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ONLY). 14. FIELD QUALITY CONTROL PATHS, STREETS, PARKING LOTS, AND WORK. INDICATED TO BE SAVED, REMOVED OR REPRESENTATIVE.
<br /> 9.2.2. UNDER WALKS AND PAVEMENTS, USE 14.1.TESTING AGENCY: OWNER WILL ENGAGE A ADJACENT FACILITIES. 5.2.OBTAIN REQUIRED PERMITS AND PERMISSION ABANDONED, MARK THE LOCATION OF 5.2.STRIP REMAINDER OF TOPSOIL WITHIN CLEARING
<br /> SATISFACTORY SOIL MATERIAL QUALIFIED INDEPENDENT GEOTECHNICAL 2.4.2. DO NOT CLOSE OR OBSTRUCT STREETS, FROM LOCAL GOVERNING AUTHORITIES AND SUCH LINES IN THE FIELD AND NOTIFY LIMITS AND REMOVE FROM SITE.
<br /> 9.2.3. UNDER STEPS AND RAMPS, USE ENGINEERING TESTING AGENCY TO PERFORM FIELD PATHS, OR PASSAGEWAYS WITHOUT OWNER PRIOR TO COMMENCING WORK. OWNER'S REPRESENTATIVE. 6. TOPSOIL STOCKPILE
<br /> ENGINEERED FILL. QUALITY-CONTROL TESTING. PERMISSION FROM AUTHORITIES HAVING 6. CLEARING 9. DRAINAGE 6.1.PLACE COVERING PER WSDOT 8-01.3(5)
<br /> 9.3.TOPSOIL PLACEMENT PER SECTION 32 91 00. 14.2.ALLOW TESTING AGENCY TO INSPECT AND TEST JURISDICTION. 6.1.REMOVE GROWTH AND UNDERBRUSH WITHIN THE 9.1.KEEP STREET AND SITE DRAINS OPEN FOR
<br /> 10. SOIL MOISTURE CONTROL SUBGRADES AND EACH FILL OR BACKFILL LAYER. 2.5.IF REQUIRED BY GOVERNING AUTHORITIES, CLEARING LIMITS AS REQUIRED FOR NEW DRAINAGE AT ALL TIMES. MUD SEDIMENT 6.2.STOCKPILE ITONS WITHOUTIL MATERIALSINTERMIXINGAWAY FROM EDGE
<br /> PROCEED WITH SUBSEQUENT EARTHWORK ONLY PROVIDE.ALTERNATE ROUTES AROUND CLOSED OR MUD/SEDIMENT EXCAVATIONS WITH
<br /> 10.1.UNIFORMLY MOISTEN OR AERATE SUBGRADE CONSTRUCTION AND AS INDICATED. REMOVAL BUILD-UP SHALL BE REMOVED AS DIRECTED BY SUBSOIL. COVER TO PREVENT WINDBLOWN DUST.
<br /> AND EACH SUBSEQUENT FILL OR BACKFILL SOIL AFTER TEST RESULTS FOR PREVIOUSLY OBSTRUCTED TRAFFIC WAYS. OPERATIONS SHALL BE PERFORMED IN A MANNER OWNER'S REPRESENTATIVE. 6.2.1. DO NOT STOCKPILE TOPSOIL WITHIN TREE
<br /> LAYER BEFORE COMPACTION TO WITHIN 2 COMPLETED WORK COMPLY WITH REQUIREMENTS. 2.6.OBJECTIONABLENOISES: LIMIT USE OF AIR TO PROTECT PROPERTY. 9.2.OPEN PITS AND HOLES CAUSED BY DEMOLITION PROTECTION ZONES.
<br /> PERCENT OF OPTIMUM MOISTURE CONTENT. 14.3FOOTING SUBGRADE: AT FOOTING SUBGRADES, HAMMERS AND OTHER LOUD EQUIPMENT AS MUCH 6.1.1. FLAG ALL TREES LARGER THAN 2 INCH WORK SHALL BE KEPT FREE OF STANDING
<br /> 10.1.1. DO NOT PLACE BACKFILL OR FILL SOIL AT LEAST ONE TEST OF EACH SOIL STRATUM AS POSSIBLE. CONFORM WITH LOCAL GOVERNING CALIPER DESIGNATED FOR REMOVAL FOR 6.3.WASTE
<br /> OFE EXCESS TOPSOILSAS SPECIFIED FOR
<br /> WILL BE PERFORMED TO VERIFY DESIGN BEARING REQUIREMENTS REGARDING NOISE CONTROL WATER. SPSTE MATERIAL DISPOSAL.
