Loading...
HomeMy WebLinkAboutSE202200059 Correspondence 2022-10-07 (2)SITE INFORMATION PROJECT DESCRIPTION: PROJECT CONSISTS OF (2) MOUNT REPLACEMENTS, REMOVING (6) ANTENNAS, (3) RRUs FROM TOWER, (3) RRUs FROM SHELTER & (6) COAX CABLES FOLLOWED BY INSTALLING (9) ANTENNAS, (3) INTEGRATED ANTENNA/RRUs, (9) RRUs, (1) OVPs, (1) HYBRID CABLES ON TOWER, AND INSTALLING UPCONVERTERs, ALARMS, WITH CORRESPONDING EQUIPMENT AND KITS AS LISTED IN RFDS TO EXISTING SHELTER. THE FINAL TOWER CONFIGURATION WILL BE (9) ANTENNAS, (3) INTEGRATED ANTENNA/RRUs, (9) RRUs, (2) OVPs & (2) HYBRID CABLES. SITE ADDRESS: 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 LATITUDE (NAD 83): 380 0' 45.8316" LONGITUDE (NAD 83): -780 28' 38.3412" GROUND ELEVATION: 10.0' ± (AMSL) JURISDICTION: ALBEMARLE COUNTY ZONING: R-15 (HIGH DENSITY MULTI FAMILY HOUSING) TAX MAP NUMBER: 077000000002500 PARCEL AREA: 157.49± ACRES PARCEL OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO. BOX 400218 CHARLOTTESVILLE, VA 22904 TOWER OWNER: STRUCTURE TYPE: STRUCTURE HEIGHT: RAID CENTER: TOTAL LEASE AREA: POWER PROVIDER: TELCO PROVIDER: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 MONOPOLE 90.0'±AGL 86' AGL & 77' AGL 1600.0 SQ FT DOMINION VA POWER (866) 366-4357 VERIZON (800) 837-4966 EMERGENCY INFORMATION: FIRE & RESCUE DEPARTMENT: (757)926-8404 POLICE DEPARTMENT: (757) 928-4300 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: PIEDMONT COLLEGE 5G L-SUB6 -CARRIER ADD 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY VICINITY MAP RIDGE STREET West View Terrace 631 Rives Park SITE , le Suites ica. . Willoughby Charlottesville Pupil O Q / Tr�portation - J 38" 0' 45.83",- 78° !�; 38.342.2'* 0 it 0 Michie Tavern Ca. 1784 m �- KOA Campground 0 © S1tim. _ , � Wineworks Extended ® PVCC Workforce RVII, 0 _ _ _ - ALBEMARLE- CHARLCI,TAESVILhE Services le�e�0" "'" Oz REGIONAL.- �/AM ,.a`' O Piedmont Virginia 0 / - -. w _ Community College 53 O Blue Ridge Juvenile - L� Detention ~ a "ornas Jefferson FKA The Inn at O . Food Lion © Monticello �D DIRECTIONS FROM 2501 GOODIES BRIDGE RD, RICHMOND, VA 23224: HEAD NORTH ON GOODIES BRIDGE RD TOWARD ELK RD. TURN RIGHT ONTO US-360 E. TAKE THE RAMP ON THE RIGHT FOR 1-95 NORTHNA-150 NORTH AND HEAD TOWARD HOSPITAL/POWHITEPKWY. TAKE THE RAMP ON THE RAMP ON THE RIGHT AND FOLLOW SIGNS FOR VA-76N. KEEP STRAIGHT TO GET ONTO 1-195 N. KEEP STRAIGHT TO GET ONTO 1-64 W. AT EXIT 121, HEAD RIGHT ON THE RAMP FOR VA-20 TOWARD SCOTTSVILLE. TURN RIGHT ONTO VA-20 N/MONTICELLO AVE. MAKE A U-TURN AT QUARRY RD. ACCESS ROAD TO SITE WILL BE ON THE RIGHT. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. • 2018 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 GRA275 • 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: 10155466 VERIZON LOCATION CODE (PSLC): 252518 PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT MOUNT REPLACEMENT REQUIRED YES 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 I A-2 EQUIPMENT SCHEDULE II A-3 EQUIPMENT DETAILS A-4 MOUNT SPECIFICATION SHEET I A-5 MOUNT SPECIFICATION SHEET II 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 Ir w w z z w z O O U_ z w 0 w O w Ir Z C� CO w Q m w w z 0 z w w J w Co N��• TOTALLY COMMITTED NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizonwl 1831 RADY COURT RICHMOND, VA 23222 PIEDMONT COLLEGE 5G L-SUB6 - CARRIER ADD NB+C PROJ. #100352 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY REVISIONS 1 109/22/22 I FINAL ZDs I AMT 0 108/08/22 I PRELIMINARY ZDs I AMT REV I DATE I DESCRIPTION I BY je PLTH OF G Qj A IS v Lic. No. 049978 DATE 09/22/�2� %SS CNAL _ TITLE SHEET T=1 a' 7 Z \ W z0*1100 \ \ 15 / / / / UNIVERSITY OF VIRGINIA FOUNDATION EXISTING FENCED PARCEL lD//• 07700-00-00-02500 COMPOUND ZONING: AGRICULTURAL AREA: 757.49f ACRES EXISTING ACCESS DRIVE EXISTING PROPERTY LINE PER GIS S� PEE 6� (obc c PEE GRAPHIC SCALE SITEPLAN 30 D 15 30 60 C 1 SCALE: 1" = 30' (IN FEET) 1 INCH = 30 FEET 120 ZONING MAP SITE 317 388 yl 1 Rd QµYII ,ettets°� r° D Q' - �ontal 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. 5. THIS SITE PLAN IS NOT THE RESULT OF A SURVEY. IT IS BASED ON FIELD MEASUREMENTS AND/OR SCALED ASSESSORS MAPS AVAILABLE. ALL INFORMATION SHOWN IS APPROXIMATE ONLY AND SUBJECT TO ANY CONDITION THAT A SURVEY MAY REVEAL. D- w w z z w z O Q Cr O LL Z w U) 0 Ir O w m z O U) W n o_ Q cn J z O co cn w LL Ir Lu uJ Z Z W Lu J Ll cn rr w m z W Lu U) TIM 'TOTALLY CO[MfM TTLb NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizonit 1831 RADY COURT RICHMOND, VA 23222 PIEDMONT COLLEGE 5G L-SUB6 - CARRIER ADD NB+C PROJ. #100352 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY REVISIONS 1 1 09/22/22 1 FINAL ZDs I AMT 0 1 08/08/22 1 PRELIMINARY ZDs I AMT REV I DATE I DESCRIPTION I BY OA op- is 0 Lic. No. 049978 DATE 09/22/2� SITE PLAN Zml PROPOSED VERIZON UPCONVERTER(s), ALARM(s), WITH CORRESPONDING EQUIPMENT AND KITS AS LISTED IN RFDS (3) EXISTING RRU(s) (TO BE REMOVED) EXISTING ACC AND T COMPOUND PLAN C 1 SCALE: 1" = 5' GRAPHIC SCALE 5 0 2.5 5 10 (IN FEET) 1 INCH = 5 FEET 20 m w w z c� z w z O Q Cr O w z w U) 0 O U w m z 0 U) Lu 0 D Q J z O U) U) w w rr 11 m w w z c� z w w J w U) rr w m z w w _ U) TIM '�d jow 'TOTALLY COO [M] MY T E