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HomeMy WebLinkAboutSPAIN_TOWER_118223_16280470_Building Plans_10-12-2021VERIZON SITE NUMBER: 118223 VERIZON SITE NAME: SPAIN—TOWER PROJECT DESCRIPTION: RFDS 5G L-SUB6 TOWER TYPE: 480' GUYED SITE ADDRESS: 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) JURISDICTION: ST. LUCIE COUNTY PRESENT TELECOMMUNICATIONS OCCUPANCY TYPE: FACILITY CURRENT ZONING: COMM GENRA REAL ESTATE #: 1406-413-0003-000-8 I PROJECT INFORMATION I LATITUDE: N 27° 32' 46.73" " LONGITUDE: W 80° 22' 06.96"" GROUND ELEVATION: 26'± (AMSL) ** "INFORMATION PROVIDED BY RFDS —INFORMATION PROVIDED BY GOOGLE EARTH SITE COORDINATES verizonl/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATO N, FL 33431 (561) 995-5539 VZW SITE #: 118223 VZW SITE NAME: SPAIN TOWER LESSEE: NAME: VERIZON WIRELESS ADDRESS: 4700 EXCHANGE COURT, SUITE 100 CITY, STATE, ZIP: BOCA RATON, FL 33431 CONTACT: ANGELA DIMAIO PHONE: (561) 995-5539 TOWER OWNER: NAME: SPAIN BROADCASTING, INC. ADDRESS: 1 OTIS BOULEVARD CITY, STATE, ZIP: TUPELO, MS 38802 CONTACT: MARY JANE SPAIN PHONE: (662) 690-6695 SURVEYOR: NAME: NIA ADDRESS: NIA CITY, STATE, ZIP: NIA CONTACT: NIA PHONE: NIA CIVIL ENGINEER: NAME: TOWER ENGINEERING PROFESSIONALS �. ADDRESS: 326 TRYON ROAD CITY, STATE, ZIP: RALEIGH, NC 27603-3530 i CONTACT: JEREMY K. WOOSTER, P.E. PHONE: (919) 661-6351 ELECTRICAL ENGINEER: NAME: TOWER ENGINEERING PROFESSIONALS ADDRESS: 326 TRYON ROAD CITY, STATE, ZIP: RALEIGH, NC 27603-3530 ►� 1 4+ CONTACT: JEREMY K. WOOSTER, P.E. PHONE: (919) 661-6351 PROPERTY OWNER: NAME: MARY JANE SPAIN ADDRESS: P.O. BOX 1149 CITY, STATE, ZIP: HOBE SOUND, FL 33475 CONTACT: MARY JANE SPAIN PHONE: UNKNOWN 6189 NORTH US 1 FORT PIERCE, FL 34951 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: 1. 2020 FLORIDA BUILDING 4. 2017 NATIONAL ELECTRIC CODE CODE, 7TH EDITION 5. CITY/COUNTY ORDINANCES 2. LOCAL BUILDING CODE 3. ANSIITIA-222-H-2-2017 CODE COMPLIANCE ULTIMATE WIND SPEED: 158 MPH SERVICE WIND SPEED: 60 MPH RISK CATEGORY: II EXPOSURE CATEGORY: C TOPOGRAPHIC CATEGORY: 1.0 INFORMATION PROVIDED BY TOWER STRUCTURAL ANALYSIS REPORT BY TEP DATED 0&2W121. DESIGN CRITERIA UTILITIES: POWER COMPANY: CONTACT: PHONE: METER # NEAR SITE: FP&L CUSTOMER SERVICE 11 800 226-3545 68 0 263 TELEPHONE COMPANY: UNKNOWN CONTACT: UNKNOWN PHONE: UNKNOWN PHONE # NEAR SITE: (772) 466-4055 PEDESTAL # NEAR SITE: UNKNOWN THE PURPOSE OF THIS PROJECT IS AS FOLLOWS: TOWER SCOPE OF WORK: • REMOVE (3) CSS AXP19-60-2 ANTENNAS • INSTALL (2) RAYCAPS • REMOVE (3) CSS X7.665-4 ANTENNAS RHSDC-6627-PF-48 • INSTALL (6) ANDREW NHH-65B-R2B ANTENNAS • INSTALL (2) RAYCAPS • INSTALL (3) ERICSSON AIR6449 ANTENNAS RVDC-4520-RM-48 • INSTALL (3) ERICSSON RRUS 8843 RRUs (IN EQUIPMENT ROOM • INSTALL (3) ERICSSON RRUS 4449 RRUs AT GROUND LEVEL) • INSTALL (2)1%" HYBRID CABLES GROUND SCOPE OF WORK: • REMOVE (6) ERICSSON RUL01 B13 RRUs • REMOVE (6) ERICSSON RUS01 B4 RRUs • REMOVE (1) 6201 CABINET • INSTALL (1) GE INFINITY DC PLANT FOR MOUNT MODS: SEE MOUNT MOD. DRAWINGS BY TECTONIC DATED06/09/21. NOTE: HVAC UPGRADE NOT INCLUDED IN THE LICENSE SUB 6 SCOPE OF WORK. SCOPE OF WORK ISHEETI DESCRIPTION IREV I C-1 I SITE PLAN 1 1 1 C-16 I PROPOSED EQUIPMENT ROOM LAYOUT 1 1 1 C36 I PROPOSED ANTENNA LAYOUT 1 1 1 C-4 I DC PLANT DETAILS 1 1 1 E-2 I POWER PANEL SCHEDULE 1 1 1 E-5 I POWER ROUTING PLAN 1 1 1 I LOCATION MAP (!OII CONTACT INFORMATION II INDEX OF SHEETS I PLANS PREPARED BY: V\\ TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 www.tepgroup.net FL COA # 31011 1 08-30-21 CONSTRUCTION O 05- 1 3-21 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: DWB DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Digitally signed by Jeremy K Wooster DN: —Jeremy K —,b.,, V, fflialed, 0 Qu= A0142]E000OOt6981 D684C300002A8F.' 4 mail-lkwo0—@tepgro aet I/Ip111¢.° Date'. 2021.08.3008'.21'.50-04'00 SEAL: K. w �// — o.86923 J STATE OF �C 1p F�OR10 A August 30, 2021 SHEET NUMBER: REVISION: I T-1 TEP#: 26009.485513 PROJECT NOTES: 1. ALL REFERENCES TO THE OWNER AND/OR LESSEE IN THESE DOCUMENTS SHALL BE CONSIDERED VERIZON OR ITS DESIGNATED REPRESENTATIVE. 2. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE, 7TH EDITION 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 4, ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. 5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU OF FIELD VERIFICATIONS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE PROCEDURES. 6. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 8. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL. 9. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 10. IF APPLICABLE, ALL CONCRETE WORK SHALL COMPLY TO LOCAL CODES AND THE ACI 318-11, "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE". 