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UTILITIES PROTECTION CENTER
ITS THE LAW
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PREPARED FOR:
erigp wireless
All contraction rust r .mply w:th
The Interrtational 5uilding Code /,,
EdltIon ri nd Sta :s of ,"7:torgla Building
Amor1dmsnte
10300 OLD ALABAMA ROAD CONNECTOR
ALPHARETTA, GA 30022
SITE NAME
SOUTH TYBEE
ISLAND
ANTENNA MODIFICATION ON:
OCEAN PLAZA
BEACH RESORT
))
OWERSOU
PREPARED BY:
CE, INC.
1875 OLD ALABAMA RD
SUITE 1008
ROSWELL, GA 30076
TEL 678 -990 -2338
FAX 678 -990 -2342
DRAWING INDEX
T -1 TITLE SHEET & PROJECT INFORMATION
C -1 GENERAL NOTES
C -2 BUILDING ELEVATION & PLAN
C -3 ANTENNA SCHEDULE
C -4 ANTENNA REPLACEMENT SCHEDULE
-- SURVEY
-- SLED STRUCTURAL STEEL DETAIL
DRIVE DIRECTIONS
FROM ATLANTA
Take 1 -75 South
Take EXIT 165 onto 1 -16 [SR -404]
Take EXIT 165 onto SR -204 [37th
LEFT onto SR -204 [W 37th St]
STRAIGHT onto SR -204 [E 37th St]
RIGHT onto SR -204 [Abercorn St]
LEFT onto US -80 [SR -26]
RIGHT to stay on US -80 [SR -26]
LEFT onto 14th St
RIGHT onto Strand Ave
80,8 mi
164.5 mi
St Connector]
0.7 mi
0.6 mi
0.1 mi
0.3 mi
16.7 mi
1.2 mi
0.1 mi
98 yds
PROJECT INFORMA.ION
slrE ADDRESS: 1401 STRAND AVENUE
TYBEE ISLAND, GA 31328
LATE UDE: 31' 59' 38.4"
LONGITUDE: 80' 50' 47.9"
PARCEL IDs:
ZONING
ZONING
4- 0008 -01 -001, 4- 0008 -01 -005
4- 0008- 01 -005L & 4- 0008 -02 -001
CLASSIf1 AT1ON: C -1 /SE
JURISDICTION: CITY OF TYBEE ISLAND
BUILDING OWNER: RESORT INNS INC
1401 STRAND AVENUE
TYBEE ISLAND, GA 31328
VERIZON WIRELESS
10300 OLD ALABAMA ROAD CONN.
ALPHARETTA, GA 30022
STAN CAMP
678- 277 -3500
APPLICANT:
ENGINEER: WIWAM BELL ENGINEERING
260 FLOWERS COVE LANE
LILBURN, GA 30047
404 -697 -7502
GSWCC LEVEL II # 0000033906
TOWERSOURCE/ WESLEY LEE
912- 663 -3302
CM CONTACT:
TEL COMPANY; AT &T
POWER COMPANY: GA POWER
. OWERSOURCF INC
1815 OLD ALABAMA RD
SUM 7008
ROSWG78 GA 70076
TEL. 678-950-2338
FAX 678-940 -2k:
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SOUTH TYBEE ISLAND
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GENERAL NOTES:
1. CONTRACTOR IS TO COMPLY WITH THE REQUEST FOR QUOTATION (RFC) AND CONSTRUCTION SPECIFICATIONS
(LATEST REVISION) & BUILDING MANUFACTURER'S DRAWINGS, ALL PREVIOUSLY PROVIDED BY VERIZON WIRELESS.
2, DIMENSIONS TO ALL EXISTING SITE FEATURES SHALL BE FIELD VERIFIED BY THE CONTRACTOR & ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE,
3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES, PIPES, OR ANY OTHER
SUBSURFACE STRUCTURES PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL CONTACT THE LOCAL
UTILITY LOCATING SERVICE 45 HRS PRIOR TO DIGGING, DRILLING, OR BLASTING.
