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<br /> 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 IW, INCAPABLE A NORMAL GROWTH PATTERN. OR PLUGGED. PROVIDE AS REQUIRED FOR SITE OWNER'S REP AND OWNER. CHARACTER OF SURFACE AND SUBSURFACE
<br /> SCOTCH BROOM AND HOLLY 6.3.2. PROMPTLY REPAIR TREES DAMAGED BY
<br /> SITE-SPECIFIC CSWPPP. CONTRACTOR'S 474. GRIND DOWN STUMPS AND REMOVE FURNISHINGS' ASSEMBLY, MOUNTING, AND SECURE 5.4.POST SETTING: SET CAST-IN SUPPORT POSTS IN CONDITIONS ENCOUNTERED. UNCLASSIFIED
<br /> . .
<br /> CSWPPP SHALL MEET THE MINIMUM CONSTRUCTION AS DIRECTED BY THE ATTACHMENT. CONCRETE FOOTING WITH SMOOTH TOP, SHAPED EXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL
<br /> AND DEBRIS TO A OBSTRUCTIONS,,
<br /> REQUIREMENTS OF THE CITY OF EVERETT OWNER'S REPRESENTATIVE WITHIN 24 3.1.1. ANGLE ANCHORS: FOR INCONSPICUOUSLY TO SHED WATER. PROTECT PORTION OF POSTS MATERIALS, AND OBSTRUCTIONS. NO CHANGES IN
<br /> STORMWATER MANAGEMENT MANUAL. DEPTH OF 18 INCHES BELOW EXPOSED HOURS OF RECEIPT OF INSTRUCTIONS BOLTING LEGS OF SITE FURNISHINGS TO ABOVE FOOTING FROM CONCRETE SPLATTER. THE CONTRACT SUM OR THE CONTRACT TIME
<br /> 1.2.EROSION CONTROL AND WATER POLLUTION SUBGRADE. FROM THE ARBORIST. TREAT DAMAGED WILL BE AUTHORIZED FOR ROCK EXCAVATION.OR
<br /> CONTROL SHALL BE INSTALLED PER WSDOT 4.1.5. USE ONLY HAND METHODS FOR GRUBBING TRUNKS, LIMBS, AND ROOTS ACCORDING ON-GRADE SUBSTRATE; ONE PER LEG. VERIFY THAT POSTS ARE SET PLUMB OR AT
<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 REMOVAL OF-OBSTRUCTIONS. ---
<br /> 5. PROTECTION DURING CONSTRUCTION SECURING SITE FURNISHINGS TO CORRECT HEIGHT AND SPACING. HOLD POSTS IN 3.2.CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> RELATED SECTION 31 11 00 "SITE PREPARATION." 6.3.3. REMOVE TREE ONLY PER OWNER'S
<br /> 5.1.PROTECT TREE ROOT SYSTEMS FROM DAMAGE SUBSTRATE; TWO PER UNIT. POSITION DURING PLACEMENT AND FINISHING INSTRUCTING WORKERS.RELATED TO SAFETY SO
<br /> DUE TO NOXIOUS MATERIALS CAUSED BY RUNOFF
<br /> REPRESENTATIVE'S RECOMMENDATIONS.
<br /> 3.2.NON-SHRINK, NONMETAWC GROUT: PREMIXED, OPERATIONS UNTIL CONCRETE IS SUFFICIENTLY THAT IN THE EVENT THAT QUESTIONABLE
<br /> TREE PROTECTION AND REMOVAL (01 56 39): OR SPILLAGE WHILE MIXING, PLACING, OR LIMIT CONSTRUCTION ACTIVITY AND FACTORY-PACKAGED, NON-STAINING, CURED. MATERIALS, ODORS, OILY SHEEN, ETC. ARE
<br /> VEHICULAR ACCESS OR CONSTRUCTION ENCOUNTERED, ALL WORK SHALL;STOP AND THE
<br /> STORING CONSTRUCTION MATERIALS. PROTECT NON-CORROSIVE, NONGASEOUS GROUT 5.5.POSTS SET INTO VOIDS IN CONCRETE: FORM OR
<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 7. DAMAGES FOR LOSS OR INJURY TO TREES WITHIN
<br /> OPERATIONS. PROTECT ROOT SYSTEMS FROM MANUFACTURER, FOR EXTERIOR APPLICATIONS. BY MANUFACTURER OF SITE FURNISHINGS AND BACKFILL INCLUDE UNSATISFACTORY SOIL
<br /> PLANTINGS AND SITE IMPROVEMENTS ADJOININGPROTECTION AREAS 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 DAMAGE DUE RI REMOVALEL OF ADJACENT TREES, 7.1.IN LIEU OF REPLACEMENT IT IS OWNER'S OPTION SATISFACTORY SOIL MATERIALS.
