HomeMy WebLinkAboutZ-6560-D MapEXISTING LIGHTNING ROD
EXISTING ANTENNAS
(OTHER CARRIER, TYP.)
PROPOSED (3) NEW DAP
HEADS (1 PER SECTOR, 3
SECIORS TOTAL) MOUNTED
BEHIND ANTENNAS
PROPOSED TOWER ELEVATION
NOT TO SCALE
PROPOSED (3) NEW
CLEARWIRE ANTENNAS
(1 PER SECTOR, 3
SECTORS TOTAL) ON
NrW T_AR1U UnIINT-
PROPOSED (3) NEW DAP—/
HEADS (1 PER SECTOR, 3
SECTORS TOTAL) MOUNTED
BEHIND ANTENNAS
SECTOR
SECTOR A 0'
SUPPORT
PROPOSED T—ARM
MOUNT (TYP. 3)
112U
PROPOSED ANTENNA ORIENTATION
NOT TO SCALE
POWER AND FIBER
CABLES TO DAP
HEAD. SECURE
CABLES TOGETHER
WITH CLEARWIRE
APPROVED
ELECTRICAL TAPE
ATTACH TO TOWER �
LEG PER CLEARWIRE
INSTALLATION GUIDE,
LATEST EDITION
2' INNERDUCT
TOWER LEG
TOP OF TOWER DAP HEADS
ON DUAL MOUNT BRACKET
MOUNTED TO PIPE MAST
COAX CABLE AND ANTENNA—NOTES'
1. SEE DRAWING C1 FOR SITE LAYOUT.
2. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA
SUPPORT ASSEMBLIES SHALL CONFORM TO AS1W A307 OR ASTM
A36. ALL STRUCTURAL FASTENERS FOR STEEL FRAMING SHALL
CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8' MIN. DIA
BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM
THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS
SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE
EXPANSIDN ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS
OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE
STAINLESS STEEL.
3, USING CLEARWIRE AND CONTRACTOR FURNISHED MATERIALS.
THE CONTRACTOR SHALL INSTALL ALL CONNECTION HARDWARE
REOUIREO TO SECURE THE CABLES. CONNECTION HARDWARE
SHALL BE STAINLESS STEEL.
4. CONTRACTOR SHALL INSTALL CABLES AS SHOWN ON
DRAWING'S. W4CH SHALL BE 1N COMPLIANCE WITH TOWER
OWNER'S STRUCTURAL ANALYSIS REPORT. AKY DISCREPANCIES
SHALL IMMEOIIATESLY BE BROUGHT TO THE ATTENTION OF THE
ERICSSON CONSTRUCTION MANAGER.
5, PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS
FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE
THROUGHOUT.
6. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING AND
SUPPLYING SaFT COPIES OF SWEEP TEST REPORTS PER THE
CLEARWIRE ANTENNA SYSTEM SWEEP MOP, LATEST VERSION.
CONTRACTOR SHALL SUBMIT SOFT COPIES TO ERICSSON
CONSTRUCTION MANAGER WITHIN 24 HOUR'S OF SUCCESSFUL
COMPLETION. CONTRACTOR SHALL INCLUDE SOFT COPY OF
AMTEN14A SYSTEM SWEEPS TO ERICSSON CONSTRUCTION
MANAGER AS PART OF THE CLOSEOUT PACKAGE.
7. THE CONTRACTOR IS RESPONSIBLE FOR TESTING THE FIBER
GABLES PER CLEARWIRE FIELD TECHNICIAN'S HANDBOOK, PRIOR
TO REMOVAL FROM REEL AND POST—INSTALLATION BUT PRIOR
TO FINAL TERMINATIONS.
8. ANTENNA CABLE LENGTHS HAVE BEEN DRDERED BASED ON
64' LONG 3"0 PIPE
PROPOSED NEW
MAST WITH CAPS ON
CONDITIDNS An CONFIRM TO ERICSSON THAT CABLE LENGTHS
FIBER CABLE MODEL
AN
ANTENNAS TENNAS (1 PER
BOTH ENDS
CABLE MATERIALS, PRIOR TO CONSTRUCTION.
- PANEL ANTENNA
MOUNTED AND
SECTOR, 3 SECTORS TOTAL)
-H
INSTALLATION GUIDE, LATEST VERSION: EACH FRU CABLE SHALL
ON NEW T ARM MOUNTS
ACCORDING TO ITS SECTOR, LABEL MARKINGS SHALL BE PLACED
0•
PROPOSED T—ARM MOUNT (TYP. 3)
42.13'H X 11.8'W X 4.35'D
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PROPOSED (1) NEW 2"a FLD(IBLE INNER
DUCT ROUTED INSIDE MONOPOLE
a
PROPOSED CABLE BRIDGE
PROPOSED l^ UWAY (DAP)
M CABINET
PROPOSED TOWER ELEVATION
NOT TO SCALE
PROPOSED (3) NEW
CLEARWIRE ANTENNAS
(1 PER SECTOR, 3
SECTORS TOTAL) ON
NrW T_AR1U UnIINT-
PROPOSED (3) NEW DAP—/
HEADS (1 PER SECTOR, 3
SECTORS TOTAL) MOUNTED
BEHIND ANTENNAS
SECTOR
SECTOR A 0'
SUPPORT
PROPOSED T—ARM
MOUNT (TYP. 3)
112U
PROPOSED ANTENNA ORIENTATION
NOT TO SCALE
POWER AND FIBER
CABLES TO DAP
HEAD. SECURE
CABLES TOGETHER
WITH CLEARWIRE
APPROVED
ELECTRICAL TAPE
ATTACH TO TOWER �
LEG PER CLEARWIRE
INSTALLATION GUIDE,
LATEST EDITION
2' INNERDUCT
TOWER LEG
TOP OF TOWER DAP HEADS
ON DUAL MOUNT BRACKET
MOUNTED TO PIPE MAST
COAX CABLE AND ANTENNA—NOTES'
1. SEE DRAWING C1 FOR SITE LAYOUT.
2. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA
SUPPORT ASSEMBLIES SHALL CONFORM TO AS1W A307 OR ASTM
A36. ALL STRUCTURAL FASTENERS FOR STEEL FRAMING SHALL
CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8' MIN. DIA
BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM
THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS
SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE
EXPANSIDN ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS
OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE
STAINLESS STEEL.
3, USING CLEARWIRE AND CONTRACTOR FURNISHED MATERIALS.
THE CONTRACTOR SHALL INSTALL ALL CONNECTION HARDWARE
REOUIREO TO SECURE THE CABLES. CONNECTION HARDWARE
SHALL BE STAINLESS STEEL.
4. CONTRACTOR SHALL INSTALL CABLES AS SHOWN ON
DRAWING'S. W4CH SHALL BE 1N COMPLIANCE WITH TOWER
OWNER'S STRUCTURAL ANALYSIS REPORT. AKY DISCREPANCIES
SHALL IMMEOIIATESLY BE BROUGHT TO THE ATTENTION OF THE
ERICSSON CONSTRUCTION MANAGER.
5, PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS
FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE
THROUGHOUT.
6. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING AND
SUPPLYING SaFT COPIES OF SWEEP TEST REPORTS PER THE
CLEARWIRE ANTENNA SYSTEM SWEEP MOP, LATEST VERSION.
CONTRACTOR SHALL SUBMIT SOFT COPIES TO ERICSSON
CONSTRUCTION MANAGER WITHIN 24 HOUR'S OF SUCCESSFUL
COMPLETION. CONTRACTOR SHALL INCLUDE SOFT COPY OF
AMTEN14A SYSTEM SWEEPS TO ERICSSON CONSTRUCTION
MANAGER AS PART OF THE CLOSEOUT PACKAGE.
7. THE CONTRACTOR IS RESPONSIBLE FOR TESTING THE FIBER
GABLES PER CLEARWIRE FIELD TECHNICIAN'S HANDBOOK, PRIOR
TO REMOVAL FROM REEL AND POST—INSTALLATION BUT PRIOR
TO FINAL TERMINATIONS.
1/2- U—BOLTS
FROM DAP JUMPERS
HEADS
OM
2" LIQUID TIGHT WITH SEALANT AND ADAPTER (ROXTEC
OR APPROVED EQUAL) (TYP. FOR EACH SECTOR)
12X12X6 J—BOX
REFER TO. CLEARWIRE INSTALLATION GUIDE,
LATEST EDITION, FOR INNERDUCT SUPPORT
AND ATTACHMENT TO TOWER
PANEL ANTENNA MOUNTING DETAIL
NOT TO SCALE
PROPOSED ANTENNA AND CABLE SCHEDULE
8. ANTENNA CABLE LENGTHS HAVE BEEN DRDERED BASED ON
64' LONG 3"0 PIPE
THESE PLANS. CONTRACTOR MUST FIELD VERIFY ACTUAL
MAST WITH CAPS ON
CONDITIDNS An CONFIRM TO ERICSSON THAT CABLE LENGTHS
FIBER CABLE MODEL
ORDERED ARE SUFFICIENT Wr[HTN 24 HOURS OF RECEIPT OF
BOTH ENDS
CABLE MATERIALS, PRIOR TO CONSTRUCTION.
- PANEL ANTENNA
MOUNTED AND
9. ALL CABLES SHALL L FIE COLOR CODED PER CLEARWIRE
PLUMB WITH MAST
INSTALLATION GUIDE, LATEST VERSION: EACH FRU CABLE SHALL
BE L62ELED USING COLORED TAPE (RED. BLUE AND YELLOW)
ACCORDING TO ITS SECTOR, LABEL MARKINGS SHALL BE PLACED
0•
AT:
1/2- U—BOLTS
FROM DAP JUMPERS
HEADS
OM
2" LIQUID TIGHT WITH SEALANT AND ADAPTER (ROXTEC
OR APPROVED EQUAL) (TYP. FOR EACH SECTOR)
12X12X6 J—BOX
REFER TO. CLEARWIRE INSTALLATION GUIDE,
LATEST EDITION, FOR INNERDUCT SUPPORT
AND ATTACHMENT TO TOWER
PANEL ANTENNA MOUNTING DETAIL
NOT TO SCALE
PROPOSED ANTENNA AND CABLE SCHEDULE
MAKE/MODEL
AZIMUTH
C NT
ANTENNA SIZE
DAP HEAD MODEL
FIBER CABLE MODEL
POWER CABLE MODEL
LENGTHS
AGL
ARCUS
LLPX310R
0•
100'
42.13'H X 11.8'W X 4.35'D
HUAWEI RRH #3702
JJY
I HUAWEI 514130623
I
HUAWEI 599041 VNV
130'
ARGUS
LLPX310R
120'
100'
42.13'H X 11.8'W X 4.35"D
HUAWEI RRH 53702
HUAWEI 514130623
HUAWEI 599041VNV
130'
ARCUS
240'
100'
42.13'H X 11.8'W X 4.35"D
HUAWEI RRH 53702
HUAWEI 514130623
HUAWEI 599041 VNV
130'
LLPX310R
I
A WITHIN 12' OF THE CABLE END AT BOTH ENDS
`B. AT/NEAR THE TOWER MG8. AND
C. ETHER PRIOR TO ENTRY INTO THE CONDUIT OR
PRIOR TO ENTRY INTO THE CABINET FOR AN ICE
BRIDGE
LABEL MARKINGS SHALL BE AT LEAST 1" WIDE BUT
NOT MORE THAN 2' MADE. FOR MULTIPLE BANDS
MARKING, BANDS SHALL BE SEPARATED BY AT LEAST 1"
BUT NOT MORE THAN 2'. REGARDLESS OF MARKING
METHOD USED, BAND SHALL BE A CONTRASTING COLOR TO
THE CABLE.
10. ALL CABLES SHALL BE GROUNDED IN ACCORDANCE WITH
CLEARWIRE INSTALLATION GUIDE, LATEST VERSION. REFER TO
SHEET E3 TO E6.
