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HomeMy WebLinkAboutSE202300006 Correspondence 2023-02-22 (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. SHENTEL SITE ID: 68376/WA68SH376 SHENTEL SITE NAME: COMMONWEALTH SCOPE OF WORK TE]IFE-1 11 1:1 TOWER: 1. REMOVAL OF (3) EXISTING SHENTEL ANTENNAS 2. INSTALLATION OF (3) SECTOR ANTENNA MOUNTS 3. INSTALLATION OF (3) NEW T-MOBILE COMMSCOPE - FFVV-65A-R2-V1 ANTENNAS @ POSITION 1 4. INSTALLATION OF (3) NEW T-MOBILE ERICSSON - AIR 6419 B41 ANTENNAS @ POSITION 2 5. REMOVAL OF (7) EXISTING SHENTEL RRUs 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 SHENTEL COAX/FEEDLINES 10. REMOVAL OF (3) EXISTING SECTOR PIPE MOUNTS 11. ALL PROPOSED EQUIPMENT TO BE PAINTED TO MATCH TOWER- COLOR IS SHERWIN WILLIAMS SW7664 STEEL GRAY GROUND: 12. REMOVAL OF EXISTING SHENTEL EQUIPMENT CABINETS 13. INSTALLATION OF (1) NEW T-MOBILE ERICSSON 6160 ENCLOSURE & (1) NEW ERICSSON B160 BATTERY CABINET 14. INSTALLATION OF (2) NEW RP 6651 INSIDE NEW ENCLOSURE 15. INSTALLATION OF (1) IXRE ROUTER & (2) PSU 4813 INSIDE NEW ENCLOSURE 16. REMOVAL OF (1) EXISTING SHENTEL 12 SPACE, 120/240V, 200A PPC 17. INSTALLATION OF (1) NEW T-MOBILE 24 SPACE PPC. 120/240V, 200A PPC SITE INFORMATION LATITUDE (NAD 83): 38.071701050 LONGITUDE (NAD 83):-78.488098140 JURISDICTION: ALBEMARLE COUNTY ZONING DESIGNATION: C1 COMMERCIAL GROUND ELEVATION: 488.85'± (AMSL) PARCEL NUMBER: 061WO-03-00-00700 PARCEL AREA: 0.65± ACRES PARCEL OWNER: TRANS CONTINENTAL GAS CORP 2800 OLD POST OAK BLVD. HOUSTON, TX 77056 STRUCTURE TYPE: SELF-SUPPORT TOWER STRUCTURE HEIGHT: 100'4" (AGL) CONSTRUCTION TYPE: IIB USE GROUP: U TM UJ O • � w z TOTALLY CCMMiTTEDD. ❑ ❑ ❑ Z NB+ENGINEERING SERVICES, LLC. Know what's below. w 120 EASTSHORE DRIVE, SUITE 300 Call before you dig. GLEN ALLEN, VA 23059 E:� �_D F__' (e (804) 548-4079 SHENTEL KEEP PROJECT CONFIGURATION: 67E5A998E 6160 (RAN) / 67E5998E_1xAIR+10P (A&L) T=MOBILE SITE NUMBER: VA72471A T=MOBILE SITE NAME: COMMONWEALTH 345 GREENBRIER DRIVE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY VICINITY MAP Financial Services, CPA 0 Dr s��i 19 Commonwealth a By Wo �a Mouth Q Q Charlottesville 19 Chamai Thai Blue Ridge Dental Spark Charlottesville PQ Yoga Massage VCA Albemarl Q Veterinary Hea 19 Py�Integrative Health 11110. °o, 9 Center of Charlottesville \o` Familylue Ridge CIPP'b�iP� Virginia Veterinary10 FreestyleQ Specialists O� Ski shop lea AutoZone Auto oF`��c G Aeyro Super 8 by Wyndham Auto par Charlottesville 1p as 2.7 * (514) 2-star hotel Pet Sup GoF Charlot Pet suppl 7-Eleven Q 0 Convenience store = o Z © Reason Beer SITE Guadalajara Mexican F QMexican • $ Mikro Systems Shell Q Custom Ink 19 Costco Pharmacy Corporate Office I © Valente Pasta Costco Wholesale ,� Warehouse Q store ® C' ferguson, Charlottesville a /dc�b� Q- HVAC, Lyon Conklin phl 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: WILLIAMS PIPELINE SERVICES COMPANY SITE NUMBER: N/A SITE NAME: N/A 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 ANTENNA MOUNT DETAILS A-5 EQUIPMENT SPECIFICATIONS & DETAILS A-6 CABLING DETAILS & RF PLUMBING DIAGRAM A-7 HYBRID COLOR CODES 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 z T 0 EIM(ab'Ra El 1:1 0 U T-MOBILE NORTHEAST LLC J Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 z I I VA72471 A COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY REVISIONS 0 If 0 w w z (D Cl) 1 06/15/22 RFDS LTA 0 I12/30/2021I FINAL CDs JOG A 1 11/29/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY .. Q PLTH Op G l� � O z 0 K'EN " TIRAVIS SNAP u) Lic. No. 049978 co A� DATE 06/15/22 ' M o��sSlavAl vy L II w w TRENT T. SNARR, P.E. z (D 1 1 VA PROFESSIONAL ENGINEER LIC. #49978 n J TITLE SHEET Ir w m T=1 z w w cn 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 '" 1. THE STRUCTURAL STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANCHOR w Lj BOLT LOCATIONS, ELEVATION OF TOP OF CONCRETE AND BEARING PLATES, ALIGNMENT ETC. z 70TQLLY COM NMI OTTED. PRIOR TO START OF STEEL ERECTION. z 2. THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS SHALL GOVERN: LLI 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 EIM0b(�h ❑ LiF A500, GRADE B FY = 46 KSI z U T-MOBILE NORTHEAST LLC HIGH STRENGTH BOLTS A325 � THREADED RODS A354, GRADE BC d 324 MADISON MEWS ANCHOR BOLTS A325 OR A354 BC Q 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 VA72471 A PERMITTED. ALL HOLES IN BEARING PLATES SHALL BE DRILLED. z o COMMONWEALTH 6. ALL STEEL TO BE HOT -DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. NB+C PROJECT #100838 O 7. EPDXY ANCHORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 345 GREENBRIER DRIVE z 8. ALL BOLTS SHALL BE TIGHTENED USING TURN -OF -THE -NUT METHOD PER AISC SPECIFICATIONS Li CHARLOTTESVILLE, VA 22901 USING STANDARD HOLES. cn ALBEMARLE COUNTY 9. