|
SECTION 01400 -QUALITY CONTROL/GENERAL REQUIREMENTS
<br />PART 1 GENERAL
<br />A SECURE AND PAY FOR ALL LICENSES, GOVERNMENT FEES AND PERMITS REQUIRED FOR PROPER
<br />EXECUTION AND COMPLETION OF WORK, COMPLY WITH ARPUCABLE CODES, RULES, ORDINANCES AND
<br />OTHER LEGAL REOUIREMENTS. BUILDING PERMIT PROVIDED BY OWNER,
<br />B. TAKE RESPONSIBILITY FOR RENEWING CONTRACT DOCUMENTS FOR PROCEDURES, SPACE REQUIREMENTS,
<br />MATERIALS, INSTALLATION SEQUENCE AND COORDINATION WITH BP. THE LATEST EDITION IS TO BE USED
<br />WHERE REFERENCE IS MADE TO PUBLISHED STANDARDS.
<br />C. CONFINE OPERATIONS TO AREAS PERMITTED BY TAW, ORDINANCES, PERMITS AND CONTRACT DOCUMENTS.
<br />00 NOT UNREASONABLY ENCUMBER SITE WITH IMTERIALS OR EQUIPMENT, ASSUME FULL RESPONSIBILITY
<br />FOR PROTECTION OF PRODUCTS STORED ON PREMISES WITHIN CONTRACT LIMITS,
<br />D.
<br />IMMEDIATELY LOCATE ALL REFERENCE POINTS, LAYOUT WORK AND BE RESPONSIBLE FOR ALL
<br />MEASUREMENTS AND OTHER WORK TO BE EXECUTED UNDER THE CONTRACT, VERIFY ALL FIGURES
<br />SHOWN ON THE DRAWINGS. VERIFY ALL DIMENSIONS OF ANY EXISTING AND NEW WORK AND BE
<br />RESPONSIBLE FOR THEIR ACCURACY, SUBMIT ANY DIFFERENCES FOUND TO SP BEFORE PROCEEDING
<br />WITH THE WORK. NO EXTRA COMPENSATION WILL BE PERMITTED BECAUSE OF DIFFERENCES BETWEEN
<br />ACTUAL DIMENSIONS AND MEASUREMENTS INDICATED ON THE DRAWINGS,
<br />E. BE RESPONSIBLE FOR KEEPING SITE CLEAN AT ALL TIMES, PROVIDE METAL CONTAINERS FOR WASTE AND
<br />SCRAP MATERLAS. REMOVE FROM SITE WHEN FULL TAKE RESPONSIBUIY FOR FINAL CLEANING,
<br />REMOVE ALL TOOLS, SCAFFOLDING, AND SURPLUS MATERIALS FROM THE SITE AT COMPLETION OF
<br />WORK,
<br />F. BE RESPONSIBLE FOR PREVENTING AIR AND WATER POLLUTION THROUGH DUST AND DIRT CONTROL IN
<br />THE FOLLOWING:
<br />F.1, IN THE STREET, SIDEWALKS AND DRIVES WITHIN THE LIMITS OF THE CONTRACT.
<br />F,2, ANY HAUL ROADS LEADING TO OR AWAY FROM THE PROJECT THAT ARE USED BY THE CONTRACTOR.
<br />F,3, TAKE ALL NECESSARY STEPS TO PREVENT SOIL ERODING ONTO ALL PAVED AREAS AND INTO ALL
<br />NATURAL WATER -COURSES, DITCHES AND THE PUBLIC SEWER SYSTEM.
<br />C. BP MAY EMPLOY AND PAY FOR AN INDEPENDENT TESTING LABORATORY TO PERFORM ANY TEST OR
<br />INSPECTION TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS, IF TESTS INDICATE WORK DOES NOT
<br />MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE, AND RETEST WITHOUT ADDITIONAL COST TO
<br />BP.
<br />SECTION 02100 - SITE PREPARATION
<br />PART 1 GENERAL
<br />1.1 DESCRIPTION
<br />A SECTION INCLUDES:
<br />A1, CLEANING SITE OF DEBRIS, GRASS, TREES AND OTHER PLANT LIFE IN PREPARATION FOR SITE OR
<br />BUILDING EXCAVATION WORK,
<br />A2. PROTECTION OF EXISTING STRUCTURES, TREES OR VEGETATION INDICATED TO REMAIN,
<br />A.3, STRIPPING TOPSOIL FROM AREAS INDICATED.
<br />B. B. RELATED DOCUMENTS: THE CONTRACT DOCUMENTS, AS DEFINED IN THE GENERAL CONDITIONS, APPLY
<br />TO THE WORK OF THIS SECTION, ADDITIONAL REQUIREMENTS AND INFORMATION NECESSARY 70
<br />COMPLETE THE WORK OF THIS SECTION MAY BE FOUND IN OTHER DOCUMENTS,
<br />B,1, 1, SECTION 02200 - EARTHWORK: CUTTING, FILLING, AND GRADING FOR PROPOSED SITE
<br />IMPROVEMENTS.
<br />12 QUALITY ASSURANCE
<br />A. A REGULATORY REGUIREMENTS:
<br />A.1, PROVIDE TEMPORARY EROSION CONTROL SYSTEMS AS INDICATED ON DRAWINGS OR AS DIRECTED BY
<br />OWNER'S REPRESENTATIVE TO PROTECT ADJACENT PROPERTIES AND WATER RESOURCES FROM
<br />EROSION AND SEDIMENTATION.
<br />13 PROJECT CONDITIONS OR SITE CONDITIONS
<br />A EXISTING CONDITIONS:
<br />A1, CONDITIONS EXISTING AT TIME OF INSPECTION DURING BIDDING WILL BE MAINTAINED BY OWNER IN
<br />SO FAR AS PRACTICAL
<br />A2, NOTIFY OWNER OF VARIATIONS TO CONDITIONS OR DISCREPANCIES IN ACTUAL SITE CONDITIONS PRIOR
<br />TO START OF SITE PREPARATION WORK,
<br />A3. TRAFFIC: CONDUCT OPERATIONS AND REMOVAL OF DEBRIS WITH MINIMUM INTERFERENCE TO ROADS.
<br />STREETS, WALKS, AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS
<br />OR 07HER FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.
