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COVER TO PREVENT WINDBLOWN DUST. 13.2. ON PREPARED SUBGRADE, PLACE FILL AND OF EVERETT STORMWATER MANAGEMENT MANUAL, REPRESENTATIVE. 8.6. UTILITIES: CAP AND REMOVE ALL PIPING 4. COVERING FOR STOCKPILES
<br /> 8.2. STOCKPILE SOIL MATERIALS AWAY FROM EDGE BASE COURSE UNDER PAVEMENTS AND WALKS MOST RECENT EDITION. MAINTAIN PATH AND 4.1.3. IF THE CITY OR PORT IS FORCED TO CLEAN DESIGNATED FOR REMOVAL, INCLUDING 4.1. CLEAR PLASTIC COVERING MEETING THE
<br /> OF EXCAVATIONS. DO NOT STORE WITHIN DRIP AS FOLLOWS: PARKING LOT DRAINS AND SEWER OPEN FOR UP AFTER THE CONTRACTOR'S OPERATIONS, UNDERGROUND PIPING AND EXPOSED PIPING. REQUIREMENTS OF WSDOT 9-14.5(3).
<br /> LINE OF REMAINING TREES. 13.2.1. SHAPE FILL AND BASE COURSE TO FREE DRAINAGE. PROVIDE INLET PROTECTION THE COST OF TIME AND MATERIALS WILL BE 8.6.1. PIPING: 5. SOIL STRIPPING
<br /> 9. SOIL FILL REQUIRED CROWN ELEVATIONS AND AT ALL EXISTING CATCH BASINS ON SITE AND DEDUCTED FROM THE CONTRACTOR'S 8.6.1.1. DAMAGE TO EXISTING UTILITIES THAT ARE 5.1. PRIOR TO ANY ACTIVITY BY MACHINERY OR
<br /> 9.1. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED CROSS-SLOPE GRADES. IMMEDIATELY DOWNSTREAM OF WORK AREA AND PAYMENT. TO REMAIN SHALL BE REPAIRED AT THE STORAGE ON AREAS WHERE SOIL STRIPPING IS
<br /> SURFACES STEEPER THAN 1 VERTICAL UNITS TO 13.2.2. COMPACT FILL AND BASE COURSE AT IN WORK ALL AREAS. 5. EXAMINATION CONTRACTOR'S EXPENSE. TO OCCUR:
<br /> 4 HORIZONTAL UNITS SO FILL MATERIAL WILL OPTIMUM MOISTURE CONTENT TO REQUIRED - 2.4. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC 5.1. VERIFY EXTENT OF CLEARING AND GRUBBING 8.6.1.2. IN THE EVENT THE CONTRACTOR 5.1.1. ROTOTILL OR DISC EXISTING SOD TO A
<br /> BOND WITH EXISTING MATERIAL GRADES, LINES, CROSS SECTIONS AND ROUTES: AND SITE IMPROVEMENT REMOVAL PRIOR TO ENCOUNTERS UTILITY LINES NOT SHOWN DEPTH OF 4" IN TWO DIRECTIONS,
<br /> 9.2. PLACE AND COMPACT FILL MATERIAL IN LAYERS THICKNESS TO NOT LESS THAN 95 2.4.1. ENSURE MINIMUM INTERFERENCE WITH START OF WORK. ON THE SITE PLAN OR OTHERWISE PERPENDICULAR TO EACH OTHER.
<br /> TO REQUIRED ELEVATIONS AS FOLLOWS: PERCENT OF MAXIMUM DRY UNIT WEIGHT PATHS, STREETS, PARKING LOTS, AND 5.2. OBTAIN REQUIRED PERMITS AND PERMISSION INDICATED TO BE SAVED, REMOVED OR 5.1.2. STRIP TOP 4" OF MATERIAL
<br /> 9.2.1. UNDER GRASS AND PLANTED AREAS, USE ACCORDING TO ASTM D 698. ADJACENT FACILITIES. FROM LOCAL GOVERNING AUTHORITIES AND ABANDONED, MARK THE LOCATION OF 5.1.3. STOCKPILE AS APPROVED BY OWNER'S
<br /> SATISFACTORY SOIL MATERIAL (SUBGRADE 14.FIELD QUALITY CONTROL 2.4.2. DO NOT CLOSE OR OBSTRUCT STREETS, OWNER PRIOR TO COMMENCING WORK. SUCH LINES IN THE FIELD AND NOTIFY
<br /> REPRESENTATIVE.