IDD. NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-5484079 verizonl/ 1831 RADY COURT RICHMOND, VA 23222 PIEDMONT COLLEGE 5G L—SUB6 — CARRIER ADD NB+C PROJ. #100352 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY REVISIONS 1 1 09/22/22 1 FINAL ZDs I AMT 0 1 08/08/22 1 PRELIMINARYZDs I AMT REV I DATE I DESCRIPTION I BY PLTH OF G ,o A IS v Lic. No. 0 978 p DATE 09/22//225e �s8YCNAL �? COMPOUND cmi STRUCTURAL NOTE: THE PE STRUCTURAL ANALYSIS OF THE EXISTING STRUCTURE WITH THE EXISTING & PROPOSED LOADS WAS PERFORMED BY NETWORK BUILDING + CONSULTING, ENGINEERING SERVICES. DATED 08/02/2022, PROJECT# 100352. PROPOSED VERIZON ANTENNA 5 ELEVATION C 2 SCALE: 1" = 5-0" GRAPHIC SCALE 0 2.5 5 10 (IN FEET) 1 INCH = 5 FEET 20 GENERAL NOTES � TM 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES. W 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE 2; TOTALLY L Y COO 1" M ME Do REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. z LLJ 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS NB+C ENGINEERING SERVICES, LLC. OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR 120 EASTSHORE DRIVE, SUITE 300 ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE GLENAVA 23059 804-548-548-4079 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 < verizon PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. it 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION. Q 1831 RADY COURT 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA 222—G REQUIREMENTS. RICHMOND, VA 23222 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 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 z PIEDMONT COLLEGE TIMES PER MONTH. O 13. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR MODIFICATION OF THE EXISTING Q 5G L—SUB6 — CARRIER ADD STRUCTURE, A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT 2 Ir NB+C PROJ. #100352 THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES. LL 1804 MONTICELLO AVENUE 14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, AND PLANS OF RECORD AND Lu CHARLOTTESVILLE, VA 22902 SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY. U) ALBEMARLE COUNTY 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. REVISIONS 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. 0 CE 20. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 0 LLJ O" z c.