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HomeMy WebLinkAboutSE202200063 Correspondence 2022-11-01 (3)SITE INFORMATION PROJECT DESCRIPTION: PROJECT CONSISTS OF REMOVING (3) ANTENNAS & (6) RRUs FOLLOWED BY INSTALLING (6) ANTENNAS, (3) INTEGRATED ANTENNA/RRUs, (9) RRUs ON TOWER & UPCONVERTERS WITH CORRESPONDING EQUIPMENT AS LISTED IN RFDS TO EXITING SHELTER. THE FINAL TOWER CONFIGURATION WILL BE (6) ANTENNAS, (3) INTEGRATED ANTENNA/RRUs, (9) RRUs, (2) HYBRID CABLES, & (2) OVPs. SITE ADDRESS: 1012 RIO ROAD EAST CHARLOTTESVILLE, VA 22901 LATITUDE (NAD 83): 380 03' 46.99" LONGITUDE (NAD 83): -780 27' 53.15" GROUND ELEVATION: 451' ± (AMSL) JURISDICTION: ALBEMARLE COUNTY ZONING: R-4 PARCEL ID: 06100-00-00-153A1 PARCEL AREA: 4.23 ACRES PARCEL OWNER: CITY CHURCH CVILLE, INC 1010 RIO ROAD EAST CHARLOTTESVILLE VA, 2290 TOWER OWNER: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 STRUCTURE TYPE: MONOPOLE STRUCTURE HEIGHT: 72'-7" ±AGL RAID CENTER: 62' AGL AND 6T AGL TOTAL LEASE AREA: 1200.0 SQ FT POWER PROVIDER: DOMINION VA POWER (866) 366-4357 TELCO PROVIDER: VERIZON (800) 837-4966 EMERGENCY INFORMATION: FIRE & RESCUE DEPARTMENT: (434)970-3240 POLICE DEPARTMENT: (434) 970-3280 PROJECT TEAM APPLICANT: 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 E SITE NAME: GREENBRIAR PARK 5G L-SUB6 -CARRIER ADD 1012 RIO ROAD EAST CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY VICINITY MAP School House © R Thrift-ShoPRio Ihceenterat� Belvedere - 0ee0brker vv F = Hay Azle 0 ,s SITE - c J - Greenbrier c © lementary School } ` 38.06305278, ,- -78.46476389 = ry�4 of O Z L r enbrier Park -t ,_, Green ier.Park r Molto Bene PL1L51 Custom Bicycles nGlow Sp. DIRECTIONS FROM 2501 GOODIES B RIDGE RD RICHMOND, VA 23229: HEAD NORTH ON GOODIES BRIDGE RD TOWARD ELK RD. TURN RIGHT ONTO US-360 E / HULL STREET RD. TAKE THE RAMP ON THE RIGHT FOR 1-95 NORTH / VA-150 NORTH AND HEAD TOWARD HOSPITAL / POWHITE PKWY. TAKE THE RAMP ON THE RIGHT AND FOLLOW SIGNS FOR VA-76 NORTH. KEEP STRAIGHT TO GET ONTO 1-195 N. KEEP STRAIGHT TO GET ONTO 1-64 W. AT EXIT 124, HEAD RIGHT ON THE RAMP FOR US-250 TOWARD CHARLOTTESVILLE. TURN RIGHT ONTO US-250 W / RICHMOND RD TOWARD CHARLOTTESVILLE. PASS CARLOTZ CHARLOTTESVILLE IN 1.2 M1. TAKE THE RAMP ON THE RIGHT AND HEAD TOWARD JOHN W WARNER PKWY / MCINTIRE RD. TURN RIGHT ONTO JOHN W WARNER PKWY. BEAR RIGHT ONTO RIO RD E. THE SITE WILL BNE ON THE LEFT. 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 INTERNATIONAL BUILDING CODE • 2018 VIRGINIA CONSTRUCTION CODE • 2017 NATIONAL ELECTRICAL CODE • ANSI/TIA-222-G • 2018 NFPA 101, LIFE SAFETY CODE • TIA 607 • 2018 INTERNATIONAL FIRE CODE (IFC) • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81 • AMERICAN CONCRETE INSTITUTE • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION • AMERICAN INSTITUTE OF STEEL CONSTRUCTION • TELCORDIA GR-1275 • MANUAL OF STEEL CONSTRUCTION 15TH EDITION • ANSI/T 311 CONTRACTOR PMI REQUIREMENTS PMI ACCESSED AT: HTTPS://PMI.VZWSMART.COM SMART TOOL VENDOR PROJECT PROJECT