<br /> 14.1. TESTING AGENCY: OWNER WILL ENGAGE A PATHS, OR PASSAGEWAYS WITHOUT OWNER'S REPRESENTATIVE.
<br /> ONLY). 6. CLEARING 5.2. STRIP REMAINDER OF TOPSOIL WITHIN CLEARING
<br /> QUALIFIED INDEPENDENT GEOTECHNICAL PERMISSION FROM AUTHORITIES HAVING 9. DRAINAGE
<br /> 9.2.2. UNDER WALKS AND PAVEMENTS, USE ENGINEERING TESTING AGENCY TO PERFORM JURISDICTION. 6.1. REMOVE GROWTH AND UNDERBRUSH WITHIN THE LIMITS AND REMOVE FROM SITE.
<br /> SATISFACTORY SOIL MATERIAL CLEARING LIMITS AS REQUIRED FOR NEW 9.1. KEEP STREET AND SITE DRAINS OPEN FOR
<br /> FIELD QUALITY-CONTROL TESTING. 2.5. IF REQUIRED BY GOVERNING AUTHORITIES, 6. TOPSOIL STOCKPILE
<br /> 9.2.3. UNDER STEPS AND RAMPS, USE CONSTRUCTION AND AS INDICATED. REMOVAL DRAINAGE AT ALL TIMES. MUD/SEDIMENT
<br /> 14.2. ALLOW TESTING AGENCY TO INSPECT AND TEST PROVIDE ALTERNATE ROUTES AROUND CLOSED 6.1. PLACE COVERING PER WSDOT 8-01.3(5)
<br /> ENGINEERED FILL OPERATIONS SHALL BE PERFORMED IN A BUILD-UP SHALL BE REMOVED AS DIRECTED BY 6.2. STOCKPILE TOPSOIL MATERIALS AWAY FROM
<br /> 9.3. TOPSOIL PLACEMENT PER SECTION 32 91 00. SUBGRADES AND EACH FILL OR BACKFILL LAYER. OR OBSTRUCTED TRAFFIC WAYS. MANNER TO PROTECT PROPERTY. OWNER'S REPRESENTATIVE.
<br /> PROCEED SUBSEQUENT EARTHWORK ONLY 2.6. OBJECTIONABLE NOISES: LIMIT USE OF AIR EDGE OF EXCAVATIONS WITHOUT INTERMIXING
<br /> 10.SOIL MOISTURE CONTROL AFTER TEST RESULTS FOR PREVIOUSLY HAMMERS AND OTHER NOISY EQUIPMENT AS 6.1.1. FLAG ALL TREES LARGER THAN 2 INCH 9.2. OPEN PITS AND HOLES CAUSED AS A RESULT WITH SUBSOIL. COVER TO PREVENT WINDBLOWN
<br /> CALIPER DESIGNATED FOR REMOVAL FOR OF DEMOLITION WORK SHALL BE KEPT FREE OF
<br /> 10.1. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND COMPLETED WORK COMPLY WITH REQUIREMENTS. MUCH AS POSSIBLE. CONFORM WITH LOCALDUST.
<br /> EACH SUBSEQUENT FILL OR BACKFILL SOIL 14.3. FOOTING SUBGRADE: AT FOOTING SUBGRADES, GOVERNING REQUIREMENTS REGARDING NOISE APPROVAL OF OWNER'S REPRESENTATIVE STANDING WATER. 6.2.1. DO NOT STOCKPILE TOPSOIL WITHIN TREE
<br /> LAYER BEFORE COMPACTION TO WITHIN 2 PRIOR TO DEMOLITION OR REMOVAL. 10.FILLING DEPRESSIONS
<br /> AT LEAST ONE TEST OF EACH SOIL STRATUM CONTROL PROTECTION ZONES.
