HomeMy WebLinkAbout1) ADM25-0013 SCL0115C_CDs REV-B - 2025.04.24PROJECT DESCRIPTION
CODE COMPLIANCE
VICINITY MAPSHEET INDEX
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
PROJECT TEAM
SITE
TITLE SHEET
T-1
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE
CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THESE CODES.
1)2022 CALIFORNIA BUILDING CODE (CBC)
2)2022 CALIFORNIA RESIDENTIAL CODE (CRC)
3)2022 CALIFORNIA HISTORICAL BUILDING CODE (CHBC)
4)2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)
5)2022 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (CGBSC)
6)2022 CALIFORNIA FIRE CODE (CFC)
7)2022 CALIFORNIA MECHANICAL CODE (CMC)
8)2022 CALIFORNIA PLUMBING CODE (CPC)
9)2022 CALIFORNIA ELECTRICAL CODE (CEC)
10)2022 CALIFORNIA ENERGY CODE (CEC)
11)2021 NFPA 101, LIFE SAFETY CODE
12)2022 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE AS AMENDED BY CA
13)2022 NFPA 13, FIRE SPRINKLER CODE AS AMENDED BY CA
14)2023 NFPA 70, NATIONAL ELECTRICAL CODE
15)ASCE 7-16, STRUCTURAL MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA
16)ACI 318-19, CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
17)CAL-OSHA
THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT AT AN
EXISTING AT&T UNMANNED WIRELESS COMMUNICATIONS FACILITY. SCOPE OF WORK
CONSISTS OF THE FOLLOWING:
ANTENNA AREA:
1.INSTALL (N) 12-FT. TOP-HAT ASSEMBLY
2.INSTALL (6)(N) ANTENNAS
3.INSTALL (6)(N) RADIOS
4.INSTALL (3)(N) TMAS
5.INSTALL (24)(N) 7/8"∅ COAX CABLES
6.EXTEND PG&E LADDER ON TOWER
EQUIPMENT AREA:
7.INSTALL (1)(N) CHAIN-LINK FENCE ENCLOSURE ON (N) CONCRETE SLAB
8.INSTALL (1)(N) 6160 CABINET
9.INSTALL (2)(N) BASEBANDS INSIDE 6160 CABINET
10.INSTALL (1)(N) B160 CABINET
11.INSTALL (1)(N) IXRE ROUTER
12.INSTALL (2)(N) HYBRID CABLE SYSTEM (HCS)
13.INSTALL (1)(N) HCS WINDER BOX, (1)(N) 200A METER PANEL, (1) 200A PPC CABINET
WITH (1)(N) CAM-LOCK BOX
14.INSTALL (1)(N) LED SERVICE LIGHT, (1)(N) GPS ANTENNA, (1)(N) CIENA BOX WITH (1)(N)
FIBER BOX, AND (1)(N) FIRE EXTINGUISHER WITH CABINET
15.INSTALL (2)(N) H-FRAMES AND (1)(N) CONCRETE SLAB
PROPERTY AREA
16.PROVIDE (N) TRENCHING FROM POC TO METER
17.INSTALL GRAVEL FIREBREAK INCLUDING FELT DEBRIS BARRIER
18.WEED ABATEMENT DOWN TO BARE EARTH
PROPERTY OWNER:
PACIFIC GAS AND ELECTRIC COMPANY
245 MARKET STREET, N10D
SAN FRANCISCO, CA 94105
APN: 068-160-128
JEANNE M MARTIN TRUST
93 SADDLEBACK ROAD,
ROLLING HILLS, CA 90274
CURRENT USE:
UNMANNED TELECOMMUNICATIONS FACILITY
PROPOSED USE:
UNMANNED TELECOMMUNICATIONS FACILITY
APN:
068-150-051
POWER AGENCY:
PG&E
245 MARKET STREET
SAN FRANCISCO, CA 94105
TELEPHONE AGENCY:
AT&T CALIFORNIA
5001 EXECUTIVE PARKWAY
SAN RAMON, CA 94583
COORDINATES (LAT/LONG):
39.506861° (39° 30' 24.70" NORTH) /
-121.502292° (121° 30' 08.25" WEST)
JURISDICTION:
BUTTE COUNTY
STRUCTURE TYPE:
PG&E UTILITY LATTICE TOWER
GROUND ELEVATION:
±540' AMSL
PROJECT INFORMATION
04/09/2025
RADIO FREQUENCY DATA PLAN
VERSION 1
REVISION LEVEL DATE:
GENERAL CONTRACTOR NOTES
CALL 811 B E F ORE YO
U D
I
GSA
FE DIGGING P A R TNERR
DO NOT SCALE DRAWINGS
THESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 24" x 36". CONTRACTOR SHALL
VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOBSITE AND SHALL
IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME.
OCCUPANCY AND CONSTRUCTION TYPE
APPLICANT/LESSEE:
T-MOBILE
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
JAROD SPARROWK
PH: (209) 247-6526
AGENT/ENGINEER:
THE CBR GROUP
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
S. WILSON
PH: (925) 246-3212
EMAIL: projects@thecbrgroup.com
PROJECT TYPE: COVERAGE STRATEGY
OROVILLE QUINCY HWY PG&E NORTH TOWER
SITE ID: SCL0115C
TOWER: #27/121
SAP: #40590733
LINE NAME: VACA-LAKEVIEW-230KV
480' NORTH OF
2867 OROVILLE QUINCY HIGHWAY
OROVILLE, CA 95966
STRUCTURE PHOTO
ACCESSIBILITY REQUIREMENTS
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, ACCESSIBILITY ACCESS AND REQUIREMENTS ARE NOT
REQUIRED, IN ACCORDANCE WITH CALIFORNIA STATE ADMINISTRATIVE CODE, PART 2, TITLE 24, SECTION 1103B.1,
EXCEPTION 1 & SECTION 1134B.2.1, EXCEPTION 4.
OCCUPANCY : U (UNMANNED COMMUNICATIONS FACILITY)
CONSTRUCTION TYPE: NOT APPLICABLE
A-1 OVERALL SITE PLAN
A-2
EXISTING AND PROPOSED ANTENNA AND EQUIPMENT PLANS
A-3
A-4
DETAILSA-6
GN-1 GENERAL NOTES
GN-2 GENERAL NOTES
GN-3 SITE SIGNAGE
ANTENNA AND EQUIPMENT SCHEDULEA-5
A-2.1
EXISTING AND PROPOSED EQUIPMENT PLANS
T-1 TITLE SHEET
EXISTING AND PROPOSED ELEVATIONS (SOUTH)
EXISTING AND PROPOSED ELEVATIONS (EAST)
GN-4 BATTERY SPECIFICATIONS
E-3 ELETRICAL DETAILS
DETAILSA-6.1
E-1 ELECTRICAL NOTES, PROPOSED GROUNDING PLAN/S
E-2 SINGLE LINE DIAGRAM, AND PANEL SCHEDULE
LS-1 SITE SURVEY EXHIBIT
E-3.1 ELETRICAL DETAILS
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_T-1.dwg, 4/24/2025 11:15:01 AM
GENERAL CONSTRUCTION NOTES
1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDIT
AND ALL OTHER APPLICABLE CODES AND ORDINATES.
2.CONTRACTOR SHALL VISIT THE JOB SITE TO BECOME FAMILIAR HIMSELF WITH ALL CONDITIONS
AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF.
CONTRACTOR SHALL ALSO BE RESPONSIBLE TO BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS,
FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS
SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO
ATTENTION OF THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF WORK. NO
COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF THE KNOWLEDGE OF THE FIELD
CONDITIONS.
3.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE
ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT
AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATION AS INDICATED ON THE
DRAWINGS.
4.DIMENSIONS SHOWN ARE TO BE FINISH SURFACED UNLESS OTHERWISE NOTED. SPACING BETWEEN
EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS,
SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS
AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK.
5.DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB
DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK
6.CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING
AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR
IDENTIFIED BY THE CONTRACTOR DOCUMENTS.
7.CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND
ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK
UNDER CONTRACT, UNLESS OTHERWISE NOTED.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND
BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT.
WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS.
9.CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS
AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THIER WORK WITH THE WORK OF OTHERS
AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTION OF THE WORK.
11.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS
UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE
PRECEDENCE.
12.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS PIPING
ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION.
13.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSED, OR
PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY
UNDERSTOOD THAT REINFORCING 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 APPROPRIATE METHODS AND
EQUIPMENT
14.REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH
AND BLEND IN WITH ADJACENT SURFACES.
15.SEAL PENETRATIONS THROUGH FIRE RATED AREA WITH U.L. LIST AND FIRE CODE APPROVED
MATERIALS.
16.KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH,
EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED.
LEAVE PREMISE IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY
NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF
CONSTRUCTION.
17.MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE
MANUFACTURERS RECOMMENDATIONS.
18.ALL EXISTING INACTIVE SEWER, WATER, GAS ELECTRIC, AND OTHER UTILITY, WHICH INTERFERE WITH
THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE
DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT
TO APPLICABLE REGULATORY AUTHORITIES.
19.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION
CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH
JURISDICTION OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND
COORDINATE WITH LOCAL REGULATORY AUTHORITIES.
20.ALL CONSTRUCTION IS TO ADHERE TO CLIENT (WIRELESS CARRIER) INTEGRATED CONSTRUCTION
STANDARDS UNLESS CALIFORNIA CODE IS MORE STRINGENT.
21.THE INTENT OF THE PLANS AND SPECIFICATIONS TO PERFORM THE CONSTRUCTION IN ACCORDANCE
WITH THE CALIFORNIA BUILDING STANDARDS CODE, TITLES 19 AND 24, CALIFORNIA CODE OF
REGULATIONS SHALL ANY CONDITIONS DEVELOP NOT COVERED BY THE APPROVED PLANS AND
SPECIFICATIONS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE
OF REGULATIONS, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE
SUBMITTED TO AND APPROVED BY THE JURISDICTION BEFORE PROCEEDING WITH THE WORK.
SITE WORK NOTES
1.DO NOT EXCAVATE OR DISTURB THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED.
2.DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING.
3.SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE
ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED
TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT.
4.ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE
BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NO
RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN
ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR
TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY
DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR
ADJUSTING EXISTING UTILITIES.
5.CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO
START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS
SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR SOLUTION AND INSTRUCTION,
AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND
CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH AS INSTRUCTION MEANS
CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL
LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO CONSTRUCTION.
6.ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY
CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK.
7.GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO
FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS.
8.ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC. SHALL BE
PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.
9.STRUCTURAL FILLS SUPPORTING PAVEMENT SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD
PROCTOR DRY DENSITY.
10.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.
11.ALL FILLS SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT
WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT
AVAILABLE.
12.ALL FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL
SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEO-TECHNICAL
ENGINEER.
13.CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH,
WEEDS, BRUSHES OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING
CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR.
14.ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE
PROTECTED BY THE GENERAL CONTRACTOR.
15.ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY
COMPANY, TELEPHONE COMPANY, AND OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS
LOCATION.
ENVIRONMENTAL NOTES
1.ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION.
2.CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE
OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT
PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL
JURISDICTIONAL INSPECTION & RELEASE OF SITE.
3.CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND
PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION.
4.NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR
TAKING ADEQUATE MEASURED FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING
MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION.
5.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES
WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE
DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED
AT THE CONTRACTOR EXPENSE.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT
CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY.
7.CLEANING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A
MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED.
8.SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS
POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE.
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 PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING
THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILK FENCES, STRAW BALE
SEDIMENT BARRIERS, AND CHECK DAMS.
10.RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN
QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR
LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS
SUBSTANCES.
ROOF & WATERPROOFING NOTES:
1.CONTRACTOR SHALL CONTACT THE BUILDING OWNER TO DETERMINE IF ROOF IS UNDER WARRANTY.
CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW ROOFING WORK MEETS THE SPECIFICATION OF
ANY EXISTING ROOFING WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT OF
THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS INADEQUATE OR IMPROPER OR IF
ANY OTHER DISCRPANCY IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND
THE CLIENT PROJECT MANAGER IN WRITING. ULTIMATELY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S SPECIFICATIONS.
2.CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR AND COMPATIBLE WITH EXISTING MATERIALS
AND CONDITIONS FOR ROOF PATCHING, NEW PENETRATIONS, ETC.
3.THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF AND BUILDING ENVELOPE PENETRATIONS SUCH
THAT THE INTEGRITY OF THE ORIGINAL BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE
MAINTAINED.
4.IF DEEMED NECESSARY TO REMOVE EXISTING FINISHED AND/OR MATERIALS, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR RECONSTRUCTING FINISHES AND MATERIALS TO LIKE-NEW CONDITIONS. CONTRACTOR
SHALL MAINTAIN THE ORIGINAL COLORS, TEXTURES AND FINISHES UNLESS SPECIFICALLY NOTED TO THE
CONTRARY OR APPROVED BY CLIENT CONSTRUCTION MANAGER IN ADVANCE.
5.AT THE CLIENT CONSTRUCTION MANAGER'S DISCRETION, THE CONTRACTOR SHALL PROVIDE ROOFTOP
WALKPADS TO ALL NEW EQUIPMENT. ON CONVENTIONAL ROOFING, THE WALKPADS SHALL BE "DUCK
BOARDS" AS MANUFACTURED BY 'APC' OR EQUAL. ON SPECIAL ROOFINT SYSTEMS SUCH AS SINGLE
MEMBRANE, ROOFS WILL REQUIRE A SPECIFIC PRODUCT AS NOTED ON PLANS OR AS REQUIRED BY NOTES
#1 & #2 ABOVE.