<br />A.4. PROTECTIONS: PROVIDE PROTECTION FOR SAFE PASSAGE OF PERSONS AROUND AREA OF SITE
<br />PREPARATION, TAKE PRECAUTIONS AND CONDUCT OPERATIONS TO PREVENT INJURY TO ADJACENT
<br />BUILDINGS, STRUCTURES, OTHER FACILITIES, AND PERSONS. 0. PROVIDE INTERIOR AND EXTERIOR
<br />SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF
<br />STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN.
<br />A5, WHERE IT 5 NECESSARY TO CUT PUBLIC CURBS, THEY SHALL BE RESTORED AND/OR
<br />RECONSTRUCTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING JURISDICTION,
<br />RECONSTRUCT PUBLIC CURBS AFTER DEMOUTION OF EXISTING APPROACHES AND IN COMPLIANCE
<br />WITH SECTION 3300 CAST -IN-PLACE CONCRETE,
<br />A,6. ALL UTILITY STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH ALL GOVERNING CODES OR
<br />STANDARDS (CITY, COUNTY OR STATE) AND IN COMPLIANCE WITH THE PLUMBING, MECHANICAL AND
<br />ELECTRICAL SPECIFICATIONS AS DETAILED ON THE DRAWINGS.
<br />PART 2 PRODUCTS
<br />2 1 MATERIALS
<br />A TOPSOIL, FRIABLE CLAY LOAM SURFACE SOIL CONTAINING HUMUS, ORGANIC NATTER, FOUND IN A DEPTR
<br />OF NOT LESS THAN 4 INCHES FREE OF SUBSOIL, CLAY LUMPS, STONES, AND OTHER OBJECTS OVER 2
<br />INCHES IN DIAMETER, AND WITHOUT WEEDS, ROOTS, AND OTHER UNSUITABLE MATERIAL.
<br />PART 3 EXECUTION
<br />3A EXAMINATION
<br />0. SITE VERIFICATION OF CONDITIONS: EXAMINE AREAS IN WHICH WORK OF THIS SECTION IS TO BE
<br />PERFORMED, VERIFY CONDITIONS AND NOTE IRREGULARITIES AFFECTING THE WORK. REPORT IN WRITING
<br />TO OWNER AND ARCHITECT/ENDINEER PREVAILING CONDITIONS THAT WILL ADVERSELY AFFECT
<br />SATISFACTORY EXECUTION OF THE WORK,
<br />B. BEGINNING OF WORK CONSTITUTES ACCEPTANCE OF THE EXISTING CONDITIONS AND CONTRACTOR SHALL
<br />THEN, AT NO ADDITIONAL COST TO OWNER, BE RESPONSIBLE FOR CORRECTING UNSATISFACTORY AND
<br />DEFECTIVE WORK,
<br />C. VERIFY THAT SURVEY BENCHMARK AND INTENDED ELEVATIONS FOR THE WORK ARE AS INDICATED,
<br />3.2 PREPARATION
<br />A VERIFY THAT EXISTING PLANT LIFE AND CLEARING LIMITS ARE CLEARLY TAGGED, IDENTIFIED AND MARKED
<br />IN SUCH A MANNER AS TO INSURE THEIR SAFETY THROUGHOUT CONSTRUCTION OPERATIONS.
<br />7 3 CLEARING
<br />A CLEAR AREAS REQUIRED FOR ACCESS TO SITE AND EXECUTION OF WORK,
<br />B. REMOVE TREES, SHRUBS, GRASS, OTHER VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS INTERFERING
<br />C. REMOVE GRASS, TREES, PLANT LIFE, SNAPS AND ALL OTHER CONSTRUCTION DEBRIS TRIOTI SITE TO A
<br />DUMP SITE THAT IS SUITABLE FOR HANDLING SUCH MATERIAL ACCORDING TO STATE LAWS AND
<br />REGULATIONS.
<br />3.4 TOPSOIL EXCAVATION
<br />A STRIP TOPSOIL FROM AREAS THAT ARE INDICTED TO BE FILLED, EXCAVATED, LANDSCAPED, OR
<br />RE -GRADED TO DEPTH THAT PREVENTS CONTACT WITH UNDERLYING SUBSOIL OR UNSUITABLE MATERIAL.
<br />WHERE TREES ARE INDICATED TO REMAIN, STOP TOPSOIL STRIPPING SUFFICIENT DISTANCE FROM TREE
<br />TO PREVENT DAMAGE TO MAIN ROOT SYSTEM.
<br />B. CUT HEAVY GROWTHS OF GRASS FROM AREAS PRIOR TO START OF STRIPPING, REMOVE HEAVY GROWTHS
<br />OF GRASS ALONG WITH CLEARING OF OTHER VEGETATION MATERIALS,
<br />C. SATISFACTORY TOPSOIL: SEE SECTION 2.1 MATERIALS,
<br />D. STOCKPILE EXISTING TOPSOIL FROM AREAS TO BE GRADED AS DIRECTED BY OWNERS REPRESENTATIVE.
<br />CONSTRUCT STOCKPILE AREAS TO POSITIVELY DRAIN SURFACE WATER, COVER STOCKPILE AREAS AS
<br />REQUIRED TO PREVENT WINDBLOWN DUST, DISPOSE OF UNSUITABLE TOPSOIL OFF -SNE AS SPECIFIED
<br />CLEARING, UNLESS DIRECTED OTHERWISE BY OWNER'S REPRESENTATIVE. UTILIZE STOCKPILED TOPSOIL
<br />FOR FINAL GRADING ACTIVITIES IN TURF AREAS. COVER AND RETAIN ALL EXCESS TOP SOIL FOR USE BY
<br />LANDSCAPE CONTRACTOR DURING PLANTING AND BED PREPARATION, DISPOSE OF EXCESS TOPSOIL
<br />OFF-SITE AS SPECIFIED FOR CLEARING, UNLESS DIRECTED OTHERWISE BY OWNER'S REPRESENTATIVE.
<br />ARCO SITE SPECIFICATIONS
<br />ARCO C -STORE AND FUEL CANOPY
<br />3443 CHEROKEE ROAD, SAN JOAQUIN COUNTY CA
<br />ALL WORK SHALL COMPLY WITH THE SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS
<br />3.5 REMOVAL
<br />A. REMOVE DEBRIS, ROCK, EXTRACTED PLANT LIFE, PAVING, CURBS, AND OTHER STRUCTURES INDICATED ON
<br />DRAWINGS.
