Laserfiche WebLink
TEMPORARY FACILITIES AND CONTROLS (01 50 00): 4. TREE AND VEGETATION REMOVAL RECOMMENDATIONS. MANUFACTURER'S STANDARD, 8.6.3. SIZE: TO MATCH EXISTING, FIELD VERIFY BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST <br /> 4.1. REMOVE TREES, SHRUBS AND OTHER 6.2.5. PLACE APPROVED MULCH OVER ALL BARE CORROSION-RESISTANT-COATED OR SIZE EDITION, SECTION 9-03.9(3) CRUSHED <br /> 1. EROSION CONTROL AND WATER POLLUTION CONTROL VEGETATION TO PERMIT INSTALLATION OF NEW SOIL EXPOSED DURING CONSTRUCTION NON-CORRODIBLE MATERIALS; COMMERCIAL 8.6.4. QUANTITY: AS SHOWN ON PLANS SURFACING BASE COURSE. <br /> (WSDOT 8-01 : CONSTRUCTION. ACTIVITY. QUALITY; TAMPERPROOF, VANDAL AND THEFT <br /> ) 8.6.5. COLOR: RAW NATURAL FINISH 2. PREPARATION <br /> 1.1. SUBMITTALS 4.1.1. DO NOT REMOVE TREES, SHRUBS AND 6.3. REMOVAL OR REPLACEMENT OF DEAD AND RESISTANT; CONCEALED, RECESSED, AND CAPPED 8.6.6. MANUFACTURER: URBAN ACCESSORIES, INC. 2.1. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, <br /> 1.1.1. SUBMIT PROOF OF CERTIFICATION FOR THE OTHER VEGETATION INDICATED TO REMAIN. DAMAGED TREES REQUIRES OWNER APPROVAL. OR PLUGGED. PROVIDE AS REQUIRED FOR SITE <br /> (877) 487-0488 PAVEMENTS AND OTHER FACILITIES FROM <br /> CESCL. 4.1.2. TREES, SHRUBS AND OTHER VEGETATION 6.3.1. REMOVE AND REPLACE DEAD AND DAMAGED FURNISHINGS' ASSEMBLY, MOUNTING AND DAMAGE CAUSED BY SETTLEMENT, LATERAL <br /> 1.1.2. CONSTRUCTION STORMWATER POLLUTION LOCATED INSIDE THE TREE PROTECTION TREES THE OWNER'S REPRESENTATIVE SECURE ATTACHMENT. 9. INSTALLATION, GENERAL <br /> FENCING ARE TO REMAIN. DETERMINES TO BE INCAPABLE OFA 9.1. COMPLY WITH MANUFACTURER'S WRITTEN MOVEMENT, UNDERMINING, WASHOUT AND OTHER <br /> PREVENTION PLAN (CSWPPP): CONTRACTOR3.1.1. ANGLE ANCHORS: FOR INCONSPICUOUSLY HAZARDS CREATED BY EARTHWORK OPERATIONS. <br /> 4.1.3. REMOVE WEEDS INSIDE TREE PROTECTION NORMAL GROWTH PATTERN. INSTALLATION INSTRUCTIONS, UNLESS MORE 4.4, PREPARATION OF SUBGRADE FOR EARTHWORK <br /> SHALL PROVIDE A SITE-SPECIFIC CSWPPP. BOLTING LEGS OF SITE FURNISHINGS TO <br /> FENCING INCLUDING BUT NOT LIMITED TO 6.3.2. PROMPTLY REPAIR TREES DAMAGED BY STRINGENT REQUIREMENTS ARE INDICATED. OPERATIONS INCLUDING REMOVAL OF <br /> CONTRACTOR'S CSWPPP SHALL MEET THE ON-GRADE SUBSTRATE; ONE PER LEG. <br /> MINIMUM REQUIREMENTS OF THE CITY OF HIMALAYAN BLACKBERRY, ENGLISH IVY, CONSTRUCTION AS DIRECTED BY THE COMPLETE FIELD ASSEMBLY OF SITE <br /> SCOTCH BROOM AND HOLLY. 