Laserfiche WebLink
R <br />0 <br />7 <br />M <br />L <br />K <br />J <br />H <br />F <br />E <br />a <br />00 A <br />6 <br />Z <br />0 <br />S <br />G <br />2 3 1 4 I e 1 A 7 1 8 1 0 1 10 1 11 1 12 1 13 14 I 15 16 17 <br />SECTION I - PLANTING - <br />PART I - GENERAL <br />1.1 DESCRIPTION OF WORK <br />A. WORK INCLUDED IN THIS SECTION: FURNISH ALL LABOR, TOOLS, EQUIPMENT MATERIAL. AND <br />TRANSPORTATION AND PERFORM ALL OPERATIONS NECESSARY AND INCIDENTAL TO PROPER EXECUTION <br />AND COMPLETION OF ALL WORK IN ACCORDANCE WITH THE ORAWINGS AND SPECIFICATIONS. <br />PART 2 - PRODUCTS <br />2.1 PLANT MATERIALS <br />A. QUANTITIES: PLANT MATERIALS SHALL BE FURNISHED IN QUANTITIES REWIRED TO COMPLETE WORK <br />AS INDICATED ON THE DRAWINGS AND SHALL BE OF SPECIES, KINDS, SIZES. ETC., SPECIFIED. <br />S. NOMENCLATURES: PLANT NAMES LISTED ON DRAWINGS CONFORM TO STANDARDIZED PLANT NAMES <br />ESTABUSHED BY AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE. EXCEPT THAT <br />FOR NAMES NOT COVERED THEIJEIN. THE ESTASUSHEO CUSTOM OF THE NURSERY TRADE IS FOLLOWED'. <br />C, DUALITY: <br />1, PLANTS SHALL CONFORM WITH AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS, <br />ANSI Z60.1, IN ALL WAYS, <br />2. PLANTS SHALL BE SYMMETRICAL AND TYPICAL FOR VARIETY AND SPECIES <br />3. PLANTS SHALL BE NURSERY GROWN IN THE LOCALITY OF THE PROJECT, <br />4, PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, AND FREE FROM PLANT DISEASE AND INSECT <br />PESTS OR THEIR EGOS. <br />5. ALL TREES AND SHRUBS SHALL BE CONTAINER GROWN OR ESTABLISHED 'BOXED -OUT', FIELD - <br />GROWN MATERIAL, UNLESS OTHERWISE SPECIFIED. <br />6. CONTAINER STOCK SHALL BE GROWN FOR AT LEAST EIGHT MONTHS, IN CONTAINERS IN <br />WHICH DELIVERED, BUT SHALL NOT BE ROOT BOUND. CONTAINER PLANTS WITH CRACKED <br />OR BROKEN BALLS OF EARTH WHEN TAKEN FROM CONTAINERS MAY BE PLANTED ONLY WITH <br />SPECIFIED APPROVAL OF THE CHEVRON ENGINEER. <br />7. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXCEPT AS AUTHORIZED BY THE <br />LANDSCAPE ARCHITECT. <br />B. PROTECT PLANTS IN TRANSIT AND AFTER DELIVERY TO THE PROJECT SITE. PLANTS IN BROKEN <br />CONTAINERS AND PLANTS WITH BROKEN BRANCHES OR INJURED TRUNKS WILL BE REJECTED. <br />REMOVE REJECTED MATERIAL FROM THE SITE IMMEDIATELY. <br />9. SUBSTITUTIONS WILL BE ALLOWED ONLY WHEN SPECIFIED MATERIAL IS PROVED <br />UNAVAILABLE AND ONLY WITH APPROVAL OF THE CHEVRON ENGINEER PROPOSALS WILL BE <br />CONSIDERED FOR USE OF NEAREST EQUIVALENT SIZE AND VARIETY `WITH EQUITABLE ADJUSTMENT <br />TO THE CONTRACT PRICE. <br />D. PLANT OBSERVATIONS. <br />I. RIGHT OF OBSERVATION BY CHEVRON ENGINEER FOR APPROVAL OR REJECTION IS RESERVED <br />AT THE PLACE OF GROWTH AND/OR ON THE PROJECT SITE AT ANY TIME UPON DELIVERY <br />OR DURING THE WORK. PLANTS SHALL BE OBSERVED FOR SIZE, VARIETY, CONDITION, <br />DEFECTS, OR INJURY. - <br />E. GROUNDCOVER PLANTS: <br />1, GROUNDCOVER PLANTS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS, SHALL BE <br />ROOTED PLANTS CROWN IN FLATS. <br />2, PLANTS SHALL BE FULL AND COMPACT, NOT 'LEGGY', <br />2.2 FERTIUZERS AND SOL CONDITIONERS <br />A. NITROLIZED REDWOOD SAWDUST: (SOL AMENDMENT) <br />1. 100 PERCENT REDWOOD SAWDUST; SHAVINGS NOT ALLOWED. <br />B. CONTROLLED RELEASE FERTILIZER: 16-7-12 (N -P -K) WITH IRON (RESIN COATED). <br />C. CONTROLLED RELEASE FERTILIZER TABLETS: 21 DRAM, 20-10-5 (N -P -K) WITH CALCIUM. SULFUR <br />AND IRON <br />D. BARK FOR MULCHING: 7/8' - 1 5/8' MEDIUM SIZE DECORATIVE REDWOOD BARK <br />E. ALL FERTIUZER AND SOL CONDITIONS SHALL BE FIRST QUALITY. STANDARD BRAND, AGRICULTURAL <br />PRODUCT <br />F. MATERIALS DELIVERY AND STORAGE. MANUFACTURED MATERIALS SHALL BE DELIVERED IN ORIGINAL <br />CONTAINERS 'WITH BRAND AND MAKER'S NAME MARKED THEREON. MATERIALS IN BROKEN <br />CONTAINERS OR SHOVING EVIDENCE OF DAMAGE WILL BE REJECTED AND MUST BE IMMEDIATELY <br />REMOVED FROM THE SITE, ODOROUS MATERIAL SHALL NOT BE BROUGHT TO THE SITE UNTIL THEY <br />ARE TO BE USED. - <br />2.3 MISCELLANEOUS MATERIALS <br />A. TREE GUYS (24' BOX OR GREATER): <br />1, ANCHOR$: 1 -INCH GALVANIZED PIPE, 3 FEET LONG. <br />2, WIRES: 1/8 INCH FLEXIBLE GALVANIZED CABLE <br />3. HOSE COLLARS: FABRIC REINFORCED RUBBER HOSE; COLOR -DULL GREEN, <br />4. TUBING .POLYETHYLENE; TRANSLUCENT WHITE; 1/2 INCH DIAMETER. <br />5, CABLE CLAMPS: GALVANIZED. <br />6. TURNBUCKLES: 6 INCH OPEN ALUMINUM TURNBUCKLE; EYE END FITTINGS 5/16' IN <br />DIAMETER; 4-14' TAKE-UP. <br />84 TREE STAKING: <br />' 1. STAKESHARDWOOD, 2*W.8'-0' LONG. <br />2. , TIES: WONDER TIES OR APPROVED EOVAI, - <br />C. DRAINAGE ROCK; 1/2' TO 3/4' WASHED PEA GRAVEL. <br />PART 3 - EXECUTION <br />3,1 PREPARATION - <br />A. ALL SCALED DIMENSIONS ARE APPROXIMATE, BEFORE PROCEEDING WITH ANY WORK, CAREFULLY <br />CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES AND IMMEOIATELY INFORM THE LANDSCAPE <br />ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL <br />CONDITIONS, NO WORK SHALL BE DONE IN ANY AREA WHERE THERE IS SUCH A DISCREPANCY UNTIL <br />REVIEW FOR SAME HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT, <br />B. COORDINATION: COORDINATE WORK WITH OTHER TRADES TO ENSURE PROPER SEQUENCING FITTING <br />OF CONSTRUCTION, <br />3,2 SOL PREPARATION <br />A. GRADES1.GRADETSBEFORE PLANTING PER DRAWINGS. <br />B. WEED AND DEBRIS REMOVAL: <br />1. ALL GROUND AREAS TO BE PLANTED SHALL BE CLEANED OF ALL WEEDS AND DEBRIS PRIOR <br />TO ANY SOL PREPARATION OR GRADING WORK, WEEDS AND DEBRIS SHALL BE DISPOSED <br />OF OFF THE SITE. <br />C. CONTAMINATED SOL: <br />1. 00 NOT PERFORM ANY SOL PREPARATION WORK IN AREAS WHERE SOL IS CONTAMINATED <br />WITH CEMENT, PLASTER, OL GASOLINE, PAINT OR OTHER CONSTRUCTION DEBRIS. BRING <br />SUCH AREAS TO THE ATTENTION OF THE CHEVRON ENGINEER. AND 00 NOT PROCEED UNTIL <br />THE CONTAMINATED SOL IS REMOVED AND REPLACED, <br />D. MOISTURE CONTENT: SOL SHALL NOT BE WORKED WHEN MOISTURE CONTENT IS SO GREAT THAT <br />EXCESSIVE COMPACTION WILL OCCUR, NOR WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR <br />OR THAT CLODS WILL NOT BREAK READILY, WATER SHALL BE APPUED. IF NECESSARY, TO BRING SOIL <br />TO AN OPTIMUM MOISTURE CONTENT FOR TILLING AND PLANTING <br />E. SOL LOOSENING: SOIL IN ALL PLANTING AREAS SHALL BE RIPPED OR CULTIVATED TO THE DEPTHS <br />SPECIFIED BELOW: WATER SHALL BE ADDED AND RIPPING OR CULTIVATING SHALL BE CONTINUED <br />UNTIL THE ENTIRE SPECIFIED DEPTH IS LOOSE AND FRIABLE. ALL DEBRIS, PAVEMENT, CONCRETE, <br />AND ROCKS OVER 2 INCHES IN DIAMETER SHALL BE REMOVED TO. THE SPECIFIED DEPTH AND SHALL <br />BE REMOVED FROM THE SITE, <br />1. AREAS TO BE PLANTED: 8 INCHES DEEP. <br />F. EXISTING PAVED AREAS BEING TRANSFORMED INTO NEW PLANTING BEDS SHALL HAVE THE SUSCRADE <br />REMOVED TO A MINIMUM DEPTH OF 12' AND DISCARDED OFF-SITE. NEW TOPSOIL APPROVED BY THE <br />OWNER'S REP SHALL BE IMPORTED TO A DEPTH OF 12' AND UNIFORMLY SPREAD THROUGHOUT <br />PLANTER. PREPARE SOIL PER SOL CONDITIONING SPECIFICATION. <br />3.3 SOL CONDITIONING <br />A. GENERAL: AFTER SOIL PREPARATION HAS BEEN COMPLETED, A06 SOL AMENDMENTS AND FERTILIZERS <br />AS INDICATED BELOW AND ROTOTILL, MAKING REPEATED PASSES WITH THE CULTIVATOR TO THE <br />DEPTH SPECIFIED UNTIL THE AMENDMENTS HAVE BEEN THOROUGHLY MIXED. <br />B. ALL PLANTED AREAS: <br />A. ROTOTILL THE FOLLOWING INTO THE TOP 6 INCHES OF SOL AT THE SPECIFIED RATES <br />PER 1,000 SQUARE FEET OF AREA: <br />6 CUBIC YARDS NITROLIZED REDWOOD SAWDUST <br />20 LBS. OF 16-7-12 CONTROLLED RELEASE FERTILIZER. <br />C. TREE AND SHRUB PLANTING HOLES <br />I. PLANTING HOES: <br />A. LOCATE PLANTING HOLES PER PLANTING PLANS BRINGING ANY CONFLICT WITH <br />UNDERGROUND UTILITY LINES TO THE ATTENTION O THE CHEVRON ENGINEER. <br />8. ' EXCAVATE HOLES TO THE SIZES AND DEPTHS INDICATED ON THE DRAWINGS, <br />C. DISPOSE OF LEFTOVER EXCAVATED SOL OFF THE SITE. <br />D, SCARIFY THE SIDES AND BOTTOM OF THE HOLES <br />2. BACKFILLING <br />A. BACKFILL THE PLANTING HOLES WITH THE SPECIAL BACKFILL MIX HEREIN <br />SPECIFIED. <br />B. : WATER -SETTLE BACKFILL THOROUGHLY OR COMPACT BY OTHER APPROVED METHOD <br />PRIOR TO PUNTING 50 PLANTS 00 NOT SETTLE. <br />3. SPECIAL BACKFILL MIX FOR PLANTING HOLES: <br />A. MATERIALS <br />I. 30 PERCENT NATIVE SOIL. <br />11. 