11. ALL TOWER DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS. 12. ALL TOWER MODIFICATION WORK SHALL BE IN ACCORDANCE WITH TIA-1019-A STANDARD FOR INSTALLATION, ALTERATION AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. PLANS PREPARED FOR: Vef izoo / 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 www.tepgroup.net FLCOA#31011 ` 4t DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. `11 Digitally signed by Jeremy K Wooster DN: cn=Jeremy K Wooster, aUS, -,,-A01427E0000016981D684C300W—F, Date. 2021.emall2121, ster@teg9roog 08.3008:22:13 -04'00' SEAL: O o.86923 STATE OF Q� O R10 >> /ONAL 0/ ,I gust 30, 2021 1 08-30-21 CONSTRUCTION 0 08-13-21 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: JHJ SHEET TITLE: PROJECT NOTES SHEET NUMBER: REVISION: N-1 1 TEP#: 20009.4855 13 NOTES: 1. SITE PLAN SHOWN BELOW WAS REPRODUCED FROM INFORMATION PROVIDED BY ST. LUCIE COUNTY GIS. CONTRACTOR TO VERIFY ALL EXISTING INFORMATION IS AS INDICATED ON SITE PLAN. CONTRACTOR IS TO ESTABLISH THE EXISTENCE AND LOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES, IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES. 2. EXISTING INFORMATION INDICATED ON THE SITE PLAN SHOWN WAS REPRODUCED FROM MAPS PROVIDED BY ST. LUCIE COUNTY GIS. TEP DOES NOT GUARANTEE, OR ENSURE THE PRECISION, ACCURACY OR CORRECTNESS AND ASSUMES NO RESPONSIBILITY OR LIABILITY FOR DAMAGES, LOSS OF REVENUE, OR INJURY THAT MIGHT OCCUR. } 4—t-45-j.-,- F .... ro - r i 4F :p I - pi 1k, { 14-16 w ` _ r 6Li *� IL I. MARY JANE SPA/N PARCEL #: 1406-413-0003-000-8 Y DB: N/A, PC: N/A F . IL r4 - AL ' f r • � i qj f f _ J AL AL r i0 I.q• ALL F i —46 ol WA �4% ec r +� f I ��• JP r ' 4 SITE PLAN SCALE: 1" = 30' EXISTING PROPERTY BOUNDARY EXISTING TELECOMMUNICATIONS h s ' -'L� Z f 0 30 60 SCALE IN FEET PLANS PREPARED FOR: Vef izon%/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS p� 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ." ;`, www.tepgroup.net FLCOA#31011 \\ 1 DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. '�Y`11111"' Digitallysignedby JeremyKWoosler DN: cn=--y K Wooster, c=US, - ou=A0142]E0000016981 D684C300002ABF, %O�`�email=jkwooster@feP9rouP.ne� �e �jjj... Dale'. 2o21.06.3006'.22'.23-04'00' SEAL: o.66923 STATE OF �0 RI©� s �Iu�t3o, 2021 1 08-30-21 CONSTRUCTION 0 08- 1 3-2 1 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB CHECKED BY: JHJ SHEET TITLE: SITE PLAN SHEET NUMBER: REVISION: c - 1 1 TEP#: 20003.4855 1 3 NOTES: 1. EQUIPMENT LAYOUT SHOWN BELOW BASED ON DOCUMENTS PROVIDED BY VERIZON WIRELESS. 2. (6) ERICSSON RUL01 B13 RRUs & (6) ERICSSON RUS01 B4 RRUs LOCATED INSIDE EXISTING 6201 CABINET TO BE REMOVED. EXISTING VERIZON DISCONNECT TO REMAIN EXISTING VERIZON METER TO REMAIN EXISTING VERIZON ATS TO REMAIN — EXISTING HVAC TO BE REMOVED. SEE SHEET C-1B FOR DETAILS. EXISTING VERIZON CDMA CABINET TO REMAIN EXISTING VERIZON 6201 LTE CABINET TO BE REMOVED. SEE SHEET C-1B FOR DETAILS. EXISTING EQUIPMENT ROOM LAYOUT SCALE: Vs" = 1'—O" EXISTING VERIZON MTS TO REMAIN EXISTING VERIZON DISCONNECT TO REMAIN x x x EXISTING VERIZON MAIN PANEL TO REMAIN EXISTING VERIZON EQUIPMENT ROOM EXISTING VERIZON SUB —PANEL TO REMAIN EXISTING VERIZON EQUIPMENT RACK TO REMAIN EXISTING VERIZON BATTERY RACK TO REMAIN x x x x EXISTING VERIZON GENERATOR TO REMAIN x EXISTING V 500 GAL L TO REMAIN x ERIZON P TANK 0 4 8 SCALE IN FEET PLANS PREPARED FOR: Vef izon)/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Digitally signed by Jeremy K WOoner a�5'O DN:—Jeremy K Wooster, GUS, o=Un,fflia . ou-A0142]E0000016981Dfi64C300002A8F, email 2021. 8.30 08P9muV. uLL e°c Dale: zozl.ofi.ag o8:zz:az-o4•00• SEAL: \ // -. o.86923 STATE OF Q %0, F� OR10 P �4 N 0 N /NAL �I4c9ust 30, 2021 1 08-30-21 CONSTRUCTION 0 08-13-21 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CKB I CHECKED BY: J11J SHEET TITLE: EXISTING EQUIPMENT ROOM LAYOUT SHEET NUMBER: REVISION: CAA 1 TEP#: 20009.4855 13 NOTES: 1. EQUIPMENT LAYOUT SHOWN BELOW BASED ON DOCUMENTS PROVIDED BY VERIZON WIRELESS. 2. CONTRACTOR TO INSTALL EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 3. HVAC UPGRADE NOT INCLUDED IN THE LICENSE SUB 6 SCOPE OF WORK. EXISTING VERIZON EXISTING VERIZON DISCONNECT MTS — — — — — — — \ EXISTING VERIZON EXISTING VERIZON METER DISCONNECT EXISTING VERIZON ATS PROPOSED VERIZON HVAC UNIT, SEE NOTE 3 FOR DETAILS, EXISTING VERIZON CDMA CABINET PROPOSED VERIZON GE INFINITY DC PLANT, SEE SHEET C-4 FOR DETAILS. — PROPOSED VERIZON RAYCAP RVDC-4520—RM-48 (TYP OF 2). SEE SHEET C-3D FOR DETAILS. ' x � x x PROPOSED EQUIPMENT ROOM LAYOUT SCALE: Ya' = 1'—O" EXISTING VERIZON MAIN PANEL EXISTING VERIZON EQUIPMENT ROOM EXISTING VERIZON SUB —PANEL —EXISTING VERIZON EQUIPMENT RACK EXISTING VERIZON BATTERY RACK x�x EXISTING VERIZON EXISTING VERIZO GENERATOR 500 GAL LP TAN cy" —x N K 0 4 8 SCALE