4. VERIZON'S CONSTRUCTION PROJECT MANAGER OR VERIZON'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING
OF ANY CONDITIONS THAT VARY FROM THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE
PLANS WITHOUT THE EXPRESSED WRITTEN APPROVAL OF VERIZON'S CONSTRUCTION PROJECT MANAGER OR
VERIZON'S REPRESENTATIVE.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL DRAWINGS & SPECIFICATIONS AND TO
COORDINATE HIS WORK WITH THE WORK OF ALL OTHERS TO ENSURE THAT WORK PROGRESSION IS NOT
INTERRUPTED,
6, CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE PROPERTY OWNER AS TO AVOID
ANY INTERRUPTIONS WITH THE PROPERTY OWNER'S OPERATIONS.
7, CONTRACTOR SHALL KEEP THE PROJECT SITE FREE FROM ACCUMULATION OF WASTE MATERIALS & RUBBISH AT
ALL TIMES DURING THE CONSTRUCTION PERIOD, & SHALL REMOVE ALL WASTE MATERIALS & RUBBISH FROM
THE PROJECT SITE AT THE COMPLETION OF WORK, EXCEPT THOSE SPECIFICALLY REQUIRED BY THE CONTRACT
DOCUMENTS TO BE LEFT FOR THE OWNER'S MAINTENANCE.
8. THE CONTRACTOR SHALL RESTORE ALL PROPERTY TO IT'S PRE - CONSTRUCTION CONDITION TO THE OWNER'S
SATISFACTION.
9. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY DISTURBED, DAMAGED, OR
REMOVAL OF MONUMENTATION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION
OF A REGISTERED LAND SURVEYOR.
10. DAMAGE TO EXISTING STRUCTURES & UTILITIES SHALL BE REPAIRED OR REPLACED TO OWNER'S SATISFACTION
AT THE CONTRACTOR'S EXPENSE. MAINTAIN FLOW FOR ALL UTILITIES.
11. ALL UTILITY CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'S
REPRESENTATIVE AND THE UTILITY COMPANY PRIOR. TO EACH CONNECTION.
12. UNLESS OTHERWISE INDICATED, VERIZON SHALL OBTAIN & PROVIDE CONSTRUCTION PERMITS. THE CONTRACTOR
SHALL OBTAIN. AT HIS OWN EXPENSE, ALL REQUIRED LOCAL, CITY, STATE AND /OR COUNTY CONSTRUCTION
LICENSES. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL APPLY FOR & PROVIDE A CERTIFICATE
OF OCCUPANCY.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE FOR
CONSTRUCTION.
14. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, & FEDERAL REGULATIONS.
15. CONSTRUCTION WASTE MAY NEITHER BE BURNED NOR BURIED AND MUST BE TAKEN TO AN APPROVED
LANDFILL.
16. SECURITY TO THE SITE SHALL BE MAINTAINED AT ALL TIMES.
17. CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF THE SHELTER DURING AND AFTER CONSTRUCTION. THE
EQUIPMENT SHELTER SHALL NOT BE USED FOR STORAGE OF TOOLS, CONSTRUCTION MATERIALS OR EQUIPMENT,
CONTRACTOR SHALL ENSURE THE SHELTER IS CLEANED AT CONCLUSION OF CONSTRUCION AND THE FLOOR
CLEANED, WAXED, AND BUFFED TO SHINE.
18. FOR GREENFIELD /NEW TOWERS SITES, CONTRACTOR IS RESPONSIBLE FOR ENSURING THE TOWER LIGHTS ARE
MONITORED MORNING AND NIGHT EACH 24 HRS FROM THE TIME THE TOWER IS TOPPED OUT UNTIL SITE HAS
ALARMS CONNECTED TO THE OPERATIONS SWITCH OR HOC, CONTRACTOR TO NOTIFY PROJECT MANAGER AT
THE TIME THE TOWER IS TOPPED OUT TO EDWARD NOTIFICATION TO VERIZON REGULATORY AND FCC/FAA.
COAX PASS CRITERIA @ 700/800 MHZ
System
Line
Length
<ft)..
EL-SYSTEM
EL-SHORT
EL-LOAD
.:7/8'
1 1/4'.:1
-5/8'
7/9''
1 1/4"
'1 -S {9'
/
'1" 1/4`
1-5/8'
100' .
-17
-16,8
-167
-3,2
-2,6
-2.3
-22
-22
-22
151' .
-17.3
-17
-169
-4.3
-3,4
-2.9
-22
-22
-22
200' .
