HomeMy WebLinkAboutSE202200026 Correspondence 2022-05-04 (2)SITE INFORMATION
PROJECT DESCRIPTION: PROJECT CONSISTS OF REMOVING (3) ANTENNAS & (7)
COAXIAL CABLES. FOLLOWED BY INSTALLING (3)
ANTENNAS, (3) INTEGRATED ANTENNAS & RRH UNITS, (6)
RRHS, (1) OVP & (1) HYBRID CABLE. THE FINAL TOWER
CONFIGURATION WILL BE (6) ANTENNAS, (3) INTEGRATED
ANTENNAS & RRH UNITS, (6) RRHS, (1) OVP, (6) COAXIAL
CABLES & (1) HYBRID CABLE.
SITE ADDRESS: 1633 MONACAN TRAIL
GOODS BRIDGE, VA 22903
LATITUDE (NAD 83): 37.995417
LONGITUDE (NAD 83):-78.581556
GROUND ELEVATION: 663.50'± (AMSL)
JURISDICTION: ALBEMARLE COUNTY
ZONING: RA, EC
PARCEL ID: 08900-00-00-00400
PARCEL AREA: 6.36± ACRES
PARCEL OWNER: CANODY, JOHN C OR ANITA L
1633 MONACAN TRAIL RD
CHARLOTTESVILLE VA. 22903
TOWER OWNER: VERIZON WIRELESS
1831 RADY COURT
RICHMOND. VA 23222
STRUCTURE TYPE: MONOPOLE
CLASSIFICATION GROUP: U
CONSTRUCTION TYPE: 2B
STRUCTURE HEIGHT: 89' (AGL)
RAD CENTER: 92' (AGL)
TOP OVERALL HEIGHT: 97.9" (AGL)
TOTAL LEASE AREA: 1200 SQ. FT.
POWER PROVIDER: DOMINION
TELCO PROVIDER: CENTURY LINK
EMERGENCY INFORMATION:
FIRE & RESCUE DEPARTMENT:
POLICE DEPARTMENT:
APPLICANT:
(434) 296-5833
(434) 296-5807
PROJECT TEAM
CONSTRUCTION MANAGEMENT FIRM
ENGINEERING FIRM:
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
NETWORK BUILDING + CONSULTING, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
(804)548-4079
NB+C ENGINEERING SERVICES, LLC.
120 EASTSHORE DRIVE, SUITE 300
GLEN ALLEN, VA 23059
(804)548-4079
tsnarr@nbcllc.com
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SITE NAME: MOORES CREEK
4G PCS -CARRIER ADD
1633 MONACAN TRAIL
GOODS BRIDGE, VA 22903
ALBEMARLE COUNTY
VICINITY MAP
SCALE: 1" = 1000'
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1633 Monacan Trail Rd,
Charlottesville, VA 22903 006
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DIRECTIONS
HEAD SOUTHWEST ON RADY ST TOWARD MAGNOLIA ST. TURN RIGHT ONTO MAGNOLIA ST. MAKE A U-TURN TO STAY ON
MAGNOLIA ST. TURN RIGHT ONTO US-360 W / MECHANICSVILLE TPKE. TAKE THE RAMP ON THE RIGHT AND FOLLOW SIGNS
FOR 1-95 / 1-64 WEST. TAKE THE RAMP ON THE RIGHT FOR 1-95 N / 1-64 W. AT EXIT 79, HEAD RIGHT ON THE RAMP FOR US-33
TOWARD STAPLES MILL RD. AT EXIT 118A, HEAD RIGHT ON THE RAMP FOR US-29 SOUTH TOWARD LYNCHBURG. MAKE A
U-TURN TO STAY ON US-29 N / MONACAN TRAIL RD. ARRIVE AT US-29 N / MONACAN TRAIL RD WITH SITE LOCATED ON THE
RIGHT.
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
CONTRACTOR PMI REQUIREMENTS
PMI ACCESSED AT: VZWMOUNTS@NBCLLC.COM
SMART TOOL VENDOR PROJECT PROJECT NUMBER: N/A
VERIZON LOCATION CODE (PSLC): 495413
PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT
HARDWARE UPGRADES REQUIRED
YES
VERIZON APPROVED VENDORS
" REFER TO CONSTRUCTION DRAWINGS.
DRAWING INDEX
T-1 TITLE SHEET
C-1 COMPOUND PLAN
C-2 ELEVATION
A-1 EQUIPMENT SCHEDULE
A-2 EQUIPMENT DETAILS
G-1 GROUNDING RISER DIAGRAM & DETAILS
APPENDIX MOUNT MODIFICATION DRAWINGS
DO NOT SCALE DRAWINGS
THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36". 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.
