|
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 6.2.STOCKPILE TOPSOIL MATERIALS AWAY FROM EDGE
<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 OF EXCAVATIONS WITHOUT INTERMIXING WITH
<br /> CONSTRUCTION AND AS INDICATED. REMOVAL BUILD-UP SHALL BE REMOVED AS DIRECTED BY
<br /> 10.1.UNIFORMLY MOISTEN OR AERATE SUBGRADE PROCEED WITH SUBSEQUENT EARTHWORK ONLY PROVIDE ALTERNATE ROUTES AROUND CLOSED OR 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 /> COMPLETED WORK COMPLY WITH REQUIREMENTS. 2.6.OBJECTIONABLE NOISES: LIMIT USE OF AIR TO PROTECT PROPERTY.
<br /> LAYER BEFORE COMPACTION TO WITHIN 2 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 WATER 6.3.DISPOSE T EXCESS TOPSOIL AS SPECIFIED FOR
<br /> WASTE MATERIAL DISPOSAL.
<br /> WILL BE PERFORMED TO VERIFY DESIGN SEARING REQUIREMENTS REGARDING NOISE CONTROL APPROVAL OF OWNER'S REPRESENTATIVE 7, DISPOSAL
<br /> MATERIAL ON SURFACES THAT ARE MUDDY, 10. FILLING DEPRESSIONS
<br /> FROZEN, OR CONTAIN FROST OR ICE. CAPACITIES. SUBSEQUENT VERIFICATION AND 3. PRODUCTS PRIOR TO DEMOLITION OR REMOVAL. 10.1.17ILL DEPRESSIONS CAUSED BY CLEARING,
<br /> APPROVAL OF OTHER FOOTING SUBGRADES MAY 3.1.FILTER FABRIC: FILTER FABRIC FENCE SHALL BE NOTIFY OWNER'S REPRESENTATIVE AT 7.1.REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE
<br /> 10.1.2. REMOVE AND REPLACE, OR SCARIFY AND GRUBBING, AND UTILITY REMOVAL OPERATIONS OR
<br /> BE BASED ON A VISUAL COMPARISON OF MIRAFI 50OX OR APPROVED EQUIVALENT. LEAST FIVE DAYS IN ADVANCE OF TOPSOIL, OBSTRUCTIONS, DEMOLISHED MATERIALS,
<br /> AIR DRY OTHERWISE SATISFACTORY SOIL THOSE PREVIOUSLY EXISTING WITH COMMON FILL
<br /> MATERIAL THAT EXCEEDS OPTIMUM SUBGRADE WITH TESTED SUBGRADE WHEN 3.2.INLET PROTECTION: CATCH BASIN INSERTS SHALL SCHEDULED TREE REMOVAL. MATERIAL UNLESS FURTHER EXCAVATION OR AND WASTE MATERIALS INCLUDING TRASH AND
<br /> APPROVED BY OWNERDEBRIS, AND LEGALLY DISPOSE OF THEM OFF
<br /> .
<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 OWNER'S PROPERTY.