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VELOCITEL, $ p•:
-� INC. p_
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APPLICANT/OWNER
clearwere
580 GERMANTOWN PIKE
SUITE 200
PLYMOTH MEETING, PA 19462
PREPARED FOR:
ERICSSON W-
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BY:
���Iocitel'
complete wireless solulions
570 Colonial Park Drive
Suite x307
Roswell, Georgia 30075
Phone (770) 645-5900
rax (770) 645-5943
REVISIONS
JA
DATE DESCRFnW BY
1D/D1/10 ISrS FOR RLG
REYEWiDJ9G/i0 PIISSIEM IFOR RV
SEAL
,IYjiIIII,/
p, i E OA
ARKARSAS
7fR' 74,">k
REGISTERED
PROFESSIONAL
ENGINEER
**
10606
ILII
i fJ��r�
IT 5 A NOEATIOY 01 LAW t& ANY PCR54N
UNLS THEY ARC ACTING UNDER THE DIRECTION
(1 A LICENSED PROPLSSIONA: ENONEER TO
I'LYCR THS OOD91AVdt- ONLM EXPLICITLY
AGREED TO BY THE ENGINEER IN WRITING. TRE
[NONEER DISCLHMS ALL UAEILM ASSOCIATED
WITH THE REUSE. ALTERATION OR MODIFICATION
OF :HE CON7E1ff6 HEREIN.
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
DRAWN SY: RLG
CHECKED BY:
MZ
DATE:
10/01/10
JOB NO.:
501AEERUTS005N
SITE NO.:
AR—UTS006
DRAWING DESCRIPTION:
ELEVATION & ANTENNA
MOUNT DETAILS
DF.A%INC; NUMBER:
C2
PROPOSED CLEARWIRE 3' x 6'
PLATFORM (ANDREW OR
APPROVED EQUAL)
CONTRACTOR SHALL REMOVE EXISTING
GRAVEL DOWN TO WEED BARRIER,
PLACE PLATFORM SUPPORT FEET
DIRECTLY ON WEED BARRIER, ASSEMBLE
AND INSTALL PLATFORM, AND REPLACE
GRAVEL OVER SUPPORT FEET.
HM
SEE CLEARWIRE CONSTRUCTION
INSTALLATION GUIDE, LATEST
EDITION
EQUIPMENT PLATFORM DETAIL
PROPOSED CLEARWIRE ABOVE GROUND ETHERNET
k POWER CABLES INSIDE 2"0 EMT INNERDUCT
FROM EQUIPMENT CABINET TO TOWER
PROPOSED 24" X 24' X 8' DEEP JUNCTION 1
BOX ON (2) 12- UNISTRUT, SECURED TO
POST. COIL EXCESS CABLE WITHIN BOX. (TYP.
AT FIRST AND LAST POST). CABLE COILS TO
BE SECURED WITH ELECTRICAL TAPE ONLY.
ZIP TIES ARE NOT ALLOWED (TYP. X 2)
PROPOSED GPS ANTENNA --� - n
PROPOSED CLEARWIRE NUWAY
EQUIPMENT CABINET
NOT TO SCALE (1) 2.0 FLEXIBLE INNER DUCT ROUTED
UP TOWER LEG. (THOMAS & BETTS
#11611T-20DO OR APPROVED EQUAL)
USE APPROPRIATE WATER TIGHT
FITTINGS AT OPENINGS.
• (2) 3'€ EMT CONDUIT. USE
APPROPRIATE WATER TIGHT
FITTINGS
8'-0- (TYP.)
(10'-0" MAX.) 2'-0" MAX.
SUPPORT/ATTACH 3' EMT
CONDUIT TO INTERMEDIATE
POSTS AS REQUIRED PER
NEC
I I
2- LIQUID TIGHT INTO
BOTTOM OF CABINET
I I
3"0 PIPE SUPPORT
I I
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If
If
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GRAN
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VELOCITEL,
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F� N0. 1687
2' UOUID TIGHT
CUPPED TO TOWER,
13. IT IS THE TOWER OWNER'S RESPONSIBILITY TO VERIFY THE
STRUCTURAL CAPACITY OF THE EXISTING TOWER AND ITS
FOUNDATION TO RESIST THE WIND/GRAVITY LOADS FROM THE
PROPOSED ANTENNAS.
APPLICANT/OWNER
STRiJCTURAt NOTE'S-
�
C ea rw re
1. THE BASIC WIND SPEED UTILIZED FOR OUTDOOR EQUIPMENT
CABINETS IS 90 MPH PER IBC (LATEST EDITION).
580 GERMANTOWN' PIKE
SURE 200
2. INFORMATION SHOWN ON THESE DRAWINGS WERE OBTAINED BY
FIELD MEASUREMENTS. THE GENERAL CONTRACTOR SHALL VERIFY
ALL EXISTING CONDITIONS AND NOTIFY THE ERICSSON CONSTRUCTION
PLYMOTH MEETING, PA 19462
PREPARED FOR:
MANAGER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS
OR PROCEEDING WITH CONSTRUCTION.
400-01
ERICSSON
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR THE
WORK. (ZONING AND BUILDING PERMITS WILL BE APPUED FOR BY
7001 DEVELOPME14T DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
OTHERS).
DRAWING DESCRIPTION:
4. STRUCTURAL STEELGACA SHALL R SSR IA TO THE LATEST EDRF
OF THE: RISC SPECfF1CATFONS FOR STRUCTURAL STEEL BUILDINGS.
PREPARED BY:
ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE
velociref
COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE.
complete wireless sowrlons
5. STRUCTURAL STEE=L PLATES AND SHAPES SHALL CONFORM TO
ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASV.
A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO
ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND
FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTERPhone
FABRICAT}ON,
570 Colonial Park Drive
Suite *307
Roswell, Georgia 30075
(770) 645-5900
Fax (770) 645-5943
REVISIONS
6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN
Rif
DATE I DON BY
WELDING SOCIETY (AWS) 0.7,1.96. STRUCTURAL WELDING
CODE -STEEL WELL ELECTRODES SHALL BE E70XX. nEUD TOUCH-UP
WITH ZINC RICH PAINT (ALL EXISTING AND NEW AREAS) AFTER
A
ISSUED FOR
10/01/ 6 REIACW RLG
WELDING is COMPLETE'
0
10,ImA6ISSUED I m RV
CCf75TRUCnON
7. ILL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT
ASSEMBLIES SHALL CONFORM TO ASTM A,307 OR ASTM A36. ALL
STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL
CONFORM TO ASTM A325. FASTENERS SHALL BE BEARING TYPE
CONNECTIONS WITH THREADS EXCLUDED IN THE SHEAR PLANE, ALL
EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED
UNLESS NOTED OTHERWISE, CONCRETE EXPANSION ANCHORS SHALL
SEAL
BE HILTI KWIK BOLTS UNLESS NOTED OTHERWISE. ALL ANCHORS
INTO CONCRETE SHALL BE STAINLESS STEEL
8. ALL COAXAL CATTLE CONNECTORS AND TRANSMITTER EQUIPMENT
SHALL SE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN
THESE CONSTRUCTION DOCUMENTS. POWER AND FIBER CABLES
�\` S ►E' rr,
ARKIRSAS
SHALL BE ATTACHED/SUPPORTED, PER CLEARWIRE INSTALLATFON
GUIDE, USING THE CLEARWIRE-FURNISHED HARDWARE. CONTRACTOR
SHALL tM USE TIE WRAPS TO SUPPORT FIBER CABLES UNDER ANY
***
REGISTERED -
CIRCUMSTANCES.
= PROFESSIONAL
9. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH.
CONTRACTOR SHALL VERIFY NORTH AND INFORM ENGINEER OF ANY
DISCREPANCY BEFORE STARTING CONSTRUCTION.
- ENGINEER
***
~`.,�y� 10606
10. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615
GRADE 60, DEFORMED BILLET STEEL BARS.
'�;
rrrrjLid M
11111
11. CONCRETE FOR THE EQUIPMENT PAD SHALL BE 2500 PS
NORMAL WEIGHT CONCRETE. CONTRACTOR MAY ONLY USE APPROVED
PRECAST EOUIVALENT, AS A LAST RESORT 61K WITH ERICSSON
CONSTRUCTION MANAGER PERMISSION.
12, LUMBER SHALL COMPLY WITH THE REOUIREMENTS OF AMERICAN
INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST
PRODUCTS ASSOC1AT10N'S NATIONAL DESIGN SPECIFICATION FOR
WOOD CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREATED
RIS A VIOLAS 'TIVf RE TI LAW ANC PE R5 T
VNOFSA QCENSEO ACTING
PRp E55N]1AL [NVKERR 70
ALTER LAOS D=WEW- ON,= E%PLICIRY
tjRCNE TD E1r Tref TNG UAB w W SSON L THE
EWOIND 1 016.^LNAES ALL EER I 11' Ar5�1ATH
V47H THE REVSE. ALTMT1OH DR MODInCAMN
or THE CONTENTS NEREN-
PROJECT LOCATION
AND SHAD BE STRUCTURAL GRADE NO. 2 OR BETTER.
13. IT IS THE TOWER OWNER'S RESPONSIBILITY TO VERIFY THE
STRUCTURAL CAPACITY OF THE EXISTING TOWER AND ITS
FOUNDATION TO RESIST THE WIND/GRAVITY LOADS FROM THE
PROPOSED ANTENNAS.
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
14. ALL FIELD CUT METAL SHALL BE PROPERLY PREPARED FOR
COLD GALVANIZING PAINT BY REMOVING ALL VISIBLE RUST AND AT
LEAST TWO COATS OF COLD GALVANIZING PAINT SHALL BE APPLIED
DRAWN BY: RLG
CHECKED BY: MZ
OVER ENTIRE PREP AREA
15. RUBBER CAPS WILL BE PLACED ON ALL EXPOSED UNISTRLIT
ENDS.
DATE: 10/01/10
JOB NO.: 501AEERLITSDDBN
SITE NO.: AR-UTS000
DRAWING DESCRIPTION:
CIVIL DETAILS
CABLE BRIDGE ELEVATION IW..',MANUMBER: C
NOT TO SCALE v3
FRONT ELEVATION
NOT TO SCALE
5", 17
H—Fl
I
C
MALE NPT
a unU TY ACCESS
I
C
,LE NPT CONDUIT 1
ACCESS
STING CONCRETE PAD
3'-1 1/2"
3'x1
(STEEL PLATFORM)
c r nc CABINET
DOTPRINT
SIDE ELEVATION
NOT TO SCALE
EQUIPMENT PLAN
NOT TO SCALE
EXISTING CONCRETE PAD
VELOCITEL, p
_�€ INC. �=
.w o=
9�y��9 No. 1687��
tc,
I1111iII1110"
APPLICANT/OWNER
clearw're
580 GERMANTOWN PIKE
SUITE 200
PLYMOTH MEETING, PA 19462
PREPARED FOR:
ERICSSON
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BY:
1mve-dodd
complete wireless solutions
570 Colonial Park Drive
Suite *307
Roswell, Georgia 30075
Phone (770)645-5900
Fax (770) 645-5943
REVISIONS
REV DATE OESCMPOON BY
A 10/01/113 t5SUED FOR RLG
RENEW
n
inimAnj ISSUED FCYi RV
SEAL
■S� ATE+
AR AI 5AS '
Tk71C11C
REGISTERED
PROFESSIONAL -
ENGINEER
10606
/Aft P
IT IS A VIOLATION OF LAW FOR ANY PERSON
UNLESS TNEY ARE AOPNG UNDER THE DIREGTKI\
OF A LICENSED PROFESSIONAL ERCINEER 10
ALTER EH15 DCCULIM. UNLESS E71P1lCi7LY
AGREED TG BY THE E1I01WBR IN WRiIRNG, THE
ENGINEER DISCWMS ALL LA,91UIT ASSOCIATED
WITH THE REUSE, ALTERATKIN OR MCOWICATION
Or THE CONTENTS NEPON,
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
DRANK BY: RLG
CHECKED BY:
MZ
DATE:
10/01/10
JOB NO.:
501AEERLI7SDDBN
SITE NO.:
AR—LITSOOG
DRAWNG DESCRIPTKKJ:
CABINET DETAILS
& ELEVATIONS
DRAWING NUMBER:
C4
PROPOSED CABLE
BRIDGE
EXISTING
FENCE
EXISTING ICE
BRIDGE
EXISTING
MONOPOLE
EXISTING UTILITY
H -FRAME (TYP.)
