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300-GN1
<br />SHEET #:REVISION:
<br />SHEET TITLE:
<br />REV.
<br />0
<br />1
<br />DATE
<br />03/06/25
<br />04/08/25
<br />DESCRIPTION
<br />ISSUED FOR CONSTRUCTION
<br />ISSUED FOR CONSTRUCTION
<br />REVISIONS
<br />APPROVED BY:
<br />CHECKED BY:
<br />DRAWN BY:
<br />CW
<br />MEW
<br />FIN
<br />PROJECT INFORMATION:
<br />IE82578A
<br />2120 3/4 SOUTH BRISTOL
<br />UNIT WCC02
<br />SANTA ANA, CA 92704
<br />THE INFORMATION CONTAINED IN THIS
<br />SET OF DOCUMENTS IS PROPRIETARY BY
<br />NATURE. ANY USE OR DISCLOSURE
<br />OTHER THAN THAT WHICH RELATES TO
<br />THE CLIENT IS STRICTLY PROHIBITED.
<br />A&E FIRM:
<br />1200 CONCORD AVENUE
<br />CONCORD, CA 94520
<br />PREPARED FOR:
<br />RMobileT
<br />2 04/10/25 ISSUED FOR CONSTRUCTION
<br />3 03/04/26 ADDRESS JDX COMMENTS
<br />X
<br />550
<br />PROPERTY LINE / ROW
<br />EASEMENT
<br />LEASE AREA
<br />CONTOUR LINE
<br />FENCE
<br />METERM
<br />DISCONNECT SWITCH
<br />CHEMICAL GROUND ROD
<br />SINGLE-POLE THERMAL-MAGNETIC
<br />CIRCUIT BREAKER
<br />2-POLE THERMAL-MAGNETIC CIRCUIT
<br />BREAKER
<br />SUPPLEMENTAL GROUND CONDUCTOR
<br />SOLID NEUTRAL BUSS BARS/N
<br />SOLID GROUND BUSS BARS/G
<br />SYMBOLS:
<br />RADIO BASE STATIONRBS
<br />INTERIOR GROUND RING (HALO)IGR
<br />GENERATORGEN
<br />SMART INTEGRATED
<br />ACCESS DEVICE
<br />SIAD
<br />BARE COPPER WIREBCW
<br />EQUIPMENT GROUNDEG
<br />MASTER GROUND BUSSMGB
<br />AMERICAN WIRE GAUGEAWG
<br />EQUIPMENT GROUND RINGEGR
<br />REQUIREDREQ
<br />TYPICALTYP
<br />TO BE RESOLVEDT.B.R.
<br />TO BE DETERMINEDT.B.D.
<br />RADIO FREQUENCYRF
<br />REFERENCEREF
<br />NOT TO SCALEN.T.S.
<br />MINIMUMMIN.
<br />EXISTING(E)
<br />BASE TRANSCEIVER STATIONBTS
<br />ABOVE GRADE LEVELAGL
<br />ABBREVIATIONS:
<br />EXOTHERMIC WELD (CADWELD)
<br />(UNLESS OTHERWISE NOTED)
<br />3/4" x 10'-0" COPPER CLAD STEEL
<br />GROUND ROD
<br />3/4" x 10'-0" COPPER CLAD STEEL
<br />GROUND ROD WITH INSPECTION SLEEVE
<br />GROUNDING WIRE
<br />MECHANICAL WELD
<br />UNLESS NOTED OTHERWISEU.N.O.
<br />G
<br />GENERAL NOTES
<br />GENERAL CONSTRUCTION NOTES:
<br />1. ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE (LATEST
<br />EDITION), AND ALL OTHER APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE
<br />JURISDICTION.
<br />2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND THE
<br />CARRIER INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION).
<br />SPECIFICATIONS ARE THE RULING DOCUMENTS, AND ANY DISCREPANCIES BETWEEN THE
<br />SPECIFICATIONS AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE
<br />ENGINEER OF RECORD (EOR) PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />3. THE DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC
<br />OUTLINE ONLY, UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS,
<br />EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS
<br />INDICATED ON THE DRAWINGS.
<br />4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS
<br />AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD
<br />CONDITIONS INCLUDING DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED
<br />AS SHOWN IN THE DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION, IS REQUIRED. ANY
<br />DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EOR PRIOR TO THE
<br />COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF
<br />KNOWLEDGE OF FIELD CONDITIONS.
<br />5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN
<br />EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,
<br />AND SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING
<br />CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
<br />THE WORK.
<br />6. 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 THE
<br />WORK.
<br />7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING
<br />AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR
<br />IDENTIFIED BY THE CONTRACT DOCUMENTS.
<br />8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS
<br />AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,
<br />METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS
<br />OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED.
<br />9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS
<br />AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS
<br />CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS.
<br />10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS &
<br />GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE
<br />REQUIREMENTS.
<br />11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS
<br />AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK.
<br />12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS
<br />RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR
<br />REGULATIONS TAKE PRECEDENCE.
<br />13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS,
<br />PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION.
