HomeMy WebLinkAboutZ-6147-H MapSITE NUMBER: LR03XCO74 Sprint
- (o 1417
� /(L/ � — 6560 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
• STRUCTURE TYPE: MONOPOLE
rintMARKET: ARKANSAS
`' - - •y- ��� '�'s�- ERICSSON
6100 SPRINT PARKWAY
NETWORK VISION M M B S LAUNCH r ; OVERLAND PARK, KANSAS 66251
y.
LZ
PROJECT SUMMARY DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS N �+
N0. SHEET TITLE RESP ENGR SSL+
SITE NAME, DENNY ROAD/ KANIS ROAD 9900 West 109th Slreel, Suite 300
P — 1 NA F �,• 1 .1 � fly• 9 �_ - T-1 TITLE SHEET MLO/TMS OYedud Perk, Kansas 66210
SITE NUMBER: LR03XC074 `19-4
\ � A-1 EQUIPMENT LAYOUTS MLO Phone: 91&436-7700 Tex: 913438-7777
SITE ADDRESS: 704 KIRK ROAD TAKE RAMP (LEFT) ONTO 1-70, AT EXIT 232, TURN RIGHT 1
LITTLE ROCK, ARKANSAS 72211 A-2 SITE ELEVATIONS MLO
ONTO RAMP 270 /CHICAGO / MEMPHIS, TAKE RAMP (LEFT) Cd,a .F{irac�I � SfK:
ONTO I-270 / MEMPHIS. t� -'�-- A-3 EQUIPMENT LAYOUTS MLO
APN — AT EXIT 1B—A, TURN RIGHT ONTO RAMP I-55 / ST LOUIS / 7 FII[s<tiv<nu
�� MLO
LATITUDE: N 34- 45' 38.9" Relrlws)od f A-4 ANTENNA PLANS
MEMPHIS. � Loy little Rock �r
AT EXIT 1A, TAKE RAMP (RIGHT) ONTO 1-55/ MEMPHIS. a�r� 6 A-5 COLOR CODING DETAILS MLO
LONGITUDE: W 92' 27' 7.99" ENTERING ARKANSAS, pr * Grove QS t TrrDRMs Vypw}pn MLO
GROUND AT EXIT 8, TAKE RAMP (LEFT) ONTO 1-40/ LITTLE ROCK, - _ Hih A-6 DETAILS
ELEVATION. AT EXIT 1538, TAKE RAMP (LEFT) ONTO I-30/ US-65 / Ro kGreek SI Chane•, 9r, A-7 DETAILS MLO
JURISDICTION: CITY OF LITTLE ROCK US-67 / US-167 / LITTLE ROCK, AT EXIT 1398, GYvY'a1 PhVry• W MfiIMhBF±! $I A-8 DETAILS MLO