<br /> SEE STUMP GRINDING BELOW. FACTORY-PACKAGED, NON-SHRINK, HOLES OF LOOSE MATERIAL INSERT POSTS, AND
<br /> PRIOR TO SITE WORK. TO REQUIRE MONETARY COMPENSATION FROM THE
<br /> 5.2.WITHIN THE CRITICAL ROOT ZONE (CRZ) OF NON-STAINING, HYDRAULIC-CONTROLLED FILL ANNULAR SPACE BETWEEN POST AND 4. EXCAVATION FOR STRUCTURES
<br /> 1.2.PRODUCT DATA FOR EACH TYPE OF PRODUCT TREES REQUIRING PROTECTION: CONTRACTOR FOR TREES IDENTIFIED TO BE 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
<br /> 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 PROJECTTREE LOST OR IRREPARABLY DAMAGED SHALL BE 5.6.PIPE SLEEVES: USE SI EL PIPE SLEEVES TO LEAVE SOLID BASE TO RECEIVE OTHER WORK.
<br /> NAMES/ADDRESSES, ANDNAMES/ADDRESSES OF
<br /> 5.2.3. PREVENT SOIL COMPACTION OVER ROOT A SUM OF $8,000. THE GENERAL CONTRACTOR EXPOSURE WITHOUT NEEDING PROTECTION BY A
<br /> SYSTEMS. TS FROM THE SEALER OR WATERPROOF COATING AND THAT IS PRESET AND ANCHORED INTO CONCRETE FOR 5. EXCAVATION FOR WALKS AND PAVEMENTS
<br /> SHALL DEDUCT SUCH PAYMENTS OWNER'S REPS AND OWNERS. 5.3.KEEP PROTECTION ZONES FREE OF WEEDS AND MONTHLY PROGRESS PAYMENTS SUBMITTED BY 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. FOR EXTERIOR APPLICATIONS. INSERTED INTO SLEEVES, ALL 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
<br /> COMPACTOR W/ BLACK HOPPER ORHEAVY 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 00): 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 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 /> CONSTRUCTION ACCORDING TO RECOGNIZED CONSTRUCTED AS DIRECTED BY ARBORIST LATEST EDITION, OR $1500, WHICHEVER IS 4.2.1. PRODUCT: BIGBELLY HIGH CAPACITY WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS COMPENSATION.
<br /> STANDARDS AND THAT THE TREES WERE AND INSTALLED PER TREE PROTECTION GREATER. COMPACTOR W/ BLUE HOPPER OR 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, COMPLETELY APPROVED EQUAL SATISFACTORY SOILS: ASTM D 2487 SOIL 1.2.
<br /> 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
<br /> 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 UNK 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 /> METALLIC-COATED STEEL CHAIN UNK 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 /> UNE 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. OTHER CONSTRUCTION OR UTILITY PIPE AS
<br /> DIAMETER MIN.; TOP RAIL 1-5/8 INCHES IN 6.1.1. TREES THAT FAIL TO FULLY FOLIATE IN 1. SUBMITTALS 4.3.2. SURFACE MOUNTED 1.3.1. SOIL CLASSIFICATION GROUPS GC, SC, CL,
<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 DIRECTED BY OWNER.
<br /> INCH IN DIAMETERMIN.; WITHTIE WIRES, HOG
<br /> 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, ANNDD OTHER THESE GROUPS. 8.1.STOCKPILE BORROW SOIL MATERIALS ACCESSORIESAND FOR A PRESUMED TO HAVE BEEN LOST DUE TO DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL 4.3.5. COLOR, METAL COMPONENTS: POWDER EXCAVATED SATISFACTORY SOIL MATERIALS
<br /> COMPLETE FENCE SYSTEM. CONSTRUCTION OPERATIONS. COMPONENTS AND PROFILES, FINISHES, COAT "STEEL" STANDARD FINISH 1.3.2. FORMERLY SATISFACTORY SOILS NOT
<br /> 6.2.REPLACEMENT: FIELD-ASSEMBLY REQUIREMENTS, AND MAINTAINED WITHIN 2 PERCENT OF WITHOUT INTERMIXING. PLACE, GRADE, AND SHAPE
<br /> a 3. PREPARATION 4.3.6. MANUFACTURER: LANDSCAPE FORMS (800) STOCKPILES TO DRAIN SURFACE WATER. COVER
<br /> N O
<br /> 3.1.REVIEW THE TREE PROTECTION LIMITS AND 6.2.1. FOR DAMAGED TREES UNDER 6" CALIPER: INSTALLATION DETAILS. PROVIDE 430-6209 OPTIMUM MOISTURE CONTENT AT TIME OF TO PREVENT WINDBLOWN DUST.
<br /> FENCING. FENCING SHALL BE IN PLACE AND PROVIDE NEW TREES OF SAME CAUPER MANUFACTURER'S CUT SHEET FOR RECYCUNG COMPACTION.
<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 UNE
<br /> °i FROM THE OWNER. PROVIDE NEW 6" CALIPER TREES OF WITH FACTORY-APPUED COLOR FINISHES. APPROVED EQUAL 1.5. ENGINEERED FILL SHALL BE AS SPECIFIED IN OF REMAINING TREES.