EXISTING EQUIPMENT ON
CONCRETE PAD
(OTHER CARRIER)
PROPOSED (1) NEW 2'
FLEXIBLE INNERDUCT
ROUTED OUTSIDE
MONOPOLE
EXISTING EQUIPMENT ON
CONCRETE PAD
(OTHER CARRIER)
Ul71Lrry -NOTES:
x 1. WIRING DEVICES AND EQUIPMENT SHALL BE UL LISTED SPECIFICATIONS GRADE.
x 2. MATERIALS SHALL BE NEW AND CONFORM TO THE APPLICABLE STANDARDS ESTABLISHED FOR
F: EACH ITEM BY THE ORGANIZAAMONS LISTED BELOW.
r - AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM)
j - UNDERWRITER'S LABORATORY (UL)
- NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA)
- AMERTGAN STANDARDS ASSOCIATION (ASA.)
- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
3. INSTALLATION OF MATERIALS SHALL COMPLY WITH REGULATIONS OF-
- THE NATIONAL ELECTRIC CODE (NFPA 70)
- THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C-2)
- THE LIFE SAFETY CODE (NFPA 101)
- LOCAL BULLRING CODES
- CLEARWIRE INSTALLATION GUIDE, LATEST VERSION
4. THE ENTIRE SYSTEM SHALL BE SOLIDLY GROUNDED USING LOCKOUTS AND BONDING NUTS ON CONDUITS
AND. PROPERLY BONDED GROUND CONDUCTOR. RECEPTACLE AND EQUIPMENT BRANCH CIRCUITS SHALL BE
GROUNDED WITH A FULL-SIZED EQUIPMENT GROUNDING CONDUCTOR RUN IN THE CIRCUITS CONDUIT.
EXISTING —I
CONCRETE PAD
INTFRGRATED 100A AC PANEL AT
PROPOSED (3' X 6'}�
DATE:
PROPOSED CABINET FOR NEW
1 PLATFORM
f �
CLEARWIRE 100A SERVICE
AR-LITS006
— PROPOSED NOWAY (DAP)
BTS CABINET
!!
y
T
PROPOSED H -FRAME
I W/ METER AND
- -
DISCONNECT
-
I. .^
I
r
EXISTING
GENERATOR ON
CONCRETE PAD
I
PROPO
jUNDERGROUND
COMM FROM
LJ EXISTING UTILITY STAND TO NEW
SERVICE (METER & DISCONNECT. (1)
2" POWER CONDUIT. PROVIDE PULL
BOX AS REQUIRED BY NEC.
COORDINATE WITH LOCAL UTILITY
COMPANY. (APPROX. 9't LF)
7H-�FRAME
�1:7
_ —
PROPOSED CLEARWIRE UNDERGROUND
CONDUIT FROM TELCO SOURCE TO
CLEARWIRE CABINET. (1) 2' TELCO
EXISTING 12' WIDE
CONDUIT WITH PULL STRINGS.
DOUBLE SWING GATE
COORDINATE WITH LOCAL UTILITY
COMPANY. (APPROX. 20't LF)
UTILITY PLAN
SCALE: 1" = 5'
5 0 5
1 "=5'
5. OUTLET AND JUNCTION BOXES SHALL BE ZINC -COATED OR CADIUM PLATED STEEL NOT LESS THAN 4'
SQUARE AND SUITABLE FOR THE TYPE SERVICE AND OUTLET. OUTLET AND JUNCTION BOXES SHIA L BE
SURFACE MOUNTED AND LABELED WITH BRANCH CIRCUIT BREAKER NUMIBER.
6. LABEL ALL EQUIPMENT SERVED FROM CLEARWIRE. PANELBOARD WITH PHENOLIC LABELS SIZED IN RELATION
TO USAGE.
7. INDOOR CONDUCTORS SHALL BE INSTALLED IN EMT UNLESS NOTED DTHERWISE. OUTDOOR CONDUCTORS
SHALL BE INSTALLED IN RIGID GALVANIZED STEEL UNLESS NOTED OTHERWISE. WHERE EMT IS USED. R SHALL
ONLY BE USED WITH LISTED COMPRESSION FITTINGS. NO SET SCREW FITTINGS SF&k L. BE ALLOWED.
8. CONTRACTOR TO PROVIDE AND INSTALL ENGRAVED LABEL ON THE CLEARWIRE METER SOCKET ENCLOSURE.
EXISTING UMUTY SERVICE
120/24OV. 1 PHASE, 3 WIRE
NOTE. FIELD VERIFY EXACT LOCATION OF
UTILITY SERVICE. MAX. 3/0 CONDUCTOR
LENGTH OF 350' FROM EXISTING UTILITY
SERVICE TO LOAD CENTER.
METER INSTALLATION REQUIREMENTS
MAY BE SUPERCEDED BY LOCAL
UTILITY COMPANY.
1-#4 AWG GEC
1ODA RECEPTACLE FOR -
GENERATOR CONNECTION
3-#3 AWG IN 2' CONDUIT
01— METER 100A
ONE—LINE DIAGRAM
NOT TO SCALE
3-/3 AWG IN 2- CONDUIT
FUSED DISCONNECT 25OV. 100A,
2P ST NEMA 3R. CLASS "R".
sue-mAss "RKr 1ooK A/c
WITH INTERNAL BYPASS
3—#3 AWG. 1—#6 GND
IN 2" CONDUIT
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LOAD CENTER 250v , VELOCITEL�•=
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: , No. 16877
APPUCANT/OWNER:
ctearw ere
580 GERMANTOWN PIKE
SUITE 200
PLYMOTH MEETING, PA 19462
PREPARED FOR:
ERICSSON
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BN
® Veiodtei`
complete wireless solutions
570 Colonial Park Drive
Suite *307
Roswell, Georgia 30075
Phone (770) 645-5900
Fax (770) 645-5943
REVISIONS
REVI MTe UMMPTIDN I BY
A 10/01/10 '%uED FOR RLG
RC55EW
o ta/06,✓10 .15t PU1D.T. RV
SEAL
1�1T11111rrrrr
P,7 E o
AR AI SAS
REGISTERED -
PROFESSIONAL -
ENGINEER -
r; $� 10606
AAM
` T 1111 t
(V
iT IS A VIOLATION OF LAW MR Alit' PERSON
UNLESS THEY ABLE ACTING UNDER THE DIRECTION
or A UCENS`p PROiESSIOWL ENGINEER TO
ALn t THIS 00::UNEMT. VILLE% EXPUMLY
AC,REEO TO BY THE ENGINEER IN WRITING, YK
ENCIA't;ERR 019"MS ALL LIABILrIY ASMCIATED
WITN IRE REU5_. ALyEW;ON OR NOVIilCAWN
OF THC CONTENTS HEREIN.
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
i
DRAWN BY: RLG
CHECKED BY:
MZ
DATE:
10/01/10
JOB NO.:
501AEERLITSODON
SITE NO.:
AR-LITS006
DRAWING DESCRIPTION:
UTILITY PLAN &
ONE -LINE DIAGRAM
DRAWING NUMBER:
E1
FINISHED GRADE
- - - - - - PANEL ANTENNA '
R
jM�
__ ___
COAX JUMPER ! _I !M=1�! I _ - - _'• I I
• I �ry ! —I - __ _____ _ _�l
GPS UNIT MOUNTED Lr f I I _ - _- -_ _ _ - I IJ [ Li
NEAR BASE STATION a i !_ ._ Dat
• i _ _ I UNDISTURBED SOIL
- - - BASE STATION o
COMPACTED BACKFILL
GPS INTERFACE ti_ .,.:.- , y: SATISFACTORY NATIVE R H
a —n—
TELEPHONE CONDUITS WHERE -
CABLE ' OPTIONAL
SERIAL
APPLICABLE, COORDINATE SIZE I �: IMPORTED SOIL
GPS INTER -BASE
AND TYPE WITH LOCAL UTILITY ,, :.. ;.L;. ;,.:• ,•� ';
STATION CABLE LAPTOP COMPUTER I PROVIDER ,_
-._ `�: UTILITY WARNING TAPE
ETHERNET/POWER 1 11-1 :' • l 11 "
CABLE *SEPARATION + 4.711 -_-_ ':'�) " ' : �� BACKFILL (SAND OR NATIVE SOIL)
TVs MODULE - - - - DIMENSIONS TO BE - PER ASTV, STANDARDS
- LOAD TERMINATION =1 I - —1'
VERIFIED WITH LOCAL , r� 1 �- r. -
UTILITY COMPANY 'POWER CONDUITS WHERE
DC POWER CABLE REQUIREMENTS. 6- MIN. (T1fP.) APPLICABLE, COORDINATE SIZE
ONI
AND TYPE WITH LOCAL UTILITY
ETHERNET PROVIDER
CABLE
4- MIN. TO SECONDARY ELECTRICAL
' 12- MIN. TO PRIMARY ELECTRICAL
ETHERNET SWITCH POWER SUPPLY
TYPICAL TRENCH SECTION
BACKHAUL CABLE
NOT TO SCALE
DAP BTS CABLING
NOT TO SCALE FUTURE TELCO BOX 4'-0"
(AS REQUIRED) IODA METER
ALL UNUSED, UNEQUIPPED CABLE PORTS
SHALL HAVE A 50 OHM TERMINATION 3` SCH. 40 X DISCONNECT
LOAD INSTALLED AS SOON AS ANY 9'-0- LONG.
EQUIPMENT (ANTENNA OR RADIO HEAD) IS GALV. PIPE
INSTALLED ON THE TOWER. W/GALV. CAP UNISTRUT (TYP.)
1] �2 0 PVC
(POWER CONDUIT 7
f TO TRANSFORMER
ID
i
1 (1) 12 AWG G1
TINNED SOLID TO 3/4` DIA FLEX CONDUIT TO
HOUSE GROUND FROM METER
:OMDUrT
ISTEEL r RIGID STEEL EQUIP. GROUND
PLSCONDUIT COUPLING RING (TYP. 2)(1) 2.0 P'VC POWER
FINISHED GRADE OR TOP 1 CONDUIT TO EQUIPIiNT
OF CONCRETE PAD
0 G
SCH, 40 PVC
r CONDUIT (SIZE AS t (1) #2 BCW TO
SHOWN ON PLAN GROUND ROD
SHEETS)
RIGID STEEL CONDUIT -'
(EXTEND RGS CONDUIT
BEYOND EDGE OF PAD A
MINIMUM OF 17 1
RIGID STEEL TO -
PVC ADAPTOR
STUB -UP DETAIL
NOT TO SCALE
NOTES:
ALL MATERIALS FURNISHED BY CONTRACTOR
UNLESS OTHERWISE NOTED.
METER GROUNDING REQUIREMENTS MAY BE
SUPERCEDED BY LOCAL UTILITY COMPANY.
1. OBTAIN PERMITS AND PAY FEES RELATED
TO ELECTRICAL WORK PERFORMED ON THIS
PROJECT. DELIVER PERMITS, INSPECTION
CARDS AND ALL APPROVALS BY AUTHORIZED
JURISDICTION / AGENCY TO ERICSSON AS
PART OF CLOSEOUT PACKAGE.
2. SCHEDULE AND ATTEND INSPECTIONS
RELATED TO ELECTRICAL WORK REQUIRED BY
JURISDICTION HAVING AUTHORITY. CORRECT
AND PAY FOR ANY WORK REQUIRED TO PASS
ANY FAILED INSPECTION.