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND FIT PRIOR TO FABRICATION. REVISIONS Ir O O LU Ir z O U) LL 1 06/15/22 RFDS LTA 0 0 12/30/2021 FINAL CDs I JQG A 11/29/21 PRELIMINARYCDs CDE REV DATEI DESCRIPTION BY IL �� Jz eTAVIS SNAROu) 782'0 L II Lu w TRENT T. SNARR, P.E. z (D I I VA PROFESSIONAL ENGINEER LIC. #49978 n Li J GENERAL NOTES L Li U) Ir w CID GN=l z w LLI _ o m m z 0 2 01 / / V +/ \ /Ile EXISTING BUILDING (TYP.) \ A Q4 ` FF ♦ \+ _ '� O,p ♦ Nb EXISTING PARKING LOT \ (TYP.) OO + TRANS CONTINENTAL GAS CORP +/ / / PARCEL ID: 061WO-03-00-00700 / ACERAGE 0.65E AC / EXISTING 100SELF /+ SUPPORT TOWER / EXISTING EQUIPMENT SHELTER PROPOSED T—MOBILE EQUIPMENT EXISTING CHAIN -LINK FENCE (TYP.) EXISTING PARKING LOT (TYP.) 1 SITE PLAN Z 1 SCALE: 1" = 20' (22X34) SCALE: 1" = 40' (11X17) 04o Q� EXISTING GRASSY AREA / (TYP.) GRAPHIC SCALE 20 0 10 20 40 80 1 INCH = 20 FEET (22X34) 1 INCH = 40 FEET (11X17) ZONING INFORMATION JURISDICTION: ALBEMARLE COUNTY ZONING: C-1 COMMERCIAL DIMENSION EXISTING t PROPOSED t FRONT YARD SETBACK: SIDE YARD SETBACK: REAR YARD SETBACK: 174.10'i 77.11'i 62.9't LOT AREA: .65t AC (ALL MEASUREMENTS ARE IN FEET t UNLESS OTHERWISE NOTED) NOTES: LEGEND PROPERTY LINE - SUBJECT PARCEL ME W LLJ z TOTALLY COMMITTED 0 W NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804)548-4079 Z ❑ ❑M0b'R(a ❑ ❑ ❑ U T-MOBILE NORTHEAST LLC Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 — — PROPERTY LINE - ABUTTERS I I I I FAX: (757) 589-0904 1 EXISTING ROAD EXISTING FENCE — — — — — — — — — EXISTING EASEMENT ------- EXISTING LEASE AREA OHw EXISTING OVERHEAD UTILITIES z 11 VA72471 A COMMONWEALTH o NB+C PROJECT #100838 L- 345 GREENBRIER DRIVE ui CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY GENERAL NOTES 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND REVISIONS 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. 00 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. w Ir z z CD U) LLJ 1 06/15/22 RFDS LTA 0 12/30/2021 FINAL CDs JQG A 111/29/21 1 PRELIMINARYCDs I CDE REV I DATE I DESCRIPTION I BY o_ Q � zOU)wLL CTAVIS 0- I I w LLI TRENT T. SNARR, P.E. Z (3 1 1 VA PROFESSIONAL ENGINEER LIC. #49978 u w SITE ui PLAN Ir w co z 1 Z - w m. m m z 0 x EXISTING ACCESS GATE PROPOSED T—MOBILE EQUIPMENT (SEE SHEET C-2 FOR DETAILS) //'**I- �� EXISTING 100'-0" SELF—SUPPORT TOWER EXISTING SHENTEL UNDERGROUND CONDUIT PORT EXISTING SHENTEL UNDERGROUND CONDUIT PORT EXISTING SHENTEL EXISTING UNDERGROUND DUCT BANK HAND HOLE W/(12) 4" CONDUITS (SEE SHEET C-2 FOR DETAILS) o= w z TOTALLY COMMITTED 0 z w NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804)548-4079 z ❑ ❑M0b'R(a ❑ ❑ ❑ U T-MOBILE NORTHEAST LLC J Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 z 11 VA72471 A COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE 1--CHARLOTTESVILLE, VA 22901 u' 11 ALBEMARLE COUNTY REVISIONS A. z w o= z 0 U) LLJ 1 06/15/22 RFDS LTA 0 12/30/2021 FINAL CDs JQG A 1 11/29/211 PRELIMINARYCDs I CDE REV I DATE I DESCRIPTION I BY EXISTING o ACCESS GATE Q CTAVIS OFZPAVED Q SURFACE zz U) wLL 1 COMPOUND PLAN C 1 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) D= I I w w TRENT T. SNARR, P.E. Z C3 1 1 VA PROFESSIONAL ENGINEER LIC. #49978 u w COMPOUND Uj PLAN Ir w co z 1 Z - w co ME m m z 0 x EXISTING ACCESS GATE EXISTING CHAIN —LINK FENCE EXISTING LUMOS CABINET EXISTING SHENTEL FIBER DISTRIBUTION BOX ON EXISTING UTILITY H—FRAME EXISTING SHENTEL CABLE TRAY r / EXISTING SHENTEL `STEEL PLINTH 000 EXISTING SHENTEL EQUIPMENT CABINET (TO BE REMOVED) EXISTING SHENTEL 200A PPC W/ 12 SPACES ON EXISTING UTILITY H—FRAME (TO BE REMOVED) EXISTING T—MOBILE (SHENTEL) METER & DISCONNECT. G.C. TO CONFIRM DISCONNECT IS 200A. 1 EXISTING EQUIPMENT PLAN SCALE: 3/8" = 1' (22X34) C-2 SCALE: 3/16" = 1' (11X17) u 191.L1w:1[wofeL1I:I 318 INCH = 1 