APPLICANT:
APPLICANT
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
MEG BROWN
(804)543-9908
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MOORES CREEK
4G PCS - CARRIER ADD
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1633 MONACAN TRAIL
GOODS BRIDGE, VA 22903
ALBEMARLE COUNTY
REVISIONS
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NOTE: 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES Imm
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COMPANY OR OTHER PUBLIC AUTHORITIES. cr 3j4
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NB+C ENGINEERING SERVICES, LLC. DATED 02/28/2022 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS z 707QL LY CO TTE Do
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NOTE: (SEE ST SHEETS FOR DETAIL) NB+C ENGINEERING SERVICES, LLC.
MOUNT MODIFICATIONS ARE REQUIRED BEFORE ANY INSTALL 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING,
OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION 20 EASTALEN, VA 2SUITE 300
GLEN3059
CAN OCCUR, PLEASE REFER TO THE MOUNT MODIFICATION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN 04-548-4079
DRAWINGS PROVIDED BY NB+C ENGINEERING SERVICES, LLC. THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM
DATED 02/28/2022 PROPOSED VERIZON ANTENNA RAD CENTER jL RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS.
ELEV.=92.0' AGL
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING
PROPOSED VERIZON INTEGRATED RRH & ANTENNA MT6407-77A TOP OF EXISTING TOWER SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE
(TYP. OF 1 PER SECTOR, TOTAL OF 3) ELEV.= 89.0'AGL 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
EXISTING VERIZON ANTENNA RAD CENTER MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS
I ELEV.=85.0AGL PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE Verizon
� MANUFACTURERS RECOMMENDATIONS. Q
EXISTING VERIZON ANTENNA BXA-80090-6CF TO REMAIN J
. OF 1 PER SECTOR, TOTAL OF 3 � 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A
(TYP
% BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE
PROPOSED VERIZON RRH RAD CENTER OIL BID
THE CONTRACT DOCUMENTS. Q 1831 RADY COURT
ELEV.=80.0' AGL RICHMOND, VA 23222
I 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF
PROPOSED VERIZON OVP RAD CENTER OIL ENGINEERING PRIOR TO INSTALLATION.
ELEV.=77.0' AGL
PROPOSED VERIZON SAMSUNG B2/866A RRH 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA
/wo nr I oro crnTno TnTAI nr Z% 222—G REQUIREMENTS.
PROPOSED ELEVATION
SCALE: 3/16" = 1'
GRAPHIC SCALE
4 6 2 4 8 16
(IN FEET)
3/16 INCH = 1 FOOT
9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES
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PRIOR TO EXCAVATING.
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11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE
PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE
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APPLICANT & THE OWNER'S REPRESENTATIVE.
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12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY
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TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH.
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13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR
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ALBEMARLE COUNTY
MODIFICATION OF THE EXISTING STRUCTURE, A STRUCTURAL ANALYSIS
SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE
EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE
STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED
ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES.
REVISIONS
14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS,
AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN
ACCURATE BOUNDARY SURVEY.
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18. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION 1 1 03/16/22 1 FINALS KLB
(NO HANDICAP ACCESS REQUIRED). 0 02/28/22 PRELIMINARY KLB
19. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR REV DATE DESCRIPTION BY
SANITARY SERVICE.
20. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
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MECHANICAL
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ELECTRICAL
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92'
220'
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85'
340'
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PROPOSED
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MT6407-77A
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340'
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SEE RFDS
(1) SAMSUNG MT6407-77A
NOTES:
1. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME OF CONSTRUCTION.
2. CONTRACTOR TO CONFIRM CABLE LENGTHS PRIOR TO CONSTRUCTION.
3. CONTRACTOR TO VERIFY ALL PROPOSED AND EXISTING ANTENNA AND CABLES WERE CONSIDERED AND PASSED A
STRUCTURAL ANALYSIS PERFORMED BY A LICENSED ENGINEER PRIOR TO INSTALLATION.
EXISTING VERIZON ANTENNA
MOUNT TO BE MODIFIES
(TYP. OF
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XISTING 89'
ONOPOLE
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92'
EXISTING VERIZON ANTENNA TO REMAIN
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
PROPOSED VERIZON MODIFIED
ANTENNA MOUNT
(SEE ST SHEETS FOR DETAILS)
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ANTEL
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NOTE:
POST —MODIFICATION INSPECTION (PMQ REQUIRED ON ALL
SITES. REFER TO THE MOUNT ANALYSIS PREPARED BY
NB+C ENGINEERING SERVICES, LLC. DATED 02/28/2022
FOR ADDITIONAL DETAILS.