30 PERCENT TOPSOIL. <br />III. 40 PERCENT NITROUZED REDWOOD SAWDUST. <br />0. MIXING: <br />I. PREPARE THE MIX IN STOCKPILES ON SITE: DO NOT MIX AT EACH <br />INDIVIDUAL PLANTING HOLE. <br />it MIX THOROUGHLY, LEAVING NO LAYERS OF SOL AMENDMENTS OR CLODS <br />4. FERTILIZER TABLETS: PLACE TABLETS IN THE BACKFILLED PLANTING HOLES PER THE <br />MANUFACTURER'S PRINTED RECOMMENDATIONS AT THE FOLLOWING RATE: <br />I' GALLON - 1 TABLET <br />5 GALLON - 2 TABLETS <br />15 GALLON - 4 TABLETS <br />24' BOXES - 6 TABLETS <br />36' BOXES - 8 TABLETS <br />3.4 PLANTING <br />A. TREES. SHRUBS. GROUNDCOVTER. ETC. <br />I. GENERAL: <br />'A, DO NOT INSTALL PLANT MATERIALS UNTIL ALL CONSTRUCTION WORK HAS BEEN _ <br />COMPLETED AND SPRINKLER SYSTEMS HAVE BEEN TESTED, PLANTING AREAS SHALL <br />HAVE BEEN GRADED AND PREPARED AS HEREIN SPECIFIED AND SHALL HAVE BEEN <br />APPROVED BY THE CHEVRON ENGINEER. <br />8, SOL SHALL BE AT AN OPTIMUM MOISTURE CONTENT FOR PLANTING. <br />I. DO NOT PLANT IN DRY SOL OR MUDDY SOL. <br />2. WEED CONTROL; APPLY PRE -EMERGENCE HERBICIDE TO ALL GRWNDCOVER AND <br />MULCHED AREAS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED RATES, <br />ANY PLANT MATERIALS SHOWING LOSS OF MOOR OR HEALTH OWING TO IMPROPER <br />APPLICATION OF THE HERBICIDE SHALL BE REPLACED BY THE CONTRACTOR. <br />B, CONTAINER PLANTS: <br />1, DO NOT UFT OR HANDLE CONTAINER PLANTS BY TOPS, STEMS OR TRUNKS AT ANY TIME. <br />2. ALL PLANTS SHALL BE SET SO THAT, WHEN SETTLED. THE SOL LEVEL IN THE CONTAINER IS <br />3 INCHES ABOVE THE FINISHED GRADE OF LAWNS AND 2 INCHES ABOVE FINISHED GRADE <br />OF OTHER PLANTING BEDS. <br />A TAPER FINISHED GRADE AWAY FROM ROOT BALL. <br />3. FERTILIZER TABLETS: REFER TO PARAGRAPH 3,3 CA ABOVE. <br />4, ALL PLANTS SHALL BE PLANTED IMMEDIATELY AFTER THE CONTAINERS ARE CUT, AND <br />CONTAINERS SHALL BE REGULARLY REMOVED FROM THE SITE $0 AS NOT TO PRESENT A <br />HAZARD TO PERSONS USING THE AREA, <br />5. WATERING BASINS: FORM CIRCULAR EARTH BASIN CENTERED ON THE STEM OF EACH PLANT <br />THE RIM OF BASIN SHALL BE 4 INCHES ABOVE THE GRADE AT THE STEM, DO NOT FORM <br />WATERING BASINS AROUND TREES IN LAWN AREAS. <br />C, GROUNDCOVER PLANTS AND ANNUAL FLOWERS'. <br />1. INSTALL PLANTS AT SPACINGS INDICATED ON THE DRAWINGS <br />2. PLANT IN STAGGERED ROWS, EVENLY SPACED, OR AS INDICATED ON PLANS. <br />3, DIG HOLES LARGE ENOUGH TO,ALLOW FOR SPREADING OF ROOTS (2 x ROOTBALL), PLACE <br />PLANTS SO ROOT SYSTEM LIES FREE WITHOUT DOUBLING. <br />4. FIRM SOL AROUND ROOTS TO ELIMINATE AIR POCKETS. <br />5. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS NTH <br />WET SILT <br />0. CRASS INSTALLATION <br />1. SODDING: <br />A. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY -FITTED JOINTS. BUTT ENDS AND <br />SIDES OF $00 STRIPS. DO NOT OVERLAY EDGES, STAGGER STRIPS TO OFFSET JOINTS <br />IN ADJACENT COURSES. REMOVE EXCESS SOD TO AVOID SMOTHERING OF <br />ADJACENT CRASS, PROVIDE SOD PAD TOP RUSH WITH ADJACENT CURBS, <br />SIDEWALKS, DRAINS AND SEEDED AREAS. <br />B. 00 NOT LAY DORMANT SOO OR INSTALL A SOD ON SATURATED OR FROZEN SOIL. <br />C. INSTALL INITIAL ROW OF SOD IN A STRAIGHT UNE, BEGINNING AT BOTTOM OF <br />SLOPES, PERPENDICULAR TO DIRECTION OF THE SLOPED AREA, RACE SUBSEQUENT <br />ROWS PARALLEL TO AND LIGHTLY AGAINST PREVIOUSLY INSTALLED ROW. <br />0.WATER $00 THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER LAYING. <br />E, ROLL WITH LIGHT LAWN ROLLER TO ENSURE CONTACT WITH SUB -GRADE. <br />3.5 MISCELLANEOUS ITEMS <br />A. MULCHING: - <br />I. INSTALL BARK MULCH OVER PLANTING AREAS INDICATED ON THE DRAWINGS. <br />2. MULCH SHALL BE 3 INCHES DEEP; TAPER DOWN FLUSH WITH ADJACENT PAWING CURBS <br />OR HEADERS, <br />3. WHERE WATERING BASINS ARE REQUIRED, FILL BASIN WITH 2 INCH DEEP MULCH. <br />B. TREE GUYING: <br />1. SCOPE: <br />A. GUY ALL 8OXE0 SPECIMEN TREES. 