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COMMUNICATIONS
SBA COMMUNICATIONS
412 Cahaba Valley Inc.
Pelham, AL 35124
TOWER EXTENSION AND ACCESS PORT DETAILS
PROFESSOR BOWL / AR 05007-A
901 TOWNE OAK
LITTLE ROCK, AR
CODE COMPLIANCE
STRUCTURAL ANALYSIS AND EXTENSION DESIGN WERE CARRIED OUT IN
ACCORDANCE WITH TLA/EIA-222—F FOR A BASIC WIND SPEED (FASTEST
MILE) OF 70 MPH WITH 1/2' RADIAL ICE
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PROJECT DATA
TOW.1 R HEIGHT: 133 FEET (WRIT NEW EXTENSION)
TOWER TYPE: VALMONT MONOPOLE
ORDER # 17389-98
ANALYSIS REPORT: MH PROJECT 140. 8023039: SBA -028
SAS—SBA-026—REPORT.DOC
LIST OF DRAWINGS
No,
TITLE REVISION
CIS shown
T1
COVER SHEET
0
S1
ELEVATION
p
S2
EXTENSION & ACCESS PORT DETAILS
0
N1
GENERAL A STEEL NOTES
0
N2
WELDING AND ACCESS PORT NOTES
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-:aIti6/az
0 8/27/02 Issued for Construction
No.1 Date I Action
MO R R I S 0 N
HE R S H F I E L D
M
66 Perimeter Center East. Suite 600
Atlanta. GA. 30346
Tel: (770) 379 8500 Fax: (770) 379 8501
www.morrisonhershfield.com
Client:
SBA ))))
COMMUNICATIONS
412 Cahaha Valley
Pelham. AL 35124
Project '
PROFESSOR BOWL
901 TOWNE OAK
LITTLE ROCK, AR
Drawing Title:
COVER SHEET
Scale:
Project No.
CIS shown
6023039/SBA-026
Designer.
Date:
SAS
08/27/02
Drawn By:
Checked By:
SOP
DH u
Drawing File:
Client Approval
SBA -026
Revision No. Drawing No
0 T1
EL. 155'-0"
TOWER EXTENSION:
NEW 18"0 SCH. 10 PIPE,
A500 GRADE C, 46 KSI.
1 TOWER ELEVATION
S1
SCALE: N.T.S.
STANDARDS: TIA/EIA-222—F WIND SPEED: 70 MPH
RADIAL ICE: 1/2"
ANTENNA SCHEDULE
ELEV.
NO. OF
ANTENNAS
ANTENNA
MODEL
TX—LINE
SIZE
COMMENT
155'
(3)
EMS FS90-1 1 —00—DA2
(3) 1-1/4"
PROPOSED
155'
Client Approval
(3) STAND—OFF MOUNTS
PROPOSED
148'
(6)
DECIBEL DB98.OH9OT2 PANELS
(6) 1-5/8"
EXISTING
148'
LOW PROFILE PLATFORM
EXISTING
135'
(6)
6 FT. SCALA PANELS
(6) 1-3/4"
EXISTING
135'
(3) T—ARM MOUNTS
EXISTING
101'
(12)
CELWAVE APL868-013 PANELS
(12) 7/8"
EXISTING
101'
LOW PROFILE PLATFORM
EXISTING
NOTE:
1. TRANSFER LIGHTNING ROD, IF PRESENT, TO TOP OF TOWER. PROVIDE EXTENSION TO
MATCH EXISTING, TO LIGHTENING ROD DOWNRUN CABLE, IF PRESENT. SPLICE CABLE
USING EXOTHERMAL CONNECTION.
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REGISTBRM
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NO.ZW .
0 1 8/27/02 1 Issued for Construction
No. Date I Action
M 0 R R IS O N
H E R S H F IE L D
M
66 Perimeter Center East, Suite 600
Atlanta, CA. 30346
Tel: (770) 379 8500 Fax: (770) 379 8501
www.morrisonhershfield.com
Client:
SSA ))))
COMMUNICATIONS
412 Cohaba Valley
Pelham, AL 35124
Project:
PROFESSOR BOWL
901 MWNE OAK
UTRE ROCK, AR
Drawing Title:
ELEVATION
Scale:
Project No.
as shown
6023039/SBA-026
Designer.