� w 0 1 1 09/22/22 1 FINALZDs I AMT 0 1 08/08/22 1 PRELIMINARY ZDs I AMT REV I DATE I DESCRIPTION I BY w PLTH OF P /�" � Q z 1�1 q IS O Lic. No. 049978 can ��� DATE 09/22/22 LL 0 w w ELEVATION w Ir w m z C=2 W w S co STRUCTURAL NOTE: THE PE STRUCTURAL ANALYSIS OF THE EXISTING STRUCTURE WITH THE EXISTING & PROPOSED LOADS WAS PERFORMED BY NETWORK BUILDING + CONSULTING, ENGINEERING SERVICES. DATED 08/02/2022, PROJECT# 100352. EX EXISTING 90 " MONOPOLE ANTENNA INFORMATION CHART (86' RAD CENTER) SECTOR STATUS ANTENNA MANUFACTURER ANTENNA MODEL RAD CENTER AZIMUTH MECHANICAL DOWN TILT ELECTRICAL DOWN TILT RRH QUANTITY & MODEL Al PROPOSED COMMSCOPE NHH-85C—R2B 86' 40' 0' SEE RFDS (1) SAMSUNG B2/B66A RRH ORAN (RF4439d-25A) A2 PROPOSED COMMSCOPE NHH-85C—R2B 86' 40' 0' SEE RFDS (1) SAMSUNG B5/B13 RRH ORAN RF4440d-13A B1 PROPOSED COMMSCOPE NHH-85C—R2B 86' 180' 9 SEE RFDS (1) SAMSUNG 62/866A RRH ORAN (RF4439d-25A) B2 PROPOSED COMMSCOPE NHH-85C—R2B 86' 180' 0' SEE RFDS (1) SAMSUNG B5/B13 RRH ORAN RF4440d-13A C1 PROPOSED COMMSCOPE NHH-85C—R2B 86' 280' 0- SEE RFDS (1) SAMSUNG B2/B66A RRH ORAN (RF4439d-25A) C2 PROPOSED COMMSCOPE NHH-85C—R2B 86' 280' 0' SEE RFDS (1) SAMSUNG B5/B13 RRH ORAN RF4440d-13A NOTES: 1. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME OF CONSTRUCTION. 2. CONTRACTOR TO CONFIRM CABLE LENGTHS PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO VERIFY ALL PROPOSED AND EXISTING ANTENNA AND CABLES WERE CONSIDERED AND PASSED A STRUCTURAL ANALYSIS PERFORMED BY A LICENSED ENGINEER PRIOR TO INSTALLATION. EXISTING VERIZON ANTENNA TO BE REMOVED (TYP. OF I PER SECTOR, TOTAL OF 3) APPROX TRUE NORTH EXISTING ANTENNA ORIENTATION PLAN @ 861 RAD CENTER ,10 PROPOSE (SEE APPENDIX SHEET FOR DETAILS) z x O S 0 1 3 CDK cn (n 00 10 �-0 N m m z x 0 I � 00m cnC/) 00 10 ;u-0 N m co ERIZON RRH F4439d-25A DER SECTOR, 62/B66A TOTAL OF 3) =RIZON ANTENNA — NHH-85C—R2B 'ER SECTOR, TOTAL OF 6) PROPOSED ANTENNA ORIENTATION PLAN @ 86' RAD CENTER NTS APPROX TRUE NORTH Ir w W z i5 z w 0 rr O U w o- z c.� co w 0 IZ U) J Q z O c/D Lu LL rr IZ tr Lu w z 0 z LLJ W J w W S c!) Ir W CO z w w co M ■ w TIN TOTALLY COMM=E[Do NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizort 1831 RADY COURT RICHMOND, VA 23222 PIEDMONT COLLEGE 5G L—SUB6 — CARRIER ADD �I:1M4 2,:10311 Fell[IIIIC , 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY REVISIONS 09/22/22 1 FINALZDs I AMT 0 1 08/08/22 1 PRELIMINARY ZDs I AMT REV I DATE I DESCRIPTION I BY �VTH OF A IS Lic. No. 049978 DATE 09/22/22 EQUIPMENT SCHEDULEI Ami STRUCTURAL NOTE: THE PE STRUCTURAL ANALYSIS OF THE EXISTING STRUCTURE WITH THE EXISTING & PROPOSED LOADS WAS PERFORMED BY NETWORK BUILDING + CONSULTING, ENGINEERING SERVICES. DATED 08/02/2022, PROJECT# 100352. EX EXISTING 90' MONOPOLE ANTENNA INFORMATION CHART (771 RAID CENTER) SECTOR STATUS ANTENNA MANUFACTURER ANTENNA MODEL RAD CENTER AZIMUTH MECHANICAL DOWN TILT ELECTRICAL DOWN TILT RRH