
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<br /> 0 CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING >
<br /> LC.R. MACHINE IN PLACE. a a Now 0
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<br /> 0 EXISTING CANOPY RE M 0 VE AND DISPOSE OF EXISTING 0
<br /> 0 CONTRACTOR SHALI
<br /> TO REMAIN ---------- PRODUCT DISPENSERS AND ASSOCIATED HARDWARE AND 0. :2 1
<br /> 0 EQUIPMENT, TYPICAL Or 8, AS DIRECTED BY ARCO 0
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<br /> Lu 0 CONTRACTOR SHALL BREAKOUT AND REMOVE EXISTING, mo,
<br /> PLAINTER
<br /> CONCRETE DISPENSER ISLANDS, TYPICAL OF 3.
<br /> CONTRACTOR SHALL LOCATE AND REMOVE ALL EXISTING 116.
<br /> PRODUCT, VAPOR RECOVERY PIPING AND ASSOCIATED
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<br /> FITTING$ AN,D_ACC E
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<br /> EXISTING VEEDER-- TOR 'SHALL SAWCUT AND REMOVE EXI STING A.C� -6-0 0
<br /> CONTRAC
<br /> 9 PAVING AS REQUIRED BY NEW WORK' CONTRACTOR SHALL 0
<br /> ROOT (LLD—,300)
<br /> LINE LEAK DETECTOF X BREAKOUT AND REMOVE ENTIRE CON`CRETE TANk SLAB.
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<br /> 3 TO REMAIN Z EXCAVATE, REMOYE' AND DISPOSE OF THREE EXISTING,
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<br /> _0 SINGLE WALL, FIBERGLASS, UNDERGROUND PRODUCT
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<br /> FORAGE TANK3, (2) 10,000 GALLON AND (1) 8,000
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<br /> PLANTER EXISTING PRODUCT AND VAPOR RECOVERY' ANDTANK 'VENT
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<br /> Q UJ W PIPING. REMOVE AND DISPOSE OF EXISTING TANK, VENT
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<br /> p EXISTING MAIN
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<br /> Z (N� RISERS, PROTECT EXISTING ELECTRICAL, CONDUITS IN PLACE
<br /> ARCO FACILITY #2186 SWITCHBOARD PLANTER TYPICAL OF 3 TANKS.
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<br /> 'SHALL—MAINTAIN AND,,PROX C-, EXISTN,
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<br /> MONITOR WELLS IN PLACE. RESET' WELL ACCESS
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<br /> NEW GRADE WHERE REQUIRED, TYPICAL,
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<br /> PLANTER PLANTER PLANTER
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<br /> EXISTING CONCRE EXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE CL
<br /> SIDEWALK DRIVEWAY DRIVEWAY SIDEWALK
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<br /> GENERAL NOTES- GENERAL NOTES:: COMPLIANCE NOTES. 4-0 ,
<br /> 0 10 WORM
<br /> A, ALL TANK AND LINE INSTALLATIONS SHALL BE PERFORMED L� UNDERGROUND WIRING SHALL BE INSTALLED IN THREADED GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR C0 E
<br /> 10 0
<br /> AS SHOWN ON ARCO TANK DRAWINGS (TK—SERIES) AND RIGID METAL PIPE PER N.E.C, 5114-8, EXCEPTION NO, 2 NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK UNAVTHORIZED CHANGES AND USES: The engineer preparing those
<br /> ARCO MASTER CONSTRUCTION SPECIFICATIONS (SECTIONS PERMITS NON—METALLIC CONDUIT IF BURIED 24 INCHES INSTALLATION, plans will not be responsible for, or liable for unauthorized
<br /> RELEVANT 'TO THIS PROJECT). DEEP WITH GROUND WIRE AND AT LEAST 24 INCHES OF' for, unauthorized changes to or uses of those plans. All changes 0
<br /> METAL CONDUrr is INSTALLED UINDERGROUND, TANK 'SYSTEM TO BE INSPECTED BY GOVERNING AGENCY MiRl"
<br /> plans must be in writing and mu3t bne approved by the preparer 4-0
