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TEMPORARY FACILITIES AND CONTROLS (01 50 00): 4.1.REMOVE TREES, SHRUBS, AND OTHER VEGETATION REPRESENTATIVE'S RECOMMENDATIONS. 2.1.1. ANCHORS: ONE SET FOR EACH TYPE OF 5.2. INSTALL SITE FURNISHINGS: IS SPECIFIED IN SECTION 31 11 00 "SITE
<br /> TO PERMIT INSTALLATION OF NEW CONSTRUCTION. 6.2.5. PLACE APPROVED MULCH OVER ALL BARE SITE FURNISHING. 5.2.1. AFTER LANDSCAPING AND PAVING HAVE PREPARATION."
<br /> 1. EROSION CONTROL AND WATER POLLUTION 4.1.1. DO NOT REMOVE TREES, SHRUBS, AND SOIL EXPOSED DURING CONSTRUCTION 3. MATERIALS, GENERAL BEEN COMPLETED. 2.3.PROTECT AND MAINTAIN EROSION AND
<br /> CONTROL (WSDOT 8-01): OTHER VEGETATION INDICATED TO REMAIN. ACTIVITY. 3.1.ANCHORS, FASTENERS, FITTINGS, AND HARDWARE: 5.2.2. ONLY AFTER PRODUCTS AND LOCATIONS SEDIMENTATION CONTROLS, WHICH ARE SPECIFIED
<br /> 1.1.SUBMITTALS 4.1.2. TREES, SHRUBS AND OTHER VEGETATION 6.3.REMOVAL OR REPLACEMENT OF DEAD AND MANUFACTURER'S STANDARD, HAVE BEEN APPROVED ON-SITE BY IN SECTION 31 11 00 "SITE PREPARATION."
<br /> 1.1.1. SUBMIT PROOF OF CERTIFICATION FOR LOCATED INSIDE THE TREE PROTECTION DAMAGED TREES REQUIRES OWNER APPROVAL. CORROSION-RESISTANT-COATED OR OWNER'S REP. DURING EARTHWORK OPERATIONS.
<br /> THE CESCL. FENCING ARE TO REMAIN. 6.3.1. REMOVE AND REPLACE DEAD AND NON-CORRODIBLE MATERIALS; COMMERCIAL 5.3.INSTALL SITE FURNISHINGS LEVEL, PLUMB, TRUE, 3. EXCAVATION
<br /> 1.1.2. CONSTRUCTION STORMWATER POLLUTION 4.1.3. REMOVE WEEDS INSIDE TREE PROTECTION DAMAGED TREES THE OWNER'S QUALITY; TAMPERPROOF, VANDAL AND THEFT AND SECURELY ANCHORED AT LOCATIONS 3.1.UNCLASSIFIED EXCAVATION: EXCAVATE TO
<br /> PREVENTION PLAN :CSWPPP FENCING INCLUDING BUT NOT LIMITED TO REPRESENTATIVE DETERMINES TO BE
<br /> PLAN (CSWPPP): RESISTANT; CONCEALED, RECESSED, AND CAPPED INDICATED ON DRAWINGS AND AS DIRECTED BY SUBGRADE ELEVATIONS REGARDLESS OF THE
<br /> CONTRACTOR SHALL PROVIDE A HIMALAYAN BLACKBERRY, ENGLISH IVY, INCAPABLE A NORMAL GROWTH PATTERN. OR PLUGGED. PROVIDE AS REQUIRED FOR SITE
<br /> SCOTCH BROOM AND HOLLY 6.3.2. PROMPTLY REPAIR TREES DAMAGED BY OWNER'S REP AND OWNER. CHARACTER OF SURFACE AND SUBSURFACE
<br /> SITE-SPECIFIC CSWPPP. CONTRACTOR'S 4.1.4. GRIND DOWN STUMPS AND REMOVE FURNISHINGS' ASSEMBLY, MOUNTING, AND SECURE 5.4.POST SETTING: SET CAST-IN SUPPORT POSTS IN CONDITIONS ENCOUNTERED. UNCLASSIFIED