<br /> PERCENT OF OPTIMUM MOISTURE CONTENT. WILL BE PERFORMED TO VERIFY DESIGN 3. PRODUCTS NOTIFY OWNER'S REPRESENTATIVE AT LEAST 10.1. FILL DEPRESSIONS CAUSED BY CLEARING, 6.3. DISPOSE OF EXCESS TOPSOIL AS SPECIFIED FOR
<br /> 10.1.1. DO NOT PLACE BACKFILL OR FILL SOIL BEARING CAPACITIES. SUBSEQUENT VERIFICATION 3.1. FILTER FABRIC: FILTER FABRIC FENCE SHALL BE FIVE DAYS IN ADVANCE OF SCHEDULED GRUBBING AND UTILITY REMOVAL OPERATIONS WASTE MATERIAL DISPOSAL.
<br /> MATERIAL ON SURFACES THAT ARE MUDDY, AND APPROVAL OF OTHER FOOTING SUBGRADES MIRAFI 500X OR APPROVED EQUIVALENT. TREE REMOVAL. OR THOSE PREVIOUSLY EXISTING WITH COMMON 7. DISPOSAL
<br /> FROZEN OR CONTAIN FROST OR ICE. MAY BE BASED ON A VISUAL COMPARISON OF 3.2. INLET PROTECTION: CATCH BASIN INSERTS SHALL 6.1.2. COMPLETELY REMOVE ALL GROWTH OR TO FILL MATERIAL UNLESS FURTHER EXCAVATION OR
<br /> 10.1.2. REMOVE AND REPLACE, OR SCARIFY AND SUBGRADE WITH TESTED SUBGRADE WHEN BE "SILTSACK" BY ATLANTIC CONSTRUCTION SATISFACTION OF OWNER'S REPRESENTATIVE. EARTHWORK IS INDICATED. COMMON FILL SHALL 7.1. REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE
<br /> AIR DRY, OTHERWISE SATISFACTORY SOIL APPROVED BY OWNER. 6.2. SAVE AND PROTECT TREES INDICATED ON PLANS BE IN ACCORDANCE WITH SECTION 31 00 00. TOPSOIL, OBSTRUCTIONS, DEMOLISHED
<br /> FABRICS, INC., 800/448-3636, OR APPROVED MATERIALS, AND WASTE MATERIALS INCLUDING
<br /> MATERIAL THAT EXCEEDS OPTIMUM 14.4. TESTING AGENCY WILL TEST COMPACTION EQUIVALENT. APPROPRIATELY SIZE INSERT FOR TO REMAIN. PROTECT ALL OFF-SITE TREES 11.DISPOSAL OF MATERIALS TRASH AND DEBRIS, AND LEGALLY DISPOSE OF
<br /> MOISTURE CONTENT BY 2 PERCENT AND IS OF SOILS IN PLACE ACCORDING TO THE STRUCTURE IN WHICH IT IS INSTALLED. ALONG ADJACENT ROADWAYS AND ON 11.1. THE REFUSE RESULTING FROM CLEARING AND THEM OFF OWNER'S PROPERTY.
<br /> TOO WET TO COMPACT TO SPECIFIED DRY ASTM D 1556, ASTM D 2167, ASTM D 2922, SURROUNDING PROPERTIES. GRUBBING SHALL BE DISPOSED OF BY THE
<br /> UNIT WEIGHT. AND ASTM D 2937, AS APPLICABLE. 3.3. PLASTIC SHEETING: SHALL CONFORM TO SECTION 7. GRUBBING CONTRACTOR IN A MANNER CONSISTENT WITH
<br /> 9-14.5(3) OF THE WSDOT/APWA. ALL GOVERNMENT REGULATIONS. IN NO CASE ASPHALT PAVING (32 12 161