FOOT (22X34) 3/16 INCH = 1 FOOT (11X17) EXISTING SHENTEL CABLES RUN ALONG EXISTING UNDERGROUND CONDUITS (TO BE REMOVED) EXISTING SHENTEL UNDERGROUND DUCT BANK W/(12) 4- CONDUITS EXISTING SHENTEL HAND HOLE EXISTING ACCESS GATE EXISTING ACCESS GATE EXISTING CHAIN —LINK FENCE EXISTING LUMOS CABINET PROPOSED T—MOBILE 6160 CABINET PROPOSED T—MOBILE B160 BATTERY CABINET NOTES: 1. FINAL LOCATION OF PROPOSED EQUIPMENT CABINETS TO BE DETERMINED IN THE FIELD BY THE G.C. 2. EXISTING 12 SPACE PPC DOES NOT HAVE ADEQUATE SPACE. AFTER CUT OVER, ALL REMAINING ACTIVE CIRCUITS TO BE MIGRATED TO PROPOSED PPC & EXISTING PPC TO BE REMOVED. EXISTING T—MOBILE (SHENTEL) FIBER DISTRIBUTION BOX ON EXISTING UTILITY H—FRAME EXISTING T—MOBILE (SHENTEL) CABLE IRA Y EXISTING T—MOBILE (SHENTEL) STEEL PROPOSED T—MOBILE 120/240V 200A PPC W/ 24 SPACES TO REPLACE EXISTING EXISTING T—MOBILE (SHENTEL) METER & DISCONNECT. G.C. TO CONFIRM DISCONNECT IS 200A. PROPOSED EQUIPMENT PLAN SCALE: 3/8" = 1' (22X34) SCALE: 3/16" = 1' (11X17) (4) PROPOSED T—MOBILE (6x24) HYBRID CABLES RUN ALONG EXISTING UNDERGROUND CONDUITS EXISTING T—MOBILE (SHENTEL) UNDERGROUND DUCT BANK W/(12) 4- CONDUITS lei .7_1w:1[mYeL1IA: I 3/8 INCH = 1 FOOT (22X34) 3/16 INCH = 1 FOOT (11X17) EXISTING T—MOBILE (SHENTEL) HAND HOLE EXISTING ACCESS GATE o= w w z (3 z Lu z Q O J Q z O a D' O LL z_ w I= c!) o_ v7 a z O U) w LL o_ o= w w z_ 0 z LU J H w co _ w co w co NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804)548-4079 0 DmGbo (e 0 0 0 T-MOBILE NORTHEAST LLC 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 VA72471 A COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/15/221 RFDS I LTA 1 0 112130/20211 FINAL CDs I JQG I A 1 11/29/211 PRELIMINARYCDs I CDE REV I DATE I DESCRIPTION I BY I�f T AVIS SNAR Lic. No. 049978 DATE 06/15/222> TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 EQUIPMENT PLANS C=2 TOP OF EXISTING SELF—SUPPORT TOWER GENERAL ANTENNA NOTES Tm 1. ALL ANTENNAS TO BE FURNISHED WITH ANTENNA CENTERLINE (OTHER) DOWNTILT BRACKETS. CONTRACTOR IS TO ELEV=97'-0" AGL w COORDINATE AND VERIFY THE PROPOSED < LU z TOTALLY COMMITTED DOWNTILTS WITH SPRINT MANAGER PRIOR TO 0 CONSTRUCTION. z w NB+C ENGINEERING SERVICES, LLC. 2. ANTENNA CENTERLINE HEIGHT IS IN (6) PROPOSED T—MOBILE ANTENNAS 120 EASTSHORE DRIVE, SUITE 300 REFERENCE TO ELEVATION 0.0'. (EXISTINGVA (SEE SHEET A-1 & A-2) GLEN 04) 548 4079 9 sas ao7s GRADE) (aoa) (2 PER SECTOR, 3 TOTAL) 3. CHECK WITH RF ENGINEER FOR LATEST5 ANTENNA TYPE & AZIMUTH. II a�ili7z11:734ito] :�y:/dIOLVA31VI17121121zIz film 61» AND AZIMUTH WITH CONSTRUCTION MANAGER T—MOBILE ANTENNA CENTERLINE PRIOR TO CONSTRUCTION. ELEV.=85'—O" AGL 5. ALL CABLE LENGTHS ARE ESTIMATED AND El p 0 m 0 pMob'R(a SHALL BE FIELD VERIFIED BY THE z CONTRACTOR. PROPOSED T—MOBILE SECTOR FRAME MOUNT (SITE PRO 1 PART#: VFA6—HD OR EQUIVALENT) U T-MOBILE NORTHEAST LLC 6. COLOR TAPE MARKINGS MUST BE 3/4" WIDE (1 PER SECTOR, 3 TOTAL) AND UV RESISTANT, SUCH AS SCOTCH 35 (SEE SHEET A-4 FOR DETAILS) 324 MADISON MEWS VINYL ELECTRICAL COLOR CODING TAPE. Q NORFOLK, VA 23510 7. CONTRACTOR SHALL COORDINATE COLOR (6) PROPOSED T—MOBILE RRUs OFFICE: (757) 453-6907 CODINGS IN THE FIELD WITH SPRINT BEHIND ANTENNA FAX: (757) 589-0904 REPRESENTATIVE. (SEE SHEET A-1 & A-2) (2 PER SECTOR, 6 TOTAL) z 11 VA72471 A COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE LIJ CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY REVISIONS 0 0 0 w D= z EXISTING 100'—O" SELF—SUPPORT TOWER 0 LLJ 1 06/15/22 RFDS LTA 0 12/30/2021 FINAL CDs JQG A 1 11/29/211 PRELIMINARYCDs I CDE REV I DATE I DESCRIPTION I BY (4) PROPOSED T—MOBILE (6X24) o_ HYBRID CABLES ROUTED ALONG SELF—SUPPORT TOWER LEG < o �yTH OF L� J 1 z O INT AVIS SNAR U) Lic. No. 049978 EXISTING T—MOBILE w DATE 06/15/22 (SHENTEL) CABLES ROUTED w ALONG SELF—SUPPORT 0sSIQVALs TOWER LEG (TO BE REMOVED) D= I I w w TRENT T. SNARR, P.E. z C3 1 1 VA PROFESSIONAL ENGINEER LIC. #49978 N w J ELEVATION w co GRAPHIC SCALE 5 0 2.5 5 o Zo ELEVATION CE SCALE: 1" = 5' (22X34) i C'_3 m � SCALE: 1" = 10' (11X17) 1 INCH = 5 FEET (22X34) 1 INCH = 10 FEET (11X17) z I EXISTING GRADE Know what's below. z C=3 ELE ..