HomeMy WebLinkAboutSP2007-15„, r
�bPO_7-15
GRA VINE
T E A S
CITY OF GRAPEVINE
i
SITE PLAN APPLICATION
PART 1. APPLICANT INFORMATION
Name of applicant: agenticompanylcontact
VoyG AICP
Street address of applicant/ agent.,
3(e02 1_14K5 CHAMP�-41A)
City / State / Zip Code of applicant / agent:
#�ALWGTO�J TX 76&1(o
Telephone number of applicant/ agent:
<617- -7 2 q - 7 0 C--> 6>
Fax number of applicant/ agent:
? 17- '1- ?!?- 5 70 6
Email address of applicantlagent
Mobile phone number of applicantlagent
F 17 - -72'? - 70(96e
Applicant's interest in subject property:
ey�' _�
,@ 9
PART 2. PROPERTY INFORMATION
Street address of subject property
3& 15 6H 360
Legal description of subject property (metes & bounds must be described on 8 112” x I I sheet)
Size of subject property
Acres 0 Square footage
Present zoning classification:
Give a general description of the proposed use or uses for the proposed development:
add A(2vi f? J I)d -S 4V CN�'5 6 vIn A A 3 61A
C8 VX 5 Al S 1 +0 00
PART 3. PROPERTY OWNER INFORMATION
Name of current property owner:
I ^ U
Street address of property owner:
115
City/ State/ Zip Code of property owner:
—A
7 f V
Telephone number of properly owner: 4.&7-)2_('1 ++2-9-
Fax number of property owner:
a 40't qa� �. i�?'_5 7o -3
� 17- fVF- 570
LJ Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions, easements,
roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( 1 blueline copy)
L1 Submit a site plan showing all information required by Section 47.E, Site Plan review requirements (see attached requirements).
Ll All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use,
can only be approved by city council through the public hearing process.
RECEIVED
[J) 7
8 200,
PLRiVNIN07
'�31P'6 -7- 1 S
PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN
Po-t,�j Hei,qdw5otl
Print Applicant's Name: Applica Signat
-r—
The State Of 6AS
County Of lakthil:
Before Mefaua kwbs-Ao on this day personally appeared [))ILLQ
(notary) 1i (applicant)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration therein expressed.
(Seal) Given under my hand and seat of office this day of A.D. 2M-7
"'W ERIKA HERII�OSILLO
N t otary Public, State of Texas Alb -1
�
Ay Cofr,� llissm) Expires
NotaWn And —For State'Of Texas
August 04, 20101
Ree5e eor
Print Property Owners Name: Property Owner's Signature
The State Of
County Of
Before me on this day personally appeared
(notary) (property owner)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration therein expressed.
(Seat) Given under my hand and seal of office this Ll day Of -_2E C C- 1`0 06-1'& A.D. 1 -CO 7
;N� �ryln ZAnd For State Of Texas /11'
01,01 E y pp� , ,,
r — -N
JOHN CURTIS SHARP
Notary Public, State of Texas
MY Commission Expires
November 16, 2008
M
RECEIVED
P .
C 1 8 2 010-(7
P L HN, NW N G
SP07-15
3213 STATE
HIGHWAY 360
JANUARY 11, 2008
LOT 1, HC13 ADDITION
SPRINT SITE NUMBER DA02YC444 (TX0444) 3213 SH -360
1 . Please provide and easier to read location/vicinity map on sheet T1.
2. Please add Case Number — SP07-15 to the lower right hand corner
within the title block of each sheet.
3. Please provide an overall site plan which clearly depicts access to
and location of the site. Please provide the distance of the tower
from the nearest property line or right—of—way.
4. Please provide an elevation of the screening device and the
materials used for the screening device on sheet C2.
5. Please provide a graphic and numeric scale, label and dimension to
scale the lease and equipment areas.
6. Please verify the height of the electric transmission tower and the
height of the antenna array.
7. Please add the following site plan approval stamp to each sheet.
SITE PLAN
CITY OF GRAPEVINE
APPROVED
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH
ANY CODES OR ORDINANCES.
PLANNER
DATE
SHEET' OF
DEPARTMENT OF DEVELOPMENT SERVICES
MINIMUM SIZE 3" X 4"
THIS SIGNATURE BLOCK MUST APPEAR ON EACH PAGE OF THE SUBMITTAL AND FINAL
REVISIONS.
NUMBER EACH SHEET AS PER EXAMPLE BELOW:
SHEET 1 OF 4; SHEET 2 OF 4; SHEET 3 OF 4; SHEET 4 OF 4, ETC.
The above comments must be reflected in the revised submittal,
which upon review, can be administratively approved. Please submit
the revised documents to the Department of Development Services at 200
South Main Street.
The revised submittal shall include:
four (4) folded blackine copies of each sheet, (minimum size 22" x 34")
If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155.
HP OfficeJet K Series K80
Personal Printer/Fax/Copier/Scanner
Last Transaction
Date
Time
Type
Identificatio
Jan 11
4:19pm
Fax Sent
98174885706
Log for
DEVELOPMENT SERVICES
8174103018
Jan 11 2008 4:20pm
Duration Papes Result
0:30 2 OK
Page I
From: Albert Triplett
To:
Date: 1/11/2008 1:31:30 PM
Subject: Re:Sprint cell sites
Mr. Henderson,
can you please contact me at your earliest convenience regarding the two site plan applications for Sprint.
Thank you.
Albert L. Triplett, Jr.