24 -INCH BOX AND LARGER. ALL OTHER <br />SMALLER TREES TO BE STAKED. <br />2, INSTALLATION: <br />A. NEATLY FORM HOSE AND CABLE COLLARS TO PREVENT ANY BARE CABLE 'CHAFING <br />AGAINST THE TREE TRUNK OR BRANCHES. DRILL A HOLE IN THE PIPE. <br />S. USECABLECLAMPS OR CRIMPING DEVICE FOR ALL ATTACHMENTS <br />C. DO NOT LEAVE SHARP CABLE ENDS PROTRUDING. <br />0. INSTALL POLYETHYLENE MARKER TUBING ON ALL GUY WIRES. <br />C. TREE STAKING: <br />L. .STAKE ALL TREES IMMEDIATELY AFTER LAWN SEEDING OR SODOING OPERATIONS AND PRIOR <br />TO ACCEPTANCE, WHEN HIGH WINDS OR OTHER CONDITIONS WHICH MAY EFFECT TREE SURVIVAL <br />OR APPEARANCE OCCUR, IMMEDIATE STAKING MAY BE REQUIRED. <br />3.6 GENERAL CLEANUP <br />A. REMOVE ALL CANS, SURPLUS MATERIALS, AND OTHER DEBRIS FROM SITE, NEATLY DRESS AND <br />FINISH ALL PLANTING AREAS. RUSH WALKS, PAVED AREAS, AND THE LIKE, CLEAN TO THE <br />SATISFACTION OF THE THE CHEVRON ENGINEER. <br />B, RINSE FOLIAGE OF ALL PLANT MATERIALS WITHIN THE CONSTRUCTION AREA AS OFTEN AS NECESSARY <br />TO NEEP THE FOLIAGE FREE FROM DUST GENERATED BY THE WORK OF THIS CONTRACT. <br />3,7 MAINTENANCE <br />A. ESTABLISHING MAINTENANCE PERIOD: <br />1. AS SOON AS ALL PLANTING IS COMPLETED, A PLANTING REVIEW AND PRELIMINARY (NSPECTION <br />TO DETERMINE THE CONDITION OF THE PLANTINGS WILL BE HELD BY THE CHEVRON ENGINEER. <br />2, UPON APPROVAL OF THE WORK BY THE CHEVRON ENGINEER, THE 90 -DAY MAINTENANCE PERIOD <br />SHALL BEGIN, - <br />B. MAINTENANCE OF PLANTING : <br />1. CONTINUOUSLY MAINTAIN ALL PLANTINGS IN AREAS INCLUDED IN THE CONTRACT FROM THE <br />BEGINNING OF CONTRACT WORK, DURING THE PROGRESS OF WORK. AND FOR A PERIOD <br />OF 60 DAYS AFTER COMPLETION OF ALL WORK UNTIL FINAL ACCEPTANCE OF ALL CONTRACT <br />-- WORK BY THE CHEVRON ENGINEER_ <br />2. REPLACEMENTS: IMMEDIATELY REPLACE ANY PLANT MATERIALS THAT DIE OR ARE <br />DAMAGED. REPLACEMENTS SHALL BE MADE TO THE SPECIFICATIONS AS REWIRED FOR <br />ORIGINAL PLANTINGS. <br />3, CONDITION OF PLANTINGS AT THE END OF THE MAINTENANCE PERIOD: <br />A. ALL PLANT MATERIALS SHALL BE UVE, HEALTHY, UNDAMAGED. AND FREE FROM <br />INFESTATIONS, <br />S. GROUNOCOVER, SHRUB AREAS, AND OTHER PLANTING AREAS SHALL BE FREE OF ALL <br />WEEDS (BROADLEAF AND GRASS WEEDS). <br />C. PLANTINGS THAT 00 NOT CONFORM TO SPECIFICATIONS SHALL BE REPLACED AND <br />BROUGHT TO A SATISFACTORY CONDITION BEFORE FINAL ACCEPTANCE OF THE WORK' <br />CAN BE MADE, <br />3,8 EXISTING PLANT MATERIAL PROTECTION <br />A. SCOPE: <br />1. PROTECT FROM DAMAGE ALL TREES AND OTHER VEGETATION TO REMAIN THAT OCCURS <br />WITHIN THE LIMITS OF CONSTRUCTION WORK. <br />A. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL UNAUTHORIZED <br />CUTTING, DESTROYING. AND DAMAGING OF EXISTING TREES, SHRUBS AND <br />GROUNDCOVERS, INCLUDING DAMAGE DUE TO CARELESS OPERATION OF <br />EQUIPMENT. <br />B. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR DESTROYING OR <br />DAMAGING OF EXISTING TREES, SHRUBS, AND GROUNDCOVERS WHERE THE CAUSE <br />OF LOSS OR DAMAGE IS DUE TO A SHUTDOWN OF EXISTING IRRIGATION, <br />C. SIGNS, WIRES, OR ANY OTHER TYPE OF OBSTRUCTION SHALL NOT BE ATTACHED TO <br />TREES. <br />D. TRENCHING UNDER THE DRIP LINE OF TREES IS TO BE AVOIDED: IF TRENCHING <br />IS NECESSARY, TRENCHES ARE TO BE HAND -DUG, AND MAJOR ROOTS RETAINED <br />INTACT. <br />3.9 GUARANTEE <br />A. ALL TREES, SHRUBS, GROUNDCOVERS, AND OTHER PLANT MATERIALS SHALL BE GUARANTEED TO TAKE <br />ROOT AND GROW AND THRIVE FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE OF THE WORK <br />B. ANY TREES OR OTHER PLANT MATERIALS THAT DIE BACK AND LOSE THE FORM AND SIZE ORIGINALLY <br />SPECIFIED, SHALL BE REPLACED, EVEN THOUGH THEY HAVE TAKEN ROOT AND ARE GROWING AFTER <br />THE DIE -BACK. <br />CWITHIN 15 DAYS OF WRITTEN NOTIFICATION THE CHEVRON, REMOVE AND REPLACE ALL <br />GUARANTEED PLANT MATERIALS WHICH, FOR ANY REASON, FAIL TO MEET REQUIREMENTS OF GUARANTEE. <br />REPLACEMENTS SHALL BE MADE TO SAME SPECIFICATIONS REQUIRED FOR ORIGINAL MATERIALS AND <br />SHALL CARRY THE SAME GUARANTY FROM THE TIME THEY ARE REPLACED. <br />•• END OF SECTION u <br />SECTION a - IRRIGATION <br />PART