<br /> CSWPPP SHALL MEET THE MINIMUMCONSTRUCTION AS DIRECTED BY THE ATTACHMENT. EXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL
<br /> REQUIREMENTS OF THE CITY OF EVERETT ROOTS, OBSTRUCTIONS, AND DEBRIS TO A OWNER'S REPRESENTATIVE WITHIN 24 CONCRETE FOOTING WITH SMOOTH TOP, SHAPED MATERIALS, AND OBSTRUCTIONS. NO CHANGES IN
<br /> STORMWATER MANAGEMENT MANUAL. DEPTH OF 18 INCHES BELOW EXPOSED HOURS OF RECEIPT OF INSTRUCTIONS 3.1.1. ANGLE ANCHORS: FOR INCONSPICUOUSLY TO SHED WATER. PROTECT PORTION OF POSTS
<br /> SUBGRADEBOLTING LEGS OF SITE FURNISHINGS TO ABOVE FOOTING FROM CONCRETE SPLATTER. THE CONTRACT SUM OR THE CONTRACT TIME
<br /> .
<br /> 1.2. EROSION CONTROL AND WATER POLLUTION FROM THE ARBORIST. TREAT DAMAGED ON-GRADE SUBSTRATE; ONE PER LEG. VERIFY THAT POSTS ARE SET PLUMB OR AT WILL BE AUTHORIZED FOR ROCK EXCAVATION OR
<br /> 4.1.5. USE ONLY HAND METHODS FOR GRUBBING
<br /> CONTROL SHALL BE INSTALLED PER WSDOT TRUNKS, LIMBS, AND ROOTS ACCORDING REMOVAL OF OBSTRUCTIONS.
<br /> STANDARD SPECIFICATIONS, SECTION 8-01. SEE WITHIN PROTECTION ZONES. TO WRITTEN ARBORIST INSTRUCTIONS. 3.1.2. ANTITHEFT HOLD-DOWN BRACKETS: FOR CORRECT ANGLE AND ARE ALIGNED AND AT
<br /> REMOVE TREE ONLY PER OWNER
<br /> 3
<br /> 3
<br /> RELATED SECTION 31 11 00 "SITE PREPARATION." . . 'S
<br /> 5. PROTECTION DURING CONSTRUCTION 6. SECURING SITE FURNISHINGS TO CORRECT HEIGHT AND SPACING. HOLD POSTS IN 3.2.CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> 5.1.PROTECT TREE ROOT SYSTEMS FROM DAMAGE REPRESENTATIVE'S RECOMMENDATIONS. SUBSTRATE; TWO PER UNIT. POSITION DURING PLACEMENT AND FINISHING INSTRUCTING WORKERS RELATED TO SAFETY SO
<br /> DUE TO NOXIOUS MATERIALS CAUSED BY RUNOFF 3.2.NON-SHRINK, NONMETALLIC GROUT: PREMIXED, OPERATIONS UNTIL CONCRETE IS SUFFICIENTLY THAT IN THE EVENT THAT QUESTIONABLE
<br /> TREE PROTECTION AND REMOVAL (Ol 56 39): OR SPILLAGE WHILE MIXING, PLACING, OR LIMIT CONSTRUCTION ACTIVITY AND FACTORY-PACKAGED, NON-STAINING, CURED. MATERIALS, ODORS, OILY SHEEN, ETC. ARE
<br /> STORING CONSTRUCTION MATERIALS. PROTECT VEHICULAR ACCESS OR CONSTRUCTION NON-CORROSNE, NONGASEOUS GROUT 5.5.POSTS SET INTO VOIDS IN CONCRETE: FORM OR ENCOUNTERED, ALL WORK SHALL STOP AND THE
<br /> 1. SUBMITTALS MACHINERY FROM THE TREE PROTECTION PORT SHALL BE NOTIFIED IMMEDIATELY.
