1545 MAIN ST - ANTENNA PROJECT REPLACEMENT T-MOBILE SITE ID: 9JK0554B PLANS PREPARED BY:
T-MOBILE SITE NAME: ATLANTIC BEACH
CROWN SITE ID: 812565
CROWN SITE NAME: MAYPORT
PROJECT EXISTING Apo 40
rs I alle
MEMO
C"**R OW N Qla
DESCRIPTION: EQUIPMENT UPGRADE
MIR
PROJECT TYPE: L700(INTERIM) M6wbll%./ "A"LE llko�
:c
TOWER TYPE: 190'SELF-SUPPORT TOWER ENGINEERING PROFESSIONALS
JURISDICTION: CITY OF ATLANTIC BEACH 4511 N. HIMES AVENUE 326 TRYON ROAD
7025 A C SKINNER PARKWAY SUITE #210 RALEIGH,NC 27603-3530
PRESENT TELECOMMUNICATIONS OFFICE:(919)661-6351
OCCUPATION TYPE: FACILITY JACKSONVILLE, FL 32256 TAMPA, FL 33614 www.tepgroup.net
CURRENT ZONING: ALIW CROWN SITE ID: 812565 FL COA#30978
PIN#: 172325-0000 T-MOBILE SITE ID: 9JK0554B CROWN SITE NAME:
MAYPORT
j PROJECT INFORMATION T-MOBILE SITE NAME: ATLANTIC BEACH APPROVALS
LATITUDE: N 300 20'13"* 1545 MAIN STREET
LONGITUDE: W 810 25'12"* DEPARTMENT NAME SIGNATURE DATE
GROUND ELEVATION: 18'±(AMSL) ATLANTIC BEACH, FL 32233 DEVELOPMENT MANAGER I 09-2e-I G CON5TRUCTiON
PROPERTYITOWER OWNER 0 08-22-1 G F',P�ELIMINARY
*INFORMATION PROVIDED BY CROWN CASTLE SITE ACQUISITION MANAGER
"INFORMATION PROVIDED BY GOOGLE EARTH (DUVAL COUNTY) CONSTRUCTION MANAGER REVI DATE ISSUED FOR:
RF ENGINEER
TOWER COORDINATES OPERATIONS MANAGER FRAWN BY: ic�p CHECKED BY: JTC
1. CONTRACTOR TO REMOVE(3)TMBXX-6517-R2M ANTENNA SEAL:
LESSEE:
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN [(l)PER SECTOR]
NAME: T-MOBILE ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES
2. CONTRACTOR TO INSTALL(3)FASI3 ANTENNA[(l)PER SECTOR]
'I,/
AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE
ADDRESS: 7025 A C SKINNER PKWY. PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE ev,
-71 CITY,STATE,ZIP: JACKSONVILLE,FL 32256 3. CONTRACTOR TO ROTATE EXISTING MOUNTS AS NEEDED TO
CONTACT: KELLY WILLIAMSON LATEST EDITIONS OF THE FOLLOWING:
7U ACCOMMODATE PROPOSED ANTENNA AZIMUTHS A
PHONE: (904)993-0014 1. FLORIDA BUILDING CODE 4. 2011 NATIONAL ELECTRIC CODE
JD L 1
(5TH EDITION) 5. CITYICOUNTY ORDINANCES aq
TOWER OWNER: 2. LOCAL BUILDING CODE
3. ANSI/TIA-222-G-2-2009 N 75
NAME: CROWN CASTLE
-OIDS Go'�eNcla
ADDRESS: 4511 N.HIMES AVE.SUITE#210 0
T CITY,STATE,ZIP: TAMPA,FL 33614 CODE COMPLIANCE 0 � Lj%c V.11OXANL
r
KEVIN DEPATIE ""-N
CONTACT: go!D
PHONE: (813)342-3888 *SOO
E N EFR THE STRUCTURAL ANALYSIS BY PAUL J.FORD&COMPANY(DATED OIR �'Dllioos
E D P,S GOV
"�� 0, \ 'c' il"v
B-15-2016)WAS PERFORMED IN ACCORDANCE WITH THE 2014 FLORIDA 011 jo�% - 11 '/ lt;:�
�'S
SURVEYOR: BUILDING CODE,STH EDITION,BASED UPON AN ULTIMATE 3-SECOND GUST
'See &SIA-Is
WIND SPEED OF 129 MPH CONVERTED TO A NOMINAL 3-SECOND GUST WIND
NAME: N/A &-TV.
