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GENERAL CONSTRUCTION NOTES: SITE WORK NOTES: FOUNDATION, EXCAVATION AND BACKFILL NOTES: Sprint
<br /> 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE,THE LATEST EDITION I. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 1, ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL.
<br /> AND ALL OTHER APPLICABLE CODES AND ORDINANCES.
<br /> 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING, 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY
<br /> 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE
<br /> CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION). THE SPECIFICATION IS THE RULING 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN
<br /> DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE
<br /> BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. COMPLETION OF PROJECT. MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557.
<br /> 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING
<br /> AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD PLOTTED FROM AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER CAPACITY IS REACHED AT THE OESIGNEO EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED
<br /> CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE
<br /> PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY OISCREPMICIES SHALL BE BROUGHT TO THE THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED G E N C R A L DYNAMICS
<br /> ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE OF ALL EXISTING UTILITIES AND FACILITIES PRIOR O START OF CONSTRUCTION. CONTRACTOR SHALL ALSO STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF
<br /> AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND USED, SHALL NOT SUBSTITUTE FOR REWIRED THICKNESS OF CONCRETE. WIRELESS SERVICES
<br /> 4. THESE DRAWINGS SHOW THE COMPLETED PROJECT ONLY AND no NOT INCLUDE COMPONENTS THAT MAY METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 4, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS,AND SO
<br /> BE NECESSARY FOR CONSTRUCTION SAFETY. S. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH,LOAM
<br /> CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE SANDY CLAY,SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2"MAX
<br /> 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIDNS PRIOR TO COMMENCING ANY IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO FURTHER DIMENSIONS.ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS,
<br /> WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE
<br /> GUIDELINES ONLY AND MUST BE VERIFIED. ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT S. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6'THICK LIFTS BEFORE
<br /> HIS/HER OWN RISK AND EXPENSE. COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF THE P�NEERING
<br /> 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM DISS7.
<br /> CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY TRK ENGINEERING L1 D. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF
<br /> CONSTRUCTION. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. PRQjrCTINICIMANTION:
<br /> 7. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS,
<br /> ELECTRICAL LINES.AND ANTENNA CABLES. 7. ALL NEW AND EXISTINO UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE \LI\4.`ILK\NL`N\t\11UL1LIN�.11
<br /> SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. FINAL(FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER.
<br /> 8. ROUTING OF ALL CONDUITS,CABLES, CABLE TRAY,ETC.IS 1NDICATED AS PROPOSED LOCATIONS ONLY, FlNISH GRAD OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS.
<br /> CONFIRM THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF 8, GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. r�,{
<br /> WORK EXISTING GRADES AT THE GRADING LIMITS. B `OADWAY
<br /> 9. THE GENERAL CONTRACTOR SHALL ENSURE THE STABILITY OF THE STRUCTURAL COMPONENTS AND THE 8. NEWLY GRADED SURFACE AREAS TO RECENT GRAVEL SMALL BE COVERED WITH 1"OR AN FABRIC TYPE:
<br /> STRUCTURE AS A WHOLE WRING ALL STAGES BY TEMPORARILY SUPPORTING AND BRACING AS 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY TYPAALENT, H MANUFACTURED H 'CONSTRUCTION MATERIAL 1-800-2K IN C1"OR AN APPROVED
<br /> NECESSARY UNTIL COMPLETION OF THE PROJECT. LVID BACK UI BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EQUIVALENT, SHOWN ET PLANS.THE AND EXTEND
<br /> FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE SEO3XC209
<br /> (OSHA)REQUIREMENTS. RECURRENCE OF VEGETATIVE GROWTH AND E)cTENO TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR
<br /> USE OF THESE DRAWINGS 6 STRICTLY UNITED TO THE INSTRUCTION NOTED IN THE RE\45ION BLOCK ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A
<br /> 10. THE
<br /> OF THESE ORTHESES AND SHALL BE USED FOR CONSTRUCTION ONLY WHEN THE DRAWER VA.i BEEN 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95Y.OF MAXIMUM STANDARD PROCTOR MINIMUM OF 4'DEEP CCMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FOOT TYPE No. 57 FOR FENCED 2517 110'WARC AVE
<br /> 'ISSUED FOR CONSTRUCTION'. DRY DENSITY. COMPOUND: FOOT TYPE No. 67 FOR ACCESS DRIVE AREA EVERT T, WA 98203
<br /> 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION,TOPSOIL,DEBRIS, WET AND UNSATISFACTORY SOIL
<br /> 11. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB APPROVED CLEAN FILL AND COMPACTED 10 95%OF STANDARD PROCTOR DENSITY. MATERIALS,OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SNOHOMISH COUNTY
<br /> DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH
<br /> 12. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING.AND SHALL RECEIVE IN WRITING AUTHORIZATION 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH EXISTING/PREPARED SOIL SURFACE.
<br /> TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE.
<br /> 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL I»IIF I_)-\IF.
<br /> CONTRACT DOCUMENTS. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO I VERTICAL SHALL BE MATERIAL,SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED. PULVERIZE, MOISTURE-CONDITION AND/OR W-30-12
<br /> 13. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. AERATE THE SOILS AND RE-COMPACT O THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS.
<br /> ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 14. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, 01k;
<br /> TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK BRUSH OR ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS ZONING/PERMITTING
<br /> UNDER CONTRACT. UNLESS OTHERWISE NOTED. SWILL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. AND COMPACTION AS SPECIFIED.ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND
<br /> 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS ANDWAVES.
<br /> 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFl LICT WITIi THE IMPROVEMENTS SHALL BE REVISIONS
<br /> BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK
<br /> PROTECTED BY THE GENERAL CONTRACTOR. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY REV. DUE DESCRIPTION INITIALS
<br /> SHALL CONFORM TO ALL OSHA REQUIREMENTS. UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO
<br /> I5. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS&GROUNDS AND 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH A 7/30/12 909, CG'S i.F.
