HomeMy WebLinkAboutZ-6134-C MapPROJECT INFORMATION
.COPE OF WORK:
UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS
1
18001 CHENAL VALLEY DRIVE
SITE ADDRESS:
LITTLE ROCK. ARKANSAS 72212
LATITUDE:
34 46' 50.6' N
LONGITUDE
92' 26' 46.6" W
JURISDICTION:
CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
CURRENT USE:
TELECOMMUNICATIONS FACILITY
PROPOSED USE:
TELECOMMUNICATIONS FACILITY
A/E DOCETly MT REVIEW STATUS
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slat relieve sabeantractor trees roll p e`filth ooatraoW4 obiitattans.
Raviawea 1 Data
pli&tifa8
DRAWING INDEX REV
LTR -048-0 ITLE SHE 2
LTR -048»02 SITE PLAN 2
WT,r.sr sr, r,ee n e c nIn7�C 2
AS -BUILT REO? I LN E
THE MARK UP ON THIS DRA WING-REFLBCTS
THE AS -BUILT INSTALLATION.
Subcontractor I Data
Field Coordinator f Dole
MarketEn�ieeer ShailRevitwr:Redible llreurhW'ra Fnsure
Cbanges Do Not Alter The OrlsinaT DoIgn Iutmt And!()r Are
VICINITY MAP
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F ; 1.'l1{I T3{i �' - cFlii
■ CI [ }'L; "VOIDS T•'IS PEFI�,ill-I-
�GIfI$jU1ell Z613'( -L
WIRELESS
ARKANSAS INTEGRATION
SITE NUMBER: AR1548
SITE NAME: PEBBLE BEACH (L-048)
"14.1'' -�..: f{ i'r `�: • -t• - `�' x
-y
APPLICABLE BUILDING CODES AND STANDARDS
DIRECTIONS: FROM DOWNTOWN LITTLE ROCK, AWA#W, TAKE 1-630 W AND GO 5-13 MILES. CONTINUE SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES
ONTO FINANCIAL CENTRE PKWY FOR 0.6 MILES. S�MNIJE ONTO CHENAL PKWY AND GO 4.4 MILES. AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE
TURN LEFT AT CHENAL VALLEY DRIVE AND GO 0THE SITE. SITE IS ACCESSED THROUGH EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT
UNMARKED ACCESS ROAD NOT SHOWN ON THEfAP`LQW. AWARD SHALL GOVERN THE DESIGN.
U
C
BUILDING CODE/ FIRE PREVENTION/ SAFETY/ ACCESSIBILTY CODE-,.
24782 -LTR -048-05 CONSTRUCTION NOTES 0 ARKANSAS FIRE PREVENTION CODE (1997)
94782 -LTR -048-06 GPS MOUNTING DETAILS 0 --' ; MECHANICAL CODE
24782 -LTR -048-07 CONSTRUCTION DETAILS 0 I .rte ARKANSAS MECHANICAL CODE (IMC 2003 WITH STATE AMENDMENTS)
0
24782 -LTR -048-08 ELECTRICAL NOTES AND DETAILS i 1999ELECTRICALTIcooE
.247$2 -LTR -048-09 GROUNDING DETAILS 0 Q ISI lsss NATIONAL ELECTRICAL CODE (NEC)�. r r r - —�
2 7 - g4- 0 Gfi I G DETAILS 0 N 11 ti� �Hickarylit8GAS CODE:
24782"LTR1 GROUNDING PLAN 2 °::. ARKANSAS STATE GAS CODE (1995)
2 i,- `"� *klicktI#i1I61►c1
_�' � SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
24782 -LTR -048-13 RISER DIAGRAM �`, f
ti AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
0
14782 -LTR -048-14 TELCO CONNECTION DIAGRAM 1 ,• r2�t19m Iif,:= i AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), CONCRETE MANUAL OF STEEL CONSTRUCTION, ASD,
:,4782 -LTR -048-15 RF AUTOMATIC DOWNTILT SCHEMATIC + NINTH EDITION
2+4782 -LTR -048-16 SHELTER LAYOUT AND CABINET DETAILS 0 �{{ Little 1iEoek , �!�`� � TELECOMMUNICATIONS INDUSTRY ASSOCIATION [TTA] STRUCTURES: STRUCTURAL STANDARDS FOR STEEL g
�� • ANTENNA TOWER AND ANTENNA SUPPORTING 5TRUCTUR£S:
TLA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
NOTES TELECOMMUNICATIONS
tin
INSTTiifT£ FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH
T. SEE THE FOLLOWING NOTES, SYMBOLS AND DETAILS, BECHTEL DOCUMENT NUMBER ; � RESISTIVITY. GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
