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copy6ghk @ 2003
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<br /> 1.0 INTRODUCTION
<br /> THE ENCLOSED DRAWINGS AND SPECIFICATIONS CONTAIN INFORMATION FOR THE 3. PIPING TRENCHES AND EXCAVATIONS SHALL BE BACKFILLED WITH 2.5 ELECTRICAL(CONTINUED)
<br /> CONSTRUCTION AND INSTALLATION OF A 810SPARGE REMEDIATION SYSTEM.THE IMPORTED SAND FROM 2 INCHES BELOW THE PIPING TO 2 INCHES ABOVE ENGINEER - ARCADIS
<br /> FOLLOWING DRAWINGS DEPICTING THE REMEDIATION SYSTEM ARE REQUIRED FOR THE TOP OF PIPING, EXCAVATED SOIL SHALL BE USED AS BACKFILL
<br /> 4. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE
<br /> { CONSTRUCTION AND INSTALLATION: MATERIAL FROM 2 INCHES ABOVE TOP OF PIPING TO GROUND LEVEL. MOST RECENT EDITION OF THE NEC,THE LOCAL BUILDING DEPARTMENT, CONTRACTDR - TBD
<br /> THE BACKFILL MATERIAL SHALL BE COMPACTED TO 95%OF THE RELATIVE AND THE LOCAL FIRE DEPARTMENT. ANY DRAWINGS REQUIRED FOR
<br /> DRAWING NO. REVISION TITLEPERMITS OTHER THAN THOSE PRESENTED HEREIN WILL BE THE:
<br /> G-1A,B 0 CONSTRUCTION NOTES AND SPECIFICATIONS SHEET DRY DENSITY IN LOOSE 8 INCH LEFTS. RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REVIEWED BY THE
<br /> G-2 0 MAJOR EQUIPMENT AND INSTRUMENTATION LIST 4, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENGINEER PRIOR TO USE,
<br /> P-1 0 PROCESS AND INSTRUMENTATION DIAGRAM
<br /> C-1 0 SITE PLAN AND PIPING LAYOUT PREVENT DAMAGE TO UNDERGROUND UTILITIES,PIPING,AND 5. THE INSTALLATION WITHIN THE EQUIPMENT ENCLOSURE SHALL COMPLY
<br /> C-2 0 EQUIPMENT LAYOUT AND ELEVATIONS ADJOINING STRUCTURES, WITH THE APPROPRIATE ELECTRICAL CLASSIFICATION AS PER N.E.C.AND
<br /> C.3 0 BIOSPARGE INJECTION MANIFOLD DETAILS LOCAL CODES. ALL WIRING CONNECTORS,CONDUIT,AND CONTRACTOR
<br /> C-4 0 CONCRETE SLAB DETAIL 2.3 CONCRETE MIX DESIGN SPECIFICATION SUPPLIED EQUIPMENT SHALL COMPLY AT A MINIMUM WITH CLASS 1,
<br /> C-5 0 TRENCH AND WELLHEAD DETAILS DIVISION It REQUIREMENTS,AS SPECIFIED BY THE N.E.C.OR LOCAL
<br /> E-1 0 PANEL AND EQUIPMENT SCHEDULE AND SINGLE LINE 1. A.STRENGTH-3,000 PSI,5-314 BAG MIX CODES.
<br /> DIAGRAM B.AGGREGATE SIZE-C2 GRAVEL 314 INCH TO 1 INCH
<br /> C.CEMENT TYPE=AND BAG MIX-TYPE 1 PORTLAND CEMENT G. ABOVEGROUND WIRING SHALL BE CONTAINED IN RIGID CONDUIT AND
<br /> D,CURE TIME-28 DAYS 90%CURE ROUTEED ALONG THE ENCLOSURE:FLOOR AND-WALLS OR BURIED AS
<br /> THIS PACKAGE ALSO CONTAINS THE FOLLOWING SPECIFICATIONS REQUIRED FOR E.SLUMP-MIN 3 INCH,MAX 5-112 INCH ALLOWED BY LOCAL CODE. LIQUID TIGHT FLEX OF UP TO 36 UNCHES IN
<br /> CONSTRUCTION AND INSTALLATION: F.MAX TURNS-70 ROTATIONS LENGTH MAY BE USED.