-17.6
-17.3
-171
-5.4
-4,1
-3.6
-23
-23
-23
250' '
-17.8
-17.5
-17,3
-6.5
-4.9
-4,2
-23
-23
-23
X00'.
-18
-17,6
-17.5
-7.6
-5.7
-4,9
-24
-24
-24
250"
-18,1
-17,8
-17,6
-8,8
-6,5
-5,5
-24
-24
-24
400' `
-18.2
-17,9
17.7
9,9
7,3
-6.2
-25
-25
-25
RUCTURAL STEEL NOTES:
1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN,
FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
2. ALL INTERIOR STRUCTURAL STEEL SHALL BE FINISHED WITH ONE COAT FABRICATOR'S NON -LEAD, RED OXIDE
PRIMER. PRIMING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL
DINGS, SCRAPES, MARS, & WELDS IN THE PRIMED AREAS SHALL BE REPAIRED BY FIELD TOUCH -UP PRIOR TO
COMPLETION OF THE WORK.
3. ALL EXTERIOR STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATION ASTM A36
UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST
EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, & WELDS SHALL BE REPAIRED BY FIELD TOUCH -UP PRIOR TO
COMPLETION OF THE WORK,
4, HOLES SHALL 1407 BE PLACED THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON
THE DRAWINGS.
5. CONNECTIONS:
5,1. ALL WELDING SHALL BE DONE USING E7OXX ELECTRODES AND SHALL CONFORM TO AISC AND AWS D1,1.
WHERE FILLET WELD SIZES ARE NOT SHOWN. PROVIDE THE MINIMUM SIZE PER TABLE 12.4 IN THE AISC
"MANUAL OF STEEL CONSTRUCTION ", 13th EDITION, AT THE COMPLETION OF WELDING, ALL DAMAGE TO
GALVANIZED COATING SHALL BE REPAIRED.
5.2. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTl4 A325 BOLTS (3/4 ") AND SHALL HAVE
A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE,
5.3, NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5 /B" DIA GALVANIZED ASTM A307 BOLTS
UNLESS NOTED OTHERWISE.
5.4, CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL BY ENGINEER.
ANTENNA NOTES:
1. AFTER ANTENNA INSTALLATION, LABEL EACH COAXIAL CABLE LINE WITH STRIPS OF COLORED, UV RESISTANT
TAPE AT BOTH ENDS OF EVERY LINE. IDENTIFICATION TAPE AS SHOWN ON TOWER ELEVATION PAGE.
2. TEST ALL COMPONENTS UPON COMPLETION OF INSTALLATION TO ENSURE THAT ALL ITEMS HAVE BEEN
PROPERLY INSTALLED AND ARE OPERATIONAL AS INTENDED.
3. TEST CRITERIA;
3.1. ALL CABLES SHALL BE TESTED BETWEEN 700 -1900 MHz,
3.2. ALL ANTENNAS MUST MEET A RETURN LOSS OF 16dB OR BETTER.
3.3. ALL INSERTION LOSS SHALL MEET OR BE LESS THAN 11-HAT SPECIFIED ON THE EBTS WORKSHEET.
4, EQUIPMENT REQUIRED - MINIMUM TEST EQUIPMENT SHALL INCLUDE:
4.1. SWEPT-FREQUENCY SCALAR NETWORK ANALYZER SYSTEM,
4.2, SIGNAL SEPARATION DEVICE WITH A DIRECTIVITY OF AT LEAST 40dB BETTER THAN THE HIGHEST RETURN
LOSS IT IS REQUIRED TO MEASURE,
4.3. PRINTER OR PLOTTER CABLE CAPABLE OF PRODUCING 8.5 "x11" COPIES (DIGITAL PRINTERS UNACCEPTABLE)
FOR RECORDING PERMANENT RECORD OF MEASURED RETURN LOSS & INSERTION LOSS AND INSERTION
CHARACTERISTICS. A TIME DOMAIN REFLECTOMETER (TDR) FOR FAULT LOCATION.
5. TESTS REQUIRED:
5,1. CABLE RETURN LOSS (INCLUDES TOP & BOTTOM JUMPERS).
5.2. LOAD TEST; SHOULD BE -40dB OR BEIIER.
5.3. CABLE INSERTION LOSS - MUST MEET OR BE LESS THAN THE MANUFACTURER'S PUBLISHED
SPECIFICATIONS.