SPEED OF 100 MPH PER SECTION 1609.3.1 AS REQUIRED FOR USE IN THE
41,01 �
4 E V,, P, ADDRESS: N/A TIA-222-G STANDARD PER EXCEPTiON#5 OF SECTION 1609.1.1.RISK
CITY,STATE,ZIP: N/A September29,2016
CONTACT: N/A CATEGORY 11,EXPOSURE CATEGORY C AND TOPOGRAPHIC CATEGORY 1
WERE USED IN THIS ANALYSIS.
PHONE: NIA
VID
0 'ale
PROPERTY OWNER:
ul
Z
NAME: PAR PRO LTD DESIGN CRITERIA
ADDRESS: PO BOX 330177
�T_MOBILE SCOPE OF WORK
CITY,STATE,ZIP: ATLANTIC BEACH,FL 32233
CONTACT:
UNKNOWN
z PHONE: UNKNOWN SHEET DESCRIPTION REV
r,',F fli
t-0 0 Tl TITLE SHEET 1
CIVIL ENGINEER: UTILITIES:
Nl PROJECT NOTES I
NAME: TOWER ENGINEERING PROFESSIONALS POWER COMPANY: JEA
Cl COMPOUND DETAIL
ADDRESS: 326 TRYON ROAD CONTACT: CUSTOMER SERVICE
LOCATION MAP CITY,STATE,ZIP: RALEIGH,NC 27603-3530 PHONE: (904)665-6000 C2 TOWER ELEVATION
CONTACT: GRAHAM M.ANDRES,P.E. METER#NEAR SITE: 27 765 789(T-MOBILE) C3 EXISTING&PROPOSED ANTENNA PLANS V o
-6351
'e
PHONE: (919)661
C3A MICROWAVE ANTENNA PLAN
FROM 1295E. TAKE THE FL-10/ATLANTIC BLVD EXIT 0.2 MILES.
KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR NEPTUNE
C4 EXISTING ANTENNA&COAX SCHEDULE I f.
BEACHIATLANTIC BEACH AND MERGE ONTO FL-10 E/ATLANTIC ELECTRICAL ENGINEER: C5 PROPOSED ANTENNA&COAX SCHEDULE I
BLVD 6.0 MILES. MERGE ONTO MAYPORT RD VIA THE RAMP TO NAME: TOWER ENGINEERING PROFESSIONALS TELEPHONE COMPANY: AT&T C6 EXISTING PLUMBING DIAGRAM I
NAVAL STATION MAYPORT 1.3 MILES.TURN LEFT ONTO LEVY RD ADDRESS: 326 TRYON ROAD CONTACT: CUSTOMER SERVICE
0.4 MILES. TAKE THE 2ND RIGHT ONTO MAIN ST.TURN RIGHT.SITE CITY,STATE,ZIP: RALEIGH,NC 27603-3530 PHONE: (866)620-6900 C6A PROPOSED PLUMBING DIAGRAM I
ACCESS BETWEEN WAREHOUSES(GRAVEL RD). CONTACT: GRAHAM M.ANDRES,P.E. PHONE#NEAR SITE: (904)241-6369 El GROUNDING DETAILS I SHEET NUMBER: REVISION:
PHONE: (919)661-6351 PEDESTAL#NEAR SITE: S 407 1 1 Tml
DRIVING DIRECTIONS P.%oONTACT INFORMATION-- INDEX OF SHEETS TEP#: 2GG08�54473
PLANS PREPARED FOR:
PROJECT NOTES: r"
iv mi 1TA o b 1-1
1 ALL REFERENCES TO THE OWNER IN THESE DOCUMENTS SHALL BE CONSIDERED T—MOBILE OR ITS DESIGNATED
REPRESENTATIVE.
7025 A C SKINNER PARKWAY
2. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE (5TH EDITION) FLORIDA BUILDING CODE. JACKSONVILLE, FL 32256
3, UNLESS SHOWN OR NOTED OTHERWISE ON THE --ONTRACT 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. PROJECT INFORMATION:
4� ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERSEDE
ANY CONFLICTING NOTES ENCLOSED HEREIN. TMO ID: 9JK0554B
5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED CROWN ID: 812565
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. 1545 MAIN STREET
ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ATLANTIC BEACH, FL 32233
ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. (DUVAL COUNTY)
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, PLANS PREPARED BY:
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 S-iALL 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 1010
PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES
AND REGULATIONS GOVERNING THIS WORK. mkv��
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 TOWER ENGINEERING PROFESSIONALS
AGENT FOR APPROVAL. 326 TRYON ROAD
9. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL RALEIGH,NC 27603-3530
BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS, OFFICE:�91�)661-6351
10. IF APPLICABLE, ALL CONCRETE WORK SHALL COMPLY TO LOCAL CODES AND THE ACI 318-11, "BUILDING REQUIREMENTS www.tep ro p.net
FOR STRUCTURAL CONCRETE".
