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HomeMy WebLinkAboutSE202300002 Correspondence 2023-02-01 (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: 68341/WA68SH341 SHENTEL SITE NAME: BELLAIR SCOPE OF WORK TE]IFE-1 11 1:1 • TM Uj O • � W z TOTALLY CCMMiTTEDD. ❑ ❑ ❑ Z NB+ENGINEERING SERVICES, LLC. Know what's below. LD 120 EASTSHORE DRIVE, SUITE 300 Call before you dig. GLEN ALLEN, VA 23059 E:� �_D F__' (e (804) 548-4079 SHENTEL KEEP PROJECT CONFIGURATION: 67E5D998E 6160 (NO GSM) (RAN) / 67E5998E_1xAIR+1OP (A&L) TOWER: 1. REMOVAL OF (3) EXISTING SHENTEL ANTENNAS 2. INSTALLATION OF (3) NEW T-MOBILE COMMSCOPE FFVV-65A-R2-V1 ANTENNAS @ POSITION 1 3. INSTALLATION OF (3) NEW T-MOBILE ERICSSON AIR 6449 B41 ANTENNAS @ POSITION 2 4. REMOVAL OF (7) EXISTING SHENTEL RRUs 5. INSTALLATION OF (3) NEW T-MOBILE ERICSSON 4480 B71+B85 RRUs 6. INSTALLATION OF (3) NEW T-MOBILE ERICSSON 4460 B25+B66 RRUs 7. INSTALLATION OF (4) NEW T-MOBILE 6x24 HYBRID CABLES 8. REMOVAL OF EXISTING SHENTEL COAX/FEEDLINES 9. INSTALLATION OF (2) NEW T-MOBILE ANTENNA MOUNTS 10. PROPOSED EQUIPMENT TO BE PAINTED TO MATCH TOWER - COLOR IS SHERWIN WILLIAMS UMBRA BROWN 8W400B (INDUSTRIAL AND MARINE COATING) GROUND: 8. REMOVAL OF EXISTING SHENTEL EQUIPMENT CABINET 9. REMOVAL OF EXISTING SHENTEL FIBER DISTRIBUTION BOX 10. INSTALLATION OF (1) NEW T-MOBILE ERICSSON 6160 ENCLOSURE & (1) NEW ERICSSON B160 BATTERY CABINET 11. INSTALLATION OF (3) NEW RP 6651 INSIDE NEW ENCLOSURE 12. INSTALLATION OF (1) IXRE ROUTER & (1) PSU 4813 INSIDE NEW ENCLOSURE SITE INFORMATION LATITUDE (NAD 83): 38.038600920 LONGITUDE (NAD 83):-78.527099610 JURISDICTION: ALBEMARLE COUNTY ZONING DESIGNATION: R1 - RESIDENTIAL GROUND ELEVATION: 554.46'± (AMSL) PARCEL NUMBER: 076CO-02-00-00300 PARCEL AREA: 1.22± ACRES PARCEL OWNER: HOLMES, DAVID L OR CAROLYN C ASH LAWN 18 DEER PATH ROAD CHARLOTTESVILLE. VA 22903 STRUCTURE TYPE: STRUCTURE HEIGHT: CONSTRUCTION TYPE USE GROUP: MONOPOLE 99--0" (AGL) T=MOBILE SITE NUMBER: VA72520A T=MOBILE SITE NAME: BELLAIR 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY VICINITY MAP ALLARD RIDGE 601 Barrar% Raising Ca Chicken Fin QUEEN FLORDON CHARLOTTE COVEY HILL St. Anne's-Belfield 0 Barracks Bodds Bagels School Belfield Campus sss 280 l�Y 677 '�y Barrac v Ivy NurseryQ The Market at Bellair Shopp Sedona Taphouse � _ o Boar's Head Resort 9 p Administrative Offices 1019 of the Charlottesville... 302 sot r am Old ■ 25o yqo Birdwood Golf Course EDNAM soe 846 POPLAR GLEN VENABLE BELLAIR SITE LEWIS e MOUNTAIN Dai Charl eoe 3 A The Rotunda 19 soe LIBERTY HILLS University UVA Un 0 of Virginia ® Scott Stadium © Z Uj Ragged Mountain 820 JEFFERSON Natural Area PARK AVENUE BUCKINGHAM © Ragged Mountain Nature Area 7oz FI 7oz 93 Q Fontaine Research Park 7oz �e P 782 U ze JOHNSON 1 —1o6l Rivanna Trail Sunset VILLAGE Drive Trailhead © FRY'S SPRING h� 781 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: SHENTEL SITE NUMBER: TWR-000485 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 A-8 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 0 0 z LU I_ If 0 0 Z (D W IZ Q Z 0 cn w u_ M M LU LU z 0 z LU J LU rn M LU m z w LU cn T ❑ ❑moboR(e❑ ❑ ❑ T-MOBILE NORTHEAST LLC 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 06/14/22 RFDS JQG 0 05/24/22 FINAL CDs JOG A 11/10/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY PLTH OF � rNT ISSNAG Lic. No. 049978 A� DATE 06/14/22' TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 TITLE SHEET T=1 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 TTED. 