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TEMPORARY FACILITIES AND CONTROLS (01 50 00): 4.1.3. DIMENSIONS: 12787 TOP SMOOTHED AND SHAPED TO SHED WATER. REIN ORCEMENT. TRIM BOTTOMS TO REQUIRED 11.3.1. UNDER STRUCTURES, BUILDING SLABS, CONTROL. CLEAR AND GRUB SITE AS
<br /> 4.1.4. GATES: DOUBLE-SWING GATE, TWO 6' 5.6. PIPE SLEEVES: USE STEEL PIPE SLEEVES LINES AND GRADES TO LEAVE SOLID BASE TO STEPS, AND PAVEMENTS, SCARIFY AND INDICATED. SAVE AND PROTECT FROM HARM
<br /> 1. EROSION CONTROL AND WATER POLLUTION LEAVES PRESET AND ANCHORED INTO CONCRETE FOR RECEIVE OTHER WORK. RECOMPACT TOP 12 INCHES OF EXISTING ANY TREES AND OTHER ELEMENTS SELECTED
<br /> CONTROL (WSDOT 8-01): 4.1.5. QUANTITY: AS SHOWN ON PLANS INSTALLING POSTS. AFTER POSTS HAVE BEEN 5. EXCAVATION FOR WALKS AND PAVEMENTS SUBGRADE AND EACH LAYER OF BACKFILL TO REMAIN. REMOVE, FROM AREA TO BE
<br /> 1.1. SUBMITTALS 4.1.6. COLOR: GALVANIZED INSERTED INTO SLEEVES, FILL ANNULAR SPACE 5.1. EXCAVATE SURFACES UNDER WALKS AND OR FILL SOIL MATERIAL AT 95 PERCENT. CLEARED, ALL OTHER GROWTH UNLESS
<br /> 1.1.1. SUBMIT PROOF OF CERTIFICATION FOR 4.1.7. MANUFACTURER: AMETCO MANUFACTURING BETWEEN POST AND SLEEVE WITH PAVEMENTS TO INDICATED LINES, CROSS 11.3.2. UNDER WALKWAYS, SCARIFY AND OTHERWISE INDICATED OR DIRECTED. REMOVE
<br /> THE CESCL. CORPORATION (800) 321-7042 NON-SHRINK, NONMETALLIC GROUT OR SECTIONS, ELEVATIONS, AND SUBGRADES. RECOMPACT TOP 6 INCHES BELOW PAVING, SLABS, WALKS, AND UTILITY LINES AS
<br /> 1.1.2. CONSTRUCTION STORMWATER POLLUTION 4.2. BENCHES: ANCHORING CEMENT, MIXED AND PLACED TO 6. SUBGRADE INSPECTION SUBGRADE AND COMPACT EACH LAYER OF REQUIRED TO COMPLETE WORK, AS INDICATED
<br /> PREVENTION PLAN (CSWPPP): 4.2.1. PRODUCT: PLAINWELL BENCH, NO CENTER COMPLY WITH ANCHORING MATERIAL 6.1. PROOF-ROLL SUBGRADE BELOW PAVEMENTS BACKFILL OR FILL SOIL MATERIAL AT 92 ON PLANS AND AS DIRECTED BY OWNER'S
<br /> CONTRACTOR SHALL PROVIDE A ARM, OR APPROVED EQUAL MANUFACTURER'S WRITTEN INSTRUCTIONS, WITH WITH HEAVY PNEUMATIC-TIRED EQUIPMENT TO PERCENT. REPRESENTATIVE. REFER TO IRRIGATION
<br /> SITE-SPECIFIC CSWPPP. CONTRACTOR'S 4.2.2. LENGTH: 72 INCHES TOP SMOOTHED AND SHAPED TO SHED WATER. IDENTIFY SOFT POCKETS AND AREAS OF 11.3.3_ UNDER LAWN OR UNPAVED AREAS, SECTION 32 80 00 FOR PROTECTION OF
<br /> CSWPPP SHALL MEET THE MINIMUM 4.2.3. SURFACE MOUNTED EXCESS YIELDING. DO NOT PROOF-ROLL WET SCARIFY AND RECOMPACT TOP 6 INCHES IRRIGATION TO REMAIN. CONFER WITH OWNER'S
<br /> REQUIREMENTS OF THE CITY OF EVERETT 4.2.4. MATERIAL: ALUMINUM EARTHWORK (31 00 00): OR SATURATED SUBGRADES. BELOW SUBGRADE AND COMPACT EACH REPRESENTATIVE BEFORE STARTING WORK.