PENETRATION AT FIRE-RATED ASSEMBLIES NOTES:
1.AT THE CLIENT PROJECT MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE "HILTI" HIGH
PERFORMANCE FIRESTOP SYSTEM #FS601 AT ALL FIRE-RATED PENETRATIONS INSTALLED PER
MANUFACTURER'S LATEST INSTALLATION SPECIFICATIONS.
2.ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO MAINTAIN AN
EQUAL OR GREATER FIRE-RATING.
PAINTING NOTES:
1.ALL PAINT PRODUCT LINE SHALL BE "SHERWIN-WILLIAMS" OR EQUAL UNLESS SPECIFICALLY NOTED
OTHERWISE.
2.CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER LATEST EDITION OF
MANUFACTURER'S SPECIFICATIONS.
3.FINISH COLOR AND TEXTURE OF ALL SURFACES TO BE PAINTED SHALL MATCH ADJACENT SURFACES
UNLESS NOTED OTHERWISE.
4.ALL PAINT MATERIAL DATA SHEET SHALL BE PROVIDED TO THE CELL CARRIER CONSTRUCTION MANAGER.
5.CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES, AND OTHER DEFECTS INCLUDING INADEQUATE
COVERAGE AS DIRECTED BY THE CLIENT CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE
SURFACES WHICH ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE FROM BLEMISHES.
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
GENERAL NOTES
GN-1
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_GN-1.dwg, 4/24/2025 11:15:05 AM
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
GENERAL NOTES
GN-2
STRUCTURAL STEEL
1.ALL STEEL WORK SHALL BE IN ACCORDANCE WITH STEEL CONSTRUCTION MANUAL, 15th
EDITION AND ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT-DIPPED
GALVANIZED. FILL MODIFICATIONS ARE TO BE COATED WITH ZINC-ENRICHED PAINT.
2.STEEL SECTIONS SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTM STANDARDS:
-ANGLE, BARS, AND CHANNELS: ASTM A36, 36 KSI
-W-SHAPES: ASTM 1992, 50 KSI
-HSS SECTOR: ASTM A53-E, 35 KSI
3.ALL WELDING SHALL BE PERFORMED USING E70 (LOW HYDROGEN) ELECTRODES BY AWS
CERTIFIED WELDERS. WELDING SHALL CONFORM TO AISC AND THE LATEST EDITION OF
AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER
TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL
BE TOUCHED UP.
4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307
BOLTS UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL BE ASTM A325
BEARING TYP. 3/4" DIA. CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS
NOTED OTHERWISE.
5.CONTRACTOR SHALL COLD-GALVANIZE ALL RAW STEEL AS REQUIRED DURING
CONSTRUCTION PROCESS.
CONCRETE AND REINFORCEMENT STEEL
1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-16, ACI 301-16 AND
THE CAST-IN-PLACE CONCRETE SPECIFICATIONS.
2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28
DAYS UNLESS NOTED OTHERWISE.
3.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE
4.REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED
OTHERWISE.
5.SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE.
6.A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS
NOTED OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
7.CONCRETE COVER FOR REINFORCEMENT STEEL SHALL BE ACCORDING TO ACI 318-19,
TABLE 20.6.1.3.1:
CONCRETE MASONRY
1.MORTAR SHALL BE HAVE TYPE "S" WITH A MINIMUM 1,800 PSI AT 28 DAYS. GROUT
SHALL BE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS AND ALL
GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.
2.CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT (115 PCF) UNITS CONFORMS TO
ASTM C90, GRADE N-1, f'M OF 1,500 PSI.
3.ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS
NOTED IN THE DRAWINGS OR SPECIFICATIONS. CELL SHALL BE IN VERTICAL ALIGNMENT.
DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING STEEL. ALL
BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS.
4.ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN
RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. ALL HORIZONTAL
REINFORCING STEEL SHALL BE PLACED IN BOND OR LINTEL BEAM UNITS.
5.WHEN GROUTING IS STOPPED FOR ONE LONGER, HORIZONTAL CONSTRUCTION JOINTS
SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE
UPPERMOST UNIT. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET.
6.PROVIDE INSPECTION AND CLEAN OUT HOLES AT BASE OF VERTICAL CELLS HAVING
GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT.
7.PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING
AND MASONRY UNITS.
8.SAND SHALL BE CLEAN, SHARP AND WELL GRADED, AND FREE FROM INJURIOUS AMOUNTS
OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL.
9.BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER.
CONCRETE EXPOSURE MEMBER REINFORCEMENT SPECIFIED
COVER, IN.
CAST AGAINST AND
PERMANENTLY IN CONTACT
WITH GROUND
ALL ALL 3
EXPOSED TO WETHER OR IN
CONTACT WITH GROUND ALL
NO.6 THROUGH
NO.18 BARS 2
NO. 5 BAR, W31
OR D31 WIRE,
AND SMALLER
1-1/2
NOT EXPOSED TO WEATHER
OR IN CONTACT WITH
GROUND
SLABS, JOISTS, AND
WALLS
NO. 14 AND
NO.18 BARS 1-1/2
NO.11 BAR AND
SMALLER 3/4
BEAMS, COLUMNS
PEDESTALS, AND
TENSION TIES
PRIMARY
REINFORCEMENT,
STIRRUPS, TIES,
SPIRALS, AND
HOOPS
1-1/2
PAINTING NOTES:
1.ALL PAINT PRODUCT LINE SHALL BE "SHERWIN-WILLIAMS" OR EQUAL UNLESS SPECIFICALLY
NOTED OTHERWISE.
2.CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER LATEST
EDITION OF MANUFACTURER'S SPECIFICATIONS.
3.FINISH COLOR AND TEXTURE OF ALL SURFACES TO BE PAINTED SHALL MATCH ADJACENT
SURFACES UNLESS NOTED OTHERWISE.
4.ALL PAINT MATERIAL DATA SHEET SHALL BE PROVIDED TO THE CELL CARRIER
CONSTRUCTION MANAGER.
5.CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES, AND OTHER DEFECTS INCLUDING
INADEQUATE COVERAGE AS DIRECTED BY THE T-MOBILE CONSTRUCTION MANAGER.
REPAINT AS NECESSARY TO ACHIEVE SURFACES WHICH ARE SMOOTH, EVENLY COATED
WITH UNIFORM SHEEN AND FREE FROM BLEMISHES.
ROOF & WATERPROOFING NOTES:
1.CONTRACTOR SHALL CONTACT THE BUILDING OWNER TO DETERMINE IF ROOF IS UNDER
WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW ROOFING WORK
MEETS THE SPECIFICATION OF ANY EXISTING ROOFING WARRANTIES SUCH THAT THE
WARRANTY IS NOT MADE INVALID AS A RESULT OF THIS WORK. IF IT IS DETERMINED
THAT THE ARCHITECT'S DETAILING IS INADEQUATE OR IMPROPER OR IF ANY OTHER
DISCRPANCY IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT
AND THE CLIENT PROJECT MANAGER IN WRITING. ULTIMATELY, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S
SPECIFICATIONS.
2.CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR AND COMPATIBLE WITH
EXISTING MATERIALS AND CONDITIONS FOR ROOF PATCHING, NEW PENETRATIONS, ETC.
3.THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF AND BUILDING ENVELOPE
PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL BUILDING ASSEMBLY AND
ALL APPLICABLE WARRANTIES ARE MAINTAINED.
4.IF DEEMED NECESSARY TO REMOVE EXISTING FINISHED AND/OR MATERIALS, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING FINISHES AND MATERIALS
TO LIKE-NEW CONDITIONS. CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS,
TEXTURES AND FINISHES UNLESS SPECIFICALLY NOTED TO THE CONTRARY OR
APPROVED BY T-MOBILE CONSTRUCTION MANAGER IN ADVANCE.
5.AT THE CLIENT CONSTRUCTION MANAGER'S DISCRETION, THE CONTRACTOR SHALL
PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT. ON CONVENTIONAL ROOFING,
THE WALKPADS SHALL BE "DUCK BOARDS" AS MANUFACTURED BY 'APC' OR EQUAL.
ON SPECIAL ROOFINT SYSTEMS SUCH AS SINGLE MEMBRANE, ROOFS WILL REQUIRE A
SPECIFIC PRODUCT AS NOTED ON PLANS OR AS REQUIRED BY NOTES #1 & #2
ABOVE.
PENETRATION AT FIRE-RATED ASSEMBLIES NOTES:
1.AT THE CLIENT PROJECT MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE
"HILTI" HIGH PERFORMANCE FIRESTOP SYSTEM #FS601 AT ALL FIRE-RATED
PENETRATIONS INSTALLED PER MANUFACTURER'S LATEST INSTALLATION SPECIFICATIONS.
2.ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS
TO MAINTAIN AN EQUAL OR GREATER FIRE-RATING.
GENERAL NOTES
GN-2
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_GN-1.dwg, 4/24/2025 11:15:06 AM
NOTES:
1. CONTRACTOR SHALL INSTALL ALL INFORMATION SIGNAGE IN ACCORDANCE WITH T-MOBILE DOCUMENT #03-0074, RF EXPOSURE POLICY AND RF SAFETY COMPLIANCE PROGRAM, LATEST EDITION.
2. CONTRACTOR SHALL CONTACT T-MOBILE R-RFSC FOR INFORMATION ON MPE LEVELS AND INSTRUCTIONS ON LEVEL AND LOCATION OF SIGNAGE
SIGNAGE AND STRIPING INFORMATION
1.THE FOLLOWING INFORMATION IS A GUIDELINE WITH RESPECT TO PREVAILING
STANDARDS LIMITING HUMAN EXPOSURE TO RADIO FREQUENCY ENERGY AND
SHOULD BE USED AS SUCH. IF THE SITE'S EME REPORT OR ANY LOCAL, STATE
OR FEDERAL GUIDELINES OR REGULATIONS SHOULD BE IN CONFLICT WITH ANY
PART OF THESE NOTES OR PLANS, THE MORE RESTRICTIVE GUIDELINE OR
REGULATION SHALL BE FOLLOWED AND OVERRIDE THE LESSER.
2.THE PUBLIC LIMIT OF RF EXPOSURE ALLOWED BY T-MOBILE IS 1mWcm*2 AND
THE OCCUPATIONAL LIMIT OF RF EXPOSURE ALLOWED BY T-MOBILE IS
5mWcm*2.
3.IF THE BOTTOM OF THE ANTENNA IS MOUNTED 8 FEET ABOVE THE GROUND OR
WORKING PLATFORM LINE OF THE PERSONAL COMMUNICATION SYSTEM (PCS) AND
DOES NOT EXCEED THE PUBLIC LIMIT OF RF EXPOSURE LIMIT THEN NO
STRIPING OR BARRICADES SHOULD BE NEEDED.
4.IF THE PUBLIC LIMIT OF RF EXPOSURE ON THE SITE IS EXCEEDED AND THE
AREA IS PUBLICLY ACCESSIBLE (E.G. ROOF ACCESS DOOR THAT CANNOT BE
LOCKED, OR FIRE EGRESS) THEN BOTH BARRICADES AND STRIPING SHALL BE
PLACED AROUND THE ANTENNAS. THE EXACT EXTENT OF THE BARRICADES AND
STRIPING SHALL BE DETERMINED BY THE EME REPORT FOR THE SITE DONE
BEFORE OR SHORTLY AFTER COMPLETION OF SITE CONSTRUCTION. USE THE
PLANS AS A GUIDELINE FOR PLACEMENT OF SUCH BARRICADES AND STRIPING.
5.ALL TRANSMIT ANTENNAS REQUIRE A THREE LANGUAGE WARNING SIGN WRITTEN IN
ENGLISH, SPANISH, AND CHINESE. THIS SIGN SHALL BE PROVIDED TO THE
CONTRACTOR AND THE T-MOBILE CONSTRUCTION PROJECT MANAGER AT THE
TIME OF CONSTRUCTION. THE LARGER SIGN SHALL BE PLACED IN PLAIN SIGHT
AT ALL ROOF ACCESS LOCATIONS AND ON ALL BARRICADES. THE SMALLER SIGN
SHALL BE PLACED ON THE ANTENNA ENCLOSURES IN A MANNER THAT IS EASILY
SEEN BY ANY PERSON ON THE ROOF. WARNING SIGNS SHALL COMPLY WITH
ANSI C95.2 COLOR, SYMBOL, AND CONTENT CONVENTIONS. ALL SIGNS SHALL
HAVE T-MOBILE'S NAME AND THE COMPANY CONTACT INFORMATION (E.G.
TELEPHONE NUMBER) TO ARRANGE FOR ACCESS TO THE RESTRICTED AREAS.
THIS TELEPHONE NUMBER SHALL BE PROVIDED TO THE CONTRACTOR BY THE
T-MOBILE CONSTRUCTION PROJECT MANAGER AT THE TIME OF CONSTRUCTION.
6.PHOTOS OF ALL STRIPING, BARRICADES AND SIGNAGE SHALL BE PART OF THE
CONTRACTOR'S CLOSE-OUT PACKAGE AND SHALL BE TURNED INTO THE
T-MOBILE CONSTRUCTION PACKAGE AND SHALL BE TURNED OVER TO THE
T-MOBILE CONSTRUCTION PROJECT MANAGER AT THE END OF CONSTRUCTION.
STRIPING SHALL BE DONE WITH FADE-RESISTANT YELLOW SAFETY PAINT IN A
CROSS-HATCH PATTERN AS DETAILED BY THE CONSTRUCTION DRAWINGS. ALL
BARRICADES SHALL BE MADE OF AN RF-FRIENDLY MATERIAL SO AS NOT TO
BLOCK OR INTERFERE WITH THE OPERATION OF THE ANTENNAS. BARRICADES
SHALL BE PAINTED WITH FADE-RESISTANT YELLOW SAFETY PAINT. THE
CONTRACTOR SHALL PROVIDE ALL RF-FRIENDLY BARRICADES NEEDED, AND SHALL
PROVIDE THE T-MOBILE CONSTRUCTION PROJECT MANAGER WITH A DETAILED
SHOP DRAWING OF EACH BARRICADE UPON CONSTRUCTION COMPLETION.