5.4. SYSTEM RETURN LOSS - IF SYSTEM SWEEPS BETTER THAN LOAD, THERE IS A PROBLEM IN THE SYSTEM.
6. TEST DOCUMENTATION;
6.1. THE FOLLOWING DATA MUST BE INCLUDED FOR EACH ANTENNA TESTED:
6.1,1, INSERTION LOSS DATA.
6.1.2. RETURN LOSS INTO 50'hm LOAD, SWEEP MEASUREMENTS.
6.1.3. RETURN LOSS INTO ANTENNA SWEEP MEASUREMENTS.
6.2. DOCUMENTATION FORMAT:
6.2,1, COPIES OF ALL TEST DATA MUST BE PLACED IN BINDERS.
6.2.2. PROVIDE TWO (2) COPIES OF ALL TEST DATA, ONE COPY TO REMAIN AT SITE & ONE COPY FOR THE
VERIZON PROJECT MANAGER.
6.2.3. ALL TESTS MUST BE LOGGED AND DATED.
6,2.4. SWEEP MEASUREMENTS MUST BE CHART RECORDED & DATED.
COAX PASS CRITERIA @ 1900 MHZ
System
Line
Length
<f t>
RL- SYSTEM
RL -SHORT
RL -LOAD
1Y-?4'
1� -33/8'
7/8'
1-1/4'
1 -5/8`
"
111$
1,'t/13'
100'-`
-17,4
-17,1
-17
-4.9
-4
-3,5
-22
-22
-22
150'
-17,7
-17.4
-17.3
-6,7
-52
-4.5
-22
-22
-22
2{10`
-18
-17.7
-17,5
-8.4
-6,5
5.5
-23
-23
-23
28.0'
-18.2
-17.9
-17.8
- 102
-7,5
-6,5
-23
-23
-23
" 00'
-18,3
-18.1
-17,9
-11,9
-9
-7.5
-24
-24
-24
350, ' `
-18,4
-18.2
-18.1
-13.7
-10.3
-8.6
-24
-24
-24
40'0''' '
-18.5
-18.3
-18.2
-15.4
-11,6
-9.6
-25
-25
-25
THE ABOVE TABLE IS THE MINIMUM THAT OPERATIONS IS REQUIRED TO PROVIDE DURING A COMPLETE
SYSTEM RETURN LOSS TEST (I.E. WITH IN -LINE DUPLEXERS, DIPLEXERS, SURGE ARRESTORS, ETC,) THE
VALUES WITHIN THIS TABLE ARE CONSIDERED PASS VALUES FOR A NEW OR EXISTING SYSTEM,
GENERAL CONTRACTOR- BASED ON THESE TABLES, GC IS REQUIRED TO PROVIDE A SYSTEM SWEEP FROM
THE CONNECTOR AT THE HATCH PLATE WIT¶HGAI READING- TERMINATION GIN NEW OR EXISTING TER, TOX/cQ ALLOW OPERATIONS TO
GET THEIR REQUIRED READINGS. PASS CRITERIA FOR MAIN FEED LINE (MFL) OR ANY JUMPER -40 dB OR BETTER
PASS CRITERIA FOR DIN AND MFL CONNECTORS -3D dB OR BEIIER
PASS CRITERIA FOR N CONNECTORS -27.5 dB OR BETTER
LEGEND
-X-
--15501
O
G
FENCE
CONTOUR LINE
PROPERTY LINE / ROW
LEASE AREA
EASEMENT
DISCONNECT SWITCH
METER
CIRCUIT BREAKER
CODED NOTE NUMBER
CHEMICAL GROUND ROD
GROUND ROD
GROUND ROD WITH INSPECTION SLEEVE
CADWELD TYPE CONNECTION
COMPRESSION TYPE CONNECTION
GROUND WIRE
1OWLRSOURCE. INC.
1$;S 01,1) A3A13AR RU
SUTFF, MOO
AO5}171L (.A :30o76
TFi 674 -420-23,14
}:1X CM-50-1112
0L9�u: BAA
airs: BAA
1810110: WFB
EXISTING STEEL FLAG
POLE MOUNTS (TYP)
NOT SHOWN IN
ELEVATION
TENANT ANTENNA
(NEW)
TENANT ANTENNA
(EXISTING)
EDGE OF EXISTING
BUILDING
TENANT ANTENNAS (3 TOTAL) ON BETA SECTOR 0 150/160',
-2 EXISTING 800MHZ ANTENNA TO REMAIN.
