HomeMy WebLinkAboutZ-8555-A MapABBREVIATIONS SHEET INDEX
WHERE APPLICABLE T-1 TITLE SHEET at&t
A-1 SPECIFICATIONS
ADJ ADJUSTABLE MIN MINIMUM A-2 SPECIFICATIONS 10802 EXECUTIVE
APPROX APPROXIMATE MTL METAL C-1 OVERALL SITE PLAN CENTER DR
CAB CABINET
NIC NOT IN CONTRACT C-2 ENLARGED SITE PLAN SUITE300
CLG CEILING NTS NOT TO SCALE LITTLE ROCK, AR 72211
CONC CONCRETE OC ON CENTER C-3 ELEVATION & AZIMUTH PLAN PH (501) 219-4451
CONT CONTINUOUS OPP OPPOSITE LQI�ED ' il':at& !JI Ti_; ATP,1FL Y C-4 EQUIPMENT DETAILS
CJ CONSTRUCTION JOINT SF SQUARE FOOT �, -• rt
CIA DIAMETER SHT SHEET =- G >i4i I C-5 ICE BRIDGE DETAILS w
r' ti POWER & TELCO SITE PLAN I e Ica` 1 _
DWG DRAWING Sim SIMILAR I-v;r'C- t€] U13[:I:?Cir!� Gf '" C 7 v"v �� '1FlI�f(; ,y �`� Networks
EGB EQUIPMENT GROUND BAR SS STAINLESS STEEL +
EA EACH STL STEEL - E-2 ELECTRICAL DETAILS
ELEC ELECTRICAL TOO TOP OF CONCRETE
ha d : �_rL GR-1 GROUNDING PLAN 1100 N. UNIVERSITY
EL ELEVATION TOM TOP OF MASONRY ANY iDEVIAT1 ie GR-2 GROUNDING DETAILS SUITE 200
EO EQUAL TYP TYPICAL SITE NAME: KOBAN LAKE N FROM
APPROVED
EQUIP EQUIPMENT VIF VERIFY IN FIELD' w I [� if�]iC�' �lI� r7i,nlT GR-3 GROUNDING DETAILS LITTLE ROCK, AR 72207
EXT EXTERIOR LION UNLESS OTHERWISE NOTED SITE NUMBER: AR1465 GR-4 GROUNDING DETAILS
FF FINISHED I) FI nR mIr can n / / x c-t rnu DI l n nrTAH C
GA GAUGE
GALV GALVANIZED CENTERLINE
GC GENERAL CONTRACTOR R PLATE
GRND GROUND AGL ABOVE GRADE LEVEL
LG LONG AMSL ABOVE MEAN SEA LEVEL
MAX
MMAXIMUM
urru urru uun.,
/
—AV
14121 LAWSON ROAD
1 ITTI C �/1l�I! cart 79�fAA
S-2
SHELTER ELEVATIONS
RF-1
SECTORS A & B
RF-2
SECTOR C
2
05/26/10
REVISED PER ATC COMMENTS
RF-3
COAX SCHEDULE & MARKINGS
1
OS/tB/10
FINAL
DC
0
04/27/10
PRELIMINARY RELEASE
LI 1 1 LL IlV VI\, MR 1 LA IV-
MFR MANUFACTURER NEW AT&T EQUIPMENT SHELTER AND JURISDICTION:
MIGB MASTER ISOLATED GROUND BAR
ANTENNAS ON EXISTING MONOPOLE TOWER PULASKI COUNTY I I a
APPLICANT INFO:
SYMBOLS AND MATERIALS
WHERE APPLICABLE
g NEW ANTENNA !• " l GROUT OR PLASTER
Q EXISTING E__ BRICK
ANTENNA
\� ASPHALT CM2224EMO MASONRY
0] ELECTRIC BOX CONCRETE
I-lIt�IE3II J EARTH
Y I— I rvLL
O GRAVEL
FND MONUMENT
PLYWOOD
A(.SPOT ELEVATION
SAND
0 SET ELEVATION
® WOOD CONT.
® REVISION
GRID WOOD BLOCKING
REFERENCE
DET. DETAIL ® STEEL
SHT. REFERENCE -
CENTER LINE
e — - - PROPERTY LINE
ELEVATION
SSTEPPED FOOTING
60 - MATCH LINE
O SECTIONS AND DETAILS IS WORK POINT
y1
C COAXIAL CABLE
G GROUND WIRE # 2 AWG
CONTRACTOR SHALL REFER TO SPECIFICATION
24782-000-AOOZ-00002 "GENERAL CONSTRUCTION SERVICES
FOR CONSTRUCTION OF AT&T GSM SITES" FOR ANY ITEMS OR
WORK NOT LISTED OR DETAILED HEREON STANDARD
SPECIFICATIONS SHALL SUPERSEDE WHERE CONFLICTS OCCUR
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND SHALL
IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE
RESPONSIBLE FOR SAME
APPROVAL
AIE DOCUMENT REVIEW STATUS
OWNER SIGNATURE DATE
1 I
ACCEPTED - YATH MINOR OR NO COMMENTS, CONSTRUCTION MAY PROCEED
_
RF ENGINEERING SIGNATURE DATE
2
NOT ACCEPTED - PLEASE RESOLVE COMMENTS AND RESUBMIT
ACCEPTANCE DOES NOT CONSTITURE APPROVAL OF DESIGN DETAILS,
CALCULATIONS, ANALYSIS, TEST METHODS OR MATERIALS DEVELOPED OR
SELECTED BY SUBCONTRACTOR AND DOES NOT RELIEVE SUBCONTRACTOR
FROM FULL COMPLIANCE WITH CONTRACTUAL OBLIGATION
GENERAL CONTRACTOR SIGNATURE DATE
PROJECT MANAGER SIGNATURE DATE
ENG.
CONST
MANAGER OF CONSTRUCTION SIGNATURE DATE
REVIEWED:
BY:
I DATE:
t
I
....
I
caner ,
-
o
Elwha Rd-
$YR PWW. RMM LAM ..
- A
SIZE fN_F@�P AAl
� lG7assy Dr-
- Chicopee %A G.
3
>s
I
._ .Gryslal valley Rd ^.
>
-
r rE
VICINITY MAP
LOCAL MAP
AT&T W-T COMMUNICATION
10802 EXECUTIVE CENTER DRIVE DESIGN GROUP, LLC.
SUITE 300 WIRELESS INFRASTRUCTURE
LITTLE ROCK, ARKANSAS 72211 ZRXkt t IU Flee.��,, SW 479
oxen, Yews 7sxx
PH_Ig12I T]9-0161 FAk f9iiI 739-0762
PROPERTY OWNER: "UNW ka -4054 Em: 09/3OA0
AMERICAN TOWER CORPORATION W=Mp0WW-EoNNEEG' Bic
O sim Lj
3200 COBS GALLERIA PKWY
SUITE 205
ATLANTA. GA 30339
PH: (770) 308-1973 �-� NTE �
r)
CIVIL AND ELECTRICAL
r-mr_uIGI^Q• /,A Q"c e c
231 AMS
W-T COMMUNICATION DESIGN GROUP, LLC
3001 LBJ FREEWAY, SUITE 129
DALLAS. TEXAS 75234
CONTACT: JOSE MALDONADO
PH: (972) 739-0761 FAX: (972) 739-0762
wt
POWER COMPANY:
COMPANY: ENTERGY
DATE: EXPIRES: 03/31/11
PH: (800)-ENTERGY
TELEPHONE COMPANY:
[PROJECT NO: T091632
COMPANY: AT&T
PH: (800) 499-7928
DRAWN BY: SEL
ADA COMPLIANCE:
FACILITY IS UNMANNED AND NOT
CHECKED BY: AG
FOR HUMAN HABITATION
SITE NUMBER: AR1465
PROJECT DATA:
ZONING: T.-B.D.
KOBAN
TYPE OF CONSTRUCTION: COLOCATION
TYPE OF OCCUPANCY: UNMANNED
LAKE
UNIFORM BUILDING: 2002 ARKANSAS BUILDING CODE
LEASE AREA: 12' X 24' LEASE HOLDER: ATC
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
GEOGRAPHIC COORDINATES:
LATITUDE: 34' 42' 15.15"
LONGITUDE: —92' 25' 48.39"
ELEVATION- 471
SHEET TITLE
FROM LITTLE ROCK NATIONAL AIRPORT: SEAR RIGHT (SOUTH) ONTO LOCAL ROAD(5) FOR Be 1p5, BEAR RIGHT {WEST} ONTO AIRPORT RD FOR 0.6M1, -
L TITLE SHEET
DIG ALERT: ROAD NAME CHANGES TO ANNIE M 9ANKHEAD DR, (BANKHEAO) FOR 0.3 MI, TAKE RAMP (RIGHT) ONTO 1-440 FOR 2.3 Mi, TOWARDS
I--30/DOWNTDWN/HOT SPRINGS/TEXARKANA, TAKE RAMP (RIGHT) ONTO T-30 [US-167) FOR 1.4 M! TOWARDS I--30/US-65/US-167/DOWNTOWN. AT EXIT RFDS VERSION
ONE CALL OF ARKANSAS 139B, TAKE RAMP (RIGHT) ONTO 1-630 FOR 8.0 MI TOWARDS 1-630, AT EXIT 88, TURN RIGHT ONTO RAMP FOR 0.3 Mi TOWARDS 1-430. TAKE RAMP
(LEFT) ONTO 1-430 FOR 10.9 MI, AT EXIT 5, TURN RIGHT ONTO RAMP FOR 0.2 µl TOWARDS SHACKLEFORD RD. KEEP RIGHT TO STAY ON RAMP FOR 54 THIS DRAWINGS PREPARED BASED ON SHEET NUMBER
PH: (800) 482-8998 YDS TOWARDS SHACKLEFORD RD./KANIS RD, TURN RIGHT (NORTH) ONTO S SHACKLEFORD RD, THEN IMMEDIATELY TURN LEFT (WEST) ONTO PEACH TREE RFDS VERSION NUMBER: 6 0 T-1
CALL 3 WORKING DAYS BEFORE YOU DIG DR FOR O.SMt, TURN RIGHT (WEST) ONTO RIDGEWOOD OR FOR 0.4 MI, ARRIVE AT 14121 LAWSON ROAD, LITTLE ROCK, AR 72210, DATED: 08/01/08
SITE WORK GENERAL NOTES:
i THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES
PRIOR TO THE START OF CONSTRUCTION.
2 ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER
UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT
ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME
CAUTION SHALL BE USED BY THE SUBCONTRACTOR WHEN EXCABVATING
OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL
PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE
BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE
C)ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION.
3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND
PROJECT SPECIFICATIONS.
4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER
REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
LEGALLY.
5. ALL EXISTING INACTIVE SEWER, WATER GAS, ELECTRIC AND OTHER
UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK SHALL
BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED
AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE
WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR
LOCAL, UTILITIES.
6. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE
WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE.
1. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW
AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS.
B. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN
GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN
ANY FILL OR EMBANKMENT.
9, THE SUBGRADE SHALL BE COMPACTED AND BROUGHT UP TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
10. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND
NOT COVERED BY THE TOWER, EQUIPMENT, OR DRIVEWAY, SHALL BE
GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION
AS SPECIFIED ON THE PROJECT SPECIFICATIONS.
11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE
DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED
DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL
GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
STRUCTURAL STEEL NOTES:
1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36
UNLESS NOTED OTHERWISE,
2, ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND
WELDING SHALL CONFORM TO ANSC. WHERE FILLET WELD SIZES ARE
NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE ANSC
"MANUAL OF STEEL CONSTRUCTION." PAINTED SURFACES SHALL BE
TOUCHED UP.
3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"
O.D.) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS (UNLESS
NOTED OTHERWISE).
4, NON—STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"
O.D. ASTM A307 BOLTS UNLESS NOTED OTHERWISE.
5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE
PER MANUFACTURER'S RECOMMENDED PROCEDURE. THE ANCHOR BOLT,
DOWEL, OR ROD SHALL CONFORM TO MANUFACTURER'S
RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE
DRAWINGS. NO REBAR SHALL BE CUT WITHOUT SPECIAL PRIOR
CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL
INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED
IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALOWWABLE LOADS.
