Time Warner-PT120710 Pagel of 4
COPPE LL
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trt uED DRY BORE/STREET CUT/SAW CUT PERMIT APPLICATION
FOR WORK IN 06-213- i PO 1 9 R
AY RIGHT-OF-WAY/EASEMENT
Submit permit application to the Engineering Dept.,Town Center,255 Parkway Blvd.or by e-mail to engineer@coppelltx.gov(see button below)
Date Submitted:6/27/12 Work Order 4 (if applicable)
PERMIT FEE: $100.00
(No charge to Utility Companies with approved Franchise/ROW Use Agreement)
n Plans provided and approved
(Erosion Control/safety fences must be installed prior to beginning work)
Project Name/ Location: 876650 - Copp .'11 N' Pa/77)4i ri* .r3uwiJ eaa-M)
Company Name: Mc'rjah Technologies Inc
Address: Po Box 1309 Van Aistyne, TX 75495
Telephone #:903-482°6600 Emergency Telephone#:903-919-26
Permit issued to (Contractor Name) Woody Howard
11.81.1110
Utility Company Represented:
Oncor Electric Delivery C Atmos Energy C Verizon C SBC/AT&T
Time Warner Cable C CoSery Electric/Gas C Other* J
*If"Other"is checked,please note that franchise or right-of-way use agreements will be required.
General Description of Work(provide copy of approved plans :
installation of (2) new 18"x24" cable vaults tied together with (1) new C2"
Was contact made with City and/or utility companies to locate existing utilities?
if NO,Reason: Yes C: No
Is removal of existing streets,alleys,or sidewalks necessary? Yes C No (a'
if YES,must have City inspection prior to concrete replacement
A COPY OF THE APPROVED PERMIT MUST BE ON THE JOB SITE AT ALL TIMES.
'MO
ay Bore/Street Cut/Saw Cut Permit Paqof 4
Representative(s)of the Contractor must adhere to all construction standards approved by the City of Coppell, which
includes but is not limited to: Erosion Control Ordinance,compaction requirements(density tests may be required at
the applicants expense)and barricading according to the Texas Manual on Uniform Traffic Control Devices. Area(s)
affected must be restored to as good condition as before the commencement of work (grading, drainage,
vegetation,and erosion control).
"-Any excavation requiring closing of a street/alley must be reported prior to closing to the following:
Police Department @ 972-304-3600
Fire Department @ 972-304-3512
Street Department @ 972-462-5150
Engineering Department @ 972-304-3679
Attach barricade plan/trench safety plan if a lane or street closure is required.
NOTE: Street closures are allowed from 9:00 a.m.until 4:00 p.m.ONLY unless otherwise approved by City
Engineer.
%Attach Work Order(franchise only).
Contact must be made with City and utility companies to locate existing utilities 48 hours prior to beginning of
work.
Printing your name indicates your acceptance of the terms and co°.editions of this form:
Chad Steinhoff 6/27/12
Signature of Utility Company Representative Date
Woody Howard 6/27/12
Signature of Contractor Representative Date
--_ `.1
Signatu - .f 'ty Representative Date
(Application with signatures needs to be submitted to the Engineering Department before approval.)
.-Comments: Kevin Price with the City of Coppell ?arks Dept has done a site ty
Y NOTE: Notify City inspector at 972-304-3679 prior to beginning work and prior to backfill for concrete,trench,ditch and
open pit inspections. Backfill must meet all construction standards approved by the City of
Coppell.
Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim, demand or
cause of action that may be made or come against it by reason of or if any way arising out of the closure, bloczing,
excavating,cutting, tunneling, or other work by the applicant under permit from the City, if such permit is granted.