<br />3.6 PROTECTION
<br />A. PROTECT EXISTING STRUCTURES AND UTILITIES AS SPECIFIED IN SECTION 02200,
<br />B. PROTECT TREES, PLANT GROWTH, AND FEATURES INDICATED TO REMAIN,
<br />SECTION 02200 -EARTH WORK
<br />PART 1 GENERAL
<br />DESCRIPTION
<br />A SECTION INCLUDES:
<br />AI. PREPARATION OF SUBGRAOE FOR BUILDING, SUBS, WALKS, PAVEMENTS, AND OTHER SITEWORK.
<br />A2. ROUGH AND FINISH GRADING,
<br />0.3. EXCAVATION FOR FILLING AND GRADING,
<br />AAL, FILLING AND SUBGRADE PREPARATION.
<br />A5. EXCAVATING, BACKFILLING, AND COMPACTING FOR STRUCTURES,
<br />AIS. EXCAVATING, BACKFILLING, PPE BEDDING, COMPACTING FOR UTILITIES.
<br />A7. EXCAVATING. BACKFILUNG, AND COMPACTING FOR PAVEMENT.
<br />A0. SOIL STABILIZATION.
<br />B. RELATED DOCUMENTS: THE CONTRACT DOCUMENTS, AS D -_FINED IN THE GENERAL CONDITIONS, APPLY
<br />TO THE WORK OF THIS SECTION, ADDITIONAL REQUIREMENTS AND INFORMATION NECESSARY TO
<br />COMPLETE THE WORK OF THIS SECTION MAY BE FOUND IN 07HER DOCUMENTS,
<br />C. RELATED SECTIONS:
<br />C.1. 1. SECTION 02100 - SITE PREPARATION: CLEARING SITE OF DEBRIS. GRASS. TREES, AND OTHER
<br />PLANT LIFE.
<br />1.2 REFERENCES:
<br />THE FOLLOWING PUBLICATIONS ARE INCLUDED AS PART OF REFERENCED PUBLICATIONS THESE EARTHWORK
<br />SPECIFICATIONS:
<br />1. ASTM C 136 - METHOD FOR SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES.
<br />T. ASTM D 698 - TEST METHODS FOR MOISTURE -DENSITY RELATIONS OF SOIL AND SOIL- AGGREGATE
<br />MIXTURES, USING 5.5 -LB (2.49 KG) RAMMER AND 12 -IN, (305 MM) DROP,
<br />3. ASTM D 1556 - TEST METHOD FOR DENSITY OF SOIL IN PLACE BY THE SAND -CONE METHOD.
<br />4. ASTM D 1557 - TEST METHOD FOR MOISTURE -DENSITY ELEVATIONS OF SOILS AND SOIL -AGGREGATE
<br />MIXTURE USING 10 POUND (4.54 KG) RAMMER AND 18 INCH (457 MM) DROP,
<br />5. ASTM D 2167 - TEST METHOD FOR DENSITY AND UNIT WEIGHT OF SOIL IN PLACE BY THE RUBBER
<br />BALLOON METHOD,
<br />6. ASTM D 4254 - TEST METHODS FOR MINIMUM INDEX DENSITY OF SOILS AND CALCULATION OF RELATIVE
<br />DENSITY. NEPA 70 - NATIONAL ELECTRIC
<br />7. NADONAL FIRE PROTECTION ASSOCIATION (NFPA) CODE.
<br />1.3 DEFINITIONS
<br />A A BUILDING AREA SUBGRADE PAD: PORTION OF SITE DIRECTLY BENEATH AND WITHIN A UNE 5 FEET 0
<br />INCHES BEYOND BUILDING AND APPURTENANCES INCLUDING LIMITS OF ANY FUTURE BUILDING EXPANSION
<br />AREAS INDICATED ON DRAWINGS, APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING
<br />PROPER.
<br />1.4 QUALITY ASSURANCE
<br />A REGULATORY REQUIREMENTS:
<br />A.1. PERFORM EARTKWORK IN ACCORDANCE WITH APPUCABLE REQUIREMENTS OF GOVERNING AUTHORITIES
<br />HAVING JURISDICTION.
<br />B. SOIL STABILIZATION STANDARDS: STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
<br />1.5 PROJECT CONDITIONS OR SITE CONDITIONS
<br />A EXISTING CONOMONS:
<br />At. CLASSIFICATION OF EXCAVATIONS: CONTRACTOR BY SUBMITTING BID ACKNOWLEDGES THAT
<br />CONTRACTOR HAS INVESTIGATED PROJECT SITE TO DETERMINE TYPE, QUANTITY, QUALITY. AND
<br />CHARACTER OF EXCAVATION WORK TO BE PERFORMED. CONSIDER EXCAVATION UNCLASSIFIED
<br />EXCAVATION,
<br />A.2. EXISTING UTILITIES: CONTACT LOCAL UTILITY COMPANIES AND MAKE ARRANGEMENTS TO OBTAIN
<br />UTILITY COMPANY LOCATION AND MARKING SERVICE PRIOR TO START OF EARTHWORK OPERATIONS,
<br />A201 LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN
<br />PLACE, PROVIDE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS,
<br />A.2.b. SHOULD UNCHARTED, OR INCORRECTLY CHARTED, PIPING OR OTHER UTILITIES BE ENCOUNTERED
<br />DURING EXCAVATION, CONSULT UTILITY COMPANY AND OWNER REPRESENTATIVE IMMEDIATELY FOR
<br />DIRECTIONS.
<br />A2.c. COORDINATE WITH OWNER AND UTILITY COMPANIES TO KEEP EXISTING UTILITY SERVICES AND
<br />FACILITIES IN OPERATION.
<br />A2.6, REPAIR DAMAGED UTILITIES TO SATISFACTION OF UTILITY COMPANY, AT NO ADDITIONAL COST TO
<br />OWNER.
<br />A2.e. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR
<br />OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED IN WRITING BY OWNER'S
<br />REPRESENTATIVE AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN
<br />PROVIDED AND APPROVED BY OWNER'S REPRESENTATIVE.
<br />A2. f. DEMOLISH AND COMPLETELY REMOVE FROM SITE EXISTING UNDERGROUND UTILITIES INDICATED ON
<br />DRAWINGS TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT-OFF OF SERVICES
<br />IF LINES ARE ACTIVE,
<br />PART 2 PRODUCTS
<br />2.1 FERIAS
<br />A EXISTING MATERIAL,, EXCAVATED AND RE -USED ON-SITE MATERIAL FOR SUBSOIL FILL AS SPECIFIED
<br />HEREIN.