INFORMATION SIGN 1-3
N.T.S.C
FRONT OF THE SIGN:
ALL PAINT WILL BE BAKED WITH ENAMEL AND WITH UV-PROTECTIVE
COATING OVER THE FACE OF THE SIGN.
SIGN 1-2: POLE, SEE DETAIL B, THIS SHEET
SIGN 1-2 MUST BE A NON-METALLIC LABEL WITH AN ADHESIVE
BACKING, THE LABEL SHALL BE MADE USING VINYL OR SIMILAR
WEATHERPROOF MATERIAL. THE LABEL SHALL BE APPROXIMATELY
5X7 INCHES WITH A WHITE BACKGROUND AND BLACK LETTERING.
THE GREEN BAND SHALL BE 1.375 INCH IN HEIGHT & THE
LETTERING SHALL BE BLACK WITH 0.75-INCH HIGH LETTERS. THE
TEXT LETTERING SHALL BE BLACK WITH 1/8-INCH HIGH LETTERS.
UV-PROTECTION SHALL BE PLACED OVER THE FRONT OF THE
LABEL.
SIGN 1-3: BACK OF ANTENNAS, SEE DETAIL C & 3, THIS SHEET
SIGN 1-3 IS A 1-INCH X 2-INCH PANEL THAT CAN BE APPLIED TO
THE BACK OR SIDE OF AN ANTENNA TO IDENTIFY IT AS AN
T-MOBILE ANTENNA.
SIGN 1-4: SIDE OF ANTENNAS, SEE DETAIL D & 3, THIS SHEET
SIGN 1-4 IS MADE FROM TRANSPARENT MATERIAL 1-1/2-INCHES
WIDE & 24-INCHES LONG. THE LETTERING IS TO BE BLACK WITH
1/2-INCH LETTERING IN A VERTICAL COLUMN. THE SPACING
BETWEEN WORDS MUST BE SUCH THAT IT IS EASILY READ & FILLS
THE LENGTH OF THE SIGN.
INFORMATION SIGN 1-1
N.T.S.A
INFORMATION SIGN 1-2
N.T.S.B
INFORMATION SIGN 1-4
N.T.S.D
Property of T-MOBILE
Authorized
Personnel Only
No Trespassing
Violators will be Prosecuted
In case of emergency, or prior to performing
maintenance on this site, call ____________________
and reference cell site number __________________
AUTHORIZED
PERSONNEL
ONLY
NOTICE
Property of T-MOBILE
Authorized
Personnel Only
In case of emergency, or prior to performing
maintenance on this site, call __________________
and reference cell site number _________________
INFORMATION
Posted in accordance with federal Communications
Commission rules and antenna tower registration
47CFR 17.4(g).
1 2 3 4 5 6 7
Federal Communications Communication
Tower Registration Number
8"12"
This Site Operated by:
T-MOBILE
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IN CASE OF FIRE AND THE NEED FOR SHUTDOWN
TO DEACTIVATE ANTENNAS CALL THE
FOLLOWING NUMBER:
For 24-Hour Emergency Contact and Access Please Call:
(888) 662-4662
Reference Site#: ___________
Site Address: ______________________________________________
TRESPASSING
NO
DANGER
INFORMATION
T-MOBILE OPERATES TELECOMMUNICATION ANTENNAS AT THIS
LOCATION. REMAIN AT LEAST 3 FEET AWAY FROM ANY ANTENNA AND
OBEY ALL POSTED SIGNS.
CONTACT THE OWNER(S) OF THE ANTENNA(S) BEFORE WORKING
CLOSER THAN 3 FEET FROM THE ANTENNA(S).
CONTACT T-MOBILE AT 888-662-4662 PRIOR TO PERFORMING ANY
MAINTENANCE OR REPAIRS NEAR TMOBILE ANTENNAS.
THIS IS SITE # _____________________
CONTACT THE MANAGEMENT OFFICE IF THIS DOOR/HATCH/GATE
IS FOUND UNLOCKED.
INFORMACION
EN ESTA PROPIEDAD SE UBICAN ANTENAS DE TELECOMUNICACIONES
OPERADAS POR T-MOBILE. FAVOR MANTENER UNA DISTANCIA DE NO
MENOS DE 3 PIES Y OBEDECER TODOS LOS AVISOS.
COMUNIQUESE CON EL PROPIETARIO O LOS PROPIETARIOS DE LAS
ANTENAS ANTES DE TRABAJAR O CAMINAR DE MENOS DE 3 PIES DE LA
ANTENA.
COMUNIQUESE CON T MOBILE 888-662-4662 ANTES DE REALIZAR
CUALQUIER MANTENIMIENTO O REPARACION DE LAS ANTENAS DE
T-MOBILE.
ESTA ES LA ESTACION BASE NUMERO ___________________________
FAVOR COMINUCARSE CON LA OFICINA DE LA ADMINISTRACION DEL
EDIFICIO SI ESTA PUENTA O COMPUERTA SE ENCUENTRA SIN CANDADO.12"8"
INFORMATION
ACTIVE ANTENNAS ARE MOUNTED
ON THE OUTSIDE FACE OF THIS BUILDING
INFORMATION SIGN 1-2
ON THIS STRUCTURE
STAY BACK A MINIMUM OF 3 FEETFROM THESE ANTENNAS
CONTACT T-MOBILE AT 888-662-4662 &
FOLLOW THEIR INSTRUCTIONS PRIOR TO
PERFORMING ANY MAINTENANCE ORREPAIRS CLOSER THAN 3 FEET FROM THE
ANTENNAS.
THIS IS T-MOBILE SITE _________________7"5"
2"1"S
T
A
Y
B
A
C
K
3
F
E
E
T
F
R
O
M
A
N
T
E
N
N
A
1-1/2"24"NOTICE TO WORKERS
AVISO A TRABAJADORES
RADIO FREQUENCY ANTENNAS ON THIS ROOF.
PLEASE EXERCISE CAUTION AROUND ANTENNAS AND
OBEY POSTED SIGNS AND/OR MARKINGS. FOR ACCESS
TO RESTRICTED AREAS OR FOR FURTHER INFORMATION,
PLEASE CALL 1-888-662-4662 (SITE NUMBER: __________)
IN ACCORDANCE WITH FCC RULES 47 CFR 1.1310
EN ESTE TECHO HAY ANTENAS DE RADIOFRECUENCIA. POR
FAVOR USE PRECAUCIÓN ALREDEDOR DE LAS ANTENAS Y
OBEDEZCA LOS AVISOS Y/O MARCAS PUESTOS. PARA OBTENER
ACCESO A LAS ZONAS RESTRINGIDAS O PARA OBTENER MÁS
INFORMACIÓN, LLAME AL TELÉFONO 1-888-662-4662 (NUMERO DE
SITIO: _________)
DE ACUERDO A LAS REGLAS DE FCC 47 CFR 1.1310
1-888-662-4662 __________
FCC 47 CFR 1.1310
12"20"EMERGENCY
SHUT DOWN
FOR IMMEDIATE SHUT DOWN OF ALL RADIO
FREQUENCY EMISSIONS OF THIS SITE,
1) CALL CONTACT NUMBER AND GIVE SITE
IDENTIFICATION NO.
CONTACT PHONE NUMBER: 1-888-662-4662
SITE IDENTIFICATION NUMBER: _________
2) DISCONNECT POWER AT MAIN
SERVICE DISCONNECT:
CONTRACTOR TO SUBMIT PROPOSED
WRITTEN DIRECTIONS FOR EACH OF
(5) SIGNS TO PROJECT CONSTRUCTION
MANAGER FOR APPROVAL PRIOR TO
ORDERING SIGNS
3) DISCONNECT BACK-UP POWER AT
BATTERY DISCONNECT:
CONTRACTOR TO SUBMIT PROPOSED
WRITTEN DIRECTIONS FOR EACH OF
(5) SIGNS TO PROJECT CONSTRUCTION
MANAGER FOR APPROVAL PRIOR TO
ORDERING SIGNS
N.T.S.1 GENERAL NOTES
N.T.S.12
EMERGENCY
SHUTDOWN SIGNAGE
N.T.S.13 TRILINGUAL SIGNAGE
N.T.S.3
WARNING, CAUTION AND NOTICE SIGNS
N.T.S.2 INFORMATION SIGNAGE
N.T.S.5 SHELTER SIGNAGE
N.T.S.7 SHELTER SIGNAGE
N.T.S.10 FCC ASR SIGNAGE
N.T.S.6
DOOR/EQUIPMENT
SIGNAGE
N.T.S.8
SHELTER/CABINET
DOOR SIGNAGE
N.T.S.9 GATE SIGNAGE
T-MOBILE
CAUTION
Beyond This Point you are
entering a controlled area where
RF Emissions may exceed the
FCC Controlled Exposure Limits.
Obey all posted signs and site guidelines for
working in an RF environment.
Ref:FCC 47CFR 1.1307(b)
WARNING
Beyond This Point you are
entering a controlled area where
RF Emissions exceed the FCC
Controlled Exposure Limits.
Failure to obey all posted signs and site
guidelines could result in serious injury.
Ref:FCC 47CFR 1.1307(b)T-MOBILE T-MOBILE
NOTICE
Beyond This Point you are
entering an area where RF
Emissions may exceed the FCC
General Population Exposure
Limits.
Follow all posted signs and site guidelines for
working in an RF environment.
Ref:FCC 47CFR 1.1307(b)
N.T.S.4 ROOFTOP SIGNAGE
NOTICE
GUIDELINES FOR WORKING IN
RADIO FREQUENCY ENVIRONMENTS
All personnel should have electromagnetic energy
(EME) awareness training.
All personnel entering this site must be authorized.
Obey all posted signs.
Assume all antennas are active.
Before working on antennas, notify owners and disable
appropriate transmitters.
Maintain minimum 3 feet clearance from all antennas.
Do not stop in front of antennas.
Use personal RF monitors while working near antennas.
Never operate transmitters without shields during
normal operation.
Do not operate base station antennas in equipment room.
For information contact: 877-611-5868
TMO130956
12"12"N.T.S.11 EMERGENCY CONTACT SIGN
In case of Emergency Contact
T-MOBILE
Please Reference Site ID
Phone: 1-(800) 264-6620
Site ID
FCC ID4.0"5.0"
"SHALL MATCH SITE ID OF THIS PLAN"
OWNER / OPERATOR NOTE:
SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF POWER CONNECTION WITH
TZeS241 LABELING TAPE OR EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST
18mm WIDTH WITH EXTRA-STRENGTH ADHESIVE. USE ANY COMPATIBLE P-TOUCH LABEL
MAKER. TEXT SHOULD BE PRINTED IN ALL CAPS WITH MINIMUM HEIGHT OF 1/2".
NOTE: SITE ID SHALL MATCH SITE ID IN PERMIT PLANS
INFORMATION
Obey all postings and boundaries beyond this point.
Call T-Mobile at 1-888-662-4662 for more information.8"12"
This is an ACCESS POINT to an Area
with transmitting antennas.
STATE: ______________ SWITCH: ________________________________
SITE ID: __________________________________________________________
SITE SIGNAGE
GN-3
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_GN-1.dwg, 4/24/2025 11:15:06 AM
FIRE DEPARTMENT NOTES:
1.UNDER THE T-MOBILE PROJECT MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE
"HILTI" HIGH-PERFORMANCE FIRE STOP SYSTEM #FS601 AT ALL FIRE-RATED PENETRATION
INSTALLED PER MANUFACTURER'S LATEST INSTALLATION SPECIFICATION.
2.ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO
MAINTAIN AN EQUAL OR GREATER FIRE RATING.
3.BUILDING UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN
ACCORDANCE WITH CFC CHAPTER 33 (FIRE SAFETY DURING CONSTRUCTION & DEMOLITION).
4.NEW AND EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS
IDENTIFICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLAED IN A
POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND.
(CFC SECTION 505 PREMISES IDENTIFICATION)
5.DECORATIVE MATERIALS SHALL BE MAINTAINED IN ACCORDANCE WITH CFC CHAPTER 8.
6.VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS,
TANKS, WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES, AND WATERFLOW
SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED BY A LISTED
FIRE ALARM CONTROL UNIT. (CFC SECTION 903.4)
7.INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC SECTION 907.
8.PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH CFC SECTIONS
906.1 & 906.2 AND CALIF. CODE OR REGULATIONS TITLE 19, DIVISION 1, CHAPTER 3.
9.CONTRACTOR SHALL VERIFY IN FIELD THE EXISTENCE OR INSTALLATION OF A FIRE
EXTINGUISHER WITH A MINIMUM RATING OF A 2A-10BC, WITH A CHARGE STATUS
ACCEPTABLE TO THE LOCAL FIRE AUTHORITY HAVING JURISDICTION.
10.COMPLETE PLANS AND SPECIFICATIONS FOR ALARM SYSTEMS FIRE-EXTINGUISHING SYSTEMS,
INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE-PROTECTION SYSTEMS SHALL BE
SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL IN INSTALLATION.
(CFC SECTION 901.2)
N.T.S.1 FIRE DEPARTMENT NOTES
N.T.S.2 BATTERY FIRE SAFETY SIGN
N.T.S.3 BATTERY CABINET NOTICE SIGN
N.T.S.5 BATTERY SAFETY DATA SHEET
N.T.S.6 BATTERY SPECIFICATION SHEET
N.T.S.4 BATTERY LOAD CALCULATIONS
BATTERY TYPE MODEL CAPACITY (AH)VOLTAGE CAPACITY (kWh)/BAT # OF EXISITING BAT # OF PROPOSED BAT FINAL # OF BAT kWh
NORTHSTAR NSB190FT RED 183 12 2.196 0 12 12 26.35
AH = AMPERE HOURS BAT = BATTERY kWh = KILOWATT HOURS TOTAL kWh 26.35
T-MOBILE
NOTICE
Beyond This Point you are
entering an area where RF
Emissions may exceed the FCC
General Population Exposure
Limits.