<br /> MATERIAL ON SURFACES THAT ARE MUDDY, APPROVAL OF OWNER'S REPRESENTATIVE 10. FILLING DEPRESSIONS 7. DISPOSAL
<br /> FROZEN, OR CONTAIN FROST OR ICE. CAPACITIES. SUBSEQUENT VERIFICATION AND 3. PRODUCTS PRIOR TO DEMOLITION OR REMOVAL
<br /> 10.1.2. REMOVE AND REPLACE, OR SCARIFY AND APPROVAL OF OTHER FOOTING SUBGRADES MAY 3.1.FILTER FABRIC: FILTER FABRIC FENCE SHALL BE NOTIFY OWNER'S REPRESENTATIVE AT 10.1 FILL DEPRESSIONS CAUSED BY CLEARING, 7.1.REMOVE SURPLUS SOIL MATERIAL UNSUITABLE
<br /> AIR DRY OTHERWISE SATISFACTORY SOIL BE BASED ON A VISUAL COMPARISON OF MIRAFI 500X OR APPROVED EQUIVALENT. LEAST FIVE DAYS IN ADVANCE OF EXISTING WITH COMMON FILL AND WASTE MATERIALS INCLUDING TRASH AND
<br /> MATERIAL THAT EXCEEDS OPTIMUM 3.2.INLET PROTECTION: CATCH BASIN INSERTS SHALL SCHEDULED TREE REMOVAL. MATERIAL UNLESS FURTHER EXCAVATION OR DEBRIS, AND LEGALLY DISPOSE OF THEM OFF
<br /> APPROVED BY OWNER.
<br /> MOISTURE CONTENT BY 2 PERCENT AND BE "SILTSACK" BY ATLANTIC CONSTRUCTION 6.1.2. COMPLETELY REMOVE ALL GROWTH OR TO EARTHWORK IS INDICATED. COMMON FILL SHALL
<br /> 14.4.TESTING AGENCY WILL TEST COMPACTION OWNER'S PROPERN.
<br /> IS TOO WET TO COMPACT TO SPECIFIED FABRICS, INC., 800/448-3636, OR APPROVED SATISFACTION OF OWNER'S BE IN ACCORDANCE WITH SECTION 31 00 00.
<br /> DRY UNIT WEIGHT. OF SOILS IN PLACE ACCORDING TO EQUIVALENT. INSERT SHALL BE APPROPRIATELY REPRESENTATIVE.
<br /> ASTM D 1556, ASTM D 2167, ASTM D 2922, 11. DISPOSAL OF MATERIALS
<br /> 11. COMPACTION OF SOIL BACKFILLS AND FILLS SIZED FOR THE STRUCTURE IN WHICH IT IS 6.2.SAVE AND PROTECT TREES INDICATED ON PLANS 11.1.THE REFUSE RESULTING FROM CLEARING AND ASPHALT PAVING (32 12 16)
<br /> AND ASTM D 2937, AS APPLICABLE.