3. FURNISH AND INSTALL THE COMPLETE
ELECTRICAL SYSTEM, TELCO SYSTEM, AND
THE GROUNDING SYSTEM AS SHOWN ON
THESE DRAWINGS AND IN ACCORDANCE WITH
CLEARWIRE INSTALLATION GUIDE, LATEST
VERSION.
4. CONTRACTOR TO CONFIRM AVAILABLE
CAPACITY AT EXISTING UTILITY PEDESTAL AND
ADVISE.ENGMEER OF SERVICE SIZE AND
FAULT CURRENT LEVEL
5. IF PEDESTAL DOES NOT HAVE ADEQUATE
CAPACITY, CONTRACTOR TO SUBMIT COST
QUOTATION TO UPGRADE. UPON APPROVAL
OF SUBMITTED COST QUOTATION, THE
CONTRACTOR SHALL PROVIDE NEW SERVICE
AND/OR UPGRADE SERVICE. FEEDERS AND
EQUIPMENT/ELECTRODE GROUNDING
CONDUCTORS SIZE ACCORDINGLY.
6. CONTRACTOR SHALL VERIFY SEPARATION
DIMENSION BETWEEN POWER COMPANY
ELECTRICAL CONDUITS AND LP GAS PIPES AS
PER UTILITY .COMPANY. LOCAL CODES, NEC.
NEPA, AND GAS TANK MANUFACTURER'S
SPECIFICATION.
7. CONTRACTOR SHALL VERIFY THAT THE
TOTAL NUMBER OF SERVICE ENTRANCE
DISCONNECTS IN THE EXISTING UTILITY
COMPANY PEDESTAL MUST NOT EXCEED SIX.
IF THE NEW SERVICE ADDED EXCEEDS THIS
VALUE, CONTRACTOR MUST COORDINATE WITH
THE UTILITY COMPANY AND AUTHORITY HAVING
JURISDICTION. THE RUNNING OF AN
ADDITIONAL EXCLUSIVE AND DEDICATED
SERVICE LATERAL SET FOR THE NEW LOAD
ADDED TO THE COMPOUND AS PER NEC
ARTICLE 230-2(8).
8. THE EOUDPMENT/PROTECTIONS MUST BE
RATED FOR STANDARD AIC RATE HIGHER
THAN INCOMING EQUIPMENT AND/DR UTILITY
COMPANY AIC RATE.
r CADWELD CONNECTION
H -FRAME DETAIL
NOT TO SCALE — 5/8- X B' COPPERCLAD
8- MIN. RADIUS GROUND ROD (TYP.)
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No. 1687 44&
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APPLICANT/OWNER:
clearwore
580 GERMANTOWN PIKE
SUITE 200
PLYMOTH MEETING, PA 19462
PREPARED FOR:
ERICSSQhI PO
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BY:
® \VleIodtel`
complete wireless solutions
570 Colonial Park Drive
Suite ;307
Roswell, Georgia 30075
Phone (770)645-5900
Fax (770) 645-5943
REVISIONS
tLVI DATE I DFSdtIP110N I BY
A 16/01/10 ISSUED FOR RLG -.
I O 140/06 d CT,STRUCrkDN I - I
SEAL
`115 t 1 s I I I I I r I,
1;.•'S� ,T E
AR AI�# SAS
yE 1k'*
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PROFESSIONAL -
ENGINEER
1060(3
r ��
.,1114 /,AM 11 1 � ti
(pl jy �ro
17 IS A VIOLATWN OF LAW FOR ANY 1`05ON
UNLESS THEY ARC AL"IWG UNDER THE DIRECTION
OF A LWXKM PR1XCSSiONkL ENGINEER TO
ALTER THIS DOCLNFHT. UNLESS ExPLICIILY
AGREM 70 BY THE CNGINE'ER IN WROUlG. THE
EN09UR o.SMS ALL LF191LTIY ASWATCD
Wf1N 1W_ REUSC. ALTERATID4 OR NODB7CATION
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
DRAWN BY: RLG
CHECKED BY:
MZ
DATE:
10/01/10
JOB NO.:
901AEERLITSOOBN
SITE NO.
AR-LITSOOB
DRAWING DESCRIPTION:
UTILITY DETAILS
8L MISC. NOTES
DRANING NUMBER:
E2
(D
0
G)
PLAN NOTES:
PROPOSED CLEARWIRE PLATFORM
PROPOSED EQUIPMENT GROUND RING }'2 AWG
BARE SOLID TINNED COPPER WIRE.
ATTACH EQUIPMENT GROUND RING TO TOWER
GROUND RING USING #2 AWG BARE SOLID
TINNED COPPER WIRE (TYP. 2).
PROPOSED 5/6- X 8' GROUND ROD (TVP.)
PROPOSED 5/8- X 8' GROUND ROD WITH
INSPECTION SLEEVE
PROPOSED GROUND BAR IN TELCO BOX
PROPOSED INTERIOR EQUIPMENT CABINET
GROUND BAR
EXISTING TOWER GROUND RING.
EXISTING
MONOPOLE
O
n
11
12
13
14
BOND PROPOSED EQUIPMENT TO PROPOSED
EQUIPJAENT GROUND RING USING 02 AWG BARE SOLID
TINNED COPPER WIRE
SHEATH LEADS IN 1/2" SEALTIGHT CONDUIT TO TELCO
BOX WITH APPROPRIATE WATER TIGHT FITTINGS
PROPOSED CADWELD (TYP.)
SERVICE ENTRANCE GROUND ROD
BOND PLATFORM TO GROUND RING (TYP. 4 CORNERS)
GROUND ALL CABLE BRIDGE POSTS TO NEAREST
GROUND RING, AS APPROPRIATE IF DISTANCE FROM
POST TO GROUND RING EXCEEDS 6 FT., P67ALL
ADDITIONAL GROUND ROD PER CLEARWIRE INSTALLATION
GUIDE REFERENCE C3 AND E4.
BOND H -FRAME PIPE SUPPORTS TO GROUND RING
(TYP, 2)
GROUNDING PLAN
SCALE: 1" = 5'
F
NOTES
NUMBER OF GROUND
BARS MAY VARY
DEPENDING ON THE
TYPE OF TOWER,
ANTENNA LOCATION
AND CONNECTION
ORIENTATION. PROVIDE
AS REQUIRED.
SEE CLEARWIRE
CONSTRUCTION
INSTALLATION GUIDE,
LATEST EDITION.
G134SRb1Nc1-!i4-TE-q
1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE
NATIONAL ELECTRICAL CODE.
2• ALL GROUNDING DEVICES SHALL BE U.L. APPROVED OR
LISTED FOR THEIR INTENDED USE.
3- GROUND WIRES SHALL BE TINNED #2 AWG BAIZE SOLID CU
UNLESS NOTED OTHERWISE
4. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC (CADWELD)
UNLESS NOTED OTHERWISE. CLEAN SURFACES TO BE WELDED TO
BARE METAL. WHERE GROUND WIRES ARE CADWELDED TO
GALVANIZED MATERIALS, REPAIR GALVANIZING BY SPRAYING
CAD'WELD AND AFFECTED AREAS WITH GALVANIZING PAINT.
PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS
BY REMOVING ALL PAINT AND CORROSION DOWN TO SHINY
METAL FOLLOWING CONNECTION, APPLY APPROPRIATE
ANTI -OXIDIZATION PAINT.
5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND
STRAIGHTEST PATH POSSIBLE. BEND GROUNDING LEADS WITH A
MINIMUM 8' RADIUS.
6. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY
THOMAS do BETSS KOPR-SHIELD (TM OF in LUS INC.). PRIOR
TO BOLTING GROUND WIRE LUGS TO GROUND BARS, APPLY
KOPR-SHIELD OR EQUAL
7. WHERE BARE COPPER GROUND WIRES ARE ROUTED FROM
ANY ABOVE -GRADE CONNECTION TO GROUND RING, INSTALL WIRE
IN PVC SLEEVE, FROM 3' BELOW TOP TO GRAVEL TO
CONNECTION POINT. SEAL TOP WITH SILICONE -MATERIAL
8. GROUNDING WIRE CONNECTIONS SHALL BE 3 -CRIMP C -TAP
COMPRESSION TYPE. SPLIT BOLTS ARE NOT ACCEPTABLE-
9.
CCEPTABLE
9. GROUND RODS SHALL BE COPPER CLAD STEEL. 5/8" DIA. X
8' OR 3/4' X 8'. PER CLEARWIRE INSTALLATION GUIDE SPACE
NOT LESS THAN 6' O.C.
10. CONNECTORS SHALL BE CRIMPED USING HYDRAULIC
CRIMPING TOOLS.
11. COPPER BUSES SHALL BE CLEANED, POLISHED AND A
NON -OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR
DISCOLORED COPPER WILL BE PERMITTED.
12. GROUNDING CONDUCTORS SHALL BE RUN THROUGH PJC
SLEEVE WHERE ROUTED THROUGH WALLS, FLOORS, AND CEILING.
SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK.
13. HARDWARE (I.E. NUTS, BOLTS, WASHERS, ETC.) IS TO BE
STAINLESS STEEL.
14. EXOTHERMIC WELDS SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURERS RECOMMENDATIONS.
15. THE ENTIRE SYSTEM SHALL BE SOLIDLY GROUNDED
USING LOCKNUTS AND BONDING NUTS ON CONDUITS AND
PROPERLY BONDED GROUND CONDUCTORS, RECEPTACLES
AND EQUIPMENT BRANCH CIRCUITS SHALL BE GROUNDED
WITH A FULL SIZED EQUIPMENT [MOUNDING CONDUCTOR
RUN IN THE CA=XrS CONDUIT.
16. INSTALL GROUND BUSHINGS ON ALL METALLIC
CONDUITS AND BOND TO THE EOUIPMENT GROUND BUS IN
THE PANEL BOARD.
17. ALL GROUND BARS SHAT BE SIZED TO
ACCOMMODATE THE REQUIRED NUMBER OF GROUND
CONNECTIONS. THE TOWER 70P AND COLLECTOR GROUND
BARS SHALL NOT BE ISOLATED FROM THE TOWER. THE
MASTER GROUND BAR SHALL BE LLECTRICJ4I1Y ISOLATED
FROM THE STRUCTURE TO WHICH R IS MOUNTED.
18. APPLY THOMAS k BETSS KOPR-SHIELD OR
APPROVED EQUAL PRIOR TO TANKING MECHANICAL
CONNECTIONS. CONNECTIONS SHAT BE MADE WITH
STAINLESS STEEL BOLTS, NUTS AND LACK WASHERS
WHERE GALVANIZING IS REMOVED FROM METAL IT SHALL
BE PLANTED OR TOUCHED UP WITH 'GALVONOX' OR EQUAL.
19. ALL TERMINATIONS AT EQUIPMENT ENCLOSURES.
PANELS, FRAMES OF EQUIPMENT AND WHERE EXPOSED
FOR GROUNDING CONDUCTOR TERMINATION SHALL BE
PERFORwED UliLIZING TWO HOLE BOLTED TONGUE
COMPRESSION TYPE WITH STAINLESS STEEL SELF -TAPPING
SCREWS.
20. ALL CLAMPS AND SUPPORTS USED TO SUPPDTRT THE
GROUNDING SYSTEM CONDUCTOR AND PVC CONDUITS
SHALL BE PVC TYPE (NON-CONDUCTIVE). DO NOT USE
METAL BRACKETS OR SUPPORTS WHICH WOULD FORM A
COMPLETE RING AROUND ANY GROUNDING CONDUCTOR.
21. ALL BOLTS. WASHERS AND NUTS USED ON
GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL
22. CONTRACTOR SHAM PERFORM PRE AND
POST -CONSTRUCTION THREE POINT FAL. OF POTENTIAL
GROUND RESISTANCE TESTING PER CLFARWIRE INSTALLATION
GUIDE. PRE -CONSTRUCTION TEST REPORT INCLUDING TEST
EQUIPMENT SERIAL NUMBER AND L AS7 CALIBRATION DATE.
SHALL BE SUBMITTED WMN 24 HOURS TO ERICSSON.