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 VA72520A PERMITTED. ALL HOLES IN BEARING PLATES SHALL BE DRILLED. o Q BELLAIR 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. 20 DEER PATH LANE z 8. ALL BOLTS SHALL BE TIGHTENED USING TURN -OF -THE -NUT METHOD PER AISC SPECIFICATIONS Li CHARLOTTESVILLE, VA 22901 USING STANDARD HOLES. 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 06/14/22 RFDS JQG 0 0 05/24/22 FINAL CDs JQG A 11/10/21 PRELIMINARYCDs CDE REV DATE 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 C m z 0 x EXISTING 70' ACCESS/UTILITY EASEMENT / EXISTING GRAVEL ACCESS DRIVE i � I i EXISTING T-MOBILE (SHENTEL) 15XI8.8' LEASE AREA EXISTING 99'-0" MONOPOLE LINE EXISTING PER� - 276.0" ' m J 1 4692.0" � I �1 HOLMES, DA AID L OR CAROL YN C ASH LAWN PARCEL ID# 076CO-02-00-OOJOO ZONING: RI RESIDENTIAL AREA: 1.22E ACRES EXISTING 1 BUILDING 1 EX/ST//yG _ pROPERT>- L/NE _ 1 � 1 EXISTING BUILDING I I EXISTING BUILDING I I I 1 SITE PLAN Z-1 SCALE: 1" = 40' (22X34) SCALE: V = 80' (11X17) GRAPHIC SCALE 40 0 20 40 80 1 INCH = 40 FEET (22X34) 1 INCH = 80 FEET (11X17) 160 LEGEND ------- PROPERTY LINE — SUBJECT PARCEL ------- PROPERTY LINE — ABUTTERS EXISTING ROAD EXISTING FENCE PROPOSED EASEMENT ------- PROPOSED LEASE AREA 10161111[e7lmIDH11[e PROPOSED FENCE ZONING INFORMATION JURISDICTION: ALBEMARLE COUNTY ZONING: R1 DIMENSION EXISTING± PROPOSED± FRONT YARD SETBACK: SIDE YARD SETBACK: REAR YARD SETBACK: 4692.0' 6480.0' 276.0' - - - LOT AREA: 1.22: AC (ALL MEASUREMENTS ARE IN FEET± UNLESS OTHERWISE NOTED) NOTES: 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. m Lu w z 3 z Lu Z 0 Q o= 0 z LLJ D_ Q Z 0 cn W w LL D_ m Lu LU z C7 Z LU LU LU U) rr W CID z w Lu U) ►tm 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 RR T-MOBILE NORTHEAST LLC 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/14/22 I RFDS I JQG I 0 05/24/22 FINAL CDs JQG I I A 11/10/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY PLTH OF � rNT ISSNAG Lic. No. 049978 A� DATE 06/14/22' l!iIOzlvSICNAL . TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 SITE PLAN Zmi TM LLJ o= z TOTALLY CCMMiTTEDD. 3 z LU NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 C m z 0 i x z T o 1:1mObOe1:1 0 0 EXISTING T-MOBILE (SHENTEL) Q ICE BRIDGE U T-MOBILE NORTHEAST LLC (SEE SHEET C-2 FOR DETAILS) Q 324 MADISON MEWS NORFOLK, VA 23510 EXISTING T-MOBILE (SHENTEL) OFFICE: (757) 453-6907 I FAX: (757) 589-0904 15 X 18.8' LEASE AREA I — — — — — — — EXISTING LANDSCAPE TIMBERS I II z VA72520A BELLAIR I NB+C PROJECT #100838 I I PROPOSED T-MOBILE EQUIPMENT ° 20 DEER PATH LANE (SEE SHEET C-2 FOR DETAILS) w CHARLOTTESVILLE, VA 22901 - I I `75 ALBEMARLE COUNTY I I II O 0 �I 0 '' I REVISIONS EXISTING 99'-0' MONOPOLE I I I � GRA I/EL SURFACE / / / I I � I z I I C7 \ i I 0 1 06/14/22 RFDS JQG I I 0 05/24/22 FINAL CDs JQG A 11/10/21 PRELIMINARYCDs CDE II REV DATE DESCRIPTION BY ------- EXISTING T-MOBILE (SHENTEL) I I Q �'yTH OF 200A PPC ON EXISTING I I J o UTILITY H-FRAME I I EXISTING T-MOBILE (SHENTEL) I z0 BEN " TIRAVIS SNAP METER &DISCONNECT. I I w A� DATE 06/14978 2C G.C. TO CONFIRM L J DISCONNECT IS 200A. LL 0 o��ssl(IVAI o= EXISTING w HAND HOLE z TRENT T. SNARR, P.E. 0 VA PROFESSIONAL ENGINEER LIC. #49978 z W J COMPOUND GRAPHIC SCALE L] 1 COMPOUND PLAN 4 2 2 � PLAN C-1 SCALE: 1/2" = 1' (22X34) SCALE: 1/4" = 1' (11X17) 1/2 INCH = 1 FOOT (22X34) 1/4 INCH = 1 FOOT (11X17) Iz W m z _ 1 w w cn ELM �1 C m z 0 x EXISTING 99' MONOPOLE EXISTING LANDSCAPE TIMBERS EXISTING SHENTEL FIBER DISTI BOX ON EXISTING UTILITY 1- (TO