<br /> SCHEDULE HAS ALL COOITIES AND WORKING HOURS IM ACCORDANCESUPERINTENDENT
<br /> WITH THE REQUIREMENTS.&S. TELEPHONE COMPAY, AND ANY OTHER LRILRY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. COMPACTED SURFACE THROUGHOUT SITE.
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<br /> �/ 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE
<br /> MAY TRELATE TO H RADIO EQUIPMENTLANTENNAS AND ANY OTHER WPORTIONS OF THE WORK.OTHERS AS IT ANTENNA & COAT NOTES: GRAVEL SURFACING IS PLACED AND/OR RESTORED.MY LOOSE OR DISTURBED MATERIALS SHALL BE
<br /> THOROUGHLY COMPACTED AND PINY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH
<br /> 17. INSTALL ALL EOUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS1. VERIFY EACH COAXIAL HYBRID CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN
<br /> RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR WITH SAMSUNG. THE SUB CITADEL
<br /> REGULATIONS TAKE PRECEDENCE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EOUIPMENT LOADS WILL OPERATE.
<br /> 16. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. 2. THE SHEET
<br /> A-COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED
<br /> AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE
<br /> CABLE LENGTHS)MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY SAMSUNG. REPAIRED AMD/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT.
<br /> 19. WHEN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES.OR 3. ALL MAN CABLES SHALL UIUZE GROUND KITS,GROUNDED AS FOLLOWS:
<br /> PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID, EXCESS
<br /> UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO.CUT OR DAMAGED UNDER ANY A. NEAR ANTENNA RAD CENTER ELEVATION, TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING
<br /> CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN 15 OVER 200', AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT.
<br /> KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. C. BOTTOM OF TOWER.
<br /> 20. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE D. AT MASTER GROUND BAR S-0"FROM MMES-BBU CABINETENVIRONMENTAL NOTES:
<br /> PRE-CONSTRUCTION CONDITION OR BETTER. 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR.
<br /> 21. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED S. ALL MAN CABLES SHALL BE COLOR CDDED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE
<br /> MATERIALS. SPECIFICATIONS. RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION.
<br /> 22. KEEP CONTRACT AREA CLEAN, HAZARD FREE.AND DISPOSE OF ALL DIRT, DEBRIS,AND RUBBISH. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4,RF-1 AND AS FOLLOWS: 2, CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION
<br /> EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES,ROADWAYS NOT FOR CONSTRUCTION UNLESS
<br /> LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PANT SPOTS,DUST,OR SMUDGES OF ANY A. MAIN LINE COLOR STANDS SHALL BE 2"WIDE. MAINTAIN 1'SPACING BETWEEN COLORS. AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION h RELEASE LABELED AS CONSTRUCTION SET
<br /> NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF OF SITE.
<br /> CONSTRUCTION.
<br /> B. FREQUENCY COLOR BANGS SHALL BE 2"WIDE WITH NO SPACE BETWEEN COLORS.
<br /> C. JUMPER COLOR BANDS SHALL BE 1'WIDE WITH t'SPACE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE l.11a\>ZI1I
<br /> 23. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS D. START COLOR BANDS 2'BEYOND WEATHERPROOFING. MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION.
<br /> RECOMMENDATIONS. E. START SELECTOR COLOR NEXT TO END CONNECTORS.
<br /> 24. ALL EXISTING INACTIVE SEWER.WATER,GAS. ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER, SEE ANTENNA 4. NO SEDIMENT SHALL F ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR ISL FENCING FOR TAKING
<br /> SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED
<br /> EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE IN ANY AREAS SUBJECT TO EROSION.
<br /> DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE.
<br /> THE APPROVAL OF THE ENGINEER. 5. THE CONTRACTOR IS RESPONS18LE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT
<br /> 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TD AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE GE.ANY DAMAGE TO
<br /> A0.JACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRAACTORCTOR
<br /> MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE NTH JURISDICTIONAL GR EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE SPECIFIED IN S EXPENSE.
<br /> STATE AND LOCAL GUIDELINES FOR EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCA_ THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL
<br /> REGULATORY AUTHORITIES. MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY.
<br /> 10. PROVIDE AT LEAST 8'OF SUCK IN THE MAN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO
<br /> 26. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS MND/OR WIRING CERTIFICATES REQUIRED FOR THE PROVIDE FOR FUTURE CONNECTOR REPLACEMENT, 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MIMMUM.
<br /> ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED.
<br /> AND SCHEODUNG WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES.
<br /> B. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE
<br /> 27. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REWIRED FOR COMPLETION OF WORK AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE.
<br /> AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK
<br /> CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,
<br /> COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT
<br /> 28. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED,WITHOUT WRITTEN APPROVAL ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA THIS
<br /> FROM TRK ENGINEERING LTO. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR MAY INCLUDE SUCH MEASURES AS SILT FENCES,STRAW BALE SEDIMENT BARRIERS.AND CHECK DAMS,
<br /> CORRECTING THE INSTALLATION AT THEIR EXPENSE. iI IFFT TITLE:
<br /> 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN.
<br /> HARD. SOUND, DURABLE, UNIFORM IN QUALITY STONE
<br /> 29. ALL ITEMS NOT LISTED AS'EXISTING'OR'PROODE0 BY OTHERS'ARE TO BE SUPPLIED AND INSTALLED FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, q /�
<br /> BY THE CONTRACTOR DISINTEGRATED MATERIAL, ORGANIC MATTER.OIL,ALKALI,OR OTHER DELETERIOUS SUBSTANCES. V E I n'V E I n\AL N lel I T
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<br /> 1253-080
<br /> THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED_
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