<br /> STORMWATER MANAGEMENT MANUAL. 4.2.5. QUANTITY: AS SHOWN ON PLANS 6.2. RECONSTRUCT SUBGRADES DAMAGED BY LAYER OF BACKFILL OR FILL SOIL 2. EXISTING CONDITIONS
<br /> 1.2. EROSION CONTROL AND WATER POLLUTION 4.2.6. COLOR: BLACK POWDER COATED 1. SOIL MATERIALS FREEZING TEMPERATURES, FROST, RAIN, MATERIAL AT 85 PERCENT. 2.1. PROTECTION OF EXISTING IMPROVEMENTS:
<br /> CONTROL SHALL BE INSTALLED PER WSDOT 4.2.7. MANUFACTURER: LANDSCAPE FORMS (800) 1.1. GENERAL: PROVIDE BORROW SOIL MATERIALS ACCUMULATED WATER, OR CONSTRUCTION 11.3.4. FOR UTILITY TRENCHES, COMPACT EACH PROVIDE, ERECT AND MAINTAIN BARRICADES,
<br /> STANDARD SPECIFICATIONS, SECTION 8-01. 430-6209 WHEN SUFFICIENT SATISFACTORY SOIL ACTIVITIES, AS DIRECTED BY OWNER, WITHOUT LAYER OF INITIAL AND FINAL BACKFILL COVERINGS, OR OTHER TYPES OF PROTECTION
<br /> SEE RELATED SECTION 31 11 00 "SITE 4.3. PICNIC TABLES: MATERIALS ARE NOT AVAILABLE FROM ADDITIONAL COMPENSATION. SOIL MATERIAL AT 85 PERCENT. NECESSARY TO PREVENT DAMAGE TO EXISTING
<br /> PREPARATION." 4.3.1. PRODUCT: GRETCHEN PICNIC TABLE, NO EXCAVATIONS. 7. UNAUTHORIZED EXCAVATION 12. GRADING TREES INDICATED TO REMAIN IN PLACE.
<br /> UMBRELLA HOLE, OR APPROVED EQUAL 1.2. SATISFACTORY SOILS: ASTM D 2487 SOIL 7.1. FILL UNAUTHORIZED EXCAVATION UNDER 12.1. GENERAL: UNIFORMLY GRADE AREAS TO A RESTORE ANY IMPROVEMENTS DAMAGED BY
<br /> 4.3.2. SURFACE MOUNTED CLASSIFICATION GROUPS GW, GP, GM, SW, SP, FOUNDATIONS OR WALL FOOTINGS BY SMOOTH SURFACE, FREE OF IRREGULAR THIS WORK TO THEIR ORIGINAL CONDITION, AS
<br /> SITE FURNISHINGS (12 93 00): AND SM, OR A COMBINATION OF THESE EXTENDING BOTTOM ELEVATION OF CONCRETE SURFACE CHANGES. COMPLY WITH COMPACTION ACCEPTABLE TO OWNER.
<br /> 4.3.3. QUANTITY: AS SHOWN ON PLANS GROUPS; FREE OF ROCK OR GRAVEL LARGER FOUNDATION OR FOOTING TO EXCAVATION REQUIREMENTS AND GRADE TO CROSS 2.2. CONTACT UTILITY COMPANIES AND REQUEST
<br /> 4.3.4. COLOR, MATERIALS: BLACK POLYSITE THAN 3 INCHES IN ANY DIMENSION, DEBRIS, METER READINGS, UTILITY CUTOFFS, AND
<br /> 1. SUBMITTALS BOTTOM, WITHOUT ALTERING TOP ELEVATION. SECTIONS, LINES, AND ELEVATIONS INDICATED.