-1 NEW 700 ANTENNA TO BE INSTALLED IN CENTER POSITION
OF EXISTING SLED MOUNT.
-NO RODE TOP PENETRATIONS FOR ANTENNA REPLACEMENTS.
-2 NEW 1 -5/8" COAX TO BE INSTALL ON EXISTING COAX TRAY.
((4 TOTAL) 1 -5/8" COAX PER SECTOR)
-SEE SCHEDULE ON C -3 FOR ANTENNA INFO
-ADD NEW' STRUCTURAL STEEL TO SLED SUPPORT BAR AS
SHOWN IN ATTACHED "VERIZON SOUTH TYBEE" DETAIL
C n I
zr
.I:
EXISTING
EQUIPMENT (TYP)
TENANT EQUIPMENT
ON 13' X 16.5' PLATFORM
O
vs
vs
e
BUILDING ROOF PLAN
NOT TO SCALE
TENANT ANTENNAS
(1 NEW ANTENNA PER
SECTOR, 9 TOTAL)
TO BE INSTALLED AT 66' AGL. -- '
EXISTING BUILDING
00
TENANT
COAX TRAY
(EXISTING) -
I I
0
n
0
as
se
NOTE: NO ROOF TOP
PENETRATIONS FOR
A \TEN \A REPLACEME \TS.
TENANT ANTENNAS (3 TOTAL) ON GAMMA SECTOR 0 260/270'.
-2 EXISTING 800MHZ ANTENNAS TO REMAIN.
-1 NEW 700 ANTENNA TO BE INSTALLED ON NEW FLAG POLE
MOUNT.
-NO ROOF TOP PENETRATIONS FOR ANTENNA REPLACEMENTS.
-2 NEW 1 -5/8" COAX TO BE INSTALL ON EXISTING COAX TRAY.
((4 TOTAL) 1 -5/8" COAX PER SECTOR)
-SEE SCHEDULE ON C -3 FOR ANTENNA INFO
TENANT COAX TRAY (EXISTING)
EXISTING STEEL FLAG
POLE MOUNTS (TYP)
NOT SHOWN IN
ELEVATION
TENANT ANTENNAS (3 TOTAL) ON ALPHA SECTOR 0 20/30'.
-2 EXISTING 804MHZ ANTENNA TO REMAIN.
-1 NEW 700 ANTENNA TO BE INSTALLED IN CENTER POSITION
OF EXISTING SLED MOUNT,
-NO ROOF TOP PENETRATIONS FOR ANTENNA REPLACEMENTS-
-2 NEW 1 -5 /8" COAX TO BE INSTALL ON EXISTING COAX TRAY.
((4 TOTAL) 1 -5/8" COAX PER SECTOR)
-SEE SCHEDULE ON C-3 FOR ANTENNA INFO
-ADD NEW STRUCTURAL STEEL TO SLED SUPPORT BAR AS
SHOWN IN ATTACHED "VERIZON SOUTH TYBEE" DETAIL.
I J
ICS
C.7
s
BUILDING HEIGHT 62'
F
TENNA CENTERLINE 66'
Z
Z
LAJ
BUILDING ELEVATION
NOT TO SCALE
r
OWERSOURCC, INC.
1A75 01.1' ALABAMA RD
titallt 1008
.\X X 678990-211$
FA 67a- 990 -:312
Ccmors. BAA
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ciam; WFE
ADD NEW STRUCTURAL STEEL
TO SLED SUPPORT BAR AS
SHOWN IN ATTACHED "VERIZON
SOUTH TYBEE" DETAIL
TENANT
800 ANTENNA (EXISTING)
TENANT
700 ANTENNA (NEW)
2' MIN
ANTENNA MOUNTING DETAIL
NOT TO SCALE
TENANT
800 ANTENNA (EXISTING)
REFER TO SCHEDULE
BELOW AND PLAN VIEW
ON C -2 FOR EXACT
LOCATION AND AZIMUTH.
REFER TO C -4 FOR
ANTENNA REPLACEMENT
INFO.
