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CITOF SANTA ANA
<br />Planning and Building Agency
<br />GENERAL CONSTRUCTION
<br />1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:
<br />CONTRACTOR/CM - AMENTUM
<br />SUB -CONTRACTOR - PER TRADE
<br />OWNER - AT&T WIRELESS
<br />2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS.
<br />3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS
<br />AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS,
<br />AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH
<br />CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
<br />THE COMMENCEMENT OF WORK.
<br />4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
<br />REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND
<br />COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC
<br />AUTHORITY REGARDING THE PERFORMANCE OF WORK.
<br />5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY
<br />SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS.
<br />6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES,
<br />AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
<br />7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS
<br />OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING
<br />BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY
<br />DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH
<br />THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB
<br />DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND
<br />PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
<br />8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
<br />RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
<br />9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR
<br />SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO
<br />PROCEEDING.
<br />10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND
<br />BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK
<br />SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION.
<br />11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES.
<br />12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN
<br />ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID
<br />PLUMB AND TRUE AS INDICATED ON THE DRAWINGS.
<br />13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL
<br />JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS.
<br />14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK
<br />FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE
<br />GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO
<br />BEGINNING CONSTRUCTION.
<br />15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO
<br />COMMENCEMENT OF WORK.
<br />16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND
<br />STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF
<br />THE OWNER.
<br />17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
<br />18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO
<br />THE SITE AND/OR BUILDING.
<br />19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF
<br />CONSTRUCTION UNTIL JOB COMPLETION.
<br />20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL
<br />REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.
<br />21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS
<br />THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF
<br />WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.
<br />22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL
<br />TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS
<br />DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING
<br />OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE
<br />WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE,
<br />C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION.
<br />23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE
<br />EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS
<br />WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE
<br />ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES.
<br />24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,
<br />EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION.
<br />25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
<br />MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL
<br />JURISDICTION FOR EROSION AND SEDIMENT CONTROL.
<br />26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW
<br />OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
<br />27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT
<br />STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR
<br />DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE
<br />FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION.
<br />28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM
<br />THE SITE AND DISPOSED OF IN A LAWFUL MANNER.
<br />29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER
<br />DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND
<br />PRIOR TO PAYMENT.
<br />30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON
<br />COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.
<br />31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
<br />32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE,
<br />AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED).
<br />33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH,
<br />BY AT&T TECHNICIANS.
<br />34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.
<br />35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST
<br />REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF
<br />GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING IN CASE OF A
<br />CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN.
<br />36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR
<br />CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR
<br />IMMEDIATELY.
<br />37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
<br />38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY
<br />THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING
<br />MATERIAL OR PROCEEDING WITH CONSTRUCTION.
<br />39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND
<br />REQUIREMENTS.
<br />ANTENNA MOUNTING
<br />40. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR
<br />APPLICABLE LOCAL CODES.
<br />41. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC
<br />(HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE.
<br />42. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM
<br />A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE.
<br />43. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM
<br />A780.
<br />44. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />45. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND
<br />GROUNDING.
<br />46. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-OHM LOAD TO ENSURE ANTENNAS
<br />PERFORM AS DESIGNED.
<br />47. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA
<br />MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE
<br />NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN
<br />+/- 0.5% AS DEFINED BY THE RFDS. REFER TO ND-00246.
<br />48. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR.
<br />49. CONTRACTOR SHALL RECORD THE SERIAL 1, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE
<br />ANTENNAS AND PROVIDE THE INFORMATION TO AT&T.
<br />50. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A
<br />VERTICAL POSITION.
<br />TORQUE REQUIREMENTS
<br />51. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH.
<br />52. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK
<br />INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION.
<br />A. RF CONNECTION BOTH SIDES OF THE CONNECTOR.
<br />B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE
<br />SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL.
<br />FIBER & POWER CABLE MOUNTING
<br />53. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE
<br />TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED
<br />INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND M
<br />THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE
<br />APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY p
<br />SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY.
<br />54. THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY
<br />AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC-ER
<br />CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION
<br />BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT
<br />OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA
<br />70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY.
<br />55. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC)
<br />ARTICLE 300 RULES SHALL APPLY.
<br />56-61 RESERVED FOR ADDITIONAL NOTES.
<br />COAXIAL CABLE NOTES
<br />62. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE,
<br />CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT
<br />MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS.
<br />63. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.
<br />64. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION.
<br />65. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL
<br />NOT EXCEED 6'-0".
<br />66. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER,
<br />AT DISTANCES NOT TO EXCEED 4'-0" OC.
<br />67. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION
<br />AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT.
<br />68. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX CABLES, AND
<br />RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN
<br />COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION.
<br />69. CONTRACTOR SHALL PROVIDE STRAIN -RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX
<br />CABLES, AND RET CONTROL CABLES. CABLE STRAIN -RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED
<br />FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND
<br />RECOMMENDATIONS.
<br />70. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS, IF EXISTING
<br />HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH
<br />NEW SNAP IN HANGERS IF APPLICABLE.
<br />GENERAL CABLE AND EQUIPMENT NOTES
<br />71. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION,
<br />MAKE AND MODELS PRIOR TO INSTALLATION.
<br />72. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />73. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON
<br />CABLE DISTRIBUTION/ROUTING.
<br />74. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS,
<br />USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUM TAPE SHALL HAVE A
<br />MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE
<br />TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUM BLEEDING IS NOT ALLOWED.
<br />75. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX:
<br />A. TEMPERATURE SHALL BE ABOVE 50' F.
<br />B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD.
<br />C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED.
<br />D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS.
<br />76. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S
<br />RECOMMENDATIONS.
<br />A. GROUNDING AT THE ANTENNA LEVEL.
<br />B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED.
<br />C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL.
<br />D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT.
<br />E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT.
<br />77. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR
<br />DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR
<br />COMPRESSION.
<br />Approved
<br />AT&T
<br />1452 EDINGER AVENUE, 3RD FLOOR
<br />TUSTIN, CA 92780
<br />4�� amentum
<br />2 ASH STREET, ST #3000
<br />CONSHOHOCKEN, PA 19428
<br />s r c h 1 t e c t s
<br />c n g i n e e r s
<br />5661 COLUMBIA PIKE, SUITE 200
<br />FALLS CHURCH, VA 22041-2868
<br />TEL (703) 671-6000
<br />FAX: (703) 671-6300
<br />REVISIONS
<br />REV.
<br />DATE
<br />DESCRIPTION
<br />INMALS
<br />A
<br />01-23-25
<br />ISSUED FOR REVIEW
<br />CG
<br />B
<br />04-22-25
<br />ISSUED FOR REVIEW
<br />SD
<br />0
<br />08-14-25
<br />FINAL CD'S
<br />SD
<br />1
<br />09-05-25
<br />FINAL CD'S
<br />SD
<br />2
<br />09-23-25
<br />FINAL CD'S
<br />SD
<br />NOT FOR CONSTRUCTION UNLESS
<br />LABELED AS FOR CONSTRUCTION
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<br />LICENSE NUMBER: C90957
<br />EXPIRATION DATE: MARCH 31, 2026
<br />SICA001875
<br />10087160
<br />2120 1/2 SOUTH BRISTOL
<br />SANTA ANA, CA 92704
<br />SHEET TITLE
<br />NOTES AND
<br />SPECIFICATIONS
<br />SHEET NUMBER
<br />Sp-1
<br />E
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