Planner 11
City of Grapevine
Development Services
P.O. Box 95104
200 S. Main Street - 76099
ph# 817.410.3155
fx# 817.410.3018
Atriplett@ci.grapevine.tx.us
ci.grapevine.tx.us
T
1 inch equals 100 feet
_T�
®R A Spri Int
Together with NEXTEL
1300 E ROCHELLF BLVD.
IRVli,,G, TX 75062
S ri nt TM SITE NAME: BLUEGRASS LANE PREPARM BY;
B A R A N telecom
p 19 A WESIDIMY OF THE RAW GROUP
104,30 Rodgem Road
SITE NUMBER: DA02YC444 (TX0444) Houston. TX "M'10
Together with NEXTEL STRUCTURE TYPE: TRANSMISSION TOWER JRH
Wtmqgp
off�'� 92!ES i �11 3411
ABBREVIATIONS .... . . .. VICINITY. MAP PROJECT SUMMARY DRAWING INDEX PROIRT goy -nu
A-1 ANTENNA MARK NUMBER MGB MASTER GROUND BAR . .. ...
SHT NO
SCOPE OF WORK:N N ON AN EXISTING SITE NUMBER:
T 'W "I'M SHEET TITLE
C
ADJ ADJUSTABLE MIN MINIMUM WEE , !zm� ELECOMMUNI ATION FACILITY
METAL
MTL
AGL ABOVE GROUND LEVEL
DA02YC444
AMSL ABOVE MEAN SEA LEVEL (N) NEW
SITE NAME: BLUEGRASS LANE Tl TITLE SHEET
APPROX APPROXIMATE NIC NOT IN CONTRACT
TRANSMISSION STATION NTS NOT TO SCALE SITE NUMBER: DA02YC444 (TX0444) (TX0444)
BTS BASE
Fv N-,
I, nh,,
CABINET 0 N CENTER
CAB Oc 911 ADDRES
S:3600 SIR 360 Cl SITE PLAN
CFCI CONTRA R FURNISHED, _,Y .631, X 76051
..............
GRAPEVINE, T
OPP OPPOSITE
OTO
C2 TOWER ELEVATION AND ANTENNA CONFIG.
TRACTOR INSTALLED PCs PERSONAL
LATTITUDE: N .3T 53' 59.18" (NAD 83)
LING COMMUNICATIONS "k,
CLG CEI
CON SUE NAME:
CONC COACRETE SERVICES BLUEGRASS LANE
LONGITUDE: W 9T 05' 27.92" (NAD 83)
CONT CONTINUOUS SF SQUARE FOOT GROUND ELEVATION: 557' AMSL (NAVD 88)
n
CJ CONSTRUCTION JOINT
SHEET
SHT
_ 1�1' RISDICTION: CITY OF GRAPEVINE. TARRANT COUNTY
DIA DIAMETER Sim SWILAR f 7E JU SITE PLAN
RA N STAINLESS STEEL CITY OF GRAPEVINE
APPROVED
SITE ADDRESS:
DWG D Wl G SS N
STL . . ....
EGB EQUIPMENT GROUND BAR STEEL
TOP OF CONCRETE N",
TOO 00
EA EACH ir � �.,,
PROJECT DESCRIPTION
. .... 3600 SIR 360
APPROVAL DOES NOT AUTRDRIZE
ELEC ELECTR CAL TOM
TOP OF MASONRY
I - `_, �,,� - , " `�!::�� - '- - -_ " - " L4." ", "'L"," ANY WORK IN CONFLICT '111TH ANY GRAPEVINE, TX 76051
1 INSTALL NEW WIMAX BTS EiQUIPMENT IN
EL ELEVAT10N TYP TYPICAL
CODES OR ORDINANCES
4 -Em -
EQ EQUAL
U
VIF VERIFY IN FIELD NEW RADIO RACK
%. - STAMP HERE:
EQUIP EQUIPMENT UON UNLESS OTHERWISE 2. INSTALL NEW COAX AND ANTENNAS AS
(E) NOTED
EXISTING REQUIRED FOR SITE BUILD -OUT
EXT EXTERIOR WWF WELDED WIRE FABRIC
PLANNE!R
FmSHED FLOOR W/ WITH
FF j
GA GAUGE
CENTER LINE
GALVANIZED DATE
GALV
PROPERTY LINE
GC GENERAL CONTRACTOR p
a �gggggg-
GPS GLOBAL POSiTIONING & AND _g
I OF 3 'f
SHEET.
GRND GROUND a AT rm
LG LONG UKIVING DIRECTIONS CONTACTS DEPARTMENT OF DEVELOPMENT SIMCIII
MAX MAXIMUM
MECH MECHANICAL FROM DOMTOWN DALLAS TAKE 1-35 E NORTH TO HWY 183 WEST TO HWY 114 WEST TOWARD
MFR MANUFACTURER GRAPUNE TO SOUTH ON HWY 121 TO SOUTH ON HWY 360 TO THE SITE IS ON THE LEFT APPLICANT:
(NORTHBOLIND SIDE OF 360) UNDER 1HE OVERHEAD TRANSMISSION UNES, YOU'LL HAVE TO DRIVE SPRINT TOGETHER WITH NEXTEL
SYMBOLS PAST THE STE AND U TURN 0 THE FIRST CROSS-OVER AND RETURN TO THE SITE 1300 E. ROCHELLE BLVD.
IRVING, TX 75062 NOTE: ALL SCALES ARE FOR lIX17 SHEET
CIVIL LEGEND ANDY BAXLEY
CENTER LINE OHU— OVERHEAD UTILITIES 817-939-3146 IT IS A \90LMON Or LAW FOR ANY PERSON U LESS
PROPERTY LINE UGP— UNDERGROUND POWER ... APPROVALS THEY ARE AUNr UNDER THE CIREC71ON OF A P!rCENSM
—X— FENCE LINE oat — UNDERGROUND TELCO BUILDING CODES LANDLO PROFESSION& ENGINEER 70 ALTER THIS DDOUMENT.