CONCRETE AND REINFORCING STEEL NOTES:
6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301.
ACI 318, ACI 336 ASTM A184, ASTM A185 AND THE DESIGN AND
CONSTRUCTION SPECIFICATION FOR CAST —IN —PLACE CONCRETE.
7. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
5000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. SLAB FOUNDATION
DESIGN ASSUMING ALLOWABLE SOIL, BEARING PRESSURE OF 2000 PSF.
B. REINFORCING STEEL SHALL CONFORM TO ASTM 615, GRADE 60,
DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC, UNLESS NOTED
OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE
STANDARD, UNLESS NOTED OTHERWISE.
9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCING STEEL UNLESS SHOWN OTHERWISE ON THE DRAWINGS.
CONCRETE CAST AGAINST EARTH — 3"
CONCRETE EXPOSED TO EARTH OR WEATHER
#6 AND LARGER — 2"
#5 AND SMALLER & WWF — 1 1/2"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST
AGAINST THE GROUND
SLABS AND WALLS — 3/4"
BEAMS AND COLUMNS — 1 1/2"
10. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF
CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301
SECTION 4.2.4.
MASONRY NOTES:
1 HOLLOW CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION
C90, GRADE N. TYPE 1. THE SPECIFIED DESIGN COMPRESS STRENGTH
OF CONCRETE MASONRY (Fm) SHALL BE 1500 PSI.
2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF 1STM C270
TYPE "S" MORTAR AND SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2000 PSI.
3. GROUT SHALL MEET ASTM SPECIFICATION C475 AND HAVE A MINIMUM
28 DAY COMPRESSIVE STRENGTH OF 2000 PSI.
4 CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND
5 WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING
SHALL NOT BE REMOVED UNTIL GROUT IS FULLY CURED
GENERAL NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS
APPLY:
CONTRACTOR — GOODMAN NETWORKS
SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION)
OWNER — AT&T
OEM — ORIGINAL EQUIPMENT MANUFACTURER
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT
THE CELL SITE TO FAMILIARIZE WITH THE EXACT CONDITIONS AND TO CONFIRM
THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION
DRAWINGS_ ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION
OF CONTRACTOR.
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE
MATH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. SUBCONTRACTOR
SHALL ISSUE ALL APPROPRIATE NOTICES AND APPLY WITH ALL LAWS,
ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED
OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND
APPLICABLE REGULATIONS.
3, DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW
OUTLINE ONLY.
4. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS,
EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL
INSTALLATIONS AS INDICATED ON THE DRAWINGS.
5. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL
BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF
MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR.
6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY
STATED OTHERWISE.
T IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE
DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE
INSTALLATION FOR APPROVAL BY THE CONTRACTOR.
8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND
T1 CABLES. AND GROUNDING CABLES AS SHOWN ON THE POWER AND TELCO
PLAN DRAWINGS.
9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS,
CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE
REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER.
10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP
MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE
EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE
DESIGNATED LOCATION.
11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
12. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782-000—AOOZ-00002
"GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T GSM SITES."
at &t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (sot) 219-4451
z �. Ina€ -;Networks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/26/10
REVISED PER ATC COMMENTS
1
DVIBJIO
FINAL
0
04/22/10
PMIMelARY RELEASE
v "m
W-T COMMUNICATION
DESIGN GROUP, LLC._
WIRELESS INFRASTRUCTURE
3001 UU$I. V,5 WIN
l*w., Texas MN
P11:1W21739-0T61 KlpC ryi2i �3P9i47
I.. Rgeuildi Nc F-I12y4 [ap; 011l0A
[{rT l 9 ZWD r-1 v101X[Ewm INC.
WA r-T mw tk)N 0EJ01 Cil", uC
AR"SAS'
SAS
REGISTERED
PROFESSIONAL
1 ENGINEER
10966 .AP
DATE: EXPIRES 03/31/11
PROJECT NO: T091632
DRAWN BY: SEL
I CHECKED BY: AG I
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
SHEET TFFLE
SPECIFICATIONS
SHEET NUMBER
A-1
ELECTRICAL INSTALLATION NOTES_.
ELECTRICAL INSTALLATION NOTES (CONT'D.):
ABBREVIATIONS & SYMBOLS
I ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
23
EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES BE
l 1
1 Q,
at
4-910802EXEcurlvE
PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL CODES,
SHALL
ABBREVIATIONS
a.+a`&t
GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50 AND RATED NEMA
2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL
1 (OR BETTER) INDOORS OR NEMA 3 (OR BETTER) OUTDOORS,
AGL ABOVE GRADE LEVEL
CENTER DR
CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED-
sulrE 300
24.
METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR
BTS BASE TRANSCEIVER STATION
LITTLE ROCK, AR 72211
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY
NON -CORRODING: SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR
(E) EXISTING
PH(501)219-451
WITH THE REQUIREMENTS OF THE NEC.
BETTER) INDOORS OR NEMA 3 (OR BETTER) OUTDOORS.
(N) NEW
4- ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE
25.
NON-METALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS2, AND
MIN MINIMUM
►
SEPARATION AS REQUIRED BY THE NEC.
RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS-
X"1k��..��I,l:i:Networ S
�.=
NTS NOT TO SCALE
■. �.,,..,.-
5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS,
26.
THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE
REF REFERENCE
6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E.HOTS),
CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
RF RADIO FREQUENCY
1100 N. UNIVERSITY
GROUNDING AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH
27,
THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND
TBD TO BE DETERMINED
SUITE 200
COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC
DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO
TBR TO BE RESOLVED
LITTLE ROCK, AR 72207
ELECTRICAL TAPE WITH UV PROTECTION OR EQUAL) THE IDENTIFICATION
SAFEGUARD AGAINST LIFE AND PROPERTY.
METHOD SHALL CONFORM TO NEC AND OSHA.
(TYP) TYPICAL
28
INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "AT&T WIRELESS,"
REO REQUIRED
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE
PER COLOR SCHEDULE. ALL EQUIPMENT SHALL BE LABELED WITH THEIR
EGR EQUIPMENT GROUND RING
VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR
GREENFIELD GROUNDING NOTES:
AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD AND
AWG AMERICAN WIRE GAUGE
05/26/10
RENSEDPERATCCOMMENTS
CIRCUIT ID'S).
1,
ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION
MGB MASTER GROUND BUS
1
05/18/10
FINAL
8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID
AND ACPOWER GES-S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE
EG EQUIPMENT GROUND
0
04/27/10
PRELIMINARY RELEASE
NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS -
COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC.
BCW BARE COPPER WIRE
9. ALL TIE -WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TO REMOVE
2.
THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING
vr
SHARP EDGES.
(PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL
SIAD SMART INTEGRATED ACCESS DEVICE
FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST
10, POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT
RESULT OF 5 OHMS OR LESS.
GEN GENERATOR
W-T COMMUNICATION
SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600V, OIL RESISTANT
3-
THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND
IGR INTERIOR GROUND RING (HALO)
DESIGN GROUP, LLC.
THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 DEG. C
UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE
RIBS RADIO BASE STATION
WIRELESS INFRASTRUCTURE
(WET &DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND
GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS.
a,Gl BRA Flv .& +129
Dxw,TF�,�Ysru
RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED.
SYMBOLS
PH:19r7}jw-0?61 FAx•M?2Pnv-07u
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE
4.
METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH
LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER
Flom vm6n W: r-nxsF [w 01WO
osrnor o 2OIDw-1 DtCKE ArG me
SINGLE CONDUCTOR (#6 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR
WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS
�� SOLID GROUND BUS BAR
oeti w-rcouuualuna+DESICMN uC
THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 DEG C (WET &
DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACE SYSTEM
5.
METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR.
C/!fl SOLID NEUTRAL BUS BAR
USED UNLESS OTHERWISE SPECIFIED.
STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC,
SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT.
A A SUPPLEMENTAL GROUND CONDUCTOR
TE
cjt P O�
12- POWER AND CONTROL WIRING, NOT IN TUBING
2-POLE
OR CONDUIT, SHALL BE
MULTI -CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARC£R), 600V, OIL
6.
EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH
o o THERMAL -MAGNETIC
�j�
CIRCUIT BREAKER
ALRlrlSAS�''�,
RESISTANT THHN OR THWN-2, CLASS B STRANDED CAPPER CABLE RATED FOR
GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 AWG STRANDED COPPER OR
o o
90 DEG C (WET & DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED
LARGER FOR INDOOR BTS; #2 AWG SOLID TINNED COPPER FOR OUTDOOR BTS
SINGLE -POLE THERMAL -MAGNETIC
FOR THE LOCATION AND RACE SYSTEM USED UNLESS OTHERWISE SPECIFIED.
o CIRCUIT BREAKER
ERED
7.
CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK
13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE,
CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED.
e CHEMICAL GROUND ROD
IONAL
COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL),
EER
LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75
DEG
B.
ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING
SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED.
& GROUND ROD
6
C (90 DEG C IF AVAILABLE).
DISCONNECT SWITCH
TR.'�}4�
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL
9.
ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTORS SHALL NOT BE USED FOR
USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC
GROUNDING CONNECTIONS.
m METER
DATE: ExPIRE4 03/31/I1
15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NON-METALLIC CONDUIT (I.E.
10.
USE OF 90 DEG BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN
■ CADWELD TYPE CONNECTION
RIGID PVC SHEDULE 40 OR RIGID PVC SHEDULE 80 FOR LOCATIONS SUBJECT
45 DEG BENDS CAN BE ADEQUATELY SUPPORTED -
PROJECT NO: T091632
TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
11.
EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
# COMPRESSION TYPE CONNECTION
16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NON-METALLIC TUBING, OR
12.
ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING
GROUNDING WIRE
DRAWN BY: SEL
RIGID NON-METALLIC CONDUIT RIGID PVC, SCHEDULE 40 SHALL BE USED FOR
( )
HIGH PRESS CRIMPS.
CONCEALED INDOOR LOCATIONS.
17. GALVANIZED STEEL INTERMEDIATE GRADE METALLIC CONDUIT (IMC) SHALL BE
13.
COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
CHECKED BY: AG
USED FOR OUTDOOR LOCATIONS ABOVE GRADE.
14.
ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE ICE
BRIDGE AND THE TOWER GROUND BAR.
18. RIGID NON-METALLIC CONDUIT (LE. RIGID PVC SCHEDULE 40 OR RIGID PVC
SITE NUMBER: AR14655
SCHEDULE 80) SHALL BE USED UNDERGROUND: DIRECT BURIED, IN AREAS OF
15.
APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL
OCCASIONAL LIGHT VEHICLE TRAFFIC, OR ENCASED IN REINFORCED CONCRETE
COMPRESSION AND BOLTED GROUND CONNECTIONS,
KOBAN
IN AREAS OF HEAVY VEHICLE TRAFFIC.
16.
ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
LAKE
19 LIQUID -TIGHT FLEXIBLE METAL CONDUIT (LIQUID-TITE FLEX) SHALL BE USED
INDOORS AND OUTDOORS WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED,
17.
MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL
14121 LAWSON RD
BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC,
LITTLE ROCK, AR 72210
20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE
AND APPROVED FOR THE LOCATION USED, SET SCREW FITTINGS ARE NOT
19.
BOND ALL METALLIC OBJECTS WITHIN 6' OF MAIN GROUND WIRES WITH 1-#2 AWG TINN-PLATED
PULASKI COUNTY
ACCEPTABLE.
COPPER GROUND CONNECTION.
21. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN
19.
GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS
SHEET TITLE
ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC.
SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE
SPECIFICATIONS
CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS
22. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER,
OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR
DESIGNED TO SWING OPEN DOWNWARDS. SHALL BE PANDUIT TYPE E (OR
LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED -
EQUAL), AND RATED NEMA 1 (OR BETTER).
WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY
SHEET NUMBER
LOCAL CODE), THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL
CONDUIT,
�_�
I
I
i
S II
r, I I I
I I�
I EXISTING
rn I N I TRAIL
f / I
n I o I //
ui u
v,I �
I f
I I /
1 f VENTAN LOT SUBDIVISION /
1 1 EXISTING 10'
UTILITY EASEMENT I I
I f
I
II
I
NOTE:
ALL UTILITY SERVICE POINTS OF ENTRY
SHALL BE VERIFIED WITH ACTUAL SHELTER
MANUFACTURER DRAWINGS PRIOR TO INSTALLATION
'—EXISTING 24" RMC 46't
j CULVERT W/FLARES TO
+j PULASKI COUNTY
SPECIFICATIONS
1 EXISTING FENCE
LINE
I
I
I
I
f
EXISTING GRAVEL BASE J
30' WIDE ACCESS ROAD L
I
I
EXISTING 50' WIDE I
ACCESS EASEMENT
ti
I
EXISTING GAS 1 1
EASEMENT 1
D ,
1
VENTANL SUBDIVISION
1
OT 4
EXISTING
r /
ELECTRICAL EASEMENT
EXISTING ATC I I rr EXISTING AMERICAN
r❑
150' HIGH MONOPOLE TOWER CORPORATION
I jr 50' FENCED
COMPOUND
r� PROPOSED 12'X24' AT&T /
I �r LEASE AREA /
IF
I
J f /
� I
VENTANA SUBDIVISION
LOT 9 J
ram. EXISTING
POND
OVERALL SITE PLAN
SCALE: I'm 14V-0' NORTH
THIS DRAWING IS BASED ON
A SURVEY PREPARED BY
CENTRAL ARKANSAS
SURVEYING, INC. DATED
2/19/10
at&t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219- 451
Goo0in-tanNetworks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/25/10
REMSED PER ATC COMMENTS
1
05/18/10
FINAL
0
04J27/ID
PRELIMINARY RELEASE
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3Wl LW F— . S. 129
.. T. M54
PH 0721 inalo, F+VL.irnTS3-0iw
.w4r --N can
Fnn Q�„tY,A ke- i-n75a Inc 09/70/10
CDFtrb .T O 7010 •-T EMCNEEWA+ INC
DBA. FT CGINI NCATION DESGN ERUO, LLL
r�N'ITVE 0�
A�A�[RSAS
REGISTERED
PROFESSIONAL
ENGINEER
p 10966
7 r'4 R.
DATE: EYAIRE5: LM /IT
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKICOUNTY
SHEET TITLE
OVERALL SITE PLAN
SHEET NUMBER
C-1
GENERAL NOTES
1. TOWER, ANTENNA ARRAY AND ANTENNAS ARE DESIGNED TO MEET
INTERNATIONAL BUILDING CODE/2006, LOCAL BUILDING CODES, AND
ANSI/EIA/TIA-222—F STRUCTURAL STANDARDS FOR STEEL ANTENNA
SUPPORTING STRUCTURES. THE DESIGN WIND SPEED IS 80 MPH
PLUS 1/2" ICE. +
2 ALL STRUCTURAL STEEL SHALL BE HOT —DIPPED GALVANIZED JJ
AFTER FABRICATION.
3
EXISTING VEGETATION WILL BE REMOVED INSIDE LEASED AREA
AND ACCESS DRIVE
4.
ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED
IN ACCORDANCE WITH AISC SPECIFICATION (LATEST EDITION).
5-
ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED
IN ACCORDANCE WITH ACI 318 AND ACI 301.
;
6.
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION
(HANDICAPPED ACCESS NOT REQUIRED).
`
jJ
7.
FACILITY WILL NOT BE LIGHTED WITH THE EXCEPTION OF EMERGENCY
CONDITIONS. A TIMED AREA LIGTH WILL BE PROVIDED FOR THIS PURPOSE.
aT
B.
FACILITY HAS NO PLUMBING.
9.
FACILITY WILL BE INDEPENDENTLY POWERED WITH SEPARATE METER.
10.
TOWER AND ANTENNA INSTALLATION SHALL BE CONDUCTED BY
FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF
/
RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES.
h i
11.
CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND
PRACTICE ALL O.S.H.A. SAFETY GUIDELINES WHILE PERFORMING
SERVICE FOR AT&T,
12.
WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PROTECTION
SYSTEM, THE CONTRACT COMPANY IS RESPONSIBLE FOR PROVIDING
A SUITABLE SYSTEM FOR ITS EMPLOYEES.
%
13.
CONTRACTOR SHALL PERFORM A SAFETY INSPECTION PRIOR TO COMMENCING
r
ALL WORK ACTIVITIES AT A AT&T LEASED OR OWNED SITE. AT&T SHOULD BE
IMMEDIATELY NOTIFIED OF SAFETY HAZARD(S) FOUND DURING THE INSPECTION
THAT COULD CAUSE BODILY HARM OR ENDANGERMENT TO LIFE OR THAT COULD
CAUSE DAMAGE TO PROPERTY. ALL WORK SHALL BE HALTED UNTIL SUCH TIME
3•'c:
THE REPORTED SAFETY HAZARD CORRECTED. THE SAFETY HAZARD, IF
f ;e''
POSSIBLE, SHOULD BE CORRECTED BY THE CONTRACTOR WHILE ON SITE, AFTER
THE CONTRACTOR HAS NOTIFIED AT&T OF THE HAZARD AND HAS RECEIVED
APPROVAL FROM AT&T TO PERFORM THE CORRECTION.
0
7
41�
PROPOSED GPANTENNA SEEDETAIL: C-5/6
EXISTING GRAVEL
SURFACE
PROPOSED AT&T 12'X24'
LEASE AREA
—J PROPOSED
r 10'-0"X16'-0"
AT&T SHELTER
SEE SHEETS:
S-1 & S-2
—PROPOSED
4'x5' CONCRETE
STOOP
� •i
EXISTING AMERICAN
k TOWER CORP. 50'x50'
\ � FENCED AREA
7
PROPOSED ,
AT&T 24" WIDE EXISTING 8' HIGH
ICE BRIDGE ;:;lea WOOD FENCE WITH
BARBER WIRE
k
xs'0"-Z
r EXISTING COMMUNITY
y: RACK WITH 6 METER
GANG & TELCO BOX
�Y Y^ TO BE UTILIZED
EXISTING ATC 150'
HIGH MONOPOLE
PROPOSED AT&T
PANEL ANTENNAS
AT 147'-0" RAD
CEN TER
X
NOTE: ! -
ALL UTILITY SERVICE POINTS OF ENTRY
SHALL BE VERIFIED WITH ACTUAL SHELTER x
MANUFACTURER DRAWINGS PRIOR TO INSTALLATION
EXISTING LANDSCAPE 4 F.
SCREENING
EXISTING AMERICAN \ \
TOWER CORPORATION
75'X75' LEASE AREA
ENLARGED SITE PLAN0 NaRTH
SCALE 1-1q--U'
__A
% EXISTING 12' WIDE
DOUBLE SWING
ACCESS GATE
1 �
EXISTING 12' WIDE
GRAVEL ACCESS TO
f EXISTING ACCESS
ROAD
EXISTING 30' WIDE
ACCESS & UTILITY
EASEMENT
\
at &t
1 OB02 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219-"51
= 1—loo im1aI,Networks�
i
11DO N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
OV26/10
REMSED PER ATC COMMENTS
1
05/18/10
FINAL
0
04/27/10
PRELIMINARY RELEASE
v "m
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3DO1 LBJ Freeway, yule 129
Dallas. Texas 75234
PH: (972)w73M761 FAX: 1972)73MM
.wlengineenng wm
um Aegi�treliee Na- F-11754 Exp: 09/30/10
COPrItiDei D IGIO r-T EhCkEERpq INC
A9& 11-7 E&WL 11tArOX XSTN CKLIP. LLC
PTE�
ARI�A�1
REGISTE
PROFESSI
ENGINEER)
_ 10966
�T r R. T
DATE: EXPIRES: 03/31/11
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
SHEET TITLE
ENLARGED SITE PLAN
SHEET NUMBER
C-2
NOTE. NOTE: ALL STEEL SHALL BE 0' NOTE:
LOCAL BUILDING CODES, AND ANSI/EIAJTIA-222-F STRUCTURAL EQUIPMENT PLATFORM AND ANTENNAS ARE DESIGNED MEET THESE DRAWINGS HAVE BEEN PREPARED TO HOT -DIPPED GALVANIZED. SUB -CONTRACTOR TO
STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE DEPICT PROPOSED OVERALL TOWER HEIGHT COMPLY WITH ALL FCC �} �}
DESIGN WIND SPEED IS 70 MPH. DIMENSION AND SHALL NOT BE USED FOR NOTE: ANTENNA ARRAY MOUNTING AND FAA REGULATIONS `
CONSTRUCTION. CONTRACTOR TO VERIFY HARDWARE MAY BE PROVIDED BY N THI PRO T
10602 EXECUTIVE
`
TRUE HEIGHT WITH TAPE DROP TOWER MFR. CONTRACTOR TO BID 270' 90'
SEPARATELY. CENTER DR
NOTF: SUITE 300
NO MODIFICATIONS OR TOWER LITTLE ROCK, AR 72211
ADDITIONS SHALL BE MADE NOTE: PH (501) 219-4451
WITHOUT APPROVED STRUCTURAL NOTE: ANTENNA ARRAY 180' RF DATA SHEET PROVIDED BY
ANALYSIS PREPARED BY OTHER. MOUNTING HARDWARE BY G.C.- INSTALL PER MANUF. GOODMAN NETWORKS REVISED
ON 08/01 J08. 2=
REQUIREMENTS y n
NOTE, PLEASE VERIFY RF �.`."1cF+Networks
TOWER MANUFACTURER'S SPECS, DESIGN, NOTE: INFORMATION BEFORE
FABRICATION, AND CONCRETE FOUNDATION CONTRACTOR TO VERIFY AZIMUTH CONSTRUCTION
DESIGN WILL BE PROVIDED BY TOWER DIRECTIONS WITH RF ENGINEER 1100 N. UNIVERSITY
VENDOR. SUITE 200
TOWER SHOWN ON THESE PLANS IS NEW GSM
TOP OF TOWER REPRESENTATIVE ONLY OF THE TOWER TYPE. PANEL ANTENNA LITTLE ROCK, AR 72207
AND NEW ATT PANEL ANTENNAS _ MODEL: 'KATHREIN'
�— ��: NEW UMTS
ELEV. = 147'-0' I NEW GSM 800-10123
SUB -CONTRACTOR TO COMPLY WITH oenlrl eNTrnlnle
ALL FCC AND FAA REGULATIONS ON
THIS PROJECT
PANEL ANILNNA ALIMUIM: U- MODEL: KATHREIN'
MODEL: 'KATHREIN'
800-10123 800-10123
AZIMUTH: 0'
AZIMUTH: 240'
NOTE
ALPHA SECTOR 2 05/26/1D REVISED PER ATC COMMENTS
NPANELEW SANTENNA
NOTE:
1. THE SIZE, HEIGHT AND DIRECTION OF THE
0 1 05/18/10 FINAL
RF DATA SHEET PROVIDED BY
ANTENNA SHALL BE ADJUSTED TO MEET
MODEL: 'KATHREIN' D 14/27/10 PRELIMINARY RELEASE
GOODMAN NETWORKS REVISED SYSILM HLUUIHLMLN IS. 800-10123
ON 08/0 2. CONTRACTOR SHALL VERIFY HEIGHT OF
PLEASE VERIFY RF AZIMUTH: 120'
INFORMATION BEFORE ANTENNA WITH PROJECT MANAGER.