<br /> of these plans. O) z 0 0 mm" 9
<br /> B THESE PLANS ARE DIAGRAMATIC IN NATURE AND ARE NOT AND ARCO ENGINEER AT FOUR (4) SEPERATE
<br /> M, A[.L UNDERGROUND ELECTRICAL CONDUIT' R15,ERS SHALL BE CONSTRUCTION PHASES AS REQUIRED:
<br /> INTENDED TO BE AN EXACT REPRESENTATION OF THE Construction contractor agrees that In accordance with generally 0 '9
<br /> FINAL PRODUCT, GENERAL CONTRACTOR SHALL RELOCATEM PVC COATED RIGID GALVANIZED STEEL TO A DEPTH OF 24 accepted construction practices, construction contractor will be
<br /> MODIFY, OR ADJUST TO, PROVIDE A SYSTEM CONSISTANT INCHES BELOW GRADE. ALL ELECTRICAL CONDUIT BURIED 1� PRIMARY PIPING HYDROSTATICALLY OR required to assume sole and cornplefo responsibilty for, job site N E '9
<br /> Do Irillill" 0
<br /> WITH 'THE INTENT OF' THE DESIGN. THE GENERAL 24 INCHES DEEP SHALL BE SCHEDULE 40 PVC, PNEUMATICALLY TESTED FOR 30 MINUTES., conditions during the couirse of construction of this proloct, 0 wow cm
<br /> Including safety of all persons and property, that this requirement
<br /> CONTRACTOR SHALL PREPARE AS--BUILT PLANS AT THE shall be made to apply continuously and not limited to normal co 0) (300
<br /> N, CIRCUIT OISCONNECTS TO OR THIROUGH THE DISPENSING 2, INSPECTION OF ALL SECONDARY CONTAINMENT,
<br /> COMPLETION OF 'THIS JOB� working hours, and construction contractor further agrees flo
<br /> PUMP SHALL DISCONNECT ALL C'ONDUCTORS, INCLUDING INCLUDING TESTING, IN ACCORDANCE WITH defend, idemnify and hold design professional harmless from any
<br /> C� INSTALL CONDUITS AND CONDUCTORS AND/OR PULL ROPES ANY GROUNDED CONDUCTORS PER N.E.C. 514-5, MANUFACTURER'S GUIDELINES, and all liability, real or alleged, In connection with the performqnce
<br /> FOR PUMPS AND MONITORING EQUIPMENT AS SHOWN ON of work on this project, excepting liability arising from sole
<br /> negligence of design professional.
<br /> ELECTRICAL DRAWINGS. ALL CONDUITS LEAVING CLASS 1 0, IF' STRONG ODOR OF GASOLINE (OR DIESEL FUEL IS 3, FINAL INSPECTION INCLUDING ALL� PORTIONS OF THE
<br /> HAZARDOUS AREAS SHALL BE SEALED PER N.E.C, AND PRESENT IN EXCAVATED MATERIALS, STOCKPILE LEAK DETECTION SYSTEM,
<br /> LOCAL REQUIREMENTS, CONTAMINATED MATERIALS ON PLASTIC FILM AND COVER
<br /> The existence and location of any underground utilities, pipes,
<br /> WITH SAME. NOTIFY ARCO ENVIRONMENTAL ENGINEERING ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT and/or structures shown on these plans were obtained by a
<br /> (3 to
<br /> D, ARCO SHALL. PERFORM LINE TESTING AND AIR QUALITY FOR DISPOSAL. COORDINATE ALL- ENVIRONMENTAL, MATTERS SUMPS SHALL BE HYDROSTATICALLY TESTED WITH search of available records. To the best of our knowledge, there Z k — i
<br /> WITH: PAUL SUPPLE, ARCO ENVIRONMENTAL ENGINEERING. STANDING� WATER FOR A PERIOD OF 24 HOURS TO INSURE are no existing utilities except as shown on those plans. The ki
<br /> 'TESTING. CONTRACTOR REPRESENTATIVE SHALL BE LAJ
<br /> PRESENT DURING TESTING, PHONE: (510) 299-8891. PROVIDE ALTERNATE BID ITEM. THAT THAT THE SUMPS ARE WATERTIGHT. THE ARCO FIELD contractor shall ascertain the true vertical and horizontal location On :Z�
<br /> UNIT COST ($/CUBIC YARD) FOR OVER—EXCAVATION WORK. ENGINEER MUST SIGN OFF ON TFOS TESTING ON THE TANK and, size of those to be used of any underground utilities and 6
<br /> shall be responsible foi- any damage to any public or private :,Z�11 1103
<br /> 'HECKLIST BEFORE CONTRACTOR WILL utilities, shown or not shown hereon.