NOTE:
MOUNT MODIFICATIONS ARE REQUIRED BEFORE ANY INSTALL
CAN OCCUR, PLEASE REFER TO THE MOUNT MODIFICATION
DRAWINGS PROVIDED BY NB+C ENGINEERING SERVICES, LLC.
DATED 02/28/2022
PROPOSED VERIZON B2/B66A RRH
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
PROPOSED VERIZON 65/B13 RI
(TYP. OF 1 PER SECTOR, TOTAL OF 3)
PROPOSED VERIZON MODIFIED
eniT�ninie MOUNT
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EXISTING 89'
MONOPOLE
PROPOSED RRH ORIENTATION PLAN @ 80'
NTS
EXISTING 89'
MONOPOLE
PROPOSED VERIZON OVP
(TYP. OF 1)
PROPOSED VERIZON MODIFIED
ANTENNA MOUNT
(SEE ST SHEETS FOR DETAILS)
PROPOSED OVP ORIENTATION PLAN @ 77'
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MOORES CREEK
4G PCS - CARRIER ADD
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1633 MONACAN TRAIL
GOODS BRIDGE, VA 22903
ALBEMARLE COUNTY
REVISIONS
1 103/16/22 1 FINALS I KLB
0 102/28/22 1 PRELIMINARY I KLB
REV DATE I DESCRIPTION I BY
Lic. No. 049978
I0 DATE 03/16/22
TRENT T. SNARR, P.E.
VA PROFESSIONAL ENGINEER LIC. #49978
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120 EASTSHORE DRIVE, SUITE 300
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804-548,4079
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1831 RADY COURT
RICHMOND, VA 23222
MOORES CREEK
4G PCS - CARRIER ADD
NB+C ES PROJ. # 100352
1633 MONACAN TRAIL
GOODS BRIDGE, VA 22903
ALBEMARLE COUNTY
REVISIONS
1 103/16/22 1 FINALS I KLB
0
1 02/28/22
1
PRELIMINARY
KLB
REV
I DATE
DESCRIPTION
BY
TH OF -
Lic. No. 049978
1, DATE 03/16/22 ,'
`rICIVAL ��
TRENT T. SNARR, P.E.
VA PROFESSIONAL ENGINEER LIC. #49978
EQUIPMENT
DETAILS
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GROUNDING NOTES ALPHA SECTOR BETA SECTOR GAMMA SECTOR r* ■ TM
1. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, PROPOSED ANTENNA Lu ^
VEORIDZING ON WIRELESS DTING GROUNDINGCTION SHALL STTANDARDS. BE DONE IN ACCORDANCE WITH (NP. OF 3) TW L LY bO M M J T7 E Do
2. GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS Lu
CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. PROPOSED INTEGRATED RRH NB+C ENGINEERING SERVICES, LLC.
& ANTENNA (TYP. OF 3) 120 EASTSHORE DRIVE, SUITE 300
ALLEN, VA
3. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR GLE 804-W-40793059
ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SOLID
TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED
ON THE DRAWING.
4. 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.
5. 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.
6. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE
COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO
ALL LOCATIONS.
7. APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND
CONNECTIONS.
8. 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.
9. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD
RESULTS FOR PROJECT CLOSE—OUT DOCUMENTATION. 5 OHMNS MINIMUM
RESISTANCE REQUIRED.
10. CONTRACTOR SHALL CONDUCT ANTENNA, CABLE, AND LNA RETURN —LOSS
AND DISTANCE —TO —FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD
RESULTS FOR PROJECT CLOSE OUT.
MOUNTING BOLT (VARIES J
WITH MOUNTING APPLICATION)
®®6"0
DIRECT BOLT MOUNTING 60000
0 0 0 0® ®0 0
BRACKETS WITH GROUND BAR) D ®®000 00 ®6600ve 00
®0 0080000
®000 ®®00
® 0 0 0 ®® 0 0 GALVANIZED STEEL GROUND BAR
® 0 0 0 6600 0 O (HOLE CENTERS TO MATCH NEMA
0 0 ®0 0 0 DOUBLE LUG CONFIGURATION)
660Oo
INSULATORS (TO BE USED WHEN
THERE IS A HOME RUN ON TOWER)
NOTE:
THE GROUND BAR SHOULD BE MADE OF GALVANIZED STEEL (ALLTEC
CORP PART #TB-74 VZW-20 OR EQUIVALENT) INSTEAD OF COPPER TO
DETER THEFT. AN ALTERNATIVE TO THE GALVANIZED STEEL GROUND BAR
IS A BARNONE/ERICO "THEFT DETERRENT GROUND BAR ASSEMBLY."
2 GROUND BAR DETAIL
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REVISIONS
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PRELIMINARY
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DESCRIPTION
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