CONSTRUCTION
3. CONTRACTOR SHALL VERIFY HEIGHT AND
DIRECTION OF MICROWAVE DISHES WITH W-T COMMUNICATION
PROJECT MANAGER. DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
4. ALL ANTENNA AZIMUTH TO BE FROM TRUE GALVANIZED �' 3001 LSJ Freeway. S"I1e 129
Galles. Texas 75239
NORTH. Q PLATFORM DESIGN BY v :Ia7xI 0761 FA><.1927I739 M
PLATFORM SEE ¢ry hp wxanvrb. rw mn
CHART FOR COAX OTHERS. P_ A.01,I,el n Fw7 17,- � ; .1./1e
5. G.C. TO PROVIDE CONDUCTORS FOR THE . �� TP:! lT o 70Io r—T 04W1104 ME
TRANSFORMER TO THE METER BASE. AND SCHEDULE-- ���T" ry yea r r[OrYWCATAe e[S�I W7i, U.0
np7�
THESE DRAWINGS ARE NOT INTENDED TO
TE
REFLECT THE STRUCTURAL INTEGRITY OF NEW GSM
EXISTING 150'-0" HIGH THE TOWER. THE PROPOSED ANTENNAS PANEL ANTENNA NEW UMTS
MONOPOLE TOWER AND TRANSMISSION LINES SHOWN ARE MODEL: 'KATHREIN' PANEL ANTENNA AR AI SAS
REPRESENTATIVE IN NATURE AND DO NOT MODEL: 'KATHREIN'
REFLECT THE ACTUAL CONFIGURATION 800-10123AZIMUTH: 240' 800-10123
REQUIRED. THE CONTRACTOR SHALL REFER AZIMUTH: 120' REGISTERED I
TO THE STRUCTURAL ANALYSIS OF THIS PROFESSIONAL
TOWER SITE FOR THE APPROVED LOCATION
AND CONFIGURATION OF ALL ANTENNAS AND ANTENNAS - REFER TO SITE Cl ENGINEER
TRANSMISSION LINES. ALL ANTENNAS MUST NOTE: CONFIGURATION SHEET FOR ANTENNA ��� 10966 yP�
BE MOUNTED
IN STRICT THE TRANSMISSION LIINHES CONTRACTOR TO VERIFY AZIMUTH MOUNTING HEIGHTS, MODEL NUMBER, �`� T R�QV
AZIMUTH, ETC...
THE STRUCTURAL ANALYSIS. DIRECTIONS WITH RF ENGINEER. ti3
ANTENNA CABLE AND ACCESSORY NOTES AND DATE: EXPIRES
REQUIREMENTS D. THE MINIMUM BENDING RADIUS FOR ALL ANTENNA CABLES
1. GENERAL: SHALL BE AS SHOWN BELOW OR PER THE MANUFACTURER, PROJECT NO: T091632
WHICHEVER IS MORE CONSERVATIVE:
PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS
NECESSARY FOR RECEIVING, INSTALLING, TESTING, AND CABLES IN AIR OR IN CONDUIT DRAWN BY: SEL
ADJUSTING ANTENNA CABLES FROM THE ANTENNA TO THE CABLES TRAY
CONNECTIONS AT THE BASE TRANSMISSION SYSTEM (BTS). 1/2" 5" 10"
PROPOSED 10'X16' AT&T THIS SHALL INCLUDE ALL EQUIPMENT SHOWN OR REQUIRED CHECKED BY: AG
SHELTER RE: SHEETS FOR A COMPLETE OPERATING SYSTEM, ANTENNA, ANTENNA 7/8" 10" 18"
S-1 & S-2 CABLES, CONNECTORS, AND FITTING SHALL BE THIRD PARTY 1-5/8" 20' 28"
FURNISHED COMPONENTS AS SHOWN ON THE BILL OF
EXISTING 8' HIGH MATERIALS, SITE NUMBER: AR1465
WOOD FENCE 2. MATERIALS E. CABLES SHALL BE INSTALLED WITH THE MINIMUM NUMBER OF
WITH BARBER BENDS. CABLES SHALL NOT BE LEFT UNTERMINATED IN THE KOBAN
WIRE FIELD. LAKE
A. ANTENNA CABLES: AS SCHEDULE
EXISTING B. ANTENNA CONNECTORS: AS SCHEDULE F. GROUNDING KITS — AFTER INSTALLATION OF GROUND
LANDSCAPE I C. CABLE HANGERS: INSTALLED AT MAXIMUM 4" SPACING STRAPS, THE CONNECTIONS SHALL BE MADE WEATHER TIGHT 14121 LAWSON RD
TO REMAIN ! D. GROUNDING KITS — AS SPECIFIED USING WEATHERPROOF KITS AS IDENTIFIED ABOVE. GROUND LITTLE ROCK, AR 72210
PIGTAILS SHALL BE BROUGHT OUT IN THE DOWNWARD PULASKI COUNTY
3. INSTALLATION DIRECTION FROM THE CONNECTION TO THE ANTENNA CABLE
p. WITHOUT ANY SHARP BENDS (MINIMUM RADIUS 10") AND
A. ANTENNA CABLE LENGTHS SHALL BE FIELD MEASURED. CONNECTION SHALL BE MADE TO GROUNDING SYSTEM
® INSTALLER SHALL NOTIFY AT&T PRIOR TO PURCHASE OF SHEET TITLE
?yl j
GRADE CABLES OF THE OVERALL LENGTH REQUIRED. ELEVATION
PLAN
B. CABLES SHALL BE LABELED IN ACCORDANCE WITH AT&T
ELECTRICAL MATERIALS AND METHODS SPECIFICATIONS.
ELEVATION VIEW C. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED SHEET NUMBER
SCAL£:T -3 — WITH WEATHERPROOFING TAPE. C-3
16'-0"
CAT 5 CABLE, LEAVE
3' MIN, SLACK
TO TELCO SURGE
ARRESTER BY AT&T
CAT 5 CABLE TO
TELCO BOARD
EQUIPMENT LAYOUT
SCALE N.T.S.
ALARI
22 BI
6 PDU (DC) CABLES TO
BIAS -TEE SUPPLIED WITH
PDU, INSTALLED BY GC
A WIRE TO
.00K
1
2
4
6
9
10
11
12
13
14
19
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
FIF CABINET
SCALE: N.T.S.
COAX TU GPS
ANTENNA SUPPLIED
BY CINGULAR
COAX ENTRY
OC POWER TO POWER PLANT
#12 THHN SUPPLIED WITH PDU
INSTALLED BY GC
10 AMP (POS 2)
MOUNT SURGE
ARRESTOR ON SIDE
OF FIF RACK BY GC
1 1/3 AMP (POS 3)
10 AMP (POS 1)
TERMINATED AT LMU
BY TRUE POSITION
at &t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 2194451
IE :zoodnna;:Networks
1100 N.UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
DS/26/10
REVISED PER ATC COMMENTS
1
05/18/10
RNAL
0
04/27/10
PRELIMINARY RELEASE
%i ffm
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3001 UJ Freeway, Style 129
Dallas, Te 75234
PH: (972}73" 6: FAX. g(972)7390762
1rlvgleeerin...
1- Re9,,Valiw N6: F-11754 Em: 09/30/10
C01WANI O 2010 ■-T ENGINEERING, INC.
9RA M-1 0OWLIaCJIR0.1 DESIGN GROUP, LLC
LRS
S �
�
DATE: EXPIRES: OJ/]1/I1
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
SHEET TITLE
EQUIPMENT DETAILS
SHEET NUMBER
C -4
CELLULAR CABLE
HATCHPLATE— - , \
TOP TWO PORTS FOR
ALPHA GSM r—
SECOND ROW TWO
PORTS FOR BETA
GSM -
THIRD ROW TWO PORTS
FOR GAMMA GSM
BOTTOM ROW TO BE
LEFT EMPTY —
DENOTES COLOR CODING
MARKINGS
RESERVE FOR FUTURE
(UMTS) USE
REO RED RED
ORANGE BLUE BLUE
WHITE WHITE
@@%V
BLUE
GREE GREE GREEN
ORANGE BLUE BLUE
WHITE 1V}11TE
v v v
HATCH PLATE COAX ,I
SCALE: N.T.S.
CUT POST LENGTH TO
SUIT BY REMOVING
UNCAPPED ENDS
24" WIDE ICE BRIDGE
CUT ICE BRIDGE
CHANNEL TO SUIT —
TRAPEZE KIT (TYP )—
COAX (TYP )---�
3 1/2" O.D.x 15"
DIRECT BURIAL POSTS
FINISH SLOPE TO DRAIN
CONCRETE
12" MIN,
NOT USED 2
SCALE: N.T.S.
NOT USED
SCAM: N.T.S.
at &t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219-4451
Goo, dn-tanNetworks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/25/10
REVISED PER ATC COMMENTS
1
05/18J10
FINAL
0
04J27J10
PRELIMINARY RELEASE
m ffm
W-T COMMUNICATION
DESIGN GROUP. LLC.
WIRELESS INFRASTRUCTURE
3001 LEJ Freeway, Style 129
Dallas, Terms 75236
PH:(9wwwpnhll iFAeX:(972)739-0762
nn1nn,.
I'm Repi}I,pIk. Na: F-75A Ew 09/WI[
cWyAICII O Z" K-T E4wm2NG W.
08w 7 T C0 mWGM1 0ESZW IMLIP. LLC
GPS ANTENNA MOUNTED
TO 1 1/4" CRS (SEE GPS ANT.
2•-4 1/2"
GPS ANTENNA MOUNTED TO 1 1/4" CRS
(SEE GPS ANT MOUNTING DETAIL 3
THIS SHEET)
GPS ANTENNA (PROVIDED BY
TE
�� P �;(�
MOUNTING DETAIL 3 THIS SHEET)
VALMONT PN# B509 PIPE HEAD
AT&T INSTALLED BY G.C.)
y
AR� Ir1�7/`1S -
�- I
I_
4 REGISTERED
1 1/4 " O.D. X 3'-0" MAX.
PROFESSIONAL
COAX (TYP.)
GPS MOUNTING PIPE
G ENGINEER
nd�
i
_
VALMONT PN: 81890
(SUPPLIED BY G.C.)
10966
TRAPEZE SUPPORT
�
7°�
1
PROVIDE
� 1e
R. TR
KIT 2'-5" O.C-
a4
>-
o
o
APPLICABLE
PIPE
�i
F- L)
Z W
Z I
3
-TO -PIPE
CLAMP
DATE: EXPIRES: OJ/31 /11
0
a
FINISH SLOPE TO DRAIN
a
a
>
0
N
GROUND WIRE FROM LMu
TO MGB - SECURE TO PIPE
PROJECT NO: T091632
a I
r m
r\\\
JICE
DRAWN BY: SEL
3
0
\
12" CONCRETE PIER _ \ \
.
\
♦ \\l
//ti;
BRIDGE p0
\\r\ \ \F
4 `•
yam'\
\�\;
COAX CABLE (AS REQUIRED BY
ANTENNA MANUFACTURER)
CHECKED BY: AG
.•� ��
�„\
SITE NUMBER: AR1465
,;\ `r \�\,
-
KOBAN
p
\ `
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
ICE BRIDGE SUPPORT POST FOUNDATION
SCALL- N.T.S.
ICE BRIDGE SUPPORT POST FOUNDATION
SCALE H.T.S.
GPS ANTENNA
SCALE N.T.S.
SHEET TITLE
ICE BRIDGE
DETAILS
SHEET NUMBER
C-5
EXISTING 1
MONOPOLE
EXISTING METER CENTER
NEW 200 AMP BREAKER
AND METER TO BE
INSTALLED.
EXISTING AMERICAN
TOWER CORPORATION
UTILITY RACK TO
BE UTILIZED
EXISTING HOFFMAN BOX
MOUNTED ON NEW
H—FRAMES
POWER AND TELCO SITE PLAN
SCALE- 1 /4'-1'-O'
1' A_
X \
x
X
POSED AT&T
IPMENT SHELTER
x
at &t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219-4451
Is ?, C oo0irT anNetworks I
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
7
05/26/10
REVISED PER ATC COMMENTS
1
05/10/10
FlNAL
D
04/27/10
PREUMINARY RELEASE
%i ffm
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3001 LE Fr —my, Suw M
at.- Tm— iSi3.
PH: (9>i1179-01E1 FA%: (912173"TU
CEpMGHI 0 7010 T T TAKKERAC, EEC
09A •-T CD. CAT04 0E,04 CROIA. uC
r5� p,TE O�
AR"SAS'
REGISTERED
PROFESSIONAL
ENGINEER .r
C�D�T 10966 ,e�Q
R TR
OATS: EXPIRES: 03/31/11
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
SHEET TITLE
POWER AND TELCO
SITE PLAN
SHEET NUMBER
E-1
METER SOCKET FOR
ELECT. CO. METER INSTALLA
#4GRD. SERVICE BOND
PER NEC 250
PROVIDE (1) #4 COPPER GROUND ROD
AND GROUND RING PER NEC 250-
200A/3 POLE AUTOMATIC
TRANSFER SWITCH
PROVIDE (2) #12 IN 1/ 2"0
FOR AC FAIL ALARM
TRANSIENT VOLTAGE
SURGE SUPPRESSOR
(TVSS)
(2) #6 & (1) #6G IN 1"0
6OA/2P FOR TVSS
ELECTRICAL UTILITY TRANSFORMER
SERVICE REQUIRED IS 120/ 240V. OR
120/208, 3W. 200 AMPS.