11, ALL TOWER DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING
CONSTRUCTION. NOTIFY THE ENGINEER IMMEDI�TELY IF ANY DISCREPANCIES ARE DISCOVERED. A DESIGNATED /4C,�A#JJQ�978
RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS.
SEAL:
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.
Ql�
pall
No. 753177 %
e,7
F
X�.
5eptem6er29,2016
1 09-29-1 G CON15TRUCTION
C 08-22-1 G I'KELIMINARY
.REVI DATE,,. ISSUED FOR:
—7771
DRAWN BY: CHECKED BY:
SHEET TITLE:
PROJE!��Cl,�,,
NOTES
SHEET NUMBER: REVISION:
Nml
TEP#: 2rSG08.54473
NOTE: PLANS PREPARED FOR:
VERWY
COMPOUND DETAIL SHOWN BELOW TAKEN FROM INFORMATION PROVIDED BY
CROWN CASTLE. CONTRACTOR TO VERIFY ALL EXISTING INFORMATION IS AS illoi a ivTvlobl*lelw
INDICATED ON SITE PLAN. CONTRACTOR IS TO ESTABLISH THE EXISTENCE
AND LOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES.
IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES. 7025 A C SKINNER PARKWAY
JACKSONVILLE, FL 32256
PROJECT INFORMATION:
EXISTING FENCED COMPOUND TIVIO ID: 9JK0554B
X CROWN ID: 812565
EXISTING UTILITY RACK (TYP) 1545 MAIN STREET
ATLANTIC BEACH, FL 32233
(DUVAL COUNTY)
PLANS PREPARED BY:
EXISTING T-MOBILE 8'-O"xl3'-O"
EQUIPMENT AND GENERATOR PAD
ANI
-0" WIDE
EXISTING 12'
ACCESS GATE ONE
X
PROPOSED EOUIPMENT TO x
BE INSTALLED INSIDE
EXISTING T-MOBILE
CABINETS AND/OR RACKS
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
X RALEIGH,NIC 27603-3530
OFFICE:(919)661-6351
www.tepgro et
EXISTING T-MOBILE ICE BRIDGE r EXISTING 5'-6"xll'-O" I
GENERATOR PAD
BY OTHERS �14A 30f,6
X K SEAL:
<
K \V1
K
K
EXISTING ICE BRIDGE
EXISTING SELF-SUPPORT TOWER. BY OTHERS
SEE SHEET C-2 FOR ELEVATION. 75,117
EXISTING ll'-9"x36'-7"
X
"'o
K
EQUIPMENT SHELTER
77771 BY OTHERS
Septem6er29,2016
X
z
///Z//ZZZ/Z/ZZZ 1 09-29-1 G CON5TRUCTION
0 08-22-1 G FRELIMINARY
EXISTING GRAVEL IREVI DATE ISSUED FOR:
WITHIN COMPOUND
DRAWN BY: -k CHECKED BY: JTC
X
SHEET TITLE:
Compou
x x x x x- x x DETAIL
4A`_
SHEET NUMBER: REVISION:
COMPOUND DETAIL 0 8 1�6
I lommmmmmmmol c
.54473
SCALE. �/32" l'-O" SCALE IN FEET TEP#: 2GG05
PLANS PREPARED FOR:
NOTE:
TOWER ELEVATION IS FOR SCHEMATIC PURPOSES is]li ly, wjMobilem
ONLY. TEP DID NOT CONFIRM EXISTING SITE
CONDITIONS INCLUDING, BUT NOT LIMITED TO,
ANTENNA HEIGHTS, ANTENNA AZIMUTHS AND 7025 A C SKINNER PARKWAY
MOUNT CONFIGURATIONS. JACKSONVILLE, FL 32256
PROJECT INFORMATION:
(-619o'—011± TMO ID: 9JK0554B
I-' T/TOWER CROWN ID: 812565
1545 MAIN STREET
EXISTING ANTENNA ATLANTIC BEACH, FL 32233
BY OTHERS (TYP) (DUVAL COUNTY)
PLANS PREPARED BY:
PROPOSED T—MOBILE ANTENNAS.