<br /> 11.1 PLACE BACKFILL AND FILL SOIL MATERIALS IN INSTALLED. TO REMAIN. PROTECT ALL OFF-SITE TREES GRUBBING SHALL BE DISPOSED OF BY THE
<br /> 14.5.WHEN TESTING AGENCY REPORTS THAT PAVEMENT PATCHING (DOE 3-14):
<br /> LAYERS NOT MORE THAN 8 INCHES IN LOOSE 3.3.PLASTIC SHEETING: SHALL CONFORM TO SECTION ALONG ADJACENT ROADWAYS AND ON CONTRACTOR IN A MANNER CONSISTENT WITH ALL
<br /> DEPTH FOR MATERIAL COMPACTED BY HEAVY SUBGRADES, FILLS, OR BACKFILLS HAVE NOT 9-14.5(3) OF THE WSDOT/APWA. SURROUNDING PROPERTIES. GOVERNMENT REGULATIONS. IN NO CASE SHALL 1.1. PAVEMENT PATCHING SHALL BE INSTALLED PER
<br /> ACHIEVED DEGREE OF COMPACTION SPECIFIED, CITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> COMPACTION EQUIPMENT, AND NOT MORE THAN 4 3.4.STRAW BALES: FOR SEDIMENTATION CONTROL; 7. GRUBBING REFUSE MATERIAL BE LEFT ON THE PROJECT STANDARDS AND SPECIFICATIONS FOR
<br /> SCARIFY AND MOISTEN OR AERATE, OR REMOVE
<br /> INCHES IN LOOSE DEPTH FOR MATERIAL SHALL BE SUN DRIED AND BUNDLED WITH 12 7.1.GENERAL GRUB OR OTHERWISE PREPARE AREAS SITE, SHOVED ONTO ABUTTING PRIVATE DEVELOPMENT SECTION, 3-14
<br /> AND REPLACE SOIL TO DEPTH REQUIRED;
<br /> COMPACTED BY HAND-OPERATED TAMPERS. GAUGE GALVANIZED STEEL WIRE. WHERE CLEARING HAS OCCURRED TO RECEIVE PROPERTIES, OR BE BURIED IN EMBANKMENTS
<br /> RECOMPACT AND RETEST UNTIL SPECIFIED
<br /> 11.2PLACE BACKFILL AND FILL SOIL MATERIALS COMPACTION IS OBTAINED. 3.5.MULCH CONSTRUCTION OR OTHER IMPROVEMENTS. OR TRENCHES ON THE PROJECT SITE. DEBRIS
<br /> EVENLY ON ALL SIDES OF STRUCTURES TO 3.5.1. STRAW MULCH: CLEAN WHEAT, BARLEY, 7.1.1. EXCAVATE AND REMOVE ALL STUMPS TO SHALL NOT BE DEPOSITED IN ANY STREAM OR CONCRETE PAVING (32 13 16)
<br /> REQUIRED ELEVATIONS, AND UNIFORMLY ALONG OAT, OR RICE STRAW. STRAW SHALL NOT A DEPTH OF 1'-6" BELOW GRADE. BODY OF WATER, OR IN ANY STREET OR ALLEY,
<br /> THE FULL LENGTH OF EACH STRUCTURE. SITE PREPARATION (31 11 001: BE MOLDY OR OVERLY COMPACTED TO7CEMENT CONCRETE SIDEWALKS
<br /> OR UPON ANY PRIVATE PROPERTY EXCEPT BY (COE 3-17):
<br /> 11.3.COMPACT SOIL MATERIALS TO NOT LESS THAN PREVENT EVEN DISTRIBUTION AND SHALL .1.2. EXCAVATE AND REMOVE ROOTS LARGER WRITTEN CONSENT OF THE PRIVATE PROPERTY
<br /> THE FOLLOWING PERCENTAGES OF MAXIMUM DRY 1. DESCRIPTION BE FREE OF NOXIOUS WEEDS. THAN 1-1/2 INCHES IN DIAMETER, OWNER. KEEP HAULING ROUTES CLEAN AND 1.1.CEMENT CONCRETE SIDEWALKS SHALL BE
<br /> UNIT WEIGHT ACCORDING TO ASTM D 698: 1.1.CONSTRUCT EROSION AND SEDIMENTATION ROCKS, BOULDERS, ANY REMAINING FREE OF ANY DEBRIS RESULTING FROM WORK OF INSTALLED PER CITY OF EVERETT DESIGN AND
<br /> 11.3.1. UNDER STRUCTURES, BUILDING SLABS, CONTROL. CLEAR AND GRUB SITE AS INDICATED. 3.5.2. WOOD MULCH: WEED FREE WOOD CHIPS PAVING, AND THE LIKE, AS WELL AS THIS SECTION. CONSTRUCTION STANDARDS AND SPECIFICATIONS
<br /> OR HOG FUEL. OTHER UNSUITABLE MATERIALS. FOR DEVELOPMENT, SECTION 3-17