3.1.2. ANTITHEFT HOLD-DOWN BRACKETS: FOR VEGETATION, TOPSOIL, DEBRIS, OBSTRUCTIONS <br /> EVERETT STORMWATER MANAGEMENT OWNER'S REPRESENTATIVE WITHIN 24 FURNISHINGS WHERE REQUIRED. <br /> 4.1.4. GRIND DOWN STUMPS AND REMOVE ROOTS, SECURING SITE FURNISHINGS TO AND DELETERIOUS MATERIALS FROM GROUND <br /> MANUAL. HOURS OF RECEIPT OF INSTRUCTIONS FROM SUBSTRATE; TWO PER UNIT. 9.2. INSTALL SITE FURNISHINGS SURFACE IS SPECIFIED IN SECTION 31 11 00 <br /> 1.2. EROSION CONTROL AND WATER POLLUTION OBSTRUCTIONS AND DEBRIS TO A DEPTH THE ARBORIST. TREAT DAMAGED TRUNKS, 9.2.1. AFTER LANDSCAPING AND PAVING HAVE <br /> OF 18 INCHES BELOW EXPOSED SUBGRADE. 3.2. NON-SHRINK, NONMETALLIC GROUT: PREMIXED, "SITE PREPARATION." <br /> CONTROL SHALL BE INSTALLED PER WSDOT LIMBS AND ROOTS ACCORDING TO WRITTEN BEEN COMPLETED. <br /> STANDARD SPECIFICATIONS, SECTION 8-01. SEE 4.1.5. USE ONLY HAND METHODS FOR GRUBBING ARBBORIST INSTRUCTIONS. FACTORY-PACKAGED, NON-STAINING, 2.3. PROTECT AND MAINTAIN EROSION AND <br /> NON-CORROSIVE, NONGASEOUS GROUT 9.2.2. ONLY AFTER PRODUCTS AND LOCATIONS <br /> WITHIN PROTECTION ZONES. SEDIMENTATION CONTROLS, WHICH ARE <br /> RELATED SECTION 31 11 00 "SITE 6.3.3. REMOVE TREE ONLY PER OWNER'S COMPLYING WITH ASTM C 1107. PROVIDE HAVE BEEN APPROVED ON-SITE BY <br /> 5. PROTECTION DURING CONSTRUCTION SPECIFIED IN SECTION 31 11 00 "SITE <br /> PREPARATION." 5.1. PROTECT TREE ROOT SYSTEMS FROM DAMAGE REPRESENTATIVE'S RECOMMENDATIONS. GROUT, RECOMMENDED IN WRITING BY OWNER'S REP. PREPARATION," DURING EARTHWORK OPERATIONS. <br /> DUE TO NOXIOUS MATERIALS CAUSED BY LIMIT CONSTRUCTION ACTIVITY AND MANUFACTURER, FOR EXTERIOR APPLICATIONS. 9.3. INSTALL SITE FURNISHINGS LEVEL, PLUMB, TRUE <br /> TREE PROTECTION AND REMOVAL (01 56 39): VEHICULAR ACCESS OR CONSTRUCTION 3. EXCAVATION <br /> RUNOFF OR SPILLAGE WHILE MIXING, PLACING 3.3. EROSION-RESISTANT ANCHORING CEMENT: AND SECURELY ANCHORED AT LOCATIONS <br /> OR STORING CONSTRUCTION MATERIALS. MACHINERY FROM THE TREE PROTECTION FACTORY-PACKAGED, NON-SHRINK, INDICATED ON DRAWINGS AND AS DIRECTED BY 3.1. UNCLASSIFIED EXCAVATION: EXCAVATE TO <br /> 1. SUBMITTALS AREA DURING REPAIR