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BE MOLDY OR OVERLY COMPACTED TO PAVING, AND THE LIKE, AS WELL AS OWNER. MAINTAIN HAULING ROUTES CLEAN 3. ALL PLANTING AREAS INCLUDING HYDROSEEDED 2. CURB AND GUTTER (COE 3-18): DIRECTED.
<br /> PREVENT EVEN DISTRIBUTION AND SHALL OTHER UNSUITABLE MATERIALS. AND FREE OF ANY DEBRIS RESULTING FROM LAWNS AND REPAIR AREAS, SHALL RECEIVE 2.5" 2.1. CURB AND GUTTER SHALL BE INSTALLED PER 4.5. PAINT APPLICATION:
<br /> BE FREE OF NOXIOUS WEEDS. 7.1.3. EXCAVATE THESE MATERIALS TO NOT LESS WORK OF THIS SECTION. COMPOST PER WSOOT SECTION 8-02, RIPPED AND CITY OF EVERETT DESIGN AND CONSTRUCTION 4.5.1. APPLY PAVEMENT MARKING TO CLEAN,
<br /> 3.5.2. WOOD MULCH: WEED FREE WOOD CHIPS THAN 4" BELOW EXISTING GRADE AT MIXED TO A DEPTH OF AT LEAST 8". STANDARDS AND SPECIFICATIONS FOR DRY PAVEMENT SURFACES AND IN
<br /> OR HOG FUEL AREAS TO BE OCCUPIED BY ASPHALT OR STOCKPILING (31 14 00): 4. SEE DETAILS FOR PLANTING SOIL DEPTHS. DEVELOPMENT, SECTION 3-18 ACCORDANCE WITH MANUFACTURER'S
<br /> 3.5.3. HYDRAULIC MULCH: WEYERHAEUSER CONCRETE AND NOT LESS THAN 8" 5. ALL AREAS IMPACTED BY CONSTRUCTION ACTIVITY 3. PAVEMENT PATCHINGCOE 3-14): RECOMMENDATIONS
<br /> CELLULOSE WOOD FIBER MULCH OR BELOW EXISTING GRADE AT SHRUB AREAS. 1. SUBMITTALS OF ANY KIND, INCLUDING STORAGE OF MATERIALS, PATCHING (
<br /> )
<br /> APPROVED EQUAL. 7.1.4. USE ONLY HAND METHODS FOR GRUBBING 1.1. STOCKPILE MANAGEMENT PLAN: EXTENT AND SHALL RECEIVE FULL REPAIR TO ORIGINAL 3.1. PAVEMENT PATCHING SHALL BE INSTALLED PER 4.5.2. 4.5.2. APPLICATION THICKNESS SHALL
<br /> 3.5.4. COMPOST MULCH FOR COMPOST BLANKET INSIDE THE DRIPLINE OF TREES WITH HEIGHTS AND LOCATION OF STOCKPILES FOR CONDITIONS. CITY OF EVERETT DESIGN AND CONSTRUCTION BE IN ACCORDANCE WITH WSDOT
<br /> SHALL BE MEDIUM COMPOST PER WSDOT GREATER THAN 10 FOOT RADIUS OR THE THE FOLLOWING AND PER CRITERIA 6. SOIL FOR HYDROSEEDED AREAS: STANDARDS AND SPECIFICATIONS FOR B-22.3(3)F
<br /> 9-14.4(8)• DRIP LINE OF TREES INDICATED TO BE ESTABLISHED IN THIS SECTION: 6.1. SOIL SHALL CONSIST OF 75% SAND OR LOAMY DEVELOPMENT SECTION, 3-14. 4.5.3. A MINIMUM OF TWO APPLICATIONS OF
<br /> 3.6. WATER: THE CONTRACTOR SHALL MAKE, AT LEFT STANDING. 1.1.1. TOPSOIL MIXED WITH SOD AND TOPSOIL SAND AND 25% FINE COMPOST BY VOLUME. PAINT IS REQUIRED TO COMPLETE ALL
<br /> THE CONTRACTOR'S EXPENSE, WHATEVER 8. SITE IMPROVEMENT REMOVALS FROM EXISTING PLANTER BEDS OR 6.2. SAND USED SHALL MEET THE FOLLOWING: CRUSHED STONE SURFACING (32 15 00) PAINT MARKINGS. MAKE SECOND