BE RI (2) EXISTING SHENTEL CABLES RUN ALONG G.C. TO CONFIRM DISCONNECT IS 200A. GRAPHIC SCALE 1 EXISTING EQUIPMENT PLAN 4 2 2 C 2 SCALE: 1/2" = 1' (22X34) SCALE: 1/4" = 1' (11X17) 1/2 INCH = 1 FOOT (22X34) 114 INCH = 1 FOOT (11X17) EXISTING SHENTEL STEEL PLINTH EXISTING SHENTEL ICE BRIDGE EXISTING SHENTEL EQUIPMENT CABINET (TO BE REMOVED) EXISTING 99' MONOPOLE EXISTING LANDSCAPE TIMBERS NOTE: 1. FINAL LOCATION OF PROPOSED EQUIPMENT CABINETS TO BE DETERMINED IN THE FIELD BY THE G.C. 2. PROPOSED EQUIPMENT CABINETS TO BE PAINTED TO MATCH. (4) PROPOSED T—MOBILE G.C. TO CONFIRM DISCONNECT IS 200A. GRAPHIC SCALE 2 PROPOSED EQUIPMENT PLAN 4 2 2 C 2 SCALE: 1/2" = 1' (22X34) SCALE: 1/4" = 1' (11X17) 1/2 INCH = 1 FOOT (22X34) 1/4 INCH = 1 FOOT (11X17) 4 EXISTING T—MOBILE (SHENTEL) STEEL PLINTH EXISTING T—MOBILE (SHENTEL) ICE BRIDGE PROPOSED T—MOBILE B160 BATTERY CABINET PROPOSED T—MOBILE 6160 CABINET m w w z 3 z w z 0 Q rr 0= 0 11 z w I— w O O w w z c.� W w w Q cn z 0 cn 07 w w m D- D= w w z 0 z w w Lj- w U) Ir w CID w w U) TOTALLY C(CMMiTTEDD. 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 VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/14/22 1 RFDS I JQG I 0 05/24/22 FINAL CDs JQG I I A 11/10/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY PLTH OF � rNT ISSNAG Lic. No. 049978 A� DATE 06/14/22' liiOzlvSICNAL . TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 EQUIPMENT PLANS C=2 GENERAL ANTENNA NOTES 1. ALL ANTENNAS TO BE FURNISHED WITH DOWNTILT BRACKETS. CONTRACTOR IS TO COORDINATE AND VERIFY THE PROPOSED DOWNTILTS WITH SPRINT 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 SPRINT REPRESENTATIVE. 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) (SITE PF (6) PROPOSED T—MOBILE ANTENNAS /cry curry e , e_ a n% m o= LLJ z TOTALLY COMMITTED 0 W NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804)548-4079 m 0 EIM(ob'Ra El 1:1 0 U T-MOBILE NORTHEAST LLC J w Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 z II VA72520A BELLAIR NB+C PROJECT #100838 ° 20 DEER PATH LANE z 1--CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY REVISIONS 0 EL 0 0 w D= z 0 U) W 1 06/14/22 RFDS JQG 0 0 05/24/22 FINAL CDs JQG A 11/10/21 PRELIMINARYCDs CDE REV I DATE I DESCRIPTION I BY o_ Q c~n z OU) CTAVIS wLL 0- 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 • LU w co 1� C= 3 Know what's below. z Call before you dig. _ U) EXISTING 99'-0" EXISTING SHENTEL ANTENNA TO BE REMOVED (1 PER SECTOR, 3 TOTAL) EXISTING SHENTEL RRU TO BE REMOVED (7 TOTAL) m EXISTING St MOUNT TO BE REPLACED 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) PROPOSED T-MOBILE ANTENNA COMMSrrnoF _ P79NAi_a9;e_R')_v1 EXISTING 99'-0" MONOPOLE G AZ_280- NOTE: CONTRACTOR TO MAKE SURE THE SAFETY CLIMB IS NOT DAMAGED WHEN SWAPPING THE MOUNTS. CONTRACTOR WILL MAKE SURE THE CABLE IS NOT AGAINST THE MOUNTS OR MOUNT HARDWARE. -MOBILE RADIO 4480 B71+B85 -OR, 3 TOTAL) PROPOSED T-MOBILE ANTENNA ERICSSON - AIR6449 B41 (1 PER SECTOR, 3 TOTAL) PROPOSED T-MOBILE RADIO ERICSSON - 4460 B25+B66 (1 PER SECTOR, 3 TOTAL) RM (SEE SHEET A-4 FOR DETAILS) KIT OR EQUIVALENT) m w w z 3 z w z 0 rr o= 0 LL z w I_ W If O w z c.