QUANTITY & MODEL Al PROPOSED SAMSUNG XXDWMM-12.5-65-8T-CBRS 77' 40' 0' SEE RFDS (1) SAMSUNG CBRS RRH RT-4401-48A A2 PROPOSED SAMSUNG INTEGRATED ANTENNA W/ RRH 77' 40' 0' SEE RFDS (1) SAMSUNG MT6407-77A B1 PROPOSED SAMSUNG XXDWMM- 1 2.5-65-8T-CBRS 77' 180' 0' SEE RFDS (1) SAMSUNG CBRS RRH RT-4401-48A B2 PROPOSED SAMSUNG INTEGRATED ANTENNA W/ RRH 77' 180' 0' SEE RFDS (1) SAMSUNG MT6407-77A Cl PROPOSED SAMSUNG XXDWMM-12.5-65-8T-CBRS 77' 280' 0' SEE RFDS (1) SAMSUNG CBRS RRH RT-4401-48A C2 PROPOSED SAMSUNG INTEGRATED ANTENNA W/ RRH 77' 280' 0' SEE RFDS (1) SAMSUNG MT6407-77A NOTES: 1. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME OF CONSTRUCTION. 2. CONTRACTOR TO CONFIRM CABLE LENGTHS PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO VERIFY ALL PROPOSED AND EXISTING ANTENNA AND CABLES WERE CONSIDERED AND PASSED A STRUCTURAL ANALYSIS PERFORMED BY A LICENSED ENGINEER PRIOR TO INSTALLATION. N o� EXISTING VERIZON ANTENNA TO BE REMOVED (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING ANTENNA ORIENTATION PLAN NTS 77' RAD CENTER APPROX TRUE NORTH PROPOSED VERIZON II (TYP. OF 1 PI ols V N , C D N co O D 4IZON 0VP - VDER ANTENNA (TOTAL OF 1) IERIZON OVP - JDER ANTENNA ) (ERIZON SAMSUNG - RT4401-48A PER SECTOR, TOTAL OF 3) IERIZON SAMSUNG - (TYP. OF 1 PER SECTOR, TOTAL OF 3) PROPOSED ANTENNA ORIENTATION PLAN a@ 77' RAD CENTER NTS APPROX TRUE NORTH Ir w W z z w 0 rr O U w D- z c.� co w 0 IZ J Q z O c/D Lu LL rr IZ LLJ LLJ z z w W [Ti W IZ W m z L W W S M ■ w TIN TOTALLY C OO MM=E[Do NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizort 1831 RADY COURT RICHMOND, VA 23222 PIEDMONT COLLEGE 5G L—SUB6 — CARRIER ADD NB+C PROJ. #100352 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY REVISIONS 1 1 09/22/22 1 FINALZDs I AMT 0 1 08/08/22 1 PRELIMINARY ZDs I AMT REV I DATE I DESCRIPTION I BY �VTH OF A IS Lic. No. 049978 DATE 09/22/22 EQUIPMENT SCHEDULE II A=2 IIIIIIIIIIIIIIIIIIIIII� III � � II � IIIIIIIIIII II illllllllllll • I �I�I�I�I�I�I�I�I�I�I�I' yl II ... IIIIIIIIIIIIIIIIIIIIIIIIIIII '''_'''''"'''''''' - Ili llllllllllllllllllll iil " ", IIIIIIIIIIIIIIIIIIIIIIIIIIII 14.96" oD0o0o0o0oUo0000000000000 0OXpp901000000: 06 pppopopopopopopopopopopppo 0FOao popopopopopopopopopq WEIGHT = 72.5 LBS 4.96" • ' iil nnnnnnnnnn in lil llllllllllllllllllll iil! IIIIIIIIIIIIIIIIIIIIIIIIIIII TOP VIEW NOTE: UNIT SHOWN WITH CBRS RRH AND CLIP —ON ANTENNA WEIGHT = 22.0 LBS FRONT VIEW SIDE VIEW BOTTOM VIEW FRONT VIEW SIDE VIEW BOTTOM VIEW FRONT VIEW SIDE VIEW SAMSUNG B2/B66A RRH ORAN RF4439d-25A NTS --I 11.85" [-- 7.08" — o� vi rn ui rn PROPOSED PANEL ANTENNA (SEE ANTENNA