EASEMENT NEW CONSTRUCTION TXU DRAWN BY; DA
_SLECKEll BY, JHR
SILT FENCE EXIT - INTERNATIONAL BUILDING CODE, EDITION AS ADOPTED BY LOCAL
_275— EXISTING CONTOUR JURISDICTION. DATE WAINN: 10/29/2007
- -275- - NEW CONTOUR - NA)IONAL ELECTRICAL CODE, EDITION AS ADOPTED BY LOCAL BARAN J013 No� xxx_xxxx
EXISTING TREE LINE JURISDICTION.
NEW TREE LINE - INTERNATTONAL MECHANICAL CODE, EDITION AS ADOPTED BY LOCAL REVISION
JURISDICTION. ARCH ITECTZENGI NEER: LEASING NC DESCRIPTION 9y OATE
ELECTRICAL LEGEND - PROPERTY MAINTENANCE CODE AS ADOPTED BY LOCAL JURISDICTION DATE 9A 10/�D/2007
- INTERNATIONAL ENERGY CONSERVATION CODE, EDITION AS ADOPTED JRH CONSULTING GROUP.
(z CHEMICAL GROUND ROD 13Y LOCAL JURISDICTION. 3819 TOWNE CROSSING, SUITE 203 0 ISSUED FOR x1m Gn 11/14/2007
I ROOM M CRISTRUM
(9 GROUND ROD - INTERNATIONAL FIRE CODE, EDITION AS ADOPTED BY LOCAL JURISDICTION. MESQUITE, TX 75150 LANDOWNER DATE
0 GROUND ROD W/ INSPECTION SLEEVE - CODE FOR BUILDING CONSERVATION AS ADOPTED BY LOCAL JURISDICTION. MARK STAPLETON
CADWELD TYPE CONNECTION 972-385-8292
COMPRESSION TYPE CONNECTION RP ENGINEERING A A X' '4 1
DISCONNECT SWITCH TELEPHONE COMPANY: DATE
POWER . METER IMPORTANT NOTE TO CONTRACTOR UNKNOWN
-r"b- CIRCUIT BREAKER AT ALL NEW SERVICES & GROUDING TRENCHES, PROVIDE OPERATIONS DATE
'WARNING" TAPE AT 12" BELOW GRADE, SHEET TITLE:
GENERATOR
GENERATOR RECEPTACLE CALL "TEXAS ONE CALL" POWER COMPANY: SITE DEVELOPMENT TITLE SHEET
1-800-245-4545 THREE UNKNOWN DATE SHM NUMBER: CASE # SP07-15
AUTOMATIC TRANSFER SWITCH WORKING DAYS BEFORE ANY THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND
MANUAL TRANSFER SWITCH CONSTRUCTION BEGINS. AUTHORIZE CONTPACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL
GROUND WIRE DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY
IMPOSE CHANGES OR MODIFICATIONS. TI
x — x — x
(E) ENTRY DOOR —
(E) CONCRETE STOOP
(F) 20'x30' LEASE
AREA —
(E) BREAKER PANEL
(E) TRANSFER SWITCH
SCALE., 1/19' l'
(E) GENERATOR
RECEPTACLE
1 6' 8' 0 16, 32'
SCALE: 1/16"=l' -O".
(E) TRANSMISSION
TOWER
(N) (6) COMMSCOPE COAX TO
SITE PLAN
CITY OF GRAPEVINE
APPROVED
.APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH ANY
. . CODES OR ORDINANCES -
PLANNER
o ]-;,,I b
DATE
SHEET: 2 OF 3
DEPARTMENT OF DEaOPMENT SERVICES
4' 8'
SCALE., 1/4"= l' -O"
. . . ..... ....
H.
HVAC VAC
(E)
BATTERY
cl
a+- — , —1
(E)
EQUIP.
(E)
EQUIP.
7
4
(E)
EQUIP,
(E) a.
EQUIP,
2'-0"
Zffff
z
FNI ARGFD. S4 Elp
SCAM, 1/4" -- I
(E) SH LTER
NEW (2) #6 INJULATED
CONDUCTORS F R 48V
DC POWER FEE[ FROM
NEW 60 AMP 4 3v DC
BREAKER IN (E� IDEN
RECTIFIER RAC�
ROUTED AND
TIF -WRAPPED ON (E)
CABLE TRAY Tj WWAX
STS UN[TS
/PROPOSED LOC kTION OF
—4G WiMAX FLEJ BTS
UNITS ATTACHED TO
SHELTER WALL, MOUNT
PER MFR , S I
INSTRUCTIONS. (FIELD
VERIFY EXACT
LOCATION) I
-(N) (6) 1/2" COM SCOPE
JUMPERS TO RUN IFROM 4C
WiMAX FLEXi 9TS IrC NEW
COAX, (MAX. 6' L I NGTH)
(N) WiMAX GPS ANTENNA.
(FIELD VERIFY EXA T
LOCATION)
(E) ICE BRIDGE
(APPROX. 16') 1
FRE.FARM FOP:
S p rai nt' jll�
Together with NEXTEL
1300 E ROCHELLE BLVD.
IRVIkG. TX 75062
PREPARED 13Y.
B A R A N telecom
A SUESDUM OF THE EkW G�ROIJP
10430 Rodgem Road
Houston. TX "n07O
JRH
PRUIECT W 21�2
SITE NUMBER:
DA02YC444
(TX0444)
SITE NAME:
BLUEGRASS LANE
SITE ADDRESS:
3600 SIR 360
GRAPEVINE, TX 76051
STAMP HERE:
............