PREPARED FOR:
PROJECT NAME: NETWORK VISION MMBTS LAUNCH
SITE NAME: F3-(E)(P2) ANDY BROWN JR. PARK Sprint
SITE NUMBER: DA54XC329 "
CROWN CASTLE SITE NUMBER: BU 876650 1 INTERNATIONAL BOULEVARD
Sprint® STRUCTURE TYPE: MONOPOLE SURE 0
MARKET: DFW
LEGAL DESCRIPTION: CLARINDA SQUIRES ABST 1327 CONSULTANT:
MAHWAH, N.J.J. 0 7495
,HM PG 155 TR 5 ACS 33.3789
VOL86051/1829 CO-DC
1327155100500 11865132715 ALLPRO
THESE DRAWINGS ARE PREPARED BASED ON RFDS REVISION V2, DATED 1/4/12. GENERAL
CONTRACTOR TO VERIFY AND INCORPORATE MOST RECENT VERSION OF THE RFDS WITH ERICSSON
PRIOR TO CONSTRUCTION. G.C. TO USE THE MOST CURRENT RFDS. CONSULTING GROUP,INC.
9221 LYNDON 13 JOHNSON FREEWAY
PROJECT SUMMARY DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS SUITE 204,DALLAS,TX 75243
PHONE:972-231-8893
FAX,866-364-8375
DEPART DALLAS/FT WORTH INTERNATIONAL AIRPORT •SITE GENERAL ARRANGEMENT PLANS WW'W.ALLPR000I.coM,
SITE NAME: F3-(E)(P2) ANDY BROWN JR. PARK ON LOCAL ROAD(S) KEEP LEFT ONTO RAMP*TOLL ,y T-1 TITLE SHEET FIRM REGISTRATION#8242
ROAD* MERGE ONTO SR-97 SPUR [INTERNATIONAL '^ ACGI H 11-4694
SITE NUMBER: BU 876650 PKWY N]STAY ON SR-97 SPUR [INTERNATIONAL PKWY .„, GENERAL NOTES
911 ADDRESS: 364 N. DENTON TAP ROAD N] (NORTH)ROAD NAME CHANGES TO SR-121 "n'"` s- SITE NAME:
COPPELL, TX 75019 [INTERNATIONAL PKWY]TURN RIGHT (SOUTH) ONTO N _ _ T-3 GENERAL NOTES F3-(E)(P2) ANDY
APN#: 65132715510050000 DENTON TAP RDTURN LEFT (EAST) ONTO LOCAL I - p
ROAD(S)TURN LEFT (NORTH) ONTO N DENTON TAP T-4 GENERAL NOTES BROWN JR PARK
LATITUDE: 3751'23.86" N RDARRIVE 364 N DENTON TAP RD, COPPELL, TX
LONGITUDE: 96'52'56.96" W 75019 ARCHITECTURAL / CIVIL PLANS _ SITE NUMBER:
GROUND ELEVATION: 456' AMSL A-1 OVERALL SITE PLAN DA54XC329
JURISDICTION: DALLAS COUNTY CONTACTS A 2 ENLARGE SITE PLAN
ZONING: PARK ;n.- ' SITE ----.•,•-- ^• CROWN CASTLE SITE NUMBER:
APPLICANT: A-3 EQUIPMENT SITE PLANS BU 876650
SPRINT PCS - k A-4 SITE ELEVATION
SCOPE OF WORK 1 INTERNATIONAL BOULEVARD SITE ADDRESS:
A-5 EQUIPMENT SCHEDULE & RFDS
SUITE #800 364 N. DENTON TAP RD.
MAHWAH, N.J. 07495 . . A-6 ANTENNA PLUMBING DIAGRAM COPPELL, TX 75019
1) THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR 201-684-4000 A-7 ENLARGED ANTENNA PLANS & COAX RUN DIAGRAM DALLAS COUNTY
HUMAN OCCUPANCY
PRIME CONTRACTOR: STAMP:
2) THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING A-8 (E) COLOR CODING
WIRELESS INSTALLATION: ERICSSON APPROVALS
A. REMOVAL ALL EXISTING METROCELL EQUIPMENT CABINET 6300 LEGACY DRIVE A-9 NEW COLOR CODING !� ! \\V,
B. INSTALLATION OF NEW EQUIPMENT CABINET PLANO, TEXAS 75024, USA
A-10 DETAILS ` lF T40-1 1
C. REMOVAL OF EXISTING ANTENNAS PHONE: 972-583-0927 1 �+
D. INSTALLATION OF NEW ANTENNAS
SITE ACQUISITION MANAGER: A-11 DETAILS . '••. ,411
E. INSTALLATION OF NEW RRUS (REMOTE RADIO UNITS)
AUSTIN BLAIR * .' 1\ •••.