IN FEET PLANS PREPARED FOR: Vef izon%/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ \RI DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Digitally signed by Jeremy K Wooner DN:—Jeremy K Wooster. GUS, o=Unaifliatad ou-A0142]E0000016981Dfi64C300002A8F, D-1=11arzoz1 1eP9reuyn niLL �. Dale: .o ooa:z4ss-o4•001 SEAL: o.86923 STATE OF Q = L trust 30, 2021 1 08-30-21 CONSTRUCTION 0 08-1 3-2 1 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB CHECKED BY: JHJ SHEET TITLE: PROPOSED EQUIPMENT ROOM LAYOUT SHEET NUMBER: REVISION: C-1 B 1 TE P #: 20003.485 5 1 3 NOTES: 1. CONTRACTOR TO VERIFY LOADING WITH PASSING STRUCTURAL ANALYSIS BY TEP DATED JUNE 25, 2021 PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO INSTALL EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 3. THE DRAWINGS IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. CONDITIONS IN THE FIELD MAY VARY. 4. FAA APPROVED OVERALL HEIGHT = 482'-0". PROPOSED TOWER ELEVATION SCALE: Y64" = 1'—O" 480'-0"t T/TOWER jk 226'-0"t VERIZON ANTENNAS J4 0'-0" (REFERENCE) mlkl B/BASE PLATE PROPOSED VERIZON EQUIPMENT TO BE INSTALLED: (2) RAYCAPS AND (6) RRUs. SEE SHEETS C-38 THROUGH C-3D FOR DETAILS. PROPOSED VERIZON ANTENNA TO BE INSTALLED (TYP OF 9). SEE SHEETS C-3B THROUGH C-3D FOR DETAILS. EXISTING VERIZON ANTENNA TO REMAIN (TYP OF 3). SEE SHEETS C-3A THROUGH C-31D FOR DETAILS. STING GUYED TOWER PER SPECIFICATIONS OF RFDS: (6) 1 %- COAX AND (4) 1 %- COAX (SPARE) TO REMAIN; (2) 1%- HYBRID CABLES TO BE INSTALLED. PROPOSED VERIZON EQUIPMENT TO BE INSTALLED AT EQUIPMENT ROOM: (2) RAYCAPS AND (1) GE INFINITY DC PLANT, SEE SHEET C-1B FOR DETAILS, 0 20 40 SCALE IN FEET PLANS PREPARED FOR: Vef izon%/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS p� 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1111"' Dlglially signed by Jeremy K Wb.-, DN: —Jeremy K W... -.. —1 o=Unaffll,-, o— 14-0000016g8-84C300002P8F, oO,c email=lk—llt',@ pg—p nei D.40z1.08.30082510 04'00' SEAL: v N F `' o.86923 STATE OF iz- F`ORI©�' � G:\"Z BONA �I usst 30, 2021 1 08-30-21 CONSTRUCTION 0 08- 1 3-2 1 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: JHJ SHEET TITLE: TOWER ELEVATION SHEET NUMBER: REVISION: C-2 1 TEP#: 20003,4855 1 3 NOTE: EXISTING MOUNTS DO NOT HAVE SUFFICIENT CAPACITY TO HOLD PROPOSED LOADING. SEE THE ANTENNA MOUNT ANALYSIS REPORT BY TECTONIC ENGINEERING DATED APRIL 28, 2021 FOR DETAILS. Zy OA 00 Z 270° GAMMA F EXISTING ANTENNA LAYOUT @ 226'-0" SCALE: Y2" = 1'—O" NG VERIZON CSS 1-60-2 ANTENNA TO N (TYP OF 3). SEE FS C-3B THROUGH FOR DETAILS. NG VERIZON MOUNT TO DFIDIED (TYP OF 3). SEE F C-3B FOR DETAILS. NG VERIZON CSS 3-60-2 ANTENNA TO -MOVED (TYP OF 3). ;HEETS C-36 THROUGH FOR DETAILS. NG VERIZON CSS 65-4 ANTENNA TO BE VED (TYP OF 3). SEE SHEETS C-3B THROUGH C-3D FOR DETAILS. 0 2 4 SCALE IN FEET PLANS PREPARED FOR: Vef izon%/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 www.tepgroup.net ;`; FLCOA#31011 `\ �\ DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Digitally signed by Jeremy K Wooner DN: cn=Jeremy K Wooaler, GUS, oN:—listed ou-Ag142]E0000016981Dfi64C300002A8F, email 2021 8 30 08 25 2 V Daie: 2021.06.3006:25:23 -04'00' SEAL: .86923 '- STATE OF �'p i °<'� /OVAL / //111111ust 30, 2021 1 08-30-21 CONSTRUCTION 0 08-1 3-2 1 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: JHJ SHEET TITLE: EXISTING ANTENNA LAYOUT SHEET NUMBER: REVISION: C -3A 1 TE P #: 26003.485 5 1 3 NOTES: 1. EXISTING MODIFIED MOUNTS HAVE SUFFICIENT CAPACITY TO HOLD PROPOSED LOADING. SEE THE POST —MOD ANTENNA MOUNT ANALYSIS REPORT AND PMI REQUIREMENTS AND MOUNT MODIFICATION DRAWINGS BY TECTONIC ENGINEERING DATED JUNE 9, 2021 FOR MORE DETAILS. 2. CONTRACTOR TO INSTALL ALL EQUIPMENT PER MANUFACTURER'S SPECIFICATION. 3. CONTRACTOR TO VERIFY PROPOSED LOADING WITH TOWER STRUCTURAL ANALYSIS PRIOR TO CONSTRUCTION. 270° E GAMMA 270` E GAMMA t C PROPOSED ANTENNA LAYOUT @ 226'-0" SCALE: Y2" = 1'—O" 9w <wO ofT <ZvO <9O wZ O /ERIZON CSS —2 ANTENNA RAYCAP i27—PF-48 !). SEE SHEET DETAILS. ACIDIFIED VERIZON YP OF 3). SEE R DETAILS. ERICSSON RRUS (TYP OF 3). SEE 3D FOR DETAILS. ANDRE W -R28 ANTENNA i). SEE SHEET DETAILS. ERICSSON RRUS (TYP OF 3). SEE 3D FOR DETAILS. ERICSSON AIR6449 ANTENNA (TYP OF 3). SEE SHEET C-3D FOR DETAILS. 