24782 -000 -A3 -EF -00001 FOR THE IMPLEMENTATION OF THIS SITE DESIGN PACKAGE: ' IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
CO[aCR E AND REINFORCING STcE_ `:GL_3 DETAIL 1D2� l� Y EQUIPMENT
..4 F?IC?.aLE BUILDING CO0E5 RNw 5TAtiDA-405 DETAIL 103
F No -Es DETAIL 116 t. IEEE 062.41, RECOMMENDED PWICTlCE5 ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
STE WORK GENERAL NO'rs DETAIL 619 CIRCUITS (FOR LOCATION CATEGORY "C3' AND 'HIGH SYSTEM EXPOSURE')
STRUCTURAL STEEL NOTES DETAIL 6211 •/£-�
ELECTRICAL INSTALLATION NOTES DEET,TAIL AIL 622 1�� � TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS
GE-NER4L NOTES _
CE SR!DETAIL DETAIL ISS , TELCORDIA GR -1503, COAXIAL CABLE CONNECTIONS
DIRECT BURIED CONDUIT DETAIL 105
DETAIL 632 i€s °` �{
ANTENNA CABLE GROUNDING :.:ivEO TOWER DETAIL 114 x� i ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
GROUND ROC DETAIL 118`, e
i NSTALLAT;ON OF GROUND %`RE TO GROUND SAR DETAIL 119 � FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL.,
RE=ERENCE GROUND BAR (zGB) OETAI=_ g� METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT
REFERCONNECTION OF GROUND WIRE TO GROUNDING 8AR DETAIL 122 'y_ r���
0 ROD WITH ACCESS AREA DETAIL 644 SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
r yQQ� REQUIREMENT, THE SPECIFIC REQUIR ENI SHALL GO .
ROUCOAX COLOR CODING AND 10 DETA'L FOR GREENFIELOS DETAIL 536 "y
ASEi RiNfRriRAls AAtO. "SO'S
DETAIL 112 rep rr
CONNcCT10N OF CABLE .GROUND KIT TD ANT04RA CABLE DETAIL 121 �� s� } t �{)3 A
ANTENNA CABLE GROUNMNG- & SURGE ARRESTORS AT SHELL=R DETAIL 129
K
FGISTY EO q CWGULAR WIRELESS
A7 E PEBBLE BEACH (L-048) t 067ox/05 REwSED res CUEXT COULENT ONUS
ROTE-5�r; L i
DESl - CTLOUP SITE NO. AR1548X, Oa/27/ee nvTSE[r PER CLIENT COMMENT 4 TITLE SHEET
2775 Villa Creek Dx., 5uice 150, Dallas, Texas 7S234 18001 CHENAL VALLEY DRIVE. �� D !/R6/05 ISSUED FOR CONSTRUCTION COM A
Phone: (972) 484.6855 Fax: (972) 484-6830 LITTLE ROCK, ARKANSAS 72212 YYiTsE iS im uC NLN �LTR-048-01
ND. DATE REVISIONS Na 124
St,owN OEStG71FP Br: NMB CRA"r'3ij LTR -048 2
1VDG PROJECT #050467
3 2
6 5 I 4 '~�e:�: , r�'� PBC• t;,
(E) PROPANE TANK
(E) EQUIPMENT AND
CONCRETE SLAB
(E) CHAIN LINK FENCE
(E) UTILITY RACK
(E) PROPANE TANK
TO BE REMOVED
(E) GENERATOR
TO BE REMOVED
(E) AC METER
(E) UTILITY RACK
(E) ICE BRIDGES
AND EQUIPMENT
TO BE REMOVED
aIO
(N) MAN GATE
(E) TELCO BOX
(E) POWER POLE
3'-0"
j11TAL�ACE
DESIGN GROUP
2775 Villa Creek Dr., Suite 150, Dallas, Texas 75234
Phone. (972) 484-6855 Fax: (972) 484.6830
I WDG PROJECT #050467
6
%^—x�X�x�- -
- --- 93'-O x
x (E) NEXTEL SHELTER I
xx
I
(E) UTILITY RACK V
30'-0" {
(E) NEXTEL I
ICE BRIDGE
I 1
I
❑ X
I Q
❑ I I
m
BASE OF
❑ (E)
WATERR FTOW 0"
ONER 1
(E) FIRE 1
(E) COAX CABLES HYDRANT i
/ TO BE REUSED i
- (N) ICE BRIDGE i
RE: 155/07
(N) OVERHEAD ICE BRIDGE I
aSUPPORTS TO BE LOCATED „
MOUNT (E) GPS AS CLOSE TO TANK AND I
ANTENNA TO (N) BUILDING AS POSSIBLE
ICE BRIDGE (RE: I
° 1&2/06) J PLACE (N) 11'-S' x 20'-0' "
CONCRETE SLAB FOR I
f (N) SHELTER (RE: SHT 04)
F _r (N) FENCE
L RE. 02A j
o I NEW LOCATION OF x
b
(E) 12'-0° GATE
4
II --- -__-- -_d x 1 x—x_% x�x—x-■—]{—x—%--%—:—%—%-X—x�x�:_-x—x�
I I ac �� 1 /� RELOCATE (E) 12'-0' GATE.