<br /> E- FENCE JOB SITE WI rH 6 FT. HIGH CHAIN I-INK FENCE INSTALLATION TEST C
<br /> BE PAID.
<br /> , �) �-,,s 0
<br /> DURING CONSTRUCTION, G1?A ffilC 5CA L E IMPORTANT NOTICE
<br /> 1,0)
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<br /> ip a Dig Alert Identification Num
<br /> TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM Section 4216/4217 of the Government Code requires Q0
<br /> F� UTILIZE EXISTING ELECTRICAL/SIGNAL CONDUIT WHEREVER lb 48 �j V) 0 E
<br /> be Issued before a
<br /> INTEGRITY TESTS' FORWARDED AND APPROVED BY Permit to Excavate will be Yo For your Dig Alert
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<br /> COMPLIANCE NOTES-
<br /> POSSIBLE. REP L ACE/AL.TER/I N STALL NEW CONDUIT AS GOVERNING 'AGENCY PRIOR TO TANK SYSTEM BEING PLACED , ID Number Call 65 C
<br /> co a 00 L,
<br /> REQUIRED. REPLACE DETERIORATED CONDUIT AS REQUIRED, ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE IN OPERATION, ( INFEET) UNDERGROUND SERVICE ALERT Cr 0
<br /> I inch 10 feet
<br /> CONTRACTOR -,3)HA1_L TOUCH—OP PAINT AS REQUIRED, PRECEDENCE FOR REFERENCING AILL DIMENSIONS, 1-800-227-2600
<br /> PROPERTY LINES, ELEVATIONS AND EOUIPMFNT LOCATIONS, AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE For Underground Locqtirl 2 working days before you dig. master release date,
<br /> SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR
<br /> REPLACE ALL DISPENSER FILTERS UPON JOB COMPLETION.
<br /> ALL DIMENSIONS AND CONDITIONS SHALL, BE CHECKED AND TO TANK OPERATIONS,
<br /> ALL IMPROVEMENTS ARE EXISTING AND TO REMAIN UNLESS VERIFIED IN 'THE FIELD BEFORE STARTING ANY WORK. ANY
<br /> NOTED OTHERWISE, PROTECT FROM DAMAGE DESTRUCTION, DISCREPANCY SHALL BE CAI-LED TO THE ATTENTION OF EVIDENCE CF FINANCIAL RESPONSIBILTY SHALL BE NO, DATE REVISIONS proj,, exe, drawn by
<br /> SUBMITTED TO GOVERNING AGENCY. Demolition note: 02/03/99 0Q/TAIT
<br /> THE QWNER'S ENGINEER FOR HIS DECISION BEFORE T311 8/9, 9 REV. FOP TANK DEM�/REFLCEMENT PER CLIENT COMMENTS.
<br /> J. ALL WORK $HALL COMPLY WITH ALL APPLICABLE CODES PROCEEDING WITH THE WORK,
<br /> I ALL, MATERIALS SHALL BE COMRATIBLE WITH USE FOR THE This demolition plan is not intended to, and does not, determine the
<br /> AND REGULATIONS. proje acility
<br /> GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT INTENDED, PURPOSE AS PER NATIONALLY RECOON17ED rnethod, details, and means of performing the demolition. This plan
<br /> K� CODES, 'LOCAL CODES AND GOVERNING AUTHORITIES, makes no inquiry or determination as to the existence of and 2186
<br /> INTALL EXPANSION JOINTS (E,J.) AND CONTROL JOINTS FROM THE DIVISION Or INDUSTRIAL SAFETY, STATE ,OF
<br /> (C,J.) IN ALL NEW CONCRETE WORK AS SHOWN AND CALIFORNIA , FOR EXCAVATIONS OF TRENCHES �'—O" OR haiardou's or toxic materials existing on the site ,or in the buildings,
<br /> REQUIRED, MORE IN DEPTH INTO WHICH A 'PERSON IS REQUIRED TO THE UNDERGROUND STORACE TANK SYSTEM SHALL BE It is recommended that an Independent investigation be performed 11 et file
<br /> DESCEND. COMPATIBLE WITH THE PRODUCT STORED" , prior to demolition to determine the existence of any potential
<br /> hazardous or toxic risk shown or not shown hereon.
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