SCHEDULE) PROPOSED ANTENNA DOWNTILT BRACKET PROPOSED 2" SCH40 (2-3/8" O.D.) x 8'-0" LONG MOUNT PIPE (TYP) PROPOSED ANTENNA MOUNTING BRACKET pollmolounyxima• 11.85" 00 0 SAMSUNG 135/1313 RRH ORAN RF4440d-13A NTS FRONT VIEW 5.51 " ®O o 0 000 000 ®000 000 000 000 ®000 SIDE VIEW SAMSUNG CBRS RRH & ANTENNA NTS NOTE: UNIT SHOWN WITH C—BAND RRH AND INTEGRATED ANTENNA WEIGHT = 81.6 LBS to 0 tri to 16.06" LO ui TOP VIEW Iu TM Lu Niaml NJ Lu z TOTALLY C OO MM 77EDDo z Lu NB+C ENGINEERING SERVICES, LLC. 15.73" 120 EASTSHAL E DRIVE, SUITE 300 AL GLEN LEN, VA 23059 804-5484079 RAYCAP OVP BOX #RHSDC-3315—PF-48 NTS ®000 000 000 ®000 000 000 000 ®000 PROPOSED INTEGRATED ANTENNA & RRH (SEE ANTENNA SCHEDULE) PROPOSED ANTENNA DOWNTILT BRACKET PROPOSED 2" SCH40 (2-3/8" O.D.) x 8'-0" LONG MOUNT PIPE (TYP) PROPOSED ANTENNA MOUNTING BRACKET 5 COMMSCOPE NHH-85C—R2B 6 SAMSUNG MT6407-77A RRH & ANTENNA 7 ANTENNA MOUNTING DETAIL A-3 NTS A 3 NTS A 3 NTS z U J IZ (Z Q z 0 D= 0 LL z w 0 rr 0 U W Ir z 0 U) W 0 O_ Q Q z 0 W LL cr W m Lu Lu z z Lu D" W CIJ Z Ll W W S verizonl/ 1831 RADY COURT RICHMOND, VA 23222 PIEDMONT COLLEGE 5G L-SUB6 - CARRIER ADD NB+C PROJ. #100352 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY REVISIONS 1 09/22/22 FINAL ZDs AMT 0 08/08/22 PRELIMINARY ZDs AMT REV DATE DESCRIPTION BY IVKC-NAWvlz a Lic. No. 049978 0 DATE 09/22/22j''' KS,S ICINALL 1, ` EQUIPMENT DETAILS A=3 E U z TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (t 0.030'7 DRILLED AND GAS CUT HOLES (#0.030'7- NO CONING OF HOLES LASER CUT EDGES AND HOLES (i 0.090'7 - NO CONING OF HOLES BENDS ARE ± 1/2 DEGREE ALL OTHER MACHINING (t 0.030'7 ALL OTHER ASSEMBLY (# 0.060'7 PROPRIETARY NOTE: THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONT INDUSTRIES AND CONSIDERED ATRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OF PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 3 X-LWRM RING MOUNT WELDMENT 68.81 206.42 2 3 X-WWM01 8" STAND-OFF ARM / WALL MOUNT 18.12 54.37 3 3 SQ360 3 1/2" X 60" SQUARE TUBE 60 in 43.23 129.70 4 18 X-100064 CLAMP (4" V-CLAMP) GALVANIZED 0.91 16.43 5 6 SCX4 CROSSOVER PLATE 8 1/2 in 6.02 36.13 6 9 G58R-14 5/8" x 14" THREADED ROD (HDG.) 0.40 3.59 6 9 G58R-24 5/8" x 24" THREADED ROD (HDG.) 24 in 0.40 3.59 7 12 A582112 5/8" x 2-1/2" HDG A325 HEX BOLT 2 1/2 in 0.33 4.01 8 30 G58LW 5/8" HDG LOCKWASHER 0.03 0.78 9 30 A58NUT 5/8" HDG A325 HEX NUT 0.13 3.90 10 12 X-UB1300 1/2" X 3" X 5" X 2" U-BOLT (HDG.) 0.70 8.36 10 12 X-UB1212 1/2" X 2-1/2" X 4-1/2" X 2" U-BOLT (HDG.) 0.63 7.50 11 36 G12065 1/2" x 6-1/2" HDG HEX BOLT GR5 FULL THREAD 6 1/2 in 0.41 14.74 12 96 G12FW 1/2" HDG