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GENERAL CONSTRUCTION NOTES:
<br />1. ALL WORK SHALL CONFORM TO THE RE�UIREMENTS OF THE LOCAL BUILDING CODE THE LATEST EDITION AND ALL
<br />OTHER APPLICABLE CODES AND ORDINANCES.
<br />2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED
<br />CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION�. THE SPECIFICATION IS THE RULING
<br />DOCUMENT AND ANV DISCREPANCIES BEiWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT
<br />TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE
<br />PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FlELD CONDITIONS AND DIMENSIONS
<br />AND CONFIRMING THAT THE WORK MAV BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH
<br />CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE
<br />COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF L4CK OF KNOWLEDGE OF
<br />FIELD CONDITIONS.
<br />4. THESE DRAWINGS SHOW THE COMPLETED PROJECT ONLYAND DO NOT INCLUDE COMPONENTS THAT MAY BE
<br />NECESSARV FOR CONSTRUCTION SAFEN.
<br />5. CONTRACTOR SHALL VERIFV ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANV WORK. ALL
<br />DIMENSIONS OF EXISTING CONSTRUC710N SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND
<br />MUST BE VERIFIED.
<br />6. IF THE SPECIFlED EOUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL
<br />PROPOSE AN ALTERNATIVE INSTALL4TION FOR APPROVAL BY TRK ENGINEERING LTD,
<br />7. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL
<br />LINES, AND ANTENNA CABLES.
<br />8. ROUTING OF ALL CONDUITS, CABLES. CABLE TRAY, ETC. IS INDICATEO AS PROPOSED LOCATIONS ONLY. CONFIRM
<br />THE E%ACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK
<br />9. THE GENERAL CONTRACTOR SHALL ENSURE 7HE STABILIN OF THE STRUCTURAL COMPONENTSAND THE
<br />STRUCTURE AS A WHOLE DURING ALL STAGES BY TEMPORARILV SUPPORTING AND BR4CING AS NECESSARY UNTIL
<br />COMPLETION OF THE PROJECT.
<br />10. THE USE OF THESE DRAWINGS IS STRICTLY LIMITED TO THE INSTRUCTION NOTED IN THE REVISION BLOCK OF THESE
<br />DRAWINGS AND SHALL BE USED FOR CONSTRUCTION ONLV WHEN THE DRAWING HAS BEEN "ISSUED FOR
<br />CONSTRUCTION".
<br />11. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAV BE REQUIRED TO SUIT JOB DIMENSIONS OR
<br />CONDITIONS, AN� SUCH MODIFICATIONS SHALL BE INCLUDED AS PAflT OF THE WORK.
<br />12 CONTRACTOR SHALL RECENE CLARIFICATION IN WRITING, AND SHALL RECENE IN WRITING AUTHORIZATION TO
<br />PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFlED BV THE CONTRACT
<br />DOCUMENTS.
<br />13. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION.
<br />CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIOUES, SEQUENCES
<br />AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE
<br />NOTED.
<br />14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEN OF THE WORK AREA, ADJACENTAREAS AND BUILDING
<br />OCCUPANTS THAT ARE LIKELV TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO
<br />ALL OSHA REOl11REMENTS.
<br />15. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS 8 GROUNDS AND
<br />SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REOUIREMENTS.
<br />76. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS A51T MAY
<br />RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANV OTHER PORTIONS OF THE WORK.
<br />77. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS
<br />SPECIFlCALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
<br />16. MAKE NECESSARV PROVISIONS TO PROTECT EXISTING SURFACES, E�UIPMENT, IMPROVEMENTS, PIPING ETC. AND
<br />IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION.
<br />19. WHEN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS
<br />TMROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLV UNDERS700D THAT REINFORCING
<br />STEEL SHA�L NOT BE DRILLED INTO. CUT OR DAMAGED UNDER ANV CIRCUMSTANCES (UNLESS NOTED OTHERWISE).
<br />LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELV KNONM AND THEREFORE MUST BE SEARCHED FOR BY
<br />APPROPRIATE METHODS AND EQUIPMENT.