POST -CONSTRUCTION TEST REPORT INCLUDING TEST
EQUIPMENT SERIAL. NUMBER AND LAST CALIBRATION DATE,
SHALL CONFIRM A GROUND RESISTANCE VALUE OF 5.0
OHMS OR LESS. BOTH TEST REPOT7T5 AND
CORRESPONDING PHOTOS SHAW. BE SUBMITTED TO
ERICSSON. AS PART OF THE CLOSEOUT PACKAGE,
23. BOND CABINET THROUGH THE MAN GROUND BAR.
'11111111IN 1111I//
C)IF AU
�` VELOCITEL,
— � INC
�f .
U Z-
= Y� NO. 1687 4
,A�AA1111111111111
APPLICANT/OWER:
clearw are
580 GERMANTOWN PIKE
SURE 200
PLYMOTH MEETING, PA 19462
PREPARED FOR:
ERICSSON
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BY:
Eve-.1odel'
complete wireless slDullons
570 Colonial Park Drive
Suite *307
Roswell, Georgia 30075
Phone (770)645-59DO
Fax (770) 645-5943
REVISIONS
JA
DATE aeSL�uPr10N ler
l0/O1/10r3SUPED FOR RLG
REWIEW'010SAA FOR . RV
SEAL
p,T E I'
AR i AI 5A5 '
REGISTERED
PROFESSIONAL
ENGINEER
rIf,� 10606
/AM
to
RIS A V*LATAN OF LACY FOR ANY PERSON
UNLESS THEY ARE ACING UHMR THE OQi=01
OF A LICENSED PROFESSIONAL ENGINLER TO
ALTER TH5 D=J"NT. UNLESS EXPLICITLY
AHED TD BY TINE ENG1NUR IR WIRITM TK
-
ENGINEER DISCLAWS ALL LIABILTrr ASSOCWED
WITH THE REUSE, ALTERATION ON MOUIF:CATKIN
OF THE CONTENTS HEREIN.
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
DRANK BY: RLG
CHECKED BY:
MZ
DATE:
10/01/10
JOB NO.
5MAEERUTSDDSN
SITE NO.:
AR-LITSGO6
DRAWING DESCRIPTION
GROUNDING PLAN
& NOTES
DRAWING NUMBER:
E3
3"0 POST (TYP.)
I I�
I l
1 1/4
I [
11/16'0 HOLES (TYP. x 4) I I 1/2" THICK x 8x8"
I % GALV. STEEL PLATE
APPLICANT/OWNER:
clearware
580 GERMANTOWN PIKE
FLOCK 6t FLAT SUITE 200
1/4' DUWETfR
WASHERS NOTES: PLYMOTH MEETING, PA 19462
STAINLESS STEEL TWO HOLE COPPER
BOLT, NUT AND COMPRESSION TYPE 1. 'DOUBLING UP' OR 'STACKING' OF PREPARED FOR:
WASHERS GROUND LUG CONNECTIONS IS NOT PERMITTED.
ow -
2. OXIDE INHIBITING COMPOUND TO BE USED ERICSSON
AT ALL LOCATIONS AN TO BE APPLIED PRIOR 7001 DEVELOPMENT DRIVE
TO ADDING HARDWARE P.0.60X 13969
j RESEARCH TRIANGLE PARK, N.C. 27709
1 — 1 UNPREPARED BY:
FLAT WASHER C20I CDR Ovdodel"
� v f OREQUIPMENi � ONLY
� Q d
4 complete wireless solutions
570 Colonial Park Drive
TYPICAL GROUND BAR CONNECTION DETAILS Suite 1307
5/8"0x4' EXPANSION ANCHORS Roswell, Georgia 30075
OR EQUAL (TYP. x4 EACH POST) q '.` l NOT TO SCALE Phone (770) 645-5900
EXIST. Fax (770) 645-5943
CONCRETE
(TYP.) .1 REVISIONS
FEY DAZE I BY
i A 10/01/10 �� OR RLG
FOR
ICE BRIDGE 0 10/06/10 CONS STRUCTION RV
POST FOOTING DETAIL
NOT TO SCALE
TYPE PT (PARALLEL HORQ. COND.) TYPE HS (HORIZ. STEEL SURFACE)
PARALLEL THROUGH CONNECTION TO FLAT STEEL SURFACE OR
OF HORIZONTAL CABLES HORIZONTAL PIPE
SEAL
j15T till lllrr��r
�. •- ARKRWSAS
REGISTERED
ENGRAVEPROFESSIONAL
COVER MARKED INSPECTION HANDHOLE
"GRA ELECTRODE" _ _
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GRADE ***
GRADE
_ -I „ , �f 10606TYPE VS �� :•
TYPE GT (THROUGH GABLE TO CABLE 7(A�P TDOWN ATAT 45 TO r / A M
;° GROUND ROD THROUGH CABLE TO 'r+r
TOP OF GROUND ROD �� STEL DEFACE INCLUDING
PIPE Q ��
GRADE fr 15 A VIOLATION 0r LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UKDER THE DIRECIION
/
or A OCENSEO P741ESSKHrAL ENGINEER TO
GROUND LEAD Z `_ ALTER ENS OD%WCNr. {MESS EXPLICITLY
AGREED TO BY THE ENGI EER IN WRITINO. THE
ENGINEER CISCUUMS ALL LIABILITY ASSOCYLTEO
2 WITH THE REUSE, ALTERATID:C OR WODJnCA7"CN
CONCRETE OR C11 GADWELD (TYP.) 3 Q
OF Ti-$ C070C MI5 HEREIN,
PVC 1j � � � PROJECT LOCATION
AR-LITS006
CLEAN SAND FILL 10500 CHICOT ROAD
GROUNDING ELECTRODE
CONDUCTOR LOOP TYPE VS (VERTICAL PIPE) CABLE TYPE YA-2 COPPER LUGS) LITTLE ROCK, AR 72209.
TAP DOWN 45 TO RANGE OF TWO—HOLE LONG BARREL LENGTH
VERTICAL PIPES
GROUNDING ELECTRODE
CONDUCTOR LOOP 5/6" DIA. X 8'—D" DRANN BY: RLG
LONG COPPERCLAD
GROUND ROD .'�T 1111111 II ��/ CHECKED BY: M2
5/8' x T3'-0" LONG `.�� pF A(lTy rrr,r` DATE: 10/01/10
COPPERCLAD STEEL
0 0 0 Q 0.. ' JOB NO.: 501 aEiRUT5006N
INSPECTION HANDHOLE MAY BE CONCRETE OR PVC AND SHALL _ _ VELOCITEL, SITE N0.: AR-LIT5006
NOTE: GROUND ROD Q `
BE A MINIMUM OF 8" IN WIDTH/DIAMETER. _ ( INC.= DRA*NO DESCRIPTION:
TYPE 2--YA-2 (BOND JUMPER) � —
TYPICAL TEST WELL DETAIL TYPICAL GROUND ROD ❑(TAIL FIELD FABRICATED GEEEN - v Z = GROUNDING DETAILS
STRANDED INSULATED ' 'Y No. 1687
NOT TO SCALE ��'�ti
NOT TO SCALE N """
TYPICAL CADWELD TYPES Jrr G� ��~, DRAYANG NUMBER:
'rr JR5-E� •� E4
x'''111111111111\,
NOT TO SCALE
TAPE 1 LAYER
STEP 2
STEP 3
r'
TAPE (1 LAYER)
COAXIAL CABLE WEATHERPRoonNG DE AJLS
NOT TO SCALE
NOTES:
1. VERTICAL CONNECTIONS
SHOULD BE TAPED FROM THE
BOTTOM LIP SO OVERLAP
SHEDS WATER AWAY FROM
CONNECTION.
2. ELECTRICAL TAPE ENDS ARE
TO BE CUT, (DO NOT
STRETCH).
COAXIAL CABLE
JUMPER FROM BETWEEN ANTENNA
ANTENNA AND BTS JUMPERS
� � r
STANDAR /
aGROUNDX \_ I
(TYP,) \ 1
COAXIAL CABLE
BETWEEN ANTENNA
AND BTS JUMPERS
LEGEND
1 — TINNED—PLATED COPPER GROUND BAR, 1/4'x 4'x 14"
2 — INSULATORS (NO INSULATORS ON TOWER)
3 — 5/8' LOCK WASHERS
4 — MOUNTING BRACKET (MOUNT HORIZONTAL
ON VERTICAL CABLE LADDER)
5 — 5/8-11 X 1" H.H.C.S.BOLTS
COT�N•RACTOR SHALL NOT k4STALL OVERLAPP3NG
WASHERS ON MECHANICAL GROUND CONNECTIONS
TO THE GROUND BAR.
TYPICAL GROUND BAR DETAIL
NOT TO SCALE
PAP
06 AWG GROUND
TO SECTOR
GROUND BAR
WEATHERPROOFING KIT
(TAPE. BUTYL & SCOTCH
COTE)
JUMPER CABLE NOTE:
FROM BTS
1. DO NOT INSTALL GROUND KIT
' AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN
�-�6 AWG GROUND TO TO CIGBE
ANTENNA GROUND BAR
COAXLAL CABLE GROUND KIT DETAILS
NOT TO SCALE
�tt11111111,/L�,
OF Ali/fieri
Q 0' '
VELOCITEL,'�
INC.=
=v �-
%��'� No.1687
APPUCANT/DWNER:
clearw ore
580 GERMANTOWN PIKE
SUITE 200
PLYMOTH MEETING, PA 19462
PREPARED FOR:
ERICSSON
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BY:
m velocitel*
complete wireless solutions
570 Colonial Park Drive
Suite "307
Roswell, Georgia 30075
Phone (770)645-5900
Fax (770) 645-5943
REVISIONS
REV I DATE DOXIIIII I eY
ISSUED FOR
A 10/0/10 ISSUED
�O'
!!SUED FOR
n I'm lf6An RV
SEAL
op
ARKA�SAS
***
_ REGISTERED
PROFESSIONAL
ENGINEER
10606
it �1
L AM
I I I I I ll
rs/�/ire
R 1S A VIOLATION Or LRA' FOR ANY PER50N
URLE'SS TT[::'Y ARE ACTING VhUtR THEDIRECTION
OF A LICENSED PHOrESSIDNAL ENGINEER TO
ALTER 7HT5 OCCUMEM. UNLESS E%PLICRLY
AGREED TO BY 7HE MINEER IN WRITING. fHE
ENGINEER DISCLAIMS ALL 40ECUTY ASSOCIATED
WITH THE RLUSE, ALfUMION OR UODITTCA104
OF THE CONTENTS HEREIN.
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
I DRAWN BY: RLG I
CHECKED BY: MZ
DATE:
10/01/10
JOB NO.:
501AEERUTSODON
LAYERS IN 1-1/2- TAPE AND
AR—LITS0D5
TAPE (3
LAYERS
MINIMUM OVERLAP) COAT WITH 3M
SCOTCH
COAXIAL CABLE WEATHERPRoonNG DE AJLS
NOT TO SCALE
NOTES:
1. VERTICAL CONNECTIONS
SHOULD BE TAPED FROM THE
BOTTOM LIP SO OVERLAP
SHEDS WATER AWAY FROM
CONNECTION.
2. ELECTRICAL TAPE ENDS ARE
TO BE CUT, (DO NOT
STRETCH).
COAXIAL CABLE
JUMPER FROM BETWEEN ANTENNA
ANTENNA AND BTS JUMPERS
� � r
STANDAR /
aGROUNDX \_ I
(TYP,) \ 1
COAXIAL CABLE
BETWEEN ANTENNA
AND BTS JUMPERS
LEGEND
1 — TINNED—PLATED COPPER GROUND BAR, 1/4'x 4'x 14"
2 — INSULATORS (NO INSULATORS ON TOWER)
3 — 5/8' LOCK WASHERS
4 — MOUNTING BRACKET (MOUNT HORIZONTAL
ON VERTICAL CABLE LADDER)
5 — 5/8-11 X 1" H.H.C.S.BOLTS
COT�N•RACTOR SHALL NOT k4STALL OVERLAPP3NG
WASHERS ON MECHANICAL GROUND CONNECTIONS
TO THE GROUND BAR.