Follow all posted signs and site guidelines for
working in an RF environment.
Ref:FCC 47CFR 1.1307(b)
BATTERY
SPECIFICATIONS
GN-4
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_GN-4.dwg, 4/24/2025 11:15:10 AM
OROVILLE
Q
U
I
N
C
Y
H
I
G
H
W
A
Y
LS-1
TIMOTHY SCHAD, L.S.
10699 ROUND VALLEY RD.
GRASS VALLEY, CA. 95949
PHONE: (916) 947-7603
TIM@INITIALPOINT.COM
OVERALL PARCEL
1"=100'
SURVEY NOTES
1. ALL LATITUDES AND LONGITUDES ARE NAD 83, ALL ELEVATIONS ARE NAVD 88
(UNLESS NOTED OTHERWISE).
2. ALL BOUNDARY INFORMATION SHOWN HEREON HAS BEEN COMPILED FROM RECORD
DATA. THIS IS NOT A BOUNDARY SURVEY.
3. DATE OF FIELD SURVEY JANUARY 6, 2025.
4. NO PRELIMINARY TITLE REPORT HAS BEEN PROVIDED, ANY EASEMENTS OR OTHER
TITLE RELATED ISSUES NOT INCLUDED IN SAID REPORT WHICH ARE PART OF THE TITLE
PROCESS MAY OR MAY NOT HAVE BEEN ADDRESSED, TIMOTHY F. SCHAD, L.S. ACCEPTS
NO RESPONSIBILITY OR LIABILITY FOR BOUNDARY OR TITLE ITEMS ADDRESSED
HEREON. THIS IS NOT A BOUNDARY SURVEY.
5. OVERHEAD UTILITY LINES ARE BASED ON A COMBINATION OF FIELD LOCATED DATA
AND AERIAL IMAGERY AND ARE DEPICTED FOR REFERENCE ONLY.
SCL0115C
480' NORTH OF 2867
OROVILLE QUINCY HWY.
OROVILLE, CA. 95966
ELEC. TRANSMISSION TOWER
SBE PCL. NO. 135-4-55-1
SITE SURVEY EXHIBIT
LS-1
BASIS OF BEARING NOTE
ALL BEARINGS SHOWN HEREON ARE PER PARCEL MAP RECORDED IN
BOOK 70 OF MAPS AT PAGE 87, OFFICIAL RECORDS OF BUTTE COUNTY.
LATITUDES AND LONGITUDES ARE NAD 83, ALL ELEVATIONS ARE NAVD
88 (UNLESS NOTED OTHERWISE).
LEGEND
PARCEL DESCRIPTION
PARENT PARCEL
PENDING RECEIPT OF PRELIMINARY TITLE REPORT
REAL PROPERTY IN THE COUNTY OF BUTTE, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
SBE PARCEL # 135-4-55-1 & 135-4-55B-1
BUTTE COUNTY APN:068-150-051
GEODETIC LOCATION
DATE OF SURVEY: JANUARY 6, 2025
SITE NUMBER / NAME: SCL0115C
TYPE: EXISTING ELECTRIC TRANSMISSION TOWER
SITE ADDRESS: 480' NORTH OF
2867 OROVILLE QUINCY HIGHWAY
OROVILLE, CA 95966
I, TIMOTHY SCHAD, HEREBY CERTIFY THE GEODETIC COORDINATES AT
THE CENTERLINE OF THE EXISTING TOWER TO BE:
LATITUDE= 39° 30' 24.70" NORTH (NAD83) (39.506861º)
LONGITUDE= 121° 30' 08.25" WEST (NAD83) (-121.502292º)
GROUND ELEVATION= 512.0' NAVD88 (0.0' A.G.L.)
TOP HIGHEST EXISTING ANTENNA ELEV.= 596.5' NAVD88 (84.5' A.G.L.)
TOP TOWER ELEV.= 656.3' NAVD88 (144.3' A.G.L.)
(HIGHEST POINT)
THE ACCURACY STANDARDS FOR THIS CERTIFICATION ARE AS FOLLOWS:
GEODETIC COORDINATES: +/- FIFTEEN (15) FEET (NAD-83)
ELEVATIONS: +/- THREE (3) FEET (NAVD-88)
POLE DETAIL
NO SCALE'
SITE TOPOGRAPHY
1"=20'C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_SITE SURVEY.dwg, 4/24/2025 11:15:13 AM
X
X
XX
X
X
X
X X X X X X X X X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X X
X
X
X
X
X
XX
X
X
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
X
X
X
X
X
XX
X
X
X
X
X
X
XX
X X X X
XXXXX
X
X
X
X
X
X
X
X
X
X
X X X X X X X
X
XX
X
X
X
XX
X
XX
0'32'
SCALE: 1/32" = 1'-0"
64'16'96'8' 1 OVERALL SITE PLAN
120°240°
0°NORTH
MAG.16°30'SYMBOLS & ABBREVIATIONS
SECTION REFERENCE
CENTERLINE
ELEVATION REFERENCE
CONCRETE
SAND
PLYWOOD
GRAVEL
EARTH
MASONRY
BRICK
(N)
(E)
GROUNDING LINE
WORK POINT
MATCH LINE
PROPERTY/LEASE LINE
STEEL
EXISTING
NEW
GROUND WELL
EXISTING UTILITY POLE
EXISTING LUMINAIRE
SET POINT
REVISION
DETAIL REFERENCE
GRID REFERENCE
OVERHEAD SERVICE
CONDUCTORS
UNDERGROUND SERVICE
CONDUCTORS
SPOT ELEVATION (DATUM)
FENCE
BREAK LINE
X
XX
XX
XX
XX
XX
XX
FOUNDATION MONUMENT
X
OH OH OH
UG UG UG
X X X X
TYP.TYPICAL
A.G.L.ABOVE GROUND LEVEL
U.N.O.UNLESS NOTED OTHERWISE
N.T.S.NOT TO SCALE
T.B.D.TO BE DETERMINED
OVERALL SITE PLAN
A-1
TYPICAL NOTE/S:
1.PRIOR TO CONSTRUCTION, PLEASE VERIFY IN FIELD ALL
DIMENSIONS, LENGTHS, PROPERTY LINES, AND CONDUIT RUNS.
- OROVILLE
Q
U
I
N
C
Y
H
W
Y
-
~ (E) FIELD ~~ (E) PRIVATE ACCESS ROAD ~A-3
1
A-4
1
(N) T-MOBILE EQUIPMENT AREA
BE
T
A
S
E
C
T
O
R
AZ
=
1
2
0
°
GAMM
A
S
E
C
T
O
R
AZ =
2
4
0°
A-2
1
A-2
2
(N) T-MOBILE ANTENNA AND RADIOS ON (E) UTILITY LATTICE TOWER
A-3
1
A-3
2
~ APN: 068-160-128 ~
~ APN: 910-031-083 ~
(E) UTILITY VAULT
(E) SECONDARY POWER VAULT
(POWER P.O.C.)
(E) FENCE
(E)PROPERTY LINE, TYP.
~ (E) FIELD ~
A-3
2
A-4
2
(N) 15' WEED ABATEMENT AROUND TOWER
(N) 10' GRAVEL FIREBREAK INCLUDING
FELT DEBRIS BARRIER OUT FROM TOWER
(N)T-MOBILE U/G POWER ROUTE
FROM (E) SECONDARY POWER
VAULT TO (N) METER PANEL
(±313 FT)
~ APN: 068-150-070 ~
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
(N)T-MOBILE U/G FIBER
ROUTE FROM (E) UTILITY
VAULT TO (N) 6160 CABINET
(±65 FT)
~ APN: 068-150-051 ~ALPHA SECTORAZ = 340°C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_A-1.dwg, 4/24/2025 11:15:20 AM
X XXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXX X X
X
X
X
X
XXXXXXXXXXXXX X X X X X
XXXXXXXXXXXX XXXXXXXX X X X X X X X XXXXXXXXXX
X XXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXX X X
X
X
X
X
XXXXXXXXXXXXX X X X X X
XXXXXXXXXXXX
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
A-3
2
120°240°
0°NORTH
MAG.16°30' 1
EXISTING EQUIPMENT PLAN
0'4'2'
SCALE: 3/8" = 1'-0"
8'6'
120°240°
0°NORTH
MAG.16°30'EXISTING AND PROPOSED
EQUIPMENT PLANS
A-2 2
PROPOSED EQUIPMENT PLAN
0'4'2'
SCALE: 3/8" = 1'-0"
8'6'
(E)CHAIN-LINK FENCE ENCLOSURE
A-4
2
A-3
1
A-4
1
(N) 6160 CABINET MOUNTED ON
(E) AND (N) CONCRETE SLAB
(N) B160 CABINET MOUNTED
ON (E) CONCRETE SLAB
(N) CIENA BOX WITH (N) FIBER BOX BELOW
MOUNTED TO (N) H-FRAME
~ (E) EQUIPMENT AREA ENCLOSURE ~
~ (E) EQUIPMENT AREA ENCLOSURE ~
~ DIRT ~
OUTLINE OF (N) CONCRETE SLAB
(E) TOWER LEG
(E) TOWER BASE
10'-0" (N) CONCRETE EXTENSION
8'-0" (N) CONCRETE EXTENSION10'-0" (N) CONCRETE EXTENSION
(N) UNISTRUT-MOUNTED LED WORK LIGHT
(N) 200A PPC CABINET WITH (N) CAM-LOCK BOX
MOUNTED TO (N) H-FRAME
(N) 200A METER PANEL
MOUNTED TO (N) H-FRAME
(N) NEMA3R-RATED
HCS WINDER BOX
MOUNTED ON (N) H-FRAME
A-6
11
A-6.1
9
(2)(N) HCS CABLES;
RUN THRU (N) CABLE ROUTE
A-6
12
(N) PORTABLE FIRE EXTINGUISHER
WITH 18-LB. CAPACITY (B:C RATING)
INSIDE (N) FIRE EXTINGUISHER CABINET
MOUNTED ON (N) H-FRAME
A-6.1
11
E-3
12
A-6
6
A-6
9
A-6
5
A-6
9
(N) CHAIN-LINK FENCE ENCLOSURE
A-6.1
5
(N) CONCRETE SLAB
A-6.1
4
(N) 3'-0" WIDE ACCESS GATE
2'-0"8'-6"
11"
(N) GPS ANTENNA
A-6.1
11
A-6.1
9
A-6
12
E-3
8
A-6.1
9
E-3
10
E-3.1
4
A-6.1
9
1'-6"5"5"
12'-5" (NEW CHAIN-LINK FENCE)6"4'-7"4"6"(E) CONCRETE PLATFORM
(E) ACCESS GATE
(E) ACCESS GATE
(E)CONCRETE SLAB
(E)CONCRETE SLAB(E)CONCRETES SLAB(E)CONCRETE SLAB8'-0" (N) CONCRETE EXTENSION5'-6"
E-3
9
(2)(N) 4"∅ STUB-UP CONDUITS
1'-6"6"3'-3"6"7'-7" (NEW CHAIN-LINK FENCE)(2)(N) 4"∅ STUB-UP CONDUITS
AT TOWER LEG
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_A-2.dwg, 4/24/2025 11:15:22 AM
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
A-3
2
120°240°
0°NORTH
MAG.16°30' 3
EXISTING ANTENNA AND EQUIPMENT PLAN - BELOW CONDUCTOR
0'4'2'
SCALE: 1/4" = 1'-0"
12'8'
120°240°
0°NORTH
MAG.16°30'EXISTING AND PROPOSED
ANTENNA AND
EQUIPMENT PLANS
A-2.1 4
PROPOSED ANTENNA AND EQUIPMENT PLAN - BELOW CONDUCTOR
0'4'2'
SCALE: 1/4" = 1'-0"
12'8'
(E) PG&E TOWER
A-3
1
A-4
1
(N) T-MOBILE ANTENNA APXVAALL18M-U-J20
MOUNTED ON (N) TOWER MOUNT
ATTACHED TO (N) 12'-0" TOP HAT, TYP.
(1 PER SECTOR, POS 1 - TOTAL 3)
A-6
1
A-6
7
A-6.1
2
(N) T-MOBILE ANTENNA AIR 6419 B41
ATTACHED TO (N) TOWER MOUNT, TYP.
(1 PER SECTOR, POS 2 - TOTAL 3)
BE
T
A
S
E
C
T
O
R
AZ
=
1
2
0
°
1
EXISTING ANTENNA AND EQUIPMENT PLAN - ABOVE CONDUCTOR
0'4'2'
SCALE: 1/4" = 1'-0"
12'8'
2
PROPOSED ANTENNA AND EQUIPMENT PLAN - ABOVE CONDUCTOR
0'4'2'
SCALE: 1/4" = 1'-0"
12'8'
(E) TOWER BASE
120°240°
0°NORTH
MAG.16°30'120°240°
0°NORTH
MAG.16°30'65° (TY
P
.
)
(2)(N) HCS CABLES; RUN FROM
(N) STUB-UP CONDUITS ALONG
TOWER LEG UP TO (N) RADIOS
A-6.1
1
GAM
M
A
S
E
C
T
O
R
AZ
=
2
4
0°
BE
T
A
S
E
C
T
O
R
AZ
=
1
2
0
°
65° (TY
P
.
)
GAM
M
A
S
E
C
T
O
R
AZ =
2
4
0°
(N) T-MOBILE RADIO 4460 B25+B66
MOUNTED ON (N) TOWER MOUNT
ATTACHED TO (N) H-FRAME, TYP.