<br />20. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE-CONSTRUCTION
<br />CONDITION OR BETTER.
<br />21. SEAL PENETRATIONS THROUGH FlRE RATED AREAS WITH U.L LISTED AND FlRE CODE APPROVED MATERIALS.
<br />22. KEEP CONTRACT AREA CLEAN. HAZARD FPEE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EOUIPMENT NOT
<br />SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN
<br />CONDITION AND FREE FROM PAINT SPOTS. DUST, OR SMUDGES OF ANV NATURE. CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION.
<br />23. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACNRERS
<br />RECOMMENDATIONS.
<br />24. ALL E%ISTING INACTNE SEWER. WATER. GAS. ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
<br />EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT
<br />POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF THE
<br />ENGINEER.
<br />25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
<br />MEASURES, IF REOUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE
<br />AND LOCAL GUIDELINES FOR EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY
<br />AUTHORITIES.
<br />26. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES RE�UIRED FOR THE
<br />ELECTRICAL SERVICE UPGRADE. IN AODITION. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND
<br />SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES.
<br />27 OBTAIN AND PAV FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND
<br />ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS
<br />TO THE REOUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION.
<br />28. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED, WITHOUT WFITTEN APPROVAL FROM TRK
<br />ENGINEERING LTD. FAILURE TO OBSERVE THIS RULE MAV RESULT IN CONTRACTOR CORRECTING THE INSTALLATION
<br />AT THEIR EXPENSE.
<br />29. ALL ITEMS NOT LISTED AS "EXISTING" OR "PROV�DED BV OTHERS" ARE TO BE SUPPLIED AND INSTALLED BY THE
<br />CONTRACTOR
<br />SITE WORK NOTES:
<br />i. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERN LINES OR LEASE LINES, UNLESS OTHERWISE NOTED.
<br />2 DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING.
<br />3. SIZE, LOCATION AND TVPE OF ANY UNDERGROUN� UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND
<br />PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF
<br />PROJECT.
<br />4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM
<br />AVAIL46LE RECORDS. THE ENGINEER AND OVJNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCV
<br />OR ACCURACV OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES
<br />PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITV COMPANY DETAILED
<br />INFORMATION RELATNE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES.
<br />5. CONTRACTOR SHALL VERIFV ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLV PRIOR TO START OF
<br />CONSTRUCTION. ANV DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLP.NS SHALL BE IMMEDIATELY
<br />REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL 6E
<br />PERFORMED UNTIL THE DISCREPANCY IS CHECKE� AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE
<br />SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HISMER OWN RISK AND EXPENSE.
<br />6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITV LOCATIONS 48 HOURS PRIOR TO START OF
<br />CONSTRUCTION.
<br />7. ALL NEW AND EXISTING UTILIN STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALI BE
<br />ADJUSTED TO FINISH ELEVATIONS PRIOF TO FINAL INSPECTION OF WORK.
<br />8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING
<br />GRADES AT THE GRADING LIMITS.
<br />9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID
<br />BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETV AND HEALTH ADMINISTRATION (OSNA)
<br />REQUIREMENTS.
<br />10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED T095%OF MAXIMUM STANDARD PROCTOR DRY
<br />DENSITV.
<br />i i. NEW GRADES NOT IN BUILDING AND DRNEWAY IMPROVEMENT AREATO BE ACHIEVED BY FILLING WITH APPROVED CLEAN
<br />FlLL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY.
<br />72- ALL FILL SHALL BE PLACED IN 11NIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLV
<br />COMPAC7ED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAIL46LE.
<br />73- ANV FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY
<br />BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER.
<br />14. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO FAPERS, THRASH. WEEDS, BRUSH OR
<br />ANY OTHER DEPOSITS WILL REMAIN. ALL MATEiilALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF
<br />OFF-SITE BY THE GENERAL CONTRACTOR.
<br />75. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFlLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE
<br />GENERALCONTRACTOR.
<br />16- ALL SITE WORK SHALL BE CAREFULLV COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANV,
<br />TELEPHONE COMPAV. AND ANV OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION.