ACTIVITIES. SUBGRADE ELEVATIONS REGARDLESS OF THE <br /> PROTECT ROOT SYSTEMS FROM FLOODING, NON-STAINING, HYDRAULIC-CONTROLLED OWNER'S REP AND OWNER. <br /> 1.1. PHOTOGRAPHS OR VIDEO: SUFFICIENTLY DETAIL 7. DAMAGES FOR LOSS OR INJURY TO TREES WITHIN CHARACTER OF SURFACE AND SUBSURFACE <br /> EXISTING CONDITIONS OF TREES, PLANTINGS AND ERODING OR EXCESSIVE WETTING CAUSED BY EXPANSION CEMENT FORMULATION FOR MIXING 9.4. POST SETTING: SET CAST-IN SUPPORT POSTS <br /> PROTECTION AREAS CONDITIONS ENCOUNTERED. UNCLASSIFIED <br /> DEWATERING OPERATIONS. PROTECT ROOT WITH POTABLE WATER AT PROJECT SITE TO IN CONCRETE FOOTING WITH SMOOTH TOP, <br /> SITE IMPROVEMENTS ADJOINING CONSTRUCTION SYSTEMS FROM DAMAGE DUE TO REMOVAL OF 7.1. IN LIEU OF REPLACEMENT IT IS OWNER'S CREATE POUR-ABLE ANCHORING, PATCHING AND EXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL <br /> SHAPED TO SHED WATER. PROTECT PORTION <br /> AS A RECORD OF EXISTING CONDITIONS PRIOR OPTION TO REQUIRE MONETARY COMPENSATION MATERIALS AND OBSTRUCTIONS. NO CHANGES IN <br /> ADJACENT TREES, SEE STUMP GRINDING BELOW. GROUTING COMPOUND. PROVIDE FORMULATION OF POSTS ABOVE FOOTING FROM CONCRETE <br /> TO SITE WORK. FROM THE CONTRACTOR FOR TREES IDENTIFIED THAT IS RESISTANT TO EROSION FROM WATER THE CONTRACT SUM OR THE CONTRACT TIME <br /> 5.2. WITHIN THE CRITICAL ROOT ZONE (CRZ) OF SPLATTER. VERIFY THAT POSTS ARE SET PLUMB <br /> 1.2. PRODUCT DATA: FOR EACH TYPE OF PRODUCT TREES REQUIRING PROTECTION: TO BE PROTECTED THAT ARE DAMAGED BY THE EXPOSURE WITHOUT NEEDING PROTECTION BY A OR AT CORRECT ANGLE AND ARE ALIGNED AND WILL BE AUTHORIZED FOR ROCK EXCAVATION OR <br /> INDICATED. CONTRACTOR. SEALER OR WATERPROOF COATING AND THAT IS REMOVAL OF OBSTRUCTIONS. <br /> 5.2.1. DO NOT STORE CONSTRUCTION MATERIALS, AT CORRECT HEIGHT AND SPACING. HOLD <br /> 1.3. QUALIFICATION DATA FOR FIRMS AND PERSONS 7.2. THE AMOUNT OF DAMAGES TO BE PAID BY THE RECOMMENDED IN WRITING BY MANUFACTURER POSTS IN POSITION DURING PLACEMENT AND 3.2. CONTRACTOR SHALL BE RESPONSIBLE FOR <br /> DEBRIS OR EXCAVATED MATERIAL <br /> TO DEMONSTRATE EXPERIENCE. INCLUDE YEARSTRADE CONTRACTOR TO THE OWNER FOR EACH FOR EXTERIOR APPLICATIONS. FINISHING OPERATIONS UNTIL CONCRETE IS INSTRUCTING WORKERS RELATED TO SAFETY SO <br /> OF EXPERIENCE (5 YEARS MINIMUM REQUIRED, 