<br /> 2.0 SPECIFICATIONS G.MAX TRAVEL TIME-HOT WEATHER 1 HOUR 15 MINUTES,COLD
<br /> WEATHER 2 HOURS. 7. ALL ELECTRICAL CONNECTIONS IN SUBSURFACE VAULTS OR PULL BOXES
<br /> 2.1 GENERAL SHALL BE COMPLETED AT A MINIMUM IN WATERTIGHT JUNCTION BOXES.
<br /> - 1. THE SELECTED CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE
<br /> 2.4 PIPING EXPOSED WIRING IS NOT ACCEPTABLE IN VAULTS OR PULL BOXES.
<br /> CONDITIONS BEFORE STARTING WORK.THE ENGINEER'S PROJECT 1. ALL UNDERGROUND PROCESS PIPING SHALL BE SDR-17 HDPEUNLESS
<br /> MANAGER SHALL BE NOTIFIES] OF ANY DISCREPANCY. ( 2,6 EQUIPMENT
<br /> OTHERWISE INDICATED)THREADED TRANSITION FITTINGS, FUSION
<br /> 2. ALL MATERIALS USED FOR CONSTRUCTION OF THE SYSTEM SHALL BE WELDS FOR SLIP CONNECTIONS SHALL MEET HDPE PIPE 1. EQUIPMENT TO BE PROVIDED BY THE CONTRACTOR FOR INSTALLATION IS
<br /> n. NEW UNLESS OTHERWISE NOTED. MANUFACTURER'S SPECIFICATIONS. ALL ABOVEGROUND PROCESS
<br /> INCLUDED ON SHEET P-1(PROCESS AND INSTRUMENTATION DIAGRAM)
<br /> 0 3. EQUIPMENT AND INSTRUMENTS THAT ARE SPECIFIED TO BE SUPPLIED BY PIPING SHALL BE SCHEDULE GALVANIZED STEEL(UNLESS OTHERWISE.
<br /> AND SHEET 0-2(PIPING AND EQUIPMENT REQUIREMENTS).
<br /> INDICATED)WITH THREADEDFI FITTINGS AS INDICATED BY THE:DRAWINGS.
<br /> THE ENGINEER WILL BE PROVIDED BY THE ENGINEER FOR INSTALLATION UNLESS OTHERWISE STATED,ALL VALVES SHALL BE THREADED STEEL 2.7 EQUIPMENT ENCLOSURE
<br /> BY THE CONTRACTOR UNLESS OTHERWISE NOTED.MATERIALS SHALL BE AS INDICATED BY THE DRAWINGS. 1. CONTRACTOR WILL PROVIDE A SHED ENCLOSURE AS SHOWN ON SHEET
<br /> PROVIDED BY THE CONTRACTOR.
<br /> ul C-2. THE SHED WILL BE SECURED TO A 9 FEET BY 8 FEET REINFORCED
<br /> 2. ALL ABOVEGROUND PIPING SHALL BE PERMANENTLY LABELED AND
<br /> 4. ALL NECESSARY CONSTRUCTION PERMITS AND INSPECTIONS SHALL BE PAINTED WITH DIRECTIONAL FLOW ARROWS AND LINE CONTENTS,I.E.: CONCRETE PAD. THE CONCRETE PAD WILL BE 4 INCHES THICK AND
<br /> OBTAINED AND PAID FOR BY THE CONTRACTOR,INCLUDING PERMITS AIR, CONSTRUCTED OF 3,000 PSI CONCRETE WITH#4 REBAR AS SHOWN ON
<br /> FOR ELECTRICAL,MECHANICAL, AND CIVIL CONSTRUCTION, SHEET C-4, CONTRACTOR WILL BE RESPONSIBLE FOR SECURING THE
<br /> 3. WHERE PIPING IS ROUTED ABOVEGROUND INSIDE THE EQUIPMENT SHED TO THE SLAB TO CONFORM WITH CALIFORNIA SEISMIC
<br /> 5, THE CONTRACTOR SHALL RESTORE ALL EXCAVATED SURFACE AREAS TO ENCLOSURE,THE PIPING SHALL BE SUPPORTED BY UNI-STRUT PIPE REQUIREMENTS.