� W w w Q cn z 0 cn co w w m 0- D= w w z 0 z w APPROX APPROX J TRUE NORTH TRUE NORTH � 2 PROPOSED ANTENNA ORIENTATION PLAN w A 1 NOT TO SCALE rr w CID w w cn TOTALLY COMMITTED 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 VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/14/22 I RFDS I JOG I 0 05/24/22 FINAL CDs JOG I A 11/10/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY PLTH OF � rNT ISSNAG Lic. No. 049978 A� DATE 06/14/22' ll�OzlvSICNAL . TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 ANTENNA ORIENTATION PLANS Am 1 ►tm ANTENNA SCHEDULE ANTENNA ANTENNA ANTENNA DIMENSIONS RRU QUANTITY TMA/DIPLEXER CABLE CABLE MANUFACTURER MODEL & MODEL QUANTITY & MODEL QUANTITY & TYPE LENGTH • • .. . . PROPOSED :. '... PROPOSED HYBRI1 CABLE PROPOSED ... "x20.5"x8.5- FLEX CABLE (SHARED33.1 WITH ALL SECTORS) (1) PROPOSED 4460 B25+B661 (1) PROPOSED (6x24) - • • 1 • -. • •• • • HYBRID CABLE (1) PROPOSED 4460 B25+B661 (1) PROPOSED (6x24) 33.1"x20.5"x8.5- _==== 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 COMMITTED c� z W NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 T 0 EIM(ab'Ra El 1:1 0 U T-MOBILE NORTHEAST LLC J D_ Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 z II VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY REVISIONS 0 If O O W 0 w 1 06/14/22 RFDS JQG 0 05/24/22 FINAL CDs JQG A 11/10/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY a- Q �I�z PTAVIS SNAROcn 78Ui /22 '0 L II W W TRENT T. SNARR, P.E. z (D 1 1 VA PROFESSIONAL ENGINEER LIC. #49978 >R ANTENNA co I I SCHEDULE Ir W CID A=2 z w W cn ELM I 9.25" - 0 a 00 N z@ t rn SIDE 25.20" PLAN MECHANICAL SPECIFICATIONS COMMSCOPE: FFW-65A-R2-V1 HEIGHT: 48.19 IN WIDTH: 25.20 IN DEPTH: 9.25 IN WEIGHT: 73.193 LBS FRONT COMMSCOPE PANEL ANTENNA I0[0lsC�LYNG1lAII 8.5" - M M 20.5" �{ I~ 20.5" I•_" MECHANICAL SPECIFICATIONS ERICSSON: AIR6449 B41 HEIGHT: 33.1 IN LENGTH: 20.5 IN SIDE FRONT WIDTH: 8.5 IN WEIGHT: 101.6 LBS MOUNTING KIT: SXK 109 2065/1 WEIGHT: 13.0 LBS 3 A-3 ERICSSON PANEL ANTENNA NOT TO SCALE PROPOSED 2"0 SCH 40 PIPE (2-3/8" O.D.) X _.._ MOUN ANTENNA MANUF MOUNTING BRA( PROPOSED RRU PROPOSED RRU 4460 PROPOSED ANTENNA ANTENNA MOUNTING DETAIL Q[Qm1101110fa7_110 PROPOSED 2"0 SCH 40 PIPE (2-3/8" O.D.) X 8' LONG MOUNTING PIPE PROPOSI MANUFACTUREF MOUNTII BRACKET (TY POWER/FIB JUMPER CAB 4 ) ANTENNA MOUNTING DETAIL A-3 NOT TO SCALE PROPOSED ERICSSON AIR6449 B41 ANTENNA 0= w w z z Lu z O a D- O LL z w 0 rr O 0 w D= z c� w n o_ a z O co w LL o_ 0= w w z_ CD z w LU H w 2 co Ir w co z w co NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804)548-4079 OiF❑ ❑m(gbU ❑ ❑ ❑ T-MOBILE NORTHEAST LLC 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/14/22 1 RFDS I JQG 0 05/24/22 FINAL CDs JQG I A 11/10/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY �P� F L I�f T AVIS SNAR Lic. No. 049978 DATE 06/1,4/2,A2' TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 ANTENNA SPECIFICATIONS & DETAILS A=3 ME N1nTF FOR POLE SIZES 28" TO 42" DIAMETER ORDER SEPARATELY PART # "LP-42" 10-3/4" Mop MAY BE ADJUSTED AS REQUIRED 0° - 300 \�" 7 LJ LJ LJ PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 3 X-210717 STANDOFF BRACKET WELDMENT 28.58 85.74 2 6 X-ATB PIPE ATTACHMENT BRACKET 10.68 64.10 3 12 X-UB1358 1/2" X 3-5/8" X 5-1/2" X 3" U-BOLT (HDG.) 0.77 9.27 3 12 X-UB1300 1/2" X 3" X 5" X 2" U-BOLT (HDG.) 0.70 8.40 3 12 X-UB1212 1/2" X 2-1/2" X 4-1/2" X 2" U-BOLT (HDG.) 0.63 7.56 4 24 G12FW 1/2" HDG USS FLATWASHER 0.03 0.82 5 24 G12LW 1/2" HDG LOCKWASHER 0.01 0.33 6 24 G12NUT 1/2" HDG HEAVY 2H HEX NUT 0.07 1.72 7 24 G5802 5/8" x 2" HDG HEX BOLT GR5 0.27 6.52 8 23 G58FW 5/8" HDG USS FLATWASHER 0.07 1.62 9 35 G58LW 5/8" HDG LOCKWASHER 0.03 0.91 10 35 G58NUT 5/8" HDG HEAVY 2H HEX NUT 0.13 4.55 11 3 X-UGLM MINI RING MOUNT WELDMENT 21.67 65.00 12 6 G58R-24 5/8" x 24" THREADED ROD (HDG.) 2.09 12.54 12 6 G58R-14 5/8" x 14" THREADED ROD (HDG.) 1.22 7.32 TOTAL WT. # 276.40 2-3/8" TO 3-1/2" O.D. PIPE (ORDER SEPARATELY) TOLERANCE NOTE TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (± 0.030") DRILLED AND GAS CUT HOLES (± 0.030") - NO CONING OF HOLES LASER CUT EDGES AND HOLES (± 0.010") - NO CONING OF HOLES BENDS ARE ± 1/2 DEGREE - ALL OTHER MACHINING (± 0.03011) ALL OTHER ASSEMBLY (± 0.060") A REPLACED X-210746 WITH X-ATB 4779 CEK 1/5/2012 PROPRIETARY NOTE REV DESCRIPTION OF REVISIONS CPD BY DATE THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONT INDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT REVISION HISTORY THE CONSENT OF VALMONT INDUSTRIES IS STRICTLY PROHIBITED. 71918110 IN DESCRIPTION ANTENNA MOUNT- MONOPOLE (14-1/2" STANDOFF) DRAWN BY CPD NO. DRAWING USAGE CEK 1/4/2012 4779 CUSTOMER ENG. APPROVAL CHECKED BY BMC 1/6/2012 SITE PRO 1 #UWS6-NP MOUNT DETAIL NOT TO SCALE SITE A vabyKat T coMPANY U Engineering Support Team: 1-888-753-7446 c U Locations: New York, NY Atlanta, GA Los Angeles, CA Plymouth, IN Salem, OR Dallas, TX PART NO. UWS6-NP F� OD DWG. NO. T m UWS6-NP rr w W z 3 z Li n rr O 0 Lrr I z 0 CIO LU 0 a_ Q cn z O uD co w ILL O IL rr LLJ _w z (D z LU w J w w z U) rr Lu co z W W U) 707ALLY COMMWED. NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 LiF❑ ❑OIUJa8 ❑ ❑ ❑ T-MOBILE NORTHEAST LLC 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/14/22 1 RFDS I JQG I 0 1 05/24/22 I FINAL CDs I JQG I A 111/10/21 1 PRELIMINARYCDs I CDE I REV I DATE I DESCRIPTION I BY p�TH OF G 3 tEN T AVIS SNAG Lic. No. 049978 LA LA DATE 06/14/22 TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 ANTENNA MOUNT DETAILS A=4 ►tm i 26.00" 11.9" SIZE AND WEIGHT TABLE RRU HEIGHT WIDTH DEPTH WEIGHT W/0 BRACKET RADIO 4460 825+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 34.00" 8.00 � 26.00 PLAN VIEW WEIGHT: 320±LBS WITHOUT EQUIPMENT 605±LBS FULLY LOADED 6160 ENCLOSURE CABINET NOT TO SCALE O U 0zz �� = z� � � U O N O O C6 FRONT ELEVATION SIZE AND WEIGHT TABLE 7.5" n ►� N SIDE ELEVATION RRU HEIGHT WIDTH DEPTH WEIGHT W/0 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. ERICSSON REMOTE RADIO UNIT (RRU NTS i 26.00" 2 26.0" " 26.00" w U zo J U FRONT ELEVATION SIDE ELEVATION B160 BATTERY CABINET NOT TO SCALE PLAN VIEW WEIGHT: 295±LBS WITHOUT EQUIPMENT 1883±LBS FULLY LOADED m w w z 3 z w z O Q o= O LL z w I- a- Q c~n Z _O U) co w IL m 0- m w w z C7 Z w LU w U) Ir w m z w w U) 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 VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 06/14/22 RFDS JQG 0 05/24/22 FINAL CDs JQG A 11/10/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY I PLTH OF � rNT ISSNAG Lic. No. 049978 A� DATE 06/14/22illa.' SICNAL 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 e PIN 1 J ` PIN 2 ODC-2 PLUG FRONT VIEW VE + LB m wo w z TOTALLY C COIA TTEDD. Psssire 3 ,Vrbanns z w NB+C ENGINEERING SERVICES, LLC. L600 120 EASTSHORE DRIVE, SUITE 300 L21 GLEN ALLEN, VA23059 (804) 548-4079 . esFJW9 L7 0 0 WTI B41 w 2xL19 I �V�i�is GSM cc ``,, - O °i°❑❑/00o� U19 ;� O❑❑❑ I z T-MOBILE NORTHEAST LLC J Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 SIDE A Rao -,�io FAX: (757) 589-0904 4460 625+866 4480 B'2+B71 500t50MM � ; z VA72520A J u g BELLAIR NB+C PROJECT #100838 Tcp 20 DEER PATH LANE ----— — -- .