=0.0' AGL --------- CaII before you dig. w _ U) EXISTING SHENTEL ANTENNA TO PIP RFAAM/Pr) (1 PER SECT( EXISTING 100-0" SELF—SUPPORT TOWER EXISTING SHENTEL RRU TO BE REMOVED (2 PER SECTOR, 7 TOTAL) EXI RRU T (2 PER SD EXISTING SHI MOUNT TG DL RCr LMIiCU c1 EXISTING ANTENNA ORIENTATION PLAN ALL EXISTING SHENTEL ANTENNAS, RADIOS, TMA'S, DIPLEXERS, AND CABLES WILL BE REMOVED FROM THE SITE. (MICROWAVE EQUIPMENT IS EXCLUDED FROM THIS REQUIREMENT) ►A PROPOSED T-MOBILE ANTENNA COMMSCOPE-FFW-65A-R2-V1 (1 PER SECTOR, 3 TOTAL) PROPOSED T-MOBILE RADIO ERICSSON - 4480 B71+B85 (ABOVE 4460) (1 PER SECTOR, 3 TOTAL) PROPOSED T-MOBILE RADIO ERICSSON - 4460 B25+B66 (BELOW 4480) (1 PER SECTOR, 3 TOTAL) C2 Gg" t -S,X Cl Fit m EXISTING 100-0" SELF-SUPPORT TOWER A2 PROPOSED T—MOBILE SECTOR FRAME MOUNT (SITE PRO 1 PART#: VFA6—HD OR EQUIVALENT) (1 PER SECTOR, 3 TOTAL) (SEE SHEET A-4 FOR DETAILS) I M PROPOSED T—MOBILE ANTENNA ERICSSON — AIR6419 B41 (1 PER SECTOR, 3 TOTAL) 9N I* 9 '92��q o= w w z 3 z w z O Q o- O ILL z w I- W If O w z 0 W w o_ Q z O u) co w ILL cl- D" w w Z_ C7 Z w APPROX APPROX LU TRUE NORTH TRUE NORTH 2 PROPOSED ANTENNA ORIENTATION PLAN w A-1 NOT TO SCALE � rr w co w w U) �1 TOTALLY COMMITTED NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 T ❑ ❑moboR(e ❑ ❑ ❑ T-MOBILE NORTHEAST LLC 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 VA72471 A COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/15/22 I RFDS I LTA [�> • fi I�7RI�7PZ�Y�i I � y I � G1 mil �� �IlIH A 1 11/29/21 I PRELIMINARY CDs I CDE REV I DATE I DESCRIPTION I BY �LTH OF D I� rNT IS SNAG Lic. No. 049978 �� DATE 06/15/22 � uSlCNAL �,� TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 ANTENNA ORIENTATION PLANS Ami ELM ANTENNA SCHEDULE ANTENNA MANUFACTURER ANTENNA MODEL ANTENNA DIMENSIONS RRU QUANTITY & MODEL TMA/DIPLEXER QUANTITY & MODEL CABLE QUANTITY & TYPE CABLE LENGTH 48.19"x25.20"x9.25" (1) PROPOSED 4480 B71+B85 (1) PROPOSED 4460 B25+B66 (1) PROPOSED (6x24) HYBRID CABLE (1) PROPOSED (6x24) 36.30"x2O.90"xg.00" HYBRID FLEX CABLE (SHARED WITH ALL SECTORS) (1) PROPOSED 4460 B25+B66 (1) PROPOSED (6x24) HYBRID CABLE • •• (1) PROPOSED 4460 B25+B66 (1) PROPOSED (6x24) HYBRID CABLE • •• 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. ANTENNA CONFIGURATION SCHEDULE NOT TO SCALE m w z TOTALLY COO MMDTTEDD. C'3 z W NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 Z � ❑ ❑00 �0 ❑ ❑ ❑ U T-MOBILE NORTHEAST LLC J O_ Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 z 11 VA72471 A o COMMONWEALTH NB+C PROJECT #100838 0 345 GREENBRIER DRIVE Li CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY REVISIONS M O O w M 0 LJ 1 06/15/22 RFDS LTA 0 112130/20211 FINAL CDs I JQG A 1 11/29/211 PRELIMINARYCDs I CDE REV I DATE I DESCRIPTION I BY o_ p\,AH OF G cn o z O REN T AVIS SNAR cn Lic. No. 049978 � O DATE 06/15/22 w�' If��SS-avAL (LLI r I I U L TRENT T. SNARR, P.E. z (D I I VA PROFESSIONAL ENGINEER LIC. #49978 >R I I ANTENNA Li II SCHEDULE Ir w CID A=2 z w w ELM I 9.25" - 125.20" e r 0 o6 N a rn 5m (6 00 It PLAN MECHANICAL SPECIFICATIONS COMMSCOPE: FFW-65A-R2-V1 HEIGHT: 48.19 IN WIDTH: 25.20 IN DEPTH: 9.25 IN WEIGHT: 73.193 LBS PROPOSED 2"0 SCH 41 (2-3/8" O.D.) X 8- MOUNTINI ANTENNA MANUFACTUP MOUNTING BRACKET ( PROPOSED RRU 44 PROPOSED RRU 4 COMMSCOPE PANEL ANTENNA 2 NOT TO SCALE A-3 PROPOSED ANTENNA ANTENNA MOUNTING DETAIL NOT TO SCALE 1 9.00" 20.90" SIDE M c6 M 20.90" f PLAN MECHANICAL SPECIFICATIONS ERICSSON: AIR6419 B41 HEIGHT: 36.30 IN LENGTH: 20.90 IN WIDTH: 9.00 IN WEIGHT: 83.00 LBS 3 \ ERICSSON PANEL ANTENNA o= w z TOTALLY COMMITTED 0 z w NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804)548-4079 Z ❑ ❑M0b'R(a El ❑ ❑ U T-MOBILE NORTHEAST LLC J Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 z VA72471 A COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE LLJ CHARLOTTESVILLE, VA 22901 PROPOSED ERICSSON U) ALBEMARLE COUNTY AIR6419 B41 ANTENNA PROPOSED PE (2-3/8"20.D.)OX 8o LONG 1 I I I REVISIONS MOUNTING PIPE PROPOSED MANUFACTURER'S o MOUNTING BRACKET (TYP) O w D= z 0 U) LLJ 1 06/15/22 RFDS LTA 0 12/30/2021 FINAL CDs 1 JQG A 1 11/29/211 PRELIMINARYCDs I CDE REV I DATE I DESCRIPTION I BY POWER/FIBER JUMPER CABLE o_ Q PyTH OF L � o � J 1 z O INT AVIS SNAR U) Lic. No. 049978 4 ANTENNA MOUNTING DETAILLu LL naTEo6i1si22�' A-3 NOT TO SCALE SSjQVAL �^, D= I I w w TRENT T. SNARR, P.E. z C3 1 1 VA PROFESSIONAL ENGINEER LIC. #49978 u Uj ANTENNA SPECIFICATIONS w co & DETAILS Ir w co r A 3 z _ w co R:. D