<br />B. IMPORTED MATERIAL IMPORTED OFF-SITE MATERIAL APPROVED BY OWNER'S REPRESENTATIVE AND AS
<br />SPECIFlED HEREIN.
<br />C. BEDDING MATERIAL: PROCESSED SAND AND GRAVEL FREE FROM CLAY LUMPS, ORGANIC. OR OTHER
<br />DELETERIOUS MATERIA AS SPEOFIED ON THE DRAWINGS,
<br />D. TOPSOIL FILL: SPECIFIED IN SECTION 02100.
<br />7. e01 STABILIZATION MA HIAI c
<br />A. QUICKLIME OR HYDRATED LIME: ASTM C 977.
<br />B. PORTLAND CEMENT: ASTM C ISM
<br />C. RY ASH: ASTM C GIB.
<br />PART 3 EXECUTION
<br />J.1 PREPARATION
<br />A. IDENTIFY REQUIRED LINES, ELEVATIONS, LEVELS, CONTOURS, GRADES, AND DATUM NECESSARY TO
<br />PROVIDE EARTHWORK GRADING AS INDICATED ON DRAWINGS,
<br />B. VERIFY THAT SURVEY BENCHMARK AND INTENDED ELEVATIONS FOR WORK ARE AS INDICATED ON
<br />DRAWINGS,
<br />C. LOCATE, IDENTIFY, AND PROTECT EXISTING UTILITIES TO REMAIN AND PREVIOUSLY INSTALLED UTILITIES
<br />THAT MAY BE DAMAGED BY CONSTRUCTION OPERATIONS,
<br />C.1. 1, NOTIFY OWNER'S REPRESENTATIVE AND UTILITY COMPANY IMMEDIATELY OF UTILITIES, NOT INDICATED
<br />ON DRAWINGS, ENCOUNTERED,
<br />F2. 2, MAINTAIN EXISTING UTNTIES, ACTIVE UTILITIES, AND DRAINAGE SYSTEMS IN OPERATING CONDITION,
<br />C.3. 3. COMPLY WITH UTILITY COMPANY REQUIREMENTS AND DIRECTIONS OF OWNER'S REPRESENTATIVE TO
<br />KEEP UTILITIES IN OPERATION,
<br />C.I. 4, WHERE UNMARKED UTIUTIES ARE UNCOVERED WITHIN THE WORK AREA, NOTIFY BP AND THE
<br />UTILITIES HAVING JURISDICTION, AND TAKE PRECAUTIONS TO PREVENT INTERRUPTION OF SERVICE,
<br />SHOULD SUCH LINES OR SERVICES BE DAMAGED, BROKEN OR INTERRUPTED THROUGH NEGLIGENCE,
<br />D. PROTECT TREES, LAWNS, PLANT LIFE, FENCES, EXISTING STRUCTURES, SIDEWALKS, PAVING, AND CURBS
<br />FROM EARTHWORK OPERATIONS, EXCAVATING EQUIPMENT, AND VEHICULAR TRAFFIC.
<br />E. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR
<br />DISPLACEMENT. WHERE MARKERS ARE REQUIRED TO BE REMOVED, PROVIDE REMOVAL AND
<br />REINSTALLATION BY LICENSED LAND SURVEYOR LICENSED M STATE WHERE PROJECT IS LOCATED,
<br />F. REMOVE MATERIAL ENCOUNTERED IN GRADING OPERATIONS THAT IS UNSUITABLE FOR BACKFILLING,
<br />SUBGRADE OR FOUNDATION PURPOSES AS DETERMINED BY OWNER'S REPRESENTATIVE DISPOSE OF
<br />MATERIA$ OFF-SITE IN AN APPROVED MANNER IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES
<br />HAVING JURISDICTION,
<br />aa_
<br />FXfAVA71 N
<br />A PROVIDE DEWATERING, DRAINAGE, AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS
<br />WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER.
<br />B. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO EXCAVATIONS AND
<br />FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT ALLOW WATER TO ACCUMULATE IN
<br />EXCAVATIONS. ANY WATER SUSPECTED OF BEING CONTAMINATED 15 TO BE BROUGHT TO THE ATTENTION
<br />OF THE DESIGN ENGINEER AND BP. REMOVE WATER TO PREVENT SOIL CHANGES DETRIMENTAL TO
<br />STABILT V OF SUBGRADES, PROVIDE AND MAINTAIN PUMPS, WELL POINTS, SUMPS, SUCTION AND
<br />DISCHARGE UNES, AND OTHER DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY WATER AWAY
<br />FROM EXCAVATIONS, ESTABLISH AND MAINTAIN TEMPORARY DRAINAGE DITCHES AND OTHER DIVERSIONS
<br />OUTSIDE EXCAVATION LIMITS TO CONVEY RAIN WATER AND WATER REMOVED FROM EXCAVATIONS TO
<br />COLLECTING OR RUN-OFF AREAS, DO NOT USE TRENCH EXCAVATIONS AS TEMPORARY DRAINAGE DITCHES.
<br />MAINTAIN WATER ON SITE, IF REQUIRED BY THE LOCAL AUTHORITY, C. SHORE, ERACE, AND DRAIN EXCAVATIONS TO MAINTAIN EXCAVATIONS SAFE, SECURE, AND FREE OF WATER
<br />AT ALL DYES.
<br />D. PROYIDE PROTECTION FOR WORKERS WITHIN TRENCH AREAS IN ACCORDANCE WITH LOCAL STATE, AND
<br />FEDERAL OSHA REQUIREMENTS AND REGULATIONS, D.I. 1. SLOPE. SHORE. SHEET, OR BRACE EXCAVATION SIDE WALLS GREATER THAN 5 FEET IN DEPTH.
<br />D. 2. PROVIDE LATERAL TRAVEL DISTANCE TO EXCAVATION EXIT LADDER OR STEPS MAXIMUM 25 FEET
<br />FOR TRENCHES MINIMUM 4 FEET IN DEPTH, E. ACCEPTABLE FILL MATERIAL:
<br />E.1. 1. ROOK OR STONE LESS THAN 6 INCHES IN LARGEST DIMENSION AS FILL TO WITHIN 24 INCHES OF
<br />SURFACE OF PROPOSED SUBGRADE WHEN MIXED WITH SUITABLE MATERIAL, E. 2. ROCK OR STONE LESS THAN 2 INCHES IN LARGEST DIMENSION MIXED WITH SUITABLE MATERIAL
<br />AS FILL WITHIN THE UPPER 24 INCHES OF PROPOSED SUBGRADE.