I - GENERAL <br />1.1 DESCRIPTION OF WORK <br />A. WORK INCLUDED IN THIS SECTION; FURNISH AND INSTALL COMPLETE IRRIGATION SYSTEM AS <br />SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. <br />1.2 DUALITY ASSURANCE <br />A. STANDARDS, SPECIFICATIONS AND CODES: <br />1, ALL WORK SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF <br />THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY, THE UNIFORM PLUMBING <br />CODE AND OTHER APPLICABLE STATE OR LOCAL CODES OR REGULATIONS. NOTHING ON THE <br />PLANS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF <br />SAID RULES AND REGULATIONS. <br />2. THE CONTRACTOR SHALL FURNISH, WITHOUT EXTRA CHARGE, .ANY ADDITIONAL MATERIAL <br />AND/OR LABOR WHEN REQUIRED BY THE COMPLIANCE WITH THE ABOVE RULES AND <br />REGULATIONS THOUGH THE WORK BE NOT MENTIONED IN THESE PARTICULAR <br />SPECIFICATIONS OR SHOWN ON THE DRAWINGS. <br />S. WHEREVER THE TERM 'AS PER MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS," IS USED, <br />IT SHALL MEAN IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED DIRECTIONS. IF THESE <br />DIRECTIONS CONFLICT WITH THIS SPECIFICATION, THE MATTER SHALL BE BROUGHT TO THE CHEVRON <br />ENGINEER ATTENTION AND HIS/HER INSTRUCTIONS OBTAINED BEFORE PROCEEDING WITH THE WORK, <br />•1.3 SUBMITTALS <br />A. MATERIALS UST: <br />1. LIST ALL MATERIALS BY MANUFACTURER'S NAME AND MODEL NUMBER, <br />2. ONLY MATERIALS AND ITEMS OF EQUIPMENT SO APPROVED SHALL BE USED. ANY <br />PROPOSED SUBSTITUTIONS TOGETHER WITH DESCRIPTIVE MATERIAL SHALL BE INCLUDED WITH <br />THE UST. <br />B. MANUALS'. <br />1. PRIOR TO THE FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM, THE CONTRACTOR $HALL <br />FURNISH THREE (3) INDIVIDUALLY BOUND SERVICE MANUALS TO TIRE HARMAN REP. FOR USE <br />BY THE DEALER. THE MANUALS $HALL CONTAIN COMPLETE EXPLODED DRAWINGS, DIAGRAMS <br />AND SPARE PARTS USTS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG <br />NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS IN ADDITION, EACH <br />SERVICE MANUAL SHALL CONTAIN THE FOLLOWING: <br />A, INDEX SHEET INDICATING THE CONTRACTOR'S NAME. ADDRESS AND PHONE <br />NUMBER. <br />B. COPIES OF EQUIPMENT WARRANTIES AND CERTIFICATES. <br />C LIST OF EQUIPMENT WITH NAMES, ADDRESSES AND TELEPHONE NUMBERS OF <br />ALL LOCAL MANUFACTURER'S REPRESENTATIVES, <br />D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS IN SUFFICIENT DETAIL <br />TO PERMIT OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL <br />EQUIPMENT, <br />E. AS -BUILT DRAWINGS OF THE IRRIGATION SYSTEM REASONABLY DRAFTED SHOWING ALL <br />CHANGES TO ORIGINAL DRAWINGS OF LINES, CONTROLLERS, VALVES, AND SPRINKLERS. <br />1,4 FEES AND PERMITS <br />WORK UNDER THIS SECTION $HALL INCLUDE ALL FEES. PERMITS, LICENSES. AND REWIRED INSPECTIONS BY <br />CONCERNED GOVERNING AGENCIES. <br />PART 2 - PRODUCTS <br />2.1 GENERAL <br />A. THE USE OF A MANUFACTURER'S NAME AND MODEL OR CATALOG NUMBER IS FOR THE PURPOSE <br />OF ESTABLISHING THE STANDARD OF QUALITY AND GENERAL CONFIGURATION DESIRED ONLY. OTHER <br />MANUFACTURER'S EQUIPMENT MAY BE SUBMITTED FOR APPROVAL BY THE CHEVRON ENGINEER. ONLY UPON <br />SUBMITTAL AND SUBSEQUENT APPROVAL OF THE MATERIAL UST SHALL THESE ITEMS BE PERMITTED. <br />B. ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. <br />2.2 MATERIALS <br />A. ALL MATERIALS SHALL BE AS HEREIN SPECIFIED AND AS SPECIFIED AND/OR INDICATED ON THE <br />DRAWINGS. <br />S. PIPE: <br />1. PLASTIC: POLYVINYL CHLORIDE (PVC), <br />A. CLASSES AND/OR SCHEDULES AS SPECIFIED ON THE DRAWINGS, <br />B. ALL PIPE SHALL BE FREE OF BUSTERS, INTERNAL STRIATIONS OR ANY OTHER DEFECTS <br />OR IMPERFECTIONS. THE PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY <br />MARKED WITH THE MANUFACTURER'S NAME. MATERIAL TYPE, SIZE, SCHEDULE <br />OR CLASS AND QUALITY CONTROL IDENTIFICATIONS. <br />2. BRASS (WHEN APPLICABLE): 85% RED BRASS, ANSI SCHEDULE 40 <br />3, COPPER (WHEN APPLICABLE): TYPE L, RIGID COPPER <br />4. PIPE SLEEVES (WHEN APPLICABLE): SCHEDULE 40 PVC PLASTIC PIPE. EXTEND 18" <br />BEYOND BACK