<br /> ARRANGEMENTS MAY BE NECESSARY TO 8.1. CARE SHALL BE TAKEN IN REMOVING PLANTED AREAS. 6.2.1. SCREEN SIZE PERCENT PASSING APPLICATION ON THE NEXT DAY UNLESS
<br /> ENSURE AN ADEQUATE SUPPLY OF WATER PAVEMENT, STRUCTURES, AND ALL ITEMS TO 1.1.2. IDENTIFY TYPES, SIZES AND MODELS OF 3/8 100 1. GRAVEL PAVEMENT: OTHERWISE APPROVED BY THE OWNER'S
<br /> REQUIRED FOR EROSION CONTROL THE BE REMOVED SO THAT DAMAGE DOES NOT EQUIPMENT REQUIRED FOR STOCKPILE NO. 20 77 - 100 1.1. GRAVEL PAVEMENT SHALL BE CRUSHED REPRESENTATIVE
<br /> CONTRACTOR SHALL FURNISH ALL NECESSARY OCCUR TO EXISTING PAVEMENT, CHAIN LINK MANAGEMENT. NO. 60 0 - 23 SURFACING TOP COURSE INSTALLED PER CITY 4.5.4. APPLY PAINT TO THE PAVEMENT SURFACE
<br /> EQUIPMENT FOR THE ADEQUATE IRRIGATION OF OR WOOD FENCES, OR IRRIGATION LINES 2. PERFORMANCE REQUIREMENTS NO. 200 0 - 10 OF EVERETT DESIGN AND CONSTRUCTION TO BE COATED AT THE RATE 105, PLUS
<br /> PLANTED AREAS AS REQUIRED TO COMPLETE WHICH ARE TO REMAIN IN PLACE. MAKE A 2.1. STOCKPILE THE FOLLOWING MATERIAL ON SITE 6.2.2. SAND SHALL HAVE A PH RANGE OF 5.0 STANDARDS AND SPECIFICATIONS FOR OR MINUS 5, SQUARE FEET PER GALLON.
<br /> THE WORK AS SPECIFIED. NEAT VERTICAL SAW CUT AT THE BOUNDARIES TO MEET THE QUANTITIES REQUIRED FOR THE - 6.5. SOILS INDICATED HAVING A PH DEVELOPMENT, SECTION 3-14.5. 4.5.5. APPLY PAINT TO CLEAN, DRY SURFACES,
<br /> 3.7. TIRE AND CONCRETE WASH: SHALL BE PER OF THE AREA TO BE REMOVED. SCOPE OF WORK. REMOVE MATERIAL FROM BELOW 5.0 SHALL BE TREATED WITH UNLESS OTHERWISE APPROVED, ONLY
<br /> CITY OF EVERETT. 8.2. COMPLETELY REMOVE AND DISPOSE OF THE SITE IN EXCESS OF THE REQUIRED DOLOMITIC LIMESTONE AS NECESSARY TO PAVEMENT MARKINGS (32 17 23) WHEN AIR AND PAVEMENT TEMPERATURES
<br /> 4. EXECUTION PAVEMENT, FENCES, AND OTHER QUANTITIES NECESSARY TO COMPLETE THE ATTAIN THIS PH RANGE. SOILS HAVING A ARE 50 DEGREES F AND RISING AND
<br /> 4.1. CONSTRUCTION ACCESS AND ROADWAY OBSTRUCTIONS IN AREAS TO BE CLEARED. SCOPE OF WORK. PH GREATER THAN 6.5 SHALL BE 1. REFERENCES LESS THAN 95 DEGREES F. MAINTAIN
<br /> MANAGEMENT PAVEMENTS DESIGNATED FOR REMOVAL SHALL 2.2. STOCKPILE: TREATED WITH SULFUR AS NECESSARY TO PAINT TEMPERATURE WITHIN THESE SAME
<br /> 4.1.1. MINIMIZE THE TRACKING OF DIRT, MUD BE BROKEN UP, LOADED, AND DISPOSED OF 2.2.1. PRODUCE SOIL FOR HYDROSEEDING ATTAIN THIS PH RANGE. THE PH SHALL 1.1. WSDOT - STANDARD SPECIFICATIONS FOR LIMITS.