(1 PER SECTOR - TOTAL 3)
(N) T-MOBILE RADIO 4480 B71+B85
MOUNTED ON (N) TOWER MOUNT,
ATTACHED TO (N) H-FRAME, TYP.
(1 PER SECTOR - TOTAL 3)
(E) PG&E TOWER
(E) TOWER BASE
A-6
2
A-6
7
A-6.1
2
A-6
3
A-6
8
A-6.1
2
A-6
4
A-6
8
A-6.1
2
A-3
1
A-4
1
A-3
2
A-4
2
A-4
2
(N) T-MOBILE 12'-0" TOP HAT
(2)(N) T-MOBILE TMAs
MOUNTED BEHIND (N) ANTENNA
(2 PER SECTOR - TOTAL 6)
(24)(N) 7/8"∅ COAX FEEDERS FROM
(N) RADIOS TO ANTENNAS ON TOP HAT ALPHA SECTORAZ = 340°ALPHA SECTORAZ = 340°C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_A-2.1.dwg, 4/24/2025 11:15:29 AM
0'-0" A.G.L.
GROUND LEVEL
±84'-6" A.G.L.
TOP OF (E) ANTENNA (BY OTHERS)
±97'-10" A.G.L.
BOTTOM OF (E) CONDUCTORS
±130'-10" A.G.L.
BOTTOM OF (E) CONDUCTORS
±144'-4" A.G.L.
TOP OF (E) LATTICE TOWER
±66'-10" A.G.L.
BOTTOM OF (E) ANTENNA (BY OTHERS)
0'-0" A.G.L.
GROUND LEVEL
±156'-4" A.G.L.
TOP OF (N) TOP HAT
±66'-10" A.G.L.
BOTTOM OF (E) ANTENNA (BY OTHERS)
±97'-10" A.G.L.
BOTTOM OF (E) CONDUCTORS
±130'-10" A.G.L.
BOTTOM OF (E) CONDUCTORS
10'-0"VERTICALCLERANCE10'
-
0
"
RA
D
I
A
L
CL
E
A
R
A
N
C
E
(TY
P
.
)
±61'-0" A.G.L.
RAD CENTER OF (N) T-MOBILE ANTENNAS
±58'-0" A.G.L.
BOTTOM OF (N) ANTENNA MOUNT
±150'-0" A.G.L.
RAD CENTER OF (N) T-MOBILE ANTENNAS
±144'-4" A.G.L.
TOP OF (E) LATTICE TOWER
±64'-0" A.G.L.
TOP OF (N) ANTENNA MOUNT
±57'-0" A.G.L.
TOP OF (N) RADIO MOUNT
±51'-0" A.G.L.
BOTTOM OF (N) RADIO MOUNT
±54'-0" A.G.L.
CENTERLINE OF (N) T-MOBILE RADIOS
EXISTING AND PROPOSED
ELEVATIONS (SOUTH)
A-30'8'
SCALE: 1/8" = 1'-0"
24'16'4' 2
PROPOSED ELEVATION (SOUTH)
1
EXISTING ELEVATION (SOUTH)
0'8'
SCALE: 1/8" = 1'-0"
24'16'4'
(N) T-MOBILE ANTENNA AIR 6419B41
MOUNTED ON (N) H-FRAME
ATTACHED TO (N) TOWER MOUNT
(BETA SECTOR, POS 2)
(N) T-MOBILE ANTENNA APXVAALL18M-U-J20
ATTACHED TO (N) TOWER MOUNT
(1 PER SECTOR - TOTAL 3)
(E) ANTENNAS BY OTHERS, TYP.
(E) EQUIPMENT INSIDE CHAIN-LINK FENCE
ENCLOSURE ON CONCRETE SLAB (BY OTHERS)
(E) POWER CONDUCTOR, TYP.
(N) T-MOBILE RADIO 4460 B25+B66
MOUNTED TO (N) TOWER MOUNT,
ATTACHED TO (N) H-FRAME, TYP.
(N) T-MOBILE RADIO 4480 B71+B85
MOUNTED TO (N) TOWER MOUNT,
ATTACHED TO (N) H-FRAME, TYP.
(N) T-MOBILE EQUIPMENT
MOUNTED INSIDE (N) CHAIN-LINK FENCE ENCLOSURE
ON (E) AND (N) CONCRETE SLAB
(BEYOND)
A-6
2
A-6
7
A-6.1
2
A-6
3
A-6
8
A-6.1
2
A-6
4
A-6
8
A-6.1
21'-0"1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
(N) T-MOBILE 12'-0" TOP HAT12'-0"TOP HAT(2)(N) T-MOBILE TMAs
MOUNTED BEHIND (N) ANTENNA
(2 PER SECTOR - TOTAL 6)
(24)(N) 7/8"∅ COAX FEEDERS FROM
(N) RADIOS TO ANTENNAS ON TOP HAT
(2)(N) HCS CABLES FROM
(N) 6160 CABINET TO (N) RADIOS
A-6
1
A-6
7
A-6
10
A-6.1
1
(2)(N) STUB-UP CONDUITS
AT TOWER LEG
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_A-3.dwg, 4/24/2025 11:15:35 AM
0'-0" A.G.L.
GROUND LEVEL
±97'-10" A.G.L.
BOTTOM OF (E) CONDUCTORS
±130'-10" A.G.L.
BOTTOM OF (E) CONDUCTORS
±66'-10" A.G.L.
BOTTOM OF (E) ANTENNA (BY OTHERS)
±156'-4" A.G.L.
TOP OF (N) TOP HAT
±150'-0" A.G.L.
RAD CENTER OF (N) T-MOBILE ANTENNA
±144'-4" A.G.L.
TOP OF (E) LATTICE TOWER
±61'-0" A.G.L.
TOP OF (N) T-MOBILE ANTENNAS
±58'-0" A.G.L.
BOTTOM OF (N) ANTENNA MOUNT
±64'-0" A.G.L.
TOP OF (N) ANTENNA MOUNT
±57'-0" A.G.L.
TOP OF (N) RADIO MOUNT
±51'-0" A.G.L.
BOTTOM OF (N) RADIO MOUNT
±54'-0" A.G.L.
CENTERLINE OF (N) T-MOBILE RADIOS
EXISTING AND PROPOSED
ELEVATIONS (EAST)
A-40'8'
SCALE: 1/8" = 1'-0"
24'16'4' 2
PROPOSED ELEVATION (EAST)
1
EXISTING ELEVATION (EAST)
0'8'
SCALE: 1/8" = 1'-0"
24'16'4'
(E) ANTENNAS BY OTHERS, TYP.
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
(N) T-MOBILE ANTENNA AIR 6419B41
MOUNTED ON (N) H-FRAME
ATTACHED TO (N) TOWER MOUNT
(ALPHA SECTOR, POS 2)
(N) T-MOBILE ANTENNA APXVAALL18M-U-J20
ATTACHED TO (N) TOWER MOUNT
(ALPHA SECTOR, POS 1)
(N) T-MOBILE RADIO 4460 B25+B66
MOUNTED TO (N) TOWER MOUNT,
ATTACHED TO (N) H-FRAME, TYP.
(N) T-MOBILE RADIO 4480 B71+B85
MOUNTED TO (N) TOWER MOUNT,
ATTACHED TO (N) H-FRAME, TYP.
A-6
2
A-6
7
A-6.1
2
A-6
3
A-6
8
A-6.1
2
A-6
4
A-6
8
A-6.1
21'-0"(N) T-MOBILE EQUIPMENT
MOUNTED INSIDE (N) CHAIN-LINK FENCE ENCLOSURE
ON (E) AND (N) CONCRETE SLAB (BEYOND)
(N) T-MOBILE 12'-0" TOP HAT12'-0"TOP HAT(E) EQUIPMENT INSIDE CHAIN-LINK FENCE
ENCLOSURE ON CONCRETE SLAB (BY OTHERS)
(2)(N) T-MOBILE TMAs
MOUNTED BEHIND (N) ANTENNA
(2 PER SECTOR - TOTAL 6)
A-6
10
A-6
1
A-6
7
(24)(N) 7/8"∅ COAX FEEDERS FROM
(N) RADIOS TO ANTENNAS ON TOP HAT
(2)(N) HCS CABLES FROM
(N) 6160 CABINET TO (N) RADIOS
A-6.1
1
(2)(N) STUB-UP CONDUITS
AT TOWER LEG
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_A-4.dwg, 4/24/2025 11:15:39 AM
ANTENNA SCHEDULE
(VERIFY WITH CURRENT RFDS)
SECTOR EXISTING/PROPOSED ANTENNA SIZE (INCHES)
(H X W X D)
ANTENNA
RAD CENTER AZIMUTH ACTIVE
TECHNOLOGY RADIO (QTY)TMA / MULTIPLEXER (QTY)FIBER, COAX TYPE AND QUANTITY (LENGTH)
A1 PROPOSED RFS - APXVLL18M-U-J20 (OCTO)71.8" X 19.7" X 8.5"150'-0"
340°
N600, L700, L2100, N1900, L1900, N2100 (1) RADIO 4480 B71+B85, (1) RADIO 4460 B25+B66 (2) TMAT19G21BL26-21 STYLE 3CY TMA
(8) 7/8" COAX - 100 FT
(6) FIBER JUMPER - 2F SM OUTDOORCON-LCD W COVER 5M
(8) COAX JUMPER
A2 PROPOSED AIR 6419 B41 (ACTIVE ANTENNA - MASSIVE MIMO)33.6" X 20.0" X 6.3"61'-0"N2500 --(2) FIBER JUMPER - 2F SM OUTDOORCON-LCD W COVER 5M
- 10 FT
ANTENNA AND
EQUIPMENT SCHEDULE
A-5
ALPHA
PROPOSED EQUIPMENT SCHEDULE (AT EQUIPMENT AREA)
ENCLOSURE TYPE ENCLOSURE 6160_V2 AC B160
BASEBAND RP 6651 (N2500), RP 6651 (N600, N1900, N2100, L700, L1900, L2100)-
TRANSPORT SYSTEM (1) CSR IXRE V2 (GEN 2)-
HYBRID CABLE SYSTEM (2) HYBRID TRUNK 6/24 4AWG 25M -
GAMMA
RAN SCOPE OF WORK
(VERIFY LATEST RFDS)
1.) ADD (1) RP6651 FOR L7/N6 + L19/L21/N19/N21 MMBB.
2.) ADD (1) RP6651 FOR N2500
3.) ADD (1) iXRE ROUTER
4.) ADD E6160 AND B160 CABINETS
5.) ADD (2) 6X24 HCS 4AWG 25M
BETA
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
ANTENNA SCHEDULE
(VERIFY WITH CURRENT RFDS)
SECTOR EXISTING/PROPOSED ANTENNA SIZE (INCHES)
(H X W X D)
ANTENNA
RAD CENTER AZIMUTH ACTIVE
TECHNOLOGY RADIO (QTY)TMA / MULTIPLEXER (QTY)FIBER, COAX TYPE AND QUANTITY (LENGTH)
B1 PROPOSED RFS - APXVLL18M-U-J20 (OCTO)71.8" X 19.7" X 8.5"150'-0"
120°
N600, L700, L2100, N1900, L1900, N2100 (1) RADIO 4480 B71+B85, (1) RADIO 4460 B25+B66 (2) TMAT19G21BL26-21 STYLE 3CY TMA
(8) 7/8" COAX - 100 FT
(6) FIBER JUMPER - 2F SM OUTDOORCON-LCD W COVER 5M
(8) COAX JUMPER
B2 PROPOSED AIR 6419 B41 (ACTIVE ANTENNA - MASSIVE MIMO)33.6" X 20.0" X 6.3"61'-0"N2500 --((2) FIBER JUMPER - 2F SM OUTDOORCON-LCD W COVER 5M
- 10 FT
ANTENNA SCHEDULE
(VERIFY WITH CURRENT RFDS)
SECTOR EXISTING/PROPOSED ANTENNA SIZE (INCHES)
(H X W X D)
ANTENNA
RAD CENTER AZIMUTH ACTIVE
TECHNOLOGY RADIO (QTY)TMA / MULTIPLEXER (QTY)FIBER, COAX TYPE AND QUANTITY (LENGTH)
C1 PROPOSED RFS - APXVLL18M-U-J20 (OCTO)71.8" X 19.7" X 8.5"150'-0"
240°
N600, L700, L2100, N1900, L1900, N2100 (1) RADIO 4480 B71+B85, (1) RADIO 4460 B25+B66 (2) TMAT19G21BL26-21 STYLE 3CY TMA
(8) 7/8" COAX - 100 FT
(6) FIBER JUMPER - 2F SM OUTDOORCON-LCD W COVER 5M
(8) COAX JUMPER
C2 PROPOSED AIR 6419 B41 (ACTIVE ANTENNA - MASSIVE MIMO)33.6" X 20.0" X 6.3"61'-0"N2500 --((2) FIBER JUMPER - 2F SM OUTDOORCON-LCD W COVER 5M
- 10 FT
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_A-5.dwg, 4/24/2025 11:15:43 AM
OR APPROVED EQUIVALENT
TMA DETAIL
MANUFACTURER: COMMSCOPE
MODEL #: TMAT19G21BL26-21
DIMENSIONS: 9.3"H x 10.0"W x 4.2"D
WEIGHT: 16.7 LBS
10"4.2"9.3"VENT
MANUFACTURER: ERICSSON
MODEL: AIR6419 B41
HEIGHT: 33.6 in.
WIDTH: 20.0 in.
DEPTH:6.3 in.
WEIGHT: 68.5 lbs.