OF CURB OR WALK, . <br />C. PIPE FITTINGS. <br />I. PLASTIC: POLYVINYL CHLORIDE (PVC).r <br />A. SOLVENT WELD AS SPECIFIED ON THE DRAWINGS <br />2. BRASS (WHEN APPLICABLE): MEDIUM BRASS, CLASS 125 PSI THREADED FITTINGS <br />3� COPPER PIPE (WHEN APPLICABLE): WROUGHT COPPER, SOLDER JOINT FITTINGS <br />D, REMOTE CONTROL WARE: <br />1, ALL WIRE SHALL BE SOLID COPPER 600 VOLT AC. TYPE OF -ANG, UL APPROVED FOR <br />DIRECT BURIAL. WIRE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE <br />MANUFACTURER'S NAME, WIRE SIZE AND IDENTIFICATION, ONLY CONTINUOUS RUNS, <br />NO SPLICES <br />2. COLOR OF CONTROL WIRES SHALL BE AS FOLLOWS: <br />A. PILOT WIRES - / 14 BLACK OR COLOR <br />B. COMMON WIRE - / 14 WHITE ONLY <br />E. GATE VALVES: <br />1, ALL BRASS OR BRONZE DOUBLE DISC. NON -RISING STEM. <br />2. 150 PSI WORKING PRESSURE. <br />3. ALL VALVES SHALL BE LINE SIZE. <br />F. OTHER EQUIPMENT: REFER TO THE DRAWINGS <br />PART 3 - EXECV71ON <br />3.1 COORDINATION <br />SCHEDULE AND COORDINATE WORK WITH OTHER TRADES AND WITH SEPARATE CONTRACTORS. <br />A. INSTALL PIPE AND SLEEVES UNDER PAVING AND THROUGH WALLS AND FOOTINGS. <br />R. DO NOT INSTALL SPRINKLER HEADS UNTIL WALLS, CURBS, HEADERS AND OTHER RELATEED STRUCTURES <br />ARE IN PLACE. <br />C. DO NOT INSTALL PIPE UNTIL PLANTING AREAS HAVE BEEN SCARIFIED UNDER PLANTING (WORK. <br />3.2 INSTALLATION <br />A. LAYOUT: <br />1. LAY OUT WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH THE DRAWINIGS, <br />2. WHERE SITE CONDITIONS DO NOT PERMIT LOCATING PIPING, VALVES AND HEADS WHERE <br />SHOWN. NOTIFY THE CHEVRON ENGINEER, IMMEDIATELY AND DO NOT PROCEED UmnL HIS/HER <br />INSTRUCTIONS ARE OBTAINED. <br />3, RUN PIPE LINES AND AUTOMATIC CONTROL' WIRING IN COMMON TRENCHES AHERVVER <br />PRACTICAL. <br />4. NOTIFY THE CHEVRON ENGINEER, OF ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE <br />OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED (UNTIL <br />HIS/HER INSTRUCTIONS ARE OBTAINED. <br />5. LOCATE ALL UNDERGROUND UTILITY UNES PRIOR TO EXCAVATING IRRIGATION TRENCHES AND <br />BRING ANYCONFLICTSTO THE ATTENTION OF THE CHEVRON ENGINEER. DO NOT PROCEED <br />WITH THE WORK UNTIL INSTRUCTIONS ARE RECEIVED FROM THE CHEVRON ENGINEER, <br />B. PROTECTION: <br />1. PROTECT EXISTING AND NEW WORK AT ALL TIMES ANY EXISTING BUILDINGS, EQUIPMENT, <br />PIPING, PIPE COVERINGS, SEWERS, SIDEWALKS, LANDSCAPING, ETC. DAMAGED BY' THE <br />CONTRACTOR DURING THE COURSE OF HIS WORK SHALL BE REPLACED OR REPAIRED BY THE <br />CONTRACTOR IN A MANNER SATISFACTORY TO HARMAN MGNT, AND AT THE CON'TRACTOR'S <br />OWN EXPENSE AND BEFORE THE FINAL PAYMENT IS MADE. THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN THE PIPING SYSTEMS BEING INSTALLED <br />OR IN HAVING BEEN INSTALLED BY HIM. HE SHALL REPAIR ALL DAMAGE SO CAUISED AT <br />HIS OWN EXPENSE AND IN A MANNER SATISFACTORY TO THE CHEVRON ENGINEER. <br />C. EXCAVATING AND TRENCHING: <br />I. EXCAVATION SHALL BE IN ALL CASES AMPLE IN SIZE TO PERMIT THE PIPES TO BIE LAID AT <br />THE ELEVATIONS INTENDED AND TO PERMIT AMPLE SPACE FOR JOINING. <br />D. ASSEMBLING PIPEUNES: <br />1. ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT AND PIPE SCALE. FIELD -CUT EINOS SHALL <br />BE REAMED TO REMOVE ROUGH EDGES AND BURRS <br />2. SOLVENT -WELD JOINT: <br />A SOLVENT CEMENT AND PRIMER: FOR SOLVENT WELD JOINTS SHALL BE OF MAKE <br />AND TYPE APPROVED BY MANUFACTURER(S) OF PIPE AND FITTINGS CEMENT <br />- -SHALL BE MAINTAINED AT PROPER CONSISTENCY THROUGHOUT USE. <br />EL - COAT THE INSIDE SOCKET SURFACE OF THE FITTING AND THE EXTERNAL SSVRFACE <br />OF THE MALE END OF THE PIPE WITH PRIMER. THEN, WITHOUT DELAY, APPLY <br />CEMENT LIBERALLY TO THE MALE END OF THE PIPE AND ALSO APPLY CELMENT <br />LIGHTLY TO THE INSIDE OF THE SOCKET AT THIS TIME, APPLY A SECOND COAT <br />OF CEMENT OF THE PIPE END, <br />C. INSERT PIPE IMMEDIATELY INTO FITTING AND TURN ONE-OUARTER TURN TO <br />DISTRIBUTE CEMENT AND REMOVE AIR BUBBLES. THE PIPE MUST SEAT TO THE <br />BOTTOM OF THE SOCKET AND FITTING. CHECK ALIGNMENT OF THE FITTINGS. <br />fel <br />E. LAYING PIPE: <br />I. PIPE SHALL BE BEDDED AT LEAST 2 INCHES OF FINELY DIVIDED MATERIAL WITH NO ROCKS <br />OR CLODS OVER i INCH IN DIAMETER TO PROVIDE A FIRM UNIFORM BEARING <br />2. PVC PIPE SHALL BE SNAKED FROM SIDE TO S1DE OF TRENCH BOTTOM TO ALLOW FOR <br />EXPANSION AND CONTRACTION, ONE ADDITIONAL FOOT PER 100 FEET OF PIPE IS THE <br />MINIMUM ALLOWANCE FOR SNAKING (FOR SOLVENT -WELD PIPE ONLY). <br />3. CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OR <br />OBSTRUCTION. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY. <br />F. REMOTE -CONTROL VALVES: <br />I. INSTALL WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL, LIMIT ONE RCV PER <br />VALVE BOX, <br />2. INSTALL VALVES NO FARTHER THAN 12 INCHES FROM MAIN LINE UNLESS ABSOLUTELY <br />NECESSARY, <br />3. THOROUGHLY FLUSH MAIN UNE BEFORE INSTALUNG VALVE. <br />4. PLACE ALL CONTROL VALVES IN VALVE BOXES; USE EXTENSIONS AS NECESSARY TO KEEP SOIL <br />AWAY FROM VALVES AND SOLENOIDS. NO SOL ALLOWED AROUND VALVE. <br />5. INSTALL BOX RUSH AND LEVEL WITH GRADE, <br />6, INSTALL GRAVEL, 3/4' NON -GRADED, IN BASE OF VALVE BOX <br />G. GATE VALVES: <br />1. INSTALL WHERE SHOWN ON THE DRAWINGS. <br />2. INSTALL IN 10 -INCH DIAMETER PLASTIC VALVE BOX WITH TWIST LOCK COVER. <br />H. FLUSHING LINES: <br />I. FLUSH ALL ROCK, SAND AND DEBRIS FROM THE LINES, <br />2. FLUSH MAIN LINES PRIOR TO INSTALLING VALVES AND CONNECTING LATERAL LINES. <br />3. FLUSH LONG DEAD END RUNS PRIOR TO CAPPING PIPE, <br />4. FLUSH LATERAL LINES PRIOR TO INSTALLING HEADS AND BUBBLERS. CONTINUE FLUSHING <br />PROCESS WITH WATER RUNNING SLOWLY AS HEADS ARE INSTALLED STARTING CLOSEST TO <br />VALVE AND WORKING OUTWARD. <br />I. TESTING PIPE: <br />1. PIPE SHALL BE CENTER LOADED VATH SUFFICIENT BACKFILL IN ACCORDANCE WITH THE <br />PARAGRAPH ON BACKFILLING TO ANCHOR PIPE BEFORE TESTING, NO FITTINGS SHALL BE <br />COVERED, <br />2. INSTALL REMOTE -CONTROL VALVES PRIOR TO TESTING. <br />3. TESTS WILL BE OBSERVED AND APPROVED BY THE CHEVRON ENGINEER. <br />4. PERFORM TESTING AND FURNISH ALL EQUIPMENT FOR TESTING AS WORK OF THIS SECTION. <br />5- APPLY THE FOLLOWING TESTS AFTER SOLVENT -WELD PLASTIC PIPE JOINTS HAVE CURED AT <br />LEAST 24 HOURS: <br />A. TEST MAIN LINES HYDROSTATICALLY AT 125 PSI MINIMUM. LINES WILL BE <br />APPROVED IF TEST PRESSURE IS MAINTAINED FOR SIX (6) HOURS. THE <br />CONTRACTOR SHALL MAKE TESTS AND REPAIRS AS NECESSARY UNTIL TEST <br />CONDITIONS ARE MET. <br />B. TEST LATERAL LINES WITH WATER AT UNE PRESSURE AND VISUALLY INSPECT FOR <br />LEAKS, RETEST AFTER CORRECTING DEFECTS, <br />J, BACKFILLING PIPE: <br />1. DO NOT BACKFILL UNTIL PIPE HAS BEEN TESTED AND APPROVED BY THE CHEVRON ENGINEER, <br />2. BACKFILL MATERIAL SHALL BE THE EARTH EXCAVATED FROM THE TRENCHES, FREE FROM <br />ROCKS, CONCRETE CHUNKS, AND OTHER FOREIGN OR COARSE MATERIALS. <br />A. BACKFILL TO DEPTH OF 6 INCHES ABOVE THE TOP OF PIPE SHALL BE FINELY <br />DIMDED MATERIAL FREE OF ROCKS OR CLODS OVER 1/2 INCHES IN DIAMETER. <br />R. REMAINING BACKFILL SHALL BE FREE OF ROCKS AND CLODS OVER 2 INCHES IN <br />DIAMETER. <br />G, SETTLE TRENCHES WITH WATER AND/OR TAMPING <br />K. AUTOMATIC CONTROLLER: <br />1. LOCATE CONTROLLERS IN GENERAL LOCATION SHOWN ON THE DRAWINGS WITH EXACT <br />PLACEMENT TO BE DETERMINED BY THE CHEVRON ENGINEER. <br />2. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO <br />ASSIGNED IDENTIFICATION NUMBER OF VALVE. CONTROL LINES SHALL BE LABELED AT <br />CONTROLLER PATH PERMANENT NONFADING LABELS INDICATING IDENTIFICATION NUMBER <br />OF VALVE CONTROLLED. <br />3. PROVIDE A 120 VOLT WATER -PROOF, DISCONNECT SWITCH ON THE SERVICE LINE; MOUNT <br />INSIDE THE CONTROLLER PEDESTAL. <br />L BACKFLOW -PREVENTION ASSEMBLY: <br />I. INSTALL BACKFLOW -PREVENTION DEVICES AS DETAILED. <br />2. PAINT ALL ABOVE GRADE PIPE AND METAL PARTS, EXCEPT BRONZE, WITH PRIMER AND <br />TWO COATS EXTERIOR METAL PAINT; COLOR GREY GREEN, <br />M. SPRINKLER HEADS AND OUICK-COUPLER VALVES'. <br />1. THOROUGHLY FLUSH LINES BEFORE INSTALLING HEADS OR QUICK -COUPLER