(TYP OF 3). SEE SHEETS C-3 Alm
AND C-5 FOR DETAILS. INS
AH02
130'—O"± 41
(�/T—MOBILE
ANTENNAS EXISTING T—MOBILE ANTENNAS TO
REMAIN (TYP OF 6). SEE SHEET TOWER ENGINEERING PROFESSIONALS
C-3 AND C-4 FOR DETAILS. 326 TRYON ROAD
RALEIGH,NC 27603-3530
EXISTING OFFICE:(919)661-6351
SELF—SUPPORT www.tepg pet
TOWER
4 3 978
SEAL:
Zl
'ftft
ST
�F
0
e tem6 9,2016
1 09-29-1 G CON15TRUCTION
0 08-22-1 G FKELIMINARY
0'-0" (REFERENCE) IREVI DATE "�"J§SUED FOR:
T/CONCRETE N N X N X X
DRAWN BY. CAF3 c BY: JTC
R/'/�IN
SHEET TITLE:
TOWER
ELEVATION
SHEET NUMBER: REVISION:
TOWER ELEVATION 0 3.0 610
SCALE: 1 30' SCALE IN FEET C=2 TEP#: 2G�;08.54473
NOTE: NOTES: PLANS PREPARED FOR:
TEP DID NOT CONFIRM THE EXISTING 1, TEP DID NOT CONFIRM THE EXISTING ANTENNA
ANTENNA OR MOUNT CONFIGURATION. CONFIGURATION OR MOUNT CONFIGURATION. T a !Niob ilea
CONTRACTOR TO CONFIRM MOUNT IS SUFFICIENT FOR
PROPOSED LESSEE EOUIPMENT.
(1,E, CONFIRM MOUNT PIPE IS OF SUFFICIENT LENGTH) 7025 A C SKINNER PARKWAY
JACKSONVILLE, FL 32256
O;u 2. VERIFY PROPOSED LOADING WI TH STRUCTURAL z�
0;0
;0c: ;uc
ANALYSIS PRIOR TO CONSTRUCTION.
m PROJECT INFORMATION:
3. SAFETY CLIMB AND CLIMBING PATH SHALL NOT BE
OBSTRUCTED IN ANY WAY. TMO ID: 9JK0554B
CROWN ID: 812565
1545 MAIN STREET
ATLANTIC BEACH, FIL 32233
(DUVAL COUNTY)
PLANS PREPARED BY:
EXISTING RRU TO REMAIN EXISTING RRU
(NOKIA P/N: FRIG, (NOKIA P/N: FRIG,
TYP OF 3) TYP OF 3)
> > > > > >
0 0
EXISTING RRU TO REMAIN 0 -00 -u 0 EXISTING RRU 0 -v 0 0
c . c: .
(NOKIA P/N: FXFB, > 1: (NOKIA P/N: FXFB, z
TYP OF 3) >1 TYP OF 3) Mi
NIXON
ANN
12 2 1101
r, 1 2 3 4 3 4
12 T-1 1
TOWER ENGINEERING PROFESSIONALS
> 7- 326 TRYON ROAD
0
> RALEIGH,NC 27603-3530
>
< 0 OFFICE:(919)661-6351
K 0 >
> K:CD www.terl�up.net
K .
>
10 10 EXISTING ROTATED
PROPOSED NOKIA ANTENNA
MOUNT (TYP OF 2) F CkA#'�0978
EXISTING MOUNT TO BE
(TYP OF 3). SEE SHEET 9
9 ROTATED AS NEEDED TO C-5 FOR PROPOSED
EXISTING RAYCAP SURGE ACCOMMODATE PROPOSED SEAL:
ANTENNA SCHEDULE.