<br /> ROOT SYSTEMS FROM FLOODING, ERODING, OR COMPLYING WITH ASTM C 1107. PROVIDE CORE-DRILL HOLES FOR INSTALLING POSTS IN
<br /> 1.1.PHOTOGRAPHS OR VIDEO, SUFFICIENTLY DETAILED, AREA DURING REPAIR ACTIVITIES.
<br /> EXCESSIVE WETTING CAUSED BY DEWATERING GROUT, RECOMMENDED IN WRITING BY CONCRETE TO DEPTH RECOMMENDED IN WRITING 3.3.IF EXCAVATED MATERIALS INTENDED FOR FILL AND
<br /> OF EXISTING CONDITIONS OF TREES AND OPERATIONS. PROTECT ROOT SYSTEMS FROM 7. DAMAGES FOR LOSS OR INJURY TO TREES WITHIN MANUFACTURER, FOR EXTERIOR APPUCATIONS. BY MANUFACTURER OF SITE FURNISHINGS AND BACKFILL INCLUDE UNSATISFACTORY SOIL
<br /> PLANTINGS AND SITE IMPROVEMENTS ADJOINING PROTECTION AREAS
<br /> DAMAGE DUE TO REMOVAL OF ADJACENT TREES, 3.3.EROSION-RESISTANT ANCHORING CEMENT: 3/4 INCH LARGER THAN OD Of POST. CLEAN MATERIALS AND ROCK, REPLACE WITH
<br /> CONSTRUCTION AS A RECORD OF EX CONDITIONS SEE STUMP GRINDING BELOW. 7.1.IN UEU OF REPLACEMENT IT IS OWNER'S OPTION
<br /> PRIOR TO SITE WORK. TO REQUIRE MONETARY COMPENSATION FROM THE FACTORY-PACKAGED, NON-SHRINK, HOLES OF LOOSE MATERIAL, INSERT POSTS, AND SATISFACTORY SOIL MATERIALS.
<br /> 1.2.PRODUCT DATA FOR EACH TYPE OF PRODUCT 5.2.WITHIN THE CRITICAL ROOT ZONE (CRZ) OF CONTRACTOR FOR TREES IDENTIFIED TO BE NON-STAINING, HYDRAULIC-CONTROLLED FILL ANNULAR SPACE BETWEEN POST AND 4. EXCAVATION FOR STRUCTURES
<br /> TREES REQUIRING PROTECTION: EXPANSION CEMENT FORMULATION FOR MIXING CONCRETE WITH NON-SHRINK, NONMETALLIC 4.1.EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS:
<br /> INDICATED. PROTECTED THAT ARE DAMAGED BY THE
<br /> 5.2.1. DO NOT STORE CONSTRUCTION MATERIALS, WITH POTABLE WATER AT PROJECT SITE TO GROUT OR ANCHORING CEMENT, MIXED AND DO NOT DISTURB BOTTOM OF EXCAVATION.
<br /> 1.3.QUALIFICATION DATA: FOR FIRMS AND PERSONS CONTRACTOR.
<br /> DEBRIS, OR EXCAVATED MATERIAL CREATE POUR-ABLE ANCHORING, PATCHING, AND PLACED TO COMPLY WITH ANCHORING MATERIAL EXCAVATE BY HAND TO FINAL GRADE JUST
<br /> TO DEMONSTRATE EXPERIENCE. INCLUDE YEARS 7.2.THE AMOUNT OF DAMAGES TO BE PAID BY THE
<br /> 5.2.2. DO NOT PERMIT VEHICLES OR FOOT GROUTING COMPOUND. PROVIDE FORMULATION MANUFACTURER'S WRITTEN INSTRUCTIONS, WITH BEFORE PLACING CONCRETE REINFORCEMENT.