------------ — GrOurn^ w CHARLOTTESVILLE, VA 22901 400f50MM ALBEMARLE COUNTY 9x1 0 REVISIONS 1 PLUMBING DIAGRAM A-6 NOT TO SCALE SIDE B 300f50MM 250, 310, 370, 430MM 120t20 O U w o= �{ 12.4 � 3 z w 1 06/14/22 RFDS JQG 0 05/24/22 FINAL CDs JQG A B 200t50MM 3 NT VIEW A 11/10/21 PRELIMINARYCDs CDE LC DUPLEX FRO REV DATE DESCRIPTION BY 86MM 0 x 250MM LONG O STANDARD LABEL 3 ®®® HYBRID CABLE WEIGHT 84002345 ; ® ® ATTENTION LABEL LA 12/C #4 2.66LB/FT 3.95KG/M ® DO NOT TWIST STANDARD NDARD LA ®®® PULLING TUBE 500t50MM 28 3 MASTERLNE co \ pVTH OFDIVIDER < DIVIDER I G� 6 POWER CLASSIC 620t50MM J ® CONDUCTORS 1000t50 Z c� 1 740t50MM 1060±50 O REN IIKAVIS SNAG 860t50MM 40MM TO 50MM 1120±50 Lic. No. 049978 1180±50 w DATE 06/ �� 14�5 w ' DIAMETER HYBRID COMMON D 980t50MM RAIN WIRE 200±50 O� CABLES POSSIBLE 1240t50 � �SSIOVAL 1100t50MM 1300±50 a_L +TOLERANCE L +TOLERANCE 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-WLLOWiBD YELLOW 1180 t 50 1 5 WHITE WHITE 1240 t 50 6 _ ODCBLACK BLACK 1300 t 50 1 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 HDOK 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 o= I I w w TRENT T. SNARR, P.E. z (D I I VA PROFESSIONAL ENGINEER LIC. #49978 n CABLING DETAILS & RF PLUMBING w w U) DIAGRAM w w co A=6 W W o NOTE: CABLE INFORMATION IS SHOWN FOR ONLY (12) OF (24) FIBER PAIRS PER CABLE. REMAINING (12) PAIRS ARE SPARES WITH IDENTICAL COLOR CODES. Shentel Keep Hybrid Plumbing (3) 6x24 Hybrids TRUNK COLOR CODE PAIR # AIR/RRU END RBS END RADIO (TECHNOLOGY) AIR/RRU END COLOR CODE RBS END FIBER LABELS SECTOR ODC PINNA LC BOOT 1 1 Radio 4460 B25 B66 (GI ALPHA B2 G19 CPRI1 ALPHA 2 GREEN 1 Radio 4460 B25+B66 (L19 CPRI2)3 RED 1+ LC Boot Color ALPHA B25 L19 CPRI2 ALPHA 2 BLUE 1 Radio 4460 B25+B66 (L21 CPRI3) RED 1 + LC Boot Color ALPHA B66 L21 CPRI3 ALPHA 2 4 YELLOW A YELLOW Radio 4460 BR245)+B66 (L21 RED 1+ LC Boot C, ALPHA B66 L21 CPRI4 ALPHA 2 5 WHITE 1 B WHITE A Radio 4460 B25+B66 (G19 CPRI1) YELLOW 1+ LC Boot Color BETA B2 G19 CPR11 BETA 2 0 6 � 1 B A Radio 4460 B25+B66 (L19 CPRI2) YELLOW 1 + LC Boot Color BETA 625 L19 CPRI2 BETA 2 w 7 RED WHITE 1 B WHITE A Radio 4460 B25+B66 (L21 CPRI3) YELLOW 1+ LC Boot Color BETA B66 L21 CPRI3 BETA 2 8 GREEN WHITE 1 B WHITE A Radio 4460 B25+B66 (1-21 CPRI4) YELLOW 1+ LC Boot Color BETA B66 L21 CPRI4 BETA 2 9 BLUE WHITE 1 A WHITE Radio 4460 B25 B66 (G19 GAMMA B2 G19 CPRI1 GAMMA 10 YELLOW WHITE 1 B YELLOW WHITE A Radio 4460 B25+B66 (1-19 CPRI2) BLUE 1+ LC Boot Color GAMMA B25 L19 CPRI2 GAMMA 2 11 WHITE WHITE 1 B WHITE WHITE A Radio 4460 825+866 (1-21 CPRI3) BLUE 1+ LC Boot Color GAMMA B66 L21 CPRI3 GAMMA 2 12 WHITE 1 B WHITE A Radio 4460 B25+1366 (L21 CPRI4) GAMMA B66 L21 CPRI4 GAMMA 2 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 RED11 A B RE CPRI1 Radio 4480 B71+B85A RED 2 + LC Boot Color Alpha 1-700/1-600 CPRI1 ALPHA 2 2 GREEN 1 2 B REEN A Radio 4480 B71+B85A CPRI2 + LC Boot Colo AlphaN600CPRI2 ALPHA 3 B 1 B B A Radio 4480 871+B85A CPRI1 YELLOW 2 + LC Boot Color Beta L700/L600 CPRI1 BETA 2 4 YELLOW 1 B YELLOW A Radio 4480 B71+B85A CPRI2 YELLOW 2+ LC Boot Color Beta N600 CPRI2 BETA 2 5 WHITE 1 B WHITE A Radio 4480 B71+B85A CPRI1 BLUE 2+ LC Boot Color Gamma 1-700/1-600 CPRI1 GAMMA 2 N Q 6 1 B A Radio 4480 B71+B85A CPRI2 BLUE 2+ LC Boot COLA Gamma N600 CPRI2 GAMMA 2 w 7 RED WHITE 1 B WHITE 2 A 8 GREEN WHITE 1 B WHITE 2 A 9 BLUE WHITE 1 B WHITE 2 A 10 YELLOW WHITE 1 B YELLOW A WHITE 2 11 WHITE WHITE 1 B WHITE A WHITE 2 12 WHITE 1 B A WHITE 2 TRUNK COLOR CODE PAIR# AIR/RRU END RBS END RADIO (TECHNOLOGY)JAIR/RR;UEND COLOR CODE RBS END FIBER LABELS SECTOR ODC PIN PIN LC BOOT 11 B A Radio 4460 B25+B66 (G1LC CPRI1)2 Boot Color DELTA 62 G19 CPR11 DELTA 2 GREEN 1 B A Radio 4460 B25+B66 (L1D CPRI2) 3+ LC Boot Color DELTA B25 L19 CPRI2 DELTA 2 3 BLUEJ 1 B A Radio 4460 B25+B66 (1-21 CPRI3) YELLOW 3+ LC Boot Color DELTA B66 L21 CPRI3 DELTA 2 4 YELLOW 