NORTEL COLOR CODE
At
A2
A3
a
A4
61
62
-4 83
w
64
800 MHZ I REDfRFD
ANTENNA I
7
RED/RED TRXO
700 MHZ OF
ANTENNA RED/YELLOW
800 MHZ RED/GREEN
ANTENNA 1
800 MHZ
ANTENNA
700 MHZ
ANTENNA
800 MHZ
ANTENNA
I 800 MHZ
C1 I ANTENNA
C2!
C3
C4 I
700 MHZ
ANTENNA
800 MHZ
ANTENNA
BLUE /RED
8
RED /GREEN TRX1
10
13
EO/YELLO+
CELL
FRAME
X
BLUE/RED TRXD
LTE FUTURE
FRAME
GLUE /BLUE
BLUE /YELLOW
BLUE /GREEN
YELLOW/RED
14
BLUE /GREEN TRX1
15
16
19
YELLOW/BLUE
YELLOW /YELLOW
YELLOW/GRE
20
BLUE/BLUE TRX2
BLUE/YELLOW JRX3
CELL
FRAME
LTE FUTURE
FRAME
YELLOW/RED TRXO CkLL
YELLOW /GREEN TRX1 FRAME
21 YET I OW /Bt (IF TRX2 LTE FUTURE
22 YELLOW /YELLOW TRX;i FRAME
NORTEL HATCH PLATE LAYOUT
ALPHA
BETA
GAMMA
VIEW FROM INSIDE SHELTER
800 800
MHZ MHZ
700
MI -11Z
Q 0 0 0 0 0
0 0 0 10 11 12
13 t4 15 16 17 0
t9 20 21 22 23 24
ANTENNA AND COAXIAL CABLE SCHEDULE
ANTENNA
MARK
SECTOR
ANTENNA
MANUFACTURER
ANTENNA
MODEL #
AZIMUTH
(O' =NORTH)
DOWN TILT
ANGLE
COAXIAL CABLE
MANUFACTURER
COAXIAL CABLE
PART NUMBER
# OF COAX
Pi ANTENNA
COAXIAL CABLE
LENGTH
COMBINERS
MODEL #
COMBINERS
PER ANTENNA
Al
1
ANDREW ANTENNA
DB844H80E -XY (EX)
30'
7'
ANDREW
AVA7 -50
1
EXISTING
A2
1
ANTEL ANTENNA
BXA- 70040 - 6CF-2 (N)
20'
0'
ANDREW
AVA7 -50
2
50' (NEW)
A3
1
A4
1
ANDREW ANTENNA
DB844H80E -XY (EX)
30'
7'
ANDREW
AVA7 -50
1
EXISTING
81
2
ANDREW ANTENNA
08844H80E -XY (EX)
160'
7'
ANDREW
AVA7 -50
1
EXISTING
B2
2
ANTEL ANTENNA
BXA - 70063 -6CF -2 (N)
150'
0'
ANDREW
AVA7 -50
2
50' (NEW)
63
2
84
2
ANDREW ANTENNA
0B844H80E -XY (EX)
160'
7'
ANDREW
AVA7 -50
1
EXISTING
Cl
3
ANDREW ANTENNA
08844H80E -XY (EX)
270'
7'
ANDREW
AVA7 -50
1
EXISTING
C2
3
ANTEL ANTENNA
BXA- 70040 -6CF -2 (N)
260'
0'
ANDREW
AVA7 -50
2
150 (NEW)
C3
3
C4
3
ANDREW ANTENNA
DB544H80E -XY (EX)
270'
7'
ANDREW
AVA7 -50
1
EXISTING
(N) NEW
(EX) = EXISTING
i
OWERSOUP.CE. INC.