<br /> OF EXPERIENCE (5 YEARS MINIMUM REQUIRED, TRAFFIC TRADE CONTRACTOR TO THE OWNER FOR EACH THAT IS RESISTANT TO EROSION FROM WATER TOP SMOOTHED AND SHAPED TO SHED WATER. TRIM BOTTOMS TO REQUIRED LINES AND GRADES
<br /> LISTS OF COMPLETED PROJECTS WITH PROJECT5.2.3. PREVENT SOIL COMPACTION OVER ROOT EXPOSURE WITHOUT NEEDING PROTECTION BY A TREE LOST OR IRREPARABLY DAMAGED SHALL BE 5.6.PIPE SLEEVES: USE STEEL PIPE SLEEVES TO LEAVE SOLID BASE TO RECEIVE OTHER WORK.
<br /> NAMES/ADDRESSES, AND NAMES/ADDRESSES OF SYSTEMS. A SUM OF $8,000. THE GENERAL CONTRACTOR SEALER OR WATERPROOF COATING AND THAT IS PRESET AND ANCHORED INTO CONCRETE FOR 5. EXCAVATION FOR WALKS AND PAVEMENTS
<br /> OWNER'S REPS AND OWNERS. 5.3.KEEP PROTECTION ZONES FREE OF WEEDS AND SHALL DEDUCT SUCH PAYMENTS FROM THE RECOMMENDED IN WRITING BY MANUFACTURER INSTALLING POSTS. AFTER POSTS HAVE BEEN 5.1.EXCAVATE SURFACES UNDER WALKS AND
<br /> 1.4.MAINTENANCE RECOMMENDATIONS: FROM A TRASH, MONTHLY PROGRESS PAYMENTS SUBMITTED BY FOR EXTERIOR APPLICATIONS. INSERTED INTO SLEEVES, FILL ANNULAR SPACE PAVEMENTS TO INDICATED LINES, CROSS
<br /> CERTIFIED ARBORIST FOR CARE AND PROTECTION 5.4.MAINTAIN PROTECTION-ZONE FENCING AND THE TRADE CONTRACTOR. 4. SITE FURNISHINGS BETWEEN POST AND SLEEVE WITH NON-SHRINK, SECTIONS, ELEVATIONS, AND SUBGRADES.
<br /> OF TREES AFFECTED BY CONSTRUCTION DURING SIGNAGE IN GOOD CONDITION AND REMOVE WHEN 7.3.IN THE EVENT OF INJURIES TO THE CROWN,
<br /> AND AFTER COMPLETING THE WORK. WORK COMPLETE AND EQUIPMENT REMOVED TRUNK OR ROOT SYSTEM OF ANY TREE TO 4.1.TRASH RECEPTACLES: NONMETALLIC GROUT OR ANCHORING CEMENT, 6. SUBGRADE INSPECTION
<br /> 1.5.SUBMIT REPORT IDENTIFYING LOCATION, SIZE AND FROM THE SITE. MIXED AND PLACED TO COMPLY WITH ANCHORING
<br /> REMAIN THAT ARE THE RESULT OF THE 4.1.1. PRODUCT: BIGBELLY HIGH CAPACITY 6.1.PROOF-ROLL SUBGRADE BELOW PAVEMENTS WITH
<br /> TYPE OF TREES TO BE REMOVED AND REPLACED 5.5.DO NOT REMOVE PROTECTION-ZONE FENCING, / MATERIAL MANUFACTURER'S WRITTEN
<br /> CONTRACTOR'S FAILURE TO PROTECT AND/OR COMPACTOR W/ BLACK HOPPER OR HEAVY PNEUMATIC-TIRED EQUIPMENT TO IDENTIFY
<br /> THAT ARE WITHIN TREE PROTECTION AREAS. EVEN TEMPORARILY, TO ALLOW DELIVERIES OR MAINTAIN SUCH TREE, THE OWNER'S APPROVED EQUAL INSTRUCTIONS, WITH TOP SMOOTHED AND SHAPED SOFT POCKETS AND AREAS OF EXCESS YIELDING.