<br /> STEPS, AND PAVEMENTS, SCARIFY AND SAVE AND PROTECT FROM HARM ANY TREES AND 3.5.3. HYDRAULIC MULCH: WEYERHAEUSER 7.1.3. EXCAVATE THESE MATERIALS TO NOT LESS
<br /> RECOMPACT TOP 12 INCHES OF EXISTING OTHER ELEMENTS SELECTED TO REMAIN. REMOVE, CELLULOSE WOOD FIBER MULCH ORSTOCKPILING (31 14 001:
<br /> SUBGRADE AND EACH LAYER OF BACKFILL FROM AREA TO BE CLEARED, ALL OTHER GROWTH THEA 4"AREAS TO BE BELOWEOCCUPIEDEXIPDG GRADE BY AT
<br /> ASPHALT OR
<br /> OR FILL SOIL MATERIAL AT 95 PERCENT. UNLESS OTHERWISE INDICATED OR DIRECTED. APPROVED EQUAL IRRIGATION (32 80 00):
<br /> 11.3.2. UNDER WALKWAYS, SCARIFY AND 3.5.4. COMPOST MULCH FOR COMPOST BLANKET 1. SUBMITTALS
<br /> REMOVE PAVING, SLABS, WALKS, AND UTILITY CONCRETE AND NOT LESS THAN 8"
<br /> SHA
<br /> RECOMPACT TOP 6 INCHES BELSHALLBE MEDIUM COMPOST PER WSDOT 1.1.STOCKPILE MANAGEMENT PLAN: EXTENT AND
<br /> LINES AS REQUIRED TO COMPLETE WORK, AS BELOW EXISTING GRADE AT SHRUB AREAS. 1. SUMMARY:
<br /> SUBGRADE AND COMPACT EACH LAYER OF 9-14.4(8). HEIGHTS AND LOCATION OF STOCKPILES FOR THE
<br /> INDICATED ON PLANS AND AS DIRECTED BY7.1.4. USE ONLY HAND METHODS FOR GRUBBING 1.1.PORT OF EVERETT RESPONSIBILITY: PROVIDE A
<br /> BACKFILL OR FILL SOIL MATERIAL AT 92 OWNER'S REPRESENTATIVE. CONFER WITH 3.6.WATER: THE CONTRACTOR SHALL MAKE, AT THE INSIDE THE DRIPLINE OF TREES WITH FOLLOWING AND PER CRITERIA ESTABLISHED IN FULLY FUNCTIONING EXISTING IRRIGATION SYSTEM
<br /> CONTRACTOR'S EXPENSE, WHATEVERTHIS SECTION: INCLUDING, BUT NOT LIMITED TO: POINT OF
<br /> PERCENT. OWNER'S REPRESENTATIVE BEFORE STARTING GREATER THAN 10 FOOT RADIUS OR THE
<br /> 11.3.3. UNDER LAWN OR UNPAVED AREAS, WORK. ARRANGEMENTS MAY BE NECESSARY TO ENSURE DRIP LINE OF TREES INDICATED TO BE 1.1.1. TOPSOIL MIXED WITH SOD AND TOPSOIL CONNECTION WITH METER AND BACKFLOW
<br /> SCARIFY AND RECOMPACT TOP 6 INCHES 2. EXISTING CONDITIONS AN ADEQUATE SUPPLY OF WATER REQUIRED FOR LEFT STANDING. FROM EXISTING PLANTER BEDS OR PREVENTION, CONTROLLER, MAINLINE, VALVES AND
<br /> BELOW SUBGRADE AND COMPACT EACH 2.1.PROTECTION OF EXISTING IMPROVEMENTS: EROSION CONTROL THE CONTRACTOR SHALL 8. SITE IMPROVEMENT REMOVALS PLANTED AREAS. VALVE WIRING.
<br /> LAYER OF BACKFILL OR FILL SOIL PROVIDE, ERECT AND MAINTAIN BARRICADES, FURNISH ALL NECESSARY EQUIPMENT FOR THE 8.1.CARE SHALL BE TAKEN IN REMOVING PAVEMENT, 1.1.2. IDENTIFY TYPES, SIZES AND MODELS OF 1.2.CONTRACTOR'S RESPONSIBILITY: DESIGN AND
<br /> MATERIAL AT 85 PERCENT. COVERINGS, OR OTHER TYPES OF PROTECTION ADEQUATE IRRIGATION OF PLANTED AREAS AS STRUCTURES, AND ALL ITEMS TO BE REMOVED EQUIPMENT REQUIRED FOR STOCKPILE INSTALL NEW IRRIGATION FOR ALL LANDSCAPE
<br /> 11.3.4. FOR UTILITY TRENCHES, COMPACT EACH NECESSARY TO PREVENT DAMAGE TO EXISTING REQUIRED TO COMPLETE THE WORK AS SO THAT DAMAGE DOES NOT OCCUR TO EXISTING MANAGEMENT. AREAS TO RECEIVE SOIL AND SUBGRADE PREP
<br /> SPECIFIED.