5.2.2. DO NOT PERMIT VEHICLES OR FOOT TRAFFIC 4. SITE FURNISHINGS SUFFICIENTLY CURED.TREE LOST OR IRREPARABLY DAMAGED SHALL THAT IN THE EVENT THAT QUESTIONABLE <br /> LISTS OF COMPLETED PROJECTS WITH PROJECT BE A SUM OF $8,000. THE GENERAL MATERIALS, ODORS, OILY SHEEN, ETC. ARE <br /> 5.2.3. PREVENT SOIL COMPACTION OVER ROOT 4.1. TRASH RECEPTACLES: 9.5. POSTS SET INTO VOIDS IN CONCRETE: FORM <br /> NAMES/ADDRESSES, AND NAMES/ADDRESSES OF SYSTEMS. CONTRACTOR SHALL DEDUCT SUCH PAYMENTS ENCOUNTERED, ALL WORK SHALL STOP AND THE <br /> 4.1.1. PRODUCT: BIGBELLY HIGH CAPACITY OR CORE-DRILL HOLES FOR INSTALLING POSTS <br /> FROM THE MONTHLY PROGRESS PAYMENTS PORT SHALL BE NOTIFIED IMMEDIATELY. <br /> OWNER'S REPS AND OWNERS. 5.3. KEEP PROTECTION ZONES FREE OF WEEDS AND COMPACTOR W/ BLACK HOPPER OR IN CONCRETE TO DEPTH RECOMMENDED IN <br /> 1.4. MAINTENANCE RECOMMENDATIONS: FROM A TRASH. SUBMITTED BY THE TRADE CONTRACTOR. WRITING BY MANUFACTURER OF SITE 3.3. IF EXCAVATED MATERIALS INTENDED FOR FILL <br /> CERTIFIED ARBORIST FOR CARE AND PROTECTION 5.4. MAINTAIN PROTECTION-ZONE FENCING AND 7.3. IN THE EVENT OF INJURIES TO THE CROWN, APPROVED EQUAL AND BACKFILL INCLUDE UNSATISFACTORY SOIL <br /> FURNISHINGS AND 3 4 INCH LARGER THAN OD <br /> TRUNK OR ROOT SYSTEM OF ANY TREE TO 4.1.2. QUANTITY: AS SHOWN ON PLANS MATERIALS AND ROCK, REPLACE WITH <br /> OF TREES AFFECTED BY CONSTRUCTION DURING SIGNAGE IN GOOD CONDITION AND REMOVE OF POST. CLEAN HOLES OF LOOSE MATERIAL, <br /> AND AFTER COMPLETING THE WORK. WHEN WORK COMPLETE AND EQUIPMENT REMAIN THAT ARE THE RESULT OF THE 4.1.3. COLOR: BLACK POWDER COATED SATISFACTORY SOIL MATERIALS. <br /> CONTRACTOR'S FAILURE TO PROTECT AND/OR 4.1.4. MANUFACTURER: BIGBELLY SOLAR, INC. INSERT POSTS AND FILL ANNULAR SPACE 4. EXCAVATION FOR STRUCTURES <br /> 1.5. SUBMIT REPORT IDENTIFYING LOCATION, SIZE REMOVED FROM THE SITE. BETWEEN POST AND CONCRETE WITH <br /> AND TYPE OF TREES TO BE REMOVED AND 5.5. DO NOT REMOVE PROTECTION-ZONE FENCING, MAINTAIN SUCH TREE, THE OWNER'S (888) 820-0300 NON-SHRINK, NONMETALLIC GROUT OR 4.1. EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS: <br /> REPLACED THAT ARE WITHIN TREE PROTECTION EVEN TEMPORARILY, TO ALLOW DELIVERIES OR REPRESENTATIVE MAY ELECT TO RETAIN THE 4.2. RECYCLING RECEPTACLES: ANCHORING CEMENT, MIXED AND