F INSTALLATION OF GIPS ANTENNA /* � •� *
G. INSTALLATION OF NEW HYBRID CABLE 806-392-6631 SPRINT REPRESENTATIVE DATE /•
CONSTRUCTION MANGER: ELECTRICAL PLANS
MICHAEL WHALEY /• RAJESH SEHGAL 0
972-583-5392 SPRINT RF ENGINEERING DATE E 1 ELECTRICAL PLAN & DETAILS I0 88639 (�•.,(•)` %
RF ENGINEER: E-2 POWER/TELCO DIAGRAMS °O �; /
GARY PEARCE E-3 GROUNDING PLANS l o,‹,•• t �.•• „,,
gory.pearce�ericsson.com SITE OWNER DATE l\ SSONAL '1""
APPLICABLE CODES & STANDARDS E-4 ELECTRICAL DETAILS 'w∎\`∎∎"616-
TOWER OWNER: E-5 GROUNDING DETAILS
CROWN CASTLE SPRINT CONSTRUCTION MANAGER DATE
- INTERNATIONAL BUILDING CODE, 2006 EDITION AS ADOPTED BY LOCAL CONTACT: LYNN HAGOOD E-6 GROUNDING DETAILS 6/20/12
JURISDICTION. SITE ID: 876650 •
DRAWN BY: TD
- NATIONAL ELECTRICAL CODE, 2008 EDITION AS ADOPTED BY LOCAL 600 E JOHN CARPENTER FWY., STE 110 ERICSSON DATE APPROVED BY: JG
JURISDICTION. IRVING, TX 75062 NOTE: DRAWING SCALES ARE FOR 22"X34" SHEETS UNLESS OTHERWISE DATE DRAWN: 09/02/11
- UNIFORM MECHANICAL CODE, 2006 EDITION AS ADOPTED BY LOCAL PHONE: 972-374-4273 THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS NOTED.
JURISDICTION. AND AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION REVISION
- INTERNATIONAL ENERGY CONSERVATION CODE, 2009 EDITION AS DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE NO DESCRIPTION BY DATE
ADOPTED BY LOCAL JURISDICTION. ARCHITECT/ENGINEER: LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR A SUBMISSION: 90% CD TD 09/02/11
ALLPRO CONSULTING GROUP, INC. MODIFICATIONS.
9221 LYNDON B. JOHNSON FREEWAY, 4:.4Vms_ 0 100% CD PER R.L. SC 10/11/11
SUITE 204 SITE ACCESS PROCEDURES 1 00%CD(SAM & CM) SC 11/18/11
DALLAS, TX 75243 2 100%CD-IFC UPDATE SC 1/5/12
CONTACT: JOJI M. GEORGE P.E. (BU 876650) IS ACCESSIBLE FROM 364 N. DENTON TAP ROAD 2 100'.00 IFC RRU MOUNT JM 02/17/12
OFFICE: 972-231-8893 SITE LOCK COMBINATIONS: 2001 (CROWN DALLAS) Iexas 811 3 100%CO IFC CITY RL JS 6/20/12
FAX: 866-364-8375 SHEET TITLE:
TELEPHONE COMPANY: �y TITLE SHEET
FIBERTOWER Q&Ali Know what's below.
972-543-6013 Call NUMBER:
POWER COMPANY: Call before you dig.