<br /> LAYER OF INITIAL AND FINAL BACKFILL TREES INDICATED TO REMAIN IN PLACE. 2. PERFORMANCE REQUIREMENTS
<br /> PAVEMENT, CHAIN LINK, OR WOOD FENCES OR AND NEW PLANTING, AS SHOWN ON CONTRACT
<br /> 3.7.TIRE AND CONCRETE WASH: SHALL BE PER CITY IRRIGATION LINES WHICH ARE TO REMAIN IN 2.1.STOCKPILE THE FOLLOWING MATERIAL ON SITE TO
<br /> DRAWINGS. ADJUST IRRIGATION IN BEDS TO
<br /> SOIL MATERIAL AT 85 PERCENT. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS
<br /> OF EVERETT.
<br /> 12. GRADING WORK TO THEIR ORIGINAL CONDITION, AS PLACE. MAKE A NEAT VERTICAL SAW CUT AT MEET THE QUANTITIES REQUIRED FOR THE SCOPE REMAIN, AS NECESSARY. TIE NEW IRRIGATION
<br /> ACCEPTABLE TO OWNER. 4. EXECUTION THE BOUNDARIES OF THE AREA TO BE REMOVED. OF WORK. REMOVE MATERIAL FROM THE SITE IN
<br /> 12.1.GENERAL UNIFORMLY GRADE AREAS TO A INTO EXISTING IRRIGATION SYSTEM. DESIGN NEW
<br /> SMOOTH SURFACE, FREE OF IRREGULAR SURFACE 2.2.CONTACT UTILITY COMPANIES AND REQUEST 4.1.CONSTRUCTION ACCESS AND ROADWAY 8.2.COMPLETELY REMOVE AND DISPOSE OF EXCESS OF THE REQUIRED QUANTITIES IRRIGATION TO WORK WITHIN THE EXISTING
<br /> CHANGES. COMPLY WITH COMPACTION METER READINGS, UTILITY CUTOFFS, AND METER MANAGEMENT PAVEMENT, FENCES, AND OTHER OBSTRUCTIONS NECESSARY TO COMPLETE THE SCOPE OF WORK. SYSTEM'S AVAILABLE PRESSURE AND GALLONS
<br /> REQUIREMENTS AND GRADE TO CROSS SECTIONS, AND LINE REMOVALS. VERIFY THAT ALL 4.1.1. MINIMIZE THE TRACKING OF DIRT, MUD IN AREAS TO BE CLEARED. PAVEMENTS 2.2.STOCKPILE: PER MINUTE, AND REQUIREMENTS STATED HEREIN.
<br /> LINES, AND ELEVATIONS INDICATED. APPROPRIATE SERVICES HAVE BEEN AND DEBRIS ONTO THE PAVED ROADWAY. DESIGNATED FOR REMOVAL SHALL BE BROKEN 2.2.1. PRODUCE SOIL FOR HYDROSEEDING 1.3.PRIOR TO DEMOLITION AND SITE CLEARING WORK,
<br /> 12.2SITE GRADING: SLOPE GRADES TO DIRECT DISCONNECTED. CONTRACTOR SHALL PAY FOR PROVIDE, INSTALL MAINTAIN AND REMOVE UP, LOADED, AND DISPOSED OF BY CONTRACTOR. MEETING THE REQUIREMENTS OF SECTION VERIFY SYSTEM COMPONENTS TO BE SAVED AND
<br /> WATER AWAY FROM BUILDINGS AND TO PREVENT ALL FEES AND COSTS ASSOCIATED WITH UTILITY TEMPORARY CONSTRUCTION EXIT(S). IF 8.3.WHEN REMOVING PAVEMENT UNDER TREES DO 32 93 00 BY TIME OF PLANTING. PROTECTED DURING CONSTRUCTION AND SYSTEM
<br /> PONDING. FINISH SUBGRADES TO REQUIRED DISCONNECTS, CAPPING, LINE AND METER DIRT, MUD AND DEBRIS ARE NOT DISTURB GRAVEL, SUBGRADE OR ROOTS. SCREEN STOCKPILE PRIOR TO COMPONENTS TO BE REMOVED. ANY DAMAGE TO
<br /> ELEVATIONS WITHIN THE FOLLOWING TOLERANCES: REMOVALS. TRANSPORTED ONTO A ROAD SURFACE, EQUIPMENT SHALL COMPLETE PAVEMENT REMOVAL INSTALLATION TO REMOVE AGGREGATES EXISTING SYSTEM COMPONENTS TO REMAIN SHALL
<br /> 2.3.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT CLEAN THE ROADS THOROUGHLY, AS A WHILE ON PAVEMENT. LARGER THAN 1"AND LARGER.