<br /> 11.COMPACTION OF SOIL BACKFILLS AND FILLS 14.5. WHEN TESTING AGENCY REPORTS THAT 7.1. GENERAL: GRUB OR OTHERWISE PREPARE
<br /> 3.4. STRAW BALES: FOR SEDIMENTATION CONTROL; SHALL REFUSE MATERIAL BE LEFT ON THE
<br /> 11.1. PLACE BACKFILL AND FILL SOIL MATERIALS IN ACHIEVED
<br /> DES, FILLS OR BACKFILLS HAVE NOT AREAS WHERE CLEARING HAS OCCURRED TO PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE (WSDOT5-04):
<br /> SHALL BE SUN DRIED AND BUNDLED WITH 12 1. HOT MIX ASPHALT
<br /> LAYERS NOT MORE THAN 8 INCHES IN LOOSE ACHIEVDEGREE OF COMPACTION SPECIFIED, RECEIVE CONSTRUCTION OR OTHER PROPERTIES, OR BE BURIED IN EMBANKMENTS
<br /> GAUGE GALVANIZED STEEL WIRE. 1.1. HOT MIX ASPHALT SHALL BE INSTALLED PER
<br /> DEPTH FOR MATERIAL COMPACTED BY HEAVY SCARIFY AND MOISTEN OR AERATE, OR REMOVE IMPROVEMENTS. WSDOT STANDARD SPECIFICATIONS, SECTION
<br /> COMPACTION EQUIPMENT, AND NOT MORE THAN AND REPLACE SOIL TO DEPTH REQUIRED; 3.5. MULCH: OR TRENCHES ON THE PROJECT SITE. DEBRIS
<br /> 7.1.1. EXCAVATE AND REMOVE ALL STUMPS TO A 5-04
<br /> 4 INCHES IN LOOSE DEPTH FOR MATERIAL RECOMPACT AND RETEST UNTIL SPECIFIED 3.5.1. STRAW MULCH: CLEAN WHEAT, BARLEY, DEPTH OF 1'-6" BELOW GRADE. SHALL NOT BE DEPOSITED IN ANY STREAM OR
<br /> COMPACTED BY HAND-OPERATED TAMPERS. COMPACTION IS OBTAINED. OAT, OR RICE STRAW. STRAW SHALL NOT 7 1 2 EXCAVATE AND REMOVE ROOTS LARGER BODY OF WATER, OR IN ANY STREET OR ALLEY, 2. PAVEMENT PATCHING (COE 3-14):
<br /> 11.2. PLACE BACKFILL AND FILL SOIL MATERIALS BE MOLDY OR OVERLY COMPACTED TO OR UPON ANY PRIVATE PROPERTY EXCEPT BY 2.1. PAVEMENT PATCHING SHALL BE INSTALLED PER
<br /> THAN 1-1/2 INCHES IN DIAMETER, ROCKS, WRITTEN CONSENT OF THE PRIVATE PROPERTY
<br /> EVENLY ON ALL SIDES OF STRUCTURES TO PREVENT EVEN DISTRIBUTION AND SHALL BECITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> REQUIRED ELEVATIONS AND UNIFORMLY ALONG SITE PREPARATION (31 11 00): FREE OF NOXIOUS WEEDS. BOULDERS, ANY REMAINING PAVING, AND OWNER. KEEP HAULING ROUTES CLEAN AND STANDARDS AND SPECIFICATIONS FOR
<br /> 3.5.2. WOOD MULCH: WEED FREE WOOD CHIPS OR THE LIKE, AS WELL AS OTHER UNSUITABLE FREE OF ANY DEBRIS RESULTING FROM WORK DEVELOPMENT SECTION, 3-14
<br /> THE FULL LENGTH OF EACH STRUCTURE. MATERIALS. OF THIS SECTION.