<br /> 4.3.5. COLOR, METAL COMPONENTS: POWDER WASTE FROZEN MATERIALS, VEGETATION, AND METER AND LINE REMOVALS. VERIFY THAT
<br /> 1.1. PRODUCT DATA: FOR EACH PRODUCT LEAN CONCRETE FILL, WITH 28-DAY 12.2. SITE GRADING: SLOPE GRADES TO DIRECT
<br /> INDICATED WITH CONSTRUCTION DETAILS, COAT "STEEL" STANDARD FINISH OTHER DELETERIOUS MATTER. COMPRESSIVE STRENGTH OF 2500 PSI, MAY WATER AWAY FROM BUILDINGS AND TO ALL APPROPRIATE SERVICES HAVE BEEN
<br /> MATERIAL DESCRIPTIONS, DIMENSIONS S, 4.3.6. MANUFACTURER: LANDSCAPE FORMS (800) 1.3. UNSATISFACTORY SOIL DEFINITIONS: BE USED WHEN APPROVED BY OWNER. PREVENT PONDING. FINISH SUBGRADES TO DISCONNECTED. CONTRACTOR SHALL PAY FOR
<br /> INDIVIDUAL COMPONENTS AND PROFILES, 430-6209 1.3.1. SOIL CLASSIFICATION GROUPS GC, SC, CL, 7.2. FILL UNAUTHORIZED EXCAVATIONS UNDER REQUIRED ELEVATIONS WITHIN THE FOLLOWING ALL FEES AND COSTS ASSOCIATED WITH
<br /> FINISHES, FIELD-ASSEMBLY REQUIREMENTS, 4.4. SHADE SYSTEMS: ML, OL, CH, MH, OH, AND PT ACCORDING OTHER CONSTRUCTION OR UTILITY PIPE AS TOLERANCES: UTILITY DISCONNECTS, CAPPING, LINE AND
<br /> AND INSTALLATION DETAILS. PROVIDE 4.4.1. PRODUCT: SHADE KITE, 20'x20', OR TO ASTM D 2487, OR A COMBINATION OF DIRECTED BY OWNER. 12.2.1. LAWN OR UNPAVED AREAS: PLUS OR METER REMOVALS.
<br /> MANUFACTURER'S CUT SHEET FOR RECYCLING APPROVED EQUAL THESE GROUPS. 8. STORAGE OF SOIL MATERIALS MINUS 1 INCH. 2.3. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT
<br /> SIGNAGE ON RECYCLING CONTAINERS. 4.4.2. HEIGHT: 8' AND 16' 1.3.2. FORMERLY SATISFACTORY SOILS NOT 8.1. STOCKPILE BORROW SOIL MATERIALS AND 12.2.2. WALKS: PLUS OR MINUS 1 INCH. PRIOR NOTICE. REVIEW RECORDS OF THE
<br /> 1.2. SAMPLES FOR INITIAL SELECTION: FOR UNITS 4.4.3. QUANTITY: AS SHOWN ON PLANS MAINTAINED WITHIN 2 PERCENT OF EXCAVATED SATISFACTORY SOIL MATERIALS 12.2.3. PAVEMENTS: PLUS OR MINUS 1/2 INCH. EXISTING UNDERGROUND UTILITIES. CALL
<br /> WITH FACTORY-APPLIED COLOR FINISHES. 4.4.4. COLOR, POLES: POWDER COAT BLUE OPTIMUM MOISTURE CONTENT AT TIME OF WITHOUT INTERMIXING. PLACE, GRADE, AND 13. FILL AND BASE COURSES UTILITY LOCATION SERVICE (800) 424-5555
<br /> 1.3. PRODUCT SCHEDULE W/ SAME DESIGNATIONS STREAK COMPACTION. SHAPE STOCKPILES TO DRAIN SURFACE WATER. 13.1. PLACE FILL AND BASE COURSE ON FOR UTILITY LOCATION. AVOID DAMAGE TO
<br /> INDICATED ON DRAWINGS. 4.4.5. COLOR, COOLNET CANOPY: EGGSHELL 1.4. TOPSOIL: SHALL BE AS SPECIFIED IN SECTION COVER TO PREVENT WINDBLOWN DUST. SUBGRADES FREE OF MUD, FROST, SNOW, OR THESE FACILITIES AND RESTORE ALL DAMAGED
<br /> 1.4. MAINTENANCE DATA TO INCLUDE IN WHITE AND FOREST GREEN 32 91 00. 8.2. STOCKPILE SOIL MATERIALS AWAY FROM EDGE ICE. UTILITIES AT CONTRACTOR'S EXPENSE.