A M�CAWSTEJ.
92643
t& ..........
IT IS A %nOLAMN OF LAW FOR ARY PERSON UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICEN.5ED
PROFEWONAL ENGINEER TO AL7ER THIS DOCUMENT.
DRAWN EIY.- BA
CHECKED By, OHR
Et� DRAWN. 10/29/2CID7
DARAN JO� NO: xxx—xxxx
REVISION
DATE
DESCRIPYMN Ej��
k ISSUED FOR YU aA 1�/B/2DV
I- ISSUED FOR WnLVO
FSW FOR CDNSMLMM
SHEEr MILE:
. SITE PLAN AND
CONSTRUCTION DETAILS
SHEET NUMBER:
WE # SPO
c 1 1
1DEN P�NEL ANTENNAS
(3 PER SE,TOR)
WNAX PANEL ANTENNAS
MOUNTED TO EXISTING PIPE MOUNT (L) AN7ENNA MOUNT—
(I PER SErTOR), REF, �/C2
(N) WIIMAX ANTENNA
MOUNTED TO (N) MOUNT
PIPE (I PER SECTOR) -
TRANSMISSION TOWER
STRUCTURAL ANALYSIS, TO VERIFY
ADEQUACY OF STRUCTURE TO
SUPPORT THE EXISTING AND
PROPOSED ANTENNA AND
TRANSMISSION LINE LOADING WAS
PERFORMED By OTHERS. C09MCTOR
To VERIFY INFORMATION SHOWN IS
CONSISTENT WITH STRUCTURAL
ANALYSIS PRIOR TO INSTALLING
ANTENNAS.
COAX DRIP LGOP-�
/'T'N TOWER EMMO
""Lli NOT TO SCALE
s
(E) TRANSMISSION TOWER
GAMMA SECTOR
-TiMAX —AZI=27U (E) IDEN ANTENNAS TO
REMAIN. (7YP. OF 3 PER
GAMMA SECTOR SECTOR)
__7DEN —AZI=279
r-2`\ PRoposEp ANTENNA Anmm AND coNaGuRno
1\ �2 NOT TO SCALE
SITE PLAN
CITY OF GRAPEVINE
APPROVED
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFUCT WITH ANY
coms OR ORDINANCES
PLANNER
SHEET. 3 OF 3
IDEPARTMENT OF DDaOPMENT
(E) GE BRIDGE
COAX
COLOR
E) EQUIPMENT SHELTER
ELEO
DOWNTILT
k (E) 8- TALL CMU
L) �
SECTOR
SCRZENZ
L/
ANTENNA
!ANTENNA W
HEIGHT __LLT_
7�0_A_XAL
CABLE
wm-
1. ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING,
2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT
PCS PRIOR TO INSTALLATION OF ANTENNAS.
(N)WIMA)
(NI
(N)WIMX
EPDXY NUTS TO
BOLT
ANTENNA MOUN71
PIPE
PROPOSED PANEL
ANTENNA (TYP)
JUMPER CABLES
LNA
INES
3'�\ ANTENNA MQUNTING DETAI
\. �2 NOT TO SCALE
LN\I ON � - S:
L—ry
I C,00U00R TO FIELD VLLMFY ANIIINNA CABLE U-NGTHS.
2� All MAIN CABLES WILL BE COLOR CODED AT FOUR (4) I-OCfJIONS,
m ANrENNA PRIOR TO JUPPER
PRIOR T(� ENTERING WAVECUIDE. BRiOCL ENTRY POF�r (A-1 EQUIPMENT SHELTER Wid-L
INTERIOR SIDE OF WAVEGUIDE ENTRY PORT (AT EQUIPMENT SHELTER WALL)
INTERIOR SIDE OF SHELTER NEAR T'HE EOUIPMENT
3. �,00R CODE 4t ANTENNA ANO COAX WIIIA 2' WIDE HANDS OF COLOREO TAPE WITH I" SEPARATION B17FWEEN
BANDS,
4� COLOR COGE ALL TOP AND 8OTTOM GROUND KITS WITH I' WIDE BANDS OF COLORED TAPE WITII 1/2"
SEPARATION BETWEEN BANDS.
5, START COLOR BANDS 2" BEYOND WEATHERPROOFING.
6, START SECTOR COLOR NEXT TO END CONNECTOR.
7. ALL TOP JLMPERS WILL BE MAX 10' IN LENGTH AND MINIMUM or �' IN [ENGTH.
8. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL CABLE GROUND KITS AT'
THE ANTENNA LEVEL
MID LEVEL IF TOWER IS OVER 200'
BASE OF TOWER PRIOR TO TURNING HORIZONTAL
OUTSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT
INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT
9. ALL NEW GROUND BAR DOWNILEADS ARE TO BE CADWELDED TO THE EXISTING ADJACENT GROUND BAR
DOWNLEADS A MINIMUM DISTANCE OF 4FT BELOW GROUND BAR
COAXIAL ANTENNA CABLE NOTES:
1, THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT
WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO
THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY (RF) ENGINEER. THIS
TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE.
2. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT
WITH 3 TYPEWRITTEN TIME DOMAIN REFLECTOMETER (TOR) TESTS TO VERIFY CABLE LENGTH AND TO CHECK
FOR WATER DAMAGE.
3. VAPOR WRAP WILL HE USED TO SEAL ALL CONNECTIONS.
4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2� JUMPERS AND SHALL
NOT EXCEED C -O".
5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO
EXCEED 4'0" D.C.
6. IF COAX IS BEING RE-USEO FOR THIS INSTALLATION, PRE AND POST ANTENNA LINE SWEEPS ARE REQUIRED.
7� UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD CENTER AND TOP OF ANTENNA.