Date:
SAS
08/27/02
Drawn By:
Checked By:
SOP
DHu
Drawing File:
Client Approval
SBA -026
Revision No_ Drawing No
0 1 SI
E
3/8" THK. FLANGE PLATE
(4) 11/16"0 HOLES
FOR NEW 5/8"0 A325
BOLTS ON 21 "0
BOLT CIRCLE
NEW MONOPOLE EXTENSION
18"0 SCH. 10 PIPE 5"
A500 GR. C, 46 KSI
NEW EXIT PORT
(1 LOCATION)
2
52
PROVIDE STEP BOLTS
AT 12" CENTERS
PROVIDE SAFETY CABLE
1" PLATE
EXISTING 1.375"
FLANGE PLATE
DETAIL
SCALE: 1"=l'—O"
12-1
3/8" THK. COVER PLATE
(4) NEW 1 "0 A325 BOLTS
ON 26.54"0 BOLT CIRCLE
EXIST. MONOPOLE SHAFT
cV
SECTION
SCALE: 1-1/2"=1'-0"
IN 5" x 10" OPENING REINFORCED
SS/TS 10" x 5" x 5/8" @ 5" LONG
k-500, GRADE "C", 50KSI YIELD.
. IN ACCORDANCE WITH INSTRUCTIONS
--ET N1. LOCATE TO GIVE MIN. 6"
..L-L-r,l.�NCE FROM STEP BOLTS.
SEE DETAIL 3/S2
DETAIL OF OPENING
N.T.S-
NEW 18"0 PIPE
COMPLETE PENETRATION WELD
REINFORCING RING
HSS SECTION
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0 9/27/02 1 Issued for Construction
qo.l Date I Action
M 0 R R I S 0 N
HE R S H F I E L D
M
66 Perimeter Center East, Suite 600
Atlanta, 0A 30346
Tel: (770) 379 8500 Fax: (770) 379 8501
www.marrisonhamhfield.com
Client:
S BA >>��
COMMUNICATIONS
412 Cahaba Valley
Pelham, AL 35124
Project:
PROFESSOR BOWL
901 TOWNE OAK
LITTLE ROCK, AR
Drawing Title:
TOWER EXTENSION
& ACCESS PORT
DETAILS
asshown
6023039/SBA-026
Designer:
Date:
SAS
08/27/02
Drawn By:
Checked By:
SOo
DHu
Drawing File:
Client Approval
SBA -026
Revision No.I Drawing No.
S2
GENERAL:
1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN SBA OR IT'S
DESIGNATEDREPRESENTATIVE.
16.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SAFEGUARD ALL EXISTING
STRUCTURES OR BURIED SERVICES AFFECTED BY THIS CONSTRUCTION. CONTRACTOR IS
ALSO RESPONSIBLE FOR TEMPORARILY RELOCATING ANY -LINES OR STRUTS THAT ARE
NECESSARY WHEN COMPLETING THE REQUIRED WORK.
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` STAiE
� AR�
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR 17. STRUCTURAL DESIGN IS FOR THE COMPLETE CONDITION ONLY. THE CONTRACTOR SHOULD
UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST BE EXPERIENCED IN THE PERFORMANCE
OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE MAKE ADEQUATE PROVISIONS FOR CONSTRUCTION STRESSES AND PROVIDE SUFFICIENT
PLUMB AND LEVEL DURING
CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT TEMPORARY BRACING AND SHORING TO KEEP THE STRUCTURE PL
HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY ALL PHASES OF WORK.
LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN
WHICH IT IS TO BE PERFORMED. 18. ALL DESIGN LOADINGS INDICATED ON THESE DRAWINGS ARE NOMINAL OR SERVICE (I.E.
3.
THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL PARTS OF THE
1
UNFACTORED SERVICE) LOADINGS UNLESS OTHERWISE INDICATED. ON ANY NEW
STRUCTURAL FRAMING, DO NOT EXCEED THE DESIGN LOADINGS INDICATED ON THESE
VV
DO NOT USE THESE DRAWINGS FOR ANY OTHER SITE.
STRUCTURE, AND SHALL BE READ IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS AND
DRAWINGS.
23.
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MORRISON HERSHFIELD
PROJECT SPECIFICATIONS.
BEFORE PROCEEDING WITH THE WORK.
CORPORATION AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
4•
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVALS FROM ALL AUTHORITIES HAVING
19.
MEMBER REPLACEMENT SHALL BE PERFORMED ONLY DURING CALM DAYS (MAX. WIND
SPEED OF 10 MPH). REPLACE ONLY ONE MEMBER AT A TIME.
l l/
M 0 R R I S 0 NH
JURISDICTION FOR THIS PROJECT, AND SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE,
E R S H F I E L D
6
COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
20.