<br /> MAINTENANCE MANUALS. 4.4.6. MANUFACTURER: SHADE SYSTEMS INC. 1.5. ENGINEERED FILL: SHALL BE AS SPECIFIED IN OF EXCAVATIONS. DO NOT STORE WITHIN 13.2. ON PREPARED SUBGRADE, PLACE FILL AND CONSTRUCT TEMPORARY EROSION AND
<br /> 2. EXTRA MATERIALS (800) 609-6066 WSDOT STANDARD SPECIFICATIONS FOR ROAD, DRIP LINE OF REMAINING TREES. BASE COURSE UNDER PAVEMENTS AND WALKS SEDIMENTATION CONTROL PLAN IN
<br /> 2.1. FURNISH EXTRA MATERIALS DESCRIBED BELOW 4.5. DRAIN COVERS: BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST 9. SOIL FILL AS FOLLOWS: ACCORDANCE WITH THE CITY OF EVERETT
<br /> THAT MATCH PRODUCTS INSTALLED AND THAT 4.5.1. PRODUCT: STANDARD A.D.A. DRAIN COVER EDITION, SECTION 9-03.9(3) CRUSHED 9.1. PLOW, SCARIFY, BENCH, OR BREAK UP 13.2.1. SHAPE FILL AND BASE COURSE TO STORMWATER MANAGEMENT MANUAL, MOST
<br /> ARE PACKAGED WITH PROTECTIVE COVERING 4.5.2. MATERIAL: 100% RECYCLED GREY IRON SURFACING BASE COURSE. SLOPED SURFACES STEEPER THAN 1 VERTICAL REQUIRED CROWN ELEVATIONS AND RECENT EDITION. MAINTAIN PATH AND
<br /> FOR STORAGE AND IDENTIFIED WITH LABELS 4.5.3. SIZE: TO MATCH EXISTING, FIELD VERIFY 2, PREPARATION TO 4 HORIZONTAL SO FILL MATERIAL WILL CROSS-SLOPE GRADES. PARKING LOT DRAINS AND SEWER OPENINGS
<br /> DESCRIBING CONTENTS. SIZE 2.1. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, BOND WITH EXISTING MATERIAL. 13.2.2. COMPACT FILL AND BASE COURSE AT FOR FREE DRAINAGE. PROVIDE INLET
<br /> 2.1.1. ANCHORS: ONE SET FOR EACH TYPE OF 4.5.4. QUANTITY: AS SHOWN ON PLANS PAVEMENTS, AND OTHER FACILITIES FROM 9.2• PLACE AND COMPACT FILL MATERIAL IN OPTIMUM MOISTURE CONTENT TO PROTECTION AT ALL EXISTING CATCH BASINS
<br /> SITE FURNISHING. 4.5.5. COLOR: RAW NATURAL FINISH DAMAGE CAUSED BY SETTLEMENT, LATERAL LAYERS TO REQUIRED ELEVATIONS AS REQUIRED GRADES, LINES, CROSS ON SITE AND IMMEDIATELY DOWNSTREAM OF
<br /> 3. MATERIALS, GENERAL 4.5.6. MANUFACTURER: URBAN ACCESSORIES, MOVEMENT, UNDERMINING, WASHOUT, AND FOLLOWS: SECTIONS, AND THICKNESS TO NOT LESS WORK AREA AND IN WORK ALL AREAS.
<br /> 3.1. ANCHORS, FASTENERS, FITTINGS, AND INC. (877) 487-0488 OTHER HAZARDS CREATED BY EARTHWORK 9.2.1. UNDER GRASS AND PLANTED AREAS, USE THAN 95 PERCENT OF MAXIMUM DRY UNIT 2,4. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC
<br /> HARDWARE: MANUFACTURER'S STANDARD, 5. INSTALLATION, GENERAL OPERATIONS. SATISFACTORY SOIL MATERIAL (SUBGRADE WEIGHT ACCORDING TO ASTM D 698. ROUTES:
<br /> CORROSION-RESISTANT-COATED OR 5.1. COMPLY WITH MANUFACTURER'S WRITTEN 2.2. PREPARATION OF SUBGRADE FOR EARTHWORK ONLY). 14. FIELD QUALITY CONTROL 2.4.1. ENSURE MINIMUM INTERFERENCE WITH
<br /> NON-CORRODIBLE MATERIALS; COMMERCIAL INSTALLATION INSTRUCTIONS, UNLESS MORE OPERATIONS INCLUDING REMOVAL OF 9.2.2. UNDER WALKS AND PAVEMENTS, USE 14.1. TESTING AGENCY: OWNER WILL ENGAGE A PATHS, STREETS, PARKING LOTS, AND
<br /> QUALITY; TAMPERPROOF, VANDAL AND THEFT STRINGENT REQUIREMENTS ARE INDICATED. VEGETATION, TOPSOIL, DEBRIS, OBSTRUCTIONS, SATISFACTORY SOIL MATERIAL, EXCEPT AS QUALIFIED INDEPENDENT GEOTECHNICAL ADJACENT FACILITIES.