NUMBER: 10146603 VERIZON LOCATION CODE (PSLC): 178975 PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT MOUNT MODIFICATION REQUIRED NO VERIZON APPROVED VENDORS *REFER TO CONSTRUCTION DRAWINGS. DRAWING INDEX T-1 TITLE SHEET Z-1 SITE PLAN C-1 COMPOUND PLAN C-2 ELEVATION A-1 EQUIPMENT SCHEDULE A-2 EQUIPMENT DETAILS 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 m w w z z w J z O O LL z w U) 0 CE O U w CE Z w Q w Q Q Z O m w LL m m w w Z_ 0 Z w w J LU m w m z u w L Namior I" TOTALLY COMMITTED. NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizonit 1831 RADY COURT RICHMOND, VA 23222 GREENBRIAR PARK 5G L-SUB6 - CARRIER ADD NB+C PROJ. #100352 1012 RIO ROAD E CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 2 10/26/22 REVISED KLB 1 08/25/22 FINAL ZDs KLB 0 08/08/22 PRELIMINARY ZDs LTA REV I DATE I DESCRIPTION I BY ��IH OF L t ,o � A I�S - Lic. No. 049978 3,p DATE 10/26/22 '�" %�TUSICNAL e; TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 TITLE SHEET T=1 W d' F- e CITY CHURCH CVILLE, INC. PARCEL ID: 06100-00-00-153A1 ZONING: R-4 AREA: 4.23t ACRES EXISTING PARKING AREA EXISTING TREELINE (TYP.) EXISTING BUILDING (TYP.) \ EXISTING RAILROAD TRACKS EXISTING VERIZON COMPOUND / / / , o / / / / / EXISTING PROPERTY LINE EXISTING PARKING AREA / EXISTING BUILDING (TYP.) SITE PLAN Z-1 SCALE: 1" = 50' GRAPHIC SCALE 50 0 25 50 100 (IN FEET) 1 INCH = 50 FEET / / / 200 I ZONING MAP 1-153A1 61-1� C� m e m ` 61-167B Ky1:1 � 16 A io Ir ql%,] Elm LLI Lu 70TALLY COMM IEDo CD w NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizonw/ Q 1831 RADY COURT RICHMOND, VA 23222 GENERAL NOTES 1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF z GREENBRIAR PARK RECORD. 0 Q 5G L-SUB6 -CARRIER ADD 2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. NB+C PROJ. #100352 3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN LL 1012 RIO ROAD E HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. z w CHARLOTTESVILLE, VA 22901 4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE ALBEMARLE COUNTY WATER OR SANITARY SERVICE. LEGEND PROPERTY LINE — SUBJECT PARCEL PROPERTY LINE — ABUTTERS EXISTING ROAD EXISTING FENCE — — — — — — — PROPOSED EASEMENT PROPOSED LEASE AREA — — — — — — — EXISTING EASEMENT 0 PROPOSED FENCE EXISTING BUILDING ❑ 0 0 W If z W Q L7 J Z 0 Gn uJ LL Lu LLJ z z LLJ J w w UD w ED LLJ W _ G7 REVISIONS 2 10/26/22 REVISED KLB 1 08/25/22 FINAL ZDs KLB 0 08/08/22 PRELIMINARY ZDs LTA REV DATE DESCRIPTION BY NLTHOF� I� ,O 74 A Is Lic. No. 049978 DATE 10/26/22 '�" �SIgVAL VZ TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 SITE PLAN zm1 EXISTING MOi EXISTING CABLE (2) EXISTING VSk HYBRID CABLES EXISTING VSRI� COVERED EQUIPMENT EXISTING 50'x24' FENCED COMPOUND EXISTING I 4 x8' CO GENERAT EXIS EXIS7 EXISTING ACG COMPOUND PLAN C 1 SCALE: 1" = 5' GRAPHIC SCALE 5 0 2.5 5 10 (IN FEET) 1 INCH = 5 FEET 20 Ir w w z z w z O Q rr O LL z w 0 rr O 0 w w z 0 W W 0 n Q J Z O U) w LL cr n Ir LL I w _Z 0 Z W W J W W U) cr W co W W Tm NJ ml 0 707ALLY COMM MIEDDo NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizonl/ 1831 RADY COURT RICHMOND, VA 23222 GREENBRIAR PARK 5G L-SUB6 - CARRIER ADD NB+C PROJ. #100352 1012 RIO ROAD E CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 2 110/26/221 REVISED I KLB 1 1 08/25/22 1 FINAL ZDs I KLB 0 1 08/08/22 1 PRELIMINARY ZDs I LTA REV I DATE I DESCRIPTION I BY PL'H OF G A IS Lic. No. 049978 DATE 10/26/22 �`rICIVAL TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 COMPOUND PLAN cmi STRUCTURAL NOTES: 1. THE PE STRUCTURAL ANALYSIS OF THE EXISTING STRUCTURE WITH THE EXISTING & PROPOSED LOADS WAS PERFORMED BY NETWORK BUILDING + CONSULTING, ENGINEERING SERVICES. DATED 08/09/2022, PROJECT# 100352. 2. POST —MODIFICATION INSPECTION (PMI) REQUIRED ON ALL SITES. REFER TO THE MOUNT ANALYSIS PREPARED BY NETWORK BUILDING + CONSULTING, ENGINEERING SERVICES DATED 01/24/2018 FOR ADDITIONAL DETAILS. 1 io ELEVATION 0 C 2 SCALE: 1" = 10' GRAPHIC SCALE 0 5 10 20 (IN FEET) 1 INCH = 10 FEET 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. V/NG ROD C-7" AGL 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 1G TOWER INSTALLATION. ?'-7" AGL 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA 222—G REQUIREMENTS. 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. D CENTER 10. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. —0" AGL 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE APPLICANT & THE OWNER'S REPRESENTATIVE. 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. D CENTER 2'-0" AGL 13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR 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. LLLV.=U.0 A&L 40 14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. 15. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 16. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. 17. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 18. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 19. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 20. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. m LLJ W z C'S z W z O Q rr O LL z w f= 0 rr O W 0" z 0 co w cl w CID J z O C/D LU LL rr w Ir w w z_ 0 z w Tm 70TALLY COO MMMEDo NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizonl/ 1831 RADY COURT RICHMOND, VA 23222 GREENBRIAR PARK 5G L-SUB6 - CARRIER ADD NB+C PROJ. #100352 1012RIOROAD E CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY REVISIONS 2 10/26/22 REVISED KLB 1 08/25/22 FINALZDs KLB 0 08/08/22 PRELIMINARY ZDs LTA REV I DATE I DESCRIPTION I BY �LTH OF T A IS Lic. No. 049978 CTE 10/26/22CNALO TRENT T. SNARR, P.E. VA PROFESSIONAL ENGINEER LIC. #49978 ELEVATION C=2 STRUCTURAL NOTES: 1. THE PE STRUCTURAL ANALYSIS OF THE EXISTING STRUCTURE WITH THE EXISTING & PROPOSED LOADS WAS PERFORMED BY NETWORK BUILDING + CONSULTING, ENGINEERING SERVICES. DATED 08/09/2022, PROJECT# 100352. 