TAKE RAMP (RIGHT) ONTO 1-630, ROAD NAME CHANGES TO CR-�� - - -
ZONING: — FINANCIAL CENTRE PKWY. ; Re'aY Plajre tc �. _ A-9 WIRING DIAGRAMS MLO
ROAD NAME CHANGES TO CHENAL PKWY, TURN RIGHT - TIR1Oer Ridge �'STATE OF ARKANSAS
(NORTH) ONTO KIRK RD. A-10 RFDS SHEET MLO
ARRIVE 704 KIRK RD, LITTLE ROCK, AR 72211 PROJECT CERTIFICATE OF AUTHORISATION p774
LOCATION ¢ Kam Rd 7 _ E-1 UTILITY SITE PLAN TMS MILOREFICHE LL O ENS
SCOPE O F WORK t� E-2 UTILITY DETAILS TMS MLO MICHAELL OWENS 3458 STRUCTURAVCIV L
a. TMS TERRANCEM SUPER 9717 ELECTRICAL
E-3 DETAILS TMS
1. THE WIRELESS COMMUNICATION FACILITY IS NOT INTENDED FOR J4.
�G-1 GROUNDING PLAN TMS
HUMAN OCCUPANCY i Ln, 5 3 G-2 GROUNDING RISER & GROUNDING NOTES TMS NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE
SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER
2. THIS FACILITY DOES NOT REQUIRE PORTABLE WATER AND WILL G-3 GROUNDING DETAILS TMS FOR THEIR CONFIDENTIAL USE ONTHE LY, AND IN CONSIDERATION
NOT PRODUCE ANY SEWAGE. TMS OF AGREES TO RETURN ITUPO, REQUEST
AND
DAGRES THAT G-4 GROUNDING DETAILS ANDAGREESRETURN ITUPO OPTED, ENTOR T AGREES
IT W1LL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
ED FOR
3. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING CONTACTS APPROVALS DISPOSERS DIRECTLYTHOANF RWHI WINSY. USNISHED ANY
WIRELESS INSTALLATION: GN-1 GENERAL NOTES TMS PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED
DESIGNER: RA. NAS
• REMOVAL OF (3) EXISTING EQUIPMENT CABINETS APPLICANT: SPRINT PCS
• INSTALLATION OF (2) NEW EQUIPMENT CABINETS 6580 SPRINT PARKWAY LEAD EE: T. SUPER
• REMOVAL OF (6) EXISTING ANTENNAS OVERLAND PARK, KS 66251
LEAD CE/SE M. OWENS
INSTALLATION OF (3) NEW ANTENNAS
• INSTALLATION OF (9) NEW RRU'S (REMOTE RADIO UNITS) SPRINT REPRESENTATIVE DATE
TOWER/PROPERTY N•R: ????? SUBMITTALS
????? NO. DATE DESCRIPTION B'.
?????
A 10 X12 ISSUED FOR REVIEW RA
?????
SPRINT RF ENGINEERING DATE
APPLICABLE CODES ENGNIFERINC ANTS. SSC, INC.
9900 W 109TH ST, SUITE 300
OVERLAND PARK, KS 66210 SITE OWNER DATE
INTERNATIONAL BUILDING CODE, 2006 EDITION KEVIN VANMAELE
SHELTON KEISLING SITE NAME
(913) 438-7700
NATIONAL ELECTRICAL CODE, 2005 EDITION DENNY ROAD/
SPRINT CONSTRUCTION MANAGER DATE
SAM: KANIS ROAD
THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND
AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED
HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING SITE NUMBER
DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS.
CM:
SITE ACCESS PROCEDURES ENGINEER'S LICENSE LR03XC
S
RF ENGINEER: SPRINT MARKED WITH BLACK & YELLOW TAPE COMBINATION LOCKS: 6985 KIRK ROAD
ALL CABINET COMBINATION LOCKS: 6985 LITTLE ROCK, ARKANSAS
72211
SHEET TITLE
TITLE SHEET
C'aiMlwa�llny.
SHEET NUMBER
1 (600) 482-8998
T-1
ABBREVIATIONS
AFF
ABOVE FINISHED FLOOR
AGL
ABOVE GRADE LEVEL
AMSL
ABOVE MAIN SEA LEVEL
APPROX
APPROXIMATE
AWG
AMERICAN WIRE GAUGE
BLDG
BUILDING
BTS
BASE TRANSMISSION STATION
CLR
CLEAR
COL
COLUMN
CONIC
CONCRETE
CND
CONDUIT
DWG
DRAWING
FT
FOOT (FEET)
EGB
EQUIPMENT GROUND BAR
ELEC
ELECTRICAL
EMT
ELECTRICAL METALLIC TUBING
ELEV
ELEVATION
EQUIP
EQUIPMENT
(E)
EXISTING
EXT
EXTERIOR
FND
FOUNDATION
F
FIBER
GA
GAUGE
GALV
GALVANIZED
GPS
GLOBAL POSITIONING SYSTEM
GND
GROUND
LTE
LONG TERM EVOLUTION
MAX
MAXIMUM
MFR
MANUFACTURER
MGB
MASTER GROUND BAR
MIN
MINIMUM
MMBTS
MULTI—NODE BASE
TRANSMISSION STATION
N.T.S.