(1) 3" CONDUIT TO
TRANSFORMER FOR SECONDARY
SERVICE WIRE INSTALLATION BY
ELECT. CO, -PROVIDE FULL SIZE WIRE -
CONFORM TO ELECT. CO. REQUIREMENTS
PROVIDE (3) #3/0 THWN COPPER & #413RD.
IN 2"0 FROM UTILITY METER TO MAIN
DISCONNECT
20OA/3P MAIN DISCONNECT WITH (2)
200 FRN-R FUSES
PROVIDE (3) #3/0 THWN COPPER &
#4GRD. IN 2"0
APPLETON 200A EXTERIOR
RECEPTACLE P/N AR 20034RS
PROVIDE (3) #3/0 THWN COPPER &
#4GRD. IN 2"0
PANEL "N"-200 AMP MAIN
BREAKER LOAD CENTER
VMRE SIZE
CABLE LENGTH
VOLTAGE DROP %
3 #3/0
30'
0.43%
ONE -LINE DIAGRAM ,I
SCALE: N.T.S.
ELECTRIC SERVICE METER
SOCKET 200 AMP 120/ 240V 1
PHASE 3 WIRE (SUPPLY AND
INSTALL BY SUBCONTRACTOR)
NEW 10'-0" WIDE
H-FRAME WITH METER
BOX AND HOFFMAN BOX
IS
•1
1�
ill
SCH 40 (USE SCH BO UNDER
ROAD BED) MIN 30" BELOW
GRADE
POWER RISER DIAGRAM
SCALE N.T.S.
NEW
HOFFMAN
BOX
INSTALL GROUND ROD
PER LOCAL UTILITY CO
REQUIREMENTS
FINISHED GRADE, OR
GROUND COVER MATCH
SLOPE AND THICKNESS TRENCH
OF EXISTING
CONDUITS FOR
TELEPHONE, ELECTRICAL,
WHERE APPLICABLE --
NOTES:
LEAN CONCRETE, RED -COLORED TOP, MAY
BE USED IN PLACE OF COMPACTED SAND.
.k CONDUIT SIZE, TYPE, QUANTITY AND
SEPARATION DIMENSION TO BE VERIFIED
WITH LOCAL UTILITY COMPANY
REQUIREMENTS
BY SUB -CONTRACTOR
NEW UNDERGROUND TELEPHONE SERVICES IN
4" DIA. PVC CONDUIT SCH 40-30" MIN.
BELOW GRADE. PROVIDE FULL LENGTH PULL
ROPE IN CONDUIT. VERIFY W/ LOCAL
TELEPHONE CO.
CAUTIONARY TAPE
COMPACTED BACKFILL
W/ SATISFACTORY NATIVE
OR IMPORTED SOIL
COMPACTED SAND
(SEE NOTE 1)
COMPACTED SAND BED
(SEE NOTE 1)
DIRECT BURY CONDUIT DETAIL Z
SCALE' N.T.S.
BY SHELTER MFR AS NOTED
OUTLINE OF EQUIPMENT
SHELTER
MANUAL TRANSFER SWITCH (BY
SHELTER MANUFACTURER)
ELECTRICAL PANEL (BY
SHELTER MANUFACTURER)
SURGE ARRESTOR
(BY SHELTER
MANUFACTURER)
i I
L_-1
200 AMP EMERGENCY
GENERATOR RECEPTACLE
2" DIA CONDUIT
(HEAVYWALL) 90'
BEND.
4" DIA. PVC CONDUIT
SCHEDULE 40
4- DIA. PVC CONDUIT
(HEAVYWALL) 90'
SWEEPING BEND
at &t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219-4451
TT1� Networks
1100 N. UNIVERSITY
SUITE 200
LITFLE ROCK, AR 72207
2
05/26/10
REVISED PER ATC COMMENTS
1
05/18/10
FINAL
Q
04/27/10
PRELIMINARY RELEASE
m ffm
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3001 UlJ Freeway, Suite 129
Dallas, Texas 752M
PH: (972)w773M761 FAX (972)739-0762
.wle: F-l1754 E
F.- Re9islr9lun Nn: E-11754 Em: D9/30/10
COPYRIGHT 0 2010 W-1 DICNEERING, INC
09A ■-T C0"uI@C+t04 DESIGN GROUP, LLC
ZI�Ak,
0<,AR
SAS
F REGISTERED
PROFESSIONAL
ENGINEER
pr 10966
DATE: EXPIRES: OJ/31 /11
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKICOUNTY
SHEET TITLE
ELECTRICAL
DETAILS
SHEET NUMBER
E-2
PROJECT NOTES
\ X
X
0
yy % Y X
-xx Y..1�" •xx % Y " XY✓. r- J r Yr y ✓ -
' ,X '% Y .( X
X
X �xx v x
.r+' 'xl x Y r'
X \ x
rY"ry' iA
q
x \
c
k
c � GROUND
RING X
c TO FENCE
\ CORNERS
c
n c \
4
c
c
3
����
ICJ
EQUIPMENT SHELTER
PLACE UNDER CABLE
ENTRY PORT BEING
USED AND PROVIDE (2)
#2 TINNED COPPER LEADS
FROM INTERIOR GROUND
BAR TO EXTERIOR GROUND
BAR
D
DOOR FRAME
GROUNDING
0
DISC
a
SWITCH
5
x
5 1
n
GENERATOR
SOCKET
4
GROUNDING
TO FENCE
SITE GROUNDING PLAN —0(NORTH
SCALE: N.T.S.
iO TOWER GROUNDING: EXTEND #2 TINNED CU WIRE FROM BURIED GROUND RING TO NEW TOWER AND
MAKE EXOTHERMIC CONNECTION,
20 HATCH PLATE GROUND BAR: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND R3NG UP
THROUGH 1/2" O.D. PVC SLEEVE INTO EQUIPMENT SHELTER FOR CONNECTION TO INTERIOR HALO
GROUND RING TYPICAL AT (4) BUILDING CORNERS.
3O GROUNDING OF INTERNAL GROUND RING: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND
RING THROUGH 1/2" O.D. PVC SLEEVE INTO EQUIPMENT SHELTER FOR CONNECTION TO INTERIOR
HALO GROUND RINGS TYPICAL AT (4) BUILDING CORNERS.
4O GROUND ROD: COPPER CLAD STEEL, 5/8" O.D. TEN (10) FEET LONG.
O5 ICE BRIDGE SUPPORT POST GROUNDING: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND
RING TO ALL ICE BRIDGE SUPPOST POSTS AND EXOTHERMICALL Y WELD.
L�l FENCE GROUNDING: IF FENCE IS WITHIN 6' OF GROUNDING RING, EXTEND #2 TINNED COPPER WIRE
FROM BURIED GROUND RING TO FENCE CORNERS AND EXOTHERMICALLY WELD. BOND
INTERMEDIATE POST IF REQUIRED TO MAINTAIN 25' SPACING.
O7 HVAC GROUNDING: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND RING TO THE HVAC UNIT
AND MAKE A MECANICAL CONNECTION.
OB TOWER GROUNDING BAR: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND RING UP TO THE
TOWER GROUND BAR AND MAKE A MECHANICAL CONNECTION. SECURE GROUND BAR DIRECTLY TO
THE TOWER WITH STAINLESS STEEL MOUNTING MATERIAL.
O9 CELL REFERENCE GROUND BAR: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND RING UP
TO THE CELL REFERENCE GROUND BAR (INSIDE SHELTER) AND MAKE A MECHANICAL CONNECTION.
10 TELCO GROUNDING BAR: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND RING UP TO
TELCO GROUND BAR (INSIDE SHELTER) AND MAKE A MECHANICAL CONNECTION.
11 ANTENNA GROUND BAR: MOUNT GROUND BAR DIRECTLY TO TOWER AT TOP OF COAX RUNS. SECURE
TO TOWER WITH STAINLESS STEEL MOUNTING MATERIAL.
12 GATE GROUNDING: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND RING TO GATE POSTS
AND EXOTHERMICALLY WELD.
13 EXTERIOR GFCI RECEPTACLE GROUNDING: EXTEND #2 TINNED COPPER WIRE FROM BURIED GROUND
RING TO THE EXTERIOR GFCI RECEPTACLE AND MAKE A MECHANICAL CONNECTION.
GROUNDING NOTES:
1. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC TYPE
("CADWELD") TO ANTENNA MASTS, FENCE POSTS, MONOPOLE, AND THE GROUND
RODS. REMAINING GROUNDING CONNECTIONS SHALL BE COMPRESSION FITTINGS.
2. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH ANDREWS
COAX CABLE GROUNDING KITS
3. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH
POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER
BE BENT AT RIGHT ANGLE, ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6
WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY.
4. CONTRACTOR TO PROVIDE GROUND RODS AND GROUND RING AS SHOWN ON
ELECTRICAL SITE PLAN AND GROUNDING RISER DIAGRAM. CONTRACTOR SHALL
TEST AND VERIFY THAT THE IMPEDANCE DOES NOT EXCEED 5 OHMS TO
GROUND BY MEANS OF A RIDDLE-MEGGER TESTER. GROUNDING AND OTHER
OPERATIONAL TESTING SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE.
5, CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT WITH PULL WIRE
BETWEEN TELEPHONE COMPANY DEMARCATION POINT AND TELEPHONE
LINE BOX ON POWER PEDESTAL. CONTRACTOR SHALL PROVIDE HWGC
FROM POWER PEDESTAL TO SHELTER WITH PENETRATION FITTING.
6. CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT WITH PULL
WIRE BETWEEN ELECTRICAL UTILITY COMPANY DEMARCATION POINT AND KWH
METER BASE ON POWER CENTER_ CONTRACTOR SHALL PROVIDE HWGC
FROM POWER CENTER TO EQUIPMENT SHELTER.
7. GROUNDING CONDUCTORS SHALL BE COPPER ONLY. ABOVE GROUND EITHER SOLID OR
STRANDED CONDUCTORS ARE PERMITTED. IGR AND ALL EXTERNAL CONDUCTORS (WITH THE
EXCEPTION FOR GROUND WIRE BETWEEN THE TOP AND THE BOTTOM OF THE ANTENNA
TOWER) MUST BE BARE, EQUIPMENT GROUND LEADS IN CABLE TRAYS MUST BE GREEN
INSULATED BELOW GROUND BARE SOLID TINNED WIRE SHALL BE USED ALL WIRES MUST
BE 2AWG MIN. WITH THE EXCEPTION OF GROUND WIRES FOR MISCELLANEOUS METALLIC
OBJECTS IN THE EQUIPMENT SHELTER, WHERE 6AWG WIRES CAN BE USED.
8, THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY
SPACED AROUND CELL SITE, THE GROUND RODS SHALL BE 5/8"x10'-O" COPPER CLAD
STEEL. THE RODS SHALL BE INTERCONNECTED WITH 2AWG BARE SOLID TINNED COPPER
GROUND WARE BURIED 42" BELOW THE SURFACE OF THE SOIL MINIMUM DISTANCE
BETWEEN GROUND RODS - 8'. MAXIMUM - 16'
9. ALL CADWELDS ABOVE FINISHED GRADE SHALL BE PAINTED WITH CO -GALVANIZED
ZINC ENRICHED PAINT TO MATCH COLOR OBJECT BONDED TO.
10. ONLY (1) ONE TEST WELL IS REQUIRED FOR THE HALO GROUND RING_
at &t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219- 451
�o�s z',m--rNetworks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/26/10
REVISED PER ATC COMMENTS
1
05/10/10
FINAL
0
04/27f10
PRELIMINARY RELEASE
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
30D1 LBJ Freswsy,
Dn4k T=15Zia�Ee 129
PH: ton) Maysl FAx yBT+}73PD742
rm 4rgkWw. he' F-%1TS1 Ems: 09/]0/10
C1y1TMCMI 0 PDID r_i DV}KE1eMC, aC
19A !-7 C0i"LIN PON )L$10f 4*"q LLC.