<br /> 11.3. COMPACT SOIL MATERIALS TO NOT LESS THAN 1. DESCRIPTION HOG FUEL
<br /> THE FOLLOWING PERCENTAGES OF MAXIMUM DRY 1.1. CONSTRUCT EROSION AND SEDIMENTATION 3.5.3. HYDRAULIC MULCH: WEYERHAEUSER 7.1.3. EXCAVATE THESE MATERIALS TO NOT LESS
<br /> CONTROL CLEAR AND GRUB SITE AS INDICATED. CELLULOSE WOOD FIBER MULCH OR THAN 4" BELOW EXISTING GRADE AT AREAS CONCRETE PAVING (32 13 16)
<br /> UNIT WEIGHT ACCORDING TO ASTM D 698: TO BE OCCUPIED BY ASPHALT OR STOCKPILING (31 14 00):
<br /> 11.3.1. UNDER STRUCTURES, BUILDING SLABS, SAVE AND PROTECT FROM HARM ANY TREES APPROVED EQUAL 1. CEMENT CONCRETE DRIVEWAY (COE 3-19):
<br /> STEPS AND PAVEMENTS, SCARIFY AND AND OTHER ELEMENTS SELECTED TO REMAIN. 3.5.4. COMPOST MULCH FOR COMPOST BLANKET CONCRETE AND NOT LESS THAN 8" BELOW 1.1. CEMENT CONCRETE DRIVEWAYS SHALL BE
<br /> REMOVE FROM AREA TO BE CLEARED ALL OTHER SHALL BE MEDIUM COMPOST PER WSDOT EXISTING GRADE AT SHRUB AREAS. 1. SUBMITTALS
<br /> RECOMPACT TOP 12 INCHES OF EXISTING INSTALLED PER CITY OF EVERETT DESIGN AND
<br /> SUBGRADE AND EACH LAYER OF BACKFILL GROWTH UNLESS OTHERWISE INDICATED OR 9-14.4(8). 7.1.4. USE ONLY HAND METHODS FOR GRUBBING 1.1. STOCKPILE MANAGEMENT PLAN: EXTENT AND CONSTRUCTION STANDARDS AND SPECIFICATIONS
<br /> OR FILL SOIL MATERIAL AT 95 PERCENT. DIRECTED. REMOVE PAVING, SLABS, WALKS AND 3.6. WATER: THE CONTRACTOR SHALL MAKE, AT THE INSIDE THE DRIPLINE OF TREES WITH HEIGHTS AND LOCATION OF STOCKPILES FOR FOR DEVELOPMENT, SECTION 3-19
<br /> UTILITY LINES AS REQUIRED TO COMPLETE WORK GREATER THAN 10 FOOT RADIUS OR THE THE FOLLOWING AND PER CRITERIA ESTABLISHED
<br /> 11.3.2. UNDER WALKWAYS, SCARIFY AND CONTRACTOR'S EXPENSE, WHATEVER 2. CURB AND GUTTER (COE 3-18:
<br /> AS INDICATED ON PLANS AND AS DIRECTED BY DRIP LINE OF TREES INDICATED TO BE LEFT IN THIS SECTION: )
<br /> RECOMPACT TOP 6 INCHES BELOWARRANGEMENTS MAY BE NECESSARY TO ENSURE STANDING. 1.1.1. TOPSOIL MIXED WITH SOD AND TOPSOIL 2.1. CURB AND GUTTER SHALL BE INSTALLED PER
<br /> SUBGRADE AND COMPACT EACH LAYER OF OWNER'S REPRESENTATIVE. CONFER WITH AN ADEQUATE SUPPLY OF WATER REQUIRED FOR
<br /> BACKFILL OR FILL SOIL MATERIAL AT 92 OWNER'S REPRESENTATIVE BEFORE STARTING EROSION CONTROL. THE CONTRACTOR SHALL 8. SITE IMPROVEMENT REMOVALS FROM EXISTING PLANTER BEDS OR PLANTED CITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> PERCENT. WORK. FURNISH ALL NECESSARY EQUIPMENT FOR THE 8.1. CARE SHALL BE TAKEN IN REMOVING PAVEMENT, AREAS. STANDARDS AND SPECIFICATIONS FOR
<br /> 11.3.3. UNDER LAWN OR UNPAVED AREAS, SCARIFY 2. EXISTING CONDITIONS ADEQUATE IRRIGATION OF PLANTED AREAS AS STRUCTURES, AND ALL ITEMS TO BE REMOVED 1.1.2. IDENTIFY TYPES, SIZES AND MODELS OF DEVELOPMENT, SECTION 3-18
<br /> AND RECOMPACT TOP 6 INCHES BELOW 2.1. PROTECTION OF EXISTING IMPROVEMENTS: REQUIRED TO COMPLETE THE WORK AS SO THAT DAMAGE DOES NOT OCCUR TO EQUIPMENT REQUIRED FOR STOCKPILE 3. PAVEMENT PATCHING (COE 3-14):
<br /> SUBGRADE AND COMPACT EACH LAYER OF PROVIDE, ERECT AND MAINTAIN BARRICADES, SPECIFIED. EXISTING PAVEMENT, CHAIN LINK OR WOOD MANAGEMENT. 3.1. PAVEMENT PATCHING SHALL BE INSTALLED PER
<br /> BACKFILL OR FILL SOIL MATERIAL AT 85 COVERINGS OR OTHER TYPES OF PROTECTION 3.7. TIRE AND CONCRETE WASH: SHALL BE PER CITY FENCES, OR IRRIGATION LINES THAT ARE TO 2. PERFORMANCE REQUIREMENTS CITY OF EVERETT DESIGN AND CONSTRUCTION
<br /> TOREMAIN IN PLACE. MAKE A NEAT VERTICAL SAW 2.1. STOCKPILE THE FOLLOWING MATERIAL ON SITE STANDARDS AND SPECIFICATIONS FOR
<br /> PERCENT. TREESEESSARY TOT PRO REMAIN INNE PLACE.EXISTING OF EVERETT. CUT AT THE BOUNDARIES OF THE AREA TO BE TO MEET THE QUANTITIES REQUIRED FOR THE DEVELOPMENT SECTION, 3-14.