<br /> PROVIDE PHOTOS OF EACH TREE TO BE REMOVED EQUIPMENT ACCESS THROUGH THE PROTECTION REPRESENTATIVE MAY ELECT TO RETAIN THE TREE 4.1.2. QUANTITY: 1 TO SHED WATER. DO NOT PROOF-ROLL WET OR SATURATED
<br /> SHOWING DAMAGE THAT REQUIRES REMOVAL ZONE. AND STILL HOLD THE TRADE CONTRACTOR LIABLE 4.1.3. COLOR: BLACK POWDER COATED SUBGRADES.
<br /> DESCRIBE REASONS FOR TREE REMOVAL. 5.5.1. TEMPORARY AND PERMANENT ACCESS IS FOR COMPENSATION. THE JUST VALUE OF THE 4.1.4. MANUFACTURER: BIGBELLY SOLAR, INC. EARTHWORK (31 00 00j: 6.2.RECONSTRUCT SUBGRADES DAMAGED BY FREEZING
<br /> 1.6.CERTIFICATION: FROM A REGISTERED CONSULTING PERMITTED SUBJECT TO PREAPPROVAL IN DAMAGED TREE SHALL BE DETERMINED BY THE (888) 820-0300 TEMPERATURES, FROST, RAIN, ACCUMULATED
<br /> ARBORIST (ASCA) THAT TREES INDICATED TO WRITING BY ARBORIST IF A ROOT BUFFER TRUNK FORMULA METHOD ESTABLISHED BY THE 4.2.RECYCLING RECEPTACLES: 1. SOIL MATERIALS WATER, OR CONSTRUCTION ACTIVITIES, AS
<br /> REMAIN HAVE BEEN PROTECTED DURING EFFECTIVE AGAINST SOIL COMPACTION IS COUNCIL OF TREE AND LANDSCAPE APPRAISERS, 1.1. GENERAL: PROVIDE BORROW SOIL MATERIALS DIRECTED BY OWNER, WITHOUT ADDITIONAL
<br /> 4.2.1. PRODUCT: BIGBELLY HIGH CAPACITY
<br /> CONSTRUCTION ACCORDING TO RECOGNIZED CONSTRUCTED AS DIRECTED BY ARBORIST LATEST EDITION, OR $1500, WHICHEVER IS COMPACTOR W/ BLUE HOPPER OR WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS COMPENSATION.
<br /> STANDARDS AND THAT THE TREES WERE AND INSTALLED PER TREE PROTECTION GREATER. APPROVED EQUAL ARE NOT AVAILABLE FROM EXCAVATIONS. 7. UNAUTHORIZED EXCAVATION
<br /> PROMPTLY AND PROPERLY TREATED AND DETAIL "SURFACE PROTECTION MEASURES". 7.4.AT TRADE CONTRACTOR'S EXPENSE, COMPLETELY1.2. SATISFACTORY SOILS: ASTM D 2487 SOIL 7.1.FILL UNAUTHORIZED EXCAVATION UNDER
<br /> REPAIRED WHEN DAMAGED. MAINTAIN SURFACE PROTECTION MEASURES REMOVE AND DISPOSE OF ANY TREE KILLED OR 4.2.2• QUANTITY: 1 CLASSIFICATION GROUPS GW, GP, GM, SW, SP, FOUNDATIONS OR WALL FOOTINGS BY EXTENDING
<br /> 2. PRODUCTS FOR AS LONG AS ACCESS IS PERMITTED. IRREPARABLY DAMAGED AS A RESULT OF THE 4.2.3. COLOR: BLACK POWDER COATED AND SM, OR A COMBINATION OF THESE GROUPS; BOTTOM ELEVATION OF CONCRETE FOUNDATION
<br /> 2.1.CHAIN LINK PROTECTION-ZONE FENCING: 6. TREE REPAIR AND REPLACEMENT CONTRACTOR'S FAILURE TO PROTECT OR MAINTAIN 4.2.4. MANUFACTURER: BIGBELLY SOLAR, INC. FREE OF ROCK OR GRAVEL LARGER THAN 3 OR FOOTING TO EXCAVATION BOTTOM, WITHOUT
