2930 WETMORE AVE 2024 T MOBILE ANTENNAS Plans 2025-09-30

GENERAL CONSTRUCTION NOTES SITE WORK NOTES T Mobile, 1. ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(LATEST EDITION),AND ALL 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,UNLESS OTHERWISE NOTED. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND OTHER APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE JURISDICTION. UNSATISFACTORY SOIL MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND THE CARRIER HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).SPECIFICATIONS ARE THE NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED RULING DOCUMENTS,AND ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. FOR THE FILL MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE, SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD(EOR)PRIOR TO PROCEEDING WITH MOISTURE-CONDITION AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY N 4 LYN X . ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PRIOR TO PLACEMENT OF FILLS. . PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY 3. THE DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING ONLY,UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT AND MANNER OF THEIR REMOVAL OR ADJUSTMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING CONSTRUCTION OPERATIONS,REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED.ALL APPURTENANCES,AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING CAPITAL DESIGN SERVICE' THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD CONDITIONS 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE INCLUDING DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN IN THE OF CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS 1910LVM PI AAVE E 9 SOfi 96 DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION,IS REQUIRED. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH ANY ADDITIONAL GRAVEL RESURFACING 360.91 s.6750 BROUGHT TO THE ATTENTION OF THE FOR PRIOR TO THE COMMENCEMENT OF WORK.NO COMPENSATION FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. �� GAPI-LOESIBNSERVICES-0 ARCHITECT/ENGINEER.FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. AT HIS/HER OWN RISK AND EXPENSE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.SPACING BETWEEN EQUIPMENT IS 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB REQUIRED CLEARANCE.THEREFORE,IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,AND SHOULD THERE BE ANY CONSTRUCTION. GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS AND/OR DESIGN INTENT,THE SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION � ECTO R SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB g. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO WILL OPERATE. E n IS I n E E R 8 DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. EXISTING GRADES AT THE GRADING LIMITS. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AUTHORIZATION 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADDITIONAL COST TO THE CONTRACT. DRAWN BY: JU CONTRACT DOCUMENTS. ADMINISTRATION(OSHA)REQUIREMENTS. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. CHECKED BY: BU 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS ATTENTION.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, PROCTOR DRY DENSITY. APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. DRAWING VERSION TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH 17. FOUNDATION DESIGN IS BASED UPON 1,500 PSF ALLOWABLE BEARING PRESSURE.INDEPENDENT VER. DATE DESCRIPTION UNDER CONTRACT,UNLESS OTHERWISE NOTED. APPROVED CLEAN FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. SOILS TESTING BY A LICENSED GEOTECHNICAL ENGINEER IS STRONGLY RECOMMENDED TO VERIFY 1 11/22/24 PRELIM CX DRAWINGS AND ALL OTHER APPLICABLE SOILS PARAMETERS SLOPE STABILITY, . 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE SOIL BEARING CAPACITY, 2 11/26/24 CLIENT COMMENT BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. SHALL CONFORM TO ALL OSHA REQUIREMENTS. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE STRUCTURAL STEEL NOTES 3 12/02/24 FINAL CX DRAWINGS 4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS AND PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS,THRASH, 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL WEEDS,BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING CLEANING OF STEEL CONSTRUCTION.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. INDICATED BELOW: RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE W-SHAPES:ASTM A992,50 KSI 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS PROTECTED BY THE GENERAL CONTRACTOR. ANGLES,BARS,CHANNELS,PLATES:ASTM A36,36 KSI HSS SECTIONS:ASTM 500,46 KSI RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY PIPE SECTIONS:ASTM A53-13,35 KSI REGULATIONS TAKE PRECEDENCE. COMPANY,TELEPHONE COMPANY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS WAS ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. �Y '• 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS,PIPING ETC. LOCATION. 2. � �OF/ HI AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR FOUNDATION, EXCAVATION AND BAC KFI LL NOTES CONFORM TO AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE y PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY UNDERSTOOD PER TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION".PAINTED SURFACES SHALL THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. BE TOUCHED UP.ALL WELDING SHALL BE PERFORMED IN AN APPROVED SHOP. (UNLESS NOTED OTHERWISE).LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, 4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325.HOLES TO BE 1/161,DIA. 510 SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE,UNSUITABLE MATERIAL OR FROZEN SOILS, LARGER THAN BOLT,U.N.O. I, TUA EN 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND AND WITHOUT THE PRESENCE OF POUNDING WATER.DEWATERING FOR EXCESS GROUND WATER SHALL �D BLEND IN WITH ADJACENT SURFACES. BE PROVIDED WHEN REQUIRED.COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS NAL NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN UNLESS NOTED OTHERWISE. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED MATERIALS. ACCORDANCE WITH ASTM D1557. 17. KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.EQUIPMENT 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL.IF 6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. vecroRaRo�ecra:uzsts.t5s�.za1 2/02/2024 NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED.LEAVE PREMISES IN INADEQUATE BEARING CAPACITY IS REACHED THE DESIGNED EXCAVATION DEPTH,THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH 7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURER'S CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE.CONTRACTOR MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER.LOCATE AND AVOID CUTTING PROJECT INFORMATION SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR S E0151 OA STABILIZE THE BOTTOM OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL NOT CONCRETE WALLS. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. RECOMMENDATIONS. 8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER ICC& DOWNTOWN 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS, MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.THIRD PARTY SPECIAL 19. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE AND SO FORTH PRIOR TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS INSPECTION IS REQUIRED FOR CONCRETE EXPANSION ANCHORS(I.E.SIMPSON EVERETT-WALL EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED EARTH,LOAM SANDY CLAY,SAND AND GRAVEL,OR SOFT SHALE,FREE FROM CLODS OR LARGE STRONG-BOLT 2 WEDGE ANCHORS PER ESR-3037).INSTALLATION OF WEDGE ANCHORS IN AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF STONES OVER 2 1/2"MAX DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. MASONRY IS NOT PERMITTED. 2930 WETMORE AVE THE ENGINEER. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE EVERETT,WA 98201 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL COMPACTION.EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. SHEET TITLE REGULATORY AUTHORITIES. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE.DARK SHADED LINES AND NOTES WATER.THE FINAL(FINISH)ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS GENERAL NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT.CONTRACTOR SHALL VERIFY IF EXISTING FROM THE CENTER.FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE CONSTRUCTION IS COMPLETE.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. WHERE REQUIRED. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC SHEET NO. ELECTRICAL SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY TYPE:TYPAR-3401 AS MANUFACTURED BY"CONSTRUCTION MATERIAL 1-800-239-3841"OR AN COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION APPROVED EQUIVALENT,SHOWN ON PLANS.THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO AUTHORITIES. CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL FABRIC SHALL ^ A ' O 23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE VALUES BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FDOT (�J'I\V' SHOWN IN THESE DRAWINGS AND NOTIFY THE E.O.R.IF ANY DISCREPANCIES ARE FOUND.ALL ELEMENTS OF TYPE No.57 FOR FENCED COMPOUND;FDOT TYPE No.67 FOR ACCESS DRIVE AREA. • EXISTING STRUCTURE TO REMAIN UNDISTURBED,U.N.O. City of Everett Permit Services EVERETT Reviewed for Permit 12/17/2024 WASHINGTON