<br /> IS TOO WET TO COMPACT TO SPECIFIED 14.4.TESTING AGENCY WILL TEST COMPACTION 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. 11. DISPOSAL OF MATERIALS
<br /> 11. COMPACTION OF SOIL BACKFILLS AND FILLS ASTM D 1556, ASTM D 2167, ASTM D 2922, SIZED FOR THE STRUCTURE IN WHICH IT IS 6.2.SAVE AND PROTECT TREES INDICATED ON PLANS 11.1.17HE REFUSE RESULTING FROM CLEARING AND ASPHALT PAVING (32 12 16)
<br /> AND ASTM D 2937, AS APPLICABLE. INSTALLED,
<br /> 11.1 PLACE BACKFILL AND FILL SOIL MATERIALS IN 14.S.WHEN TESTING AGENCY REPORTS THAT TO REMAIN. PROTECT ALL OFF-SITE TREES GRUBBING SHALL BE DISPOSED OF BY THE PAVEMENT PATCHING (COE 3-14):
<br /> 3.3.PLASTIC SHEETING: SHALL CONFORM TO SECTION ALONG ADJACENT ROADWAYS AND ON CONTRACTOR IN A MANNER CONSISTENT WITH ALL
<br /> LAYERS NOT MORE THAN 8 INCHES IN LOOSE
<br /> SUBGRADES, FILLS, OR BACKFILLS HAVE NOT 1.1.PAVEMENT PATCHING SHALL BE INSTALLED PER
<br /> DEPTH FOR MATERIAL COMPACTED BY HEAVY 9-14.5(3) OF THE WSDOT/APWA. SURROUNDING PROPERTIES. GOVERNMENT REGULATIONS. IN NO CASE SHALL
<br /> ACHIEVED DEGREE OF COMPACTION SPECIFIED, CITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> COMPACTION EQUIPMENT, AND NOT MORE THAN 4 SCARIFY AND MOISTEN OR AERATE, OR REMOVE 3.4.STRAW BALES: FOR SEDIMENTATION CONTROL; 7. GRUBBING REFUSE MATERIAL BE LEFT ON THE PROJECT STANDARDS AND SPECIFICATIONS FOR
<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
<br /> COMPACTED BY HAND-OPERATED TAMPERS. RECOMPACAND REPLACE SOIL TO DEPTH REQUIRED; GAUGE GALVANIZED STEEL WIRE. WHERE CLEARING HAS OCCURRED TO RECEIVE PROPERTIES, OR BE BURIED IN EMBANKMENTS DEVELOPMENT SECTION, 3-14
<br /> 11.2PLACE BACKFILL AND FILL SOIL MATERIALS COMPACTION
<br /> AND RETEST UNTIL SPECIFIED 3.5.MULCH CONSTRUCTION OR OTHER IMPROVEMENTS. OR TRENCHES ON THE PROJECT SITE. DEBRIS
<br /> COMPACTION IS OBTAINED.
<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 13 161
<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 00): BE MOLDY OR OVERLY COMPACTED To 7,1.2, EXCAVATE AND REMOVE ROOTS LARGER OR UPON ANY PRIVATE PROPERTY EXCEPT BY CEMENT CONCRETE SIDEWALKS (COE 3-17):
<br /> 11.3.COMPACT SOIL MATERIALS TO NOT LESS THAN PREVENT EVEN DISTRIBUTION AND SHALLWRITTEN CONSENT OF THE PRIVATE PROPERTY
<br /> THE FOLLOWING PERCENTAGES OF MAXIMUM DRY 1. DESCRIPTION THAN 1-1/2 INCHES IN DIAMETER, OWNER. KEEP HAULING ROUTES CLEAN AND 1.1.CEMENT CONCRETE SIDEWALKS SHALL BE
<br /> BE FREE OF NOXIOUS WEEDS. ROCKS, BOULDERS, ANY REMAINING FREE OF ANY DEBRIS RESULTING FROM WORK OF INSTALLED PER CITY OF EVERETT DESIGN AND