TXU T-1
800-368-1398
PREPARED FOR:
ABBREVIATIONS
AFF ABOVE FINISHED FLOOR k9l',,Yes
AGL ABOVE GRADE LEVEL lR
AMSL ABOVE MEAN SEA LEVEL
A AWG X AMERICAN WIRE GAUGE FIBER SOW Sprint
BLDG BUILDING STARTING FROM THE EXISTING TWC FIBER VAULT
BTS BASE TRANSMISSION STATION 1 INTERNATIONAL BOULEVARD
CLR CLEAR BORE 2" W/TRACER 82'+ EAST UNDER EXISTING SUITE #800
COL COLUMN
CONC CONCRETE PARKING LOT, PLACE A 18"X24" FIBER VAULT @ MAHWAH, N.J. 07495
CND DRAWING THE END OF BORE NEXT TO SIDEWALK, BORE 2"
ET E B FOOT GROUND BAR W/TRACER 93'+ NNE PARALLEL TO CONCESSION (E) BUILDING CONSULTANT:
ELEC ELECTRICAL STAND, PLACE A 18"X24" FIBER VAULT @ THE
EMT ELECTRICAL METAWC TUBING
ELEV ELEVATION END OF BORE, TRENCH 27'+ FOR (1) 2" PVC,
EQUIP EQUIPMENT
(E) EXISTING STUB 2" CONDUIT (Sc PLACE AN LB TO PENETRATE ALLPRO
ED EXTERIOR
FND FOUNDATION
BRICK WALK, PLACE CONTINUOUS MULE TAPE IN CONDUITS.
F FIBER CONSULTING GROUP,INC.
GA GAUGE (E) BUILDING 9221 LYNDON B JOHNSON FREEWAY
GALV GALVANIZED SUITE 204,DALLAS,TX 75243
GPS GLOBAL POSITIONING SYSTEM PHONE 972-231-8893
GND GROUND
FAX:
LTE LONG TERM EVOLUTION
MAX MAXIMUM GTR000NGO
FIRRM M REGISTRATION 8 8242
MFR MANUFACTURER ACGI # 11-4694
MGB MASTER GROUND BAR
MIN MINIMUM SITE NAME:
N.T.S. NOT TO SCALE F3-(E)(P2) ANDY
0.C. ON CENTER
OE/OT OVERHEAD ELECTRIC/TELCO BROWN JR PARK
PPC POWER PROTECTION CABINET
RBS RADIO BASED STATION SITE NUMBER:
RRU REMOTE RADIO UNIT
RGS RIGID GALVANIZED STEEL DA54XC329
IN INCH(ES)
INT INTERIOR CROWN CASTLE SITE NUMBER:
LB(S) or POUND(S) B U 876650
SF SQUARE FOOT
STL STEEL
TYP TYPICAL INSTALL (1) 18"X24" FIBER VAULT SITE ADDRESS:
UE/UT UNDERGROUND ELECTRIC/TELCO 364 N. DENTON TAP RD.
UNO UNLESS NOTED OTHERWISE (E) MONOPOLE W/ COPPELL, TX 75019
VIF VERIFY IN FIELD SPRINT ANTENNAS DALLAS COUNTY
W/ WITH - SEE ANTENNA PLAN
XFMR TRANSFORMER STAMP:
INSTALL (1) 2" PVC CONDUIT TRENCHED 27'± `*%(! \\\‘
(E) SPRINT EQUIPMENT ,b`�/.F I,l�4
0NSEEE ENLARGED PLAN * +,"• `I� •••"•;CSY*a
(E) 14'x28' t •�' •• * #
o SPRINT LEASE AREA 0
SYMBOLS / RAJESH SEHGAL /
g `/ NEW FIBER TO ROUTE FROM NEW MV BOX 4•
l ON WALL OF ENCLOSURE TO TELCO BOX THEN THROUGH , 88639 i�
m REVISION (E) PARKING LOT o -1 `' AT&T EQUIPMENT ROOM TO EXISTING TWC VAULT BESIDE ' �/
w T-MOBLE ENCLOSURE. TWC TO ROUTE NEW FIBER FROM 0�10'•.CCENS�:,WORK POINT o EXISTING VAULT AND CONDUIT TO TWC VAULT AT �r UTILITY POLE z 2" W/TRACE' BORE RUN 93'f EASMENT BY DENTON TAP ROAD �kk 319:ONAL '.�D� 0A BRICK \\■■■