<br /> MATCH EXISTING. SUPPORTS AND CLAMPS. THE UNI-STRUT SUPPORTS SHALL BE
<br /> FASTENED TO THE WALL OR MOUNTED ON A BASE THAT IS SECURED TO 2, CONTRACTOR TO INSTALL THE FOLLOWING SIGNAGE ON THE
<br /> 6. ALL CONSTRUCTION AREAS SHALL BE CLEARLY MARKED WITH THE GROUND SURFACE. ENCLOSURE,SEE SHEET C-2 FOR LOCATION OF EACH SIGN:
<br /> BARRICADES,CONES, PLATES,OR OTHER APPROVED SAFETY MARKERS
<br /> TO RESTRICT ACCESS AND PROVIDE A SAFE WORT(ENVIRONMENT FOR 4. A. DANGER HIGH VOLTAGE
<br /> q ALL PROCESS PIPING SHALL BE PRESSURE TESTED ACCORDING TO
<br /> S. NO SMOKING
<br /> THE CONTRACTOR,STATION CUSTOMERS,AND FUEL TERMINAL LOCAL SPECIFICATIONS AND WITNESSED BY ENGINEER.NO TESTING ' MM WTE osc +
<br /> C. PROPOSITION 85 SIGN
<br /> PERSONEL.
<br /> WILL BE CONDUCTED THROUGH INSTRUMENTS OR EQUIPMENT, ALL D. NEPA 704 SIGN
<br /> 7. A PRE-CONSTRUCTION MEETING BETWEEN SITE OWNER,THE LINES WILL BE PRESSURE TESTED AT A MINIMUM PRESSURE OF 15 PSI E. EMERGENCY SHUTOFF SIGN
<br /> CONTRACTOR,AND ENGINEER WILL BE REQUIRED BEFORE ANY WORK FOR MINUMUM 1 HOUR,WITH ZERO PERMITTED DROP IN PRESSURE OVER F. EMERGENCY CONTACT INFO
<br /> BEGINS.THE MEETING WILL BE HELD AT THE SITE, THE DURATION OF THE TEST. G. EYEWASH SIGN
<br /> 8. THE CONTRACTOR SHALL PROVIDE A TECHNICIAN OR EQUIVALENT FOR 4 5. THE CONTRACTOR WILL ID ALL WELL MANIFOLD PIPING USING STEEL 3. CONTRACTOR TO SUPPLY AND INSTALL A FIRE EXTINGUISHER IN AN ALL
<br /> $ HOURS DURING STARTUP OF THE EQUIPMENT. TAGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO STAMP THE WEATHER FIRE EXTINGUISHER CABINET AND IN ACCORDANCE;WITH
<br /> APPROPRIATE WELL ID'S ON THE STEEL TAGS AND ATTACH THE TAGS LOCAL FIRE CODES, CONTRACTOR TO SUPPLY MINIMUM 20 POUND ABC
<br /> E 9. THE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND WITH CHAINS TO THE CORRESPONDING WELLS AT THE MANIFOLD. FIRE EXTINGUISHER, PROJECT TITLE
<br /> F� CONSTRUCTION FOR A PERIOD OF ONE YEAR.ALL DEFECTS SHALL BE
<br /> CORRECTED AT THE CONTRACTOR'S EXPENSE. 2,5 ELECTRICAL 4. CONTRACTOR TO SUPPLY AND INSTALL EYEWASH KIT,YELLOW WALL
<br /> r j MOUNT STORAGE BOX,ItNOX PADLOCK,FIRE BLANKET,AND FIRST AlbAF Arm
<br /> 10. ALL WORK SHALL BE CONDUCTED UNDER CHEVRON'S"PERMIT TO WORK" 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT KIT. sm
<br /> SYSTEM. NO WORK SHALL HE CONDUCTED WITHOUT A PERMIT TO WORK. NECESSARY TO INSTALL A NEW ELECTRIC SERVICE AND ROUTE THE nw.w 63-m om
<br /> o APPROPRIATE ELECTRIC SERVICE:TO THE REMEDIATION SYSTEM AND