<br /> METALUC-COATED STEEL CHAIN LINK FENCE 6.1.TREES THAT ARE DAMAGED AS DETERMINED BY TREES TO REMAIN. (888) 820-0300 INCHES IN ANY DIMENSION, DEBRIS, WASTE, ALTERING TOP ELEVATION. LEAN CONCRETE FILL,
<br /> FABRIC, 2-INCH OPENING OR SMALLER; THE OWNER'S REPRESENTATIVE, LOCATED BEYOND 4.3.PICNIC TABLES: FROZEN MATERIALS, VEGETATION, AND OTHER WITH 28-DAY COMPRESSIVE STRENGTH OF 2500
<br /> 0.120-INCH-DIAMETER MIN. WIRE SIZE; 6' HIGH; THE TREE PROTECTION FENCING SHALL BE SITE FURNISHINGS (12 93 00): 4.3.1. PRODUCT: GRETCHEN PICNIC TABLE, NO DELETERIOUS MATTER. PSI, MAY BE USED WHEN APPROVED BY OWNER.
<br /> LINE POSTS, 1.9 INCHES IN DIAMETER MIN.; REPLACED BY THE CONTRACTOR AT NO COST TO UMBRELLA HOLE, OR APPROVED EQUAL 1.3.UNSATISFACTORY SOIL DEFINITIONS: 7.2.FILL UNAUTHORIZED EXCAVATIONS UNDER
<br /> TERMINAL AND CORNER POSTS, 2-3/8 INCHES IN THE OWNER. 1. SUBMITTALS 4.3.2. SURFACE MOUNTED 1.3.1. SOIL CLASSIFICATION GROUPS GC, SC, CL, OTHER CONSTRUCTION OR UT1LTTY PIPE AS
<br /> DIAMETER MIN.; TOP RAIL, 1-5/8 INCHES IN 6.1.1. TREES THAT FAIL TO FULLY FOLIATE IN DIRECTED BY OWNER.
<br /> DIAMETER MIN.; BOTTOM TENSION WIRE, 0.177 THE SPRING FOLLOWING COMPLETION OF 1.1.PRODUCT DATA: FOR EACH PRODUCT INDICATED 4.3.3. QUANTITY: 6 ML, OL, CH, MH, OH, AND PT ACCORDING
<br /> INCH IN DIAMETER MIN.; WITH TIE WIRES, HOG CONSTRUCTION OPERATIONS SHALL BE WITH CONSTRUCTION DETAILS, MATERIAL 4.3.4. COLOR, MATERIALS: BLACK POLYSITE TO ASTM D 2487, OR A COMBINATION OF 8. STORAGE OF SOIL MATERIALS
<br /> RING TIES, AND OTHER ACCESSORIES FOR A PRESUMED TO HAVE BEEN LOST DUE TO DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL 4.3.5. COLOR, METAL COMPONENTS: POWDER THESE GROUPS. 8.1.STOCKPILE BORROW SOIL MATERIALS AND
<br /> COMPLETE FENCE SYSTEM. CONSTRUCTION OPERATIONS. COMPONENTS AND PROFILES, FINISHES, COAT 'STEEL" STANDARD FINISH 1.3.2. FORMERLY SATISFACTORY SOILS NOT EXCAVATED SATISFACTORY SOIL MATERIALS
<br /> FIELD-ASSEMBLY REQUIREMENTS, AND MAINTAINED WITHIN 2 PERCENT OF WITHOUT INTERMIXING. PLACE, GRADE, AND SHAPE
<br /> a 3. PREPARATION 6.2.REPLACEMENT: 4.3.6. MANUFACTURER: LANDSCAPE FORMS (800) STOCKPILES TO DRAIN SURFACE WATER. COVER
<br /> 3.1.REVIEW THE TREE PROTECTION LIMITS AND 6.2.1. FOR DAMAGED TREES UNDER fi" CALIPER: INSTALLATION DETAILS. PROVIDE OPTIMUM MOISTURE CONTENT AT TIME Of
<br /> N FENCING. FENCING SHALL BE IN PLACE AND PROVIDE NEW TREES OF SAME CALIPER MANUFACTURER'S CUT SHEET FOR RECYCLING 430-6209 COMPACTION. TO PREVENT WINDBLOWN DUST.