•ir•••k.t.4 COMPRESSED STONE EXIST G X TWC FIBER VAUL ` 6/20/12
I '''r; CONCRETE �` (E) T-MOBILE EQUIP. ENCLOSURE DRAWN BY: TD
�� EARTH 2" W/TRACE' c II¢ 82'± • (E) TWC FIBER VAULT APPROVED BY: JG
00000 000 0"0 (MEET ME POINT)
�o o 0 0 GRAVEL INSTALL (1) 180(24" FIBER AULT - DATE DRAWN: 09/02/11
r� A MASONRY
REVISION
V///� STEEL NO DESCRIPTION BY DATE
CENTERLINE A SUBMISSION: 90% CD TD 09/02/11
PROPERTY LINE 0 100% CD PER R.L. SC 10/11/11
1 100%CD(SAM & CM) SC 11/18/11
LEASE UNE 2 100%CD—IFC UPDATE SC 1/5/12
EASEMENT UNE - 2 100%CD IFC RRU MOUNT JM 02/17/12
- CHAIN LINK FENCE 3 100%CD IFC CITY RL JS 6/20/12
❑ ❑ - WOOD FENCE
-
SHEET TITLE:
UE UNDERGROUND ELECTRIC ,
n I OVERALL SITE PLAN
OVERALL SITE PLAN
UT UNDERGROUND TELEPHONE FULL SIZE PLOT: SCALE: 1" = 60'-0"
OE/OT OVERHEAD ELECTRIC/TELEPHONE SHEET NUMBER:
TRUE HALF SIZE PLOT: SCALE: 1" 120'-0"
NORTH 126121i1=1 A 1
0 30' 60' 120'
PREPARED FOR:
ABBREVIATIONS ;0s
AFF ABOVE FINISHED FLOOR ���
AGL ABOVE GRADE LEVEL • �'
AMSL ABOVE MEAN SEA LEVEL
A
\ >
PPROX APPROXIMATE Sprint'
AWG AMERICAN WIRE GAUGE (E) MONOPOLE W/
BLDG BUILDING SPRINT ANTENNAS
BTS B.�TRANSMISSION STATION - SEE ANTENNA PLAN �`n�o o 1 INTERNATIONAL BOULEVARD
CLR COL COLUMN �, "1�� SUITE #800
CONC CONCRETE j �� MAHWAH, N.J. 07495
CND CONDUIT
DWG DRAWING •^ O /'� �'
FT FOOT (FEET) C •� CONSULTANT:
EGB EQUIPMENT GROUND BAR 4t •-,
ELEC ELECTRICAL / ►�
EMT ELECTRICAL METAWC TUBING •*
ELEV ELEVATION
EQUIP EQUIPMENT
(E) EXISTING
`■`C ALLPRO
EXT EXTERIOR '�`�
END FOUNDATION
F FBER . CONSULTING GROUP,INC.
Lv GAUGE GLOBAL POSITIONING SYSTEM PHONE:972-231-8893
GND GROUND FAX:866-364-8375
LTE LONG TERM EVOLUTION WNW.ALLPR000LCCM,
MAX MAXIMUM FIRM REGISTRATION#8242
MFR MANUFACTURER ACGI 11-4694
MGB MASTER GROUND BAR ' 27'-2" ����� r:-'
MIN MINIMUM 'S �� ��i SITE NAME:
N.T.S. NOT TO SCALE oa F3—(E)(P2) ANDY
O.C. ON CENTER o� • itiMillFi` i BROWN JR PARK
OE/OT OVERHEAD ELECTRIC/TELCO ;
PPC POWER PROTECTION CABINET
RBS RADIO BASED STATION INSTALL (1) 18"X24" FIBER VAULT I I •t�`�/ SITE NUMBER:
RRU REMOTE RADIO UNIT
RGS RIGID GALVANIZED STEEL \ O r �, DA54XC329
IN INCH(ES) v �N >. *� (E) MONOPOLE WITH
INT INTERIOR \ N `// C ANTENNAS BY OTHERS CROWN CASTLE SITE NUMBER:
LB(S) Or # POUND(S) N � OINSTALL (1) 2" PVC BU 876650
SF SQUARE FOOT N x N N Nik CONDUIT TRENCHED 2T± NEW CONDUIT FOR -48VDC
STL STEEL NEW (3) 1-3/16" HYBRID CABLE ` ` POWER FROM MV CABINET
TYP TYPICAL (1) PER SECTOR (ROUTED INSIDE) \ k;% TO BBS SITE
TONTDEN ADDRESS: RD.