TYPICAL GROUND BAR DETAIL
NOT TO SCALE
PAP
06 AWG GROUND
TO SECTOR
GROUND BAR
WEATHERPROOFING KIT
(TAPE. BUTYL & SCOTCH
COTE)
JUMPER CABLE NOTE:
FROM BTS
1. DO NOT INSTALL GROUND KIT
' AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN
�-�6 AWG GROUND TO TO CIGBE
ANTENNA GROUND BAR
COAXLAL CABLE GROUND KIT DETAILS
NOT TO SCALE
�tt11111111,/L�,
OF Ali/fieri
Q 0' '
VELOCITEL,'�
INC.=
=v �-
%��'� No.1687
APPUCANT/DWNER:
clearw ore
580 GERMANTOWN PIKE
SUITE 200
PLYMOTH MEETING, PA 19462
PREPARED FOR:
ERICSSON
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BY:
m velocitel*
complete wireless solutions
570 Colonial Park Drive
Suite "307
Roswell, Georgia 30075
Phone (770)645-5900
Fax (770) 645-5943
REVISIONS
REV I DATE DOXIIIII I eY
ISSUED FOR
A 10/0/10 ISSUED
�O'
!!SUED FOR
n I'm lf6An RV
SEAL
op
ARKA�SAS
***
_ REGISTERED
PROFESSIONAL
ENGINEER
10606
it �1
L AM
I I I I I ll
rs/�/ire
R 1S A VIOLATION Or LRA' FOR ANY PER50N
URLE'SS TT[::'Y ARE ACTING VhUtR THEDIRECTION
OF A LICENSED PHOrESSIDNAL ENGINEER TO
ALTER 7HT5 OCCUMEM. UNLESS E%PLICRLY
AGREED TO BY 7HE MINEER IN WRITING. fHE
ENGINEER DISCLAIMS ALL 40ECUTY ASSOCIATED
WITH THE RLUSE, ALfUMION OR UODITTCA104
OF THE CONTENTS HEREIN.
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
I DRAWN BY: RLG I
CHECKED BY: MZ
DATE:
10/01/10
JOB NO.:
501AEERUTSODON
SITE NO.:
AR—LITS0D5
DRAWING DESCRIPTION:
GROUNDING DETAILS
ORAV.:tiG NUMBER:
E5
• EXOTHERMIC WELD CONNECTION
• MECHANICAL CONNECTION
NOTES
1. HAND DIG AS REQUIRED TO PROTECT ALL EXISTING
UNDERGROUND UTILITIES (FIELD-VERIFI')
2. WHERE BARE COPPER GROUND WIRES ARE ROUTED
FROM ANY ABOVE -GRADE CONNECTION TO GROUND
RING. INSTALL WIRE IN PVC SLEEVE, FROM 3' BELOW
TOP TO GRAVEL TO CONNECTION POINT. SEAL TOP
WITH SILICONE MATERIAL.
3. INCLUDE ISOLATORS ONLY ON CABINET GROUND
BARS
QQSTING SEAL
GPS ANTENNA MONOPOLE
"00
EQUIPMENT
EQUIPMENT CABINET ` ■ S1
ARI A�' AS
REGISTERED
PROFESSIONAL
ANTENNA CABLE GROUNDING KIT ENGINEER
a I (TYPICAL OF 1 PER COAX LINE) **
INSTALL BEFORE TURNING HORIZONTAL �yf( 10606`x;'
BOTTOM OF TOWER + + + I I j 1■
VS CADWELD 12 GND WM 6' ABOVE � 1 GROUND BAR
GRADE FROM CORNER SUPPORT LEG TO R 5 A VIOLATION OF LAW Fn ANY PERSON
Urda5S 7-V AFC AMNC UNDER THE 01RECIION
GROUND RING IN 1/2-. NON-METALLIC `, 1 02 BARE SOLID TINNED COPPER TO OF A UCENSED PROFESSON4 ENGrNfM To
SEALTIGHT CONDUIT WITH SILICONE
SEALANT (T1?. 2 OPPOSITE CORNERS) ... ... ■ TOWER GROUND RING (V,I.F.) ALTER INS DAIMS AL t"IL ASSEXPCIKIE
AGREED TO BY THE ENGINEER IN WRITING, THE
' ENGINEER DISCLAIMS ALL ION OR ASSOCIATED
1 Hl� MiTHTHE REVS[, CMnET36.'1 EI MODIFICATgN
[1FTHECONIEHTSHEREIN.
PRD.ECT LOCATION
GRADEO PERIMETER GROUNDINND CILEA"RIE G AANNDG � , � • a AR-LITS006
TO FENCE IF WITHIN 6'-0' ■ ■ , 1 1 ■ I ■ 1 + GRoLiNDING�(V I.F.) 10500 CHICOT ROAD
� � -�'�- �----�---�-�- -� -----� --�-� LITTLE ROCK, AR 72209
DRAWN BY: RLG
J2 BARE SOLID TINNED COPPER IN VS CADWELD /2 GND WRE 6- ABOVE 11111 I I I I1 CHECKED BY: MZ
1/2' SEALTIGHTAPPROPRIATE
COWDUITATE TO CABINET GRADE
NON METALLICTSEALTIGHT CONDUIT ���`, � Hf /,�, DATE: 10/01/10
RING IN
WITH APPROPRIATE WATER TIGHT FIT'ITNGS / - OF AUT
WITH SIUCONE SENNQi . ❑ r
BOND CLEARWIRE GROUND RING10, 'A� roe No.: sO1AtRutsoD6N
TO EXISTING TOWER GROUND RING _ VELOCITEL, sT� No.: AR—uTsoos
A IN.F•) O MAIN CONTINLMY. _ i INC. a DRAWING DESCRIPTION:
- LSI {
SCHEMATIC DIAGRAM GROUNDING SYSTEMN0. 187 ��= GROUNDING DETAILS
6
DRAWING
NOT TO SCALE WING NUMBER:
rr. SAS E6
''�I1111111111111\
-
APPLICANT/OWNER:
ciearw ere
ANTENNA PIPE MOUNT
TYPIICAL ANTENNA SECTOR (SEE ANTENNA
SPECIFICATIONS CHAITT FOR NUTABER OF
S
SECTORS)
580 GERMANTOWN PIKE
SUITE 200
PLYMOTH MEETING, PA 19462
ANTENNA (SEE ANTENNA SPECIFICATIONS CHART
PREPARED FOR:
FOR NUMBER AND TYPE OF ANTENNA)
ERICSSON
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BY:
TOP OF TOWER GROUND
m xv. rel`
TOP OF TOWER
BAR BONDED TO TOWER
1zE;koi
RADIO HEAD
complete wireless solutions
570 Colonial Park Drive
GROUNDING KIT
Suite *307
Roswell, Georgia 30075
Plione (770) 645-5900
Fax (770) 645-5943
REVISIONS
REv DATE ompwrloN f'JY
A 10/01/10 ISR 1NDEW RLG
ANTENNA CABLES (SEE RF SHEET FOR
o 10/06/10coNslRUCT FORRV
NUMBER AND SIZE OF CABLE
QQSTING SEAL
GPS ANTENNA MONOPOLE
"00
EQUIPMENT
EQUIPMENT CABINET ` ■ S1
ARI A�' AS
REGISTERED
PROFESSIONAL
ANTENNA CABLE GROUNDING KIT ENGINEER
a I (TYPICAL OF 1 PER COAX LINE) **
INSTALL BEFORE TURNING HORIZONTAL �yf( 10606`x;'
BOTTOM OF TOWER + + + I I j 1■
VS CADWELD 12 GND WM 6' ABOVE � 1 GROUND BAR
GRADE FROM CORNER SUPPORT LEG TO R 5 A VIOLATION OF LAW Fn ANY PERSON
Urda5S 7-V AFC AMNC UNDER THE 01RECIION
GROUND RING IN 1/2-. NON-METALLIC `, 1 02 BARE SOLID TINNED COPPER TO OF A UCENSED PROFESSON4 ENGrNfM To
SEALTIGHT CONDUIT WITH SILICONE
SEALANT (T1?. 2 OPPOSITE CORNERS) ... ... ■ TOWER GROUND RING (V,I.F.) ALTER INS DAIMS AL t"IL ASSEXPCIKIE
AGREED TO BY THE ENGINEER IN WRITING, THE
' ENGINEER DISCLAIMS ALL ION OR ASSOCIATED
1 Hl� MiTHTHE REVS[, CMnET36.'1 EI MODIFICATgN
[1FTHECONIEHTSHEREIN.
PRD.ECT LOCATION
GRADEO PERIMETER GROUNDINND CILEA"RIE G AANNDG � , � • a AR-LITS006
TO FENCE IF WITHIN 6'-0' ■ ■ , 1 1 ■ I ■ 1 + GRoLiNDING�(V I.F.) 10500 CHICOT ROAD
� � -�'�- �----�---�-�- -� -----� --�-� LITTLE ROCK, AR 72209
DRAWN BY: RLG
J2 BARE SOLID TINNED COPPER IN VS CADWELD /2 GND WRE 6- ABOVE 11111 I I I I1 CHECKED BY: MZ
1/2' SEALTIGHTAPPROPRIATE
COWDUITATE TO CABINET GRADE
NON METALLICTSEALTIGHT CONDUIT ���`, � Hf /,�, DATE: 10/01/10
RING IN
WITH APPROPRIATE WATER TIGHT FIT'ITNGS / - OF AUT
WITH SIUCONE SENNQi . ❑ r
BOND CLEARWIRE GROUND RING10, 'A� roe No.: sO1AtRutsoD6N
TO EXISTING TOWER GROUND RING _ VELOCITEL, sT� No.: AR—uTsoos
A IN.F•) O MAIN CONTINLMY. _ i INC. a DRAWING DESCRIPTION:
- LSI {
SCHEMATIC DIAGRAM GROUNDING SYSTEMN0. 187 ��= GROUNDING DETAILS
6
DRAWING
NOT TO SCALE WING NUMBER:
rr. SAS E6
''�I1111111111111\
I
cle rw 0 re
SITE #: AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
CONSTRUCTION DRAWINGS
SITE INFORMATION
SCOPE OF WORK: PROPOSED (1) NEW BTS CABINET MOUNTED ON NEW
PLATFORM. PROPOSED (3) NEW CLEARWIRE ANTENNAS & (3)
NEW DAP HEADS MOUNTED ON NEW T -ARM MOUNTS.
SUBSTANTIAL SERVICE PROGRAM DAP
EQUIPMENT CONFIGURATION:
TOWER OWNER:
SBA TOWERS
CLEARWIRE ACQUISITION:
5900 BROKEN SOUND PARKWAY NW
COUNTY:
BOCA RATON. FL 33487
TOWER OWNER SITE#:
AR -04941 -A
SITE ACCESS COMBINATION:
4722
APPLICANT I.D.#:
AR-LITSOD6
APPLICANT:
CLEARWIRE
7E'**
REGISTERED
= PROFESSIONAL
- ENGINEER
***
4400 CARILLON POINT
TELCO PROVIDER:
KIRKLAND, WA 98033
SITE ADDRESS:
10500 CHICOT ROAD
CLEARWIRE ACQUISITION:
LITTLE ROCK, AR 72209
COUNTY:
PULASKI
LATITUDE:
34' 39' 18.28" N
LONGITUDE:
92' 21' 47.41" W
JURISDICTION:
PULASKI COUNTY
POWER COMPANY:
ENTERGY
7E'**
REGISTERED
= PROFESSIONAL
- ENGINEER
***
PHONE: (800) 368-3749
TELCO PROVIDER:
AT&T
PHONE: (504) 557-6500
ENGINEER:
VELOCITEL
570 COLONIAL PARK DRIVE, SUITE 307
■i
01111, !%
U 1
ROSWELL, GA 30075
C3 CIVIL DETAILS
MARK ZAGAME
IF IS A VIOLATION 0` 1AW NY PERSON
(770) 645-5900
SITE ACQ.:
VELOCITEL
E1 UTILITY PLAN & ONE -LINE DIAGRAM
2000 REGENCY PARKWAY, SUITE 135
PROJECT LOCATION
AR-LITS006
10500 CHICOT ROAD
CARY, INC 27518
E4 GROUNDING DETAILS
DANI CUTUP
(919) 380-0062
LOCATION MAP
NOT TO SCALE
DRIVING DIRECTIONS
TRAVELING ON 1-40 W. TAKE THE AR -440 E EXIT TOWARD JACKSONVILLE N.ERGE ONTO 1-440 W VIA EXIT 159 TOWARD
AIRPORT/JACKSONVILLE/AR-4-40/7EXARKANA. MERGE ONTO 1-30 W VIA THE EXIT ON THE LEFT TOWARD HOT
SPRINGS/TEXARKANIL TAKE THE UNNERSiTY AVENUE £X1r, EXIT 132, TOWARD US -70-8R E. KEEP RIGHT AT THE FORK
TO GO ON S UNIVERSTrY AVENUE. S UNIVERSITY AVE BECOMES N CHICOT ROAD.