<br /> VISIBLE. DO NOT RELOCATE THE CLEARING LIMIT SIZE AND MATCHING SPECIES SIGNAGE ON RECYCLING CONTAINERS. 4.4.SHADE SYSTEMS: 1.4.TOPSOIL: SHALL BE AS SPECIFIED IN SECTION 32 8.2.STOCKPILE SOIL MATERIALS AWAY FROM EDGE OF
<br /> FENCE AT ANY TIME WITHOUT WRITTEN APPROVAL 6.2.2. FOR DAMAGED TREES OVER 6" CALIPER: 1.2.SAMPLES FOR INITIAL SELECTION: FOR UNITS 4.4.1. PRODUCT: SHADE KITE, 20'x20', OR 91 00. EXCAVATIONS. DO NOT STORE WITHIN DRIP LINE
<br /> C FROM THE OWNER. PROVIDE NEW 6" CALIPER TREES OF WITH FACTORY-APPLIED COLOR FINISHES. APPROVED EQUAL 1.5. ENGINEERED FILL: SHALL BE AS SPECIFIED IN OF REMAINING TREES.
<br /> 3.1.1. IDENTIFY TREES THAT MAY HAVE THEIR MATCHING SPECIES 1.3.PRODUCT SCHEDULE W/ SAME DESIGNATIONS 4.4.2. HEIGHT: 8' AND 16' WSDOT STANDARD SPECIFICATIONS FOR ROAD, 9. SOIL FILL
<br /> C-4 CRZ EXTENDING OUTSIDE OF THE 6.2.3. LOCATE AND INSTALL REPLACEMENT TREES INDICATED ON DRAWINGS. 4.4.3. QUANTITY: 2 BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST 9.1.PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED
<br /> CLEARING LIMIT LINE. IN ACCORDANCE WITH THE INSTRUCTIONS 1.4.MAINTENANCE DATA TO INCLUDE IN MAINTENANCE 4.4.4. COLOR, POLES: POWDER COAT EVERGREEN EDITION, SECTION 9-03.9(3) CRUSHED SURFACES STEEPER THAN 1 VERTICAL TO 4
<br /> 3.1.2. NOTIFY OWNER IMMEDIATELY IF OF THE OWNER. LOCATION OF MANUALS. 4.4.5. COLOR, COOLNET CANOPY: EGGSHELL SURFACING BASE COURSE. HORIZONTAL SO FILL MATERIAL WILL BOND WITH
<br /> N 1.5. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS OF DETERMINATION IS REQUIRED FOR TREE REPLACEMENT TREES MAY BE ANYWHERE WHITE AND FOREST GREEN 2. PREPARATION EXISTING MATERIAL.
