HomeMy WebLinkAboutSE202200064 Correspondence 2022-11-04 (4)NO WORK IS TO BE PERFORMED ON THIS SITE WITHOUT
REVIEW OF THE APPROVED STRUCTURAL ANALYSIS. IF
ANY DISCREPANCIES ARE FOUND, THE GENERAL
CONTRACTOR SHALL NOTIFY THE ENGINEER IN
WRITING. AT NO TIME WILL ANY ADDITIONAL ANTENNAS
BE INSTALLED WITHOUT WRITTEN CONSENT FROM
TOWER/BUILDING ENGINEER.
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SHENTEL KEEP PROJECT
CONFIGURATION: 67E5A998E 6160 (RAN) / 67E5998E_1xAIR+10P+1QP+AAV PROJECT (A&L)
T=MOBILE SITE NUMBER: VA72505A
T=MOBILE SITE NAME: RIO ROAD EAST (DUNLORA)
SHENTEL SITE ID: 69202/WA69SH2O2
SHENTEL SITE NAME: RIO ROAD EAST (DUNLORA)
SCOPE OF WORK
TOWER:
1. REMOVAL OF (3) EXISTING SHENTEL ANTENNAS
2. REMOVAL OF (6) EXISTING SHENTEL RRUS
3. REMOVAL OF EXISTING SHENTEL COAX/FEEDLINES
4. INSTALLATION OF (3) NEW T-MOBILE COMMSCOPE - FFVV-65A-R2-V1 ANTENNAS @
POSITION 1
5. INSTALLATION OF (3) NEW T-MOBILE ERICSSON AIR6419 B41 ANTENNAS @
POSITION 2
6. INSTALLATION OF (3) NEW T-MOBILE ERICSSON 4480 B71+B85 RRUs
7. INSTALLATION OF (3) NEW T-MOBILE ERICSSON 4460 B25+B66 RRUs
8. INSTALLATION OF (4) NEW T-MOBILE 6x24 HYBRID CABLES
9. REMOVAL OF EXISTING T-MOBILE (SHENTEL) ANTENNA MOUNT
10. INSTALLATION OF T-MOBILE (SHENTEL) ANTENNA MOUNT
11. ALL PROPOSED EQUIPMENT TO BE PAINTED TO MATCH TOWER - COLOR IS
SHERWIN WILLIAMS UMBRA 8W400B (INDUSTRIAL AND MARINE COATING)
GROUND:
12. REMOVAL OF EXISTING SHENTEL EQUIPMENT CABINETS
12. INSTALLATION OF (1) NEW T-MOBILE 3'-0" H-FRAME EXTENSION
13. REMOVAL OF EXISTING SHENTEL FIBER DISTRIBUTION BOX
14. INSTALLATION OF (1) NEW T-MOBILE ERICSSON 6160 ENCLOSURE & (1) NEW
ERICSSON B160 BATTERY CABINET
15. INSTALLATION OF (2) NEW BB 6651 INSIDE NEW ENCLOSURE
16. INSTALLATION OF (1) IXRe ROUTER & (2) PSU 4813 INSIDE NEW ENCLOSURE
17. REMOVAL OF (1) EXISTING SHENTEL 120/240V 200A 24 SPACE PPC
18. INSTALLATION OF (1) NEW T-MOBILE 120/240V 200A 30 SPACE VERTIV PPC
SITE INFORMATION
LATITUDE (NAD 83): 38.070014000
LONGITUDE (NAD 83):-78.467120000
JURISDICTION: ALBEMARLE COUNTY
ZONING DESIGNATION: R2 (RESIDENTIAL)
GROUND ELEVATION: 500.00'± (AMSL)
PARCEL NUMBER: 062A1-00-OK-00100
PARCEL AREA: 5.42± ACRES
PARCEL OWNER: CHARLOTTESVILLE CHURCH OF THE BRETHREN
1225 E RIO ROAD
CHARLOTTESVILLE, VA 22901
STRUCTURE TYPE:
STRUCTURE HEIGHT:
CONSTRUCTION TYPE
USE GROUP:
MONOPOLE
100'4" (AGL)
1225 EAST RIO ROAD
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
VICINITY MAP
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CODE COMPLIANCE
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 THE LATEST EDITIONS OF THE FOLLOWING CODES.