UPDATED BCAM VERSION 1 TO BCAM VERSION 2 CEK 6/29/2018 C UPDATED PIN LEG CONNECTION TO BCAM CONNECTION CEK 12/13/2017 B CHANGED TIE -BACK BACK CONNECTION CEK 7/26/2017 A CHANGED TIE -BACK FRONT CONNECTION CEK 2/2/2017 REV DESCRIPTION OF REVISIONS CPD BY DATE REVISION HISTORY PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 2 X-VFAW SUPPORT ARM 71.41 142.81 2 1 X-HDCAMTBW CLAMP WELDMENT FOR BCAM-HD 33.86 33.86 3 1 X-MHTPHD MULTI -HOLE TAPER PLATE WELDMENT 36.24 36.24 4 2 X-VFAPL4 VFA-HD PIVOT PLATE 12 in 15.88 31.77 5 2 X-LCBP4 BENT BACKING PLATE 13 in 19.00 38.01 6 1 X-HDCAMSS ANGLE ADJUSTMENT WELDMENT FOR BCAM-HD 16.39 16.39 7 4 X-SPTB SLIDING PIPE TIE BACK PLATE 5 1/2 in 5.87 23.49 8 1 X-HDCAMSP POSITIONING PLATE WELDMENT FOR BCAM-HD 2.58 2.58 9 4 X-TBCA TIE BACK CLIP ANGLE 2.01 8.02 10 4 SCX2 CROSSOVER PLATE 7 in 4.80 19.19 11 4 MCP CLAMP HALF 1/2" THICK, 11-5/8" LONG 12 1/16 in 3.59 14.37 12 8 DCP 1/2" THICK, 5-3/4" CNTER TO CENTER CLAMP HALF 8 1/8 in 2.36 18.90 13 2 P3084 2-7/8" X 84" (2 1/2" SCH. 40) GALVANIZED PIPE 84 in 40.65 81.29 14 2 P2126 2-318" X 126" (2" SCH. 40) GALVANIZED PIPE 126 in 40.75 81.50 15 4 A34212 3/4" x 2-1/2" UNC HEX BOLT (A325) 2 1/2 in 0.48 1.92 16 4 G34FW 3/4" HDG USS FLATWASHER 0.06 0.24 17 4 G34LW 3/4" HDG LOCKWASHER 0.04 0.17 18 4 G34NUT 3/4" HDG HEAVY 21H HEX NUT 0.21 0.85 19 8 G58R-18 5/8" x 18" THREADED ROD (HDG.) 18 in 0.40 3.19 20 4 G58R-12 5/8" x 12" THREADED ROD (HDG.) 1.05 4.18 21 8 G58R-8 5/8" x 8" THREADED ROD (HDG.) 0.70 5.58 22 4 X-UB5300 5/8" X 3" X 5-1/4" X 2-1/2" U-BOLT (HDG.) 1.15 4.60 23 8 X-UB5258 5/8" X 2-5/8" X 4-1/2" X 2" U-BOLT (HDG.) 1.00 8.00 24 2 G5807 5/8" x 7" HDG HEX BOLT GR5 FULL THREAD 7 in 0.70 1.41 25 1 G5806 5/8" x 6" HDG HEX BOLT GR5 FULL THREAD 6 in 0.62 0.62 26 4 G5802 5/8" x 2" HDG HEX BOLT GR5 0.27 1.08 27 8 A582114 5/8" x 2-1/4" HDG A325 HEX BOLT 2 1/4 in 0.31 2.50 28 8 G5804 5/8" x 4" HDG HEX BOLT GR5 0.44 3.55 29 25 G58FW 5/8" HDG USS FLATWASHER 1/8 in 0.07 1.76 30 70 G58LW 5/8" HDG LOCKWASHER 0.03 1.83 31 75 G58NUT 5/8" HDG HEAVY 2H HEX NUT 0.13 9.74 32 16 X-UB1300 1/2" X 3" X 5" X 2" GALV U-BOLT 0.74 11.82 33 8 X-UB1212 1/2" X 2" X 3" X 1-1/4" U-BOLT (HDG.) 0.60 4.78 34 32 G12FW 1/2" HDG USS FLATWASHER 3/32 in 0.03 1.09 35 32 G12LW 1/2" HDG LOCKWASHER 1/8 in 0.01 0.44 36 32 G12NUT 1/2" HDG HEAVY 2H HEX NUT 0.07 2.29 TOTAL WT. # 629.28 TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (# 0.030J DRILLED AND GAS CUT HOLES (# 0.030'J - NO CONING OF HOLES LASER CUT EDGES AND HOLES (#0.010') - NO CONING OF HOLES BENDS ARE ± 1/2 DEGREE ALL OTHER MACHINING (# 0.030J ALL OTHER ASSEMBLY (# 0.060'7 PROPRIETARY NOTE: THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONT INDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OF DESCRIPTION 6' HEAVY DUTY V-FRAME ASSEMBLY WITH TWO STIFF ARMS CPD NO. DRAWN BY CEK 1/25/2017 CLASS SUB DRAWING USAGE 81 02 CUSTOMER SITE PRO 1 #VFA6-HD MOUNT DETAIL NOT TO SCALE A valmont T am~ ENG. APPROVAL 1 PART NO. CHECKED BY DWG. NO. BMC 12/13/2017 Engineering Support Team: 1-888-753-7446 Locations: New York, NY Atlanta, GA Los Angeles, CA Plymouth, IN Salem, OR Dallas, TX VFA6-HD o -n b m VFA6-HD cn M w z TOTALLY CSC [MMTTEDD. 3 z W NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 z � ❑ ❑00 �0 ❑ ❑ ❑ U T-MOBILE NORTHEAST LLC J D_ Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 1 z 11 VA72471 A o COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE Li CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY REVISIONS 0 D= O v w D= U) W 1 06/15/22 RFDS LTA c) 0 112130/20211 FINAL CDs I JQG A 111/29/21 1 PRELIMINARYCDs I CDE REV I DATE I DESCRIPTION I BY D_ N OF G J J z O RE ,� ' TIRAVIS SNAR u) Lic. No. 049978 LLJ� O DATE 06/15/22' IL IMAL , L II w w TRENT T. SNARR, P.E. z (D I I VA PROFESSIONAL ENGINEER LIC. #49978 a tR w ANTENNA w _ MOUNT DETAILS U) Ir w m A=4 z W LU _ o 15.1" 0) SIZE AND WEIGHT TABLE RRU HEIGHT WIDTH DEPTH WEIGHT W/0 BRACKET RADIO 4460 B25+B66 17.0" 15.1" 11.9" 109.0 LBS. NOTES: 1. DO NOT PAINT THE RRU. RRU SOLAR SHIELD CAN BE PAINTED PER MANUFACTURER'S METHOD OF PROCEDURE. ERICSSON REMOTE RADIO UNIT (RRU NTS 26.00" 72" 8.00 � 26.00 FRONT ELEVATION SIDE ELEVATION 00 N FRONT ELEVATION SIZE AND WEIGHT TABLE 7.5" �{ SIDE ELEVATION RRU HEIGHT WIDTH DEPTH WEIGHT W/O BRACKET RADIO 4480 B71 +B85 