<br /> RESISTANT; CONCEALED, RECESSED, AND COMPLETE FIELD ASSEMBLY OF SITE AND DELETERIOUS MATERIALS FROM GROUND NOTED BELOW. ENGINEERING TESTING AGENCY TO PERFORM 2,4,2, DO NOT CLOSE OR OBSTRUCT STREETS,
<br /> CAPPED OR PLUGGED. PROVIDE AS REQUIRED FURNISHINGS, WHERE REQUIRED. SURFACE IS SPECIFIED IN SECTION 31 11 DO 9.2.3. UNDER STEPS AND RAMPS, USE FIELD QUALFTY-CONTROL TESTING. CONTRACTOR PATHS, OR PASSAGEWAYS WITHOUT
<br /> FOR SITE FURNISHINGS' ASSEMBLY, MOUNTING, 5.2. INSTALL SITE FURNISHINGS: "SITE PREPARATION." ENGINEERED FILL TO INFORM PORT 48 HOURS IN ADVANCE OF PERMISSION FROM AUTHORITIES HAVING
<br /> AND SECURE ATTACHMENT. 5.2.1. AFTER LANDSCAPING AND PAVING HAVE 2.3. PROTECT AND MAINTAIN EROSION AND 9.2.4. UNDER CONCRETE PAVEMENT AT SHADE INSPECTION FOR SCHEDULING PURPOSES. JURISDICTION.
<br /> 3.1.1. ANGLE ANCHORS: FOR INCONSPICUOUSLY BEEN COMPLETED. SEDIMENTATION CONTROLS, WHICH ARE SYSTEM, USE ENGINEERED FILL. 14.2. ALLOW TESTING AGENCY TO INSPECT AND TEST 2.5. IF REQUIRED BY GOVERNING AUTHORITIES,
<br /> BOLTING LEGS OF SITE FURNISHINGS TO 5.2.2. ONLY AFTER PRODUCTS AND LOCATIONS SPECIFIED IN SECTION 31 11 00 "SITE 9.3. TOPSOIL PLACEMENT PER SECTION 32 91 00. SUBGRADES AND EACH FILL OR BACKFILL PROVIDE ALTERNATE ROUTES AROUND CLOSED
<br /> ON-GRADE SUBSTRATE; ONE PER LEG. HAVE BEEN APPROVED ON-SITE BY10. SOIL MOISTURE CONTROL LAYER. PROCEED WITH SUBSEQUENT OR OBSTRUCTED TRAFFIC WAYS.
<br /> 3.1.2. ANTITHEFT HOLD-DOWN BRACKETS: FOR OWNER'S REP. PREPARATION.' DURING EARTHWORK 10.1. UNIFORMLY MOISTEN OR AERATE SUBGRADE EARTHWORK ONLY AFTER TEST RESULTS FOR
<br /> OPERATIONS. 2.6. OBJECTIONABLE NOISES: LIMB USE OF AIR
<br /> SECURING SITE FURNISHINGS TO 5.3. INSTALL SITE FURNISHINGS LEVEL, PLUMB, 3. EXCAVATION AND EACH SUBSEQUENT FILL OR BACKFILL PREVIOUSLY COMPLETED WORK COMPLY WITH HAMMERS AND OTHER NOISY EQUIPMENT AS
<br /> SUBSTRATE; TWO PER UNIT. TRUE, AND SECURELY ANCHORED AT 3.1. UNCLASSIFIED EXCAVATION: EXCAVATE TO SOIL LAYER BEFORE COMPACTION TO WITHIN 2 REQUIREMENTS. MUCH AS POSSIBLE. CONFORM WITH LOCAL
<br /> 3.2. NON-SHRINK, NONMETALLIC GROUT: LOCATIONS INDICATED ON DRAWINGS AND AS SUBGRADE ELEVATIONS REGARDLESS OF THE PERCENT OF OPTIMUM MOISTURE CONTENT. 14.3. FOOTING SUBGRADE: AT FOOTING SUBGRADES, GOVERNING REQUIREMENTS REGARDING NOISE