NOT TO SCALE
O.C.
ON CENTER
OE/OT
OVERHEAD ELECTRIC/TELCO
PPC
POWER PROTECTION CABINET
RBS
RADIO BASED STATION
RRU
REMOTE RADIO UNIT
RGS
RIGID GALVANIZED STEEL
IN
INCH(ES)
INT
INTERIOR
LB(S)
POUND(S)
SF
SQUARE FOOT
STL
STEEL
TYP
TYPICAL
UE/UT
UNDERGROUND ELECTRIC/TELCO
UNO
UNLESS NOTED OTHERWISE
VIF
VERIFY IN FIELD
W/
WITH
XFMR
TRANSFORMER
#
POUND(S)
SYMBOLS
REVISION
WORK POINT
UTILITY POLE
WALL
COMPRESSED STONE
CONCRETE/GRAVEL
D ASPHALT
EARTH
GRATING
STEEL
CENTERLINE
— — — PROPERTY LINE
------- LEASE LINE
— — -- — — EASEMENT LINE
---• CHAIN LINK FENCE
�0 .0 WOOD FENCE
BELOW GRADE
--------- ELECTRIC
BELOW GRADE
----- TELEPHONE
—OHP—OHP— OVERHEAD
���� ELECTRIC/TELEPHONE
! , i SECTION REFERENCE
Al.
CONTRACTOR SHALL REPAIR EXISTING GRAVEL
SURFACES DISTURBED DURING CONSTRUCTION
WITH 2" THICK CLEAN CRUSHED STONE OVER 4••
THICK COMPACTED AGGREGATE BASE, REPLACE
UNDERLYING GEOTEXTILE FABRIC AS REQUIRED
EXISTING
SHELTER
L
ROPOSED BBS CABINET
ROPOSEO RBS CABINET
0 CALL BEFORE YOU
DIG — DRILL — BLAST
1-800-482-8998
(TOLL FREE)
ARKANSAS ONE—CALL SYSTEM, INC.
THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED
FROM THE INFORMATION AVAILABLE. THE INFORMATION PROVIDED
IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY
OF UTILITIES IN THIS AREA. IT IS THE CONTRACTORS RESPONSIBILITY
TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT)
AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY
CONTRACTOR'S ACTIVITIES.
EXISTING CONCRETE PAD
EXISTING CONCRETE
EXISTING WOOD FENCE
Sprint
6560 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
09
ERICSSON
6100 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
SSC
9900 West 109th Street, Suite 300
Overland Perk, Kansas 66210
Phone: 913-438-7700 Fax: 913-438-7777
STATE OF ARKANSAS
CERTIFICATE OFAUTHORIZATION #774
RESPONSIBLE ENGINEERS:
EXISTING
-- ICE BRIDGE MLO MICHAELLOWENS 13455 STRIJCIVIL
TMS TERRANCE M SUPER 9777 ELECTRICAL
SEE SHT A-3 FOR
• : EQUIPMENT LAYOUTS MTK;E- iM DRAVMG NAB NOT REEN PVSLTSLIFD ARD I6 THE
EXISTING GATE SOLE PRo"RTT OF SSC, INC. Aid" LENT TO THE BORROW"
FOR THEIR CONFRDENVAL USE ONLY, AUD R1 CONSI0E1NTM
OF THE LOAN OF THIS DRAWN10. THE SORROVIIER PROMISES
_ EXISTING SPRINT AND Auir&e§ To AETLIRN IT UPON REQUEST AND AOREER THAT
PPC RACK IT WILL NOT 9E REPRODUCED, COMED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INWREC7IF. NOR USED FOR ANY
PURPOSEOTHER THAN FOR riNCH N 6FURNISHED
DESIGNER: R.A. NAS
1 I
ROPOSEO SPRINT LEAD EE: T. SUPER
v
PS Ll LEAD GEISE M. OWENS
i SUBMITTALS
NO, DATE DESCRIPTION B
A IqjW2 ISSUED FOR REVIEW RA
EXISTING GENERATOR
SITE NAME
DENNY ROAD/
EXISTING PROPANE TANK EXISTING GENERATOR KANIS ROAD
SITE NUMBER
LR03XCO74
SITE ADDRESS
704 KIRK ROAD
LITTLE ROCK, ARKANSAS
72211
SHEET TITLE
ENLARGED SITE PLAN
0. 1. 2. 3. 4' B• 12'
SHEET NUMBER
A-
SITE PLAN
SSC HAS NOT PERFORMED A STRUCTURAL TOWER
ANALYSIS AND HAS NOT BEEN PROVIDED ANY STRUCTURAL
N NOTE&
1• THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA
NOTES:
1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE
TOWER ANALYSIS INFORMATION REGARDING THIS SITE.
SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS.
LENGTHS.
•
j�IJ
,
EXISTING CABLE
2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH
2,
ALL MAIN CABLE WILL BE COLOR CODED AT THREE
S p r� n t
LADDER
R F SIGNAGE:
PENDING ANTENNA
ERICSSON REPRESENTATIVE.
(3) LOCATIONS.
EXISTING TOWER FACE
MOUNT CERTIFICATION SITE HAS EXISTING RF SIGNAGE
3. ALL ANTENNA AZIMUTHS TO BE TAKEN FROM TRUE NORTH.
3.
COLOR CODE ALL ANTENNA AND COAX WITH 2" WIDE
OVERLAND SPRINT
KANSAS
BANDS OF COLORED TAPE WITH 1" SEPARATION
RF SIGNAGE:
BETWEEN BANDS — SEE SHEET A-7.
PENDING ANTENNA
EXISTING
MOUNT CERTIFICATION SITE HAS EXISTING RF SIGNAGE
4.
COLOR CODE ALL TOP AND BOTTOM GROUND KITS
WITH 1" WIDE BANDS OF COLORED TAPE WITH 1/2"
-
EXISTING CABLE
SEPARATION BETWEEN BANDS.
-
LADDER
5.
START COLOR BANDS 2" BEYOND WEATHERPROOFING.
-
EXISTING�TOWERACE
6.
START SECTOR COLOR NEXT TO END CONNECTOR.
EWCSSON
7.
ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL
6100 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
CABLE GROUND KITS AT:
r TEMPORARY
PROPOSED
SPRINT ANTENNA
THE ANTENNA LEVEL
MID LEVEL IF TOWER IS OVER
HORIZONTAL
J
(3) PROPOSED SPRINT EXISTING SPRINT
(TYP 3 PLACES)
TURNING
BASE OF TOWER PRIOR TO TURNING
TERMINATION OF COAX LINES TO JUMPERS
A®
�
HYBRID CABLES (39mm 0 1-5/8"0 COAX
N
PER RFDS/1-1/4"0
(6) EXISTING
8.
ALL NEW GROUND BAR DOWNLEADS ARE TO BE
■
APPLICATION) ROUTED ON
EXISTING CABLE LADDER WITH
SPRINT ANTENNAS
CADWELDED TO THE EXISTING ADJACENT GROUND BAR
A MINIMUM DISTANCE OF 4' BELOW
r ■r
- (TO BE REMOVED)
DOWNLEADS
..47 L►
NEW UNIVERSAL SNAP—IN
HANGERS WITH GROMMETS
(DO NOT DOUBLE STACK)
CL OF OUSTING AND PROPOSED SPRINT ANTENNAS
9.
GROUND BAR.
PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF
9900 West 109th Sheet Suite 300
Owd.M Perk, Kensas 66210
ELEV. 152 —0
WiMAX COAX GROUND KITS.
Phone 913436-7700 F.:913-43&7777
EXISTING CABLE
LADDER
COA
)CAL ANTENNA CABLE NOTES'
1.