<br />F. STOCNPI:E EXCAVATED MATERIAL SUITABLE FOR BACKFILLING ON-SITE, 4 EXCAVATE SUBSOIL REQUIRED FOR FOUNDATIONS, CONSTRUCTION OPERATIONS, AND OTHER WORK.
<br />EXCAVATE FOUNDATIONS TO A DEPTH INDICATED ON THE DRAWINGS OR AS DEEP AS REQUIRED TO
<br />ATTAIN PROPER SOIL BEARING PRESSURE, OR MEET GOVERNING CODES, DEEPER FOUNDATIONS WILL BE
<br />APPROVED, IN WRITING, BY BP, STOCKPILE SUFFICIENT CLEAN APPROVED SOIL MATERIALS FOR ALL
<br />BACKFILLING OR GRADING WORK, MACHINE SLOPE BANKS TO ANGLE OF REPOSE OR LESS UNTIL
<br />SHOOED. AS REQUIRED BY ALL CURRENT OSHA STANDARDS, DO NOT ALLOW EXCAVATION TO INTERFERE
<br />WITH NORMAL 45 DEGREE BEARING SPLAY OF ANY FOUNDATION, HAND HAND CORRECT UNAUTHORIZED
<br />EXCAVATION AT NO COST TO BP,
<br />H. DURING EXCAVATION* STOCKPILE MATERIALS SUITABLE FOR BACKFILLING AWAY FROM EXCAVATION TO
<br />PREVENT OVERLOADING. SLOES, OR CAVE-INS.
<br />I. REMOVE MATERIAL ENCOUNTERED IN EXCAVATING OPERATIONS THAT IS UNSUITABLE FOR BACKFILLING,
<br />SUBGRADE OR FOUNDATION PURPOSES AS DETERMINED BY OWNER'S REPRESENTATIVE, DISPOSE OF
<br />MATERJILS OFF-SITE IN AN APPROVED MANNER IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES
<br />HAYING JURISDICTION,
<br />J. OVER EXCAVATE AREAS OF BUILDING SUBGRADE FOUND CONSISTING OF UNSUITABLE MATERIALS AS
<br />DETERMINED BY OWNER'S REPRESENTATIVE, PREPARE, FILL WITH SUITABLE MATERIAL, AND COMPACT AS
<br />SPECIFlED.
<br />K. NAND CORRECT UNAUTHORIZED EXCAVATION AT NO COST TO BP, FILL OVER -EXCAVATED AREAS UNDER
<br />STRUCTURE BEARING SURFACES BY EMENDING INDICATED BOTTOM ELEVATION OF FOOTING OR BASE TO
<br />EXCAVATION BOTTOM WITHOUT CHANGING TOP ELEVATION OR BY FILLING UNAUTHORIZED EXCAVATION
<br />WITH 3000 PSI CONCRETE. STOCKPILE EXCAVATED MATERIAL IN AREA DESIGNATED ON-SRE OR WHERE
<br />DIRECTED AND REMOVE EXCESS SUBSOIL NOT BEING REUSED, FROM SITE, L IN THE EVENT THAT SOLID ROCK OR OTHER UNEXPECTED MATERIALS, OVER ONE CUBIC YARD IN
<br />VOLUME, ARE ENCOUNTERED, EXTRA COST WILL BE ALLOWED AFTER WRITTEN APPROVAL BY OWNER OR
<br />OWNER'S REPRESENTATIVE. EXTRA COST WILL FOLLOW UNIT PRICES QUOTED IN THE CONTRACTOR'S BID,
<br />WITH QUANTITIES TO BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE, M. CONFORM EXCAVATIONS FOR PIPING TO UMRS, DEPTHS, AND MATERIALS INDICATED ON THE DRAWINGS,
<br />AND TO APPLICABLE CODES AND REGULATIONS.
<br />N. DESDN AND PROVIDE SHEETING, SHORING, OR BRACING AT ANY OPEN TRENCH. COMPLY WITH OSHA AND
<br />OTHER LOCAL REGULATIONS FOR TRENCHING REQUIREMENTS.
<br />0. EXCAVATE SUBSOIL REQUIRED TO INSTALL UNDERGROUND PIPING AND UTILITIES. WHERE INSTALLING PIPE
<br />OR CONDUIT, EXCAVATE OR REMOVE ROCK TO SIX INCHES BELOW THE REQUIRED ELEVATION, BACKFILL
<br />WITH CRUSHED STONE OR GRAVEL. HAND TRIM FOR BELL AND SPIGOT PIPE JOINTS, REMOVE EXCESS
<br />SUBSOIL NOT BEING REUSED FROM SITE, SUPPORT PIPE DURING PLACEMENT. BACKFILL
<br />SYSTEAIATCALLY, AS EARLY AS POSSIBLE, TO ALLOW MAXIMUM TIME FOR NATURAL SETTLEMENT. DO NOT
<br />BACKFILL TRENCHES UNTIL TESTING THAT 15 REQUIRED BY APPLICABLE CODES HAS BEEN CONDUCTED
<br />ANO APPROVED,
<br />P. BACKFILL FDR UNDERGROUND STORAGE TANKS IS SPECIFIED ON THE TANK INSTALLATION DRAWINGS,
<br />0. PRODUCT PIPING AND VENT LINES: LAY PIPING AND VENT LINES SUPPORTED CONTINUOUSLY ON A SIX
<br />INCH PRODUCT PIPING AND VENT LINES COMPACTED BEDDING OF CLEAN SAND OR PEA GRAVEL, DO
<br />NOT SUPPDRI PIPING ON BLOCKS OR PLANKS, BACKFILL COMPLETELY TO THE UNDERSIDE OF PAVING
<br />WITH CLEAN SAND OR PEA GRAVEL DO NOT USE SAND IN CONJUNCTION WITH FILTER FABRIC,
<br />COMPACT PACKFlLL BY MANUAL OR POWER TAMPING TO OBTAIN THE REQUIRED COMPACTION, REFER TO
<br />PIPING DETAIL ON THE TANK INSTALLATION DRAWING, LAY CONDUIT ON A FOUR INCH COMPACTED
<br />BEDDING OF ELECTRICAL CONDUIT
<br />R. CLEAN SAND OR PEA GRAVEL ENVELOPE ALL CONDUITS IN SAND OR PEA GRAVEL CONTINUE
<br />DACKFlLUNG WITH SAND OR PEA GRAVEL TO A DEPTH OF FOUR INCHES ABOVE THE TOP OF HE