WIND SPEED, MAXIMUM: 150 MPH
FREQUENCY: REFER TO RF DATA SHEET
AIR6419 ANTENNA DETAIL33.66.3"16.1"
NOT USED
19.7"8.5"71.8"APXVAALL18M-U-J20 ANTENNA DETAIL
MANUFACTURER: AMPHENOL
MODEL: APXVAALL18M-U-J20
HEIGHT: 71.8 in.
WIDTH: 19.7 in.
DEPTH:8.5 in.
WEIGHT: 57.5 lbs.
WIND SPEED, MAXIMUM: 150 MPH
FREQUENCY: REFER TO RF DATA SHEET
24" X 24" X 8"
NEMA3 ENCLOSURE
FOR WINDER BOX;
TALLEY PART #INFAB-24248RBG-CD
24.0"8.0"WINDER BOX DETAIL
2"∅ CONDUITS TO BE SECURED
TO H-FRAME W/ SNAP-IN
AND RUBBER GROMMETS, TYP.
H-FRAME
TO 6160 CABINET
HCS
CABLES
WINDER BOX
GROUND
24.0"24.0"
LED SERVICE LIGHT
MANUFACTURER: NUVO (SATCO)
MODEL: 65-541
DIMENSIONS: 7.24"H X 9.91"W X 2.44"D
WEIGHT: 1.14 LBS. (NET)
ELECTRICAL INFO:
WATTAGE: 15W/25W/35W
LUMEN OUTPUT: 1800L-4900L
TECHNOLOGY: LED
FIXTURE TYPE: FLOOD LIGHT
LENS MATERIAL: TEMPERED GLASS
MATERIAL: DIE-CAST ALUMINUM
RADIO 4460 DETAIL
15.1"17.0"11.9"MANUFACTURER: ERICSSON
MODEL: RADIO 4460 B25+B66
DEPTH:11.9 in.
LENGTH: 17.0 in.
WIDTH: 15.1 in.
WEIGHT: ~109 lbs.
FREQUENCY: REFER TO RF
DATA SHEET
OR APPROVED EQUIVALENT
6160 CABINET DETAIL 63.0"33.5"25.6"
MANUFACTURER: ERICSSON
MODEL: 6160 AC V2
HEIGHT: 63.0"
WIDTH: 25.6"
DEPTH:33.5"
WEIGHT: 320 LBS. (NET)
MAX WEIGHT: 605 LBS.25.6"25.6"16.5"21.5"
CL
CL
NOT USED
NOT USED
NOT USED
NOT USEDRADIO 4480 DETAIL
15.4"21.8"7.5"MANUFACTURER: ERICSSON
MODEL: RADIO 4480 B71+B85
DEPTH:7.5 in.
LENGTH: 21.8 in.
WIDTH: 15.4 in.
WEIGHT: ~93 lbs.
FREQUENCY: REFER TO RF
DATA SHEET
OR APPROVED EQUIVALENT 63.0"29.6"26.0"
MANUFACTURER: ERICSSON
MODEL: B160
HEIGHT: 63.0"
WIDTH: 26.0"
DEPTH:29.6"
WEIGHT: 430 LBS. (NET)
MAX WEIGHT: 1883.0 LBS
(INCLUDING BATTERIES)
B160 CABINET DETAIL
25.6"
CL
CL
27.6"22.45"21.65"
ANTENNA MOUNTING DETAIL
OR APPROVED EQUIVALENT
44
4
2
2
5
7
6
GENERAL MOUNTING BRACKET PARTS
1
QTY
1
1
3
ITEM
1
2
DESCRIPTION
Bracket, Downtilt, Antenna
Adaptor, Pole, Lower
Bracket, Downtilt, Pole
5/16 Split Washer
1/2 Split Washer
5/16 X 1 Hex Head Bolt
1/2 X 1 Hex Head Bolt
1
2
34
5
6
7
NOTES:
1.EACH ANTENNA HAS ITS OWN MOUNTING
BRACKET KIT, TILTING ATTACHMENT AND
CABLE KIT SOLD SEPARATELY. GC TO UTILIZE
TILTING ATTACHMENT METHOD AS NEEDED.
SEE ANTENNA SPECIFICATION SHEET.
2.VERIFY EXISTING CONDITIONS. ALL MOUNTING
ATTACHMENTS AND HARDWARE SHALL BE
VERIFIED BY CONSTRUCTION MANAGER.
3.INSERT SCISSOR BRACKETS BETWEEN THE
UPPER ANTENNA MOUNTING BRACKET AND
THE UPPER POLE ADAPTER BRACKET.
SECURE USING 1/2-IN. HARDWARE PROVIDED.
4.TO SET THE DEGREE OF DOWNTILT, ALIGN
THE DESIRED HOLES ON THE SCISSOR
BRACKETS AND SECURE USING 5/16 INCH
HARDWARE PROVIDED.
5.THE NUMBER OF CONNECTORS WILL VARY
BASED ON ANTENNA TYPE.
6.PLACE RF TERMINATIONS OR CAPS ON ALL
UNUSED ANTENNA PORTS.
(N) RRU WITH RRU SUPPORT KIT
PROVIDED BY MANUFACTURER
RADIO MOUNT TO MOUNT PIPE DETAIL
(N) 1/2"∅ U-BOLT
(TOP AND BOTTOM)
MOUNT PIPE
OR APPROVED EQUIVALENT
CABINET ANCHORAGE DETAIL
4-1/2" MIN.
1/2"∅ HILTI KWIK BOLT TZ2
WITH 3-5/8" (MIN.)
EMBEDMENT DEPTH PER
ICC-ESR #4266
(STAINLESS STEEL)
CONCRETE
SLAB
INSULATING
WASHER
FLAT WASHER
LOCK WASHER
NOTE: SPECIAL INSPECTION IS REQUIRED FOR
THE INSTALLATION OF THE ANCHOR BOLTS
ACCORDING TO ICC-ESR #4266
CABINET
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
DETAILS
A-6
N.T.S
SCALE:
N.T.S
SCALE:
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_A-6.dwg, 4/24/2025 11:15:47 AM
NOT USED
NOT USED
TYPICAL WOVEN WIRE GATE/FENCE NOTES
(INSTALL SWING GATES PER ASTM F- 900)
1.GATE POST, CORNER, TERMINAL OR PULL POST SHALL BE 2-7/8"∅
SCHEDULE 40 FOR GATE WIDTHS UP THROUGH 6 FEET OR 12 FEET
FOR DOUBLE SWING GATE PER ASTM-F1083.
2.LINE POST: 2-3/8"∅ SCHEDULE 40 PIPE PER ASTM-F1083.
3.GATE FRAME: 1-1/2"∅ SCHEDULE 40 PIPE PER ASTM-F1083.
4.TOP RAIL & BRACE RAIL: 1-1/4"∅ SCHEDULE 40 PIPE PER
ASTM-F1083.
5.FABRIC: 9-GA. CORE WIRE SIZE 2" MESH, CONFORMING TO
ASTM-A392 CLASS 1.
6.TIE WIRE: MINIMUM 11-GA GALVANIZED STEEL INSTALL A SINGLE
WRAP TIE WIRE AT POSTS AND RAILS AT MAX. 24" INTERVALS. INSTALL
HOG RINGS ON TENSION WIRE AT 24" INTERVALS.
7.TENSION WIRE: 7-GA. GALVANIZED STEEL.
8.GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE
CATCH AND LOCK (KEYED ALIKE FOR ALL SITES OR COMBINATION AS
SPECIFIED BY AWS).
9.LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN
INSTALLATION.
10.ALL WORK SHALL CONFORM WITH THE PROJECT SPECIFICATIONS.
CHAIN-LINK ACCESS GATE
1'-0"∅ PLAIN CONCRETE
OR SAKRETE PIER, TYP.
L C GATE POST
SEE DWGS
FOR WIDTH
GATE POSTCL
TOP BRACE
RAIL
(CLR OPNG)
FINISH FLOOR
DIAGONAL ROD
WITH STEEL
TURNBUCKLE
GATE
FRAME
1'-0"3'-0"STRETCHER
BAR
GATE LATCH
W/ LOCK
VERTICAL PRIVACY SLATS
(HDPE OR APPROVED EQ.)
BETWEEN CHAIN-LINK FENCE
NOTE:
ALL CONCRETE MUST HAVE A
MINIMUM COMPRESSIVE STRENGTH OF
2500 PSI @ 28 DAYS.
NOT USEDN.T.S
SCALE:H-FRAME ON CONCRETE SLAB DETAIL
5"5"DETAIL 'A-A'
1/4
DETAIL 'B-B'
NOTE: SPECIAL INSPECTION IS REQUIRED FOR
THE INSTALLATION OF THE ANCHOR BOLTS
ACCORDING TO ICC-ESR #4266
1-1/2"
TYP.
9" MIN.
TO EDGE OF CONCRETE
TOP OF SLAB
8"x8"x3/8"
STEEL PLATE
3-1/2" O.D.
POST
3-1/2" O.D.
POST
8"x8"x3/8"
STEEL PLATE
UNISTRUT PIPE/CONDUIT CLAMP P1119
OR P2558-35 (GALV.), TYP.;
FOLLOW MANUFACTURER RECOMMENDATIONS
FOR BOLT TORQUE
3-1/2" O.D.
POST
(4) 1/2" KWIK BOLT TZ2 WITH
MINIMUM 3-3/4" EMBEDMENT
INTO CONCRETE
TOP OF CONCRETE SLAB
UNISTRUT P1000 (GALV)
UNISTRUT P1000 (GALV)
UNISTRUT P1000 (GALV)5'-0" MAX.FIELD LOCATEFIELD LOCATEPER PLAN
(POST SPACING IS MAX: 4-FT.,
PROVIDE EXTRA POST)
A
B
UNISTRUT P1000 (GALV)
3-1/2"∅ SCH.40 PIPE
(GALV) OR
3-1/2"∅ RGS CONDUIT
(GALV)
PIPE CAP, TYP.
A
B
CL EQUAL SPACINGEQUAL SPACING
UNISTRUT P1000 (GALV)
NOT USED 3"4"3"
(N) CONCRETE PAD (E) CONCRETE PAD
USE 7"-LONG #4 DOWEL @ 24" O.C.; DRILL
HOLES, BRUSH, BLOW CLEAN AND SET
DOWELS IN HILTI HIT-HY 200 V3 ADHESIVE
(N) TO (E) CONCRETE PAD DETAIL
GPS ANTENNA MOUNTING DETAIL
1.THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH
THE FINAL RF REPORT.
2.THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4"∅,
SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE
THREADED AT THE ANTENNA STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE
ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM
OF 18") USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND
PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL
BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET
ATTACHED TO THE ANTENNA MOUNT.
NOTES:
GPS ANTENNA KIT BY ERICSSON
PART NO. PKG6-2DUX-GPSANT
OR APPROVED EQUIVALENT
ANTENNA PIPE MOUNT;
SEE NOTES
CONCRETE PAD DETAIL
#5 AND SMALLER & WWF
BEAMS AND COLUMNS
CONCRETE CAST AGAINST EARTH........3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT
CAST AGAINST THE GROUND:
1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336,
ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION PER
CAST-IN-PLACE CONCRETE.
2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS,
UNLESS NOTED OTHERWISE.
3.REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE
FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE
STANDARD, UNO.
4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL
UNLESS SHOWN OTHERWISE ON DRAWINGS:
5.A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN
ACCORDANCE WITH ACI 301 SECTION 4.2.4.
6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S
WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM
TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE
DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING
HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR
APPROVED EQUAL, UNLESS NOTED OTHERWISE. SPECIAL INSPECTIONS, WHEN REQUIRED BY
GOVERNING CODES SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM
ALLOWABLE LOADS.
CONCRETE AND REINFORCING STEEL NOTES:
#6 AND LARGER
SLAB AND WALL ........................3/4 IN.
...............1 1/2 IN.
.........1 1/2 IN.
..........................2 IN.
EXISTING
GRADE VARIES
1'-0"MIN.6" THICK CONCRETE SLAB
WITH #4 REINFORCING BAR
@ 24" O.C. EA. WAY
DG57 WITH WEED
GUARD FABRIC
UNDERNEATH
4" MIN10 MILS MOISTURE BARRIER
AND 2-1/2" SAND BED FOR
SLAB ON GRADE
6" MIN.
1 #4 TYP.
ALL SIDES #4 @ 24" O.C. TYP.
10
10
7.GRAVEL SHALL BE NATURAL OR CRUSHED STONE WITH 100% PASSING 1 INCH SIEVE.
8.DIMENSIONS SHOWN ARE EXACT MINIMUM PAD SIZES REQUIRED FOR EQUIPMENT LAYOUTS -
CONTRACTOR MAY ROUND UP TO THE NEAREST FOOT (OR HALF FOOT) IF LEASE AREA AND
SPACE PERMIT.
UNIVERSAL T-BRACKET MOUNT DETAIL
OR APPROVED EQUIVALENT
T-1200/T1800 MOUNT PARTS
ITEM QTY PART NO.PART DESCRIPTION LENGTH UNIT WT.NET WT.