0 2 4 SCALE IN FEET PLANS PREPARED FOR: Vef izon%/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ \RI DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. DigiWly signed by Jeremy K Wooster DN:c14-00-169 ler. GU3 o=uoamJm z` ou=A0142]E0000016981Dfi84D300002A8F, h x�c email 20210i 3008 gra3p Dale: 2021.06.3006:25:33 -04'00' SEAL: 0 o.86923 STATE OF i G � NNAL � J / ust 30, 2021 1 08-30-21 CONSTRUCTION 0 08-1 3-2 1 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: JHJ SHEET TITLE: PROPOSED ANTENNA LAYOUT SHEET NUMBER: REVISION: C-3B 1 TEP#: 20003.4855 1 3 EXISTING ANTENNA &COAX SCHEDULE MANUFACTURER RAD CABLE AZIMUTH CABLE MECH. ELEC. EQUIPMENT J-BOX POS. SECTOR USE (MODEL #) CENTER SIZE (TN) LENGTH D-TILT D-TILT [MODEL #1 (TOWER) 1 ALPHA *CSS p 226'-0"± 340° 0° 2° 700 LTE AXP19-60-2 Css 2 ALPHA 1900 CDMA X7*655-4 CL 0 226'-0"± 340° 0° 4° — 2100 LTE 3 ALPHA 0 226'-0"± 340° 0° 2° AXP19S60-2 (6) 1%"0 4 BETA *CSS CL p 226'-0"± 150° 0° 2° 700 LTE AXP19-60-2 COAX _ 5 BETA 1900 CDMA X7*655-4 0 226'-0"± (4) 1%"0 150° 266'± 0° 4° — 2100 LTE COAX 6 BETA CL 0 226'-0"± (SPARE) 150° 0° 2° AXP19S60-2 7 GAMMA 0 226'-0"± 270° 0° 2° 700 LTE AXP19S*CS60-2 CSS 8 GAMMA 1900 CDMA X7*655-4 CL 0 226'-0"± 270° 0° 4° — 2100 LTE 9 r GAMMA CSS (� 0 226'-0"± 270° 0° 2° AXP19-60-2 *NOTE — EXISTING ANTENNA/EQUIPMENT TO BE REMOVED GROUND WORK: CONTRACTOR TO REMOVE: (6) ERICSSON RUL01 B13 RRUs, (6) ERICSSON RUS01 B4 RRUs, AND (1) 6201 CABINET. EXISTING ANTENNA & COAX SCHEDULE @ 226'-0" SCALE: N. T. S. PLANS PREPARED FOR: Vef izoo / 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Digitally signed by Jeremy K Wooster DN: cn=J—y K Wooster, o=unarfiliataa. ou-A0162]E00000169610fi86D3o0002A6F, email 2021. 8.3 0 08 25 45 -04- n Dew: zazl.9aao 9a:zs:as-aa•99• SEAL: o.86923 STATE OF �p �Q�` O R10 P GN �0>� "TONAL ,I gust 30, 2021 1 08-30-21 CONSTRUCTION 0 08-13-21 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: J11J SHEET TITLE: EXISTING ANTENNA & COAX SCHEDULE SHEET NUMBER: REVISION: C-3C 1 TEP#: 20009.485513 PROPOSED EQUIPMENT IN BOLD PROPOSED ANTENNA &COAX SCHEDULE MANUFACTURER RAD CABLE AZIMUTH CABLE MECH. ELEC. EQUIPMENT J-BOX POS. SECTOR USE (MODEL #) CENTER SIZE (TN) LENGTH D-TILT D-TILT [MODEL #1 (TOWER) 1 ALPHA ANDREW NHH-65B—R2B (i 0 226'-0"± 340` •• •• 700 LTE 1900 CDMA 2100 LTE (1) ERICSSON RRU [RRUS 8843] 2 ALPHA ANDREW (i 0 226'-0"± 340` •• •• 850 LTE 1900 LTE NHH-65B—R28 (1) ERICSSON RRU 3 ALPHA ERICSSON (i 0 226'-0"± 340` .. 00 1900 5GNR NL—SUB6 AIR6449 [RRUS 4449] 4 ALPHA CSSAXP19-60-2 226'-0"± (6) 15/8"0 340° ss .. 5 BETA ANDREW NHH-65B—R2B 0 226'-0"± 150` •• •• 700 LTE 1900 CDMA COAX (1) ERICSSON RRU (2) RAYCAPS ANDREW 6 BETA - 2100 LTE 850 LTE 1900 LTE NHH-65B—R2B 226'-0"t (4) 1 %"0 COAX (SPARE) ( 150` *266 + •• •• [RRUS 8843] (1) ERICSSON RRU [RHSDC-6627—PF-48] •••(2) RAYCAPS 7 BETA ERICSSON � � 226'-0"t 150` „ •• 1900 5GNR NL—SUB6 AIR6449 (HYBRIDS [RRUS 4449] [RVDC-4520—RM-48] 8 BETA AXP19-60-2 @ 226CSS'-0"± 150' ss 00 9 GAMMA ANDREW NHH-65B—R2B 0 226'-0"± 270` •• •• 700 LTE 19000CD EA 0 (1) ERICSSONRRU (RRUS ] 10 GAMMA ANDREW 0 226'-0"± 270` •• •• 850 LTE 1900 LTE NHH-65B—R2B (1) ERICSSON RRU 11 GAMMA ERICSSON 0 226'-0"± 270. .. 00 1900 5GNR NL—SUB6 AIR6449 [RRUS 4449] 12 GAMMA AXP19S60-2 @ 226'-0"± 270' •• •• *NOTE — CONTRACTOR TO VERIFY COAX/CABLE LENGTHS PRIOR TO CONSTRUCTION **NOTE — CONTRACTOR TO REFERENCE VERIZON ISSUED RFDS FOR MECH./ELEC. D—TILTS ***NOTE — EQUIPMENT TO BE MOUNTED IN EQUIPMENT ROOM AT GROUND LEVEL GROUND WORK: CONTRACTOR TO INSTALL: (1) GE INFINITY DC PLANT. PROPOSED ANTENNA & COAX SCHEDULE @ 226'-0" SCALE: N.T.S. PLANS PREPARED FOR: verizpon%/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS p � 326 TRYON ROAD AllRALEIGH, NC 27603-3530 All OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ \� DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. oowmina D g,b,lly blend by Jeremy K Wb—, DN: cn=Jeremy K Wooster, c=US, _ o=un. lim a, ?00`� eu=A014-0000016981 D684C300002MF, _i l=fkw-.'@iepg—p net „' 1 D- 2021 08 30 08'25'59 -04'00- SEAL: K ° W o o.86923 STATE OF 0`�`� F`OR S GN NA it ust 30, 2021 1 08-30-21 CONSTRUCTION 0 08- 1 3-2 1 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: J11J SHEET TITLE: PROPOSED ANTENNA & COAX SCHEDULE SHEET NUMBER: REVISION: C-3D 1 TEP#: 20003,4855 13 NOTES: 1. INFINITY M POWER SYSTEM, DUAL VOLTAGE, RACK MOUNTED POWER SYSTEM BY GE. CONTRACTOR TO VERIFY DIMENSIONS WITH MANUFACTURER. 2. CONTRACTOR TO INSTALL PER MANUFACTURER'S SPECIFICATIONS. Top View DC PLANT DETAILS SCALE: N.T.S. s 23:: 33.4 i i 44.5 i I i 6.1 I he goodn (3UM SM PLANS PREPARED FOR: Vef izon%/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS p� 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 www.tepgroup.net ;`; FLCOA#31011 `\ T DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. D19ilally sig d by Jeremy K Wooster DN: 11-1e1e1y K Wooster, c S, 110 roalea. u-A0142]E0000016981D684C300002A8F, ail-fkw ...' ep9.N net Dale: 2021.08.30 :28:0904'00' SEAL: / r o.66923 STATE OF 0 O RI©�' S NA u�t3o, 2021 1 08-30-21 CONSTRUCTION 0 08- 1 3-2 1 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: JHJ SHEET TITLE: DC PLANT DETAILS SHEET NUMBER: REVISION: C-4 1 TEP#: 20003.4855 1 3 ELECTRICAL NOTES: SCOPE: 1. PROVIDE LABOR, MATERIALS, INSPECTION, AND TESTING TO PROVIDE CODE COMPLIANCE