<br />CONDUIT. DO NOT USE SAND IN CONJUNCTION WITH FILTER FABRIC, VOIDS BETWEEN CONDUITS WILL
<br />NOT BE PERMITTED. CLEAN EARTH MAY BE SUBSTITUTED FOR SAND WHEN THE TRENCH CONTAINS ONLY
<br />ONE CONDJIT,
<br />S. COMPRESSED AIR AND POTABLE WATER PIPING: LAY PIPING ON A FOUR INCH COMPACTED BEDDING OF
<br />CLEAN COMPRESSED AIR AND POTABLE WATER PIPING SAND OR PEA GRAVEL, CONTINUE SAND BACKFILL
<br />TOA DEPTH OF FOUR INCHES ABOVE THE TOP OF THE PIPE, T. SEWER PIPNG: LAY SEWER PIPING SUPPORTED CONTINUOUSLY ON A SIX INCH COMPACTED BEDDNG OF
<br />GRAVEL SEWER PIPING OR CRUSHED STONE OF WHICH 100 PERCENT WILL PASS THROUGH A 1/2 INCH
<br />SIEVE. SHAPE BEDDING FOR CLEARANCE OF ALL JOINTS AND FITTINGS, TAMPED IN PLACE, AND GRADED
<br />EVENLY TO ENSURE A UNIFORM BEARING FOR THE FULL LENGTH OF THE PIPE, DO NOT SUPPORT
<br />PIPING BY BLOCKS, PLANKS, OR MOUNDS OF BEDDING MATERIAL
<br />U. BALKFlLLUAG TRENCHES:
<br />U.I, i. PULE BACKFILL FROM 12 INCHES ABOVE THE PIPE, IN LAYERS NOT TO EXCEED EIGHT INCHES IN
<br />DEPTH. PROVIDE GRANULAR BACKFILL MATERIAL FREE OF STONES LARGER THAN THREE INCHES IN
<br />OMMETDR, NON -CORROSIVE, AND NON- ORGANIC IN NATURE, DO NOT USE MATERIAL WITH
<br />CINDERS, BUILDING MATERIALS, WASTE, OR RUBBISH, DO NOT USE FROZEN OR SEMI -FROZEN
<br />BACWLL MATERIALS, U.Z. 2. DO NOT BACKFILL TRENCHES UNTIL FIELD INSPECTIONS AND TESTS ARE PERFORMED AND UTILITY
<br />SYSTEAS COMPLY WITH AND ARE ACCEPTED BY GOVERNING AUTHORITIES HAVING JURISDICTION.
<br />U.3. 3. BACKFILL EXCAVATION AFTER PIPE OR CONDUIT HAS BEEN INSTN.LEO, BEGGED, INSPECTED AND
<br />TESTED
<br />U.4. 4. CONTRACTOR 15 TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN OUT
<br />MANHOES, CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES
<br />WETHER SPECIFICALLY NOTED ON PLANS OR NOT.
<br />3.3. [OMPACTON:
<br />A BEFORE CCMPACTION, MOISTEN OR AERATE EACH LAYER OF BACKFILL AS REQUIRED TO OBTAIN OPTIMUM
<br />MOISNRE CONTENT 70 ATTAIN REQUIRED COMPACTION DENSITY. CINDERS, ASHES, ORGANIC MATTER,
<br />RUBBISH, OR OTHER DELETERIOUS MATERIALS WILL NOT BE PERMITTED, B. PLACE FILL IN LAYERS NOT MORE THAN EIGHT INCHES IN LOOSE DEPTH, ROLL AREAS WITH SOILS
<br />CONTAINING CLAY OR SILT (COHESIVE SOILS) UNDER PAVING AND BUILDINGS WITH A SHEEPS FOOT
<br />ROLLER. COMPACT FILL WITH COHESIVE MATERIALS TO A DENSITY EQUAL TO 95 PERCENT OF STANDARD
<br />PROCTOR DENSITY AS DETERMINED BY ASTM D 690. DETERMINE FIELD DENSITY FOR COHESIVE SOILS
<br />BY THE SAND CONE METHOD FOLLOWING ASTM D 1556, C. ROLL AREAS WITH SOILS CONTAINING SAND AND GRAVEL (COHESIONLESS SOILS) UNDER PAYING AND
<br />BUILDINGS WITH EITHER A THREE WHEEL TEN TON VIBRATORY ROLLER OR SEVEN TON TRACTOR,
<br />COMPACT FDL WITH COHESIONLESS SOILS TO A DENSITY EQUAL TO 65 PERCENT OF RELATIVE DENSITY
<br />AS DETERMINED BY ASTM D 4254, DETERMINE FIELD DENSITY FOR COHESIONLESS SOILS BY THE
<br />RUBBER BALLOON METHOD FOLLOWING ASTM D 2167.
<br />SA SRE fFAhNO
<br />A EXCAVATE PAVEMENT AREAS TO LINE AND GRADE INDICATED ON DRAWINGS, B. STOCKPoLE EXCAVATED MATERIAL SUITABLE FOR BACKFILUNG ON-SITE, C. REMOVE MATERIAL ENCOUNTERED IN EXCAVATING OPERATIONS THAT IS UNSUITABLE FOR BACKFILLING AND
<br />PAVEMENT SUBGRADE PURPOSES AS DETERMINED BY OWNER, DISPOSE OF MATERIALS OFF-SITE IN AN
<br />APPROVED MANNER IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
<br />D. OVER EXCAVATE AREAS OF PAVEMENT SUBGRADE FOUND CONSISTING OF UNSUITABLE MATERIALS AS
<br />DETERMINED BY OWNER'S REPRESENTATIVE, PREPARE, FILL WITH SUITABLE MATERIAL, AND COMPACT AS
<br />SPEDIFlED,
<br />E. FILL MEAS TO CONTOURS AND ELEVATIONS AS INDICATED ON DRAWINGS,
<br />F. PNCE FILL IN CONTINUOUS LIFTS AS SPECIFIED HEREIN,
<br />C. VERIFY THAT IMPORTED OFF-SITE FILL AND STOCKPILED ON-SITE FILL IS TESTED AND APPROVED,
<br />H. VERIFY THAI BACKFILL MEAS ARE FREE OF DEBRIS, SNOW, ICE, OR WATER, AND THAT GROUND
<br />SURFACES ARE NOT FROZEN.