• 2018 BUILDING CODE • ANSI/TIA-222-H
• 2017 NATIONAL ELECTRICAL CODE • TIA 607
• 2018 NFPA 101, LIFE SAFETY CODE • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81
• 2018 INTERNATIONAL FIRE CODE (IFC) • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION
• AMERICAN CONCRETE INSTITUTE • TELCORDIA GR-1275
• AMERICAN INSTITUTE OF STEEL CONSTRUCTION • ANSI/T 311
• MANUAL OF STEEL CONSTRUCTION 15TH EDITION • 2018 VIRGINIA CONSTRUCTION CODE
TOWER OWNER:
SHENANDOAH MOBILE TOWER
SITE NUMBER: 69202
SITE NAME: DUNLORA
DRAWING INDEX
T-1
TITLE SHEET
GN-1
GENERAL NOTES
Z-1
SITE PLAN
C-1
COMPOUND PLAN
C-2
EQUIPMENT PLANS
C-3
ELEVATION
A-1
ANTENNA ORIENTATION PLANS
A-2
ANTENNA SCHEDULE
A-3
ANTENNA SPECIFICATIONS & DETAILS
A-4
EQUIPMENT SPECIFICATIONS & DETAILS
A-5
CABLING DETAILS & RF PLUMBING DIAGRAM
A-6
HYBRID COLOR CODES
A-7
HYBRID COLOR CODES
A-8
ANTENNA MOUNT DETAILS
E-1
ELECTRICAL DETAILS
G-1
GROUNDING DETAILS
DO NOT SCALE DRAWINGS
THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 22"X34". CONTRACTOR SHALL
VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND
SHALL IMMEDIATELY NOTIFY THE DESIGNER / ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE
RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE
TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION.
PROJECT TEAM
APPLICANT: T-MOBILE NORTHEAST LLC
324 MADISON MEWS
NORFOLK, VA 23510
OFFICE: (757) 453-6907
FAX: (757) 589-0904
PROJECT MANAGEMENT FIRM: NETWORK BUILDING + CONSULTING, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
(804) 548-4079
ENGINEERING FIRM:
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
(804) 548-4079
JWOOD@NBCLLC.COM
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324 MADISON MEWS
NORFOLK, VA 23510
OFFICE: (757) 453-6907
FAX: (757) 589-0904
VA72505A
RIO ROAD EAST (DUNLORA)
NB+C PROJECT #100838
1225 EAST RIO ROAD
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
REVISIONS
3
10/24/22
REVISED
CCC
2
06/22/22
AAV PROJECT
JOG
1
06/14/22
RFDS
JQG
0
03/14/22
FINAL CDs
LTA
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03/09/22
PRELIMINARY CDs
CDE
REV I DATE I DESCRIPTION I BY
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Lic. No. 049978
60,
A� DATE 10/24/22g�j
TRENT T. SNARR, P.E.
VA PROFESSIONAL ENGINEER LIC. #49978
TITLE SHEET
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ELECTRICAL & GROUNDING NOTES
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL
CODE (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES.
2. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND PROCURED PER
SPECIFICATION REQUIREMENTS.
3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND
SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND APPROVED
ELECTRICAL SYSTEM.
4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING
SAID PERMITS AND COORDINATION OF INSPECTIONS.
5. ELECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE IN ELECTRICAL
METALLIC TUBING OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC OR RIGID
SCHEDULE 80 PVC FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) (AS PERMITTED BY CODE).
6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS SHALL BE IN ELECTRICAL
METALLIC TUBING, ELECTRICAL NONMETALLIC TUBING, OR RIGID NONMETALLIC TUBING (RIGID
SCHEDULE 40 PVC AS PERMITTED BY CODE).
7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING, ABOVE GRADE AND EXPOSED TO WEATHER
SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS (RGS) AND WHERE REQUIRED
IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS.
8. BURIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID SCHEDULE 40 PVC); DIRECT
BURIED IN AREAS OF OCCASIONAL LIGHT TRAFFIC, ENCASED IN REINFORCED CONCRETE IN
AREAS OF HEAVY TRAFFIC.
9. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS AND OUTDOORS IN AREAS
WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED.
10. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE THHN OR THWN-2 THIN INSULATION.
11. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND
PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL
ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY.
12. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND
PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS DRAWING.
PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT
MEASURING TAPE AT EACH END.
13. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE.
14. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, BONDING AND
LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH T-MOBILE CELL SITE GROUNDING
STANDARDS.
15. GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS CABLE GROUNDING
KITS SUPPLIED BY PROJECT OWNER.
16.INSTALL #2 AWG GREEN -INSULATED STRANDED WIRE FOR ABOVE GRADE GROUNDING AND #2
BARE TINNED COPPER WIRE FOR BELOW GRADE GROUNDING UNLESS OTHERWISE NOTED.
17. ALL POWER AND GROUND CONNECTIONS TO BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND
WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR OPERATION AT NO LESS THAN 75-C
OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH
GALVANIZED STEEL.
18. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE,
EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT
ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6" RADIUS
WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT
OR CABINET TO MASTER GROUND BAR OR GROUNDING RING.
19. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER
LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS.
20. APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND CONNECTIONS.
21. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM
(EMS) BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN EXISTING TOWER/
MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING.
22.CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT
CLOSE-OUT DOCUMENTATION. 5 OHMS MAXIMUM RESISTANCE REQUIRED.
23.CONTRACTOR SHALL CONDUCT ANTENNA, CABLE, AND LNA RETURN -LOSS AND
DISTANCE -TO -FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD RESULTS FOR PROJECT
CLOSE OUT.
24. THE T-MOBILE ELECTRICAL EQUIPMENT INCLUDING PANEL, SWITCH GEAR AND DISCONNECT ARE
TO BE LABELED WITH ENGRAVED BAKELITE LABELS.
GENERAL NOTES
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND
REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT
MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES.
3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS,
ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK.
MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR
FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS
PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED
AS A RESULT OF CONSTRUCTION OF THIS FACILITY.
5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS,
EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT
THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO
INSTALLATION.
8. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
9. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO
EXCAVATING.
10. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT AREA,
CONTRACTOR MUST LOCATE IT AND CONTACT THE APPLICANT & THE OWNER'S REPRESENTATIVE.
11. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY TECHNICIANS
APPROXIMATELY 2 TIMES PER MONTH.
12. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, AND PLANS OF RECORD
AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY.
13. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
14. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN STORMWATER RUNOFF.
THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED.
15. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY.
16. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO HANDICAP ACCESS
REQUIRED).
17. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE.
18. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
STRUCTURAL NOTES
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1.
THE STRUCTURAL STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANCHOR
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2.
THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS SHALL GOVERN:
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NB+C ENGINEERING SERVICES, LLC.
A. AISC - "ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS".
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
B. AISC - "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
(804) 548-4079
C. AWS - "D1.1 STRUCTURAL WELDING CODE - STEEL".
3.
MATERIAL, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE FOLLOWING ASTM
SPECIFICATIONS
STRUCTURAL WIDE FLANGE & M SHAPES A992 OR A572
OTHER STRUCTURAL SHAPES AND PLATES 36, FY = 36 KSI STRUCTURAL TUBING
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A500, GRADE B
FY = 46 KSI
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HIGH STRENGTH BOLTS A325
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THREADED RODS A354, GRADE BC
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324 MADISON MEWS
ANCHOR BOLTS A325 OR A354 BC
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PIPE (HANDRAIL) SCH 40 PIPE
NORFOLK, VA 23510
OFFICE: (757) 453-6907
4.
ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 USING E70XX ELECTRODES. UNLESS
FAX: (757) 589-0904
OTHERWISE NOTED PROVIDE CONTINUOUS MINIMUM SIZED FILLET WELDS PER AISC
REQUIREMENTS.
5.
HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED
WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT
VA72505A
PERMITTED. ALL HOLES IN BEARING PLATES SHALL BE DRILLED.
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RIO ROAD EAST (DUNLORA)
6.
ALL STEEL TO BE HOT -DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123.Ir
NB+C PROJECT #100838
7.