1 1 X-T1800 T-BRACKET WELDMENT FOR T-1800 6.48 6.48
1 1 X-T1200 T-BRACKET WELDMENT FOR T-1200 5.04 5.04
2 1 UTB-BB BACK BRACKET FOR UNIVERSAL T-BRACKETS 1.89 1.89
3 4 G38FW 3/8" HDG USS FLATWASHER 0.01 0.05
4 4 G38LW 3/8" HDG LOCKWASHER 0.01 0.03
5 4 G38NUT 3/8'' HDG HEAVY 2H HEX NUT 0.03 0.14
6 2 G38R-9.75 3/8" X 9-3/4" THREADED ROD (HDG.)0.05 0.70
NOTE: USED TO BE MICROFLECT (VALMONT) B2252 TOTAL WT. #9.29
MANUFACTURER: SITE PRO 1 (VALMONT)
1
2 1-1/2" TO 6" ROUND MEMBER LEGS
OR
2-1/2" TO 5" 90° ANGLE LEGS
4
5
6
3
ACTUAL BRACKET LENGTH
T1200: 17.3125"
T1800: 25.25"
6x24 HYBRID CABLE SYSTEM
5m
0.5m
0.8m
0.9m0.7m
1.0m
1000mm*
1060mm*
1120mm*
1180mm*
Bundle1:
Bundle2:
Bundle3:
Bundle4:
BottomFiberPigtailLengths
86mm diam,
L=250mm,
max
Optical fiber and
DC conductor
breakout
4x6fiber
pairs
170
mm
50mm diam., max
Bulkhead fitting
Cable
Assembly
Legnth
0.3m0.2m
2m
Color
coded
4AWG
Conductor
pairs(6)
Color
coded
pair groups
4x6 fiber
Fiber pairs
terminated
with LC plug,
protected with
dust cap
(see table above
for breakout
lengths/bundle)
Fiber pairs
terminated w/
ODC plug,
protected with
weatherproof
cap
Breakout DC
conductors (6 pairs,
6AWG), w/shrink
cap on tips
*Each subsequent
pair in the bundle
staggered in length
to clear previous
pair's connector
6x24 cables will be utilized in the same
applications as existing 6x12 products.
NOTE/S:
1.GENERAL CONTRACTOR TO PROVIDE ALL NECESSARY HCS SUPPORT REQUIRED BY T-MOBILE.
QTY RECOMMENDED
CONDUIT SIZE
1 - 3 (1) 6"∅
4 - 6 (2) 6"∅The 6x12 products will no longer be used.
EQUIPMENT H-FRAME DETAIL
OR APPROVED EQUIVALENT
NOTES:
1.MIN. DISTANCE FROM ANGLE EDGE TO U=BOLT HOLE IS 1-1/4"
2.ALL HOLES SHALL BE 9/16"∅
3.ALL STEEL SHALL BE HOT DIPPED GALV.
4.FIELD DRILLED HOLES, FIELD CUTTING OF STEEL AND DAMAGED AREAS
SHALL BE RETOUCHED WITH PG&E NO.56 ZINC PRIMER OR EQUIVALENT.
5.NEW BRACKET TO BE ATTACHED TO VALMONT MOUNT PART # B-1709.VARIES3'-6" (42")
5"
3'-0" MAX.
∠2x2x3/16 GALV.
ASTM A36;
TOP AND BOTTOM
1/2"x2-1/2"x4"
GALV. U-BOLTS
ASTM A36, TYP.
SCH. 40
2" I.D. PIPE
1'-9 1/2"6"6"EQUIPMENT MOUNT AT TOWER LEG DETAIL
OR APPROVED EQUIVALENT
EXISTING TOWER LEG
2-3/8" O.D. PIPE
2-3/8" O.D. PIPE
EXISTING TOWER LEG
-
BB
-
AA
MANUFACTURER: MICROFLECT
MODEL/PRODUCT NO.: B1709
DWG. NO.: B134909
WEIGHT: 65.0 LBS.
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
DETAILS
A-6.1
N.T.S
SCALE:
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
N.T.S
SCALE:C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_A-6.dwg, 4/24/2025 11:15:48 AM
XXXXXXX X X X X X X X XXXXXXXXXX
XXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXX X X X X X
XXXXXTYPICAL E-1 NOTE/S:
1.(N) T-MOBILE EQUIPMENT TO BE GROUNDED
TO EXISTING GROUNDING BAR USING #2-AWG
SOLID BARE TINNED COPPER WIRE UNLESS
OTHERWISE NOTED.
2.(E) GROUND WIRES ARE NOT SHOWN FOR
CLARITY.
3.TEST (E) SITE GROUND SYSTEM. REPORT ANY
DEFICIENCIES TO ENGINEER FOR FURTHER
INSTRUCTIONS.
4.ALL EXISTING ELECTRICAL EQUIPMENT THAT IS
MODIFIED FOR NEW CIRCUIT RECONFIGURATION
SHALL BE BROUGHT TO MEET CURRENT CODE
REQUIREMENTS.
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
120°240°
0°NORTHMAG.16°30' 2 PROPOSED GROUNDING PLAN - ANTENNA AREA
0'4'2'
SCALE: 3/8" = 1'-0"
8'6'
GENERAL ELECTRICAL NOTES
1.ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL
BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY
COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONTRACTOR MANAGER' AS SOON AS POSSIBLE, AFTER
THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION
MANAGER' HAS DIRECTED THE CORRECTIVE TO BE TAKEN.
2.ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND THEMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND
COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.,
LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE
SUBMITTING OF HIS BID, FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING
ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM.
3.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CEC AND ALL CODES AND LOCAL
ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT LIMITED
TO:
A.UL - UNDERWRITERS LABORATORIES
B.CEC - CALIFORNIA ELECTRICAL CODE
C.NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
D.OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT
E.CBC - CALIFORNIA BUILDING CODE
4.DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT, AND
CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED.
5.EXISTING SERVICE: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICE WITHOUT WRITTEN PERMISSION OF THE OWNER.
6.CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND
APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT.
7.THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATED THAT THE CONTRACTOR SHALL
FURNISH AND INSTALL.
8.CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS. ANY/ALL CONFLICTS SHALL BE BROUGHT
TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK
9.MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS
SHALL BE COPPER WITH THWN INSULATION.
10.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS
AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.
11.IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED
TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE
EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.
12.ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATIONS, SET FORTH
BY CLIENT OR WIRELESS CARRIER.
13.ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER, THE
COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION
MANAGER.
14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
15.CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE
YEAR FROM THE DAY OF FINAL ACCEPTANCE.
16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE
REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY BEEN DAMAGED THEREIN.
17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL
PROPERTY DAMAGE FOR THE DURING OF WORK.
18.PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS
INDICATED.
19.DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES
INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND
BACKFILLING.
20.MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON LIST
OF U.L. APPROVAL ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE CEC AND NEMA.
21.CONTRACTOR SHALL SUBMIT SHOP DRAWING OR MANUFACTURERS CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES,
SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION.
22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTOR RESPONSIBILITY AND
SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER'
UPON FINAL ACCEPTANCE.
23.THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL
BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
24.DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY
EXPOSURE TYPE.
25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NON-OXIDE A" BY
DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING . EXPOSED COPPER SURFACES, INCLUDING
GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.
26.RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 2020. CONTRACTOR SHALL PLUG
AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST
POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS RGS CONDUITS WHEN SPECIFIED, SHALL
MEET UL-6 FOR GALVANIZED STEEL . ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIDGE CONDUIT. COAT
ALL THREADS WITH 'BRITE ZINC' OR ' GOLD GALV'
27.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY CEC.
28.CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER TYPE THWN.
INSULATION, 800 VOLT, COLOR CODED, USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED
CONDUCTORS FOR WIRE ABOVE NO. 8 AWG.
29.CONNECTORS FOR POWER CONDUCTORS, CONTRACTORS SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR
NO.10 AWG AND SMALLER USE SOLDERLESS MECHANICAL. TERMINAL LUGS FOR NO. 8 AWG AND LARGER.
30.SERVICE: 120/240V, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL
APPLY FOR POWER.
31.TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS.
32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH.
33.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE
ELECTRICAL, AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOMM".
34.ALL BOLTS SHALL BE STAINLESS STEEL.
1
PROPOSED GROUNDING PLAN - EQUIPMENT AREA
120°240°
0°NORTH
MAG.16°30'0'4'2'
SCALE: 3/8" = 1'-0"
8'6'
TYPICAL E-1 NOTE/S:
1.(N) WIRELESS CARRIER EQUIPMENT TO BE
GROUNDED TO EXISTING GROUNDING BAR
USING #2-AWG SOLID BARE TINNED COPPER
WIRE UNLESS OTHERWISE NOTED.
2.(E) GROUND WIRES ARE NOT SHOWN FOR
CLARITY.
3.TEST (E) SITE GROUND SYSTEM. REPORT ANY
DEFICIENCIES TO ENGINEER FOR FURTHER
INSTRUCTIONS.
4.ALL EXISTING ELECTRICAL EQUIPMENT THAT IS
MODIFIED FOR NEW CIRCUIT RECONFIGURATION
SHALL BE BROUGHT TO MEET CURRENT CODE
REQUIREMENTS.
ELECTRICAL NOTES,
AND GROUNDING PLAN/S
E-1
(N) 2-AWG T-MOBILE GROUND WIRE;
DIRECTLY CONNECTED TO THE TOWER
USING BEAM CLAMP, TYP.
E-2
6
(N) 6160 CABINET
(N) B160 CABINET
(N) CIENA BOX WITH
(N) FIBER BOX BELOW
(N) UNISTRUT-MOUNTED LED WORK LIGHT
(N) 200A PPC CABINET
WITH (N) CAM-LOCK BOX
(N) 200A METER PANEL
(N) NEMA3R-RATED HCS WINDER BOX
A-6
11
(N) PORTABLE FIRE EXTINGUISHER
E-3
12
(N) CHAIN-LINK FENCE ENCLOSURE
(N) CONCRETE SLAB
(N) 3'-0" WIDE
ACCESS GATE
(N) GPS ANTENNA
A-6
12
E-3
9
E-3
10
E-3.1
4
(E) TOWER LEG
(E) TOWER BASE
(E) CONCRETE SLAB
(E) PG&E TOWER
(N) T-MOBILE ANTENNA
APXVAALL18M-U-J20, TYP.
(N) T-MOBILE ANTENNA
AIR 6419 B41, TYP.
(N) T-MOBILE RADIO
4460 B25+B66, TYP.
(N) T-MOBILE RADIO
4480 B71+B85, TYP.
E-3
8
(N) T-MOBILE GROUND BAR
CONNECT TO (E) NEAREST GROUND SOURCE
E-3
4
(N) T-MOBILE GROUND WIRE, TYP.
CONNECT TO (N) GROUND BAR
E-3
4
E-3
5
(2)(N) TMAs, TYP.C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_E-1.dwg, 4/24/2025 11:15:55 AM
N.T.S.1 SINGLE LINE DIAGRAM
N.T.S.2 EXISTING PANEL SCHEDULE WITH NEW LOAD
NOTES:
1.ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH NEC, UTILITY COMPANY AND LOCAL CODE REQUIREMENTS.
2.WIRES TO END OF FLEXIBLE NONMETALLIC CONDUIT. COIL 3'-0" AT END OF FLEXIBLE NONMETALLIC CONDUIT & TAG.
3.PULL ONE GROUND CONDUCTOR PER FLEXIBLE NONMETALLIC CONDUIT. FOR ALL OTHER CIRCUITS PULL A SEPARATE CONDUCTOR.
4.ALL GFCI RECEPTACLES TO HAVE A DEDICATED GROUND WIRE.
5.EQUIPMENT TERMINATION LUGS AND CONDUCTORS ARE RATED AT A MINIMUM OF 75°C.
6.KAIC OF NEW BREAKER (S) TO MATCH EXISTING.
7.CONTRACTOR TO VERIFY NUMBER AND SIZE OF ALL CIRCUITS REQUIRED WITH T-MOBILE PRIOR TO START CONSTRUCTION.
FUSE FOR SPLIT-PHASE FEEDING 2W + PE
AMOUNT OF
RECTIFIERS INPUT CURRENT (A)RECOMMENDED
AC FUSE (A)
1 18 25
2 36 50
3 54 80
4 72 100
5 90 125
6 100 125
7 126 150
8 144 175
9 162 200
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
CONSTRUCTION NOTES:
1.CONTRACTOR TO COORDINATE WITH PG&E TO VERIFY IF
MISSING, REPLACE THE CONDUIT FEEDING POWER TO THE
SMARTMETER TO CONDUIT TO 3".
2.AC IS CONVERTED TO DC WITH RECTIFIERS IN 6160
CABINET. BATTERIES FEED DC EQUIPMENT AND DEVICES
ONLY AND DOES NOT BACKFEED AC POWER SYSTEM.