<br />ANTENNA & COAX NOTES:
<br />1. VERIFY EACH COA%IAL HYBRID CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH
<br />SAMSUNG.
<br />2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED ON SHEET
<br />A-a. THIS CABLE LENGTH IS TO BE USED FOR PABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH�S) MUST
<br />BE VERIFlED. COAXIAL CABLE SHALL BE PROVIDED BY SAMSUNG.
<br />3. ALL MAIN CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS:
<br />A. NEAR ANTENNA RAD CENTER ELEVATION,
<br />B. MIDDIE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200',
<br />C. BOTTOM OF TOWER,
<br />D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET
<br />4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR.
<br />5. ALL MAIN CABLES SHALL BE COIOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT
<br />SPECIFICATIONS.
<br />fi. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS:
<br />A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETVJEEN COLORS.
<br />B. FREOUENCV COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS.
<br />C. JUMPER COLOR BANOS SHALL BE 1" WIDE WITH 1"SPACE.
<br />�. STARTCOLORBANDS2"BEYONDWEATHERPROOFING.
<br />E. START SELECTOR COLOR NEXT TO END CONNECTORS.
<br />7. FINAL COAXIALANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA SCHEDULE
<br />SHEET A�. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD.
<br />8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE.
<br />9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE
<br />CABLE MANUFACTURES SPECIFICATIONS WHICHEVER �S LESS, WITH HARDWARE SPECIFlED IN THE COAXIAL CABLE
<br />ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT.
<br />10. PROVIDE AT LEAST 6" OF SL4CK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR
<br />FUTURE CONNECTOR REPLACEMENT.
<br />FOUNDATION, EXCAVATION AND BACKFILL NOTES:
<br />1. ALL FINAL CaRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL.
<br />2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRE7E SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY
<br />HORIZONTALAND FREE FROM ANY LOOSE, 11NSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF
<br />POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REOUIRED. COMPACTION OF
<br />SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFlED PROCTOR MAXIMUM DRY
<br />DENSITV FOR THE SOIL IN ACCORDANCE WITH ASTM D1557.
<br />3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL IF INADEOUATE BEARING
<br />CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS
<br />FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL
<br />BE FlLLED WITH CONCRETE OF THE SAME NPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAV BE USED TO
<br />STABILIZE THE BOTTOM OF THE EXCAVATION. ANV STONE SUB BASE MATERIAL. IF USED, SHALL NOT SUBSTITUTE FOR
<br />REOUIRED THICKNESS OF CONCRETE.
<br />4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR
<br />TO BACK FlLLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCN AS EARTH, LOAM SANDV CLAV. SAND AND
<br />GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FlLL SHALL BE
<br />PLACEDIN COMPACTEDLAYERS.
<br />5. ALL FlLL MATERIA�S AND FOUNDATION BACK FILI SHALL BE PLACED MAXIMUM fi" THICK LIFTS BEFORE COMPACTION. EACH
<br />LIFT SHALL BE WETTED IF REOUIRED AND COMPACTED TO NOT LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRV
<br />DENSITV FOR SOIL IN ACCORDANCE WITH ASTM D1557.
<br />6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING.
<br />7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITNE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FlNISH)
<br />ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE
<br />PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FlNAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO
<br />ESTABLISH SPECIFIED ELEVATIONS WHERE REOUIRED.
<br />8. NEWLY GRADED SURFACE AREAS TO RECENE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE'. TYPAR-3401 AS
<br />MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800.239-3841"OR AN APPROVED EQUIVALENT, SMOWN ON PLANS. THE
<br />GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO
<br />WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR EIECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL
<br />FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT NPE No. 57
<br />FOR FENCED COMPOUND; FDOT TYPE No. 67 FOR ACCESS DRIVE AREA.
<br />9. IN ALL AREAS TO RECENE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORV SOIL MATERIALS,
<br />OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES
<br />STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIA� WILL BIND WITH EXISTING/PREPARED SOIL SURFACE.