L,5 OLD ALAIIAMA LU
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SOUTH TYBEE
ANTENNA SCHEDULE
SOUTH TYBEE ISLAND ANTENNA REPLACEMENT SCHEDULE
Tower Owner - Resorts nn, Inc, - Rad Center
Equtpment Modtftcatlons :
Quantity
Description
Dimensions / Weight
EXISTING EQUIPMENT: ANTENNAS :
COAX:
OTHER EQUIPMENT:
8
Andrew DB844H80E-XY
59x!0x15 in /29 lbs
6
1 5/8" coax lines
none
TO BE REMOVED: ANTENNAS :
CO
OTHER EQUIPMENT:
None
None
None
LTE Scope - ADDING EQUIPMENT:
2
Antel BXA-70040-6CF2
71 I x23.6x7.9 37.5 lbs
Antel BXA-70063-6CF2
71x11.2x4.5 17 lbs
6
1 5/8" Coax Lines
Final Configura n:
6
Andrew 0B844F180E-XY
59xOxl5 in/29 lbs
2
Antel E3XA-70040-6CF2
71 1x23 ,6 7. / 7. 5 lbs
I
Antel BXA-70063-6C F2
71x11.2x4. 17 lbs
12
1 5/8" Coax Lines
17-!AN'EllSOURCE, NC
0111 MARANiA 110
ARV: 1(1(
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TFI. 6711•990-2.13#1
FAX 618-11V1,1,142
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SUBJECT PROPERTY
OWNER: RESORT INNS INC.
SITE ADDRESS: 1401 STRAND AVENUE, TYREE ISLAND, GA 31328
PARCEL ID: 4- 0008-01001,4-000801 .005,4 -000801-0OSL,4-0001102-001
ZONED: Gi/SE
LEGEND
P05 PONT OF BEGINNING
POC pow OFCOMMENcEMENi ,
IPS IRON PR? SET
APT IRON PIN FOUND
CLIP CONCRETE MQNIA'dENTFOUND
PP UDLITY POLE
LP LIGHT POLE
FP FLAGPOLE
ESA91 SANRARYSEKASRMANHOLE
SDMH STORM MAIN MANHOLE
1W INVERT
Hi FIRE HYDRANT
EP EDGE OP PAVEMENT
TO TOP OF CURD
BC BACK OFCURB
TW TOP OF WALL
aW BOTTOM OF WALL
QU OVERHEAD IJI UTY
DE LWDERGROUND UTIL ITY
cop CORRUGATED METAL PIPE
RCP ITERMORCED CONCRETE PIPE
PVC PQLYIMIYLCHLORIDEPPE
GW CAW WIRE ANCHOR
TR TRANSFORMER
JO .UNCTION BOX
S VCS SINGLE WING CArcH BASIN
OWCR DOUBLE Mc CATCH 114501
CLF C IN LINK FENCE
VW/ WATER VALVE
WM WATER MJ<TTE!?
CO SEWER CLEAND:TT
OF GAS VALVE
f0 ICE BRIDGaRvIERL Y
LOP ICE 131OGE POLE
VICINITY MAP
NOT TO SCALE
GENERAL NOTES
THIS EASEMENT SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OFVERIZON
IMRELESS AND EXCLUSIVELY FOR THE TRANSFERRAL OF THE LEASEHOLD AND THE
RIG ITS OF EASEMENT SHOWN HEREON AND SHALL NOT SE USED AS AN EXHIBIT OR
EVIDENCE IR THE FEE SIMPLE TRANSFERRAL OF THE SUBJECT PROPERTY NOR ANY
PORTION OR PORTIONS THEREOF. NO BOUNDARY SURVEY WAS PERFORMED.
THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT WHICH MAY REVEAL
ADDTRONAL CONVEYANCES, EASEMENTS, OR RIGHTS -CFWAY NOT SHOWN HEREON.
�* EQUIPMENT USED FOR ANGULAR & LINEAR MEASUREMENTS: LEICA TCRA 1103 ROBOTIC
THE FIELD DATA UPON WHICH THS EASEMENT SURVEY IS BASED HAS A CLOSURE
PRECISION OF ONE FOOT W 20, 000+ FEET AND AN ANGULAR ERROR OF 5.0' PER ANGLE
POINT AND WAS ADJUSTED USING LEAST SQUARES.
THE PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE TO
WITHN ONE FOOT W 100,000+ FEET.
THE SPOT ELEVATIONS SHOWN ON THIS EASEMENT SURVEY ARE ADJUSTED TO NAVD
88 DATUM AND HAVE A VERTICAL ACCURACY OF x 1'.
BEARINGS SHOWN ON THIS EASEMENT SURVEY ARE BASED ON GRID NORTH CHAD 53).