EPDXY ANCHORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
1225 EAST RIO ROAD
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8.
ALL BOLTS SHALL BE TIGHTENED USING TURN -OF -THE -NUT METHOD PER AISC SPECIFICATIONS
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CHARLOTTESVILLE, VA 22901
USING STANDARD HOLES.
ALBEMARLE COUNTY
9. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND FIT PRIOR TO FABRICATION.
REVISIONS
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EXISTING COMPOUND \\
20' ACCESS & UTILITY
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SCALE: 1" = 100' (11X17)
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CENTURYLINK PROVIDES eBH TO TOWER SITE
UNDERGROUND LINE LOCATIONS UNKNOWN.
GRAPHIC SCALE
0 25 50 100
1 INCH = 50 FEET (22X34)
1 INCH = 100 FEET (11X17)
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ZONING INFORMATION
JURISDICTION: ALBEMARLE COUNTY
ZONING: R-2
DIMENSION
EXISTING t
PROPOSED ±
FRONT YARD SETBACK:
SIDE YARD SETBACK:
REAR YARD SETBACK:
297.0't
217.0'3
128.0't
LOT AREA: 5.42t AC
(ALL MEASUREMENTS ARE IN FEET ± UNLESS OTHERWISE NOTED)
NOTES:
LEGEND
PROPERTY LINE - SUBJECT PARCEL 1
— — PROPERTY LINE - ABUTTERS
EXISTING ROAD
EXISTING FENCE
— — — — — — — — — EXISTING EASEMENT
------- EXISTING LEASE AREA
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FIXED ASSET NO.
ASSET DESCRIPTION
TWR-000548
MONOPOLE 69202 DUNLORA
TWR-000549
CAP INTEREST -TOWER
GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND
RESTRICTIONS OF RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL
RESULT FROM THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN
HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE
POTABLE WATER OR SANITARY SERVICE.
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NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
(804)548-4079
T-MOBILE NORTHEAST LLC
324 MADISON MEWS
NORFOLK, VA 23510
OFFICE: (757) 453-6907
FAX: (757) 589-0904
VA72505A
RIO ROAD EAST (DUNLORA)
NB+C PROJECT #100838
1225 EAST RIO ROAD
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
REVISIONS
3
10/24/22
REVISED
CCC
2
06/22/22
AAV PROJECT
JQG
1
06/14/22
RFDS
JQG
0
03/14/22
FINAL CDs
LTA
A
03/09/22
PRELIMINARYCDs
CDE
REV
DATE
DESCRIPTION
BY
THOF�
14 TRAVIS SNAP
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DATE 10/24/222
aS.S'I(Nai .
TRENT T. SNARR, P.E.
VA PROFESSIONAL ENGINEER LIC. #49978
SITE
PLAN
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PROPOSED T—MOBILE EQUIPMENT AREA
(SEE SHEET C-2 FOR DETAILS)
EXISTING WOOD FENCE
PROPOSED 2" PVC CONDUIT WITH
PULL STRING FIBER LINE BY OTHERS
(LENGTH: 15't)
PROPOSED HANDHOLE
BY OTHERS
EXISTING SHENTEL 200A
PPC W/ 24 SPACES ON
EXISTING UTILITY H—FRAME
(TO BE REMOVED)
EXISTING T—MOBILE (SHENTEL)
12 X20' LEASE AREA
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EXISTING
ACCESS GATE
EXISTING T—MOBILE (SHENTEL)
METER & DISCONNECT.
G.C. TO CONFIRM
DISCONNECT IS 200A.
1 COMPOUND PLAN
C 1 SCALE: 3/8" = 1' (22X34)
SCALE: 3/16" = 1' (11X17)
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120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
(804) 548-4079
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T-MOBILE NORTHEAST LLC
324 MADISON MEWS
NORFOLK, VA 23510
OFFICE: (757) 453-6907
FAX: (757) 589-0904
VA72505A
RIO ROAD EAST (DUNLORA)
NB+C PROJECT #100838
1225 EAST RIO ROAD
CHARLOTTESVILLE, VA 22901
ALBEMARLE COUNTY
REVISIONS
1 3 1 10/24/22 I REVISED I CCC 1
1 2 1 06/22/22 I AAV PROJECT I JOG 1
1 1 06/14/22 I RFDS I JOG
0 03/14/22 FINAL CDs LTA
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REV I DATE I DESCRIPTION I BY
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Lic. No. 049978
60,
A� DATE 10/24/22'
TRENT T. SNARR, P.E.