RE -GRADE AND LEVEL AREA
IN FRONT OF GATE.
in
(3) #3/0 AND (1) #6 GROUND
IN 2" 4 SCH 40 PVC CONDUIT
FOR (N) UNDERGROUND POWER 1
(RE: 1 & 2/13 AND 105/08) �3
(N) (2) 3" 0 SCH 40 PVC CONDUIT
FOR UNDERGROUND TELCO. WITH
1800 -LB MULE TAPE, PULL STRINGS
AND CAPS (RE: 1/14 AND 105/08)
5
PEBBLE BEACH (L-048)
SITE NO. ARI 648
18001 CHENAL VALLEY DRIVE
LITTLE ROCK, ARKANSAS 72212
4
95'^0"
Xcingular
WIRELESS
3
PEBBLE BEACH (L-048)
FCC REGISTRATION ID: N/A
NOTE'
OPTIONAL POWER AND T1 - PLACEMENT OF H -FRAME
STAND-OFF FROM POWER SOURCE AND UNDERGROUND CONDUITING
FROM TRANSFORMER POLE FOR POWER AND T1. CONDUITING
FROM H -FRAME TO EQUIPMENT FOR POWER AND T1. e
RE: DETAILS e
13 14
SITE PLAN
SCALE: 3/16"=1'-0 sr•
ti.
�s
GENER6L—NDIL,
SCALE NOTED APPLIES TO 22x34" SHEET SIZE.
IF PRINT SIZE IS 11 "x17', THEN ACTUAL SCALE IS
ONE HALF OF SCALE NOTED. EXAMPLE: 1/2' = 1'-0'
BECOMES 1/4' = 1'-0" ON 11'x17" SHEET SIZE).
THIS NOTE APPLIES TO ALL DRAWING SHEETS..
LEGEND I
❑c
C
0 EXISTING EQUIPMENT
NEW EQUIPMENT B
FUTURE EQUIPMENT
EXISTING CABLE TRAY/ BRIDGE
NEW CABLE TRAY/ BRIDGE
CONDUCTORS AND RACEWAY TO
BE FURNISHED & INSTALLED BY
SUBCONTRACTOR
NORTH ARROW A
SCALE: NONE
LINGULAR WIRELESS
�: } ?• r SITE PLAN
, <a21 ,p6 sx£ HDI®Elf nRweru NlNdtflt »
&,J.2i782 LTR -048 24782 -LTR -048-02 2
's x...11 irr•i" 22X
i
1 O6/02/06 REVE M PER CLIENT COMMENT
TJ P61.i
1 04/27/05 REVISED PER CLIENT COMMENT
SW PRL
p 01/26AZ ISSUED FOR CONSTRLICT10Tt
CEC CDG PRL
NO. DATE REV610NS
BY
- AS SHOWN DESIGNED Bt: NMB
DkAWN W. WS
2
GENER6L—NDIL,
SCALE NOTED APPLIES TO 22x34" SHEET SIZE.
IF PRINT SIZE IS 11 "x17', THEN ACTUAL SCALE IS
ONE HALF OF SCALE NOTED. EXAMPLE: 1/2' = 1'-0'
BECOMES 1/4' = 1'-0" ON 11'x17" SHEET SIZE).
THIS NOTE APPLIES TO ALL DRAWING SHEETS..