<br /> AND DEBRIS ONTO THE PAVED ROADWAY. BY CONTRACTOR. MEETING THE REQUIREMENTS OF SECTION BE DETERMINED BY SOIL TEST. ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 4.5.6. APPLY PAINT PNEUMATICALLY WITH
<br /> PROVIDE, INSTALL, MAINTAIN AND REMOVE 8.3. WHEN REMOVING PAVEMENT UNDER TREES DO 32 93 00 BY TIME OF PLANTING. CONTRACTOR SHALL AMEND AND FERTILIZE 2014; WASHINGTON STATE DEPARTMENT OF APPROVED EQUIPMENT.
<br /> TEMPORARY CONSTRUCTION EXIT(S). IF NOT DISTURB GRAVEL, SUBGRADE OR ROOTS. SCREEN STOCKPILE PRIOR TO SOIL PER SOIL TESTING LABORATORY TRANSPORTATION. STANDARD PLANS, CURRENT 4.5.7. PROVIDE GUIDELINES AND TEMPLATES AS
<br /> DIRT, MUD AND DEBRIS ARE EQUIPMENT SHALL COMPLETE PAVEMENT INSTALLATION TO REMOVE AGGREGATES 1" RECOMMENDATIONS. EDITION. NECESSARY TO CONTROL PAINT
<br /> TRANSPORTED ONTO A ROAD SURFACE, REMOVAL WHILE ON PAVEMENT. AND LARGER. 6.2.3. ORGANIC MATTER SHALL CONSIST OF FINE 1.2. THE CITY OF EVERETT DESIGN AND APPLICATION. TAKE SPECIAL PRECAUTIONS
<br /> CLEAN THE ROADS THOROUGHLY, AS A 8.4. ADJACENT MATERIALS DESIGNATED TO REMAIN 3. TOP SOIL COMPOST AS DESCRIBED ABOVE. CONSTRUCTION STANDARDS AND IN MARKING LETTERS AND SYMBOLS.
<br /> MINIMUM, AT THE END OF EACH DAY OR THAT ARE DAMAGED BY THE CONTRACTOR DUE 3.1. ORGANIC-RICH TOP LAYER OF NATIVE SOIL 6.2.4. SOIL SHALL NOT CONTAIN ANY VIABLE SPECIFICATIONS FOR DEVELOPMENT, MARCH 4.5.8. THE TOP OF PAVEMENT MARKINGS SHALL
<br /> AS DIRECTED BY THE OWNER'S TO CONTRACTOR'S OPERATIONS SHALL BE ONLY IS TO BE STOCKPILED MIXED WITH SOD. SEEDS OR ROOTS CAPABLE OF 2012 BE SMOOTH AND UNIFORM. LINE ENDS
<br /> REPRESENTATIVE AND CITY INSPECTOR. REPLACED AT NO ADDITIONAL COST TO OWNER. TOP 4 INCHES MIXED WITH SOD OR FOREST SPROUTING OF ANY STATE-LISTED 2. PAINT SHALL BE SQUARE AND CLEAN. SHARPLY
<br /> 4.1.2. REMOVE DIRT, MUD AND DEBRIS FROM 8.5. SPRINKLE EXCAVATED MATERIAL AND ACCESS DUFF, OR MULCH SHALL BE USED AS A NOXIOUS WEED OR INVASIVE 2.1. PAINT SHALL BE WHITE, RED, BLUE OR OUTLINE EDGES OF MARKING.