5� PT E 0"
ARMAI SAS
REGISTERED
PROFESSIONAL
cS'� ENGINEER
10966 Q`
` Qj.T R, R, .�+
DATE: EXPIRES: 03/31/Ii
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKICOUNTY
SHEET TITLE
GROUNDING PLAN
SHEET NUMBER
G R-1
STANDARD ANDREW
GROUND KIT -7
FROM ANTENNA tRXGROUNDING KIT,
ANDREW #241088-4
CrX ( TYP. )
JUMPER
(TYP.) /
-ANTENNA CABLE
TO CABLE TRAY
ANDREW / (TYP.)
CONNECTOR r TO THE NEXT AGB
GROUNDING j #6 AWG
KIT t#2
TP
ENNA
PPORT
#2 AWG BOW BONDED
TO MIGB
WG BCW ANTENNA GROUND BAR,NEWTON OR APPROVED
SIMILAR WITHOUT INSULATORS, MOUNTED NEAR
ANTENNA
ANTENNA CABLE GROUNDING
TO GROUND BAR AND CABLE ,I
SCALE: N.T.&
SERVICE ENTRANCE
RACEWAY (TOP OR
BOTTOM FEED)-
-= GROUNDED (NEUTRAL)
I ENTRANCE CONDUCTOR
I
I
I
I
IF BOLTED HUB OR
SELF BONDING HUB IS
USED BOND JUMPER F
IS NOT REQUIRED
(TYPICAL) METER
I
I
I
I
I
I
I
NEUTRAL BUS I
I
NOTE: BOND NEUTRAL
AND GROUND BUS AT
SERVICE DISCONNECT /
LABEL METER
(AT&T)
METER SOCKET AND
MAIN DISCONNECT
ENCLOSURE SHALL
BE NEMA 3R
APPLY "KOPR-SHIELD" ON BOTH SURFACES
SS NUT 1"MIN. 1/8-MIN 1/4"MIN.
SS BELLEVILLE
WASHER'
SS FLAT
WASHER
DO NOT WEATHERPROOF LABEL
TINNED DISCON- ON COAX OR
COPPER BUSS NECT
55 FLAT "DO NOT DISCONNECT"
WASHER TAG ON ALL GROUND BAR
SS BOLT (10F 2) INTERCONNECTS AND
EQUALIZERS
- 200A MAIN BREAKER
NOTES.
SERVICE DISCONNECT
1 PROVIDE 2-HOLE, LONG BARREL, TINNED SOLID COPPER LUGS WHEREVER LUGS ARE SHOWN
ERICO B-122-CE PREFERRED WITH CADWELD TYPE GL CONNECTION. THOMAS AND BETTS
54800BE SERIES WHERE CRIMP CONNECTOR IS REQUIRED.
GROUND BUS
2. ALL CRIMP CONNECTIONS MUST BE MADE USING HYDRAULIC TOOLS AND THREE POINT
BARREL
HEXAGONAL COMPRESSION MOLDS ON LONG LUGS
TO ELECTRICAL SERVICE
3. ALL MECHANICAL CONNECTIONS MUST BE MADE USING THOMAS AND BETTS "KOPR-SHIELD".
GROUND ROD
COAT ALL WIRES BEFORE LUGGING. COAT ALL SURFACES BEFORE CONNECTING.
SERVICE ENTRANCE GROUNDING 2
SCALE: N.T.S.
4. ALL HARDWARE 18=8 STAINLESS STEEL INCLUDING BELLEVILLE, COAT ALL SURFACES WITH
"KOPR-SHIELD" BEFORE MATING
5. FOR GROUNDING BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG
AND STEEL, COAT ALL SURFACES WITH "KOPR-SHIELD".
6. NO SLOTTED HOLES ON BUS BAR OR LUGS ARE PERMITTED.
7. ALL LUG SHANKS AND LEAD JOINTS SHALL HAVE HEAT SHRINK MATERIAL 8. DOUBLE CRIMP
ALL LONG BARREL LUGS
LUG DETAIL
MCA! _ N.T.S.
HARGER 18" DIA. GROUND
INSPECTION WELL OR EQUAL
FINISHED
REMOVABLE COVER
12" APPRQxW311-,
GRADE
BTS CABINET
BTS CABINET 12" APPROX.1
1/4" DIA. MAX,
2 1/2" DIA. MAX. 2" g"
USE KOPR SHIELD ON BARE COPPER
OUTER CONDUCTOR PRIOR TO�ANTENNA
IEI - - I -
=11
= I 1=11-�11COAX
CABLE
ANTENNA CABLE
INSTALLATION OF GROUND KIT
vjjjll! I -111 �]
!�
TLj Iff-1�1!IWEATHERPROOFING
KIT
KIT
TO ANTENNA
111�1FI1
1IF1IIWEATHERPROOFING
MTS OR EQUAL
ROUND KIT
ANDREW #221213 (OR
CABLE GROUND KIT
3" CLEARANCE.
EQUAL)
#6 AWG STRANDED COPPER GROUND WIRE
WITH GREEN, 600V. THWN INSULATION
#6 AWG STRANDED COPPER GROUND WIRE
3M SCOTCH COTE SPRAY
#2 PIG TAIL TEST
(GROUNDED TO GROUND BAR) (SEE NOTE 1
WITH GREEN, 600V. THWN INSULATION
SEALER FOLLOWING WEATHER
PROOFING KIT INSULATION
LEAD 27'-0"
AND 2}
(GROUNDED TO GROUND BAR) (SEE NOTE 1
10
AND 2)
NEW HARGER TEST
CONNECTION OF CABLE OQUtID KIT
WELL SHALL BE INSTALLED �
WELL AND LID
AT FULL DEPTH
TO GES ANTENNA CABLE
GROUND WIRE TRENCH--,-
NOTES:
1, DO NOT INSTALL CABLE GROUND KIT AT A BEND
AND ALWAYS DIRECT GROUND WIRE DOWN TO
GROUND BAR
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER
AS SUPPLIED OR RECOMMENDED BY CABLE
MANUFACTURER,
3. WEATHER PRROFING SHALL BE TYPE AND PART
NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE
MANUFACTURER
GROUND KIT
TO ANTENNA CABLE
SCALE: N.T.S.
1" WIDE SLOT CUT SMOOTH "TEE" TYPE EXOTHERMIC
FOR GROUND RING. EXTEND WELD TO GROUND ROD
NOTCH 2" ABOVE CONDUCTOR 30" BELOW GRADE.
r-EXTERIOR GROUND RING
LOOSE GRAVELS Li AGROUND ROD 3/4" X 10'-0"
GROUNDING ROD MACCESS
SCALE N.T.S.
lieat &t
10802 EXECUTIVE
CENTER DR
SUITE 30D
LITTLE ROCK, AR 72211
PH (501) 219-4451
Grj—d; nanNetworks �
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
Ip 2
OV26/10
REMSED PER ATC COMMENTS
1
05/18L
FINAL
04/27/10
1 PRELIMINARY RELEASE
m ffm
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
20DI U6J Pe"say, S.i. 119
PH [9721 M W&l FAX-072) 739-0762
..F-1 lrg cam
Firm Ae*fY¢Lkkl Nn! Ien E-f1Y9 [b. 09l3D/10
00Vtteplt O 2010 • T iNDNEIRM4 wt
DB&. ■-T COMMUNICATIDN DESOI OklkV, LLC
cS� p.TE
ARSAS
REGISTERED
PROFESSIONAL
ENGINEER
�n. 10966 .kQ:
DATE:_ EXPIRES: W/31/11 I
PROJECT NO:
T091632
DRAWN BY:
SEL
CHECKED BY:
AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKICOUNTY
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
G R-2
INDOOR OUTDOOR
NOTES:
WALL OR ROOF ANTENNA CABLES (TYP.)
GROUND ROD; HARGER 5810 OR EQUAL 5/8"
dio X 10'-0" LONG, MIN. CONTRACTOR SHALL
VERIFY WITH OWNER SPECIFICATION FOR
— MINIMUM SIZE OF GROUND ROD TO BE INSTALLED
CABLE GROUNDING KIT
I• (TYP.) SEE SIMILAR GROUND RODS SHALL HAVE A MAXIMUM
DETAIL 1 SEE SHT GR-2 SPACING TWICE THE LENGTH OF ROD
GROUND RODS MAY BE:
—COPPER CLAD STEEL
—SOLID COPPER
CONNECTED SEE RESISTIVITY REPORT FOR VERIFICATION AS
TO SURGE #6 AWG (TYP.) AVAILABLE
ARRESTOR
GRADE � GROUND RODS INSTALLED WITHIN CLOSE
PROXIMITY TO TOWER OR WHEN SOIL IS AT OR
�— —� — �%i % BELOW 2.000 OHM —CM, SHALL BE GALVANIZED
TO PREVENT GALVANIC CORROSION OF TOWER,
Z (SEE ANSI/TIA—EIA-222—F)
EXOTHERMIC WELD 2
ANDREW (OR SIMILAR)
MULTIPLE ENTRANCE
WALL/ROOF FEED
THRU ASSEMBLY
\ #2 BARE TINNED SOLID OR LARGER GROUND RING PER NFPA
70, ARTICLE 250-66
LUG CLOSURE PLATE , TO GROUND BAR NOTE: A LARGER CONDUCTOR SHALL BE REQUIRED
IN AREAS HIGHLY PRONE TO LIGHTNING AND/OR
AREAS WITH HIGHLY ACIDIC SOIL
1
I
GROUND BAR ANGLE OF GROUND ROD
SHALL NOT EXCEED 45'
#2 AWG SOLID TINNED
BCW TO GROUND RING
INSTALLATION OF CABLE GROUNDING KIT 1
SCALE: N.T.S.
TO ANTENNA
OUTLINE OF SHELTER
HVAC UNIT
COAX CABLE
#2 AWG SOLID TINNED COPPER
CONDUCTOR (2) 5/ 16" BOLTS
AND STAR WASHER, SECURE
TO HVAC ENCLOSURE
WEATHER
PROOF KIT
n z
I
COAX CABLE
GROUNDING CLAMP KIT
1n
1
0
af
OUTLINE OF
CADWELD CONNECTION
I�
FOUNDATION
3
in p (TYPE—TA)�
I
#6 AWG, STRANDED
, I
COPPER GROUNDING
"1 m
J
CONDUCTOR
EXTERIOR GROUND
RING
TO GROUND
TO PRIMARY
CABINET
HVAC GROUNDING
COAX CABLE
GROUNDING
4
SCALE N.T.S.
SCALE: N.T.S.
GROUND ROD 2
SCALE: N.T.S.
GROUND BAR ON WALL, FLOOR
OR ON ANTENNA TOWER.
SIZE: 1/4"x4%20" U.N.O"—,,
m
#4 OR 6 AWG STRANDED COPPER
WIRE WITH GREEN, 60OV,
THWN INSULATION
TWO HOLE LUG, TO BE USED WITH #2 AWG
BARE TINNED COPPER GROUND CONNECTOR,
EXOTHERMIC WELD TO BURIED GROUND RING
AND GROUND BAR.
GROUND BAR DETAIL
SCALE: H.T.S. 0
[47
at&t
108D2 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH 1591) 219-4451
Goochm--Networks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/26/10
REVISED PER ATC COMMENTS
1
05J18/10
FINAL
0
04J27JI0
PREUMINARY RELEASE
m ffm
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3001 LIU F, r. �. Sure in
Days, TSTae
PH Ig72�734L701 FAIL Id1717]P*m
.rbnp.unnnq edn
Fi,n " LOIw Mf.: C—IT}j. [l0" P9/p/10
D9 iml o m10 r-T ENGRZER++, W:
084 ■-T Mld"ACAT04 OMCN OtDP. LLG
S NTE D.c\
BAR SAS
REGISTERED a
II-
PROFESSIONAL
ENGINEER
10966Q"
�_R��
TRAP
DATE; EXPIRES: 03/31/11
PROJECT NO:
T091632
DRAWN BY:
SEL
CHECKED BY:
AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
_]
G R-3
;!