LEGEND I
❑c
C
0 EXISTING EQUIPMENT
NEW EQUIPMENT B
FUTURE EQUIPMENT
EXISTING CABLE TRAY/ BRIDGE
NEW CABLE TRAY/ BRIDGE
CONDUCTORS AND RACEWAY TO
BE FURNISHED & INSTALLED BY
SUBCONTRACTOR
NORTH ARROW A
SCALE: NONE
LINGULAR WIRELESS
�: } ?• r SITE PLAN
, <a21 ,p6 sx£ HDI®Elf nRweru NlNdtflt »
&,J.2i782 LTR -048 24782 -LTR -048-02 2
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WAT ACE
DE,SIG-r CROUP
2775 Villu Creek M., Suire 150. Dallas, Texas 75234
PGunee(972)484.6855 Fex:(972)484-6830
WDG P1ROfECT #050467
6
3GATE
MPOST-3
FOOTINGS NOTES:
12' X 36' 1- ALL MATERIALS TO
BE HOT DIP GALVANIZED,
18' X 36"
18' X 36'
/—LINE POST
PLAN
— i
COMPOUND SUB—GRADE- DEPTH OF Foo -m-1 '1 /44/4'
2" MAX. CLEARANCE BETWEEN TO BE 6" BELOW STRETCHER BAR
FABRIC & COMPOUN FROST LINE WITH BANDS
TYPICAL FENCE AND DOUBLE GATE DETAIL WITH BARBED WIRE
SCAEE 1/4"=1'-0"
BARBED WIRE ARI DETAIL {ARM OUT)2
SCALE: 1:4 Q2A
PEBBLE BEACH (L-048)
SITE NO.AR1548 Xcingular
18001 CHENAL VALLEY DRIVE WRaESS
LITTLE ROCK, ARKANSAS 72212
5 4 3
FINISHED GRADE
(TOP OF GRAVEL)
rEXISTING FINISH GRADE
:R POST
LINE
POST
-? aL
* LINGULAR WIRELESS
REGISTI EREED
[OFESSIC) AL FENCE DETAILS
ENGINEER �
'q' Sf� INY9ER oRl�WN70 NuuE
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IC
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0 0+/27)06 msuEO FOR CONSr,ZGCTION
SW PRL
NO. DATE REVISIONS
BY
AS SHOWN DESIGNED BY- NMB
0liA1Y I BY: NMB"+
w
2
-? aL
* LINGULAR WIRELESS
REGISTI EREED
[OFESSIC) AL FENCE DETAILS
ENGINEER �
'q' Sf� INY9ER oRl�WN70 NuuE
p,124,2 i i -C 21582 LTR -048 24782 -LTR -
IC
D
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A
A
ANTENNA CENTER UNE
ELEV ±160 —0"
(E) TMAs TO BE
REPLACED WITH (N)
(12) MODEL LGP17205
TMAs (N) (3) EMS WIRELESS
M848RR80VOPALQ—RI2 ANTENNAS
TO REPLACE EXISTING
(1) ANTENNA PER SECTOR
NOTE: STRUCTURAL ANALYSIS
PROVIDED BY OTHERS.
UC
(E) COAX CABLES RE-ROUTE
INSIDE WATER TC�'.ER. MATCH
EXISTING MOUNTING.
ICE BRIDGE
(N) SHELTER (8' MIN
DISTANCE FROM TANK
TO SHELTER)
Y YAMALCE
DESIGN CROUP
2773 Villa Creek Dr., Suite 130, Dallas Texas 75234
Phone: (972) 484.6853 Fax: (972) 4846830
i WDG PROJECT #050467
I 6
--------(E) ±180'-0- WATER TOWER
ANTENNAS
REPLACE (E) SURGE
ARRESTORS WITH HUBER-
SUHNER HS3409-41-0048
FINISHED GRADE
/ ELEV :t0'-0"
TOWER ELEVATION 7
SCALE 1/8'=1'-O' d3
PEBBLE BEACH (L-048)
SITE NO. AR1648
18001 CHENAL VALLEY DRIVE
LITTLE ROCK, ARKANSAS 72212
4
T
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Cz
xf
tzI
RF NOTES:
1. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR-
2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED.
3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE
NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER S.