2. POST -MODIFICATION INSPECTION (PMI) REQUIRED ON ALL SITES. REFER TO THE MOUNT ANALYSIS PREPARED BY NETWORK BUILDING + CONSULTING, ENGINEERING SERVICES DATED 01/24/2018 FOR ADDITIONAL DETAILS. ANTENNA SCHEDULE ANTENNA ANTENNA RAD ELEC MECH RRU QUANTITY TMA/DIPLEXER CABLE CABLE SECTOR STATUS AZIMUTH MANUFACTURER MODEL CENTER DOWNTILT DOWNTILT & MODEL QUANTITY & MODEL QUANTITY & TYPE LENGTH Al PROPOSED COMMSCOPE NNH4SS-65C-R3BT8 67.0' 20' SEE RFDS 0' (1) PROPOSED B2/B66A RRH _ (1) PROPOSED B5/B13 RRH (1) PROPOSED CBRS RRH EXISTING (6xl2) HYBRID CABLE 73.0' MT6407-77A INTEGRATED Al PROPOSED SAMSUNG ANTENNA W/ RRH 62.0' 20' SEE RFDS 0' RT4401-48A - Bl PROPOSED COMMSCOPE NNH4SS-65C-R3BT8 67.0' 140' SEE RFDS 00 (1) PROPOSED B2/B66A RRH _ (1) PROPOSED 85/813 RRH (1) PROPOSED RRH EXISTING (6x12) HYBRID CABLE 73.0' MT6407-77A INTEGRATED Bl PROPOSED SAMSUNG ANTENNA W/ RRH 62.0' 140' SEE RFDS 0' 48AS - Cl PROPOSED COMMSCOPE NNH4SS-65C-R3BT8 67.0' 260' SEE RFDS 0• (1) PROPOSED B2/B66A RRH _ (1) PROPOSED B5/B13 RRH (1) PROPOSED CBRS RRH EXISTING (6xl2) HYBRID CABLE (SHARED WITH ALL SECTORS) 73.0' MT6407-77A INTEGRATED Cl PROPOSED SAMSUNG ANTENNA W/ RRH 62.0 260' SEE RFDS 0' RT4401-48A - TIM Ir W T07ALLY COO MMTTEDDo Z W NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548,4079 ■ verizonit J Q 1831 RADY COURT RICHMOND, VA 23222 z GREENBRIAR PARK Q 5G L-SUB6 - CARRIER ADD EXISTING ANTENNA ORIENTATION PLAN @ 67' NB+C PROJ. #100352 EXISTING ANTENNA ORIENTATION PLAN @ 67' � 1012 RIO ROAD E w CHARLOTTESVILLE, VA 22901 Q�tiry QrN ALBEMARLE COUNTY EXISTING 72'-7" F Q� GAP A EXISTING VERIZON ANTENNA TO BE REMOVED (1 PER SECTOR, 3 TOTAL) 1 EXISTING RRU ORIENTATION PLAN' Al PROPOSED VERIZON ANTENNA COMMSCOPE NNH4SS-65C-R3BT8 (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING 72 "-7" MONOPOLE PROPOSED ANTENNA/RRU ORIENTATION PLAN @ 62' REVISIONS 0 cr O W cr Z C� U) W 10/26/22 REVISED KLB kil08/25/22 FINALZDs KLB 0 1 08/08/22 1 PRELIMINARY ZDs I LTA REV I DATE I DESCRIPTION I BY z� o EXISTING 72'-7" Nry MONOPOLE Q O Q PtiTH OF G PROPOSED VERIZON INTEGRATED RRH AND ANTENNA Al SAMSUNG - MT6407-77A 114 ~/ (TY. OF 1 PER SECTOR, TOTAL OF 3) U Z A S MMP Cl ° 0 Lic. No. 049978 A cf)W 'PD DATE 10/26/222> ° SSIgVAL ° 0 d a EXISTING VERIZON y� B RRH TO BE REMOVED (1 PER SECTOR" 3 TOTAL) PROPOSED VERIZON RRH A� SAMSUNG CBRS RRH RT4401401-48A (TYP. OF 1 PER SECTOR, TOTAL OF 3) Lu W W Z TRENT T. SNARR, P.E. EXISTING RRU ORIENTATION PLAN' EXISTING VERIZON OVP TO REMAIN (TYP. OF 2) EXISTING VERIZON RRH TO BE REMOVED (1 PER SECTOR" 3 TOTAL) APPROX TRUE NORTH EXISTING ANTENNA ORIENTATION PLAN NTS PROPOSED RRU ORIENTATION PLAN PROPOSED VERIZON RRH B5/B13 RRH ORAN (RF440D-13A) MOUNTED BELOW PROPOSED B2/B66A RRH (TYP. OF 1 PER SECTOR, TOTAL OF 3) PROPOSED VERIZON B2/B66A RRH ORAN (RF4439D-, (TYP. OF 1 PER SECTOR, TOTAL OF PROPOSED ANTENNA ORIENTATION PLAN NTS 0 11 VA PROFESSIONAL ENGINEER LIC. #49978 i a Lu J EQUIPMENT W W SCHEDULE C/) EXISTING VERIZON OVP (TYP. OF 2) W APPROX LLJ TRUE NORTH z Ami W W _ co 14.96" � 0000000000000000000000000 ���pp0�Op0�p00�Op0�p0000°: ppOpppOpppOpOpOpppOpOpOp�p uppopopopopopopopopopopopo FRONT VIEW pi ■i�l!II1�1�1�11111111 WEIGHT = 74.7 