ALT. SOURCE
2P/200A
MECHANICAL INTERLOCK
SEE CONSTRUCTION NOTE #4
(N) CAM-LOCK
GENERATOR CONNECTOR
120/240, 1∅, 3W, 200A
(N)LIGHT(N)GFI(N)
1P
15A
(N)
1P
20A
NORMAL SOURCE
2P/200A±15FT.VD=0.05%(N) PPC CABINET NEAR EQUIPMENT AREA
(N)TVSS(N)
2P
60A
(N) 3#3/0 + 1#4 GND
(N)3/4" CONDUIT
(2#12 + 1#12 GND)
(N) CONDUIT/CONDUCTORS PER
MANUFACTURER RECOMMENDATIONS
(N)
B160
BATTERY
CABINET
(N)
2P
125A
(N)
RBS
6160
CABINET
(6)(N)
RECTIFIERS
(2)(N) 2" CONDUIT TO BE INSTALLED
PER T-MOBILE/MANUFACTURER
INSTALLATION GUIDELINES ±16FT.(N) 2" CONDUIT
(2#1 + 1#2 GND)
(N) 3" CONDUIT
CONDUCTORS TO BE
INSTALLED BY PG&E
(N) 200A PG&E SMARTMETER M
(N) 200A BREAKER
(N) 2-1/2" CONDUIT
(3#3/0 + 1#4 GND)
LOAD LOAD PER
PHASE (VA)TRIP
LOAD PER
PHASE (VA)LOAD
DESCRIPTION POLE PHASE PHASE POLE DESCRIPTIONABAB
1
(N) RBS CABINET 6160 2
10500
125 60
0
2 (N) TVSS
2
3 10500 0 4
5 (N) GFI 1 180 20 6
7 (N) LIGHT 1 200 15 8
9 10
11 12
SUBTOTAL
CONTINUOUS 10500 10700 0 0 SUBTOTAL
CONTINUOUS
TOTAL VA
CONTINUOUS (x 1.25)26500
SUBTOTAL
NON-CONTINUOUS 180 0 0 0 SUBTOTAL
NON-CONTINUOUS
TOTAL VA
NON-CONTINUOUS 180
PANEL DESIGNATION: ELECTRICAL PANEL (ITEM 1)MAIN LUGS: N/A
MAIN BREAKER:200 AMPS CYCLE:60 VOLTAGE:120/240
TOTAL VA 26680
MAIN BREAKER A.I.C. RATING:65,000 A.I.C.PHASE:1
BRANCH BREAKER SERIES A.I.C. RATING:10,000 A.I.C.WIRES:3 NEUTRAL:200 AMPS TOTAL AMPS 111.2BRANCH BREAKER TYPE:-MAIN COPPER BUS:200 AMPS
(E) PG&E
UNDERGROUND SERVICE
120/240V 3PH 4W
(N) METER PANELSINGLE LINE DIAGRAM,
AND PANEL SCHEDULE
E-2
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_E-2.dwg, 4/24/2025 11:15:59 AM
MANUFACTURER: STRIKE FIRST USA
MODEL: HDOC-10
HEIGHT: 25.0"
WIDTH: 12.0"
WEIGHT: 30 LBS. (NET)
FINISH: BAKED RED ENAMEL
NOTE: FIRE EXTINGUISHER SOLD SEPARATELY
USE MANUFACTURER SUPPLIED MOUNTING HARDWARE
FIRE EXTINGUISHER CABINET DETAIL
OR APPROVED EQUIVALENT
12.0"25.0"INCLUDED RED DECAL
'PULL FIRMLY TO OPEN'
INCLUDED WHITE DECAL
'FIRE EXTINGUISHER'
200A METER PANEL DETAIL
MANUFACTURER: EATON
MODEL: U224MTB
TYPE: RING
MAIN AMPERE RATING: 200A
HEIGHT: 30.0"
WIDTH: 22.0"
DEPTH:6.0"
WEIGHT: 54.0 LBS.
NOT USEDNOT USEDNOT USEDCAM-LOCK GENERATOR CONNECTOR DETAIL
MANUFACTURER: INTERSECT
MODEL: ICGC-3P-400-CBL
CONNECTOR TYPE: MALE
AMPERE RATING: RATED UP TO 400A, 208/120V, 3∅
(MAY BE USED FOR 240/120 1∅ APPLICATIONS)
HEIGHT: 23.0"
WIDTH: 10.0"
DEPTH:9.5"
APPROX. WEIGHT: 14.0 LBS.
PPC CABINET DETAIL
MANUFACTURER: VERTIV
AC MODEL: CACA75214090
HEIGHT: 39.0"
WIDTH: 20.0"
DEPTH:10.0"
WEIGHT (APPROX.): 75.0 LBS.10"ELECTRICAL INFO:
OPERATING VOLTAGE: 240/120, SINGLE PHASE
AMPERAGE: 200 AMP UTILITY/STANDBY (SQUARE D BREAKERS)
AIC RATING:200 AMP - 65,000 AIC (SERIES)
LOAD CENTER:30 POSITION
2-2P 200A BREAKER/S
1-2P 125A BREAKER/S
1-2P 60A BREAKER/S
1-1P 20A BREAKER/S
1-1P 15A BREAKER/S
20.0"39.0"PPC WITH GENERATOR PLUG DETAIL
ALSO AVAILABLE
DETAIL_ELEC_PPC.DWG
GROUND BAR CONNECTION DETAIL
NOTE:
1.CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG
CONNECTIONS OR APPROVED EQUAL
2.ALL LUGS TO BE DUAL HOLE LONG BARREL AND CRIMPED TWICE WITH
MANUFACTURERS RECOMMENDED TOOL
SILICON
SEAL
AT TOP
#2 AWG FROM
EQUIPMENT TO BE
GROUNDED
GROUND
BAR
DUAL CALDWELDS TO
BE USED WITH #2
AWG BCW TO
GROUND RING
1' OVC SEALTITE
GROUND BAR DETAIL
2
3/4"
5
1"
4
7/16"
3
2"
NOTES/LEGEND:
1.COPPER GROUND BAR, "X 1/4"X 20", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR
EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND
BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS)
2.INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL
3.5/8" LOCKWASHER, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL
4.WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR EQUAL
5.5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL
6.INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPOLE
STRUCTURE. CONNECTION TO TOWER/MONOPOLE STRUCTURE SHALL BE PER
MANUFACTURERS RECOMMENDATIONS.
NOTE: ALL HARDWARE SHALL BE STAINLESS STEEL
EXOTHERMIC WELD CONNECTION
TYPE VB
TYPE VS
TYPE GL LUGTYPE XA TYPE GR
TYPE PG
TYPE LJ TYPE HA
TYPE GT
TYPE SS TYPE TA
TYPE PC TYPE RR
TYPE NDTYPE NX1
TYPE GY TYPE NC
TYPE PH TYPE GR
N.T.S
SCALE:
N.T.S
SCALE:MECHANICAL CONNECTION
BOLT
GROUND ROD
CLAMP
2-BOLT PARALLEL
SPLICER
CROSS RUN
CLAMP
UNIVERSAL PIPE
CLAMP 75/1.25
2-HOLE LUG CAST 'T' SPLICER 1-BOLT PARALLEL
CLAMP
U-BOLT
PIPE CLAMP
1-BOLT PARALLEL
CLAMP
UNIVERSAL PIPE
CLAMP 50H2
1.ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHES, COAT ALL SURFACES WITH
AN ANTI-OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8
INCH DIAMETER OR LARGER.
2.FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND
STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.
3.WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING
TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO
MOUNTING THE GROUNDING BAR TO THE TOWER.
4.ALL DETAILS ARE SHOWN ON GENERAL TERM, ACTUAL GROUNDING INSTALLATION AND
CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS.
5.GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS
USING #2 GROUND WIRES AND CONNECT TO SURFACE MOUNTED GROUND BUS BARS AS
SHOWN. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING
REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS USING MANUFACTURERS PRACTICES. ALL
UNDERGROUND WATER PIPES, METAL CONDUITS AND GROUNDS THAT ARE A PART OF THIS
SYSTEM SHALL BE BONDED TOGETHER.
6.CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 5 OHMS MAXIMUM. PROVIDE
SUPPLEMENT GROUNDING RODS AS REQUIRED TO ACHIEVE SPECIFIED OHMS READING.
GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED BY THE T-MOBILE
REPRESENTATIVE.
7.NOTIFY ENGINEER OF RECORD IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM
DUE TO SITE SOIL CONDITIONS.
8.BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN TINNED COPPER SIZES AS NOTED ON
PLAN.
9.ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 12" BELOW
GRADE/FROST-LINE IN TRENCH, U.N.O., AND BACK FILL SHALL BE COMPACTED AS REQUIRED
BY ARCHITECT.
10.ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE, WITH A
MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES.
11.ALL SUPPORT STRUCTURES, CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE BONDED TO
GROUND SYSTEM AT A POINT NEAREST THE MAIN GROUNDING BUS "MGB" (OR DIRECTLY TO
GROUND-RING).
12.ACCEPTABLE CONNECTIONS FOR GROUND SYSTEM SHALL BE:
a.BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR INDOOR USE OR AS APPROVAL BY
T-MOBILE.
b.CADWELD, EXOTHERMIC WELD (WELDED CONNECTIONS)
c.TWO - (2) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS (BUS BAR
CONNECTIONS).
13.ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK VISIBLE AT
THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICE). PRIOR TO ANY
LUG-BUSSBAR CONNECTIONS, THE BUSSBAR SHALL BE CLEANED BY USE OF "SCOTCH-BRITE"
OR PLAIN STEEL WOOL AS TO REMOVE ALL SURFACE OXIDATION AND CONTAMINANTS. A COATING
OF "NO-OX-ID" SHALL BE APPLIED TO THE CONNECTION SURFACES.
ALL CONNECTION HARDWARE SHALL BE TYPE 316 SS (NOT ATTRACTED TO MAGNETS).
14.ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH CEC AND SHALL BOND ALL
EXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE SHALL INCLUDE BUT
NOT LIMITED TO GROUND RODS, GROUND RING IF SERVICE IS WITHIN THE RADIO EQUIPMENT
LOCATION, BUILDING STEEL IF APPLICABLE, COLD WATER CONNECTIONS MUST BE MADE ON
THE STREET SIDE OF MAIN SHUT-OFF VALVE.
15.ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION REQUIREMENTS
AND CONSTRUCTION ACCORDING TO SITE CONDITIONS.
16.ALL GROUNDING CONDUCTORS: #2 AWG SOLID BARE TINNED COPPER WIRE UNLESS OTHERWISE
NOTED.
17.GROUND BAR LOCATED IN BASE OF EQUIPMENT WILL BE PROVIDED, FURNISHED AND INSTALLED
BY THE VENDOR.
18.GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW
THE FROST LINE.
19.INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM EQUIPMENT
CONCRETE SLAB, SPREAD FOOTING, OR FENCE.
20.EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED
SPRAY.
21.GROUND BARS: A. EQUIPMENT GROUND BUS BAR (EGB) LOCATED AT BOTTOM OF ANTENNA
POLE/MAST FOR MAKING GROUNDING JUMPER CONNECTIONS TO COAX FEEDER CABLES SHALL
BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. JUMPERS (FURNISHED BY
OWNERS) SHALL BE INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR. B. MAIN
GROUND BUS BAR (MGB) LOCATED NEAR THE BASE OF THE RADIO EQUIPMENT CABINET(S)
SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR.
22.ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY ELECTRICAL
CONTRACTOR.
23.FOLLOW C.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING.
24.GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR
AT GROUNDING POINTS PROVIDED (2 MINIMUM).
25.IF EQUIPMENT IS IN A C.L. FENCE ENCLOSURE, GROUND ONLY CORNER POSTS AN`D SUPPORT
POSTS OG GATE. IF CHAIN LINK LID IS USED, THEN GROUND LID ALSO.
26.GROUNDING @ PPC CABINET SHALL BE VERTICALLY INSTALLED.
27.ALL GROUNDING FOR ANTENNAS SHALL BE CONNECTED SO THAT IT WILL BY-PASS MAIN BUSS
BAR.
28.ALL EMT RUNS SHALL BE GROUNDED AND HAVE A BUSHING. NO PVC ABOVE GROUND.
29.USE SEPARATE HOLES FOR GROUNDING @ BUSS BAR. NO "DOUBLING-UP" OF LUGS.
30.POWER AND TELCO CABS SHALL BE GROUNDED (BONDED) TOGETHER.
31.NO "L AND B" ALLOWED ON GROUNDING.
32.PROVIDE STAINLESS STEEL CLAM AND BRASS TAGS ON COAX @ ANTENNAS AND DOGHOUSE.
N.T.S.1 GROUNDING NOTES
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
ELECTRICAL DETAILS
E-3
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
NOT USED
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_E-3.dwg, 4/24/2025 11:16:02 AM
MANUFACTURER: CIENA
MODEL: 3931
HEIGHT: 17.0"
WIDTH: 16.8"
DEPTH:7.0"
WEIGHT: 28.6 LBS. (NET)
CIENA BOX DETAIL17.0"16.8"7.0"
GROUND RING TRENCH DETAIL
FINISHED GRADE
CONTINUOUS GROUND RING,
SIZED PER GROUNDING DETAIL30" OR 6" BELOW FROST LINE,WHICHEVER IS GREATERCONTINUOUS
WARNING TAPE
6"12"6"
MIN.
COMPACTED EARTH
BACKFILL
GROUND ROD DETAIL
FINISHED GRADE
#2-AWG BCW
GROUND RING
10'-LONG X 5/8"∅
COPPER-CLAD STEEL
GROUND ROD30"CALDWELD
CONNECTION
NOT USEDINSPECTION WELL DETAIL
FINISHED
GRADE
1'-6"12" MAX8" INSIDE DIA PRE-CAST
CONCRETE WELL WITH
NON-CONDUCTIVE LID
OR APPROVED EQ.
GROUND ROD, 10' X 5/8"
LONG COPPER CLAD STEEL
3/4" CRUSHED STONE OR EQ.;
FILL TEST WELL JUST BELOW
THE TOP OF T-CONNECTOR
DMC T-CONNECTOR
250 MCM BARE COPPER WIRE
(B.C.W.) PIGTAIL FOR EMERGENCY
GENERATOR CONNECTION
250 MCM B.C.W.
CONNECTED BACK TO
SITE GROUND GRID
FOR PG&E TOWERS,
USE THIS DETAIL
NOT USED
1200 CONCORD AVENUE, SUITE 500
CONCORD, CA 94520
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
Licensor:
Sheet Title:
Sheet Number:
Jurisdiction:
Issued For:
B 04/24/2025 95%CDs FOR REVIEW WM
A 04/08/2025 90%CDs FOR REVIEW KP/WM
REV DATE DESCRIPTION BY
Prepared For:
Engineer:
2840 HOWE ROAD, SUITE E
MARTINEZ, CA 94553
www. TheCBRGroup.com
Site Name:
T-Mobile ID:
OROVILLE QUINCY HWY PG&E
NORTH TOWER
CONSTRUCTION
FOR OFFICIAL USE ONLY
SCL0115C
Site Address:
2867 ORO QUINCY HWY
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
N.T.S
SCALE:
ELECTRICAL DETAILS
E-3.1
C:\Users\Wing Mok\Box\CBR General\T-MOBILE\T-Mobile Sites\SCL0115C\04 A&E\06 CAD\SCL0115C_E-3.dwg, 4/24/2025 11:16:03 AM