THE ANTENNA COAXLAL CABLE INSTALLER SHALL BE
EXISTING TOWER FACE
CL OF OTHER CARRIERS ANTENNAS
RESPONSIBLE FOR PERFORMING AND SUPPLYING
SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA
RETURN LOSS TEST). THIS TEST SHALL BE
PERFORMED O
HSPRINTIRADIO R(ERS
OUTLINED BY THE FREQUENCY (RF)
(3) PROPOSED SPRINT FINAL
I
ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR
HYBRID CABLES (39mm 0
TO FINAL ACCEPTANCE OF THE SITE.
PER RFDS/1-1/4"O
2.
THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE
APPLICATION) ROUTED ON
RESPONSIBLE FOR PERFORMING AND SUPPLYING
SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN
STATE OF ARKANSAS
CERTIFICATE OF AUTHORIZAT10N#774
EXISTING CABLE LADDER WITH
(TDR) TESTS TO VERIFY CABLE
R¢aPorISBLE E ERS
NEW UNIVERSAL SNAP—IN
HANGERS WITH GROMMETS
I
LENGTH AND T CHECK FOR WATER DAMAGE.
LENGTH AND
MLO MICHAELL OWENS 13458 STRUCTURAVCIVIL
L O NS
(DO NOT DOUBLE STACK)
EXISTING 150'-0" MONOPOLE
3.
VAPOR WRAP WILL BE USED TO SEAL ALL
WILL
CONNECTIONS.
TMS TERRANCEM SUPER 9717 ELECTRICAL
I
4.
ALL JUMPERS TO THE ANTENNAS FROM THE MAIN
TRANSMISSION LINE WILL BE 1/2" JUMPERS AT WiMAX
NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE
BTS UNITS WILL BE 6'-0".
NOTE:
5.
IF COAX IS BEING RE—USED FOR THIS INSTALLATION,
SOLE PROPERTY OF SSC, INC, AND IS LENT TO THE BORROWER
FOR THEIR CONFIDENTIAL USE ONLY, AND INCONSIDERATION
EXISTING 1-5/8"0 COAX (TYP OF 6) TO BE REMOVED WITHIN
w I;I
J
PRE AND POST ANTENNA LINE SWEEPS ARE
OFTHELOANOF TH IS DRAWING, THE BORROWER PROMISES
30 DAYS AFTER NEW ANTENNA INSTALLATION HAS BEEN
o �I
o
6.
REQUIRED.
UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION
AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT
ITLL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
TESTED AND APPROVED BY PROJECT MANAGER AND/OR SPRINT
z Il
O J.
J
DEPICTING RAD CENTER AND TOP OF ANTENNA.
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
HYBRID ROUTING DETAIL 3
DESIGNER: RA. NAS
z
z J.
ANTENNAMOUNTINGNOTES.
LEAD EE: T. SUPER
3.
DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS
LEAD CENSE: M. OWENS
of II
SHALL CONFORM TO CURRENT ANSI/EIA/TIA-222;
�
�APPENDIX
❑ I
B WIND LOADING; '
STANDARDS FORRSTEEL ANTENNA TOWERS A DL
SUBMITTALS
ANTENNA SUPPORTING STRUCTURES" OR APPLICABLE
NO. DATE DESCRIPTION BY
w I
LOCAL CODES.
A 10125A2 I IS ED YDR REVIEW RAN
z
2.
ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER
FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC
D GALVANIZED) AND
4 i
UNLESS OTHERWISE NOTED.
STEEL PRODUCTS% SE
3.
ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE
SITE NAME
0
SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM
A153 "ZINC (HOT—DIP) ON IRON AND STEEL
ROAD
HARDWARE", UNLESS OTHERWISE NOTED.
DENNY
I
t
4.
DAMAGED GALVANIZED SURFACES SHALL BE REPAIRS
KAKIS ROAD
III
BY COLD GALVANIZING IN ACCORDANCE WITH ASTM
11.8°
11.8"
A780•
SITE NUMBER
5,
ALL ITSN
I.