ANTENNA MOUNTING NOTES:
1. DESIGN AND CNSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EIA/TIA-222;
APPENDIX B FOR WIND LOADING; 'STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA
SUPPORTING STRUCTURES" OR APPLICABLE LOCAL CODES,
2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTFR FABRICATION IN ACCORDANCE WITH ASTIM A123 'ZINC
(HOT -DIPPED GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS'. UNLESS OTHERWISE NOTED.
3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM
A153 'ZINC -COATING (HOT DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED.
4. DAMAGED GALVANIZED SJRFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM
A780.
5, ALL ANTENNA MOUNTS $HALL BE INSTALLED WITH DOUB�E NUTS AND SHALL BE INSTALLED SNUG TIGHT.
6. MINIMUM HORIZONTAL SPACING SHALL BE 2'-0' BETWEEN ALL ANTENNAS.
SECTOR
COAX
COLOR
EXISTING ANTENNA AND COAXIAL CABLE INFORMAIMN
-E -CH—
ELEO
DOWNTILT
MECH
DOWNTILT
SECTOR
AzIMU`T7H
ANTENNA
!ANTENNA W
HEIGHT __LLT_
7�0_A_XAL
CABLE
COAXIAL
LENGTH
ALPHA
39
(3) D8844H9GE-XYJ
96' -
(3) 7/8"
115'±
BETA
150'
(3) DB948H90E-XY
96' -
3) 7/W
115,±
(N) YBL
279
(3) OB944HSOE-XY-C
9 . 6, -
(3) 7/8' .
115'±
wm-
1. ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING,
2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT
PCS PRIOR TO INSTALLATION OF ANTENNAS.
(N)WIMA)
(NI
(N)WIMX
EPDXY NUTS TO
BOLT
ANTENNA MOUN71
PIPE
PROPOSED PANEL
ANTENNA (TYP)
JUMPER CABLES
LNA
INES
3'�\ ANTENNA MQUNTING DETAI
\. �2 NOT TO SCALE
LN\I ON � - S:
L—ry
I C,00U00R TO FIELD VLLMFY ANIIINNA CABLE U-NGTHS.
2� All MAIN CABLES WILL BE COLOR CODED AT FOUR (4) I-OCfJIONS,
m ANrENNA PRIOR TO JUPPER
PRIOR T(� ENTERING WAVECUIDE. BRiOCL ENTRY POF�r (A-1 EQUIPMENT SHELTER Wid-L
INTERIOR SIDE OF WAVEGUIDE ENTRY PORT (AT EQUIPMENT SHELTER WALL)
INTERIOR SIDE OF SHELTER NEAR T'HE EOUIPMENT
3. �,00R CODE 4t ANTENNA ANO COAX WIIIA 2' WIDE HANDS OF COLOREO TAPE WITH I" SEPARATION B17FWEEN
BANDS,
4� COLOR COGE ALL TOP AND 8OTTOM GROUND KITS WITH I' WIDE BANDS OF COLORED TAPE WITII 1/2"
SEPARATION BETWEEN BANDS.
5, START COLOR BANDS 2" BEYOND WEATHERPROOFING.
6, START SECTOR COLOR NEXT TO END CONNECTOR.
7. ALL TOP JLMPERS WILL BE MAX 10' IN LENGTH AND MINIMUM or �' IN [ENGTH.
8. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL CABLE GROUND KITS AT'
THE ANTENNA LEVEL
MID LEVEL IF TOWER IS OVER 200'
BASE OF TOWER PRIOR TO TURNING HORIZONTAL
OUTSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT
INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT
9. ALL NEW GROUND BAR DOWNILEADS ARE TO BE CADWELDED TO THE EXISTING ADJACENT GROUND BAR
DOWNLEADS A MINIMUM DISTANCE OF 4FT BELOW GROUND BAR
COAXIAL ANTENNA CABLE NOTES:
1, THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT
WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO
THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY (RF) ENGINEER. THIS
TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE.
2. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT
WITH 3 TYPEWRITTEN TIME DOMAIN REFLECTOMETER (TOR) TESTS TO VERIFY CABLE LENGTH AND TO CHECK
FOR WATER DAMAGE.
3. VAPOR WRAP WILL HE USED TO SEAL ALL CONNECTIONS.
4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2� JUMPERS AND SHALL
NOT EXCEED C -O".
5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO
EXCEED 4'0" D.C.
6. IF COAX IS BEING RE-USEO FOR THIS INSTALLATION, PRE AND POST ANTENNA LINE SWEEPS ARE REQUIRED.
7� UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD CENTER AND TOP OF ANTENNA.
ANTENNA MOUNTING NOTES:
1. DESIGN AND CNSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EIA/TIA-222;
APPENDIX B FOR WIND LOADING; 'STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA
SUPPORTING STRUCTURES" OR APPLICABLE LOCAL CODES,
2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTFR FABRICATION IN ACCORDANCE WITH ASTIM A123 'ZINC
(HOT -DIPPED GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS'. UNLESS OTHERWISE NOTED.
3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM
A153 'ZINC -COATING (HOT DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED.
4. DAMAGED GALVANIZED SJRFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM
A780.
5, ALL ANTENNA MOUNTS $HALL BE INSTALLED WITH DOUB�E NUTS AND SHALL BE INSTALLED SNUG TIGHT.
6. MINIMUM HORIZONTAL SPACING SHALL BE 2'-0' BETWEEN ALL ANTENNAS.
SECTOR
COAX
COLOR
AZIMUTH
ELEO
DOWNTILT
MECH
DOWNTILT
RAO. CTR.