21.8" 14.5" 7.5" -83.3 LBS. NOTES: 1. DO NOT PAINT THE RRU. RRU SOLAR SHIELD CAN BE PAINTED PER MANUFACTURER'S METHOD OF PROCEDURE. I PLAN VIEW WEIGHT: 320±LBS WITHOUT EQUIPMENT 605±LBS FULLY LOADED 6160 ENCLOSURE CABINET NOT TO SCALE ERICSSON REMOTE RADIO UNIT (RRU NTS 26.00" GENERATOR PLUI 2 26.0" " 26.00" w U zo J U _ O O co FRONT ELEVATION SIDE ELEVATION B160 BATTERY CABINET NOT TO SCALE 25.00" PPC UNIT _ 0 0 0 0 3 PPC UNIT DETAIL A 5 NTS PLAN VIEW WEIGHT: 295±LBS WITHOUT EQUIPMENT 1883±LBS FULLY LOADED w w z 3 z w z O Q O LL z w a_ Q c~n z _O U) W w w D_ w w z C7 z w J w co rr w m z w w cn TOTALLY COMMITTED NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 T0D O (e000 T-MOBILE NORTHEAST LLC 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 VA72471 A COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 06/15/22 RFDS LTA 0 12/30/2021 FINAL CDs JQG A 11(29/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY I PLTH OF � rNT ISSNAG Lic. No. 049978 A� DATE 06/15/22 '�" CNAL TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 EQUIPMENT SPECIFICATIONS & DETAILS A=5 ME ODC-2 PLUG (TYP OF 6) ODC-2 PLUG (TYP OF 6) ODC-2 PLUG (TYP OF 6) ODC-2 PLUG (TYP OF 6) 2 POWER CABLE 2 POWER CABLE 2 POWER CABLE HEX 19 N S SIDE A 500t50MM 400f50MM 300f50MM VE + LB Octo Passive Antenna L600 1.I L21 L700 U21 B41 2.5GHz 2xL19 NR+LTE GSM '10' Raa o 446C 1325+1365 1 PLUMBING DIAGRAM A 6 NOT TO SCALE Radio 4480 Bt2+67'. �ml IIL!I\!_,II SIDE B 250, 310, 370, 430MM 120±20 m w z TOTALLY CSC [MMTTEDD. C'3 z w NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 0 EIM(gb'R(�S� El 1:1 0 LiF U T-MOBILE NORTHEAST LLC J Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 1 z 11 VA72471 A COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE Li CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY REVISIONS 0 D= O U w D= z (D U) w 1 06/15/22 RFDS LTA c) 0 112/30/20211 FINAL CDs I JQG A 111/29/21 1 PRELIMINARYCDs I CDE REV I DATE I DESCRIPTION I BY 86MM 0 x 250MM LONG O STANDARD LABEL 3 U ®®® HYBRID CABLE WEIGHT 84002345 ® ® ATTENTION STANDARD LABEL 12/C #4 2.66LB/FT 3.95KG/M ® DO NOT TWIST g4087128 ®®® PULLING TUBE IZ 500t50MM 3 MAST RUNE co \ p�TH OF G� 620t50MM 6 POWER CLASSIC J ® CONDUCTORS 1000t50 Z c� 1 740t50MM 1060±50 O f�EN IIKAVIS SNAG 860t50MM 40MM TO 50MM 1 120±50 U)Lic. No. 049978 1180±50 LU �� DATE 06/15/22�' 980t50MM DIAMETER HYBRID COMMON DRAIN WIRE 200±50 ILL O�41 CABLES POSSIBLE 1240t50 � �SSICNAL s 1100t50MM 1300±50 a_L +TOLERANCE L +TOLERANCE PIN 1 J ` PIN 2 ODC-2 PLUG FRONT VIEW 500±50 5Mt.5M ALL CABLES ASSEMBLY TOLERANCE LENGTH +80 L < 5M +2% L 2 5M POWER LENGTH DIAMETER L S 60M 6MM2(10AWG) L 2 60M 1OMM2(8AWG) FIBER OPTIC RRH SIDE A SIDE B N0. ODC PLUG PIN PIN COLOR LCD BOOTS LENGTH RUBBER SIDE B GROMMETS 1 ODC-2 RED 1 B RED (SHORT BREAKOUT) 1000 t 50 2 A 2 _ GREEN GREEN 1060 t 50 1 2 q 3 OBLUE BLUE 1120 t 50 2 q 4 ODC-2LLOW YELLOW 1180 t 50 1 2 q 5 WHITE WHITE 1240 t 50 2 A 6 _ ODCBLACK BLACK 1300 t 50 1 2 A POWER RRH REF HuOK SIDE A SIDE B NO. WIRE COLOR CABLE DESIGNATOR WIRE COLOR 1 —48V BLACK RED RED OV GREY BLACK GROUND DRAIN COMMON DRAIN 2 —48V BLACK GREEN GREEN OV GREY WHITE GROUND DRAIN COMMON DRAIN 3 —48V BLACK BLUE BLUE OV GREY ORANGE GROUND DRAIN COMMON DRAIN MLE HYBRID CABLE (6 POWER/24 FIBER; NOT TO SCALE POWER RRH REF HOOK SIDE A SIDE B NO. WIRE COLOR CABLE DESIGNATOR WIRE COLOR 4 —48V BLACK YELLOW RED OV GREY BLACK GROUND DRAIN COMMON DRAIN 5 —48V BLACK WHITE GREEN OV GREY WHITE GROUND DRAIN COMMON DRAIN 6 —48V BLACK BLACK BLUE OV GREY ORANGE GROUND DRAIN COMMON DRAIN � II w w TRENT T. SNARR, P.E. Z 3 11 VA PROFESSIONAL ENGINEER LIC. #49978 n CABLING DETAILS & RF PLUMBING w w U) DIAGRAM w w 00 A=6 W W o NOTES: 1. CABLE INFORMATION IS SHOWN FOR ONLY (12) OF (24) FIBER PAIRS PER CABLE. REMAINING (12) PAIRS ARE SPARES WITH IDENTICAL COLOR CODES. 