FOR ELECTRIC, TELEPHONE, AND GROUNDING/LIGHTNING SYSTEMS. CODES: 1. THE INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND CODES. THESE INCLUDE BUT ARE NOT LIMITED TO THE LATEST ADOPTED EDITIONS OF: A. THE NATIONAL ELECTRICAL SAFETY CODE D. LOCAL AND STATE AMENDMENTS B. THE NATIONAL ELECTRIC CODE - NFPA-70 E. THE INTERNATIONAL ELECTRIC CODE C. REGULATIONS OF THE SERVING UTILITY COMPANY IEC (WHERE APPLICABLE) 2. PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR. 3. AFTER COMPLETION AND FINAL INSPECTION OF THE WORK, THE OWNER SHALL BE FURNISHED A CERTIFICATE OF COMPLETION AND APPROVAL. TESTING: 1. UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST THE EQUIPMENT AND SYSTEMS TO MEET SPECIFIED PERFORMANCE REQUIREMENTS. THE TESTING SHALL BE DONE BY QUALIFIED PERSONNEL. GUARANTEE: 1. IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER, EACH PIECE OF EQUIPMENT SPECIFIED HEREIN SHALL ALSO BE GUARANTEED FOR DEFECTS OF MATERIAL OR WORKMANSHIP OCCURRING DURING A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE WORK BY THE OWNER AND WITHOUT EXPENSE TO THE OWNER. 2. THE WARRANTEE CERTIFICATES & GUARANTEES FURNISHED BY THE MANUFACTURERS SHALL BE TURNED OVER TO THE OWNER. UTILITY CO-ORDINATION: 1. CONTRACTOR SHALL COORDINATE WORK WITH THE POWER AND TELEPHONE COMPANIES AND SHALL COMPLY WITH THE SERVICE REQUIREMENTS OF EACH UTILITY COMPANY. EXAMINATION OF SITE: 1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE HIMSELF WITH THE CONDITIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS SECTION WILL IN NO WAY RELIEVE THE CONTRACTOR OF PERFORMING THE WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM OR SYSTEMS. CUTTING, PATCHING AND EXCAVATION: 1. COORDINATION OF SLEEVES, CHASES, ETC., BETWEEN SUBCONTRACTORS WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF ANY PORTION OF THE WORK. CUTTING AND PATCHING OF WALLS, PARTITIONS, FLOORS, AND CHASES IN CONCRETE, WOOD, STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRAWINGS. 2. NECESSARY EXCAVATIONS AND BACKFILLING INCIDENTAL TO THE ELECTRICAL WORK SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWING. 3. SEAL PENETRATIONS THROUGH RATED WALLS, FLOORS, ETC., WITH APPROVED METHOD AS LISTED BY UL RACEWAYS / CONDUITS GENERAL: 1. CONDUCTORS SHALL BE INSTALLED IN LISTED RACEWAYS. CONDUIT SHALL BE RIGID STEEL, EMT, SCH40 PVC, OR SCH80PVC AS INDICATED ON THE DRAWINGS. THE RACEWAY SYSTEM SHALL BE COMPLETE COMPLETE BEFORE INSTALLING CONDUCTORS. 2. EXTERIOR RACEWAYS AND GROUNDING SLEEVES SHALL BE SEALED AT POINTS OF ENTRANCE AND EXIT. THE RACEWAY SYSTEM SHALL BE BONDED PER NEC. EXTERIOR CONDUIT: 1. EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL. 2. THE CONDUIT SHALL BE RIGID STEEL AT GRADE TRANSITIONS OR WHERE EXPOSED TO DAMAGE. 3. UNDERGROUND CONDUITS SHALL BE RIGID STEEL, SCH40 PVC, OR SCH80 PVC AS INDICATED ON THE DRAWINGS, 4. BURIAL DEPTH OF CONDUITS SHALL BE AS REQUIRED BY CODE FOR EACH SPECIFIC CONDUIT TYPE AND APPLICATION, BUT SHALL NOT BE LESS THAN THE FROST DEPTH AT THE SITE. 5. CONDUIT ROUTES ARE SCHEMATIC. CONTRACTOR SHALL FIELD VERIFY ROUTES BEFORE BID. COORDINATE ROUTE WITH WIRELESS CARRIER AND/OR BUILDING OWNER. INTERIOR CONDUIT: 1. CONCEALED CONDUIT IN WALLS OR INTERIOR SPACES ABOVE GRADE MAY BE EMT OR PVC. 2. CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS. PROVIDE INSULATED BUSHING FOR ALL CONDUIT TERMINATIONS. CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF FITTINGS. 3. PROVIDE SUPPORTS FOR CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. CONDUITS SHALL BE SIZED AS REQUIRED BY NEC. EQUIPMENT: 1, DISCONNECT SWITCHES SHALL BE SERVICE ENTRANCE RATED, HEAVY DUTY TYPE. 2. CONTRACTOR SHALL VERIFY MAXIMUM AVAILABLE FAULT CURRENT AND COORDINATE INSTALLATION WITH THE LOCAL UTILITY BEFORE STARTING WORK. CONTRACTOR WILL VERIFY THAT EXISTING CIRCUIT BREAKERS ARE RATED FOR MORE THAN AVAILABLE FAULT CURRENT AND REPLACE AS NECESSARY. 3. NEW CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT AS DETERMINED BY THE LOCAL UTILITY. CONDUCTORS: 1. FURNISH AND INSTALL CONDUCTORS SPECIFIED IN THE DRAWINGS. CONDUCTORS SHALL BE COPPER AND SHALL HAVE TYPE THWN (MIN) (75- C) INSULATION, RATED FOR 600 VOLTS. 2. THE USE OF ALUMINUM CONDUCTORS SHALL BE LIMITED TO THE SERVICE FEEDERS INSTALLED BY THE UTILITY. 3. CONDUCTORS SHALL BE PROVIDED AND INSTALLED AS FOLLOWS: A. MINIMUM WIRE SIZE SHALL BE #12 AWG. B. CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #10 AND #12 MAY BE SOLID OR STRANDED. C. CONNECTION FOR #10 AWG #12 AWG SHALL BE BY TWISTING TIGHT AND INSTALLING INSULATED PRESSURE OR WIRE NUT CONNECTIONS. D. CONNECTION FOR #8 AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP -ON SLEEVES WITH NYLON INSULATOR. 3. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS. UL COMPLIANCE: 1. ELECTRICAL MATERIALS, DEVICES, CONDUCTORS, APPLIANCES, AND EQUIPMENT SHALL BE LABELED/LISTED BY UL OR ACCEPTED BY JURISDICTION (I.E., LOCAL COUNTY OR STATE) APPROVED THIRD PARTY TESTING AGENCY, GROUNDING: 1. ELECTRICAL NEUTRALS, RACEWAYS AND NON -CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT AND ASSOCIATED ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL INCLUDE NEUTRAL CONDUCTORS, CONDUITS, SUPPORTS, CABINETS, BOXES, GROUND BUSSES, ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED AT A SINGLE POINT. 2. PROVIDE GROUND CONDUCTOR IN RACEWAYS PER NEC. 3. PROVIDE BONDING AND GROUND TO MEET NFPA 780 - "LIGHTNING PROTECTION" AS A MINIMUM. 4. PROVIDE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS, AS REQUIRED BY THE NATIONAL ELECTRIC CODE, RADIO EQUIPMENT MANUFACTURERS, AND MOTOROLA R56 (AS APPLICABLE). ABBREVIATIONS AND LEGEND A - AMPERE AFG - ABOVE FINISHED GRADE ATS - AUTOMATIC TRANSFER SWITCH AWG - AMERICAN WIRE GAUGE BCW - BARE COPPER WIRE BFG - BELOW FINISHED GRADE BKR - BREAKER C - CONDUIT CKT - CIRCUIT DISC - DISCONNECT EGR - EXTERNAL GROUND RING EMT - ELECTRIC METALLIC TUBING FSC - FLEXIBLE STEEL CONDUIT GEN - GENERATOR GPS - GLOBAL POSITIONING SYSTEM GRID - GROUND IGB - ISOLATED GROUND BAR IGR - INTERIOR GROUND RING (HALO) KW - KILOWATTS NEC - NATIONAL ELECTRIC CODE PCs - PERSONAL COMMUNICATION SYSTEM PH - PHASE PNL - PANEL PNLBD - PANELBOARD PVC - RIGID NON-METALLIC CONDUIT RGS - RIGID GALVANIZED STEEL CONDUIT SW - SWITCH TGB - TOWER GROUND BAR UL - UNDERWRITERS LABORATORIES V - VOLTAGE W - WATTS XFMR - TRANSFORMER XMTR - TRANSMITTER ----E---- UNDERGROUND ELECTRICAL CONDUIT ----T---- UNDERGROUND TELEPHONE CONDUIT 8 KILOWATT-HOUR METER UNDERGROUND BONDING AND GROUNDING CONDUCTOR 0 GROUND ROD • CADWELD ® GROUND ROD WITH INSPECTION WELL PLANS PREPARED FOR: Vef izoo / 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD � RALEIGH, NC 27603-3530 mill OFFICE: (919) 661-6351 www.tepgroup.net 04\ FLCOA#31011 ` DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. `py "11II",D19iteily signed by Jeremy K Wooster s' /= DN: m=Jeremy K Woos I o=Uneifllleted. - ou-A0142]E0000016981 D"`C300002 ff mail=jkwooate 0 08:2 roup.net ie�pOate: 2021.08.3008:2fi:20-OL'00' SEAL: No.86923 STATE OF OR 1NAIII f1j `gusc 30, 2021 1 08-30-21 CONSTRUCTION 0 08-13-21 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: J11J SHEET TITLE: ELECTRICAL NOTES SHEET NUMBER: REVISION: E-1 1 TEP#: 20009.4855 13 NOTES: 1. ALL CONDUCTORS ARE TYPE THWN (75-C) COPPER. 2. MAXIMUM LENGTH OF RUN FOR RECTIFIER CIRCUITS IS 50-FT, 3. CONTRACTOR TO CONFIRM THE NUMBER OF RECTIFIERS WITH VERIZON BEFORE BEGINNING WORK. NOTIFY TEP IF MORE THAN (6) RECTIFIERS ARE REQUESTED. 4. RECTIFIER LOADS ARE CONSIDERED TO BE NON -CONTINUOUS. 5. IF ADDITIONAL FUTURE LOADS ARE ADDED WHICH CAUSE TOTAL DEMAND TO EXCEED GENERATOR BREAKER SIZE, BACKUP POWER SYSTEM SHALL BE EVALUATED AND UPGRADED AS NECESSARY. 6. TEP HAS NOT ANALYZED THE HVAC OR POWER SYSTEM 7. TEP HAS NOT CONFIRMED THE EXISTING GENERATOR POWER RATING. THE CONTRACTOR SHALL NOTIFY TEP IF THE GENERATOR IS NOT 50kW. 8, THE RECTIFIER QUANTITY AND LOADING SHOWN ARE BASED ON CALCULATIONS PROVIDED BY VERIZON DATED 02/04/21. CHANGES TO THE DC LOADING MAY REQUIRE UPDATES TO THE AC POWER DESIGN OR OTHER EQUIPMENT CHANGES. POWER PANEL SCHEDULE SCALE: N.T.S. PANEL SCHEDULE - 200A MCB 120/240V OAD SERVED F VOLT AMPERES (WATTS) TRIP CKT # PHASE I CKT I # TRIP VOLT AMPERES (WATTS) LOAD SERVED L1 1 L2 I L1 I L2 SURGE ARREST 100 20A 1 T nrB n r1 n A n n r1 n 2 80A - UNKNOWN (OFF) 100 - 3 B 4 80A - UNKNOWN (ON) GFI 1440 20A 5 6 80A 7680 UNKNOWN SUB PANEL 6600 100AT6600 7 8 7680 9 A 10 100A - PRIMARY POWER UNKNOWN 1920 20A 11 B 12 - UNKNOWN 1920 2OA 13 A 14 - - - - - - 15 B 16 - - - VOLT AMPS 10060 1 8620 7680 7680 1 VOLT AMPS L1 VOLT AMPERES L1 AMPS 17740 16300 L2 VOLT AMPERES L2 AMPS MAX AMPS MAX AMPS x125% 147.83 135.83 147.83 184.79 PLANS PREPARED FOR: Vef izon)/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS Q� 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ �t DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. olllllllxl Digitally signed by Jeremy K Wooster DN: on=Jeremy K Wooser. GUS, o=UnaiglWa . /y09``°u-A0142]E0000016981Dfi84D300002A6F. mail=lkwoosier pgraup.ne[ Data: 2021.08.3 fi.26:3000' SEAL: Nq o.66923 ' STATE OF 0 �oj" `c� F` O RI©�' S NAt3o, 2021 1 08-30-21 CONSTRUCTION 0 08-13-2 1 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: JHJ SHEET TITLE: POWER PANEL SCHEDULE SHEET NUMBER: REVISION: E-2 1 TEP#: 20009.4855 13 NOTES: 1. ALL CONDUCTORS ARE TYPE THWN (75-C) COPPER. 2. MAXIMUM LENGTH OF RUN FOR RECTIFIER CIRCUITS IS 50-FT. 3. CONTRACTOR TO CONFIRM THE NUMBER OF RECTIFIERS WITH VERIZON BEFORE BEGINNING WORK. NOTIFY TEP IF MORE THAN (6) RECTIFIERS ARE REQUESTED. 