<br /> UNIT WEIGHT ACCORDING TO ASTM D 698: 1.1. CONSTRUCT EROSION AND SEDIMENTATION 3.5.2. WOOD MULCH: WEED FREE WOOD CHIPS PAVING, AND THE LIKE, AS WELL AS THIS SECTION. CONSTRUCTION STANDARDS AND SPECIFICATIONS
<br /> 11.3.1. UNDER STRUCTURES, BUILDING SLABS, CONTROL. CLEAR AND GRUB SITE AS INDICATED. 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 OR STOCKPILING (31 14 001:
<br /> SUBGRADE AND EACH LAYER OF BACKFILL FROM AREA TO BE CLEARED, ALL OTHER GROWTH THAN 4" BELOW EXISTING GRADE AT
<br /> OR ALL SOIL MATERIAL AT 95 PERCENT. UNLESS OTHERWISE INDICATED OR DIRECTED. APPROVED EQUAL. AREAS TO BE OCCUPIED BY ASPHALT OR IRRIGATION (32 80 00
<br /> REMOVE PAVING, SLABS, WALKS, AND UTILITY 3.5.4. COMPOST MULCH FOR COMPOST BLANKET CONCRETE AND NOT LESS THAN 8" 1. SUBMITTALS
<br /> 11.3.2. UNDER WALKWAYS, SCARIFY AND LINES AS REQUIRED TO COMPLETE WORK, AS SHALL BE MEDIUM COMPOST PER WSDOT BELOW EXISTING GRADE AT SHRUB AREAS. 1.1.STOCKPILE MANAGEMENT PLAN: EXTENT AND 1. SUMMARY:
<br /> RECOMPACT TOP 6 INCHES BELOW INDICATED ON PLANS AND AS DIRECTED , 9-14.4(8). 7.1.4. USE ONLY HAND METHODS FOR GRUBBING HEIGHTS AND LOCATION OF STOCKPILES FOR THE 1.1• PORT OF EVERETT REIT RESPONSIBILITY: PROVIDE A
<br /> SUBGRADE AND COMPACT EACH LAYER OF 3.6.WATER: THE CONTRACTOR SHALL MAKE, AT THE FOLLOWING AND PER CRITERIA ESTABLISHED IN
<br /> BACKFILL OR FILL SOIL MATERIAL AT 92 OWNER'S REPRESENTATIVE. CONFER WITH INSIDE THE DRIPLINE OF TREES WITH FULLY FUNCTIONING EXISTING IRRIGATION SYSTEM
<br /> PERCENT. OWNER'S REPRESENTATIVE BEFORE STARTING CONTRACTOR'S EXPENSE, WHATEVER GREATER THAN 10 FOOT RADIUS OR THE THIS SECTION: INCLUDING, BUT NOT LIMITED TO: POINT OF
<br /> ARRANGEMENTS MAY BE NECESSARY TO ENSURE DRIP LINE OF TREES INDICATED TO BE 1.1.1. TOPSOIL MIXED WITH SOD AND TOPSOIL
<br /> 11.3.3. UNDER LAWN OR UNPAVED AREAS, WORK. CONNECTION WITH METER AND BACKFLOW
<br /> SCARIFY AND RECOMPACT TOP 6 INCHES 2. EXISTING CONDITIONS AN ADEQUATE SUPPLY 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. THEE CONTRACTOR SHALL 8. SITE IMPROVEMENT REMOVALS PLANTED AREAS. VALVE WIRING.
<br /> FURNISH ALL NECESSARY EQUIPMENT FOR THE 8.1.CARE SHALL BE TAKEN IN REMOVING PAVEMENT, 1.1.2• IDENTIFY TYPES, SIZES AND MODELS OF
<br /> LAYER OF BACKFILL OR FILL SOIL PROVIDE, ERECT AND MAINTAIN BARRICADES, 1.2.CONTRACTOR'S RESPONSIBILITY: DESIGN AND
<br /> ADEQUATE IRRIGATION OF PLANTED AREAS AS STRUCTURES, AND ALL ITEMS TO BE REMOVED EQUIPMENT REQUIRED FOR STOCKPILE
<br /> MATERIAL AT 85 PERCENT. COVERINGS, OR OTHER TYPES OF PROTECTION INSTALL NEIN IRRIGATION FOR ALL LANDSCAPE
<br /> REQUIRED TO COMPLETE THE WORK AS SO THAT DAMAGE DOES NOT OCCUR TO EXISTING MANAGEMENT.