TYPE PT TYPE GR TYPE VS TYPE HS TYPE SS
'�^•, -a� lfl�4
TYPE HA TYPE XA TYPE TA TYPE GT TYPE GL LUC
NOTE:
EXOTHERMIC WELD "TYPES" SHOWN ABOVE ARE EXAMPLES
CONSULT WITH PROJECT MANAGER FOR SPECIFIC
TYPES OF EXOTHERMIC WELDS TO BE USED
FOR THIS PROJECT.
EXHOTHERMIC WELDS
SCALE N.T.S.
MONOPOLE
TOWER
NOTE: PROVIDE
GROUND KIT
6" BEFORE TURN
TOWER GROUND I
BAR
#2 COPPER TINNED
GROUND WIRE
GROUND
CONDUCTOR
TOWER GROUND '
RING '
GROUND ROD
ICE BRIDGE AND
GROUNDING DETAIL 3
SCALE: N.T.S.
CELLULAR CABLE
HATCHPLATE—
"MECHANICAL CONNECTION
2 HOLES LUG"
1 / 4" X 4" X 20"
COPPER GROUND I
ICE BRIDGE: USE SAFETY GRATED WAVEGUIDE
BRIDGE
I
SLOPE1"Z10'-0"_
1— ANTENNA
ICE BRIDGE CABLES
SUPPORT
BOND TO ICE
BRIDGE SUPPORT
r--- GROUND ROD
�I --- GROUND TO--'lll�
GROUND RING J
GROUND RING
(TIE INTO TOWER GROUND RING)
(#2 AWG SOLID TINNED
COPPER WIRE)
TWO HOLE CONNECTION WITH
#2 AWG SOLID BARE TINNED
COPPER (TYP)
I� o 0 0 0 0 0 a 0
EXTERIOR HATCH PLATE
GROUNDING AT BUILDING �1
SCALE: N.T.S.
ROOF
ENTRY PANEL
GROUND BAR
SHELTER
t
I
S FOOTING
EXOTHERMIC WELD
CONNECTION (TYP)
GROUND ROD
at &t
�`--�
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219-4451
rr � Good rrnar,Networks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
1i
2
05/26/10
REVISED PER ATC COMMENTS
05/18/10
FINAL
0
04/27/10
1 PREUMINARY RELEA5F
v "m
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3001 LBJ F a ,y. Suils 129
Dallas, Teams 752M
PH: {417I MOM FAX_ (972) 7 M762
_..V
FM ' Mw Ma: F-117y1 Em: 09/30/10
COPYRIGHT O 2410 .-T E-0.9WN OIC.
OBI- .-T C0Y111N CA%k 0-VN ORGIP, TLC
S� p-T E O
.C�
ARKANSAS
�- REGISTERED
T PROFESSIONAL
ENGINEER z-
10966 Q
��T�r R. T-RR'}eY�
"-C-R_+_F�+"
DATE: EXPIRES: 03/31/11
PROJECT NO:
T091632
DRAWN BY:
SEL
CHECKED BY:
AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
G R-4
GENERAL NOTES:
6 MIL VAPOR BARRIER
OVER 8" COMPACTED
GRAVEL FILL
Fnl ►NnATmi
NOTE:
ALL EDGES TO BE 3/4"
CHAMFERED
SHELTER FOUNDATION PLAN
SCALE: N,T.&
6" THICK COMPATED
AGGREGATE BASE
COARSE
#4 @10 MAX
EA WAY —
BUILDING FOUNDATION
& STOOP DETAIL
SCALE: N.T.S.
TIE DOWN PLATE
(4 TYP.)
STOOP DETAIL
DOOR
1. THE SUBCONTRACTOR SHALL VERIFY ALL EXISTING TOPOGRAPHY
AND HORIZONTAL GEOMETRY AS INDICATED ON THESE DRAWINGS.
THE CONTRACTOR IS TO ESTABLISH THE EXISTING LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES AND SERVICES
IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES
OR INTERFERENCE WHICH AFFECT THE WORK UNDER THIS CONTRACT
2. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES
CODES, AND REGULATIONS, INCLUDING OSHA, NEC.AND ANSI /TIA/EIA-222
3. FLAGGERS SHALL BE REQUIRED AS NEEDED IN RIGHT OF WAYS.
4. THE SUBCONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF
SEDIMENT AND CONTROL OF EROSION ON SITE ANY DAMAGE TO ADJACENT
OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT
NO ADDITONAL COST TO THE OWNER.
5. THE SUBCONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL
TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO
STRUCTURES OR WORK ON THE SITE CAUSED BY INADECUATE MAINTENANCE
OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
AND ANY COST ASSOCIATED WITH THE REPAIRS FOR SUCH DAMAGE WILL BE
AT THE CONTRACTOR'S EXPENSE.
6. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF —SITE OR
AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH
JURISDICTIONAL AUTHORITIES.
7. SUBCONTRACTOR IS TO MAINTAIN 20 FL HORIZONTAL CLEARANCE
FROM THE CENTERLINE OF EXISTING POWER LINES OR AS REQUESTED BY
THE POWER COMPANY.
8 SEED AND MULCH ALL DISTURBED AREAS NOT COVERED BY
OTHER MATERIALS IN ACCORDANCE WITH LOCAL SPECIFICATIONS
9. ANY PROPERTY DAMAGE CAUSED BY THE SUBCONTRACTOR OR
HIS OPERATIONS SHALL BE REPAIRED AND/OR RESTORED TO THE
SATISFACTION OF THE PROPERTY OWNER(S) AND THE CONSTRUCTION
MANAGER AT NO ADDITIONAL COST TO THE OWNER.
10. THE SUBCONTRACTOR IS CAUTIONED THAT MINOR OMISSIONS OR ERRORS
IN THE DRAWINGS SHALL NOT EXCUSE THE SUBCONTRACTOR
FROM COMPLETING THE WORK IN ACCORDANCE WITH THE INTENT
OF THE DRAWINGS, SO AS TO RESULT IN A SYSTEM THAT FUNCTIONS FULLY
AS INTENDED BY THE DRAWINGS.
11. ALL CONCRETE MUST BE 5000 PSI RATED. A BREAK TEST MUST BE
PERFORMED AT 7 DAYS, 14 DAYS AND 21 DAYS, AND PAPERWORK
SUMITTED TO GOODMAN NETWORK ON ALL POURS.
BLDG WALL
2" FLAT WASHER
1 "x2" UNC BOLT
(1 PER/PLATE)
TIE DOWN BRACKET
SUPPLIED BY SHELTER
MANUFACTURER
3/4"x7" CONCRETE
ANCHOR (2
PER/PLATE)
2" FLAT WASHER
FOUNDATION GENERAL NOTES:
1 THE SITE SHALL BE STRIPPED OF ALL VEGETATION PRIOR TO
FILL OR CONSTRUCTION OF THE FOUNDATION PAD.
2. ALL FILL SAND SHALL BE 0-15 P.I. WITH A COMPACTION TEST
RUN ON EACH 6" LIFT COMPACTED TO 90% MODIFIED PROCTOR.
3. ANY SOFT AREAS (TREE STUMP HOLES, ETC_) SHALL BE CUT
OUT AND RECOMPACTED TO SAID PROCTOR.
at&]72211
10802 EXECU
CENTER DR
SUITE 300
LITTLE ROCKPH (501) 2194
nNetworksl
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/26/10
REVISED PER A1C COMMENTS
l
05/1B/10
FINAL
0
04/27/10
PRELIMINARY RELEASE
v "m
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3001 LSJ Freeway, Seale 129
Dallas, Tess 75234
PH: 19721TMTV FAX, (972)73M762
w�.WMWre.rvg [wn
F flry3i. L- Ne_ f-N7y1 E.e: 09M/It
CDVAK t C 2T0 x-T IINGNM%Nr PIC
0" r f CMUV CAPON DESpI was. Ut
CO PTE O,�
FEAR SAS -,\
REGISTERED
PROFESSIONAL
^gip ENGINEER
r QJr 110966
nCL
DATE: EXPIRES: 03/]1/I1
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
4. THE CONTRACTOR SHALL KEEP THE SITE SO IT WILL HAVE POSITIVE
DRAINAGE AT ALL TIMES, SHEET TITLE
5. ALL EXCAVATIONS SHALL BE FREE OF WATER, MUD. AND LOOSE COMPOUND
DIRT BEFORE POURING CONCRETE_ DETAILS
BLDGJFDN ATTACHMENT DETAIL SHEET NUMBER
SCALE. N.T.S. 3 S-1
ocoo
PORT 61
II NOTE:
ALL UTILITY SERVICE POINTS OF ENTRY
SHALL BE VERIFIED WITH ACTUAL SHELTER
MANUFACTURER DRAWINGS PRIOR TO INSTALLATION
16'-0"
EQUIPMENT SHELTER ELEVATION - "A" 9
SCALE: N.T.S.
PORT D1
NOTE:
ALL UTILITY SERVICE POINTS OF ENTRY
SHALL BE VERIFIED WITH ACTUAL SHELTER
MANUFACTURER DRAWINGS PRIOR TO INSTALLATION
GROUND
CONDUCTOR
ENTRIES (8 TYP,)
EQUIPMENT SHELTER ELEVATION_: " C" 3
SCALF— N.T S.
4" TELCO
SERVICE
EQUIPMENT SHELTER ELEVATION - "B" 2
SCALE N.T.S.
NOTE:
GROUND BAR AND CANOPY ARE SHIPPED
LOOSE WITH THE SHELTER (INSTALLED BY GC)
I
KEY
mime
EQUIPMENT SHELTER ELEVATION - " D" 4
SCALE. N.T.S.
i
m
at &t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR T2211
PH (501) 219.4451
Goodr an Networks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/26/10
REVISED PER ATC COMUENTS
1
05/18/10
FINAL
0
04/27/10
PRELIMINARY RELEASE
m a=
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
=1 129
aWI�7�cn T5Zs1
PH: 01721139 FA1l rott1239•dT6P
Mw.rtwyn n
fim Amrbel cn Na: t-1IrA 1iS1 cEa- 09I100
' 08A: Y-T COMMUMCATICN DESIGN [SNP, LLC I
ATE 0
AR"SAS
�• REGISTERED
PROFESSIONAL J
tf� ENGINEER
10966
T?0p
DATE: E%PIRES: 03/31/11
PROJECT NO:
T091632
RAWN BY:
E
SEL
CHECKED BY:
AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKICOUNTY
SHEET TITLE
SHELTER
ELEVATIONS
SHEET NUMBER
S-2
An! Po., 1 AnLPos 4
UMTS 8,W1900 GSNS 850190i1
Haichplate
Ia
SECTOR "A"
SCALE. NJ.&
hr:.Pas 1 AnLP:x.4
UNITS 850"9raj GSM 850.E 19M
SECTOR "B" 2
SCALE N.T.S.
at &t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219-4451
C �odmau-T Networks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/26/10
REVISED PER ATC COMMENTS
1
05/18/10
FINAL
0
04/27/10
PRELIMINARY RELEASE
%i ffm
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3001 LSJ Fl--Srk 12S
PR: 1911 T]i1j17390762
w...rorgrwnlq ✓ •n.w Nep�Mme. Ne: S•151y1 Ep: 09./30/10
COI T O 2010 M-T ENGINEERING. INC.
DR& FT COMYIRACAl10N DESIGN GROUP. LUG
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKICOUNTY
SHEET TITLE
SECTORS
A&B
SHEET NUMBER
RF-1
Chplale
r1i
Ari,Fos 1 A,nLPos.4
UVITS 8501,19W G5W 850i19c0
SECTOR "C"
SCALE: N.T.S.
at &t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219-4451
Good m: nNetworks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/26/10
REVISED PER ATC COMMENTS
1
05/18/10
FINAL
0
04/27JID
PRELIMINARY RELEASE
v "m
W-T COMMUNICATION
DESIGN GROUP, LLC.
NnRELESS INFRASTRUCTURE
3001 LBJ Freeway, Suite 129
Dallas, Te-. 7523a
Fit. Regietreliee Nn: F-1175e EV: 09/30/10
a PMOtT 0 1010 V-T DIONEUMr. MC
W- 1F-T c1 mCATXYI KSOr wait, UC
CD a�
ARF AI SAS
REGISTERED
PROFESSIONAL
ENGINEER
��, 10966 P y
TR_nv
DATE: EXPIRES:
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
SHEET TITLE
SECTOR C
SHEET NUMBER
RF-2
NERAL NOTES:
T SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION TO REGION AND
IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SITE TO DETERMINE
THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER SECTION FACE.