MAKE
MODEL
FEED
CABLE
LENGTH
CONFIGURATION
(N) YBL
(2) COMMSCOPE
0'
TBD
96,
KMW
(1) KMWK-DTMA-KBXWM176501OT-EF
FXL1070 7/B-
115,±
(N) Y.W
ALUMINUM COAX
ALPHA
30'
EXISTING
(N) R,BL
(2) COMMSCOPE
Ol
TBD
96'
KMW
(1) KMWK-DTMA-HBXWM176501OT-EF
FXL1070 7/8'
115'±
(N) R,W
ALUMINUM COAX
BETA
150'
EXISTING
-
(N) G,BL
(2) COMMSCOPE
0'
TOD
96,
KMW
(1) KMWK-DTMA-HBXWM176501OT-EF
FXL1070 7/8"
115'i
(N) GW
ALUMINUM COAX
GAMMA
270'
EXISTING
-
(E)GPS #1
IY
10'
(1) 112'-
TBD
I(E)GPS J2,
Iff
10,
(1) 1/2-
TEID
(E)GPS #3
(1) 1/2
__(l) —1/2'
TED
j(N)GPS #41
IIIN
I
_T9D
TIARM-1:11111 I
PRCPARI"r �-QIR:
Sprint *
Together with NEXTEL
1300 E. ROCHELLE BLVO
IRVING, TX 75062
PRFPARFZ FM
I MAW A R A N telecom
A SUBSIOMY OF THE ft%lAN GROUP
10430 Rodgem Road
Houston. TX 77D70
JRH.Nq J..p
A)l 4- $,-1, M � 1�. -,- M�C
112.AJ.HK I Fu 571 )Es.�Si
pp.�JE�j #�l DI2
SITE NUMBER:
DA02YC444
(TX0444)
SITE NAME:
BLUEGRASS LANE
SITE ADDRESS:
3600 SR 360
GRAPEVINE, TX 75051
STAMP HERE:
IT IS A M=MON OF LAW FOR ANY PERSON UNLESS
THEY ARr, ACMNr UNDER THE DIRFC710M OF A LICENSED
PROFESSIONAL ENGNEEft To ALTER THIS DCCUMENT.
DRAWN BY: RA
C14ECXED BY: JHR
DATE DRAWN: 1C/29/2007
BARAN JOB NO� xxx_xxylx
REVISION
0 DESCRIPTION
k [SRIED FOR REVIEW SA 10129/200
3 ISSUED FDR CORSrRwnoN GRG 1111412W
1 W&'m Pm CNSMLCTION 3A 1 011151
SHIM TITLE.
TOWER ELEVATION AND
ANTENNA CONFIGURATION
SHEEr KUMIRM CASE # SP07-15
C2
161 ,,, I IM 1, 1 5,! "'1 1
A N ! r, 1 i I �,A A D 1 'C'
EXIS71NG LONER MCHINT
EXISTING TRANSMISSION
TCWER
STRUCTURAL ANALYSIS, 70 VERIFY
AE)EQUACY OF STRUCTURE TO
SUPPORT THE EXISTING AND
PROPOSED ANTENNA AND
TRANSMISSION LINE LOANING WAS
PERFORMED BY OTHERS. CONTRACTOR
To V�RiFy INFORWATION SHOWN IS j
CONSISTENT WITH STRUCTURAL
ANALYSIS PRIOR TO INSTATUNG
S�
11F C "R . I Ul �i 1'. rl i 01 R
SI lR � A I f X T L u. Ic W,) NA�L,'
1'."p 0,
I ) IREf LR Ic
TO 1 7 A I �U� )!"'IH A71MI'l
SIfE PLAN
CITY OF CRAPF�INI
APPROVED
APPROVAL DOES NOT AUTHORIZE
ANY woRK IN CONFLICT WIIH ANY
CODES OR ORDINANCES
SHEEH 3 OF 3
BEpARTmENT OF MELOPMLNT SERVICES
EPDXY NUTS TO BOLT —
ANTENNA MOUNTINC PIPE
AW ��PP
FXIS'PING, P�INL; lAOUN
GAIAMA SECTOR
W�A7k;_l�OF____,
PROPOSED PAN[
ANTENNA (TYR)
JUMPER CABLES
LNA
(2) MAIN LINES
�A3)
7
2
OA�F or TOWER PRIOR TO TURNING HORIZON
OUTSICE THE EQUIPMENT SHELTER AT THE ENTRY PORT
SECTOR
x
__-�NEENNA
ANTENNA
CE BRIDGE
N
EXISTING SPRINT/NEX7FL
COAXIAL
ENGTH
I'll'] FRINC FN-R�' PN�! iAl �-Q�JIIPVENT WPIL
—9-CRIA AZkz
(3) 998441190ii-XY-0
01 �_IJTRY PORI �fT �QOIFVflfl I�L R U R WM
�lf W�e- � . i.. .
v
(3) 7/8'
WERIOR S! I) E �%l SIOLIER IJI7AIR THE E�UIPMIN'
Z
0OWNUEADS A MINIMUM DISTANCE OF 4FT BELOW GROUND 13AR
C,(J_0.7� 'C'Gi.)l /,L] ANIENTIA, "LID ',0AXVIIh' 2" WIDE BAINIO� OF fX LID �Aflll OTIH I" SEPARAUGN Ill'
96
(N) WIMAX 150,
(3) 7/8"
±115'
GAMMA
CCI OP. CODIE. ALL 101 AND 8()ITOI�j (�ROUNO KITS WITH I" NOE B�NDS OF COLORED TAPE 1/2"
COAXIAL ANTLNNA CABLE NOTES.
96'
�ETARAPON' RETN�EEN BANOS.
(3) 7/8�
3.
START COLOR RANDS 2" BFYOFID WEA11HERPROOFING.