PLACED TO DO NOT DISTURB BOTTOM OF EXCAVATION. <br /> AREAS. PROVIDE PHOTOS OF EACH TREE TO EQUIPMENT ACCESS THROUGH THE PROTECTION TREE AND STILL HOLD THE TRADE CONTRACTOR 4.2.1. PRODUCT: BIGBELLY HIGH CAPACITY COMPLY WITH ANCHORING MATERIAL EXCAVATE BY HAND TO FINAL GRADE JUST <br /> BE REMOVED SHOWING DAMAGE THAT REQUIRES ZONE. LIABLE FOR COMPENSATION. THE JUST VALUEBEFORE PLACING CONCRETE REINFORCEMENT. <br /> COMPACTOR W/ BLUE HOPPER OR MANUFACTURER'S WRITTEN INSTRUCTIONS, WITH <br /> REMOVAL DESCRIBE REASONS FOR TREE 5.5.1. TEMPORARY AND PERMANENT ACCESS IS OF THE DAMAGED TREE SHALL BE DETERMINED TRIM BOTTOMS TO REQUIRED LINES AND GRADES <br /> APPROVED EQUAL TOP SMOOTHED AND SHAPED TO SHED WATER. <br /> REMOVAL PERMUTED SUBJECT TO PREAPPROVAL IN BY THE TRUNK FORMULA METHOD ESTABLISHED TO LEAVE SOLID BASE TO RECEIVE OTHER <br /> 1.6. CERTIFICATION: FROM A REGISTERED WRITING BY ARBORIST IF A ROOT BUFFER BY THE COUNCIL OF TREE AND LANDSCAPE 4.2.2. QUANTITY: AS SHOWN ON PLANS 9.6. PIPE SLEEVES: USE STEEL PIPE SLEEVES <br /> WORK. <br /> CONSULTING ARBORIST(ASCA) THAT TREES EFFECTIVE AGAINST SOIL COMPACTION IS APPRAISERS, LATEST EDITION, OR $1500, 4.2.3. COLOR: BLACK POWDER COATED PRESET AND ANCHORED INTO CONCRETE FOR 5. EXCAVATION FOR WALKS AND PAVEMENTS <br /> INDICATED TO REMAIN HAVE BEEN PROTECTED CONSTRUCTED AS DIRECTED BY ARBORIST WHICHEVER IS GREATER. 4.2.4. MANUFACTURER: BIGBELLY SOLAR, INC. INSTALLING POSTS. AFTER POSTS HAVE BEEN <br /> DURING CONSTRUCTION ACCORDING TO AND INSTALLED PER TREE PROTECTION 7.4. AT TRADE CONTRACTOR'S EXPENSE, COMPLETELY (888) 820-0300 INSERTED INTO SLEEVES, FILL ANNULAR SPACE 5.1. EXCAVATE SURFACES UNDER WALKS AND <br /> BETWEEN POST AND SLEEVE WITH NON-SHRINK, PAVEMENTS TO INDICATED LINES, CROSS <br /> RECOGNIZED STANDARDS AND THAT THE TREES DETAIL "SURFACE PROTECTION MEASURES." REMOVE AND DISPOSE OF ANY TREE KILLED OR 4.3. BENCHES: NONMETALLIC GROUT OR ANCHORING CEMENT SECTIONS, ELEVATIONS AND SUBGRADES. <br /> WERE PROMPTLY AND PROPERLY TREATED AND MAINTAIN SURFACE PROTECTION MEASURES IRREPARABLY DAMAGED AS A RESULT OF THE 4.3.1. PRODUCT: PLAINWELL BENCH, NO CENTER MIXED AND PLACED TO COMPLY WITH 6. SUBGRADE INSPECTION <br /> REPAIRED WHEN DAMAGED. FOR AS LONG AS ACCESS IS PERMITTED. CONTRACTOR'S FAILURE TO PROTECT OR ARM, OR APPROVED EQUAL ANCHORING MATERIAL MANUFACTURER'S WRITTEN 6.1. PROOF-ROLL SUBGRADE BELOW PAVEMENTS <br /> 2. PRODUCTS 6. TREE REPAIR AND REPLACEMENT MAINTAIN TREES TO REMAIN. 