UE/UT UNDERGROUND ELECTRIC/TELCO (REFER 3/A-11) \ NEW MV CABINET 364
UNO UNLESS NOTED OTHERWISE MOUNTED TO CMU WALL COPPELL, TX 75019
VIF VERIFY IN FIELD
W/ WITH S DALLAS COUNTY
XFMR TRANSFORMER (E) GPS ANTENNA STAMP:
(TO BE REMOVED) 10'-6" (E) TIME WARNER CABINET '
NEW GPS ANTENNA I _
(REFER 4/A-10) , ��< / "��
NEW SPRINT EQUIPMENT C�
- SEE EQUIPMENT PLAN l,+,■ . 1 1
-mini ,.....omr.,-, ,( :-/ ,\
SYMBOLS RBS BBS �? rr� NEW (1) 1-1/4"d FLEX CONDUIT ROUTED FOR FIBER II' RAJESH BENGAL
FROM MV CABINET TO (E) TELCO CABINET .
°= USING LIQUID-TIGHT CONDUIT & NIPPLE CONNECTORS 0. 88639
(E) 16'x28' SPRINT LEASE ==�'::= =?g?= =?_ •
m REVISION AREA WITH CMU WALL I /\ = E__= �'
WORK POINT ( ) / \Lin3 -.e== P� ��+1�^ tIYJ��.� �/•
�Q UTILITY POLE L/ NEW -=! sri ONDUIT \J _EM=_ tl^\C\p`==.:•''.
������y��������OA BRICK ° Re gac =?" FROM a a fill) i
i. rri COMPRESSED STONE " RBS CABIN=-._ae.Ta'3 BINET
E===E I_I - 6/20/12
E GRATING COVER ° _
I CONCRETE FOR UNDERGROUND- --J.r' $ DRAWN BY: TD
EARTH CW CONDUIT ° $- - \ APPROVED BY: JG
ko°o°o°o°o°o°o°`1 GRAVEL DATE DRAWN: 09/02/11
��������A MASONRY 2" W/TRACER BORE RUN 93'± NEW (1) 2'd RGS CONDUIT za
/�'//// STEEL ROUTED FOR FIBER FROM 7 NO DESCRIPTION REVISION
/A BY DATE
RBS CABINET TO (E)TELCO CABINET L A SUBMISSION: 90% CD TD 09/02/11
— — — CENTERLINE -
—--—--— PROPERTY LINE F I4 (E) 4'-0"ACCESS GATE 0 100% CD PER R.L. SC 10/11/11
i ( 1 100%CD(SAM & CM) SC 11/18/11
------ LEASE UNE I__ 2 100%CD-IFC UPDATE SC 1/5/12
—•— — —•— EASEMENT UNE 2 100%CD WC RRU MOUNT JM 02/17/12
(E) GRATE 3 100XCD IFC CITY RL JS 6/20/12
X CHAIN LINK FENCE T (E) SHELTER OVER CABLES (E) TELCO CABINET (E) POWER CABINET
I I l I- WOOD FENCE SHEET TITLE:
UNDERGROUND TELEPHONE SITE PLAN ENLARGED SITE PLAN
UNDERGROUND TELEPHONE , 1
OE/OT OVERHEAD ELECTRIC/TELEPHONE FULL SIZE PLOT: SCALE: 3/8" = 1'-O'
TRUE HALF SRE PLOT: SCALE: 3/16" = 1'-0" SHEET NUMBER:
NORTH ® A-2
0 1' 2' 4'
PREPARED FOR:
NOTES:
1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE LENGTHS.
NOTE 2. ALL MAIN CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS.
SPRINT'S TOWER PLATFORMS,ARMS,AND ALL OTHER ASPECTS OF THE STRUCTURE 3. COLOR CODE ALL ANTENNA AND COAX WITH 2" WIDE BANDS OF COLORED TAPE WITH 1"
THAT WILL SUPPORT THE SPRINT NETWORK VISION EQUPAENT DEPLOMENT ARE SEPARATION BETWEEN BANDS. S
STRUCTURALLY SOUND FOR THE PLANNED LOAD, 4. COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1" WIDE BANDS OF COLORED TAPE WITH
1/2" SEPARATION BETWEEN BANDS.