<br /> 11.3.4. FOR UTILITY TRENCHES, COMPACT EACH NECESSARY TO PREVENT DAMAGE TO EXISTING SPECIFIED. AREAS TO RECEIVE SOIL AND SUBGRADE PREP
<br /> LAYER OF INITIAL AND FINAL BACKFILL TREES INDICATED TO REMAIN IN PLACE. PAVEMENT, CHAIN LINK, OR WOOD FENCES OR 2. PERFORMANCE REQUIREMENTS 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 /> SOIL MATERIAL AT 85 PERCENT. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS DRAWINGS. ADJUST IRRIGATION IN BEDS TO
<br /> PLACE.LACE. MAKE A NEAT VERTICAL SAW CUT AT MEET THE QUANTITIES REQUIRED FOR THE SCOPE
<br /> 12. GRADING WORK TO THEIR ORIGINAL CONDITION, AS OF EVERETTREMAIN, AS NECESSARY. TIE NEW IRRIGATION
<br /> 12.1.GENERAL: UNIFORMLY GRADE AREAS TO A ACCEPTABLE TO OWNER. 4. EXECUTION THE BOUNDARIES OF THE AREA TO BE REMOVED. OF WORK. REMOVE MATERIAL FROM THE SITE IN 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 /> MANAGEMENT PAVEMENT, FENCES, AND OTHER OBSTRUCTIONS NECESSARY TO COMPLETE THE SCOPE OF WORK.
<br /> CHANGES. COMPLY WITH COMPACTION METER READINGS, UTILITY CUTOFFS, AND METER SYSTEM'S AVAILABLE PRESSURE AND GALLONS
<br /> 4.1.1. MINIMIZE THE TRACKING OF DIRT, MUD IN AREAS TO BE CLEARED. PAVEMENTS 2.2.STOCKPILE:
<br /> REQUIREMENTS AND GRADE TO CROSS SECTIONS, AND LINE REMOVALS. VERIFY THAT ALL PER MINUTE, AND REQUIREMENTS STATED HEREIN.
<br /> APPROPRIATE SERVICES HAVE BEEN AND DEBRIS ONTO THE PAVED ROADWAY. DESIGNATED FOR REMOVAL SHALL BE BROKEN 2.2.1. PRODUCE SOIL FOR HYDROSEEDING
<br /> LINES, AND ELEVATIONS INDICATED. 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, UNE 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 /> "AND LARGER.
<br /> � 12.2.1. LAWN OR UNPAVED AREAS: PLUS OR 2.3.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT CLEAN THE ROADS THOROUGHLY, AS A WHILE ON PAVEMENT. LARGER THAN 1BE REPAIRED TO PRE-CONSTRUCTION CONDITION,
<br /> a
<br /> 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 3.1.ORGANIC-RICH TOP LAYER of NATIVE SOIL ONLY
<br /> 12.2.2. WALKS: PLUS OR MINUS 1 INCH. 2. REQUIREMENTS
<br /> 12.2.3. PAVEMENTS: PLUS OR MINUS 12 INCH. 2.1.WORK AND MATERIALS SHALL BE IN ACCORDANCE
<br /> a 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 /> / 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 WITH THE LATEST RULES, REGULATIONS AND
<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
<br /> OTHER APPLICABLE STATE OR LOCAL LAWS.
<br /> 13.1 PLACE FILL AND BASE COURSE ON CONTRACTOR'S EXPENSE. COORDINATE WORK WITH AREA. DO NOT USE WASH DUST TO LOWESTR AS NECESSARY PRACTICABLELEVEL DONOT
<br /> 31FOR HYSODSPEDCES NOT TO EXCEED 4" X 4". �
<br /> NOTHING IN THE CONTRACT DOCUMENTS IS TO BE
<br /> SUBGRADES FREE OF MUD, FROST, SNOW, OR OTHER TRADES. CONSTRUCT TEMPORARY CONSTRUED T ,,��pp�� NFORMING
<br /> ICE. EROSION AND SEDIMENTATION CONTROL PLAN IN IMPERVIOUS SURFACES OR AREAS DURING USE WATER TO THE EXTENT THAT FLOODING, 4. COVERING FOR STOCKPILES ���V'��
<br /> ro 13.2.ON PREPARED SUBGRADE, PLACE FILL AND ACCORDANCE WITH THE CITY OF EVERETT CONSTRUCTION. USE VACUUM SWEEPERS CONTAMINATED RUNOFF, OR ICING OCCURS. TO THESE CO
<br /> o BASE COURSE UNDER PAVEMENTS AND WALKS AS STORMWATER MANAGEMENT MANUAL, MOST WITH DUST SUPPRESSION AS FREQUENTLY 8.6.UTILITIES: CAP AND REMOVE ALL PIPING 4.1.CLEAR PLASTIC COVERING MEETING THE pUBLI 90PRKS DEPAR MEN i
<br /> N REQUIREMENTS OF WSDOT 9-14.5(3).