<br /> 8' AND 16' WSDOT STANDARD SPECIFICATIONS FOR ROAD, 9. SOIL FILL
<br /> 2
<br /> 4. . HEIGHT:
<br /> \ 3.1.1. IDENTIFY TREES THAT MAY HAVE THEIR MATCHING SPECIES 1.3.PRODUCT SCHEDULE W/ SAME DESIGNATIONS 4. BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST 9.1.PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED
<br /> oRZ EXTENDING OUTSIDE OF THE 6.2.3. LOCATE AND INSTALL REPLACEMENT TREES INDICATED ON DRAWINGS. 4.4.3. QUANTITY: 2
<br /> \ 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 /> CLEARINGOTIFYOWNER LINE. OF ACCORDANCE WITH THE INSTRUCTIONS SURFACING BASE COURSE. HORIZONTAL SO FILL MATERIAL WILL BOND WITH
<br /> 3.1.2. NOTIFY IMMEDIATELY IF THE OWNER. LOCATION OF MANUALS. 4.4.5. COLOR, COOLNET CANOPY: EGGSHELL 2. PREPARATION EXISTING MATERIAL
<br /> CV DETERMINATION IS REQUIRED FOR TREE REPLACEMENT TREES MAY BE ANYWHERE 1.5.SHOP DRAWINGS: PROVIDE SHOP DRAWINGS OF WHITE AND FOREST GREEN9.2.PLACE AND COMPACT FILL MATERIAL IN LAYERS
<br /> o, PROTECTION OR REMOVAL. WITHIN THE PROJECT AT OWNER'S 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 /> 6 PLAN ON CONTRACT DRAWINGS. 6.2.4. ALL AREAS THAT ARE IMPACTED DUE TO CAUSED BY SETTLEMENT, LATERAL MOVEMENT, 9.2.1. UNDER GRASS AND PLANTED AREAS, USE
<br /> as 3.3.TEMPORARY FENCING: COORDINATE LOCATIONS CONSTRUCTION ACTIVITY OF ANY KIND, 2. EXTRA MATERIALS 5. INSTALLATION, GENERAL UNDERMINING, WASHOUT, AND OTHER HAZARDS SATISFACTORY SOIL MATERIAL (SURGRAI]F
<br /> Co WITH LIMIT OF WORK LIMIT. CONFIRM THAT 2.1.FURNISH EXTRA MATERIALS DESCRIBED BELOW 5.1.COMPLY WITH MANUFACTURER'S WRITTEN
<br /> INCLUDING VEHICLE ACCESS, STORAGE OF CREATED BY EARTHWORK OPERATIONS.
<br /> FENCING ALONG LIMIT OF WORK LINE IS OUTSIDE THAT MATCH PRODUCTS INSTALLED AND THAT ARE INSTALLATION INSTRUCTIONS, UNLESS MORE
<br /> •I THE CRITICAL ROOT ZONE OF TREES TO PROTECT MATERIAL OR CLEARING SHALL RECEIVE PACKAGED WITH PROTECTIVE COVERING FOR 2.2.PREPARATION OF SUBGRADENEFOR EARTHWORK
<br /> STRINGENT REQUIREMENTS ARE INDICATED.
<br /> n FULL SUBGRADE PREPARATION PER STORAGE AND IDENTIFIED WITH LABELS OPERATIONS INCLUDING REMOVAL OF VEGETATION,
<br /> o AND REMAIN. COMPLETE FIELD ASSEMBLY OF SITE
<br /> SECTION 32 91 00 OR SHALL BE TOPSOIL, DEBRIS, OBSTRUCTIONS, AND IF SHEET IS LESS THAN 22x34
<br /> /� 4. TREE AND VEGETATION REMOVAL REPAIRED PER OWNER'S DESCRIBING CONTENTS. FURNISHINGS, WHERE REQUIRED. DELETERIOUS MATERIALS FROM GROUND SURFACE
<br /> a REDUCE SCALES ACCORDINGLY
<br /> APpROVE.° PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO.
<br /> 17
<br /> CASCADE PURL WORKS D P.RTMENT a�A. E. SCHMIDT NO SCALE L3.01
<br /> Fort o,f DESIGN ,f v DESIGNED BY DATE: WATERFRONT PLACE CENTRAL CIP NO.
<br /> Er / E. SCHMIDT FEB. 19, 2016
<br /> COLLABORATIVE 8; 6-8-001-02
<br /> O �` . EVERETT
<br /> j DRAWN BY: CHECKED BY: INTERIM PUBLIC ACCESS
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<br /> LANDSCAPE ARCHITECTURE+URBAN DESIGN DATE 4 - g e)l6 , D. ROBBEN J. KLEINKOPF PROJECT
<br /> -C "j P.O. BOX 538 WAVERED JETTY LANDING IMPROVEMENTS NO PA-BL-2016-02
<br /> a EVERETT. WA 98206 1402 3'0 Ave..Suite 415,Seattle,WA 98101 L\ 2/19/16 _ISSUED fpQt:31D kc�DBNS�t RZV1EWED FOR PERMIT APPROVED BY:
<br /> (425) 259-3t64 R0�7��9+ 1�lab com �.++ �iET SSI CCYY . VtB PERMIT SPECIFICATION NOTES SHEET N0. 5 OF .
<br /> NO. DATE BY REVISION NO. DATE BY REVISION �CVE�•273
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