<br /> 11.3.4. FOR UTILITY TRENCHES, COMPACT EACH INDICATED TO 4. EXECUTION REMOVED. SCOPE OF WORK. REMOVE MATERIAL FROM THE
<br /> a LAYER OF INITIAL AND FINAL BACKFILL SOIL RESTORE ANY IMPROVEMENTS DAMAGED BY THIS 4.1. CONSTRUCTION ACCESS AND ROADWAY
<br /> N WORK TO THEIR ORIGINAL CONDITION AS 8.2. COMPLETELY REMOVE AND DISPOSE OF SITE IN EXCESS OF THE REQUIRED QUANTITIES
<br /> MATERIAL AT 85 PERCENT. MANAGEMENT PAVEMENT MARKINGS (32 17 23):
<br /> ACCEPTABLE TO OWNER. PAVEMENT, FENCES, AND OTHER OBSTRUCTIONS NECESSARY TO COMPLETE THE SCOPE OF
<br /> 12.GRADING 4.1.1. MINIMIZE THE TRACKING OF DIRT, MUD AND IN AREAS TO BE CLEARED. PAVEMENTS WORK.
<br /> 2.2. CONTACT UTILITY COMPANIES AND REQUEST
<br /> 12.1. GENERAL: UNIFORMLY GRADE AREAS TO A DEBRIS ONTO THE PAVED ROADWAY. DESIGNATED FOR REMOVAL SHALL BE BROKEN 2.2. STOCKPILE: 1. REFERENCES
<br /> METER READINGS, UTILITY CUTOFFS, AND METER UP, LOADED, AND DISPOSED OF BY 1.1. WSDOT - STANDARD SPECIFICATIONS FOR ROAD,
<br /> SMOOTH SURFACE, FREE OF IRREGULAR PROVIDE, INSTALL, MAINTAIN AND REMOVE
<br /> AND LINE REMOVALS. VERIFY THAT ALL ( ) CONTRACTOR. 2.2.1. PRODUCE SOIL FOR HYDROSEEDING MEETING BRIDGE AND MUNICIPAL CONSTRUCTION, 2014;
<br /> N SURFACE CHANGES. COMPLY WITH COMPACTION TEMPORARY CONSTRUCTION EXIT(S). IF DIRT,
<br /> 0 REQUIREMENTS AND GRADE TO CROSS APPROPRIATE SERVICES HAVE BEEN MUD AND DEBRIS ARE TRANSPORTED ONTO THE REQUIREMENTS OF SECTION 32 93 00 WASHINGTON STATE DEPARTMENT OF
<br /> m SECTIONS, LINES AND ELEVATIONS INDICATED. DISCONNECTED. CONTRACTOR SHALL PAY FOR A ROAD SURFACE, CLEAN THE ROADS 8.3. WHEN REMOVING PAVEMENT UNDER TREES DO BY TIME OF PLANTING. SCREEN STOCKPILE TRANSPORTATION. STANDARD PLANS, CURRENT
<br /> ALL FEES AND COSTS ASSOCIATED WITH UTILITY NOT DISTURB GRAVEL, SUBGRADE OR ROOTS. PRIOR TO INSTALLATION TO REMOVE
<br /> 0 12.2. SITE GRADING: SLOPE GRADES TO DIRECT WATER THOROUGHLY, AT A MINIMUM AT THE END EQUIPMENT SHALL COMPLETE PAVEMENT EDITION.