<br /> o 2.2 EXCAVATION REMEDIATION CONTROL PANELS. THE CONTRACTOR WILL BE
<br /> RESPONSIBLE FOR PROVIDING POWER TO THE BIOSPARGE TREATMENT BIOSPARGE TREATMENT SYSTEM
<br /> 1. ALL EXCAVATED SOIL SHALL BE STOCKPILED ON G-THOUSANTHS OF AN SYSTEM AND OBTAINING ANY REQUIRES)ELECTRICAL PERMIT FOR BANTA BULK FUEL TERMINAL
<br /> E INCH(6-MIL)PLASTIC ViSQUEEN UNTIL IT IS USED TO BACKFILL OPERATION OF THE EQUIPMENT, THE CONTRACTOR SHALL VERIFY 22888 KASSON ROAD
<br /> t F z1 TRENCHES. SOIL SHALL BE KEPT MOIST TO CONTROL DUST AND MUST BE OPERATION or ALL ELECTRICAL EQUIPMENT UPON COMPLETION OF THE
<br /> F COVERED IF LEFT STOCKPILED OVERNIGHT. EARTHEN MATERIALS SHALL WORK, ESS1p BANTA, CALIFORNIA�p
<br /> 0 o NOT BE USED TO SECURE THE PLASTIC LINERS OR COVERS.IF 'Y` SHEET TIRE
<br /> 2. THE CONTRACTOR SHALL ACQUIRE ALL NECESSARY PERMITS AND PAY S
<br /> SEGREGATED
<br /> S
<br /> HYDROCARBON-IMPACTED SOIL IS AN AREAD,THE SOIL SHALL BE ALL ASSOCIATED FEES INCLUDING CONNECTION AND DISCONNECTION
<br /> SEGREGATED AND STOCKPILED IN ST AREA DESIGNATED BY THE !. y, i�j CONSTRUCTION NOTES
<br /> ENGINEER AND COVERED WITH PLASTIC SHEETS IF NECESSARY. THE
<br /> FEES. THE CONTRACTOR SHALL PAY FOR POWER POLE INSTALLATION AND SPECIFICATIONS
<br /> _ ENGINEER WILL BE RESPONSIBLE FOR CHARACTERIZING AND DISPOSING DEPOSIT. c pFn
<br /> OF ANY IMPACTED SOIL THAT IS ENCOUNTEREb, THE CONTRACTOR 3. THE ELECTRIC SERVICE SHALL BE EQUIPPED WITH A POWER METER AND NO.046643
<br /> SHALL DISPOSE OF ALL CONSTRUCTION DEBRIS AND SOIL NOT USED FOR WEATHER-TIGHT MAIN PANEL WITH A LOCKA13LE SHUTOFF SWITCH Exp 9102
<br /> BACKFILLING TRENCHING. LOCATED OUTSIDE THE EQUIPMENT ENCLOSURE. 01
<br /> PROJECT MANAGER DEPARTMENT MANAGER
<br /> 2, WHERE PIPING IS INSTALLED BELOW GROUND,THE PIPE SHALL BE D. EVANS J.VOGELEY
<br /> 1 Ni BURIED IN A TRENCH EXCAVATED TO A MINIMUM DEPTH OF 24 INCHES ��pA o CIM,r LP. WAIJ EAD DESIGNPROF CHECCHECKED BY TO THE TOP OF'THE PIPE, UNLESS OTHERWISE STATED. IF EXCAVATIONS /��y
<br /> MUST REMAIN OPEN AFTER NORMAL WORK HOURS,THEY SHALL BE iJ TISK/PHASE HUMBER DRAWN 9Y
<br /> J COVERED AT THE CONTRACTOR'S EXPENSE,WITH METAL PLATES `- 00002/0000 DA WALL
<br /> (TRENCH PLATES), CAPABLE OF SUPPORTING VEHICULAR TRAFFIC. PROJECT NUMBER DRAWING NUMBER
<br /> EXCAVATIONS SHALL NOT REMAIN OPEN OVER A WEEKEND UNLESS GW1A
<br /> COVERED BY TRENCH PLATES. 80046293,0000
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