(3) 013848TI9017-XY BACK (2) 7/8-
GAMMA
STAR] SECTOR COLOR NEXT Tc) END CONNECTOR
J"
7.
ALL 10- JUMPERS WILt BE MAX E� IN I FNGTH fflD MINlWUM OF S IN
THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY (RE) ENGINEER. THIS
8.
All MAIN CABLES MIL� BF (�RCUNDED W1 CCAXIAL CABLE GROUND KITS AT:
UEN 210,
TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE/
THE ANDUINA LBEL
DECIBEL
(3) DB844H90E-XY_C BACK (2) 7/8"
MID LEVEL IF TOWER IS OVER 200'
PROPOSED PAN[
ANTENNA (TYR)
JUMPER CABLES
LNA
(2) MAIN LINES
�A3)
7
2
OA�F or TOWER PRIOR TO TURNING HORIZON
OUTSICE THE EQUIPMENT SHELTER AT THE ENTRY PORT
SECTOR
x
__-�NEENNA
ANTENNA
CE BRIDGE
GAMMA SECTOR
EXISTING SPRINT/NEX7FL
COAXIAL
ENGTH
INSIDE IT11 EQUIPMENT SHELTER AT THE ENTRY PORT
—9-CRIA AZkz
(3) 998441190ii-XY-0
96�
q ALL NEq GROUNU BAR DOWNLEADS ARE TO BE CADWELDED TO THE EXISTING ADJACENT GROUND BAR
(3) 7/8'
±115'
BETA
0OWNUEADS A MINIMUM DISTANCE OF 4FT BELOW GROUND 13AR
D854811I
96
(N) WIMAX 150,
(3) 7/8"
±115'
GAMMA
270'
COAXIAL ANTLNNA CABLE NOTES.
96'
(E) IOEN I�cr
(3) 7/8�
1 THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT
DECIBEL
(3) 013848TI9017-XY BACK (2) 7/8-
GAMMA
WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA RETUR14 LOSS TEST)� THIS TEST SHALL BE PERFORMED To
0,
TEO
96'
THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY (RE) ENGINEER. THIS
(1) XWWK-DTMA-HBXAMI7650IOT-EF BOTTOM (2) 7/8 -
11 5,±
UEN 210,
TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE/
DECIBEL
(3) DB844H90E-XY_C BACK (2) 7/8"
2. THE COAXIAL ANTENNA CABLE INSTALLER 514ALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT
2 FR(DPO'�ED
ANITENNA_ A7l'vlUjTi �U!D CON�IGURATI011
WITH 3 TYPEWRITTEN TIME DOMAIN REFLECTOMETER (TDR) TESTS TO VERIFY CABLE LENGTH AND TO CHECK
lol fo
- (1) 1/2'
FOR WATER DAMAGE.
PROPOSED PAN[
ANTENNA (TYR)
JUMPER CABLES
LNA
(2) MAIN LINES
�A3)
ANTIENNA_M0UN__l . ING DETAIL
2
mol TO SCA�l
SECTOR
EXISTING SPRINT/NEXTEL
__-�NEENNA
ANTENNA
CE BRIDGE
ELFc__MEcIj
TILT TJ_T
EXISTING SPRINT/NEX7FL
COAXIAL
ENGTH
EQUIPMENT SHELTER
I _1 T
WE ;:
1, ALL AZIMUTHS ARE To BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING.
2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAO CENTER AND ORIENTATIONS wilH SPRINT
PCS PRIOR, TO INSTALLATION OF ANTENNAS�
Lo �V L E -LON A�!D EXISTING ANTLI`4NA AND C0AX.INFoRLlATIQN
(:A'�2_ 101 TO �CAUE
NEW MICROWAVE
DIGH (REFER To CHART) NEW 3"
MOUNTING PIPE
NLO� MOUNTING
NE�h RAMO BRACKET
(REFER TCI CHART)
DTE -
REFER TO DRAGONWAVE'S INSTALLATION SPECIFICATIONS FOR
DUAL RADIO MOUNTING.
RLJI 11,10UNTI.NG DETA-11-
3 VAPOR WRA, WILL — —, 5, . — ,
4 ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/7- JUMPERS Aw SHALL
NOT EXCEED C-0"
5. ALL COAXIAL CABLE WILL BE SECURED TO THE OESIGKED SUPPORT STRUCTURE AT DISTANCES NOT To
5L EXCFED 4'0" O�c -USED FOR THIS INSTAEUA7ION, PRE AND POST ANTENNA LINE SWEEPS ARE REUUIRLD.
�F COAX IS BEING FE
7. JPONI COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAO CENTER AND TOP OF ANTENNA.
ANTENNA VIOUNIING NOTES:
1. DESIGN AND CCINISTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EIA/TIA-222:
AFPENDIX 8 FOR WIND LOADING: "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA
SUPPORTING STRUCTURES' OR APPLICABLE LOCAL CODES
2. ALL STEEL MATERIALS SHALL BE CALVAN17EO AFTER FAORICATION IN ACCORDANCE WITH ASTM A123 "ZINC
(HOT -DIPPED GALVANIZEC) COATINGS ON IRON AND STEEL PRODUCTS-, UNLESS OFHERWISE NOTED,
3. ALL BOLTS, ANC�4ORS AND MISCELLANEOUS HARDWARE SHALL 9E GALVANIZED IN ACCORDANCE WITH ASTM
A153 "ZINC-COANING (HOT DIP) ON IRON AND STEEL HARDWARE', UNLESS OTHERWISE NOTED.
4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM
A760.