<br /> FOLLOWS: RECENT EDITION. MAINTAIN PATH AND PARKING AS DEEMED NECESSARY BY THE OWNER'S DESIGNATED FOR REMOVAL, INCLUDING 5. SOIL STRIPPING
<br /> 0 13.2.1. SHAPE FILL AND BASE COURSE TO LOT DRAINS AND SEWER OPENINGS FOR FREE REPRESENTATIVE. UNDERGROUND PIPING AND EXPOSED PIPING. PRIOR TO ANY ACTIVITY BY MACHINERY OR BY
<br /> 5.1.
<br /> v 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:
<br /> CROSS-SLOPE GRADES. EXISTING CATCH BASINS ON SITE AND CLEAN UP AFTER THE CONTRACTOR'S 8.6.1.1. DAMAGE TO EXISTING UTILITIES WHICH ARE STORAGE ON AREAS WHERE SOIL STRIPPING IS
<br /> ° 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 TO OCCUR: DATE
<br /> I OPTIMUM MOISTURE CONTENT TO IN WORK ALL AREAS. MATERIALS WILL BE DEDUCTED FROM THE CONTRACTOR'S EXPENSE. 5.1.1. ROTOTILL OR DISC EXISTING SOD TO A CITY OF EVERETT REVIEWED FOR PERMIT
<br /> •j REQUIRED GRADES, LINES, CROSS 2.4.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC CONTRACTOR'S PAYMENT. 8.6.1.2. IN THE EVENT THE CONTRACTOR DEPTH OF 4" IN TWO DIRECTIONS,
<br /> SECTIONS, AND THICKNESS TO NOT LESS ROUTES: PERPENDICULAR TO EACH OTHER.
<br /> a 5. EXAMINATION ENCOUNTERS UTILITY LINES NOT SHOWN
<br /> THAN 95 PERCENT OF MAXIMUM DRY UNIT 2.4.1. ENSURE MINIMUM INTERFERENCE WITH 5.1.VERIFY EXTENT OF CLEARING AND GRUBBING AND ON THE SITE PLAN OR OTHERWISE 5.1.2. STOCKPILE AS APPROVED BY OWNER'S IF SHEET IS LESS THAN 22x34
<br /> a WEIGHT ACCORDING TO ASTM D 698. SITE IMPROVEMENT REMOVAL PRIOR TO START OF REDUCE SCALES ACCORDINGLY
<br /> 11611--Ii
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<br /> DESIGN-)
<br /> DATE
<br /> FEB. 19, 2015 WATERFRONT PLACE CENTRAL
<br /> EVr.1�G11 COLLABORATIVE P "°
<br /> DRAWN BY: CHECKED�. INTERIM PUBLIC ACCESS 6-8-001-02
<br /> D LANDSCAPE ARCHITECTURE+URBAN DESIGN D. ROBBEN J. KLEINKOPF
<br /> C, P.O. 80X 538 JETTY LANDING IMPROVEMENTS - PA-BL-2016-02
<br /> C,
<br /> EVERETT, WA 962C5 1402 3-Ave.,SURE 415,Seattle,WA 98101 .� 2/19/16 ISSUE] =0R 3'D & CONSTRI;CTION A?oRovEJ DY�,
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