5. START COLOR BANDS 2* BEYOND WEATHERPROOFING.
HYBRID CABLE SCHEDULE 6. START SECTOR COLOR NEXT TO END CONNECTOR. 1 INTERNATIONAL BOULEVARD
7. ALL MNN CABLES WILL BE GROUNDED W/COAXIAL CABLE GROUND KITS AT: SUITE #800
SECTOR ALPHA BETA GAMMA • THE ANTENNA LEVEL
• MID LEVEL IF TOWER IS OVER 200' MAHWAH, N.J. 07495
HORIZONTAL 155'± 155'± 155'± • BASE OF TOWER PRIOR TO TURNING HORIZONTAL
• TERMINATION OF COAX LINES TO JUMPERS
VERTICAL 85'± 85'± 85'± 8. ALL NEW GROUND BAR DOWNLEADS ARE TO BE CADWELDED TO THE EXISTING ADJACENT GROUND 'CONSULTANT:
10% EXTRA +107. +10% +10% BAR DOWNLEADS A MINIMUM DISTANCE OF 4FT BELOW GROUND BAR (IF APPLICABLE)
9. PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF WiMAX COAX GROUND KITS
TOTAL 265'± 265'± 265'±
COAXIAL ANTENNA CABLE NOTES:
*ALL DIMENSIONS SHOULD BE FIELD VERIFIED 1. THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING L L P R 0
SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE
TOTAL OVERALL HEIGHT PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY
v91'A.G.L. (RF) ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE/
2. THE COAXLAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING CONSULTING GROUP,INC.
�(E) CLEARWIRE MW 0ISH NEW ANTENNAS PER RF SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN REFLECTOMETER (TOR) TESTS TO VERIFY CABLE LENGTH 9221LYNDONBJOHNSONFREEWAY
SURE 200,DALLAS,TX 7E243
89'A.G.L. DATA SHEET TO REPLACE AND TO CHECK FOR WATER DAMAGE. PHONE:972-231-8893
3. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS.
w'TOP OF MONOPOLE (E) SPRINT ANTENNAS FAX 866-364-8375
85'A.G.L. \ 1 I,, 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION UNE WILL BE 1/2• JUMPERS AND WWW.ALLPROCGI.COM,
RAD CENTER OF SPRINT ANTENNAS/\ (REFER 2/A-4 - 2/A-11) SHALL NOT EXCEED 6'-0". MAXIMUM LENGTH FOR THE JUMPERS AT LTE BTS UNITS WILL BE FIRM REGISTRATION#8242
Qi RRU'S 6'-0". ACGI # 11-4694
T 85'A.G.L. l- -ill NEW RRU'S PER RF 5. IF COAX IS BEING RE-USED FOR THIS INSTALLATION, PRE AND POST ANTENNA LINE SWEEPS ARE -
DATA SHEET ON NEW REQUIRED. SITE NAME:
VALMONT MONOPOLE CHAIN 6. UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD CENTER AND TOP OF F3-(E)(P2) ANDY
SON RRUS-11 MOUNT WI PART (#81639 ANTENNA.
-DIMENSIONS (H x W x D): TRIPLE SECTOR) W/(3) NEW ANTENNA MOUNTING NOTES: BROWN JR PARK
2" X-STR (2.375. OD X
17.8"x 17.0" x 7.2" (INCLUDES SUNSHIELD) 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT
0.218• W) 108" PIPE MOUNT SITE NUMBER:
-WEIGHT: 55 LBS EXISTING STADIUM LIGHTS 8 _111 iII OR EQUIVALENT
ANSI/EW/TIA-222; APPENDIX B FOR WIND LOADING: SITE STANDARDS FOR STEEL ANTENNA
-CLIMATE: -40'C TO +55'C74'A G.L TOWERS AND ANTENNA SUPPORTING STRUCTURES" OR APPLICABLE LOCAL CODES.
(SELF CONVECTION SILENT, NO FANS, IP55) 04o I/y it (REFER 2/A-4 2/A-11) DA54XC329
2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123
-POWER CONSUMPTION: 200 WATTS (TYP.) °o°e°eo° "ZINC (HOT-DIPPED GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE CROWN CASTLE SITE NUMBER:
I` (E) MONOPOLE NOTED.