2. THE 4TH HYBRID CABLE IS NOT SHOWN BELOW. IT WILL BE DEDICATED TO THE PROPOSED AIR6449 UNITS. COLOR CODES WILL MATCH THE TABLES BELOW. Shentel Keep Hybrid Plumbing (4) 6x24 Hybrids TRUNK COLOR CODE PAIR # AIR/RRU END RBS END RADIO (TECHNOLOGY) AIR/RRU END COLOR CODE RBS END FIBER LABELS SECTOR ODC PIN PIN LC BOOT 1 Radio 4460 825CPRI1B66 (G19 1+ Mim ALPHA B2 G19 CPRI1 ALPHA 2 A 2 GREEN 1 B Radio 4460 625+B66 (L19 CPRI2) RED 1+ LC Boot Color ALPHA B25 L19 CPRI2 ALPHA 2 A 3 BLUE 1 B Radio 4460 B25+B66 (L21 CPRI3) RED 1+ LC Boot Color ALPHA B66 L21 CPRI3 ALPHA 2 A 4 YELLOW YELLOW Radio 44 0 BR245) B66 (121 + C Boot Colo ALPHA B66 L21 CPRI4 ALPHA 2 A 5 WHITE 1 B WHITE Radio 4460 6B66 (G19 CPRI1)I1) YELL LOW 1+ LC Boot Color BETA B2 G19 CPRI1 BETA 2 A r-1 Q 6 1 B Radio 4460 B25+B66 (1-19 CPRI2) YELLOW 1 + LC Boot Color BETA B25 L19 CPRI2 BETA 2 A w 7 RED WHITE 1 B RED WHITE Radio 4460 B25+B66 (1-21 CPRI3) YELLOW 1+ LC Boot Color BETA B66 L21 CPRI3 BETA 2 A 8 GREEN WHITE 1 B GREEN WHITE Radio 4460 B25+B66 (1-21 CPRI4) YELLOW 1+ LC Boot Color BETA B66 L21 CPRI4 BETA 2 A 9 BLUE WHITE WHITE Radio 4460 B25 B66 (GT- Coo GAMMA B2 G19 CPRI1 GAMMA 2 A 10 YELLOW WHITE 1 B YELLOW WHITE Radio 4460 B25+B66 (LBoot CPRI2) Color GAMMA B25 L19 CPRI2 GAMMA 2 A 11Boot WHITE WHITE 1BWHITE WHITE Radio 4460 B25+B66 (LBoot CPRI3) Color GAMMA B66 L21 CPRI3 GAMMA 2 A 12 WHITE 1 B Radio 4460 625+B66 (LB CPRI4) GAMMA B66 L21 CPRI4 GAMMA 2 A TRUNK COLOR CODE PAIR # AIR/RRU END RBS END RADIO (TECHNOLOGY) AIR/RRU END COLOR CODE RBS END FIBER LABELS SECTOR ODC PIN PIN LC BOOT 1 1 B RE Radio 4480 871+B85A CPR11 RED 2+ LC Boot Colo In Alpha 1-700/1-600 CPRI1 ALPHA 2 A 2 GREEN 1 B GREEN Radio 4480 B71+B85A CPRI2 RE + 844-tC9l2 Alpha N600 CPR12 ALPHA 2 A 3 BLUE 1 B B Radio 4480 B71+B85A CPR11 YELLOW 2 + LC Boot Color Beta L700/L600 CPRI1 BETA 2 A 4 YELLOW 1 B YELLOW Radio 4480 1371+885A CPRI2 YELLOW 2+ LC Boot Color Beta N600 CPRI2 BETA 2 A 5 WHITE 1 B WHITE Radio 4480 B71+B85A CPR11 BLUE 2 + LC Boot Color Gamma L700/L600 CPRI1 GAMMA 2 A N Q 6 1 B Radio 4480 B71+B85A CPRI2 BLUE 2 + LC Boot Color Gamma N600 CPRI2 GAMMA 2 A w 7 RED WHITE 1 B WHITE 2 A 8 GREEN WHITE 1 B WHITE 2 A 9 BLU WHITE 1 B WHITE 2 A 10 YELLOW WHITE 1 B YELLOW WHITE 2 A 11 WHITE WHITE 1 B WHITE WHITE 2 A 12 WHITE 1 B WHITE 2 A TRUNK COLOR CODE PAIR # AIR/RRU END RBS END RADIO (TECHNOLOGY) AIR/RRU END COLOR CODE RBS END FIBER LABELS SECTOR ODC PIN PIN LC BOOT 1 B A Radio 4460 B25+B66 (G19 CPRI1) RED 3 + L DELTA B2 G19 CPRI1 DELTA 2 7T1 2 GREEN 1 B A Radio 4460 B25+B66 (119 CPRI2) RED 3+ LC Boot Color DELTA B25 L19 CPRI2 DELTA 2 3 BLU 1 B A Radio 4460 B25+B66 (L21 CPRI3) YELLOW 3 + LC Boot Color DELTA B66 L21 CPRI3 DELTA 2 4 YELLOW 1 B YELLOW A Radio 4460 B25+B66 (1-21 CPRI4) YELLOW 3 + LC Boot Color DELTA B66 L21 CPRI4 DELTA 2 5 WHITE 1 B WHITE A Radio 4480 B71+B85A CPRI1 BLUE 3 + LC Boot Colo DELTA 1-700/1-600 CPRI1 DELTA 2 Q 6 1 B A Radio 4480 871+B85A CPRI2 BLUE 3 + LC Boot Color DELTA N600 CPRI2 DELTA 2 L1J Olf 7 WHITE 1 B WHITE A 2 8 GRIENJ WHITE 1 B WHITE A 2 9 BLUE WHITE 1 B WHITE A 2 10 YELLOW WHITE 1 B YELLOW WHITE A 2 11 WHITE WHITE 1 B WHITE WHITE A 2 12 WHITE 1 B WHITE A 2 DC Power PAIR # REF IN AIR/RRU END RADIO (TECHNOLOGY) SECTOR SPD LABELS HOOKUP LETTER 1 -48 A RED Radio 4460 B66aA ALPHA Alpha 4460 P1 OV B RED 2 -48 A GREEN Radio 4460 B25 ALPHA Alpha 4460 P2 OV B RED 3 -48 A BLUE Radio 4460 B66aA BETA Beta 4460 P1 OV B 4 48 A YELLOW Radio 4460 B25 BETA Beta 4460 P2 OV B 5 -48 A WHITE Radio 4460 B66aA GAMMA Gamma 4460 P1 OV B 6 -48 A Radio 4460 B25 GAMMA Gamma 4460 P2 OV B BLACK BLACK BLACK � 0 BLACK M ©�a BLACK BLACK BLACK BLACKBLACK .. . .. .�Delta 4460 . BLACK BLACK BLACK Omar BLACK HYBRID COLOR CODE DETAIL NOT TO SCALE Alpha RF Jumper Color Code Radio 4460 Radio 4480 port 1 port 2 port 3 port 4 port 1 port 2 port 3 port 4 rl rV M � Lf1 t.0 1`�- 00 0 0 0 0 0 0 0 0 w w w w w w w w Beta RF Jumper Color Code Radio 4460 Radio 4480 port 1 port 2 port 3 port 4 port 1 port 2 port 3 port 4 O O O O O O O O J J J J J J J J w w w w w w w w Gamma RF Jumper Color Code Radio 4460 Radio 4480 port 1 port 2 port 3 port 4 port 1 port 2 port 3 port 4 rl N M d Lf1 lD ll�- 00 w w w w w w w w J J J J J J J J m m m m m m m m Delta RF Jumper Color Code Radio 4460 Radio 4480 port 1 port 2 port 3 port 4 port 1 port 2 port 3 port 4 c-I N r'M Zt Ln 1-0 i\ 00 z z z z z z z z w w w w w w w w LU LU LU w LU LU LU LU Of cr- cc Of IY IY 1= cc Q) M W W z 3 z W z 0 00 z LU I_ W If 0 W CC z CD W IL Q rn z 0 U) LU IL d M LJ LU z 0 z W LU Lj- w U) ry- LU m z w W U) rtm TOTALLY COMMITTED NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 0 om(abo (e 0 0 0 T R T-MOBILE NORTHEAST LLC 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 VA72471 A COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/15/22 1 REDS I LTA 0 112/30/20211 FINAL CDs I JOG A 1 11/29/21 1 PRELIMINARY CDs I CDE REV I DATE I DESCRIPTION I BY PLTH OF l� rNT ISSNAG Lic. No. 049978 1� DATE 06/15/22' O of"CNAL TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 HYBRID COLOR CODES A=7 m. PROPOSED 120/240V 200A PPC W/ 24 SPACES E E PROPOSED (3) #3/0 + (1) #6G 4P IN 2" CONDUIT FROM EXISTING 150A METER & DISCONNECT PROPOSED E 4P-150A BREAKER 1P PROPOSED 20A 1P-20A BREAKER E m m E E (1) 1 "0 LIQUIDTITE CONDUIT & LB FROM BOTTOM OF 6160 TO EXISTING TELCO/AAV CABINET FOR FIBER & CAT5 CONNECTIONS PROPOSED 6160 ENCLOSURE —F F F E E E E E E E (1) 2"0 (3)#1 /0 1 POWER DIAGRAM E-1 NOT TO SCALE NOTE: PANEL SCHEDULE IS SHOWN WITH PROPOSED CIRCUITS ONLY. EXISTING 12 SPACE PPC DOES NOT HAVE ADEQUATE SPACE. AFTER CUT OVER, ALL REMAINING ACTIVE CIRCUITS TO BE MIGRATED TO PROPOSED PPC & EXISTING PPC TO BE REMOVED. CONDUIT WITH + (1)#6G (1) 2"0 LIQUIDTITE CONDUIT FROM TOP OF PROPOSED 6160 CABINET TO TOP OF PROPOSED 8160 BATTERY CABINET PROPOSED B160 BATTERY CABINET (1) 1/2"0 CONDUIT WITH (2)#12 AWG + (1)#12G FOR PROPOSED 6160 GFCI PPC PANEL MAIN BREAKER RATING (A): 200 SYSTEM VOLTAGE (V): 240 PHASE: 1 WIRE: 3 BRANCH CB: 24 C K T CIRCUIT DESCRIPTION WATTAGE POLE B R K LOAD PER PHASE B R K POLE WATTAGE CIRCUIT DESCRIPTION C K T C NO A B NO C 1 TVSS 0 0 2 60 0 0 0 2 3 0 0 0 0 0 4 5 *6160 3285 0 4 150 3285 0 0 6 7 3285 0 3285 0 0 8 9 3285 0 3285 0 0 10 11 3285 0 3285 0 0 12 13 **6160 GFCI 0 180 1 20 180 0 0 14 15 0 0 0 0 0 16 17 0 0 0 0 0 18 19 0 0 0 0 0 20 21 0 0 0 0 0 22 23 0 0 0 0 0 24 TOTAL LOADS PER PHASE 1w NOTES 6750 6570 *INSTALL (1) NEW 4P-150A BREAKER FOR PROPOSED 6160 **INSTALL (1) NEW 1P-20A BREAKER FOR PROPOSED 6160 GFCI ***WATTAGE SHOWN FOR PROPOSED EQUIPMENT CABINETS) ARE BASED ON THE CONNECTED EQUIPMENT PER THE LATEST RFDS SUBTOTAL CONTINUOUS 125% TOTAL CONTINUOUS (VA) 16425 13140 100% TOTAL NON —CONTINUOUS (VA) 180 SUBTOTAL NON —CONTINUOUS TOTAL AMPS 69.19 180 TOTAL CONNECTED LOAD (KVA) 16.61 SPARE CAPACITY (A) 130.81 PROPOSED PANEL SCHEDULE NOT TO SCALE m w w z 3 z w z O Q o= O z w I— Ir 0 O w z (.D w a- Q cn z O U) w IL m 0- m w w z C7 Z w LU w U) Ir Lu CID W w U) TOTALLY C(CMMTTEDD. NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 T �m0b0�0 0 T-MOBILE NORTHEAST LLC 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 COMMONWEALTH NB+C PROJECT #100838 345 GREENBRIER DRIVE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/15/22 1 RFDS I LTA 0 112/30/20211 FINAL CDs I JQG A 1 11/29/21 1 PRELIMINARY CDs I CDE REV I DATE I DESCRIPTION I BY PLTH OF � rNT ISSNAG Lic. No. 049978 1� DATE 06/15/22' L� stCiVAi TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 ELECTRICAL DETAILS Emi TM W z TOTALLY COMMITTED. 3 z W NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 ALPHA BETA GAMMA GLEN (84) 48 04) 548EN, VA 23059 -4079 fr z lb z Of z m z fr z lb z Z a w °' w a w °' w a w °' w U T-MOBILE NORTHEAST LLC w Z Z to to w Z (D Z J fr Q I Q it a a a a_ 324 O Q NORFOLK,VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 RRU RRU RRU z VA72471 A COMMONWEALTH RRU RRU RRU m NB+C PROJECT #100838 345 GREENBRIER DRIVE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY #6G WIRE FROM EQUIPMENT °°°■° ° ° TO GROUND BAR TYP °°°o°o°o0°o°o°o °O°°°°°°°°° °°°o °o °oT°o°o°o REVISIONS EXISTING SECTOR GROUND BAR (TYP) 0 1 Ir ANTENNA GROUNDING DETAIL G 1 NTS z C3 W � 1 06/15/22 RFDS LTA 0 12/30/2021 FINAL CDs JQG A 11/29/21 PRELIMINARY CDs CDE PROPOSED 6160 REV DATE DESCRIPTION BY EQUIPMENT CABINET PROPOSED 8160 BATTERY CABINET Q PLTH OF T � O z O BEN " TIRAVIS SNAP u) Lic. No. 049978 w A� DATE 06/15/22 p(XVAL TYPE TA TYPE VN TYPE NC TYPE SS TYPE W TYPE VS PROPOSED #2 AWG GREEN w INSULATED, STRANDED GROUND WIRE z TRENT T. SNARR, P.E. TO MASTER GROUND BAR PER EXISTING MASTER GROUND BAR VA PROFESSIONAL ENGINEER LIC. #49978 MANUFACTURER SPECIFICATIONS (TYP) AT T—MOBILE EQUIPMENT AREA Lz TYPE VB TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL TO BE UTILIZED (TYP) 2 GROUNDING CONNECTION DETAILS 3 CABINET GROUNDING DIAGRAM G-1 NOT TO SCALE G 1 NOT TO SCALE W GROUNDING Ll LU GROUNDING LEGEND U) DETAILS MECHANICAL COMPRESSION CONNECTION CADWELD CONNECTION • EXOTHERMIC WELD CONNECTION w PROPOSED GROUND WIRING 00 1 EXISTING GROUND WIRING z � w W cn