4. RECTIFIER LOADS ARE CONSIDERED TO BE NON -CONTINUOUS. 5. IF ADDITIONAL FUTURE LOADS ARE ADDED WHICH CAUSE TOTAL DEMAND TO EXCEED GENERATOR BREAKER SIZE, BACKUP POWER SYSTEM SHALL BE EVALUATED AND UPGRADED AS NECESSARY. 6. TEP HAS NOT ANALYZED THE HVAC OR POWER SYSTEM 7. TEP HAS NOT CONFIRMED THE EXISTING GENERATOR POWER RATING. THE CONTRACTOR SHALL NOTIFY TEP IF THE GENERATOR IS NOT 50kW. 8, THE RECTIFIER QUANTITY AND LOADING SHOWN ARE BASED ON CALCULATIONS PROVIDED BY VERIZON DATED 02/04/21. CHANGES TO THE DC LOADING MAY REQUIRE UPDATES TO THE AC POWER DESIGN OR OTHER EQUIPMENT CHANGES. POWER SUB -PANEL SCHEDULE SCALE: N.T.S. PROPOSED BREAKER/LOAD SHOWN IN BOLD SUB -PANEL SCHEDULE - 200A MLO 120/240V LOAD SERVED VOLT AMPERES (WATTS) I TRIP CKT # PHASE CKT # TRIP VOLT AMPERES (WATTS) LOAD SERVED L1 L2 L1 L2 RECTIFIER #1* 1100 30A 1 1 A 2 30A 1100 RECTIFIER #4* 1100 3 B 4 1100 RECTIFIER #2* 1100 30A 1 5 A B 6 30A 1100 RECTIFIER #5* 1100 7 8 1100 RECTIFIER #3* 1100 30A 9 A 10 30A 1100 RECTIFIER #6* 1100 11 B 12 1100 VOLT AMPS 3300 1 3300 3300 1 3300 1 VOLT AMPS L1 VOLT AMPERES L1 AMPS 6600 6600 55 55 55 68.75 L2 VOLT AMPERES L2 AMPS MAX AMPS MAX AMPS x125% PLANS PREPARED FOR: Vef izon%/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS p� 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 www.tepgroup.net \ FLCOA#31011 All DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ...............Digitally sign by Jeremy KWa .r DN: c JeremyK Wooster, -US, o=U li-d, - _A01427E0000015g31 DSS4C30000 F, iiiiiDMe: 2021.08.30 08:27 14 A4'00' SEAL: 0 No.66923 STATE OF 0 RI©� S \us�t3o, 2021 1 08-30-21 CONSTRUCTION 0 08-13-21 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB CHECKED BY: JHJ SHEET TITLE: POWER SUB -PANEL SCHEDULE SHEET NUMBER: REVISION: 1 E-3 TEP#: 26003.4855 1 3 NOTES: 1. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO VENDOR PRINTS PROVIDED BY EQUIPMENT MANUFACTURER. 2. WHEN UTILITY COMPANY REQUIRES A SERVICE DISCONNECT OTHER THAN THE MAIN BREAKER IN POWER ILC OF THE UTILITY CABINET, REMOVE BONDING JUMPER IN EQUIPMENT CABINETS AND BOND SERVICE DISCONNECT PER NEC REQUIREMENTS. 3. CONTRACTOR SHALL REVIEW AND COMPLY WITH MANUFACTURERS EQUIPMENT DRAWINGS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SHOWN. 4. CONTRACTOR SHALL OBTAIN THE MAXIMUM AVAILABLE FAULT CURRENT AT THE UTILITY SERVICE POINT FROM THE ELECTRIC COMPANY IN WRITING PRIOR TO ORDERING MATERIALS AND ENSURE THE EQUIPMENT WILL HAVE HIGHER RATING WITH A MIN VALUE OF 10,000A. TO UTILITY 5. THE GROUNDED SERVICE CONDUCTOR SHALL BE GROUNDED AT TRANSFORMER THE SERVICE DISCONNECT ONLY. EXISTING 6. DO NOT BOND THE NEUTRAL TO GROUND AT THE GENERATOR. 200A SERVICE DISCONNECT O UTILITY METER 200A 120/240VAC 7. SIGNAGE MUST BE DISPLAYED ON DISCONNECT "OPENING THE EQUIPMENT DISCONNECT WILL CAUSE THE EMERGENCYGENERATOR EXISTING TO START. TO REMOVE POWER ENTIRELY FROM EQUIPMENT, THE CONDUIT AND GENERATOR MUST BE TURNED OFF USING THE GENERATOR STOP CONDUCTORS TO SWITCH." REMAIN (TYP) 8. THE RECTIFIER QUANTITY AND LOADING SHOWN ARE BASED ON CALCULATIONS PROVIDED BY VERIZON DATED 02/04/21. EXISTING CHANGES TO THE DC LOADING MAY REQUIRE UPDATES TO THE VERIZON ATS AC POWER DESIGN OR OTHER EQUIPMENT CHANGES. ONE -LINE DIAGRAM NOTES: 1. ELECTRICAL SERVICE SHALL BE 200A, 240/120V, 10, 3W. EXISTING VERIZON 2. COMPLY WITH MANUFACTURER SPECIFICATIONS REGARDING WIRING DISCONNECT REQUIREMENTS. SWITCH 3. CONDUCTOR SIZES BASED ON TYPICAL CONFIGURATIONS. CONTRACTOR WILL VERIFY WITH MANUFACTURER SPECIFICATIONS EXISTING BEFORE ORDERING OR INSTALLING PARTS. VERIZON MTS 4. WIRE COUNT IS BASED ON EQUIPMENT SPECIFICATIONS PROVIDED BY VERIZON WIRELESS. EXISTING VERIZON GENERATOR PLUG 5. NEUTRAL CONDUCTORS TO THE RECTIFIERS WERE LEFT OFF AT THE ADVICE OF VERIZON WIRELESS EQUIPMENT ENGINEER. 20OA/2P CONTRACTOR TO VERIFY WIRING REQUIREMENTS WITH RECTIFIER MANUFACTURER SPECIFICATIONS. EXISTING VERIZON 100A/2P 6. EXISTING GROUNDING ELECTRODE CONDUCTOR & MAIN BONDING PANEL, 200A MCB, JUMPER. CONTRACTOR TO VERIFY EXISTENCE AND LOCATION. 120/24OV, 1PH 7. CONDUCTOR SIZED BASED ON A MAXIMUM GENERATOR BREAKER RATING OF 200A. EXISTING VERIZON 100A MLO, 120/24OV, 1PH SUB -PANEL ELECTRICAL ONE -LINE DIAGRAM SCALE: N.T.S. EXISTING CONDUIT AND CONDUCTORS FROM GENERATOR TO ATS FOR POWER -0 o- W GEN EXISTING CONDUIT FOR GENERATOR CONTROLS AND ALARMS EXISTING GALLON LP TANK EXISTING LP LINE EXISTING VERIZON GENERATOR NOTE: THE GENERATOR USED IN CONJUNCTION WITH A 2-POLE ILC WITH A SOLID NEUTRAL IS NOT A SEPARATELY DERIVED SYSTEM, AS SUCH, DO NOT BOND THE NEUTRAL TO GROUND AT THE GENERATOR. PROPOSED (3) Q2" CONDUITS, EACH WITH (6) #10 AWG AND (1) #10 GND TO FEED RECTIFIERS PROPOSED GE INFINITY DC PLANT PLANS PREPARED FOR: Vef izon)/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. y'111111"'' Digitally signed by Jeremy K Wooster, d DN: c Jeremy K Wooster, GUS, o=Unaifliated =�9 ou-A0142]E0000016981Dfi64C300002A8F. email 2021.0.30082725 e[ i�h 111111 Date: 2021.0fi.300fi:2]:26 -04'00' SEAL: -. No.86923 r STATE OF Q� ICI %0, F� OR10 P ��4 N NA �I4c9ust 30, 2021 1 08-30-21 CONSTRUCTION 0 08-13-21 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB CHECKED BY: JHJ SHEET TITLE: ONE -LINE DIAGRAM SHEET NUMBER: REVISION: E-4 1 TEP#: 20009.4855 13 LABEL LIST: O(3)—Q2" CONDUITS FOR RECTIFIERS FROM SUB —PANEL TO PROPOSED GE INFINITY DC PLANT NOTES: 1. POWER AND TELCO CONDUITS RECEIVING CONDUCTORS BY OTHERS TO HAVE PULL ROPES. 