<br /> ROAD BY SHOVELING OR SWEEPING, AND ROADS WITH WATER AS NECESSARY TO LIMIT SOURCE FOR SOIL FOR HYDROSEEDING. ROOT-PROPAGATING PLANTS INCLUDING YELLOW TRAFFIC PAINT (OR COMPOUND 4.5.9. THE MAXIMUM DRYING TIME REQUIREMENT
<br /> TRANSPORT TO AN APPROPRIATE DISPOSAL DUST TO LOWEST PRACTICABLE LEVEL. DO 3.1.1. SOD PIECES NOT TO EXCEED 4" X 4". BUT NOT LIMITED TO HORSETAIL, IVY, SUITABLE FOR PAVED SURFACES) AS OF THE PAINT SPECIFICATIONS AND
<br /> AREA DO NOT USE WATER TO WASH NOT USE WATER TO THE EXTENT THAT 4. COVERING FOR STOCKPILES CLEMATIS, KNOTWEED, ETC. SOIL FOUND INDICATED TO MATCH EXISTING, FOR PARKING
<br /> IMPERVIOUS SURFACES OR AREAS DURING FLOODING, CONTAMINATED RUNOFF, OR ICING 4.1. CLEAR PLASTIC COVERING MEETING THE TO CONTAIN THESE PROHIBITED VIABLE STALLS AND CURBS CONFORMING TO THE MANUFACTURER'S RECOMMENDATIONS
<br /> CONSTRUCTION. USE VACUUM SWEEPERS OCCURS. REQUIREMENTS OF WSDOT 9-14.5(3). PLANT MATERIALS SHALL BE REMOVEDSHALL BE STRICTLY ENFORCED TO
<br /> REQUIREMENTS OF WSDOT SECTION 8-22 AND
<br /> WITH DUST SUPPRESSION AS FREQUENTLY 8.6. UTILITIES: CAP AND REMOVE ALL PIPING 5. SOIL STRIPPING AND REPLACED AT THE CONTRACTOR'S 9-34.2. PAINT SHALL BE LEAD FREE.WITH UNDUE SOFTENING OF BITUMEN,
<br /> AS DEEMED NECESSARY BY THE OWNER'S DESIGNATED FOR REMOVAL, INCLUDING 5.1. PRIOR TO ANY ACTIVITY BY MACHINERY OR EXPENSE. AND PICKUP, DISPLACEMENT OR
<br /> REPRESENTATIVE. UNDERGROUND PIPING AND EXPOSED PIPING. STORAGE ON AREAS WHERE SOIL STRIPPING IS 6.3. ALTERNATIVE SOIL FOR HYDROSEEDING: 2.2. CENTER PAINT AND STORE IN SEALED DISCOLORATION BY TIRES OF TRAFFIC.
<br /> 8.6.1. PIPING: TO OCCUR: STOCKPILED SOIL PREPARED TO MEET THE CONTAINERS THAT PLAINLY SHOW THE 4.5.10. DISCONTINUE PAINTING OPERATIONS IF
<br /> 4.1.3. IF THE CITY OR PORT C FORCED TO DESIGNATED NAME, FORMULATION OR THERE IS A DEFICIENCY IN DRYING OF
<br /> CLEAN UP AFTER THE CONTRACTOR'S 8.6.1.1. DAMAGE TO EXISTING UTILITIES WHICH 5.1.1. ROTOIILL OR DISC EXISTING SOD TOA FOLLOWING REQUIREMENTS: SPECIFICATION NUMBERS, BATCH NUMBER, THE MARKING UNTIL CAUSE OF THE SLOW
<br /> OPERATIONS, THE COST OF TIME AND ARE TO REMAIN SHALL BE REPAIRED DEPTH OF 4" IN TWO DIRECTIONS, 6.3.1. THE FINAL TOPSOIL SHALL HAVE AN COLOR, DATE OF MANUFACTURE,
<br /> MATERIALS WILL BE DEDUCTED FROM THE AT THE CONTRACTOR'S EXPENSE. PERPENDICULAR TO EACH OTHER. ORGANIC MATTER CONTENT BY DRY MANUFACTURER'S NAME, FORMULATION NUMBER DRYING IS DETERMINED AND CORRECTED.