<br /> � 12.2.1. LAWN OR UNPAVED AREAS: PLUS OR BE REPAIRED TO PRE-CONSTRUCTION CONDITION,
<br /> o_ MINUS 1 INCH. PRIOR NOTICE. REVIEW RECORDS OF THE MINIMUM, AT THE END OF EACH DAY OR 8.4.ADJACENT MATERIALS DESIGNATED TO REMAIN 3. TOP SOIL AT NO COST TO THE OWNER.
<br /> AS DIRECTED BY THE OWNER'S THAT ARE DAMAGED BY THE CONTRACTOR DUE TO
<br /> N EXISTING UNDERGROUND UTILITIES. CALL UTILITY 2. REQUIREMENTS
<br /> 12.2.2. WALKS: PLUS OR MINUS 1 INCH. 3.1.ORGANIC-RICH TOP LAYER OF NATIVE SOIL ONLY
<br /> LOCATION SERVICE (800) 424-5555 FOR UTILITY REPRESENTATIVE AND CITY INSPECTOR. CONTRACTOR'S OPERATIONS SHALL BE REPLACED IS TO BE STOCKPILED MIXED WITH SOD. TOP 4
<br /> 12.2.3. PAVEMENTS: PLUS OR MINUS 1/2 INCH. LOCATION. AVOID DAMAGE TO THESE FACILITIES 4.1.2. REMOVE DIRT, MUD AND DEBRIS FROM AT NO ADDITIONAL COST TO OWNER. INCHES MIXED WITH SOD OR FOREST DUFF, OR 2.1.WORK AND MATERIALS SHALL, RE BE IN ACCORDANCE
<br /> 13. FILL AND BASE COURSES AND RESTORE ALL DAMAGED UTILITIES AT ROAD BY SHOVELING OR SWEEPING, AND 8.5.SPRINKLE EXCAVATED MATERIAL AND ACCESS MULCH SHALL BE USED AS A SOURCE FOR SOIL WITH THE LATEST RULES, REGULATIONS AND
<br /> ° 13.1PLACE FILL AND BASE COURSE ON CONTRACTOR'S EXPENSE. COORDINATE WORK WITH TRANSPORT TO AN APPROPRIATE DISPOSAL ROADS WITH WATER AS NECESSARY TO LIMIT FOR HYDROSEEDING. OTHER APPLICABLE STATE OR LOCAL LAWS.
<br /> SUBGRADES FREE OF MUD, FROST, SNOW, OR OTHER TRADES. CONSTRUCT TEMPORARY AREA. DO NOT USE WATER TO WASH DUST TO LOWEST PRACTICABLE LEVEL DO NOT 3.1.1. SOD PIECES NOT TO EXCEED 4" X 4". NOTHING IN THE CONTRACT DOCUMENTS IS TO BE
<br /> a IMPERVIOUS SURFACES OR AREAS DURING CONSTRUED TO PERMIT OR NO NFORMING
<br /> ICE. EROSION AND SEDIMENTATION CONTROL PLAN IN USE WATER TO THE EXTENT THAT FLOODING, 4. COVERING FOR STOCKPILES TO THESE CODu��yj �Q
<br /> co 13.2.ON PREPARED SUBGRADE, PLACE FILL AND ACCORDANCE WITH THE CITY OF EVERETT CONSTRUCTION. USE VACUUM SWEEPERS CONTAMINATED RUNOFF, OR ICING OCCURS. yam@"PKOVtU
<br /> o BASE COURSE UNDER PAVEMENTS AND WALKS AS STORMWATER MANAGEMENT MANUAL, MOST WITH DUST SUPPRESSION AS FREQUENTLY4.1.CLEAR PLASTIC COVERING MEETING THE
<br /> a 8.6.UTILITIES:SNCAP AND OVMOVE ALL PIPING REQUIREMENTS OF WSDOT 9-14.5(3). PJB["! ARKS DD PNT
<br /> FOLLOWS: RECENT EDITION. MAINTAIN PATH AND PARKING AS DEEMED NECESSARY BY THE OWNER'S DESIGNATED FOR REMOVAL, INCLUDING