<br />I. REMOVE ALL DEBRIS FROM MEAS TO BE LANDSCAPED TO A DEPTH OF TWO FEET. BACKFILL WITH CLEAN
<br />SOIL 70 A DEPTH WITHIN SIX INCHES OF THE FINISHED GRADE, BACKFILL TO SIX INCHES BELOW TOP
<br />Oi EXISTING CURBS.
<br />J. UNIFORMLY COMPACT BACKFILL AND GRADE AREAS TO INDICTED SLOPE WITH A TOLERANCE OF 1/4
<br />INCH ABOVE OR BELOW INDICATED ELEVATIONS.
<br />K. BACKFIWNC:
<br />K.I. 1. VERIFY IMPORTED FILL AND STOCKPILED FILL TO BE
<br />K.2. 2. IF, IN THE OPINION OF BP, UNSATISFACTORY SOLI 1
<br />AS tALnvnitu UN
<br />E%CEEOING 12 INCHES AND MOISTENED ONLY AS REQUIRED TO OBTNN THE SPECIFIED
<br />AHE
<br />BRE, FREE FROM DEBRIS,
<br />MUCK OR PEAT CAPABLE OF BEING
<br />COMPACTED
<br />WHERE ADDITIONAL
<br />FILL
<br />MATERIAL IS
<br />REQUIRED,
<br />THE SITE. INSTALL
<br />FILL
<br />MATERIAL IN
<br />LAYERS NOT
<br />DEGREE OF
<br />COMPACTION. PROVIDE COARSE SAND EE BANK RUN GRAVEL FILL UNDER PAVING AND SIDEWALKS.
<br />L VEPoFY AREAS TO BE BACKFILLED ARE FREE OF DEBRIS, SNOW, ICE, OR WATER, AND GROUND SURFACES
<br />ARE NOT FROZEN.
<br />3.5 Sol[
<br />TABn RATION
<br />A MO MATERIALS IN ACCORDANCE WITH REFERENCED STATE DEPARTMENT OF TRANSPORTATION STANDARD
<br />SPECIFICATIONS OR AS INDICTED IN THE REPORT OF SUBSURFACE EXPLORATION FOR AREAS OF
<br />APPUGIDN.
<br />B. CARE ADD WATER 70 THE MIX TO ACHIEVE A CONSISTENT MIXTURE WITHOUT LUMPING YET NOT
<br />CREATE A WET PLASTIC CONSISTENCY,
<br />C. THE ADDITION OF MME MAY BE SPECIFIED OR APPROVED TO FACIUTATE MIXING FLY ASH WDLL SOIL
<br />MATERMlS. WHEN SPECIFIED, OR DIRECTED BY THE TESTING LABORATORY IN WRITING, LIME SHALL BE
<br />USED TO PREVENT FLY ASH 'FLASH SET' OR RETARD SOIL -FLY ASH REACTIVITY OCCURRING DURING
<br />FINAL NI%TNG.
<br />C, 1, 1. LIME ADDITIVE SHALL BE UNIFORMLY BLENDED WITH THE FLY ASH ON THE SURFACE FOR
<br />IN WITH SOIL MATERIALS WRING FIRST MIXING OPERATIONS UNLESS OTHER METHODS
<br />OF APPLICATION ARE APPROVED,
<br />C.2. 2. THE PROPORTION OF UME ADDITIVE WITH THE FLY ASH WILL BE BASED ON LABORATORY TESTING
<br />AN FIELD TRIAL PROCEDURES NECESSARY TO DETERMINE PROPER SOIL MODIFICATION,
<br />C.3. 3. THE ADDITION OF LIME WLL PERMIT A REDUCTION OF THE FLY ASH REQUIREMENT ON A
<br />REPUCEMEN7 BASIS AS APPROVED BY THE TESTING LABORATORY,
<br />D. OBTAIN TESTING LABORATORY APPROVAL OF THE MIX BEFORE PROCEEDING WITH PLACEMENT.
<br />XIS Il.l NAN OF S B ADE
<br />A VERIFY FINISHED SUBGRADES FOR CONFORMANCE TO ELEVATIONS AS INDICATED ON DRAWINGS AND FOR
<br />SPECIFlED CONOMONS FOR SUBGRADE.
<br />B. PROTECT SUBGRADE FROM EXCESSIVE WHEEL LOADING DURING CONSTRUCTION, INCLUDING CONCRETE
<br />TRUCKS AND DUMP TRUCKS,
<br />C. REMOVE AREAS OF FINISHED SUBGRADE WITH COMPACTION DENSITY BELOW SPECIFIED DENSITY TO DEPTH
<br />REQUIRED. FILL REMOVED AREAS AND COMPACT TO SPECIFIED COMPACTION DENSITY D PROVIDE
<br />SURFACE OF SUBGRADE AFTER COMPACTION HARD, UNIFORM, SMOOTH, STABLE, AND TRUE TO GRADE
<br />AND CRO55-SECTION.
<br />.R.7 FINISH RADIN.
<br />A. GRADE AREAS OTHER THAN PAVED AREAS AND BUILDING PAD AREAS TO FINISH GRADE ELEVATIONS OR
<br />CONTOURS AS INDICTED ON DRAWINGS INCLUDING THE FOLLOWING:
<br />A.I. EXCAVATED AREAS,
<br />A.2. FILLED AND TRANSITION AREAS.
<br />A.3. LANDSCAPED AREAS,
<br />B. PROVIDE ENGINEERING AND FIELD STAKING NECESSARY FOR VERIFICATION OF LINES, GRADES, AND
<br />ELEVATIONS.
<br />C. PROVIDE FINISH GRADED AREAS UNIFORM AND SMOOTH, FREE FROM ROCKS, DEBRIS, OR IRREGULAR
<br />SURFACE CHANGES WITH MAXIMUM TOLERANCE OF 0.10 FOOT IN 50 FEET ABOVE OR BELOW
<br />ESTABLISHED FINISH SUBGRADE ELEVATION, PROVIOE GRADED SURFACES SLOPING UNIFORMLY BETWEEN
<br />INDICTED ELEVATIONS.
<br />D. PROVIDE DRAINAGE DITCHES GRADED WITH UNIFORM SLOPE TO ALLOW DRAINAGE WITHOUT PONDING,
<br />MINIMIZING POTENTIAL FOR EROSION.