<br /> CONTRACTOR'S PAYMENT. 8.6.1.2. IN THE EVENT THE CONTRACTOR 5.1.2. STOCKPILE AS APPROVED BY OWNER'S WEIGHT OF 5% FOR AREAS WHERE 4.5.11. TOLERANCES SHALL BE IN ACCORDANCE
<br /> 5. EXAMINATION ENCOUNTERS UTILITY LINES NOT REPRESENTATIVE. HYDROSEED WILL BE INSTALLED. ORGANIC AND DIRECTIONS, ALL OF WHICH SHALL BE WITH WSDOT 8-22.3(4)
<br /> 5.1. VERIFY EXTENT CLEARING AND GRUBBING
<br /> SHOWN ON THE SITE PLAN OR 5.2. STRIP REMAINDER OF TOPSOIL WITHIN MATTER SHALL BE DETERMINED BY PRINTED LEGIBLY AT TIME EASILY STIRRED TO
<br /> OF USE. THE PAINT
<br /> OTHERWISE INDICATED TO BE SAVED, CLEARING LIMITS AND REMOVE FROM SITE. LOSS-ON-IGNITION TEST. ACCEPTABLE SHALL BE HOMOGENOUS, EA
<br /> AND SITE IMPROVEMENT
<br /> MENT REMOVAL PRIOR TO REMOVED OR ABANDONED, MARK THE 6. TOPSOIL STOCKPILE TESTS INCLUDE THE MOST CURRENT A SMOOTH CONSISTENCY AND SHOW NO HARD ORNAMENTAL METAL FENCES (32 31 19
<br /> START OF WORK. SETTLEMENT OR OTHER OBJECTIONABLE
<br /> 5.2. OBTAIN REQUIRED PERMITS AND PERMISSION LOCATION OF SUCH LINES IN THE 6.1. PLACE COVERING PER WSDOT 8-01.3(5) VERSION OF ASTM D2974 TEST METHODS CHARACTERISTICS.
<br /> FROM LOCAL GOVERNING AUTHORITIES AND FIELD AND NOTIFY OWNER'S 6.2. STOCKPILE TOPSOIL MATERIALS AWAY FROM FOR MOISTURE, ASH, AND ORGANIC 1. SUBMITTALS:
<br /> OWNER PRIOR TO COMMENCING WORK. REPRESENTATIVE. EDGE OF EXCAVATIONS WITHOUT INTERMIXING MATTER OF PEAT AND OTHER ORGANIC 3. SIGNS 1.1. SHOPP
<br /> DRAWINGS: LAYOUT OF FENCE WITH
<br /> 6. CLEARING 9. DRAINAGE WITH SUBSOIL COVER TO PREVENT SOILS, AND TMECC 05.07A 3.1. 'VAN ACCESSIBLE' MUTCD (R7-8 & R7-8A) DIMENSIONS, DETAILS AND FINISHES OF
<br /> 6.1. REMOVE GROWTH AND UNDERBRUSH WITHIN 9.1. KEEP STREET AND SITE DRAINS OPEN FOR WINDBLOWN DUST. LOSS-ON-IGNITION ORGANIC MATTER BOLTED TO 2" X 2" SQUARE TUBE COMPONENT ACCESSORIES AND POST
<br /> THE CLEARING LIMITS AS REQUIRED FOR NEW DRAINAGE AT ALL TIMES. MUD/SEDIMENT 6.2.1. DO NOT STOCKPILE TOPSOIL WITHIN TREE METHOD. NATIVE SITE TOPSOIL SHALL BE GALVANIZED METAL SIGN SUPPORT POST PER FOUNDATIONS.
<br /> CONSTRUCTION AND AS INDICATED. REMOVAL BUILD-UP SHALL BE REMOVED AS DIRECTED PROTECTION ZONES. AMENDED WITH FINE COMPOST MATERIAL WSDOT 9-28.14(2). SECURELY INSTALL INTO 1.2. PRODUCT DATA: MANUFACTURER'S CATALOGUE
<br /> OPERATIONS SHALL BE PERFORMED IN A BY OWNER'S REPRESENTATIVE. 6.3. DISPOSE OF EXCESS TOPSOIL AS SPECIFIED AS DESCRIBED ABOVE, IF MORE ORGANIC GALVANIZED SQUARE TUBING SLEEVE IMBEDDED CUTS INDICATING MATERIAL COMPLIANCE AND
<br /> MANNER TO PROTECT PROPERTY. 9.2. OPEN PITS AND HOLES CAUSED BY FOR WASTE MATERIAL DISPOSAL. CONTENT IS NEEDED TO MEET THESE IN A 12" X 26" CONCRETE FOOTING 2" CLEAR SPECIFIED OPTIONS.