�p1/.(� ` 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH BU 876650
yyy_---ON RRUS-1Z ee °°o ASTM A153 "ZINC-COATING (HOT DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE
-DIMENSIONS (H x W x D): °O NOTED. SITE ADDRESS:
18.2" x 17.8" x 8" (INCLUDES SUNSHIELD) -= 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH 364 N. DENTON TAP RD.
-WEIGHT: 60 LBS . .5 ASTM A780• COPPELL, TX 75019
-CLIMATE: -40"C TO +55'C ;-_�5=e=== 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG DALLAS COUNTY
(SELF CONVECTION SILENT. NO FANS, IP55) o_ E 3 TIGHT.
-POWER CONSUMPTION: 200 WATTS (TYP.) -1..,Z=7",-1:-.:-.-::::= 6. MINIMUM HORIZONTAL SPACING SHALL BE 2'-0" BETWEEN ALL.ANTENNAS. STAMP:
RRUS CAN ONLY BE 1-;.:-.-: / 1. ALL AZIMUTHS ARE TO BE ESUBLISIED CLOCKWISE FROU THE TRITE NORTH HEADING.
4b- / \\�
PAINTED ON SOLAR SHIELD. 0
2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAD CENTER Ni D ORIENTATIONS WITH SPRINT PCS r,1 /SF Ty k
PRIOR TO MSTALLABON OF ANTENNAS. �
I'+, •
3. PRIOR TO ATTACHING MO FIOIINTNG SECTORS, DOSING TOWER AID TOWER � '),.- ••••'��+
FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS ,t •t
CAPABLE OF SUPPORTING TIE PROPSED LOADS REFER 10 STRUCTURAL ANALYSIS BY OTHERS. eA* ii /\ .. *
3 RRUS DETAIL 4. CONTRACTOR SFAALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDRIONAL LOADS, ND F
N.T.S. NEW (3) 1-3/16" HYBRID CABLE ERECTION OR MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL / RAJESH SEHGAL ,
(1) PER SECTOR (ROUTED INSIDE) ENGINEER
(REFER 3/A-11) , 88639 i�
IICONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH RF WAI 1NG SIGNAGE& EMERGENCY
SIGNAOE AS REQUIRED BY THE FEDERAL GUTDELNES CONTANED W NN OET 65 BULLETIN &AS 0 % S � • �'
\- NEW SPRINT PER SPRINT GIIDELNES. TONAL
r : EQUIPMENT ON
L VII' (E) CONC. PAD
R R 3 A-10 6/20/12
IU11IIIhu.. (REFER / ) DRAWN BY: TD
1.11111.11111111••,
iii n u r'ctiiiuili.I .,.. APPROVED BY: JG
12 1 It I RIM 11II1111111I11 MITI A,..
_ :-,a (E) CMU WALL DATE DRAWN: 0 9/02/1 1
___�� REVISION
1- ="' =- -__ NO DESCRIPTION BY DATE
° _ A SUBMISSION: 90% CD TO 09/02/11
Lo = =°•�
0 100% CD PER R.L. SC 10/11/11
__ 1 100%CD(SAM & CM) SC 1 1/18/1 1
94IIS8d 2 100%CD-IFC UPDATE SC 1/5/12
(E) COAX VAULT - -.� � 2 100%CD WC RRU MOUNT JM 02/17/12
3 100%CD IFC CITY RL JS 6/20/12
MANUFACTURER: RFS
MODEL: APXVERR18-C
WEIGHT W/O MOUNTING HARDWARE: 55 LBS SHEET TITLE:
DIMENSIONS: HxWxo: 72.0•x11.8•x7.0 ITE ELEVATION SITE ELEVATION &
FREQUENCY: REFER TO RF DATA SHEET Al 1 / ANTENNA DETAILS
FULL SIZE PLOT: SCALE: 1 8" = 1'-0"
FRONT 51DE HALF SIZE PLOT: SCALE: 1/16W = 1'-O'
SHEET NUMBER: A
2 ANTENNA DETAIL 0 inini
2' 4' 8' 16' A-4
SCALE:3/4- = 1'-0"'