DOUBLEENNA NUTS ANDTS HALLALL BE IB STALLEDLED
SNUG TIGHT
1,LR03XC074
6.
MINIMUM HORIZONTAL PACING SHALL BE 2"-0"
SITEADDRESS
II
EXISTING ICE BRIDGE
BETWEEN ALL ANTENNAS.
EXISTING
PROPOSED SPRINT
CABINETS ON EXISTING
704 KIRK ROAD
WOOD FENCE
CONCRETE PAD
LITTLE ROCK, ARKANSAS
EXISTING CONCRETE PAD
72211
PLAN VIEW FRONT VIEW
SHEET TITLERFS
6
APXVERR18 ANTENNA
TRIPLE BAND DUAL POLARIZED
•-
.y
SITE ELEVATION
FREQUENCY RANGE 806-869 & 1850-1995 MHz
ANTENNA W/O MOUNTING HARDWARE 55 Ib
SHEET NUMBER
MOUNTING HARDWARE 7.5 Ib
TOTAL WEIGHT 62.5 Ib
e
800/1900 ANTENNA DETAIL 4
SITE ELEVATION 2�
SITE ELEVATION 1
L ,
EXISTING ANTENNA LAYOUT
EXISTING MONOPOLE
NEW CABLES ROUTED INSIDE
OF EXISTING MONOPOLE
� EXISTING ICE BRIDGE
lF
CO�gOY
NOTE:
1. EXACT ROUTING OF CABLES TO BE
DETERMINED BY STRUCTURAL ANALYSIS
(BY OTHERS)
2. NEW GPS ANTENNA TO BE AT LEAST
4' FROM EXISTING GPS ANTENNAS
(3) NEW HYBRID TOWER CABLES
FROM REAR OF CABINET ROUTED
ON EXISTING CABLE BRIDGE
(1) SHOWN FOR CLARITY
CABLES ATTACHED TO EXISTING
SUPPORTS WITH ROSENBERGER
GROMMET HANGER KIT
PART# CS624-TH415
COAX RUN DIAGRAM
NEW CABINETS ON
EXISTING EQUIPMENT
PLATFORM
EXISTING EQUIPMENT
PLATFORM
EXISTING SPRINT ANTENNAS
(TYP OF 6) TO BE REMOVED
AFTER PROPOSED ANTENNA
INSTALLATION HAS BEEN
TESTED AND APPROVED BY
PROJECT MANAGER 1
cy
G
PROPOSED SPRINT
RRU'S (TYP OF 9)
SECTOR: 1
a
AZIMUTH: 345'
a
a
d
°
°
p
OMM/HH
o
a
a
I
a
-`i /1g0p
'14Nr
a
a
°
c
d
a
°
Q°
d
GPGy
�FCq
v
a
d
d
°
a
EXISTING ANTENNA LAYOUT
EXISTING MONOPOLE
NEW CABLES ROUTED INSIDE
OF EXISTING MONOPOLE
� EXISTING ICE BRIDGE
lF
CO�gOY
NOTE:
1. EXACT ROUTING OF CABLES TO BE
DETERMINED BY STRUCTURAL ANALYSIS
(BY OTHERS)
2. NEW GPS ANTENNA TO BE AT LEAST
4' FROM EXISTING GPS ANTENNAS
(3) NEW HYBRID TOWER CABLES
FROM REAR OF CABINET ROUTED
ON EXISTING CABLE BRIDGE
(1) SHOWN FOR CLARITY
CABLES ATTACHED TO EXISTING
SUPPORTS WITH ROSENBERGER
GROMMET HANGER KIT
PART# CS624-TH415
COAX RUN DIAGRAM
NEW CABINETS ON
EXISTING EQUIPMENT
PLATFORM
EXISTING EQUIPMENT
PLATFORM
EXISTING SPRINT ANTENNAS
(TYP OF 6) TO BE REMOVED
AFTER PROPOSED ANTENNA
INSTALLATION HAS BEEN
TESTED AND APPROVED BY
PROJECT MANAGER 1
cy
G
PROPOSED SPRINT
RRU'S (TYP OF 9)
PROPOSED SPRINT ANTENNAS
(TYP OF 3)
Y
CDo
-I I
U
J
SECTOR: 1
AZIMUTH: 345'
0
a+ i
> a
p
OMM/HH
o
W U
J
PROPOSED SPRINT ANTENNAS
(TYP OF 3)
Y
CDo
-I I
U
J
PROPOSED SPRINT