VA PROFESSIONAL ENGINEER LIC. #49978
COMPOUND
PLAN
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EXISTING SHENTEL
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EXISTING SHENTEL
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EXISTING
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RIDGE
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PLINTH
PROPOSED 2" PVC COND
PULL STRING FIBER LINE BY
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NOTE:
FINAL LOCATION OF PROPOSED EQUIPMENT CABINETS
TO BE DETERMINED IN THE FIELD BY THE G.C.
EXISTING T—MOBILE
(SHENTEL) 12 X20'
LEASE AREA
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BY OTHERS u- ADO DATE 10/24/22 �'CNAL
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1 EXISTING EQUIPMENT PLAN
SCALE: 1/2" = 1' (22X34)
C-2 SCALE: 1/4" = 1' (11X17)
GRAPHIC SCALE
1/2 INCH = 1 FOOT (22X34)
1/4 INCH = 1 FOOT (11X17)
2 PROPOSED
C 2 SCALE: 1/2" = 1' (22X34)
SCALE: 1/4" = 1' (11X17)
EQUIPMENT PLAN
GRAPHIC SCALE
1/2 INCH = 1 FOOT (22X34)
1/4 INCH = 1 FOOT (11X17)
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GENERAL ANTENNA NOTES
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1. ALL ANTENNAS TO BE FURNISHED WITH
DOWNTILT BRACKETS. CONTRACTOR IS TO
COORDINATE AND VERIFY THE PROPOSED
DOWNTILTS WITH THE CONSTRUCTION
MANAGER PRIOR TO CONSTRUCTION.
2. ANTENNA CENTERLINE HEIGHT IS IN
REFERENCE TO ELEVATION 0.0'. (EXISTING
GRADE)
3. CHECK WITH RF ENGINEER FOR LATEST
ANTENNA TYPE & AZIMUTH.
4. CONTRACTOR SHALL VERIFY ANTENNA TYPE
AND AZIMUTH WITH CONSTRUCTION MANAGER
PRIOR TO CONSTRUCTION.
5. ALL CABLE LENGTHS ARE ESTIMATED AND
SHALL BE FIELD VERIFIED BY THE
CONTRACTOR.
6. COLOR TAPE MARKINGS MUST BE 3/4" WIDE
AND UV RESISTANT, SUCH AS SCOTCH 35
VINYL ELECTRICAL COLOR CODING TAPE.
7. CONTRACTOR SHALL COORDINATE COLOR
CODINGS IN THE FIELD WITH THE
CONSTRUCTION MANAGER.
ELEVATION
C 3 SCALE: 3/16" = 1' (22X34)
SCALE: 3/32" = 1' (11X17)
GRAPHIC SCALE
8 4 0 1 2 4 8
3/16 INCH = 1 FOOT (22X34)
3/32 INCH = 1 FOOT (11X17)
(6) PROPOSED T—MOBILE ANTENNAS
(SEE SHEET A-1 & A-2)
(2 PER SECTOR, 6 TOTAL)
(1) PROPOSED T—MOBILE MINI T—ARM MOUNTS
(SITE PRO 1 PART#: UDS—NP OR EQUIVALENT)
(2 TOTAL)
(SEE SHEET A-8 FOR DETAILS)
(6) PROPOSED T—MOBILE RRUs
(SEE SHEET A-1 & A-2)
(2 PER SECTOR, 6 TOTAL)
TOP OF EXISITNG MONOPOLE
ELEV.=100'-0"
T—MOBILE COLLAR MOUNT CENTERLINE
ELEV.=98'-0" AGL
T—MOBILE ANTENNA CENTERLINE
ELEV.=95'-0" AGL
T—MOBILE COLLAR MOUNT CENTERLINE
ELEV.=92'-0" AGL
EXISTING 100'—O"
MONOPOLE
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RIO ROAD EAST (DUNLORA)
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