<br />10. WHEN SUB GRADE OR PREPARED GROUND Sl1RFACE HAS A DENSITV LESS THAN THAT REQUIRED FOR THE FILL MATERIAL,
<br />SCARIFY THE GROUND SURFACE TO DEPTH RE�UIRED, PULVERIZE, MOISTURE-CONDITION AND/OR AERATE THE SOILS AND
<br />RE-COMPACT TO THE REOUIRED DENSITV PRIOR TO PLACEMENT OF FILLS.
<br />11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLP.CE
<br />GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION
<br />AS SPECIFlED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES.
<br />12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANV UNFAVORABLE
<br />AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANV
<br />ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT
<br />SITE.
<br />13. GRAVEL SUB SURFACE SHALL BE PREPARED TO RE�UIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL
<br />SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIAIS SHALL BE THOROUGHLY COMPACTED AND
<br />ANV DEPRESSIONS IN THE SUB GRADE SHALI BE RLLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL
<br />SURFACING MATERIAL SHALL NOT BE USED FOR FlLLING DEPRESSIONS IN THE SUB GRADE.
<br />14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EOUIPMENT LOADS WILL OPERATE.
<br />15. DAMAGE TO EXISTING STRUCTURES AND/OR UT�LITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED
<br />AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT.
<br />16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND
<br />UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BV GOVERNING AGENCIES AT NO
<br />ADDITIONAL COST TO THE CONTRACT.
<br />ENVIRONMENTAL NOTES:
<br />t. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR PAVMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION.
<br />2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND
<br />SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND
<br />WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FlNAL JURISDICTIONAL INSPECTION 8 RELEASE OF SITE.
<br />3. CONTRACTOR SHALL INSTAWCONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE
<br />MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION.
<br />4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERN. THE CONTRACTOR IS REPSONIBLE FOR TAKING ADE�UATE
<br />MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS
<br />SUBJECT TO EROSION.
<br />5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILi AND
<br />EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT
<br />PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE.
<br />6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES
<br />INCLUDING SEDIMENT REMOVAL AS NECESSARY.
<br />7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLV TREES
<br />NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED.
<br />6. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER
<br />COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE.
<br />9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SE�IMENTATION CONTROL MEASURES AS REOUIRED BV LOCAL, COUNN
<br />AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF
<br />SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION FREA. TH�S MAY INCWDE SUCH MEASURES
<br />AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS.
<br />10. RIP RAP Of SI2ES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN al1AlITY STONE FREE OF
<br />ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN. ELONGATED OR LAMINATED PIECES. DISINTEGRATED MATERIAL,
<br />ORGANIC MATTER, OIL. AIKALI. OR OTHER DELETERIOUS SUBSTANCES.
<br />• .
<br />S rint
<br />p
<br />=PROJECT INFORMATION:
<br />DOWNTOWN EVERETT
<br />SE03XC527
<br />7602 HEWITT AVE
<br />EVERETT, WA 98201
<br />BUILDING PERMIT
<br />=REVISION HISTORY:
<br />NO. DATE: DESCRIPfION: CHK.
<br />er:
<br />2
<br />1272014 SHEETAdADDED BJT
<br />�
<br />Q1/10/2014 ISSUED DESIGN REVIEW BJT
<br />-PLANS PREPAAED BY:
<br />B. J. THOMAS, P.E.
<br />7607 80TN AVE NE
<br />MARYSVILLE, WA 98270
<br />206-851-1106
<br />JL BJ
<br />=LICENSURE:
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<br />INSTALL (3) NEW ANTENNAS 8(3) NEW RRH UNITS.
<br />=DRAWING INFORMATION:
<br />DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
<br />ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br />ERRORS AND OMISS�ONS. ALL PREVIOUS ISSUES OF THIS
<br />DRAWING ARE SUPERSEDED BV THE LATEST REVISION.
<br />THE INFORMATION CONTAINED IN THIS SET OF
<br />DOCUMENTS IS PROPRIETARY BY NATURE. ANV USE OR
<br />DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED
<br />CLIENT IS STRICTLY PROHIBITED.
<br />GENERAL NOTES
<br />=DRAWING NUMBER:
<br />G -2
<br />
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