LBS 14.96" IIIIIIIIIIIIIIIIIIIIIIIIIIII SIDE VIEW BOTTOM VIEW SAMSUNG 132/1366A RRH ORAN RF4439d-25A NTS FRONT VIEW 5.51 " 0 NOTE: UNIT SHOWN WITH C-BAND 0 0 0 RRH AND INTEGRATED ANTENNA 000 000 OO O WEIGHT = 81.6 LBS ®000 ui 000 000 �16.06" Lq LID ®000 = n 14.96" � 0000000000000000000000000 to ��pp�0�0�Opp�Op00pp0�Op00: to qt pppopopppopopopopopopopopp uppopopopopopopopopopopopu FRONT VIEW SIDE VIEW WEIGHT = 72.5 LBS 14.96" BOTTOM VIEW SAMSUNG 135/1313 RRH ORAN RF4440d-13A NTS PROPOSED INTEGRATED ANTENNA & RRH (SEE ANTENNA SCHEDULE) PROPOSED ANTENNA DOWNTILT BRACKET EXISTING ANTENNA MOUNTING PIPE (TYP OF EACH SECTOR) PROPOSED ANTENNA MOUNTING BRACKET 00 0) ui 1111111�IIIJ m TOP VIEW 8.6" M FRONT VIEW WEIGHT = 18.64 LBS M SIDE VIEW SAMSUNG RT4401-48A CBRS RRH NTS 19.606" � �7.756" PROPOSED ANTENNA DOWNTILT BRACKET PROPOSED PANEL ANTENNA (TO BE PAINTED TO MATCH BUILDI (SEE ANTENNA SCHEDULE) EXISTING ANTENNA MOUNTING PIPE TO BE ADJUSTED AS NEEDED TO OBTAIN ANTENNA SEPARATION (T)-P OF EACH SECTOR) 'ROPOSED ANTENNA MOUNTING BRACKET 19.606" to LO n ,HANICAL SPECIFICATIONS AMSCOPE NNH4SS-65C-R3BT8 WEIGHT = 74.7 LBS 14.96" IIIIIIIIIIIIIIIIIIIIIIIIIIII SIDE VIEW BOTTOM VIEW SAMSUNG 132/1366A RRH ORAN RF4439d-25A NTS FRONT VIEW 5.51 " 0 NOTE: UNIT SHOWN WITH C-BAND 0 0 0 RRH AND INTEGRATED ANTENNA 000 000 OO O WEIGHT = 81.6 LBS ®000 ui 000 000 �16.06" Lq LID ®000 = n 14.96" � 0000000000000000000000000 to ��pp�0�0�Opp�Op00pp0�Op00: to qt pppopopppopopopopopopopopp uppopopopopopopopopopopopu FRONT VIEW SIDE VIEW WEIGHT = 72.5 LBS 14.96" BOTTOM VIEW SAMSUNG 135/1313 RRH ORAN RF4440d-13A NTS PROPOSED INTEGRATED ANTENNA & RRH (SEE ANTENNA SCHEDULE) PROPOSED ANTENNA DOWNTILT BRACKET EXISTING ANTENNA MOUNTING PIPE (TYP OF EACH SECTOR) PROPOSED ANTENNA MOUNTING BRACKET 00 0) ui 1111111�IIIJ m TOP VIEW 8.6" M FRONT VIEW WEIGHT = 18.64 LBS M SIDE VIEW SAMSUNG RT4401-48A CBRS RRH NTS 19.606" � �7.756" PROPOSED ANTENNA DOWNTILT BRACKET PROPOSED PANEL ANTENNA (TO BE PAINTED TO MATCH BUILDI (SEE ANTENNA SCHEDULE) EXISTING ANTENNA MOUNTING PIPE TO BE ADJUSTED AS NEEDED TO OBTAIN ANTENNA SEPARATION (T)-P OF EACH SECTOR) 'ROPOSED ANTENNA MOUNTING BRACKET 19.606" to LO n ,HANICAL SPECIFICATIONS AMSCOPE NNH4SS-65C-R3BT8 GTH: 95.984 IN TH: 19.606 IN ITH: 7.756 IN GHT: 102.294 LBS Tm w NJ w z 707AL LY COMMM E DDo z w NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 ■ < ,/ verizon Q 1831 RADY COURT RICHMOND, VA 23222 z GREENBRIAR PARK Q 5G L-SUB6 - CARRIER ADD NB+C PROJ. #100352 0 w 1012 RIO ROAD E z uw CHARLOTTESVILLE, VA 22901 n ALBEMARLE COUNTY REVISIONS 0 0 w Ir Z W 2 10/26/22 REVISED KLB 1 08/25/22 FINAL ZDs KLB 0 08/08/22 PRELIMINARY ZDs LTA REV DATE DESCRIPTION BY O_ Q �yTH Op 0 Z U A S 0 w Lic. No. 049978� �O DATE 10/26/252> LL 0SSICIVAL T w w TRENT T. SNARR, P.E. Z n w J VA PROFESSIONAL ENGINEER LIC. #49978 SIDE VIEW TOP VIEW I +s� LJ 1 11 EQUIPMENT SAMSUNG MT6407-77A RRH & ANTENNA NTS 5 A-2 ANTENNA MOUNTING DETAIL NTS COMMSCOPE NNH4SS-65C—R3BT8 NTS I I DETAILS UD cr Lu m A=2 co