APPUCANT/OWNER:
clearw're
E'L� ANDMIi�ISTRATIVFLY 580 GERTE 2 0 PIKE
SUITE 200
By Planning & r"&-,0!Cl^,.IT a nt slaf. . PLYMOTH MEETING, PA 19462
SILIbI 0CMeqor1cjt1C
Noted ermI#. PREPARED FOR:
E 'y'
ERICSSON a%
t-rr..J':'1 rlP .-z-OVED 7001 DEVELOPMENT DRIVE
P.O.BOX 13969
s+, RESEARCH TRIANGLE PARK, N.C. 27709
ZI �� / ' - 1>PREPARED BY:
/`�/•• ((((((��� '"01111111111111,, oxv/le-Nodel'
`<< �OF AUtly /�f complete wireless solutions
Q� f� 570 Colonial Park Drive
Suite 1307
FELOCITEL, Roswell, Georgia 30075
=
Of
r INC. D ` - Phone (770)645-5900
U r _ Fax (770) 645-5943
No. 1687�r i0,- REVISIONS 8511 LATE I Pam I BY
!�i/. •�7�' S`^��G, ,�\�` A 10/01/10 ISSUED FOR RW
'/A��►IIIIIItt1�\' 0 10/06/10 ,.rF•RV
APPROVALS
CLEARWIRE CONSTRUCTION:
DRAWN BY:
CLEARWIRE ACQUISITION:
DO NOT SCALE DRAWINGS
SEAL
CLEARWIRE RF OPS:
CONTRACTOR SHALL VERIFY ALL PUNS & EXISTING DIMENSIONS & CONDITIONS ON
CLEARWIRE RF ENGINEER:
►�►►►'►AT�1j1j'■■■r
CLEARWIRE BACK HAUL ENGINEER:
tr
2
ARKIRSAS
'
AR-UTSOD6
7E'**
REGISTERED
= PROFESSIONAL
- ENGINEER
***
TO OBTAIN LOCATION OF PARTICIPANTS'
DRAWING INDEX
SHEET 110: SHEET TITLE
T1 TITLE SHEET
10606;
Cl SITE PLAN & NOTES
■i
01111, !%
U 1
C2 ELEVATION & ANTENNA MOUNT DETAILS
C3 CIVIL DETAILS
Yrax, wiltri �CIQW
C8llwpm y-es9- FACILITIES PROTECTION REQUIRES
MINIMUM 2 WORKING DAYS NOTICE
IF IS A VIOLATION 0` 1AW NY PERSON
':V x
UNLESS THEY ARE ACTING UNDER THE OrREC1K7N
OF A L1C£NSEO ?WrESSIOPAL ENGINEER TO
ALIER THIS DOCUMENT. UNLESS EXPLICITLY
AGREED TO BY TRF ENQNIXR IN WRITING, THE
IONLIAOR ASSOCIATED
ENGINEER DME. ALTERATION
WITH THE REUSE. ALTERATION OR MODIFICATION
OF THE CONTENTS HEREIN.
E1 UTILITY PLAN & ONE -LINE DIAGRAM
E2 UTILITY DETAILS & NOTES
PROJECT LOCATION
AR-LITS006
10500 CHICOT ROAD
E3 GROUNDING PLAN & NOTES
E4 GROUNDING DETAILS
E5 GROUNDING DETAILS
E6 GROUNDING DETAILS
1t]Plv(,k West Hi
M
C.t 011
SFTE Lo[;noN
,
C
y (,dpi F9
NOT TO SCALE
DRIVING DIRECTIONS
TRAVELING ON 1-40 W. TAKE THE AR -440 E EXIT TOWARD JACKSONVILLE N.ERGE ONTO 1-440 W VIA EXIT 159 TOWARD
AIRPORT/JACKSONVILLE/AR-4-40/7EXARKANA. MERGE ONTO 1-30 W VIA THE EXIT ON THE LEFT TOWARD HOT
SPRINGS/TEXARKANIL TAKE THE UNNERSiTY AVENUE £X1r, EXIT 132, TOWARD US -70-8R E. KEEP RIGHT AT THE FORK
TO GO ON S UNIVERSTrY AVENUE. S UNIVERSITY AVE BECOMES N CHICOT ROAD.
APPUCANT/OWNER:
clearw're
E'L� ANDMIi�ISTRATIVFLY 580 GERTE 2 0 PIKE
SUITE 200
By Planning & r"&-,0!Cl^,.IT a nt slaf. . PLYMOTH MEETING, PA 19462
SILIbI 0CMeqor1cjt1C
Noted ermI#. PREPARED FOR:
E 'y'
ERICSSON a%
t-rr..J':'1 rlP .-z-OVED 7001 DEVELOPMENT DRIVE
P.O.BOX 13969
s+, RESEARCH TRIANGLE PARK, N.C. 27709
ZI �� / ' - 1>PREPARED BY:
/`�/•• ((((((��� '"01111111111111,, oxv/le-Nodel'
`<< �OF AUtly /�f complete wireless solutions
Q� f� 570 Colonial Park Drive
Suite 1307
FELOCITEL, Roswell, Georgia 30075
=
Of
r INC. D ` - Phone (770)645-5900
U r _ Fax (770) 645-5943
No. 1687�r i0,- REVISIONS 8511 LATE I Pam I BY
!�i/. •�7�' S`^��G, ,�\�` A 10/01/10 ISSUED FOR RW
'/A��►IIIIIItt1�\' 0 10/06/10 ,.rF•RV
APPROVALS
CLEARWIRE CONSTRUCTION:
DRAWN BY:
CLEARWIRE ACQUISITION:
DO NOT SCALE DRAWINGS
SEAL
CLEARWIRE RF OPS:
CONTRACTOR SHALL VERIFY ALL PUNS & EXISTING DIMENSIONS & CONDITIONS ON
CLEARWIRE RF ENGINEER:
►�►►►'►AT�1j1j'■■■r
CLEARWIRE BACK HAUL ENGINEER:
�`` S�
SITE OWNER:
ARKIRSAS
'
AR-UTSOD6
7E'**
REGISTERED
= PROFESSIONAL
- ENGINEER
***
TO OBTAIN LOCATION OF PARTICIPANTS'
DRAWING INDEX
SHEET 110: SHEET TITLE
T1 TITLE SHEET
10606;
Cl SITE PLAN & NOTES
■i
01111, !%
U 1
C2 ELEVATION & ANTENNA MOUNT DETAILS
C3 CIVIL DETAILS
Yrax, wiltri �CIQW
C8llwpm y-es9- FACILITIES PROTECTION REQUIRES
MINIMUM 2 WORKING DAYS NOTICE
IF IS A VIOLATION 0` 1AW NY PERSON
C4 CABINET DETAILS & ELEVATIONS
UNLESS THEY ARE ACTING UNDER THE OrREC1K7N
OF A L1C£NSEO ?WrESSIOPAL ENGINEER TO
ALIER THIS DOCUMENT. UNLESS EXPLICITLY
AGREED TO BY TRF ENQNIXR IN WRITING, THE
IONLIAOR ASSOCIATED
ENGINEER DME. ALTERATION
WITH THE REUSE. ALTERATION OR MODIFICATION
OF THE CONTENTS HEREIN.
E1 UTILITY PLAN & ONE -LINE DIAGRAM
E2 UTILITY DETAILS & NOTES
PROJECT LOCATION
AR-LITS006
10500 CHICOT ROAD
E3 GROUNDING PLAN & NOTES
E4 GROUNDING DETAILS
E5 GROUNDING DETAILS
E6 GROUNDING DETAILS
LITTLE ROCK, AR 72209
DRAWN BY:
RLG
DO NOT SCALE DRAWINGS
CHECKED BY:
MZ
CONTRACTOR SHALL VERIFY ALL PUNS & EXISTING DIMENSIONS & CONDITIONS ON
DATE:
10/01/10
JOB No, ;
501AEERLITSOWN
THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR
SITE NO.:
AR-UTSOD6
SAME
TO OBTAIN LOCATION OF PARTICIPANTS'
DRAWING DESCRIPTION:
UNDERGROUND FACILITIES BEFORE YOU DIG IN
' ARKANSAS
TITLE SHEET
ARKANSAS ONE CALL
811 OR (600) 482-8998
DRAWING NUMBER:
T1
Yrax, wiltri �CIQW
C8llwpm y-es9- FACILITIES PROTECTION REQUIRES
MINIMUM 2 WORKING DAYS NOTICE
BEFORE YOU EXCAVATE
EXISTING EQUIPMENT ON
CONCRETE PAD
(OTHER CARRIER)
EXISTING UTILITY I�
H—FRAME (TYP.)
EXISTING
MONOPOLE
EXISTING ICE
BRIDGE
EXISTING EQUIPMENT ON
CONCRETE PAD
(OTHER CARRIER)
PROPOSED CABLE
BRIDGE
i
I
w
PROPOSED (3' X 6')
PLATFORM
EXISTING
CONCRETE PAD 0
PROPOSED H—FRAME
W/ METER AND
DISCONNECT
30'-2
�.►. I l r. I I--110' 98'
No—ohm 116W.�
ll■11111
40
1
so
EXISTING UTILITY
H—FRAME
EXISTING 12' WIDE
DOUBLE SWING GATE
PROPOSED CLEARWIRE
(7' X 7') LEASE AREA
(49 SF)
SITE PLAN
SCALE: 1" = 10'
10 0 10
1 "=10'
a `\\\\111111111///�1J
(�O� AU7jy ,,
IN 1a`z:
1. FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION; THEREFORE HANDICAPPED
0
ACCESS IS NOT REQUIRED NOR IS ADDITIONAL SITE PARKING.
Z_ =_
2. FACILITY WAS NO PLUMBING.
VELOCITEL,
= DETAIL REFERENCE
- Lb INC.Lb 5 -
3. FACILITY WILL BE INDEPENDENTLY POWERED WITH SEPARATE METER.
= 04. Z =
4. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN
No. �1687 �_Z7
THESUPEMBSBLL AND ERECTION OF RADIO ANTT]NAS, TRANSMISSION ONES, AND
r`l/ERVE
AND PRACTICE ALL
�IvSR$—���\ �`,`
COMPANIES AND SHALL
5.S.H SERVICE F0OR CIFARWIRE.