1 A YELLOW Radio 44 0 BR24) B66 (L21 YELLOW 3+ LC Boot Color DELTA B66 L21 CPRI4 DELTA 5 WHITE 1 B WHITE A Radio 4480 B71+1385A CPRI1 BLUE 3+ LC Boot Colo 11 DELTA 1-700/1-600 CPR11 DELTA 2 CYi 0 6 1 B A Radio 4480 B71+B85A CPRI2 BLUE 3+ LC Boot Color DELTA N600 CPRI2 DELTA 2 LU 7 RUA WHITE 1 B WHITE A 2 8 GREEN 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 PIN AIR/RRU END RADIO (TECHNOLOGY) SECTOR SPD LABELS HOOKUP LETTER 1 -48 A ED 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 RED �0 BLACK BLACK ©®0 BLACK BLACK BLACK BLACK BLACK � PAIR# REF HOOKUP PIN AIR/RRU END LETTER RADIO SECTOR SPD LABELS 1 -48 A B RED in Radio 4460 ALPHA Delta 4460 P1 OV 2 -48 A B RED GREEN Radio 4460 BETA Delta 4460 P2 OV 3 -48 A A BLUE Radio 4460 GAMMA Delta 4480 OV B RED 4 -48 A YELLOW OV B 5 -48 A WHITE OV B R 6 -48 A OV B RED HYBRID COLOR CODE DETAIL NOT TO SCALE Alpha RF Jumper Color Code Radio 4460 Radio 4480 Dort 1 port 2 port 3 port 4 port 1 port 2 port 3 port 4 rl f V M fit' L(1 lD I�- 00 0 0 0 0 0 0 0 0 LLJ LU LU LLJ LLJ LU LLJ LU Beta RF Jumper Color Code Radio 4460 Radio 4480 Dort 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 LU LU LU LU LU LU LU LU 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 r -I cV M L!1 lD 00 LLJ W W LLJ LLJ LLJ LLJ LLJ J J J J J J J J m m m IAL 00 m CO m 00 Delta RF Jumper Color Code Radio 4460 Radio 4480 Dort 1 port 2 oort3 port 4 port 1 port 2 port 3 port 4 c-I N M ::I- Lf) 1.0 00 z z z z z z z z LU LLJ LLJ LLJ LLJ LU LLJ LU LU IL J LLJ LU LU LU LLJ LU Of or_ of Of Of (D 0 (7 (7 (7 (D 0 <7 ►tm M LLJ z TOTALLY COMMITTED 3 z LLJ Nll ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 Z i ❑ DUD ORaD❑❑ U T-MOBILE NORTHEAST LLC J !L Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 z II VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY REVISIONS If O LLJ Ir 0 W 1 06/14/22 RFDS JOG 0 05/24/22 FINAL CDs JOG A 11/10/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY .l Q PLTH pp G l� � O z O K'EN " TIRAVIS SNAP u) Lic. No. 049978 U- A� DATE 06/14/22 ' M sSI�VAL v LLJ w TRENT T. SNARR, P.E. z (D 1 1 VA PROFESSIONAL ENGINEER LIC. #49978 i II F I I HYBRID COLOR co I I CODES Ir LU m A=7 z w W Un ►tm Shentel Keep Hybrid Plumbing (1) 6x24 Hybrids TRUNK COLOR CODE PAIR # AIR/RRU END RIBS END RADIO (TECHNOLOGY) AIR/RRU END COLOR CODE RBS END FIBER LABELS SECTOR ODC PIN PIN LC BOOT 1 A AIR 6449 (L41 CPRI 1) RED 1 + LC Boot Color ALPHA L41 CPRI1 ALPHA 2 2 A AIR 6449 (141 CPRI 2) RED 1 + LC Boot Color ALPHA L41 CPRI2 ALPHA 2 3 A AIR 6449 (N41 CPRI 3) RED 1 + LC Boot Color ALPHA N41 CPRI3 ALPHA 2 4 YELLOW A YELLOW AIR 6449 (N41 CPRI 4) RED 1 + LC Boot Color ALPHA N41 CPRI4 ALPHA 2 5 WHITE A WHITE AIR 6449 (L41 CPRI 1) YELLOW 1 + LC Boot Color BETA L41 CPRI1 BETA 2 0 6 B AIR 6449 (L41 CPRI 2) YELLOW 1 + LC Boot Color BETA L41 CPRI2 BETA 1 LLJ or_8 7 WHITE A WHITE AIR 6449 (N41 CPRI 3) YELLOW 1 + LC Boot Color BETA N41 CPRI3 BETA 2 GREEN WHITE A WHITE AIR 6449 (N41 CPRI 4) YELLOW 1 + LC Boot Color BETA N41 CPRI4 BETA 2 9 BLUE WHITE A WHITE AIR 6449 (141 CPRI 1) GAMMA L41 CPRI1 GAMMA 2 10 YELLOW WHITE A YELLOW WHITE AIR 6449 (L41 CPRI 2) BLUE 1 + LC Boot Color GAMMA L41 CPRI2 GAMMA 2 11 WHITE WHITE B WHITE WHITE AIR 6449 (N41 CPRI 3) BLUE 1 + LC Boot Color GAMMA N41 CPRI3 GAMMA 2 12 WHITE 2 B WHITE AIR 6449 (N41 CPRI 4) BLUE 1 + LC Boot Color I GAMMA N41 CPRI4 GAMMAIL DC Power PAIR # REF PIN AIR/RRU END RADIO (TECHNOLOGY) SECTOR SPD LABELS HOOKUP LE 1 B RED AIR 6449 ALPHA Alpha L/N41 O� 2 GREEN AIR 6449 BETA Beta L/N41 OV B 3 •RED AIR 6449 