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ABOVE GROUND
FIELD SURVEY INFORMATION. THE SURVEYOR MAKES NO GUARANTEES THAT THE
UNDERGROUND UTAUTES SHOWN COMPRISE ALL SUCH UTLRIES IN THE AREA, ETHER
I SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE M THE EXACT LOCATION INDICATED ALTHOUGH
THEY/41E LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVALABLE, THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTIGTIEB.
30 0 60 120
GRAPHIC SCALE IN FEET
SCALE: 1' = 60'
NO. DATE
I 0421.2011
REVISION
ER. LEASE AREA PER CLIENT
N
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EASEMENT SURVEY PREPARED FOR:
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10300 OLD ALABAMA
ROAD CONNECTOR
ALPHARETTA, 64 30022
"SOUTH TYBEE ISLAND` -
TYREE ISLAND
CHATHAM COUNTY
GEORGIA
DRAWN BY; NRW
CHECKED BY: MW
APPROVED: C. INER
DATE: ] 9 APRIL, 2011
P JOB it: 2011.I5B
SHEET: K
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OF2
LEGEND
EXISTING LEASE AREA
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING ON TYBEE ISLAND IN CHATHAM COUNTY,
GEORGIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT HAVING A GEORGIA STATE PLANES COORDINATE VALUE OF N=127725,51,
D-41065398.17; THENCE RUNNING, NORTH 1601'36' EAST, 14.00 FEET TO A POINT; THENCE, SOUTH
73°5824' EAST, 18.00 FEET TO A POINT; THENCE, SOUTH 16101'36' WEST, 14.00 FEET TO A POINT;
THENCE, NORTH 73°5824" WEST, 18.00 FEET TO A POINT AND THE TRUE POINT OF BEGINNING.
SAID TRACT CONTAINS 0.0058 ACRES (252 SQUARE FEED, MORE OR LESS.
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EASEMENT SURVEY PREPARED FOR:
POE? PONT CF aalh7gING
POO POINT OF COMMENCE/KW
PS IRON PIN SET
IPF IRON PIN MAO
CMF CONCRETE MONUMENT FOUND
PP UTILJTY POLE
LP LIGHT POLE
FP FLAG POLE
S SW SANTFARY SEWER MANHOLE
SOW STORM DRAIN MANHOLE
NV INVERT
TM FIRE HYDRANT
Pp COPE OF PAVEMENT
To Top Grum
BC RACK OF CURB
7W TOP OF WALL
OW Krum! OF WALL
OU OVRIFIEAD UTILITY
liE IMEXRGROUND UTILITY
co, CORRUGATED ?ETA!. PPE
RCP REINfORCEO CONCRETE PIPE
PVC POLYVINYL CHI.ORDE PPE
OW GUI' WIRE ANCHOR
TR TRANSFORMER
JD JaHCHON BOX
swcs SINGLE WING CATCH BASIN
DWCO ODUOLE WING CATO I BASIN
Of MAW LAW FENCE
IN WATER VALVE
WM WATER METER
CO SEWER CLEAN-OUT
CV OAS VALVE
1W 1409 /01? FORMEFLY
to ICE BIPDCE
MP ICE. BRIDGE POLE
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KrTS $
7,110A) t,OR
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SITE INFORMATION
LATITUDE = 31*59'38.4' (NAD 831
AT CENTER OF ROOFTOP
LONGITUDE --- 8(°5047.9 (NAD 83)
TI FVATION AT CENTER OF ROOFTOP = 61' A.M.S.L.
Lo ,
46v- 46.APF-rop
60.9)(
wire/ass
10300 OW ALABAMA
ROAD CONNECTOR
ALPHARETTA, GA 30022
; ANTEiwv4
SLED
'SOUTH TYBEE ISLAND"
c
Lino
0 10 20
GRAPHIC SCALE IN FEET
SCALE:?' . 10'
TYBEE ISLAND
CHATHAM COUNTY
GEORGIA
DRAWN BY: NEW
CHECKED BY: MW
APPROVED: C. INER
DATE: 19 APRIL, 2011
P2P JOB 2011.156
SHEET:
OF 2
EXISTING L2X2X1 EXISTING L2X2X1/4
(1) i"
BOLT @ EA END
EXISTING HOLES
IN L2X2X1/4
VERI/ON SOT
TYB
NEWL3X34X
EXISTING L2X2X1/4
(1) i" 0 BOLT @ EA END
SFCTIO\
SCALE: 3/4"