RRU'S (TYP OF 9)
IF -S
cc
4 -- —
TEMPORARY ANTENNA LAYOUT
GvcT�I -------- --- ,.-NTENN—
FINAL ANTENNA LAYOUT
00
SECTOR: 2
AZIMUTH: 110'
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
I
PP
ERICSSON
6100 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
SSc
9900 Wes11091h Sbee4 Suite 300
Owdend Perk, Kansas 66210
Phone 913438-7700 Fez: 913-438-7777
STATE OF ARKANSAS
CERTIFICATE OF AUTHORIZATION P 74
RESPONSIBLE ENGNEERi
MLO MICHAEL OWENS13458 STRUCTURAUCIVIL
TMS T[RROMEM SUPER 9717 ELECTRICAL
NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE
SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER
FOR THEIR CONFIDENTIAL USE ONLY, AND INCONSIDERATION
OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES
AND AGREES TO RETURN IT UPON REDDEST AND AGREES THAT
IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DESIGNER R A. NAS
LEAD BE: T. SUPER
LEAD CEISE: M OVVENS
SUBMITTALS
NO. DATE DESCRIPTION B'
A 1 10/25/121 ISSUED FOR RENEW RP
SITE NAME
DEN W ROAD/
KANIS ROAD
SITE NUMBER
LR03XCO74
SITE ADDRESS
704 KIRK ROAD
LITTLE ROCK, ARKANSAS
72211
SHEET TITLE
ANTENNA PLANS
SHEET NUMBER
A-4
SECTOR: 2
AZIMUTH: 110"
OMM/HH
-`i /1g0p
'14Nr
SECTOR: 3
AZIMUTH: 265'
GPGy
�FCq
PROPOSED SPRINT
RRU'S (TYP OF 9)
IF -S
cc
4 -- —
TEMPORARY ANTENNA LAYOUT
GvcT�I -------- --- ,.-NTENN—
FINAL ANTENNA LAYOUT
00
SECTOR: 2
AZIMUTH: 110'
Sprint
6580 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
I
PP
ERICSSON
6100 SPRINT PARKWAY
OVERLAND PARK, KANSAS 66251
SSc
9900 Wes11091h Sbee4 Suite 300
Owdend Perk, Kansas 66210
Phone 913438-7700 Fez: 913-438-7777
STATE OF ARKANSAS
CERTIFICATE OF AUTHORIZATION P 74
RESPONSIBLE ENGNEERi
MLO MICHAEL OWENS13458 STRUCTURAUCIVIL
TMS T[RROMEM SUPER 9717 ELECTRICAL
NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE
SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER
FOR THEIR CONFIDENTIAL USE ONLY, AND INCONSIDERATION
OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES
AND AGREES TO RETURN IT UPON REDDEST AND AGREES THAT
IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
DESIGNER R A. NAS
LEAD BE: T. SUPER
LEAD CEISE: M OVVENS
SUBMITTALS
NO. DATE DESCRIPTION B'
A 1 10/25/121 ISSUED FOR RENEW RP
SITE NAME
DEN W ROAD/
KANIS ROAD
SITE NUMBER
LR03XCO74
SITE ADDRESS
704 KIRK ROAD
LITTLE ROCK, ARKANSAS
72211
SHEET TITLE
ANTENNA PLANS
SHEET NUMBER
A-4