2517 HOWARD AVE SPRINT ANTENNA 2017-05-24

GENERAL CONSTRUCTION NOTES: SITE WORK NOTES: FOUNDATION, EXCAVATION AND BACKFILL NOTES: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE,THE LATEST EDITION AND ALL 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY UNES OR LEASE LINES,UNLESS OTHERWISE NOTED. 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. Sprin is OTHER APPLICABLE CODES AND ORDINANCES. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS,SUBSTANTIALLY 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 PRESENCE OF CONSTRUCTION STANDARDS FOR WIRELESS SITES(LATEST REVISION).THE SPECIFICATION IS THE RUUNG 3. SIZE,LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND POUNDING WATER.DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED.COMPACTION OF DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECTJENGINEER AT COMPLETION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. PROJECT. DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. PROJECT INFORMATION: 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE 4. ALL EXISTING UTILITIES,FACILITIES,CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL IF INADEQUATE BEARING PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.FIELD CONDITIONS AND DIMENSIONS AVAILABLE RECORDS.THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH,THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BROADWAY CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO FCOMMENCEMENT IELD CONDITIONS.F WORK.NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF RORIITO ON RELATIVE WORKING SCHEDULES SHALLND ALSO OF TIN FROM OR UTILITY TILI TNG COMPANY S NO START OF CONSTRUCTION.CONTRACTOR DETAILED ES. REQUIRED THICKNESS OF THE EXCAVATION.ANY STONE SUB BASE MATERIAL,IF USED,SHALL NOT SUBSTITUTE FOR E. SE63XC209 4. THESE DRAWINGS SHOW THE COMPLETED PROJECT ONLY AND DO NOT INCLUDE COMPONENTS THAT MAY BE 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS,AND SO FORTH PRIOR NECESSARY FOR CONSTRUCTION SAFETY. CONSTRUCTION.ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY TO BACK FILLING.BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH,LOAM SANDY CLAY,SAND AND 2517 HOWARD AVE REPORTED TO THE ARCHITECTIENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO FURTHER WORK SHALL BE GRAVEL,OR SOFT SHALE,FREE FROM CLODS OR LARGE STONES OVER 2 12"MAX DIMENSIONS.ALL BACK FILL SHALL BE EV ERETT,WA 98203 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK.ALL PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECTIENGINEER.FAILURE TO SECURE PLACED IN COMPACTED LAYERS. DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HISIHER OWN RISK AND EXPENSE. MUST BE VERIFIED. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6"THICK LIFTS BEFORE COMPACTION.EACH ISSUED FOR: 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL CONSTRUCTION. DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. BUILDING PERMIT PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY TRK ENGINEERING LTD. 7.ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS,ELECTRICAL ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. REVISION HISTORY: LINES,AND ANTENNA CABLES. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER.THE FINAL(FINISH) CNK. 11 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER.FINISH GRADE OF CONCRETE NO. DATE: DESCRIPTION: 8. ROUTING OF ALL CONDUITS,CABLES,CABLE TRAY,ETC.IS INDICATED AS PROPOSED LOCATIONS ONLY.CONFIRM GRADES AT THE GRADING LIMITS. PADS SHALL BE A MAXIMUM OF 41NCHES ABOVE FINAL FINISH GRADE ELEVATIONS.PROVIDE SURFACE FILL GRAVEL TO BY: THE EXACT ROUTING WITH THE ONSITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS,UTILITIES,ETC.,SHALL BE PROPERLY LAID 9. THE GENERAL CONTRACTOR SHALL ENSURE THE STABILITY OF THE STRUCTURAL COMPONENTS AND THE BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA) 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXRLE FABRIC TYPE:TYPAR3401 AS STRUCTURE AS A WHOLE DURING ALL STAGES BY TEMPORARILY SUPPORTING AND BRACING AS NECESSARY UNTIL REQUIREMENTS. MANUFACTURED BY"CONSTRUCTION MATERIAL 14800-239-3841'OR AN APPROVED EQUIVALENT,SHOWN ON PLANS.THE COMPLETION OF THE PROJECT. GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD PROCTOR DRY WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER.ALL 10. THE USE OF THESE DRAWINGS IS STRICTLY LIMITED TO THE INSTRUCTION NOTED IN THE REVISION BLOCK OF THESE DENSITY. FABRIC SHALL BE COVERED WITH A MINIMUM OF 4"DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED.I.E.FOOT TYPE No.57 DRAWINGS AND SHALL BE USED FOR CONSTRUCTION ONLY WHEN THE DRAWING HAS BEEN ISSUED FOR FOR FENCED COMPOUND;FOOT TYPE No,67 FOR ACCESS DRIVE AREA. CONSTRUCTION'. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN -- FILL AND COMPACTED TO 95%OF STANDARD PROCTOR DENSITY. 9. IN ALL AREAS TO RECEIVE FILL,REMOVE ALL VEGETATION,TOPSOIL,DEBRIS,WET AND UNSATISFACTORY SOIL MATERIALS, 11. DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR OBSTRUCTIONS,AND DELETERIOUS MATERIALS FROM GROUND SURFACE.PLOW STRIP OR BREAK UP SLOPED SURFACES CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS.THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTINGIPREPARED SOIL SURFACE. COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 12. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE IN WRITING AUTHORIZATION TO 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED,PULVERIZE,MOISTURE-CONDITION AND/OR AERATE THE SOILS AND DOCUMENTS. BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 13. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS,THRASH,WEEDS,BRUSH OR 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS,REPLACEQ 1272014 SHEET Al ADDED. BJT CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES ANY OTHER DEPOSITS WILL REMAIN.ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT,UNLESS OTHERWISE OFF-SITE BY THE GENERAL CONTRACTOR. AS SPECIFIED.ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. NOTED. Q 111-14 ISSUED DESIGN REVIEW BJT 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFIUCT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,ADJACENT AREAS AND BUILDING GENERAL CONTRACTOR. AMOUNTS OF ORGANIC MATTER,OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE.FURNISH ANY OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT PLANS PREPARED BY: ALL OSHA REQUIREMENTS. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, SITE. TELEPHONE COMPAY,AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. 15. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS 8 GROUNDS AND 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL B. J. THOMAS, P.E. SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. SURFACING IS PLACED AND/OR RESTORED.ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL 7607 80TH AVE NE 16. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. RELATE TO RADIO EQUIPMENT,ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 14 pp S E A ADE D S N PROTECT EXISTING GRAVEL SURFACING AMARYSVILLE, WA 98270 17. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS ANTENNA OI COAX NOTES. . UB GRIN RAWHERE EQUIPMENT LOADS WILL OPERATE. 206-851-1106 SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED 1. VERIFY EACH COAXIAL HYBRID CABLE LENGTH,DIAMETER,ROUTING,COLOR CODING AND ALL APPURTENANCES WITH AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 18. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT,IMPROVEMENTS,PIPING ETC.AND SAMSUNG. DRAWN BY: CHK.BY: IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID.EXCESS TOPSOIL AND 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED ON SHEET UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO 19. WHEN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES,OR PENETRATIONS A-4.THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION.ACTUAL ANTENNA CABLE LENGTH(S)MUST ADDITIONAL COST TO THE CONTRACT. JL BJ THROUGH THE FLOOR FOR CONDUIT RUNS,PIPE RUNS,ETC.,MUST BE CLEARLY UNDERSTOOD THAT REINFORCING BE VERIFIED.COAXIAL CABLE SHALL BE PROVIDED BY SAMSUNG. STEEL SHALL NOT BE DRILLED INTO,CUT OR DAMAGED UNDER ANY CIRCUMSTANCES(UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY 3. ALL MAIN CABLES SHALL UTILIZE GROUND KITS,GROUNDED AS FOLLOWS: APPROPRIATE METHODS AND EQUIPMENT. LICE NSU R E: A.NEAR ANTENNA RAD CENTER ELEVATION, 20. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE-CONSTRUCTION B.MIDDLE OF TOWER(MID-HEIGH OF ANTENNA),IF CABLE RUN IS OVER 200', CONDITION OR BETTER. C.BOTTOM OF TOWER, T Il O D.AT MASTER GROUND BAR T-O"FROM MMB3-BBU CABINET 21. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE CODE APPROVED MATERIALS. 0'pF TTASy9J` I�I 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. ENVIRONMENTAL NOTES: 22 KEEP CONTRACT AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH.EQUIPMENT NOT tiQ' lq SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED.LEAVE PREMISES IN CLEAN 5. ALL MAIN CABLES SHALL BE COLOR CODED 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 z CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE.CONTRACTOR SHALL BE SPECIFICATIONS. RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. '*Z S�O3 041 ISIt��¢, 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 AND 23. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES,ROADWAYS AND pNnl.Eta RECOMMENDATIONS. A. MAIN LINE COLOR BANDS SHALL BE 2"WIDE.MAINTAIN 1"SPACING BETWEEN COLORS. WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION 8 RELEASE OF SITE. B. FREQUENCY COLOR BANDS SHALL BE 2"WIDE WITH NO SPACE BETWEEN COLORS. 24. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE C. JUMPER COLOR BANDS SHALL BE 1'MADE WITH 1"SPACE. 3. CONTRACTOR SHALL INSTAWCONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT D. START COLOR BANDS 2"BEYOND WEATHERPROOFING. MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. EQUIPMENT. POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF THE E. START SELECTOR COLOR NEXT TO END CONNECTORS. ENGINEER. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY.THE CONTRACTOR IS REPSONIBLE FOR TAKING ADEQUATE (3)NEW ANTENNAS 8(3)NEW EQUIPMENT. T FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER.SEE ANTENNA SCHEDULE MEASURES FOR CONTROLLING EROSION.ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL SHEET A-4.BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. SUBJECT TO EROSION. MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND AUTHORITIES. EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE.ANY DAMAGE TO ADJACENT DRAWING INFORMATION:- 9. NFORMATION:9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3'OR THE PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 26. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS,WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ELECTRICAL SERVICE UPGRADE.IN ADDITION,CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. INCLUDING SEDIMENT REMOVAL AS NECESSARY. ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS 10. PROVIDE AT LEAST 6"OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 27. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND FUTURE CONNECTOR REPLACEMENT. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM.ONLY TREES THE INFORMATION CONTAINED IN THIS SET OF ACCEPTANCE.PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER CLIENT IS STRICTLY PROHIBITED. 28. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED,WITHOUT WRITTEN APPROVAL FROM TRK COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. ENGINEERING LTD.FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION DRAWING TITLE: AT THEIR EXPENSE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF 29. ALL ITEMS NOT LISTED AS"EXISTING'OR'PROVIDED BY OTHERS'ARE TO BE SUPPLIED AND INSTALLED BY THE SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA.THIS MAY INCLUDE SUCH MEASURES CONTRACTOR AS SILT FENCES,STRAW BALE SEDIMENT BARRIERS.AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN,HARD,SOUND,DURABLE,UNIFORM IN QUAUTY STONE FREE OF GENERAL NOTES ANY DETRIMENTAL QUANTITY OF SOFT,FRIABLE,THIN.ELONGATED OR LAMINATED PIECES.DISINTEGRATED MATERIAL, ORGANIC MATTER,OIL,ALKALI,OR OTHER DELETERIOUS SUBSTANCES. DRAWING NUMBER: Gm2