4.3.2. LENGTH: 72 INCHES INSTRUCTIONS, WITH TOP SMOOTHED AND WITH HEAVY PNEUMATIC-TIRED EQUIPMENT TO <br /> 2.1. CHAIN LINK PROTECTION-ZONE FENCING: 6.1. TREES LOCATED BEYOND THE TREE PROTECTION 4.3.3. SURFACE MOUNTED SHAPED TO SHED WATER. IDENTIFY SOFT POCKETS AND AREAS OF EXCESS <br /> METALLIC-COATED STEEL CHAIN LINK FENCE FENCING THAT ARE DAMAGED AS DETERMINED BY <br /> FABRIC, 2-INCH OPENING OR SMALLER; THE OWNER'S REPRESENTATIVE SHALL BE SITE FURNISHINGS (12 93 00): 4.3.4. MATERIAL: ALUMINUM YIELDING. DO NOT PROOF-ROLL WET OR <br /> 0.120-INCH-DIAMETER MIN. WIRE SIZE; 6' HIGH; REPLACED BY THE CONTRACTOR AT NO COST TO 4.3.5. QUANTITY: AS SHOWN ON PLANS EARTHWORK (31 00 00): SATURATED SUBGRADES. <br /> LINE POSTS, 1.9 INCHES IN DIAMETER MIN.; THE OWNER. 1. SUBMITTALS 4.3.6. COLOR: BLACK POWDER COATED 6.2. RECONSTRUCT SUBGRADES DAMAGED BY <br /> 6.1.1. TREES THAT FAIL TO FULLY FOLIATE IN THE 1.1. PRODUCT DATA: FOR EACH PRODUCT INDICATED 4.3.7. MANUFACTURER: LANDSCAPE FORMS (800) FREEZING TEMPERATURES, FROST, RAIN, <br /> TERMINAL AND CORNER POSTS, 2-3/8 INCHES 1. SOIL MATERIALS ACCUMULATED WATER OR CONSTRUCTION <br /> IN DIAMETER MIN.; TOP RAIL, 1-5/8 INCHES IN SPRING FOLLOWING COMPLETION OF WITH CONSTRUCTION DETAILS, MATERIAL 430-6209 <br /> / CONSTRUCTION OPERATIONS SHALL BE DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL 4.4. UMBRELLAS: 1.1. GENERAL: PROVIDE BORROW SOIL MATERIALS ACTIVITIES AS DIRECTED BY OWNER WITHOUT <br /> DIAMETER MIN.; BOTTOM TENSION WIRE, 0.177 PRESUMED TO HAVE BEEN LOST DUE TO COMPONENTS AND PROFILES, FINISHES, WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ADDITIONAL COMPENSATION. <br /> INCH IN DIAMETER MIN.; WITH TIE WIRES, HOG 8.4.1. PRODUCT: SOLSTICE UMBRELLA OR <br /> CONSTRUCTION OPERATIONS. FIELD-ASSEMBLY REQUIREMENTS, AND ARE NOT AVAILABLE FROM EXCAVATIONS. 7. UNAUTHORIZED EXCAVATION <br /> a RING TIES, AND OTHER ACCESSORIES FOR A APPROVED EQUAL 1.2. SATISFACTORY SOILS: ASTM D 2487 SOIL 7.1. FILL UNAUTHORIZED EXCAVATION UNDER <br /> COMPLETE FENCE SYSTEM. 