<br />14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR
<br />PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY
<br />UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER
<br />ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT
<br />DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND
<br />EQUIPMENT.
<br />15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY
<br />MATCH AND BLEND IN WITH ADJACENT SURFACES.
<br />16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED
<br />MATERIALS.
<br />17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH.
<br />EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE
<br />REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR
<br />SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS
<br />UNTIL COMPLETION OF CONSTRUCTION.
<br />18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE
<br />MANUFACTURERS RECOMMENDATIONS.
<br />19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE
<br />WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR
<br />OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE
<br />WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER.
<br />20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION
<br />CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH
<br />JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND
<br />COORDINATED WITH LOCAL REGULATORY AUTHORITIES.
<br />21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND
<br />NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF
<br />EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING
<br />CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.
<br />22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED
<br />FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL
<br />NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL
<br />INSPECTION AUTHORITIES.
<br />23. CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE
<br />VALUES SHOWN IN THESE DRAWINGS AND NOTIFY THE E.O.R. IF ANY DISCREPANCIES ARE FOUND.
<br />ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN UNDISTURBED, U.N.O.
<br />SITE WORK GENERAL NOTES:
<br />1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS
<br />OTHERWISE NOTED.
<br />2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING.
<br />3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE
<br />ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED
<br />TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT.
<br />4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE
<br />BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT
<br />RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION
<br />SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND
<br />FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH
<br />UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF
<br />REMOVING OR ADJUSTING EXISTING UTILITIES.
<br />5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR
<br />TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF
<br />PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND
<br />INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS
<br />CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH
<br />INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE.
<br />6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO
<br />START OF CONSTRUCTION.
<br />7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY
<br />CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF
<br />WORK.
<br />8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO
<br />FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS.
<br />9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL
<br />BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY
<br />AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.
<br />10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM
<br />STANDARD PROCTOR DRY DENSITY.
<br />11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING
<br />WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY.
<br />12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT
<br />WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT
<br />AVAILABLE.
<br />13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL
<br />SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL
<br />ENGINEER.
<br />14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS,
<br />THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED
<br />DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR.
<br />15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE
<br />PROTECTED BY THE GENERAL CONTRACTOR.
<br />16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL
<br />UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING
<br />JURISDICTION OVER THIS LOCATION.
<br />STRUCTURAL STEEL NOTES:
<br />1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF
<br />STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED
<br />BELOW:
<br />W-SHAPES: ASTM A992, 50 KSI
<br />ANGLES, BARS, CHANNELS, PLATES: ASTM A36, 36 KSI
<br />HSS SECTIONS: ASTM 500, 46 KSI
<br />PIPE SECTIONS: ASTM A53-B, 35 KSI
<br />2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
<br />3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM
<br />TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4
<br />IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. ALL
<br />WELDING SHALL BE PERFORMED IN AN APPROVED SHOP.
<br />4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325. HOLES TO BE 1/16" DIA.
<br />LARGER THAN BOLT, U.N.O.
<br />5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"Ø ASTM A 307 BOLTS UNLESS
<br />NOTED OTHERWISE.
<br />6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT.
<br />7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURER'S
<br />RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER. LOCATE AND AVOID CUTTING.
<br />EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR
<br />CONCRETE WALLS.
<br />8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICC &
<br />MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. THIRD PARTY SPECIAL INSPECTION IS
<br />REQUIRED FOR CONCRETE EXPANSION ANCHORS (I.E. SIMPSON STRONG-BOLT 2 WEDGE ANCHORS
<br />PER ESR-3037). INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT PERMITTED.
<br />SPECIAL INSPECTION NOTES:
<br />1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT
<br />INSPECTOR, APPROVED BY CARRIER AND THE LOCAL JURISDICTION, AS REQUIRED BY IBC SECTION
<br />1704 AND 1705 FOR THE FOLLOWING:
<br />A. STRUCTURAL STEEL:
<br />i. ALL HIGH STRENGTH BOLT INSTALLATIONS; BOLTING INSPECTION TASKS SHALL BE IN
<br />ACCORDANCE WITH TABLES N5.6-1, N5.6-2, AND N5.6-3 PER AISC 360-10.
<br />ii. FIELD WELDING (IF UTILIZED).
<br />B. BOLTS AND ANCHORS IN CONCRETE:
<br />i. RETROFIT ANCHORS IN CONCRETE (ASHESIVE/EPOXY, EXPANSION, WEDGE, OR SCREW TYPE
<br />ANCHORS): INSPECT SIZE, LENGTH, CLEANLINESS, AND INSTALLATION PER MANUFACTURER'S
<br />RECOMMENDATIONS.
<br />C. CONCRETE CONSTRUCTION:
<br />i. VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE
<br />WITH IBC SECTION 1705, TABLE 1705.3.
<br />2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM
<br />COMPLIANCE WITH CONTRACT DOCUMENTS.
<br />3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER, ARCHITECT,
<br />STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL.
<br />03/04/26
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