<br /> PROTECTION OR REMOVAL WITHIN THE PROJECT AT OWNER'S 9.2.PLACE AND COMPACT FILL MATERIAL IN LAYERS
<br /> o+ FOOTINGS FOR SHADE SYSTEMS STAMPED BY A 4.4.6. MANUFACTURER: SHADE SYSTEMS INC. 2.1.PROTECT STRUCTURES, UTILITIES, SIDEWALKS,
<br /> 3.2.REFER TO TREE PROTECTION DETAIL AND SITE REPRESENTATIVE'S DIRECTION. STRUCTURAL ENGINEER. (800) 609-6066 PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE TO REQUIRED ELEVATIONS AS FOLLOWS:
<br /> PLAN ON CONTRACT DRAWINGS. 6.2.4. ALL AREAS THAT ARE IMPACTED DUE TO 2. EXTRA MATERIALS 5. INSTALLATION, GENERAL CAUSED BY SETTLEMENT, LATERAL MOVEMENT, 9.2.1. UNDER GRASS AND PLANTED AREAS, USE
<br /> 3.3.TEMPORARY FENCING: COORDINATE LOCATIONS
<br /> CIL CONSTRUCTION ACTIVITY OF ANY KIND, UNDERMINING, WASHOUT, AND OTHER HAZARDS SATISFACTORY SOIL MATERIAL SIIRCRADF
<br /> y WITH LIMIT OF WORK LIMIT. CONFIRM THAT 2.1.FURNISH EXTRA MATERIALS DESCRIBED BELOW 5.1.COMPLY WITH MANUFACTURER'S WRITTEN
<br /> I INCLUDING VEHICLE ACCESS, STORAGE OF THAT MATCH PRODUCTS INSTALLED AND THAT ARE CREATED BY EARTHWORK OPERATIONS.
<br /> FENCING ALONG LIMIT OF WORK LINE IS OUTSIDE MATERIAL OR CLEARING SHALL RECEIVE INSTALLATION INSTRUCTIONS, UNLESS MORE 2.2•PREPARATION OF SUBGRADE FOR EARTHWORK
<br /> I THE CRITICAL ROOT ZONE OF TREES TO PROTECT PACKAGED WITH PROTECTIVE COVERING FOR STRINGENT REQUIREMENTS ARE INDICATED.
<br /> w FULL SUBGRADE PREPARATION PER STORAGE AND IDENTIFIED WITH LABELS OPERATIONS INCLUDING REMOVAL OF VEGETATION,
<br /> a AND REMAIN. FORMS IE FIELD ASSEMBLY OF SITE
<br /> SECTION 32 91 00 OR SHALL BE TOPSOIL, DEBRIS, OBSTRUCTIONS, AND IF SHEEP IS LESS THAN 22x34
<br /> a 4. TREE AND VEGETATION REMOVAL REPAIRED PER OWNER'S DESCRIBING CONTENTS. FURNISHINGS, WHERE REQUIRED. DELETERIOUS MATERIALS FROM GROUND SURFACE REDUCE SCALES ACCORDINGLY
<br /> APPROVED aRDJEDT ENGINEER; S`A`E: PORT OF EVERETT
<br /> CASCADE t»1 !3 E. SCHMIDT NO SCALE DWG. N0. L3"01
<br /> port of DESIGN PUBLIC WORKS E ART E T a� DESONF)BY DATE -
<br /> ID E. SCHMIDT FEB. 19, 2016 WATERFRONT PLACE CENTRAL CIP NO.
<br /> EVERETT COLLABORATIVE BY 6-8-001-02
<br /> DRAWN BY: CHECKED R~: INTERIM PUBLIC ACCESS C E S S
<br /> LANDSCAPE ARCHITECTURE+URBAN DESIGN j,f�l'a a�6 ,�, D. ROBBEN J. KLEINKOPF ,ROJECT
<br /> P.O. BOX 538 � JETTY LANDING IMPROVEMENTS V0. PA-BL-2016-02
<br /> �' '�jT� APPROVED BY:
<br /> a EVERETT, WA 982Cd 1402 3'm Ave.,Suite 415,Seattle,WA 98101 � 2/19/16 I55uE0 _
<br /> / (425) 259_3164 (206)62&91331 cascadedeslgncollab.com SPECIFICATION NOTES SHEET ,3. 5 3F
<br /> N0. DATE BY REV.SION N0. DATE 9Y REVISION
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