PROTECTOR TO REMAIN ANTENNA AZIMUTHS >
(TYP OF 3) (TYP OF 2) 0 BQ'
EXISTING RAYCAP > �J�
>E0 > < —6F I A
K 0 SURGE PROTECTOR K c� v-
o5
(TYP OF 3) >
> (p
No- 7 5 3 17"
EXISTING ANDREW TMA /6
TO REMAIN (TYP OF 3) 5
6 EXISTING ANDREW TMA 105-
(TYP OF 3)
TNA
EXISTING ANDREW ANTENNA
S
TO REMAIN (TYP OF 6). SEE '0
SHEET C-4 FOR EXISTING EXISTING ANDREW
September 29,2016
80'
ANTENNA SCHEDULE. ANTENNA (TYP OF 6)
/ 7
7
1 09-29-1 G CONSTRUCTION
EXISTING ANDREW ANTENNA 8 8 0 05-22-1 G PRELIMINARY
TO BE REMOVED (TYP OF 3). REVI D AT ISSUED FOR:
SEE SHEET C-4 FOR
EXISTING ANTENNA SCHEDULE. DRAWN BY: CHECKED BY: JTC
SHEET TITLE:
EXISTINCV&
PROPOSED
ANTENNA PLANS
SHEET NUMBER: REVISION:
EXISTING ANTENNA PLAN PROPOSED ANTENNA PLAN C=3
SCALE: 3/16" = 1'-0" SCALE IN FEET SCALE: -3/16" = 1'-0" SCALE IN FEET TEP#: 2GC,08.54473
PLANS PREPARED FOR:
T Is ffliMobl" "lem
7025 A C SKINNER PARKWAY
JACKSONVILLE, FL 32256
PROJECT INFORMATION:
TMO ID: 9JK0554B
CROWN ID: 812565
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
(DUVAL COUNTY)
EXISTING ANTENNA/COAX SCHEDULE PLANS PREPARED BY:
POS. SECTOR MANUFACTURER MOUNTING COAX AZIMUTH COAX TMAIRRUICOVP
(MODEL#) HEIGHT SIZE (TN) LENGTH [MODEL#]
ANDREW (1) NOKIA RRU
1 ALPHA TMBXX-6517—R2M @ 130'-0"+— 0* 180'± [FXFB]
(1) NOKIA RRU MISS
2 ALPHA — m'k%!
[FRIG]
3 ALPHA ANDREW @ 130'—O"± ol 180'± �1) ANDREW TMA
TMBXX-6517—R2M ETW20OVS12UB] TOWER ENGINEERING PROFESSIONALS
ANDREW @ 130'—O"± (1) RAYCAP_ 326 TRYON ROAD
4 ALPHA TMBXX-6517—R2M* 0* 180'± [RNSDC-7771—PF 48] RALEIGH,NC 27603-3530
5 BETA ANDREW @ 130'—O"± (7) 15/8" 80* 180'+— (1) NOKIA RRU OFFICE:(91
TMBXX-6517—R2M COAX [FXFB] www.tep oup.net
6 BETA (3) 13A" NSN (1) NOKIA RRU
[FRIG]
LOW CAP HCS 11978
FIBER
ANDREW 1) ANDREW TMA
7 BETA @ 130'—O"± 80' 180'± ETW20OVS12UB]
TMBXX-6517—R2M
(3) lY4" NSN SEAL:
(1) RAYCAP
ANDREW LOW CAP HCS
8 BETA @ 130'—O"± [RNSDC-7771—PF-48]
80' 180'±
TMBXX-6517—R2M* FIBER
9 GAMMA ANDREW 130'—O"± 180' 180'± (1) NOKIA RRU
TMBXX-6517—R2M [FXFB] No
(1) NOKIA RRU
10 GAMMA [FRIG]
7
0 -ST E OF
11 GAMMA ANDREW @ 130'—O"± 180, 180'—+ 1) ANDREW TMA
TMBXX-6517—R2M `iETW200VS12UB]
ORID
ANDREW (1) RAYCAP
Ll 2 GAMMA TMBXX-6517—R2M* @ 130'—O"± 180' 180'± [RNSDC-7771—PF-48]
*NOTE ANTENNA TO BE REMOVED Septem6er29,2016
1 09-29-1 CONSTRUCTION
0 08-22-1 G PRELIMINARY
REV. DATE ISSUED FOR:
DRAWN B;Li4e-�,.4
CHECKED BY: JTC
SHEET TITLE ":;^o
EXISTU4G
ANTENNA
,QAX
SCHEDULtli'lllll�'
SHEET NUMBER: REVISION:
EXISTING ANTENNA a COAX SCHEDULE
C=4
SCALE: N�T.S. TEP#: 2GG08-54473
PLANS PREPARED FOR:
min a P.N. T.obilem
7025 A C SKINNER PARKWAY
JACKSONVILLE, FL 32256
PROJECT INFORMATION:
TMO ID: 9JK0554B
CROWN ID: 812565
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
(DUVALCOUNTY)
PROPOSED ANTENNAICOAX SCHEDULE PLANS PREPARED BY:
POS. SECTOR TECH. MANUFACTURER MOUNTING COAX AZIMUTH COAX MECH. ELEC. TMAIRRU/RAYCAP
(MODEL#) HEIGHT SIZE (TN) LENGTH TILT TILT [MODEL#]
AM
1 ALPHA ANDREW @ 130'-O"± k%l
GI 90� TMBXX-6517-R2M o' 180,± 0* 2* (1) NOKIA RRU 00
U1901D [FXFB] SON
2 ALPHA L1900 NOKIA 0 130'-O-± ol 180,± 0* 2* (1) NOKIA RRU
L2100 FASB [FRIG]
4ma
3 ALPHA U21 00 ANDREW @ 130'-O"± (1) ANDREW TMA
TMBXX-6517-R2M 0* 180'± o' 2* [ETW20OVS12UB]
(1) RAYCAP TOWER ENGINEERING PROFESSIONALS
4 ALPHA - - - - - [RNSDC-7771-PF-48] 326 TRYON ROAD
ANDREW (7) 1%" RALEIGH,NC 27603-3530
5 BETA Gl 901) @ 130'-O"± 80* 180'± 0* 2* OFFICE(9 )661-6351
TMBXX-6517-R2M COAX (1) NOKIA RRU
1-11900 NOKIA [FXFB] W I g oup.net
6 BETA L1900 CL 0 130'-0"± (3) 13/5" NSN 80, 180'± 0* 2* (1) NOKIA RRU
L2100 FASB LOW CAP HCS [FRIG] L
ANDREW (1) ANDREW TMA A '30978
FIBER L , A I
BETA U21 01) @ 130'-O"±
7 TMBXX-6517-R2M 80' 180,± 0* 2* [ETW20OVS12UB] I p oil 11
(3) 1 Y4" NSN (1) RAYCAP SEAL:
LOW CAP HCS [RNSDC-7771-PF-48]
J
8 BETA
FIBER
9 GAMMA Gl ANDREW M @ 130,_O,,± 180* 180'± o' 2'
90�� TMBXX-6517-R2 (1) NOKIA RRU -,:z No. 75317
U1900 NOKIA [FXFB]
10 GAMMA L1900 Ck 0 130'-0"± 180, 180'± ol 2* (1) NOKIA RRU
L21 00 FASB [FRIG]
(1) ANDREW TMA STATE OF 41,
ANDREW 4"
11 GAMMA U2100 TMBXX-6517-R2M @ l3o'-o"± 180* 180'± o' 2* [ETW20OVS12UB] 472�'z
(1) RAYCAP
12 GAMMA [RNSDC-7771-PF-48] OR t'O' lp'
PROPOSED EOUIPMENT IN BOLD 5eptem6er29,2016
1 013-2 - CON5TRUCTION
:7 PRELIMINARY
0 08-22-1 G 111L I L�-
[RE VTDATE '4-4' �rft�p
�D FOR:
FDRAWN BY: CAD I CHE��: JTC
SHEET TI TLE:
PROPOSED
ANTENNA & COAX
SCHEDULE
PROPOSED ANTENNA & COAX Sl.#HEDULE SHEET NUMBER: REVISION:
SCALE: N.T.S. C=5 ITEP#: 2GG08.544731
NOTE: NSN Configuration 213—U2100 on Ground PLANS PREPARED FOR:
CONTRACTOR TO REFERENCE TMO ISSUED Non-rooftop Star Sites for Fragmented PCS Spectrum Markets r""
RFDS AND GIVE PRECEDENCE TO INFORMATION kv m Is.]V- 1 0- b i I
PROVIDED IN RFDS OVER INFORMATION Antenna cabling of one sector shown for clAritj)
PROVIDED IN PLUMBING DIAGRAM BELOW.
7025 A C SKINNER PARKWAY
JACKSONVILLE, FL 32256
egen
PROJECT INFORMATION:
TMO ID: 9JK0554B
CROWN ID: 812565
1545 MAIN STREET
ATLANTIC BEACH, FL 32233
(DUVAL COUNTY)
L
e
ger
F�
PLANS PREPARED BY:
'JWA�
AfSf TO
----------
CE I
'q
AM 16
X TOWER ENGINEERING PROFESSIONALS
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SHEET NUMBER: REVISION:
ICE BRIDGE/COAX GROUNDIN, ELEVATION STANDARD GROUND BAR DETAIL
SCALE: N.T.S. SCALE: N.T.S. G=1 I TEP#: 2GG06.54473