2. ALL TELCO CONDUITS ARE TO BE STUBBED IN D—MARC LOCATION. 3. ALL POWER CONDUITS ARE TO BE TERMINATED AT THE METER CENTER. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO TRENCHING. ANY DAMAGE CAUSED TO THE EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 5. ALL CONDUITS SHALL BE INSTALLED PRIOR TO FINISH GRADING, GEOFABRIC, AND STONE INSTALLATION. 6. CONTRACTOR SHALL INSTALL SWEEPS AT ALL CONDUIT DIRECTION CHANGES UNLESS NOTED OTHERWISE. 7. RUN CONDUITS FROM ILC TO GENERATOR UNDERGROUND AND STUB UP CONDUITS MINIMUM 6" HIGH INSIDE GENERATOR BASE AND TERMINATE WITH MALE ADAPTER AND THREADED BUSHING. 8. WHEN ALL RRUs ARE GROUND MOUNTED, OMIT OVPs AND RUN FIBER/POWER FROM CHARLES CUBE CABINERT DIRECTLY TO RRUs. POWER ROUTING PLAN SCALE: Ya" = 1'—O" 0 4 8 SCALE IN FEET PLANS PREPARED FOR: Vef izon)/ 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Dig Watally sign by Jeremy K .r / DN i: un=JaremyKWooster US, o Unafili-d, ,u=A01427E0000016Nl D664C3000=U, $ ��,� mall=jkxroosler(�lepgroup.net p: Dale: 2021.08.3008: :36.04'00' SEAL: No.86923 STATE OF Q ORI©P G\#z ONAL 11 ust 30, 2021 1 08-30-21 CONSTRUCTION 0 08-13-21 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: JHJ SHEET TITLE: POWER ROUTING PLAN SHEET NUMBER: REVISION: 1 E-5 TEP#: 20009.4855 13 NOTES: 1. DO NOT INSTALL COAX GROUND KIT AT A BEND. 2. CONTRACTOR TO WEATHERPROOF COAX GROUND. UNIVERSAL BY HARGER EQUIVALENT ANTENNA HYBRID OR COAX CABLE #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) NOTE: DRAWING SHOWN BELOW SCHEMATIC PURPOSES 0 (1) GROUND BAR PER SECTOR. SEE THIS SHEET FOR DETAILS. EACH SECTOR GROUND BAR BONDED TO MOUNT WITH #2 STC AND APPROVED CLAMP 2—HOLE MECHANICAL LUG CONNECTION (TYP) EQUIPMENT, HYBRIDS, AND COAX GROUNDED TO SECTOR GROUND BAR GROUNDING DETAILS SCALE: N.T.S. ANTENNA & EQUIPMENT GROUNDING DETAIL SCALE: N.T,S. 5/8 — 11x1" H.H.C.S. BOLT, WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. NEWTON INSTRUMENT CO. #2 TINNED FROM SUPPORT I (CAT.# 3012-1) (CAT.# A-6056) POST TO ICE BRIDGE (TYP) I I / i INSULATORS, \ � � NEWTON INSTRUMENT CO. (CAT.# 3061-4) �` GROUND KIT (TYP) \ / I ► I I ► I #6 INSULATED j TOWER STRANDED o / / 0 GROUND KIT � !490- I LEAD WIRE (TYP) 49 5/8" ® 0 0 j II GROUND BAR WITH / jj INSULATOR (TYP) LOCKWASHER, p 0 0 NEWTON INSTRUMENT CO. 40 ` (CAT.# 3015-8) I GROUND LEAD et II COPPER GROUND BAR Y4"x4"x2O" MIN. NEWTON INSTRUMENT CO. CAT.# B-6142. ty Y2" OR 3/4" FLEXIBLE HOLE CENTERS TO MATCH NEMA DOUBLE ` N PVC (TYP) LUG CONFIGURATION. l,l F \\\\\\\\\\\\\\\\\\\\\\\\ %i\ ' � I �✓i�i\%i��i��i��i��i��i�� � I ���i �i��i��i��i��i��i��i��i��i��i��i��i� NOTES: 1. GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS REQUIRED AS WELL AS PROVIDE 50% SPARE CAPACITY. EXISTING GROUND I LJ d L J L—J 2. ALL RACKS AND EQUIPMENT CABINETS ARE TO HAVE TWO GROUNDING _____------RING --_----*_ LEADS. ALL EQUIPMENT INSTALLED IN RACKS MUST HAVE A CHASSIS GROUND ATTACHED TO A COMMON BUS BAR ON THE RACK. COMMON BUS BAR MUST BE GROUNDED TO MAIN GROUND BAR. ICE BRIDGE/HYBRID/COAX/GROUNDING BAR ELEVATION SCALE: N.T.S. STANDARD GROUND BAR DETAILS SCALE: N.T.S. PLANS PREPARED FOR: Vef izoo / 4700 EXCHANGE COURT, SUITE 100 BOCA RATON, FL 33431 (561) 995-5539 PROJECT INFORMATION: VZW SITE #: 118223 VZW SITE NAME: SPAIN_TOWER 6189 NORTH US 1 FORT PIERCE, FL 34951 (ST. LUCIE COUNTY) PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603-3530 OFFICE: (919) 661-6351 ; www.tepgroup.net ;` FLCOA#31011 `\ DIGITAL SEAL: THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY JEREMY K. WOOSTER USING A DIGITAL SIGNATURE AND DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. `� 1,tll'rrDigitally signed by Jeremy K Wooster DN:,n=Jeremy K Wooster, SUS, o=Unamlla" $ ou=A01427E0000016881D684C300002A8F, —il=jkwooeter@Wpgroup.net Date: 20210830 08:27:50-04'00' SEAL: / Q G N No.86923 r P o STATE OF �Q� OR110 N����` �G \`N NAL 111111 \\ st 30, 2021 1 08-30-21 CONSTRUCTION 0 08-13-21 PRELIMINARY REV DATE ISSUED FOR: DRAWN BY: CRB I CHECKED BY: J11J SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: REVISION: G-1 1 TEP#: 20009.4855 13