SAFETYWHIM PERFORMS
11111111111\
PROPOSED (1) NEW 2 -
FLEXIBLE INNERDUCT
ROUTED OUTSIDE
MONOPOLE
EY.ISTING EQUIPMENT ON
CONCRETE PAD
(OTHER CARRIER)
EXISIINO WOODEN FENCE
EXISTING GENERATOR ON
CONCRETE PAD
PROPOSED NOWAY (DAP)
BTS CABINET
E] = KEYED NOTES
= ELEVATION REFERENCE
A -i
1 = SECTION REFERENCE
6. CONTRACTOR SHALL CONDUCT A HAZARD ANALYSIS AND/OR SAFETY INSPECTION
PRIOR TO BEGINNING ANY WORK ACTIVITIES. CONTRACTOR SHALL IDENTIFY WHETHER THE
SAFETY HAZARD(S) WILL IMPACT THE PROPOSED CLEARWIRE WORK OR OTHERWISE MAY
CAUSE PROPERTY DAMAGE. THE ERICSSON CONSTRUCTION MANAGER SHOULD BE
IMMEDIATELY NOTIFIED OF EXISTING SAFETY HAZARD(S) THAT ARE FOUND/DETECTED. NO
WORK AFFECTED BY THE REPORTED S*ETY HAZARD(S) SHALL BE UNDERTAKEN UNTIL
THE DUCSSON CONSTRUCTION MANAGER HAS WORKED WITH 'THE AFFECTED PARTIES TO
ACHIEVE A RESOLUTION TO MITIGATE OR ELIMINATE THE HAZARD(S).
7. TOWER MODIFICATIONS, IF REQUIRED, ARE TO BE COMPLETED BEFORE THE
INSTALLATION OF ANY EQUIPMENT ON THE TOWER. UNLESS OTHERWISE WAIVED BY THE
TOWER OWNER IN WRITING.
8. SITE INFORMATION WAS PREPARED USING MMS, TAX MMS, IN—HOUSE SITE
MFASURfAlE7iTS AND PIANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN
ACCURATE BOUNDARY SURVEY.
9. THIS SITE WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND IS SUBJECT
TO ALL EASEMENT AND RESTRICTIONS OF RECORD.
10. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY
TECHNICIAN'' APPROXIMATELY ONCE PER MONTH.
11. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
SANITARY SERVICE.
12. CONTRACTOR 70 VERIFY ANTENNA ELEVATION AND AZIMUTH WITH ERICSSON
CONSTRUCTION MANAGER PRIOR TO INSTALLATION.
13. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
14. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL" TO LOCATE ALL UTILITIES PRIOR
TO CONSTRUCTION.
15. ANY DISCREPANCIES OR APPARENT CONFLICTS ENCOUNTERED IN FIELD CONDITIONS
SHALL BE CALLED TO THE ATTENTION OF ERICSSON FOR INTERPRETATION.
16. THE PROPERTY FACILITY WILL CAUSE ONLY A 'DE MINNIIS' INCREASE IN STORM
WATER RUNOFF. THEREFORE: NO DRAINAGE STRUCTURES ARE PROPOSED.
17. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY.
18. NO DEBRIS SHALL BE BURIED ON SITE.
19. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE.
20, REDLINED AS—BUILTS ARE TO BE DELIVERED TO THE ERICSSON CONSTRUCTION
MANAGER AS PART OF THE CLOSEOUT PACKAGE.
21. PROVIDE TWO COPIES OF OPERATION AND MAINTEILWCE MANUALS IN THREE—RING
BINDER.
22. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE
BUILDING CODES AND LOCAL ORDINANCES. INSTALLED IN A NEAT MANNER AND SHALL
BE SUBJECT TO APPROVAL BY THE ERICSSON CONSTRUCTION MANNER.
23. CONDUCT A PRE—CONSTRUCTION SITE VISIT AND VERIFY EXISTING SITE CONDITIONS
AFFECTING THIS WORK. REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION
PRIOR TO THE START OF CONSTRUCTION.
24. PROTECT EKISnNG SITE AND ADJACENT STRUCTURES AND. FINISHES FROM DAMIAGE.
ALL DAMAGED PROPERTY. STRUCTURES OR FINISHES SHALL BE RESTORED TO THEM
PRE—CONSTRUCTION CONDTRDN.
25. REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN A TNMIEL7 FASHION
WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE
CHARGED ACCORDINGLY. REMOVAL OF DEBRIS SHALT. BE COORDINATED WITH THE SITE
OWNERS REPRESENTATIVE. DEBRIS SHALL BE REMOVED FROM THE PROPERTY AND
DISPOSED OF LEGALLY. USE OF THE PROPERTYS DUMPSTER IS PROHIBITED-
APPLICANT/OWNER:
c[earw Ore
580 GERMANTOWN PIKE
SUITE 200
PLYMOTH MEETING, PA 19462
PREPARED FOR:
ERICSSON
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BY:
oxv/1.D.1odd
complete wireless solutlons
570 Colonial Park Drive
Suite ;307
Roswell, Georgia 30075
Phone (770) 645-5900
Fax (770) 645-5943
REVISIONS
REV I AX DESCIIISIT1N By
A t0/Ot/If! RENFOit RLG
D IDAT6110rWLD F R , RV
FiVR
p,T E r + 0,r �.
AR! ACS AS
REGISTERED =
PROFESSIONAL _-
ENGINEER
�4- 10606
C ! p4
AM
�11� +rlllltT t �
R t5 A V10l WR OF LAW WR ANY PCREON
UNLESS THEY ARE AM, N'S UNOER THE DIRECTION
OF A UC NSEO PROFESSIONAL EmANEER TO
ALTER IHS DOCWIENT. UNLESS EXPLILRLY
AMCED TO DY THE D#GIVEEB IN WRITING, THE
DXURFER DIS'YAW ALL LIABILITY ASSOMTED
WITH THE R[US. ALTERATION OR MODHICATKIN
OF THE CONTENTS HEREIN.
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
DRAWN BY: RLG
CHECKED BY: MZ
DATE: 10/000
JOB NO.: 501AEERUTSDD6N
SITE NO.: AR-LITSOOS
DRAWING DESORPTION:
SITE PLAN
& NOTES
DRAWING NUMBER:
C1
LEGEND:
0
= REVISION
Q
= KEY NOTES
1
= DETAIL REFERENCE
E] = KEYED NOTES
= ELEVATION REFERENCE
A -i
1 = SECTION REFERENCE
6. CONTRACTOR SHALL CONDUCT A HAZARD ANALYSIS AND/OR SAFETY INSPECTION
PRIOR TO BEGINNING ANY WORK ACTIVITIES. CONTRACTOR SHALL IDENTIFY WHETHER THE
SAFETY HAZARD(S) WILL IMPACT THE PROPOSED CLEARWIRE WORK OR OTHERWISE MAY
CAUSE PROPERTY DAMAGE. THE ERICSSON CONSTRUCTION MANAGER SHOULD BE
IMMEDIATELY NOTIFIED OF EXISTING SAFETY HAZARD(S) THAT ARE FOUND/DETECTED. NO
WORK AFFECTED BY THE REPORTED S*ETY HAZARD(S) SHALL BE UNDERTAKEN UNTIL
THE DUCSSON CONSTRUCTION MANAGER HAS WORKED WITH 'THE AFFECTED PARTIES TO
ACHIEVE A RESOLUTION TO MITIGATE OR ELIMINATE THE HAZARD(S).
7. TOWER MODIFICATIONS, IF REQUIRED, ARE TO BE COMPLETED BEFORE THE
INSTALLATION OF ANY EQUIPMENT ON THE TOWER. UNLESS OTHERWISE WAIVED BY THE
TOWER OWNER IN WRITING.
8. SITE INFORMATION WAS PREPARED USING MMS, TAX MMS, IN—HOUSE SITE
MFASURfAlE7iTS AND PIANS OF RECORD AND SHOULD NOT BE CONSTRUED AS AN
ACCURATE BOUNDARY SURVEY.
9. THIS SITE WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND IS SUBJECT
TO ALL EASEMENT AND RESTRICTIONS OF RECORD.
10. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY
TECHNICIAN'' APPROXIMATELY ONCE PER MONTH.
11. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
SANITARY SERVICE.
12. CONTRACTOR 70 VERIFY ANTENNA ELEVATION AND AZIMUTH WITH ERICSSON
CONSTRUCTION MANAGER PRIOR TO INSTALLATION.
13. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
14. CONTRACTOR SHALL MAKE A UTILITY 'ONE CALL" TO LOCATE ALL UTILITIES PRIOR
TO CONSTRUCTION.
15. ANY DISCREPANCIES OR APPARENT CONFLICTS ENCOUNTERED IN FIELD CONDITIONS
SHALL BE CALLED TO THE ATTENTION OF ERICSSON FOR INTERPRETATION.
16. THE PROPERTY FACILITY WILL CAUSE ONLY A 'DE MINNIIS' INCREASE IN STORM
WATER RUNOFF. THEREFORE: NO DRAINAGE STRUCTURES ARE PROPOSED.
17. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY.
18. NO DEBRIS SHALL BE BURIED ON SITE.
19. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE.
20, REDLINED AS—BUILTS ARE TO BE DELIVERED TO THE ERICSSON CONSTRUCTION
MANAGER AS PART OF THE CLOSEOUT PACKAGE.
21. PROVIDE TWO COPIES OF OPERATION AND MAINTEILWCE MANUALS IN THREE—RING
BINDER.
22. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE
BUILDING CODES AND LOCAL ORDINANCES. INSTALLED IN A NEAT MANNER AND SHALL
BE SUBJECT TO APPROVAL BY THE ERICSSON CONSTRUCTION MANNER.
23. CONDUCT A PRE—CONSTRUCTION SITE VISIT AND VERIFY EXISTING SITE CONDITIONS
AFFECTING THIS WORK. REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION
PRIOR TO THE START OF CONSTRUCTION.
24. PROTECT EKISnNG SITE AND ADJACENT STRUCTURES AND. FINISHES FROM DAMIAGE.
ALL DAMAGED PROPERTY. STRUCTURES OR FINISHES SHALL BE RESTORED TO THEM
PRE—CONSTRUCTION CONDTRDN.
25. REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN A TNMIEL7 FASHION
WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE
CHARGED ACCORDINGLY. REMOVAL OF DEBRIS SHALT. BE COORDINATED WITH THE SITE
OWNERS REPRESENTATIVE. DEBRIS SHALL BE REMOVED FROM THE PROPERTY AND
DISPOSED OF LEGALLY. USE OF THE PROPERTYS DUMPSTER IS PROHIBITED-
APPLICANT/OWNER:
c[earw Ore
580 GERMANTOWN PIKE
SUITE 200
PLYMOTH MEETING, PA 19462
PREPARED FOR:
ERICSSON
7001 DEVELOPMENT DRIVE
P.O.BOX 13969
RESEARCH TRIANGLE PARK, N.C. 27709
PREPARED BY:
oxv/1.D.1odd
complete wireless solutlons
570 Colonial Park Drive
Suite ;307
Roswell, Georgia 30075
Phone (770) 645-5900
Fax (770) 645-5943
REVISIONS
REV I AX DESCIIISIT1N By
A t0/Ot/If! RENFOit RLG
D IDAT6110rWLD F R , RV
FiVR
p,T E r + 0,r �.
AR! ACS AS
REGISTERED =
PROFESSIONAL _-
ENGINEER
�4- 10606
C ! p4
AM
�11� +rlllltT t �
R t5 A V10l WR OF LAW WR ANY PCREON
UNLESS THEY ARE AM, N'S UNOER THE DIRECTION
OF A UC NSEO PROFESSIONAL EmANEER TO
ALTER IHS DOCWIENT. UNLESS EXPLILRLY
AMCED TO DY THE D#GIVEEB IN WRITING, THE
DXURFER DIS'YAW ALL LIABILITY ASSOMTED
WITH THE R[US. ALTERATION OR MODHICATKIN
OF THE CONTENTS HEREIN.
AR-LITS006
10500 CHICOT ROAD
LITTLE ROCK, AR 72209
DRAWN BY: RLG
CHECKED BY: MZ
DATE: 10/000
JOB NO.: 501AEERUTSDD6N
SITE NO.: AR-LITSOOS
DRAWING DESORPTION:
SITE PLAN
& NOTES
DRAWING NUMBER:
C1