<br /> N DISCONNECTS, CAPPING, LINE AND METER AGGREGATES 1"AND LARGER.
<br /> AWAY FROM BUILDINGS AND TO PREVENT OF EACH DAY OR AS DIRECTED BY THE REMOVAL WHILE ON PAVEMENT. 1.2. THE CITY OF EVERETT DESIGN AND
<br /> REMOVALS. 3. TOP SOIL
<br /> o PONDING. FINISH SUBGRADES TO REQUIRED OWNER'S REPRESENTATIVE AND CITY 8.4. ADJACENT MATERIALS DESIGNATED TO REMAIN CONSTRUCTION STANDARDS AND SPECIFICATIONS
<br /> 3 2.3. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT 3.1. ORGANIC-RICH TOP LAYER OF NATIVE SOIL
<br /> v ELEVATIONS WITHIN THE FOLLOWING TOLERANCES: INSPECTOR. THAT ARE DAMAGED BY THE CONTRACTOR DUE FOR DEVELOPMENT, MARCH 2012
<br /> PRIOR NOTICE. REVIEW RECORDS OF THE ONLY IS TO BE STOCKPILED MIXED WITH SOD.
<br /> 6 12.2.1. LAWN OR UNPAVED AREAS: PLUS OR EXISTING UNDERGROUND UTILITIES. CALL UTILITY 4.1.2. REMOVE DIRT, MUD AND DEBRIS FROM TO CONTRACTOR'S OPERATIONS SHALL BE2. PAINT
<br /> n. MINUS 1 INCH. ROAD BY SHOVELING OR SWEEPING, AND TOP 4 INCHES MIXED WITH SOD, FOREST DUFF
<br /> LOCATION SERVICE (800) 424-5555 FOR REPLACED AT NO ADDITIONAL COST TO OWNER. OR MULCH SHALL BE USED AS A SOURCE FOR
<br /> n
<br /> LTRAN12.2.2. WALKS: PLUS OR MINUS 1 INCH. UTILITY LOCATION. AVOID DAMAGE TO THESE 8.5. SPRINKLE EXCAVATED MATERIAL AND ACCESS SOIL FOR HYDROSEEDING.
<br /> SPORT TO AN APPROPRIATE DISPOSAL
<br /> i 12.2.3. PAVEMENTS: PLUS OR MINUS INCH. FACILITIES AND RESTORE ALL DAMAGED UTILITIES AREA• DO NOT USE WATER TO WASH ROADS WITH WATER AS NECESSARY TO LIMIT
<br /> I 1/2 IMPERVIOUS SURFACES OR AREAS DURING 3.1.1. SOD PIECES NOT TO EXCEED 4" X 4".
<br /> 13.FILL AND BASE COURSES AT CONTRACTOR'S EXPENSE. CONSTRUCT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT
<br /> a CONSTRUCTION. USE VACUUM SWEEPERS USE WATER TO THE EXTENT THAT FLOODING,
<br /> 13.1. PLACE FILL AND BASE COURSE ON SUBGRADES TEMPORARY EROSION AND SEDIMENTATION WITH DUST SUPPRESSION AS FREQUENTLY IF SHEET IS LESS THAN 22x34
<br /> a FREE OF MUD, FROST, SNOW OR ICE. CONTROL PLAN IN ACCORDANCE WITH THE CITY AS DEEMED NECESSARY BY THE OWNER'S CONTAMINATED RUNOFF, OR ICING OCCURS. REDUCE SCALES ACCORDINGLY
<br /> PROJECT ENGINEER: SCALE:
<br /> • CASCADE APPROVED ad d E. SCHMIDT NO SCALE PORT OF EVERETT DWG. NO. L3.02
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<br /> P.O. BOX 538 ReveciED NO. PA-SM-2016-03
<br /> °a 1402 3D Ave.,Sufte 415,Seattle,WA 98101 o 2/15/16 TAPPROVED BY
<br /> SOUTH MARINA PLAZA
<br /> EVERETT, WA 98206 ';OR
<br /> / (425) 259-3164 (206)628-91331 cascededesbnoollab.com CITY OF CWEfi T tE` IHNED -OR PERMI- SS' SPECIFICATION NOTES
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