<br />3.8 PROTECTION
<br />A PROTECT DUILDING SUBGRADE PAD AND BUILDING RELATED EARTHWORK FROM DAMAGE BY CONSTRUCTION
<br />OPERATIONS AND EROSION,
<br />B. PROHIBIT VEHICLES FROM ENTERING BUILDING SUBGRADE PAD AREA VEHICLES NOT PERMITTED.
<br />C. SCARIFY SURFACE, RESHAPE, AND COMPACT AREAS DAMAGED BY CONSTRUCTION OPERATIONS OR
<br />ANOTHER EROSION.
<br />SAFETY
<br />PREPARE A WRffTEN SITE SAFETY
<br />POIFRiVl IMZAPOS PREVENTIVE
<br />PUN
<br />DETAOJNC HOW THE
<br />POTENTIAL HAZARDS LISTED BELOW
<br />WILL BE ADDRESSED
<br />AND POST ON THE WORNSI7E,
<br />INSURE
<br />COMPLIANCE BY ALL
<br />EMPLOYEES OF CONTRACTOR AND
<br />O HIS
<br />SUBCONTRACTORS.
<br />SAFETY NETS, AND/OR FALL ARRESTOR, IF CONVENTIONAL SYSTEMS ARE
<br />TATA INJURIES.
<br />NOT FEASIBLE, USE SITE FALL PROTECTION PIAN.
<br />MEASURES
<br />AUTOMOBILE OR VEHICLE TRAFFIC AT
<br />TRAFFIC PATTERNS CONTROL VEHICLE ACCESS
<br />U.G.
<br />ACTIVE 91ES
<br />HIGHWAYBARRIERS.
<br />HIGHWAY BARRIERS SET OUT EDRAN(A)(1) E WARNING CONES' IF
<br />NEC
<br />NECESSARY. gEF:,GENEgAL DUTY 5(A)(I)
<br />FALLS FROM WORKING AT
<br />PROVIDE CONVENTIONAL FALL PROTECTION SYSTEMS, E.C. GUARDRAILS
<br />ELEVATION CAUSING SERIOUS OR
<br />SAFETY NETS, AND/OR FALL ARRESTOR, IF CONVENTIONAL SYSTEMS ARE
<br />TATA INJURIES.
<br />NOT FEASIBLE, USE SITE FALL PROTECTION PIAN.
<br />REF; 29CFRI295.451 k 502
<br />CAVE-INS FROM EXCAVATIONS [a> 4
<br />UNIT AND CONTROL PERSONAL ENTRY CONTROL BY SHORING, SLOPING
<br />FT.1 RESULTING IN WORKERS BEING
<br />OR BENCHING THE SIDES, USE TRENCH BOX OR SHIELD, PROPER
<br />BURIED OR CRUSHED. KNOWN TO
<br />MAINTENANCE OF SHORING. PERIODIC FIELD INSPECTIONS
<br />RESULT IN SUFFOCATION AND DEATH
<br />REF: 29OR1925,651
<br />FALLS INTO EXCAVATIONS OR
<br />TRENCHES, 4A7EWALS, TOOLS, ROCK,
<br />PROVIDE SAFE MEANS O' ACCESS AND EGRESS, E.D STRUCTURAL
<br />SOL, ETC., PLACEO TOO NEAR THE
<br />RAMPS, PLACE ALL MATERIALS AT LEAST 2 FEET AWAY FROM THE EDGE
<br />EDGE AND FALLING INTO THE
<br />OF THE EXCAVATION OR TRENCH. REF: 29CFRI926.651
<br />EXCAVATION OR TRENCH,
<br />ELECTRICAL SHOCK FROM HAND
<br />TpOLS, FRAYED ELECTRICAL MIRING,
<br />INSPECT HAND TOOLS FOR DAMAGED OR FRAYED WIRING. DEEHERGIZE
<br />OPEN CONDDIT/BOXES
<br />,AND GROUND OR INSULATE REF:. 29CFR1926.415, 417 t 951
<br />OXYGEN DEFICIENT, TOXIC, FLAMMABLE
<br />EVALUATE AND REMOVE CONTAINMENT, VENTILATE THE SPACE, USE
<br />OR IRRITATING ATMOSPHERE.
<br />PROPER PERSONAL PROTECTIVE EQUIPMENT.
<br />REF: 29CFRI926.21 t 651; 1910.132 t 146
<br />FlRE/EXPl090N CAUSED BY WELDING
<br />FLUSH AND CLEAN TANK OR LINES TEST FOR FLAMMABLE/COMBUSTIBLE
<br />OR CUTTING ON OR AROUND FINISHED
<br />ATMOSPHERE, ENSURE THE TANK OR LINE IS VENTED TO AVOID
<br />PRODUCT TANK UNES
<br />PRESSURE BUILD UP FROM THE HEAT.
<br />REF; 29CFR1926.352
<br />INFORM EMPLOYEES OF THE CHEMICAL IN THEIR WORKPLACE AND
<br />HAZARDS USE MSOS KNOW THE LOCATION O PRODUCT TANKS AND
<br />ACOOENTAL RELEASE OF FINISHED
<br />LINES UNDERSTAND THE HAZARDS OF PETROLEUM PRODUCTS AND
<br />PRODUCTS AND EMPLOYEE EXPOSURE
<br />METHODS TO PREVENT EXPOSURE, INCLUDING PPE UNDERSTANDING
<br />EMERGENCY REPORTING AND RESPONSE REOUIREMENTS.
<br />REF; 29CFR1926.59 (APPN A t B]
<br />EXCAVATIO EQUIPMENT AND
<br />ONLY TRAINED AND/OR AUTHORIZED OPERATORS PROVIDE BARRICADES
<br />MACHINERY.
<br />WITH UGHTS OR REFLECTORS EQUIPPED WITH AUDIBLE BACK-UP ALARM
<br />REF: 29OR1926ADO t 602
<br />HEAD INJURIES DUE TO MATERIALS
<br />FALLING FROM OVERHEAD, FOOT
<br />INJURIES FpOM NAILS RUN THROUGH
<br />ASSESS THE WORKSITE FOR THE HAZARDS SHOWN. PROVIDE PPE BASED
<br />SHOES BAOK INJURIES FROM GENERAL
<br />O! THE HAZARD ASSESSMENT, TRAIN EMPLOYEES ON THE PROPER USE
<br />LIFTING REQUIgEMENTS EXPOSURE TO
<br />OF PPE REF 29CFR1926,95 t 96
<br />HARSH HEATHER CONDITIONS
<br />
|