(N) (3) CINGULAR ANTENNAS,
S WIRELESS 4. ALL SPECIFIED MATERIAL FOR EACH LOCATION (EG., OUTDOORS. INOOORS—OCCUPIED,
148RRSOVDPALQ—R12. INDOORS—UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED. LISTED,
I ANTENNA PER SECTOR OR LABELED AS REQUIRED BY THE NEC.
(E) WATER
TWO ANTENNA CONEIGURATION
-TOWER MOUNTING (PLAN VIEW
DETAIL 2
NTS 03
Xcingular
Wip
3
& RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET
EXCEPT INSIDE MONOPOLES OR LATTACE TOWERS WHERE CABLE AND CONNECTOR
MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER
RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED.
6. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO
SUPPORT AND PROTECT ANTENNA CABLE RUNS.
7. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE
SLOPED AWAY FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER
FROM ENTERING THROUGH THE COAXIAL CABLE PORT.
8. ALL FEEDER UNE AND JUMPER CONNECTORS FOR CINGULAR GSM SHALL BE
CINGULAR APPROVED 7/16 DIN CABLE CONNECTORS THAT MEET IP68 STANDARDS.
9. DELETED
10. 7/16 DIN CONNECTORS REQUIRE NO ADDITIONAL WEATHER PROOFING IN INDOOR
APPLICATIONS IF INSTALLED AND TORQUED PROPERLY. IN OUTDOOR APPLICATIONS
WEATHER PROOFING IS REQUIRED AND THE FOLLOWING PROCEDURE SHOULD BE
FOLLOWED:
APPLY A 'COURTESY' WRAP OF ONE LAYER OF 7MIL THICK VINYL ELECTRICAL TAPE
EXTENDING APPROXIMATELY ONE (1) INCH ON EACH SIDE OF THE COAX CABLE/
CONNECTOR JUNCTURE.
USING WEATHERPROOFING KIT APPROVED BY CABLE MANUFACTURE AND CONTRACTOR.
START TAPE APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES
TOWARD THE CONNECTOR, THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP.
TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO FOUR (4)
INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN
FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER AND FINISH WITH A FINAL LAYER
OF TAPE.
11. DELETED
12. ANTENNAS SHALL BE PAINTED. WHEN REQUIRED, BY THE LANDLORD OR AUTHORITY
HAMKG JURISDICTION IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE
PREPARATION AND PAINTING REQUIREMENTS.
13. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE
TOWER, WITHIN 10 FEET OF THEIR CONNECTORS, AND AT THE BOTTOM OF THE TOWER
ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACIUTTY. THEY SHALL BE GROUNDED
AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 100 FEET AND 200 FEET HIGH. AND
AT INTERVALS OF 100 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 200 FEET.
14. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED
TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS
FOR THE KUS AT THE TOP OF THE TOWER, AND IN THE MIDDLE SECTION Of THE
TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING EXOTHERMIC. BOLTED. OR
APPROVED CLAMP CONNECTIONS.
15. ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET REQUIREMENTS
16. DELETED
17. DELETED
18. MHA/TMA'S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLIED TO THE
SUBCONTRACTOR WERE REQUIRED) AND INSTALLED BY THE SUBCONTRACTOR. THE
GROUND CONDUCTORS OF THE TMA MAY BE BONDED DIRECTLY TO THE TOWER STEEL
USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS.
19. ANTENNA FEED UNE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED
IN ACCORDANCE WITH THE REQUIREMENTS OF CINGULAR-GSM SERVICES PROJECT
DOCUMENT NO. 24782-000-3PS-EFYO-00001. CONTRACTOR WILL NOT ACCEPT A RADIO
SIGNAL CABLE INSTALLATION WITH UNSAT)SFACTORY[WEEP TEST RESULTS.
f -D
V' 'w -'r i CINGULAR WIRELESS
EGISTERE
,1R O F E S 31 O NI L 3 ELEVATION VIEW AND RF NOTES
ENGINEE€
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1 %/02/D6 REVISED PER CLIENT OOMMEW
TJ Ida PRL
1 44/27/06 REVISED PER CLIENT COMMENT
SIN 140 PRL
❑ 01/29/45 ISSUED FOR COIISTRU r0X
ODM
ECEG
NO. DATE REWS N5
DY CHK
AS SHOWN DESIGNED BY: MAB
DRAWN BY: WMB
2
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EGISTERE
,1R O F E S 31 O NI L 3 ELEVATION VIEW AND RF NOTES
ENGINEE€
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No. 12421 LTR -048 24782 -LTR -048-03
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