<br /> 6.1.1. FLAG ALL TREES LARGER THAN 2 INCH DEMOLITION WORK SHALL BE KEPT FREE OF 7. DISPOSAL ORGANIC MATTER REQUIREMENTS. FROM BOTTOM OF FOOTING. FOOTING TO BE 1.3. COLOR SELECTIONS OF PAINT FINISH.
<br /> CALIPER DESIGNATED FOR REMOVAL FOR STANDING WATER. 7.1. REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE 7. CONTRACTOR RESPONSIBLE FOR ACCOMMODATING INSTALLED ON 4" MIN. COMPACTED CRUSHED 2. MANUFACTURER:
<br /> APPROVAL OF OWNER'S REPRESENTATIVE 10. FILLING DEPRESSIONS TOPSOIL, OBSTRUCTIONS, DEMOLISHED ANY FLUFF FACTOR OR SETTLING. SURFACING. TOP OF FOOTING TO SLOPE TO
<br /> a PRIOR TO DEMOLITION OR REMOVAL 10.1. FILL DEPRESSIONS CAUSED BY CLEARING, MATERIALS, AND WASTE MATERIALS INCLUDING DRAIN. POST TO BE INSTALLED SUCH THAT 2.1. PRODUCTS FROM QUALIFIED MANUFACTURERS
<br /> NOTIFY OWNER'S REPRESENTATIVE AT GRUBBING, AND UTILITY REMOVAL OPERATIONS TRASH AND DEBRIS, AND LEGALLY DISPOSE OF ASPHALT PAVING (32 12 16) THE TOP OF SIGN IS SET AT 7'-0" HAVING A MINIMUM. MANUFACTURING ORNAMENTAL PICKET FENCING
<br /> OF 5 YEARS EXPERIENCE
<br /> ': LEAST FTE DAYS IN ADVANCE OF OR THOSE PREVIOUSLY EXISTING WITH THEM OFF OWNER'S PROPERTY.
<br /> 1. HOT MIX ASPHALT (WSDOT 5-04): 4. EXECUTION WILL BE ACCEPTABLE BY THE OWNER'S REP IF
<br /> SCHEDULED TREE REMOVAL. COMMON FILL MATERIAL UNLESS FURTHER
<br /> °; 6.1.2. COMPLETELY REMOVE ALL GROWTH OR TO EXCAVATION OR EARTHWORK IS INDICATED. SOIL AND SUBGRADE PREPARATION (32 91 00): 1.1. HOT MIX ASPHALT SHALL BE INSTALLED PER 4.1. FURNISH AN EXPERIENCED TECHNICIAN TO THEY MEET THE FOLLOWING SPECIFICATIONS
<br /> SATISFACTION OF OWNER'S COMMON FILL SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS, SECTION SUPERVISE THE LOCATION ALIGNMENT, LAYOUT FOR DESIGN, SIZE, GAUGE OF METAL PARTS
<br /> NREPRESENTATIVE. SECTION 31 00 00. 1. SUBMITTALS: 5-04 DIMENSIONS AND APPLICATION OF PAVEMENT AND FABRICATION.