<br /> 0 13.2.1. SHAPE FILL AND BASE COURSE TO LOT DRAINS AND SEWER OPENINGS FOR FREE REPRESENTATIVE. UNDERGROUND PIPING AND EXPOSED PIPING. 5. SOIL STRIPPING
<br /> -3o REQUIRED CROWN ELEVATIONS AND DRAINAGE.. PROVIDE INLET PROTECTION AT ALL 4.1.3. IF THE CITY OR PORT IS FORCED TO 8.6.1. PIPING: 5.1.PRIOR TO ANY ACTIVITY BY MACHINERY OR BY„f/,
<br /> d CROSS-SLOPE GRADES. EXISTING CATCH BASINS ON SITE AND CLEAN UP AFTER THE CONTRACTOR'S8.6.1.1. DAMAGE TO EXISTING UTILITIES WHICH ARE OUR: Qf a(ClL
<br /> STORAGE ON AREAS WHERE SOIL STRIPPING IS ,1��� Aa
<br /> y 13.2.2. COMPACT FILL AND BASE COURSE AT IMMEDIATELY DOWNSTREAM OF WORK AREA AND OPERATIONS, THE COST OF TIME AND TO REMAIN SHALL BE REPAIRED AT THE
<br /> I OPTIMUM MOISTURE CONTENT TO IN WORK ALL AREAS. MATERIALS WILL BE DEDUCTED FROM THE CONTRACTOR'S EXPENSE. 5.1.1. OCCROTOTILL ODISC EXISTING SOD TO A DATE
<br /> 'j REQUIRED GRADES, LINES, CROSS 2.4.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC CONTRACTOR'S PAYMENT. DEPTH OF 4" IN TWO DIRECTIONS, CITY OF EVERETT REVIEWED FOR PERMIT
<br /> SECTIONS, AND THICKNESS TO NOT LESS ROUTES: 8.6.1.2. IN THE EVENT THE CONTRACTOR PERPENDICULAR TO EACH OTHER.
<br /> a 5. EXAMINATION ENCOUNTERS UTILITY LINES NOT SHOWN
<br /> 7 THAN 95 PERCENT OF MAXIMUM DRY UNIT 2.4.1. ENSURE MINIMUM INTERFERENCE WITH 5.1.2. STOCKPILE AS APPROVED BY OWNER'S
<br /> CO WEIGHT ACCORDING TO ASTM D 698. 5.1.VERIFY EXTENT OF CLEARING AND GRUBBING AND ON THE SITE PLAN OR OTHERWISE IF SHEET IS LESS THAN 22x34
<br /> 2
<br /> SITE IMPROVEMENT REMOVAL PRIOR TO START OF REDUCE SCALES ACCORDINGLY
<br /> rn
<br /> PROJECT. SCALE: PORT OF EVERETT DWG. NO.
<br /> CASCADE 47,74,47,74, E. SCHMIDT NO SCALE L3.02
<br /> \� pirg DESIGN '�G` DE IG ED BY T FEB. 19, 20,6 WATERFRONT PLACE CENTRAL
<br /> cL,_ COLLABORATIVE °P NO.
<br /> DRAWN BY: CHECKED BY:
<br /> INTERIM PUBLIC ACCESS 6-8-001-02
<br /> O P.O. SOX 538 LANDSCAPE *URBAN DESIGN warm.STPE OF D. ROBBEN J. KLEINKOPF PROJECT
<br /> 0 ' EVERETT, WA 98206 1402 3'm Ave.,Suite 415,Seattle,WA 98101 ,L 2/19/16 ISSUED =OR BID & CONSTRUCTION ; . APPROVED BY: JETTY LANDING IMPROVEMENTS N0 PA-BL-2016-02
<br /> % (425) 253-3164 p06)628-91331 mscadadesIgncolleb.com
<br /> NO. DATE BY REVISION NO. DATE BY REVISION f90.id1E SPECIFICATION NOTES �SHEET NO 6 OF
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