6.2. REPLACEMENT: INSTALLATION DETAILS. PROVIDECLASSIFICATION GROUPS GW, GP, GM, SW, SP, FOUNDATIONS OR WALL FOOTINGS BY EXTENDING <br /> c� 8.4.2. STYLE: CYGNUS <br /> 3. PREPARATION 6.2.1. FOR DAMAGED TREES UNDER 6" CALIPER: MANUFACTURER'S CUT SHEET FOR RECYCLING 8.4.3. MOUNTING: SURFACE MOUNT STAND AND SM, OR A COMBINATION OF THESE BOTTOM ELEVATION OF CONCRETE FOUNDATION <br /> 3.1. REVIEW THE TREE PROTECTION LIMITS AND PROVIDE NEW TREES OF SAME CALIPER SIGNAGE ON RECYCLING CONTAINERS. 8.4.4. QUANTITY: AS SHOWN ON PLANS GROUPS; FREE OF ROCK OR GRAVEL LARGER OR FOOTING TO EXCAVATION BOTTOM, WITHOUT <br /> a; FENCING. FENCING SHALL BE IN PLACE AND SIZE AND MATCHING SPECIES 1.2. SAMPLES FOR INITIAL SELECTION: FOR UNITS <br /> VISIBLE. DO NOT RELOCATE THE CLEARING 6.2.2. FOR DAMAGED TREES OVER 6" CALIPER: WITH FACTORY-APPLIED COLOR FINISHES. 8.4.5. COLOR: BLACK POWDER COATED THAN 3 INCHES IN ANY DIMENSION, DEBRIS, ALTERING TOP ELEVATION. LEAN CONCRETE FILL, <br /> CV LIMIT FENCE AT ANY TIME WITHOUT WRITTEN PROVIDE NEW 6" CALIPER TREES OF 1.3. PRODUCT SCHEDULE W/ SAME DESIGNATIONS 8.4.6. MANUFACTURER: LANDSCAPE FORMS (800) <br /> WASTE, FROZEN MATERIALS, VEGETATION AND WITH 28-DAY COMPRESSIVE STRENGTH OF 2500 <br /> OTHER DELETERIOUS MATTER. PSI, MAY BE USED WHEN APPROVED BY OWNER. <br /> APPROVAL FROM THE OWNER'S REPRESENTATIVE. MATCHING SPECIES INDICATED ON DRAWINGS. 430-6209 <br /> <0 1.3. UNSATISFACTORY SOIL DEFINITIONS: 7.2. FILL UNAUTHORIZED EXCAVATIONS UNDER <br /> 3.1.1. IDENTIFY TREES THAT MAY HAVE THEIR CRZ 6.2.3. LOCATE AND INSTALL REPLACEMENT TREES 8.5. BOLLARDS: <br /> N EXTENDING OUTSIDE OF THE CLEARING LIMIT IN ACCORDANCE WITH THE INSTRUCTIONS 1.4. MAINTENANCE DATA TO INCLUDE IN MAINTENANCE 1.3.1. SOIL CLASSIFICATION GROUPS GC, SC, CL, OTHER CONSTRUCTION OR UTILITY PIPE AS <br /> 8.5.1. PRODUCT: DG-4 OR APPROVED EQUAL ML, OL, CH, MH, OH, AND PT ACCORDING DIRECTED BY OWNER. <br /> LINE. OF THE OWNER. LOCATION OF <br /> 3.1.2. NOTIFY OWNER IMMEDIATELY IF REPLACEMENT TREES MAY BE ANYWHERE 2. EXTRA MATERIALS 8.5.2. MOUNTING: REM/LOCK TO ASTM D 2487, OR A COMBINATION OF 8. STORAGE OF SOIL MATERIALS <br /> DETERMINATION IS REQUIRED FOR TREE WITHIN THE PROJECT AT OWNER'S 2.1. FURNISH EXTRA MATERIALS DESCRIBED BELOW 8.5.3. CAP: SILICON-BRONZE THESE GROUPS. 