5 ALI, ANTENNA MOUNTS SHALL OF INSTAL�ED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG TIGHT.
15� MINIMUM HORIZONTAL SPACING SHALL BE 2'-0' 87WEEN ALL ANTENNAS.
SECTOR
EXI�;TINU ANTENNA AND CQAXIAL
CAULF INFORMATION
—CO—AXIAL
MITCH
[)OWNTItT
SECTOR
AZIMUTH
__-�NEENNA
ANTENNA
HEIGHT
ELFc__MEcIj
TILT TJ_T
__�CABLF
COAXIAL
ENGTH
ALPHA
ly
(3) 998441190ii-XY-0
96�
115'1
(3) 7/8'
±115'
BETA
150'
D854811I
96
(N) WIMAX 150,
(3) 7/8"
±115'
GAMMA
270'
(3) DB844H9OE-XY_O
96'
(E) IOEN I�cr
(3) 7/8�
il 15 -
WE ;:
1, ALL AZIMUTHS ARE To BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING.
2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAO CENTER AND ORIENTATIONS wilH SPRINT
PCS PRIOR, TO INSTALLATION OF ANTENNAS�
Lo �V L E -LON A�!D EXISTING ANTLI`4NA AND C0AX.INFoRLlATIQN
(:A'�2_ 101 TO �CAUE
NEW MICROWAVE
DIGH (REFER To CHART) NEW 3"
MOUNTING PIPE
NLO� MOUNTING
NE�h RAMO BRACKET
(REFER TCI CHART)
DTE -
REFER TO DRAGONWAVE'S INSTALLATION SPECIFICATIONS FOR
DUAL RADIO MOUNTING.
RLJI 11,10UNTI.NG DETA-11-
3 VAPOR WRA, WILL — —, 5, . — ,
4 ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/7- JUMPERS Aw SHALL
NOT EXCEED C-0"
5. ALL COAXIAL CABLE WILL BE SECURED TO THE OESIGKED SUPPORT STRUCTURE AT DISTANCES NOT To
5L EXCFED 4'0" O�c -USED FOR THIS INSTAEUA7ION, PRE AND POST ANTENNA LINE SWEEPS ARE REUUIRLD.
�F COAX IS BEING FE
7. JPONI COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAO CENTER AND TOP OF ANTENNA.
ANTENNA VIOUNIING NOTES:
1. DESIGN AND CCINISTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EIA/TIA-222:
AFPENDIX 8 FOR WIND LOADING: "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA
SUPPORTING STRUCTURES' OR APPLICABLE LOCAL CODES
2. ALL STEEL MATERIALS SHALL BE CALVAN17EO AFTER FAORICATION IN ACCORDANCE WITH ASTM A123 "ZINC
(HOT -DIPPED GALVANIZEC) COATINGS ON IRON AND STEEL PRODUCTS-, UNLESS OFHERWISE NOTED,
3. ALL BOLTS, ANC�4ORS AND MISCELLANEOUS HARDWARE SHALL 9E GALVANIZED IN ACCORDANCE WITH ASTM
A153 "ZINC-COANING (HOT DIP) ON IRON AND STEEL HARDWARE', UNLESS OTHERWISE NOTED.
4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM
A760.
5 ALI, ANTENNA MOUNTS SHALL OF INSTAL�ED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG TIGHT.
15� MINIMUM HORIZONTAL SPACING SHALL BE 2'-0' 87WEEN ALL ANTENNAS.
SECTOR
TECHNOLOGY AZIMUTH
El -.17c
DOWNTILT
MITCH
[)OWNTItT
PAD, CTR�
MAKE
MODEL PEED CABLE
LENGTH
ALPHA
(N) WIMAX
TED
96'
!<Mw
(1) KMWK-DTMA-HPXWM17650IOT-EF 80TTOM (2) 7/8'
115'1
(E) IDEN 10'
DECIBEL
BACK
(3) DS844H90E-XY_O (2) 7/8"
BETA
(N) WIMAX 150,
IT
TBD
(1) KPWK-DTMAH9XWM17650IOT-EF BOTtom (2) 7/8�
(E) IOEN I�cr
DECIBEL
(3) 013848TI9017-XY BACK (2) 7/8-
GAMMA
(N) WIMAX 270'
0,
TEO
96'
KMW
(1) XWWK-DTMA-HBXAMI7650IOT-EF BOTTOM (2) 7/8 -
11 5,±
UEN 210,
DECIBEL
(3) DB844H90E-XY_C BACK (2) 7/8"
(E) CPS f I -
10'
- (1) 1/2'
TPD
(E) CPS f2
To'
- (1) 1/2-
TOD
I (E) CPS #3
10'
- (1) 1/2-
TBD
(N) GFS #4
10'
Teo
[��O�WAVE 224�32'
�15'
DRAGONWAVE
(1) A -ANT -20G-0.6 (2) 7/8"
115'±
�:Cl�l
RADIO
DRAGONWAVE
(2) 25HC�OHFCOI57vQ2
1. REFER TO SHEET A-1 FOR ANTENNA ORIENTATION PLAN. 2 PROPUSED RF SCHEDULE
__l (A2�40T TO KALE
is IN
W r�, 11 00
I w Ln m M
cj
tn w [I rl
w 13 1 - � 1�
�� a, z — —
E3 U0 omm
- - F N IN
r4 It 7)
p -111JArlim — :; 0 4
(L LL
SITE NAME:
BLUEGRASS LANE
SITE NUMBER:
DA02YC444 (TX0444)
CIVE JOB NO.: TOB -219-21 40
DRAWN BY:
IRS
CHECKED 0I
sw
APPROVED EI
sw
SUBMITTALS
EE:E=DFSCRIPT1ON 113Y
i lln/,)q/nRl Pl�vl�vn I Rq