<br /> PREMIXED, FACTORY-PACKAGED, DIRECTED BY OWNER'S REP AND OWNER. CHARACTER OF SURFACE AND SUBSURFACE 10.1.1. DO NOT PLACE BACKFILL OR FILL SOIL AT LEAST ONE TEST OF EACH SOIL STRATUM CONTROL
<br /> NON-STAINING, NON-CORROSIVE, NONGASEOUS 5.4. POST SETTING: SET CAST-IN SUPPORT POSTSCONDITIONS ENCOUNTERED. UNCLASSIFIED MATERIAL ON SURFACES THAT ARE MUDDY, WILL BE PERFORMED TO VERIFY DESIGN 3. PRODUCTS
<br /> GROUT COMPLYING WITH ASTM C 1107. IN CONCRETE FOOTING WITH SMOOTH TOP, FROZEN, OR CONTAIN FROST OR ICE. BEARING CAPACITIES. SUBSEQUENT 3.1. FILTER FABRIC: FILTER FABRIC FENCE SHALL
<br /> EXCAVATED MATERIALS MAY INCLUDE ROCK,
<br /> a PROVIDE GROUT, RECOMMENDED IN WRITING SHAPED TO SHED WATER. PROTECT PORTION 10.1.2. REMOVE AND REPLACE, IS SCARIFY AND VERIFICATION AND APPROVAL OF OTHER BE MIRAFI 500X OR APPROVED EQUIVALENT.
<br /> SOIL MATERIALS, AND OBSTRUCTIONS. NO
<br /> � BY MANUFACTURER, FOR EXTERIOR OF POSTS ABOVE FOOTING FROM CONCRETE CHANGES IN THE CONTRACT SUM OR THE AIR DRY OTHERWISE SATISFACTORY SOIL FOOTING SUBGRADES MAY BE BASED ON A 3.2. INLET PROTECTION: CATCH BASIN INSERTS
<br /> _ APPLICATIONS. SPLATTER. VERIFY THAT POSTS ARE SET MATERIAL THAT EXCEEDS OPTIMUM VISUAL COMPARISON OF SUBGRADE WITH SHALL BE "SILTSACK" BY ATLANTIC
<br /> 3.3. EROSION-RESISTANT ANCHORING CEMENT: CONTRACT TIME WILL BE AUTHORIZED FOR MOISTURE CONTENT BY 2 PERCENT AND TESTED SUBGRADE WHEN APPROVED BY
<br /> PLUMB OR AT CORRECT ANGLE AND ARE ROCK EXCAVATION OR REMOVAL OF CONSTRUCTION FABRICS, INC., 800/448-3636,
<br /> of FACTORY-PACKAGED, NON-SHRINK, ALIGNED AND AT CORRECT HEIGHT AND IS TOO WET TO COMPACT TO SPECIFIED OWNER. OR APPROVED EQUIVALENT. INSERT SHALL BE
<br /> NON-STAINING, HYDRAULIC-CONTROLLED OBSTRUCTIONS. DRY UNIT WEIGHT. 14.4. TESTING AGENCY WILL TEST COMPACTION
<br /> 0 SPACING. HOLD POSTS IN POSITION DURING 3.2. CONTRACTOR SHALL BE RESPONSIBLE FOR APPROPRIATELY SIZED FOR THE STRUCTURE IN
<br /> o EXPANSION CEMENT FORMULATION FOR MIXING PLACEMENT AND FINISHING OPERATIONS UNTIL INSTRUCTING WORKERS RELATED TO SAFETY 11. COMPACTION OF SOIL BACKFILLS AND FILLS OF SOILS IN PLACE ACCORDING TO WHICH IT IS INSTALLED.
<br /> WITH POTABLE WATER AT PROJECT SITE TO 11.1. PLACE BACKFILL AND FILL SOIL MATERIALS IN ASTM D 1556, ASTM D 2167, ASTM D 2922, 3.3. PLASTIC SHEETING: SHALL CONFORM TO
<br /> CONCRETE IS SUFFICIENTLY CURED. SO THAT IN THE EVENT THAT QUESTIONABLE LAYERS NOT MORE THAN 8 INCHES IN LOOSE AND ASTM D 2937, AS APPLICABLE.