VALVES. <br />2. LOCATE AS SHOWN AND DETAILED ON THE DRAWINGS. <br />N. COVERAGE TEST: <br />1. WHEN THE IRRIGATION SYSTEM HAS BEEN COMPLETED, A COVERAGE TEST SHALL BE <br />PERFORMED IN THE PRESENCE OF CHEVRON ENGINEER TO DETERMINE IF COVERAGE <br />OF WATER AFFORDED PLANING AREAS IS COMPLETE, <br />2. CHANCE ANY HEADS, NOZZLES, ORIFICES, OR ARCS AS MAY BE REQUIRED TO PROVIDE <br />SATISFACTORY COVERAGE. <br />3, ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ON BUILDING WALL OR MONUMENT SIGN, <br />O. SYSTEM TESTS: - <br />I. .. PRIOR TO FINAL ACCEPTANCE OFIRRIGATIONSYSTEM, THE AUTOMATIC SPRINKLER CONTROLLERS <br />SHALL BE TESTED THROUGH ,0.L THEIR CYCLES IN THE PRESENCEDF THE CHEVRON ENGINEER, <br />AND ANY NECESSARY ADJUSTMENTS SHALL BE MADE: <br />P. WRENCHES AND KEYS, <br />I, PROVIDE DEALER, AT COMPLETION OF THE PLANTING -MAINTENANCE PERIOD NTH THREE <br />(3) EACH OF ALL OPERATING AND SERVICING KEYS AND WRENCHES REQUIRED FOR COMPLETE <br />MAINTENANCE AND OPERATION OF ALL VALVES. INCLUDE ALL WRENCHES NECESSARY FOR <br />COMPLETE DISASSEMBLY OF ALL VALVES. <br />0. MAINTENANCE, <br />1. MAINTAIN IRRIGATION SYSTEM UPON PREUMINARY APPROVAL BY THE CHEVRON ENGINEER. FOR A PERIOD OF 60 DAYS. <br />A. RESET AND MAKE ADJUSTMENTS IN HEADS TO MAINTAIN OPTIMUM SPRINKLER COVERAGE. <br />B. REPLACE OR REPAIR DEFECTIVE OR DAMAGED MATERIALS AS SOON AS POSSIBLE, INCLUDING, BUT <br />3.3 GUARANTEE NOT LIMITED TO, DAMAGED SPRINKLER BODIES OR NOZZLES, ELECTRIC VALVES, LEAKY FITTINGS, ETC. <br />A. REPAIR OF DAMAGE: ALL DAMAGE TO PAVING. PLANTING, STRUCTURES; AND OTHER <br />IMPROVEMENTS DUE TO SETTLEMENT OF IMPROPERLY COMPACTED TRENCH BACKFILL SHALL <br />BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE CHEVRON ENGINEER. <br />B. ALL MATERIALS AND WORKMANSHIP SHALL BE AS SPECIFIED AND SHALL, FOR A MINIMUM <br />PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE, BE AND PERFORM <br />TO COMPLETE SATISFACTION OF CHEVRON, AT THE END OF THIS PERIOD, ALL REQUIRED <br />REPAIRS AND ADJUSTMENTS, INCLUDING ADJUSTMENT TO GRADE, SHALL BE MADE INCLUDING <br />ALL REPAIRS TO OTHER WORK MADE NECESSARY THEREBY, WITHOUT ADDITIONAL EXPENSE <br />TO CHEVRON, <br />C. PRESENT TO CHEVRON. AT TIME OF FINAL ACCEPTANCE. WARRANTIES FOR ALL MATERIALS <br />USED, <br />•• END OF SECTION •. <br />m <br />21 <br />mi DATE I REVIBIONB INF( <br />LANDSCAPE SPECIFICATIONS <br />9-2396 <br />25650 HIGHWAY 99 NORTH <br />ACAMPO, CA. <br />w Chevron <br />Northwest Region <br />ROBERT H. LEE & A880CIATE <br />ArRCNRrearu/�L EN00ABISF4ING III NVIFtONNAeNrAL- <br />1137 NORTH MoDOWELL BOULEVARD PETALUMA CA. 94954 (7 <br />JOHN W. JOHNSON, ARCHITECT - JAMES H. RAY, I <br />RFL REVIEW IMTIAL DATO DA <br />PRELIMINARY <br />R 1 <br />P 1 <br />N 1 <br />M 1 <br />L 1 <br />K 1 <br />i 1 <br />H 1 <br />Q 1 <br />F 1 <br />E 1 <br />D 1 <br />r <br />s <br />50 <br />ER <br />NG <br />OR. 8Y: (�� <br />BID <br />'w�"2L <br />ERMIT <br />'� <br />BIDRNL <br />FP7EERMT <br />/ 8344.10A <br />REVSUCTIONSHEET <br />t use &rowing <br />/or constw4tlon <br />L�/� <br />4 <br />unless initialed <br />17 18 19 20 21 <br />1 2 <br />3 <br />4 <br />6 <br />6 <br />7 <br />8 <br />1) <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />m <br />21 <br />mi DATE I REVIBIONB INF( <br />LANDSCAPE SPECIFICATIONS <br />9-2396 <br />25650 HIGHWAY 99 NORTH <br />ACAMPO, CA. <br />w Chevron <br />Northwest Region <br />ROBERT H. LEE & A880CIATE <br />ArRCNRrearu/�L EN00ABISF4ING III NVIFtONNAeNrAL- <br />1137 NORTH MoDOWELL BOULEVARD PETALUMA CA. 94954 (7 <br />JOHN W. JOHNSON, ARCHITECT - JAMES H. RAY, I <br />RFL REVIEW IMTIAL DATO DA <br />PRELIMINARY <br />R 1 <br />P 1 <br />N 1 <br />M 1 <br />L 1 <br />K 1 <br />i 1 <br />H 1 <br />Q 1 <br />F 1 <br />E 1 <br />D 1 <br />r <br />s <br />50 <br />ER <br />NG <br />OR. 8Y: (�� <br />BID <br />'w�"2L <br />ERMIT <br />'� <br />BIDRNL <br />FP7EERMT <br />/ 8344.10A <br />REVSUCTIONSHEET <br />t use &rowing <br />/or constw4tlon <br />L�/� <br />4 <br />unless initialed <br />17 18 19 20 21 <br />