Gamma Gamma L/N41 OV B 48 A 4 YELLOW OV B A 5 WHITE B �V -48 A 6 OV B HYBRID COLOR CODE DETAIL NOT TO SCALE M w z TOTALLY COMMITTED 3 z w NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 (804) 548-4079 z T o oM(ab' Ra o 0 U T-MOBILE NORTHEAST LLC J d Q 324 MADISON MEWS NORFOLK, VA 23510 OFFICE: (757) 453-6907 FAX: (757) 589-0904 z II VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 0 11 ALBEMARLE COUNTY REVISIONS 0 D O O LU D= C3 W 1 06/14/22 REDS JQG 0 1 05/24/22 1 FINAL CDs I JQG A 1 11/10/21 1 PRELIMINARY CDs I CDE REV I DATE I DESCRIPTION I BY .l Q PLTH Up G � O z O K'EN " TIRAVIS SNAP u) Lic. No. 049978 w A� DATE 06/14/22 ' o��sskNAL L II w w TRENT T. SNARR, P.E. z (D 1 1 VA PROFESSIONAL ENGINEER LIC. #49978 >R F I I HYBRID COLOR co I I CODES Ir w CID A=8 w w Un m. EXISTING 200A ^ PROPOSED 4P-150A BREAKER PROPOSED 1P-20A BREAKER (1) 1 "0 LIQUIDTITE CONDUIT & LB FROM BOTTOM OF 6160 TO EXISTING TELCO/AAV CABINET FOR FIBER & CAT5 CONNECTIONS E E F PROPOSED 6160 ENCLOSURE F E E E E (1) 2"0 CONDUIT WITH (3)#1/0 + (1)#6G 1 POWER DIAGRAM E 1 NOT TO SCALE NOTE: PANEL SCHEDULE IS SHOWN WITH EXISTING AND PROPOSED CIRCUITS. EXISTING UNUSED CIRCUITS TO BE REMOVED AFTER CUT OVER AS NECESSARY. (1) 2"0 LIQUIDTITE CONDUIT FROM TOP OF PROPOSED 6160 CABINET TO TOP OF PROPOSED B160 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 WATTAGE B LOAD PER B WATTAGE C K CIRCUIT DESCRIPTION POLE R PHASE R POLE CIRCUIT DESCRIPTION K T C NC K A B K NC C T 1 3285 0 8085 4800 0 2 50 2 UNKNOWN 3 3285 0 8085 4800 0 4 *6160 4 150 5 3285 0 5205 20 1 1920 0 UNKNOWN 6 7 3285 0 4725 15 1 1440 0 UNKNOWN 8 9 **6160 GFCI 0 180 1 20 180 0 0 10 40 2 UNKNOWN (OFF) 11 0 0 0 0 0 12 13 0 0 0 0 0 14 100 2 9929 TO BE REMOVED 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 NOTES 13470 12810 *INSTALL (1) NEW 4P-150A BREAKER FOR PROPOSED 6160 SUBTOTAL 125% TOTAL 16425 **INSTALL (1) NEW 1P-20A BREAKER FOR PROPOSED 6160 GFCI CONTINUOUS CONTINUOUS (VA) ***WATTAGE SHOWN FOR PROPOSED EQUIPMENT CABINET(S) ARE BASED ON 100% TOTAL THE CONNECTED EQUIPMENT PER THE LATEST RFDS 13140 NON —CONTINUOUS (VA) 13140 SUBTOTAL NON —CONTINUOUS TOTAL AMPS 123.19 13140 TOTAL CONNECTED LOAD (KVA) 29.57 SPARE CAPACITY (A) 76.81 PROPOSED PANEL SCHEDULE NOT TO SCALE m w w z 3 z w z 0 Q tr 0 IL z w I— W If 0 O w z (.D W w a- Q cn Z O U) w IL m 0- m w w z 0 z w LU w U) Ir Lu CID W w U) TOTALLY C(LMMiTTEDD. 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 VA72520A BELLAIR NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 1 1 06/14/22 I RFDS I JQG I 0 05/24/22 FINAL CDs JQG I A 11/10/21 PRELIMINARY CDs CDE REV I DATE I DESCRIPTION I BY PLTH OF � rNT ISSNAG Lic. No. 049978 1� DATE 06/14/22' 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 O Q > > Z 04 Z m Z � Z m Z M Z m Z Z ,a w w ,Q w It w �I w It w U T-MOBILE NORTHEAST LLC a of a a of a a � a a a a a_ 324 O Q NORFOLK,VA 23510 a OFFICE: (757) 453-6907 FAX: (757) 589-0904 OF op RRU RRU RRU z VA72520A BELLAIR RRU RRU RRU m NB+C PROJECT #100838 20 DEER PATH LANE CHARLOTTESVILLE, VA 22901 W ALBEMARLE COUNTY #6G WIRE FROM EQUIPMENT 000�0000TO GROUND BAR (TYP) 000�000000 0000000000000ooo ooo REVISIONS EXISTING SECTOR GROUND BAR (TYP) 0 1 Ir ANTENNA GROUNDING DETAIL G 1 NTS z C�3 W � 1 06/14/22 RFDS JQG 0 05/24/22 FINAL CDs JQG A 11/10/21 PRELIMINARY CDs CDE PROPOSED 6160 REV DATE DESCRIPTION BY EQUIPMENT CABINET PROPOSED 8160 BATTERY CABINET o_ Q PLTH OF T � O z O BEN " TIRAVIS SNAP u) Lic. No. 049978 LU A� DATE 06/14/22 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