<br /> CREATE POUR-ABLE ANCHORING, PATCHING, 5.5. POSTS SET INTO VOIDS IN CONCRETE: FORM MATERIALS, ODORS, OILY SHEEN, ETC. ARE SECTION 9-14.5(3) OF THE WSDOT/APWA
<br /> N AND GROUTING COMPOUND. PROVIDE OR CORE-DRILL HOLES FOR INSTALLING ENCOUNTERED, ALL WORK SHALL STOP AND DEPTH FOR MATERIAL COMPACTED BY HEAVY 14.5. WHEN TESTING AGENCY REPORTS THAT 3.4. STRAW BALES: FOR SEDIMENTATION CONTROL;
<br /> FORMULATION THAT IS RESISTANT TO EROSION POSTS IN CONCRETE TO DEPTH RECOMMENDED THE PORT SHALL BE NOTIFIED IMMEDIATELY COMPACTION EQUIPMENT, AND NOT MORE SUBGRADES, FILLS, OR BACKFILLS HAVE NOT SHALL BE SUN DRIED AND BUNDLED WITH 12
<br /> FROM WATER EXPOSURE WITHOUT NEEDING IN WRITING BY MANUFACTURER OF SffE THAN 4 INCHES IN LOOSE DEPTH FOR ACHIEVED DEGREE OF COMPACTION SPECIFIED,
<br /> 3 3.3. IF EXCAVATED MATERIALS INTENDED FOR FILL GAUGE GALVANIZED STEEL WIRE.
<br /> v PROTECTION BY A SEALER OR WATERPROOF MATERIAL COMPACTED BY HAND-OPERATED SCARIFY AND MOISTEN OR AERATE, OR
<br /> FURNISHINGS AND 3/4 INCH LARGER THAN OD AND BACKFILL INCLUDE UNSATISFACTORY SOIL REMOVE AND REPLACE SOIL TO DEPTH 3.5. MULCH
<br /> COATING AND THAT IS RECOMMENDED IN OF POST. CLEAN HOLES OF LOOSE MATERIAL, MATERIALS AND ROCK, REPLACE WITH TAMPERS. 3.5.1. STRAW MULCH: CLEAN WHEAT, BARLEY,
<br /> % WRITING BY MANUFACTURER FOR EXTERIOR INSERT POSTS, AND FILL ANNULAR SPACE SATISFACTORY SOIL MATERIALS. 11.2• PLACE BACKFILL AND FILL SOIL MATERIALS REQUIRED; RECOMPACT AND RETEST UNTIL OAT, OR RICE STRAW. STRAW SHALL NOT
<br /> I APPLICATIONS. BETWEEN POST AND CONCRETE WITH 4. EXCAVATION FOR STRUCTURES EVENLY ON ALL SIDES OF STRUCTURES TO SPECIFIED COMPACTION IS OBTAINED.
<br /> a 4. SITE FURNISHINGS REQUIRED ELEVATIONS, AND UNIFORMLY ALONG
<br /> NON-SHRINK, NONMETALLIC GROUT OR 4.1. EXCAVATIONS FOR FOOTINGS AND
<br /> 4.1. TRASH ENCLOSURE: THE FULL LENGTH OF EACH STRUCTURE. SITE PREPARATION (31 11 00
<br /> I
<br /> ANCHORING CEMENT, MIXED AND PLACED TO FOUNDATIONS: DO NOT DISTURB BOTTOM OF
<br /> 4.1.1. PRODUCT: SHADOW 100 DESIGN FIXED COMPLY WITH ANCHORING MATERIAL EXCAVATION. EXCAVATE BY HAND TO FINAL 11.3. COMPACT SOIL MATERIALS TO NOT LESS THAN IF SHEET IS LESS THAN 22x34
<br /> a MANUFACTURER'
<br /> LOUVER OR APPROVED EQUAL THE FOLLOWING PERCENTAGES OF MAXIMUM 1. DESCRIPTION
<br /> 4.1.2. MATERIALGALVANIZED CARBON STEEL S WRITTEN INSTRUCTIONS, WITH GRADE JUST BEFORE PLACING CONCRETE DRY UNIT WEIGHT ACCORDING TO ASTM D 698: 1.1. CONSTRUCT EROSION AND SEDIMENTATION REDUCE SCALES ACCORDINGLY
<br /> PROJECT ENGINEER: SCALE: DWG. 'v�.
<br /> CASCADEAPPROVED ansa E. SCHMIDT NO SCALE PORT OF EVERETT L3.01
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