<br /> 2. PAVEMENT PATCHING COE 3-14: MARKINGS. 2.2. BASIS OF DESIGN: THE FENCE SYSTEM SHALL
<br /> � 6.2. SAVE AND PROTECT TREES INDICATED ON 11. DISPOSAL OF MATERIALS 1.1. PROVIDE SUBMITTALS FOR FINE COMPOST IN ( )
<br /> _� 11.1. THE REFUSE RESULTING FROM CLEARING AND ACCORDANCE WITH THE REQUIREMENTS OF 2.1. PAVEMENT PATCHING SHALL BE INSTALLED PER 4.2. THOROUGHLY CLEAN ALL SURFACES TO BE CONFORM TO GALVANIZED STEEL SHADOW BO
<br /> PLANS TO REMAIN. PROTECT ALL OFF-SITE MARKED BEFORE APPLICATION OF THE PAINT DESIGN, FIXED LOUVER FENCING, BLACK
<br /> o TREES ALONG ADJACENT ROADWAYS AND ON GRUBBING SHALL BE DISPOSED OF BY THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, CITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> 04 CONTRACTOR IN A MANNER CONSISTENT WITH BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST STANDARDS AND SPECIFICATIONS FOR IN ACCORDANCE WITH WSDOT SECTION POWDER COATED, MANUFACTURED BY AMETCO
<br /> SURROUNDING PROPERTIES. 8-22.3(2). MANUFACTURING CORPORATION, IN
<br /> ° 7. GRUBBING ALL GOVERNMENT REGULATIONS. IN NO CASE EDITION, SECTION 9.14.4(8). DEVELOPMENT SECTION, 3-14
<br /> 3 SHALL REFUSE MATERIAL BE LEFT ON THE 4.3. REMOVE DUST, DIRT AND OTHER GRANULAR WILLOUGHBY, OHIO; OR APPROVED EQUAL.
<br /> 7.1. GENERAL GRUB OR OTHERWISE PREPARE 1.2. PROVIDE SOIL SUBMITTALS OF A CERTIFIED
<br /> AREAS WHERE CLEARING HAS OCCURRED TO PROJECT SITE, SHOVED ONTO ABUTTING LABORATORY ANALYSIS FROM AN ACCREDITED SURFACE DEPOSITS BY SWEEPING, BLOWING 3. EXAMINATION:
<br /> y RECEIVE CONSTRUCTION OR OTHER PRIVATE PROPERTIES, OR BE BURIED IN SOILS TESTING LABORATORY INDICATING THE CONCRETE PAVING (32 13 16) WITH COMPRESSED AIR, RINSING WITH WATER 3.1. VERIFY AREAS TO RECEIVE FENCING ARE
<br /> IMPROVEMENTS. EMBANKMENTS OR TRENCHES ON THE MATERIAL SOURCE AND COMPLIANCE WITH ALL 1. CEMENT CONCRETE DRIVEWAY (COE 3-19): OR COMBINATION OF METHODS AS REQUIRED. COMPLETED TO FINAL GRADES AND
<br /> a 7.1.1. EXCAVATE AND REMOVE ALL STUMPS TO PROJECT SITE. DEBRIS SHALL NOT BE SPECIFICATIONS FOR APPROVAL PRIOR TO 4.4. COMPLETELY REMOVE RUBBER DEPOSITS,
<br /> I DEPOSITED IN ANY STREAM OR BODY OF 1.1. CEMENT CONCRETE DRIVEWAYS SHALL BE
<br /> DELIVERY TO THE PROJECT SITE. SAMPLE SURFACE LAITANCE AND OTHER COATINGS
<br /> A DEPTH OF 1'-6" BELOW GRADE. INSTALLED PER CITY OF EVERETT DESIGN AND
<br /> a WATER, OR IN ANY STREET OR ALLEY, OR SIZE SHALL BE A MINIMUM OF 2 POUNDS. ADHERING TO THE PAVEMENT WITH SCRAPERS,
<br /> 7.1.2. EXCAVATE AND REMOVE ROOTS LARGER CONSTRUCTION STANDARDS AND
<br /> UPON ANY PRIVATE PROPERTY EXCEPT BY 2. COMPLETE SOIL AND SUBGRADE PREPARATION PER WIRE BRUSHES, SANDBLASTING, APPROVED IF SHEET IS LESS THAN 22x34
<br /> a THAN 1-1/2 INCHES IN DIAMETER, WRITTEN CONSENT OF THE PRIVATE PROPERTY CONTRACT DOCUMENTS. SPECIFICATIONS FOR DEVELOPMENT, SECTION CHEMICALS OR MECHANICAL ABRASION AS REDUCE SCALES ACCORDINGLY
<br /> j ROCKS, BOULDERS, ANY REMAINING 3-19
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