2 THE STANDARD IS BASED ON EIGHT COLORED TAPES —RED, BLUE, GREEN,
YELLOW, ORANGE, BROWN, WHITE, AND SLATE(GREY). THESE TAPES SHOULD
BE READILY AVAILABLE TO THE ELECTRICIAN OR CONTRACTOR ON SITE.
3. USE COLORED BANDS ON THE CABLES, MARK ALL RF CABLES BY SECTORS
AND CABLE NUMBER AS SHOWN ON "CABLE" MARKING COLOR CONVENTION TABLE.
4. ALL COLOR CODE TAPE SHALL BE 3M-35 AND INSTALLED USING A MINIMUM OF
(3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO
AS TO AVOID UNRAVELING.
5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A MINIMUM OF
3" WIDE AND SHALL HAVE A MINIMUM OF 3/4" OF SPACING BETWEEN EACH COLOR.
6. ALL COLORED BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM
OF 3/4" WIDE.
7, ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE
ANOTHER FROM SIDE -TO -SIDE
GAMMA, C, OR Z RF
CABLES Cl THRU
C10 AS REO'D
\\ALPHA, A, OR X RF
ES Al THRU
S REO'D
GSM LINE TAG
CAUTION: HARMFUL RF ENERGY EXISTS ON THESE LINES
SECTOR SECTOR SECTOR SECTOR SECTOR
ANTENNA CABLE CABLE CABLE CABLE
CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT_ CABLE HEIGHT_
1 RX RX RX RX
TOP JUMPER CABLE (TYP) TX TX TX TX
TMA WHERE REO'D
SECTOR SECTOR SECTOR SECTOR
JUMPER CABLE (TYP) CABLE CABLE CABLE CABLE
CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT_ CABLE HEIGHT_
2
RX RX RX RX
TX TX TX TX
MAIN COAX (TYP)
EQUIPMENT SHELTER
TO PROVIDE ADDITIONAL IDENTIFICATION RF CABLES SHALL BE
IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR
BRASS AND STAMPED WITH THE SECTOR, ANTENNA POSITION,
AND CABLE NUMBER. THE ID MARKING LOCATIONS SHOULD BE
BETA, B, OR Y RF CABLES AS PER "CABLE MARKING LOCATION TABLE". THE TAB SHOULD
B1 THRU B10 AS REO'D BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE
CABLE THE TAG SHOULD BE LABELED AS SHOWN ON THE
"GSM LINE TAG" DETAIL.
ANTENNA SECTOR AND
CABLE DEFINITION
ALL RF CABLES SHALL BE MARKED AS PER CABLE
MARKING LOCATION TABLE BELOW:
CABLE MARKING LOCATIONS TABLE
NO.
TAPE
TAG
LOCATIONS
1.
X
EACH TOP —JUMPER SHALL BE COLOR
CODED WITH (1) SET OF 3" WIDE BANDS,
EACH MAIN COAX SHALL BE COLOR CODED
WITH (1) SET OF 3" WIDE BANDS NEAR THE
2
X
TOP —JUMPER CONNECTION AND WITH (1) SET
OF 3/4" WIDE COLOR BANDS JUST PRIOR TO
ENTERING THE BTS OR TRANSMITTER BUILDING.
3.
X
CABLE ENTRY PORT ON THE INTERIOR OF
THE SHELTER.
ALL BOTTOM JUMPERS SHALL BE COLOR
4.
x
CODED WITH (1) SET OF 3/4" WIDE BANDS
ON EACH END OF THE BOTTOM JUMPER
ALL BOTTOM JUMPERS SHALL BE COLOR
5•
CODED WITH (1) SET OF 3/4" WIDE BANDS
ON EACH END OF THE BOTTOM JUMPER.
(• — DENOTES TAG OR TAPE.)
CABLE MARKING TAGS
U SURGE
` ARRESTOR
4 (TYP)
BOTTOM JUMPER CABLE (TYP)
STS
EWIPMENT
SECTOR SECTOR SECTOR SECTOR
CABLE CABLE CABLE CABLE
CABLE HEIGHT_ CABLE HEIGHT CABLE HEIGHT- CABLE HEIGHT_
RX RX RX RX
Tx TX TX Tx
SECTOR SECTOR SECTOR SECTOR
CABLE CABLE CABLE CABLE
CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT_ CABLE HEIGHT_
RX RX —_ RX___._._. RX
TX TX TX TX
CABLE MARKING COLOR CONVENTION TABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
Al I
Al
A2
A2
A3
A3
A4
A4
A5
A5
SECTOR
RED
RED
RED
RED
RED
RED
RED
RED
RED
RED
ALPHA, A, X
BLUE
BLUE
ORANGE
ORANGE
GREEN
GREEN
BROWN
BROWN
SLATE
SLATE
WHITE
WHITE
WHITE
WHITE
WHITE
Al-1
Al-2
A2-1
A2-2
A3-1
A3-2
A4-1
A4-2
A5-1
A5-2
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
81
B1
82
B2
B3
B3
84
B4
B5
05
SECTOR
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BETA, B, Y
BLUE
BLUE
ORANGE
ORANGE
GREEN
GREEN
BROWN
BROWN
SLATE
SLATE
WHITE
WHITE
WHITE
WHITE
WHITE
B1-1
61-2
132-1
B2-2
B3-1
83-2
B4-1
84-2
135-1
85-2
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
Cl
Cl
C2
C2
C3
C3
C4
C4
C5
C5
SECTOR
GREEN
GREEN
GREEN
GREEN
GREEN
GREEN
GREEN
GREEN
GREEN
GREEN
GAMMA, C, Z
BLUE
BLUE
ORANGE
ORANGE
GREEN
GREEN
BROWN
BROWN
SLATE
SLATE
WHITE
WHITE
yy TE
WHITE
WHITE
C1-1
Cl-2
C2-1
C2-2
C3-1
C3-2
C4-1
Ca-2
C5-1
C5-2
INCInF \/IFW
ALPHA A. X
c Al
Y
c-3 "j
TOWER PLAN VIEW
NOTES:
A. CONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX INSTALLATION
CABLE PORT DIAGRAM WILL BE AFFIXED TO THE INTERIOR SHELTER WALL NEAR THE
CABLE ENTRY PORT TO AID IN CABLE IDENTIFICATION_ THE CHART IS INTENDED TO BE
USED TO RECORD THE LINE AND CORRESPONDING ANTENNA POSITION ON THE TOWER
AT THE TIME OF INSTALLATION.
B. ONE COMPLETED COPY PLUS TWO BLANK COPIES OF THE CHART SHOULD BE POSTED
IN THE SHELTER IN A PROTECTIVE PLASTIC SLEEVE.
at&t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 2194451
*1 :.� Good,.r;i--Networks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/26/10
REVISED PER ATC COMMENTS
OS/18/10
FINAL
0
04/21/10
t PRELIMINARY RELEASE
v ffm
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
3001 LBJ Fesw¢y.5. 129
"oA T.. 7ylyl
PH IOT91739-076, FAX ISn[M4762
rtma ue�e.�w:�r-iln� i- os13ol+a
COP1111P11 0 9D1L wi Ev(a[[51n , kC
DBA U-1 CVWw CAnW DCDCN rA", LLC
�� PT E
AR"SASS
REGISTERED
PROFESSIONAL Z
ENGINEER
110966 ,e�,e
{Ri
DATE: EXPIRES: 03/31/11
PROJECT NO: T091632
DRAWN BY: SEL
CHECKED BY: AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKICOUNTY
SHEET TITLE
COAX SCHEDULE
g MARKINGS
SHEET NUMBER
RF-3
COAX ENTF
(INSTALLED
OUTSIDE SHELTER INSIDE SHELTER
HATCH PLATE LAYOUT ,I
SCALE N.T.S.
RF INFORMATION SHOWN IS PER
THE RFDS APPROVED 08/01/08
1/C-5 FOR
KING DETAILS
NOTE:
RF DATA SHEET PROVIDED BY
GOODMAN NETWORKS REVISED
ON 08/01/08.
PLEASE VERIFY RF
INFORMATION BEFORE
CONSTRUCTION
ANTENNA
ANTENNA
ANTENNA
ANTENNA
AZIMUTH
MECH—
ELEC.
ANTENNA
MHA'S
COAXIAL FEEDER
NUMBER
MODEL
VENDOR
QUANTITY
DOWNTILT
DOWNTILT
CENTERLINE
MFG.
OTY_
SIZE
LENGTH
FROM GROUND
GSM
�800-10123
KATHREIN
1
0'
0•
850 0'
147'
LGP
17205
2
1-5/8"
2 ® 170'
1900 —
Al
UMTS
800-10123
KATHREIN
1
0•
0•
—00
147'
LGP
17205
2
1-5/8"
2 @ 170'
190
190'
Al
aso 0
LGP
GSM
800-10123
KATHREIN
1
120'
0'
147
17205
2
1-5/8"
2 ® 170'
Ell
1900 -
850 -
UMTS
800-10123
KATHREIN
1
120'
0'
147'
17205
2
1-5/8"
2 @ 170'
61
1900 0'
I
850 0'LGP
GSM
800-10123
KATHREIN
1
240'
0'
147'
17205
2
1-5/B"
2 Q 170'
- C1
1900 -
UMTS
800-10123
KATHREIN 1
240'
0'
850 -
147'
120g
2
1-5/8"
2 ® 170'
1900 0'
Cl
ANTENNA INFORMATION CHART 2
SCALE H.T.S.
NOTES:
1. FOR BOTTOM JUMPERS USE 1/2"
LDF4 OR EQUIVALENT.
2. FABRICATE JUMPERS TO ASSURE
THAT THE CONNECTORS ARE 48" FROM THE
FLOOR ALLOWING ENOUGH SLACK TO REACH
ALL BTS CONNECTIONS IF CABINET IS NOT IN
PLACE.
ARRESTOR 3 SUPPLIED BY AT&T AND INSTALLED BY C
E 4_ G.C. TO SUPPLY AND INSTALL 6AWG GREEN
STRANDED COPPER TO GROUND BAR
GOA� 5 TERMINAFURTHEST ALL CABINETTTTOM FROMJ THEERS CABLE THE
ENTRY PORT TO ALLOW FOR FUTURE
REARRANGEMENT.
E Ei tTyp.i
$IAS 015
IRTO
6AO, QR�
of
0 IALL. 000 j Y
Ids r,U$C I 1
$� 1
� ' J
GAe/
G�
C0006CTOR
olr, EeTOR
OAL- Cosh
- FEMALE 0I0
BOTTOM JUMPER & BIAS TEE DETAIL r,1
SCALY-- N.T.S. J
at&t
10802 EXECUTIVE
CENTER DR
SUITE 300
LITTLE ROCK, AR 72211
PH (501) 219-4451
�` ; -lcicull-I F:Networks
1100 N. UNIVERSITY
SUITE 200
LITTLE ROCK, AR 72207
2
05/26/10
REVISED PER ATC COMMENTS
1
05/18/10
FlNAL
0
04/27/10
PRELIMINARY RELEASE
m ffm
W-T COMMUNICATION
DESIGN GROUP, LLC.
WIRELESS INFRASTRUCTURE
xX11 LW PI =,7s2s1awe 129
Dao.s, Tv
PK �9771739Mt FAX; P7211739-0762
Fv Ret V.r- Xn:"1R S1 E.: 09/3QA0
CWMDI1 G MD r-1 EhUlEEFAC, nC
DBA w-7 COMMUNICAMW DE9GN fA)IP, LLC.
5� PTE 0
(ARKANSAS.
• REGISTERED
PROFESSIONAL
ENGINEER
10966
DATE: EXPIRES: 03/31/11
PROJECT NO:
T091632
RAWN BY:
E
SEL
CHECKED BY:
AG
SITE NUMBER: AR1465
KOBAN
LAKE
14121 LAWSON RD
LITTLE ROCK, AR 72210
PULASKI COUNTY
SHEET TITLE
ANTENNA INFORMATION
& BOTTOM JUMPER DETAIL
SHEET NUMBER
RF-4