8.1. STOCKPILE BORROW SOIL MATERIALS AND <br /> 6 PROTECTION OR REMOVAL. REPRESENTATIVE'S DIRECTION. THAT MATCH PRODUCTS INSTALLED AND THAT 8.5.4. QUANTITY: AS SHOWN ON PLANS 1.3.2. FORMERLY SATISFACTORY SOILS NOT EXCAVATED SATISFACTORY SOIL MATERIALS <br /> 3.2. REFER TO TREE PROTECTION DETAIL AND SITE 6.2.4. ALL AREAS THAT ARE IMPACTED DUE TO ARE PACKAGED WITH PROTECTIVE COVERING FOR 8.5.5. COLOR: BLACK POWDER COATED MAINTAINED WITHIN 2 PERCENT OF OPTIMUM WITHOUT INTERMIXING. PLACE, GRADE AND <br /> I PLAN ON CONTRACT DRAWINGS. CONSTRUCTION ACTIVITY OF ANY KIND, STORAGE AND IDENTIFIED WITH LABELS 8.5.6. MANUFACTURER: URBAN ACCESSORIES, INC. MOISTURE CONTENT AT TIME OF SHAPE STOCKPILES TO DRAIN SURFACE WATER. <br /> E 3.3. TEMPORARY FENCING: COORDINATE LOCATIONS INCLUDING VEHICLE ACCESS, STORAGE OF DESCRIBING CONTENTS. (877) 487-0488 COMPACTION. <br /> I WITH LIMIT OF WORK LINE. CONFIRM THAT MATERIAL OR CLEARING SHALL RECEIVE 2.1.1. ANCHORS: ONE SET FOR EACH TYPE OF 8.6. DRAIN COVERS: 1.4. TOPSOIL: SHALL BE AS SPECIFIED IN SECTION <br /> To <br /> FENCING ALONG LIMIT OF WORK LINE IS FULL SUBGRADE PREPARATION PER SECTION 32 91 00 OR SHALL BE REPAIRED PER SITE FURNISHING. 8.6.1. PRODUCT: STANDARD A.D.A. DRAIN COVER 32 91 00. <br /> i OUTSIDE THE CRITICAL ROOT ZONE OF TREES3. MATERIALS, GENERAL 1.5. ENGINEERED FILL: SHALL BE AS SPECIFIED IN IF SHEET IS LESS THAN 22x34 <br /> a TO PROTECT AND REMAIN. OWNER'S REPRESENTATIVE'S 3.1. ANCHORS, FASTENERS, FITTINGS, AND HARDWARE: 8.6.2. MATERIAL: 100% RECYCLED GREY IRON WSDOT STANDARD SPECIFICATIONS FOR ROAD, REDUCE SCALES ACCORDINGLY <br /> 2 <br /> 3 ' APPROVED PROJECT ENGINEER: SCALE: DWG. NO. <br /> CASCADE ficad a E. SCHMIDT NO SCALE PORT OF EVERETT <br /> PO O DESIGN PUBLI WORKS D:PARTW NT �1(If'� L3.01 <br /> `:. < °EIGNED BY DATE.SCHMIDT _ FEB. 19, 20,6 WATERFRONT PLACE CENTRAL <br /> COLLABORATIVE BYM1hutCIP va.6-8-001-03 <br /> DRAWN 8Y: CHECKED BY. INTERIM PUBLIC L I C A C C E S S <br /> '7 P.O. BOX 538 LANDSCAPEARalITECTu +URBAN D�GN �f 4 WININS�, D. ROBBEN J. KLEINKOPF <br /> a 1402 3RD <br /> Ave.,(Suite 415,Seattle, <br /> WA 98101 2/19/16 s CITY 4-ero a t�14 1 p�� MIMED g� NO.PROJECT PA-SM 2016 03 <br /> EVERETT, WA 982G6 NO DATE sQ��OF E eRETT rt°v'IEWED FOR PE T /�` �/ APPROVED BY: SOUTH MARINA PLAZA <br /> / (425) 259-3164GM <br /> BY REVSION NC. GATE RE!ISION tt]fA1GV[116 a] <br /> SPECIFICATION NOTES (4.- SHEET NO 6 0F` <br /> --T3---, <br />