USS FLATWASHER 3/32 in 0.03 3.27 13 60 G12LW 1/2" HDG LOCKWASHER 1/8 in 0.01 0.83 14 60 G12NUT 1/2" HDG HEAVY 2H HEX NUT 0.07 4.30 TOTAL WT. # 520.55 DESCRIPTION MONOPOLE DOUBLE SUPPORT ARM KIT CPD NO. DRAWN BY CEK 4/28/2017 ;LASS SUB DRAWING USAGE 81 1 01 CUSTOMER PROPOSED ANTENNA MOUNT SPECIFICATION SHEET NTS Engineering Support Team: 1-888-753-7446 A valmont Y I i Locations: New York, NY Atlanta, GA Los Angeles, CA Plymouth, IN Salem, OR Dallas, TX ENG. APPROVAL PART NO. RDS-SQNP o D CHECKED BY DWG. NO. m BMC 5/12/2017 RDS-SQNP ^' M w w z z w 0 rr O O w Ir z (7 U) w 0 Q J z O LU LL W w W rr W co Z W W _ NiMMIN, TM TOTALLY C OO MM TTEDD. NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizonil 1831 RADY COURT RICHMOND, VA 23222 PIEDMONT COLLEGE 5G L-SUB6 - CARRIER ADD NB+C PROJ. #100352 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY REVISIONS 1 1 09/22/22 1 FINALZDs I AMT 0 1 08/08/22 1 PRELIMINARY ZDs I AMT REV I DATE I DESCRIPTION I BY %_�, ,')JH OF iy A IS > Lic. No. 049978 DATE 09/22/22 w� ��'VS'CNAL MOUNT SPECIFICATION SHEET I A=4 2-3/8" TO 2-7/8" O.D. ANTENNA PIPE 1 (ORDER SEPARATELY) LJ rI LJ F] LJ TOLERANCE NOTES r] LJ FI LJ rI LJ TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (t 0.030'7 DRILLED AND GAS CUT HOLES (#0.030'7- NO CONING OF HOLES LASER CUT EDGES AND HOLES (i 0.090'7 - NO CONING OF HOLES BENDS ARE ± 1/2 DEGREE ALL OTHER MACHINING (t 0.030'7 ALL OTHER ASSEMBLY (# 0.060'7 PROPRIETARY NOTE: THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONT INDUSTRIES AND CONSIDERED ATRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OF " TO 45" 4. POLE DESCRIPTION MONOPOLE DOUBLE SUPPORT ARM KIT CPD NO. DRAWN BY CEK 4/28/2017 LASS SUB I DRAWING USAGE 81 01 CUSTOMER PROPOSED ANTENNA MOUNT SPECIFICATION SHEET NTS Engineering Support Team: 1-888-753-7446 A valmont Y I i Locations: New York, NY Atlanta, GA Los Angeles, CA Plymouth, IN Salem, OR Dallas, TX ENG. APPROVAL PART NO. IN) RDS—SQNP O a CHECKED BY DWG. NO. m BMC 5/12/2017 RDS—SQNP ^' M w w z z w z O Q rr O LL z w 0 rr O W z 0 W D Q J z O LU LL W w W rr W co Z W W _ NiSMIN, TM TOTALLY C OO MM 77EDDo NB+C ENGINEERING SERVICES, LLC. 120 EASTSHORE DRIVE, SUITE 300 GLEN ALLEN, VA 23059 804-548-4079 verizonil 1831 RADY COURT RICHMOND, VA 23222 PIEDMONT COLLEGE 5G L-SUB6 - CARRIER ADD NB+C PROJ. #100352 1804 MONTICELLO AVENUE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY REVISIONS 1 1 09/22/22 1 FINALZDs I AMT 0 1 08/08/22 1 PRELIMINARY ZDs I AMT REV I DATE I DESCRIPTION I BY %-�, ,')JH OF iy A IS > Lic. No. 049978 CPO DATE 09/22/22 w� ,�'VS'CNAL MOUNT SPECIFICATION SHEET II A=5