ALL WELDING SHALL BE CARRIED OUT UNDER GOOD WEATHER CONDITIONS (MAX. WIND
5
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND
REQUIREMENTS OF THE PERMITS. -
MENTIONED IN THE FOLLOWING NOTES AND SPECIFICATIONS UNLESS NOTED OTHERWISE.
SPEED OF 10 MPH AND MINIMUM TEMPERATURE OF 50' F). PREHEATING MAY BE
CONSIDERED IF THE WORK MUST BE PERFORMED AT LOWER TEMPERATURES.
4
_
21.
DO NOT SCALE DRAWINGS.
2
6. ERECT GUARDS AND BARRIERS PER APPLICABLE LABOR AND CONSTRUCTION SAFETY
1
REGULATIONS.
22.
DO NOT USE THESE DRAWINGS FOR ANY OTHER SITE.
0 8/27/02 Issued for Construction
7- VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER/ARCHITECT
23.
THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MORRISON HERSHFIELD
No. Date Action
BEFORE PROCEEDING WITH THE WORK.
CORPORATION AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN
8. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF
PERMISSION.
M 0 R R I S 0 NH
COMPLETED CONSTRUCTION.
E R S H F I E L D
9.
STRUCTURAL STEEL:
USE ONLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDS OR REGULATIONS
nN
MENTIONED IN THE FOLLOWING NOTES AND SPECIFICATIONS UNLESS NOTED OTHERWISE.
1-
DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO TIA/EIA-222—F
10. ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH ANSI, ASTM, ACI AND AISC STANDARDS AS
"STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES", AND
66 Perimeterntea, Gk 30346uite 600
Atlanta,
REFERENCED IN THE APPLICABLE CODE.
AISC—ASD-1989, UNO.
rel: (770) 379 8500 Fax: (770) 379 6501
www.morrisonhamhfeld.com
11. STRUCTURAL ELEMENTS SHOWN ON THESE DRAWINGS ARE DESIGNED IN ACCORDANCE WITH
2•
ALL STRUCTURAL STEEL TO BE NEW AND CONFORM TO THE FOLLOWING UNO.
Client:
THE APPLICABLE BUILDING CODE. ALL CONSTRUCTION, EXCEPT WHERE NOTED OTHERWISE,
SHALL COMPLY WITH THAT CODE.
A500 GRADE C, 46 KSI YIELD OR A572 GRADE 50. ALL BOLTS SHALL BE
HIGH STRENGTH CONFORMING TO ASTM A325 TYPE 1 AND SHALL BE HOT DIP
��
GALVANIZED. ALL BOLTS SHALL BE FULLY PRETENSIONED USING THE TURN—OF
/
/
12. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE
—THE—NUT METHOD.
COMMUNICATIONS
FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE DRAWINGS. ANY AND ALL
SUBSTITUTIONS MUST BE DULY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND
3
WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINGS,
412 mah b Valley
ENGINEER PRIOR TO FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL FURNISH
FABRICATOR SHALL DESIGN CONNECTIONS TO RESIST LOADS AND FORCES WHERE
Pmject:
SHOWN ON DRAWINGS AND AS OUTLINED IN SPECIFICATIONS. DRAWINGS SHALL BE
SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT
BEING SUBSTITUTED.
SEALED BY THE FABRICATORS LICENCED ENGINEER.
PROFESSOR BOWL
13. ALL MANUFACTURER'S HARDWARE ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND
4.
PROVIDE ALL REQUIRED GUSSETS, SPACERS, FILLERS AND BATTEN PLATES.
901 TOWNE OAK
LITTLE ROCK, AR
SHALL SUPERSEDE ANY CONFLICTING NOTES ENCLOSED HEREIN.
Drawing Title:
5. MAKE NO HOLES IN ANY NEW OR EXISTING STUCTURAL STEEL MEMBER OTHER
E 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL
THOSE SHOWN ON STRUCTURAL DRAWINGS WITHOUT APPROVAL BY THE
GENERAL & STEEL
DO SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS
ETHAN NG N
n ALSO RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION PROCEDURES MEET THE
I REQUIREMENTS OF OSHA, THE OWNER AND OTHER APPLICABLE LOCAL, STATE AND FEDERAL
6•
ALL EXPOSED STRUCTURAL STEEL (INCLUDING BOLTS, PACK WASHERS, PINS,
SAFETY REGULATIONS.
ETC.) TO BE HOT—DIP GALVAN'IED IN ACCORDANCE WITH ASTM A153 AND A123.
sale:
Project No.
FOR ALL WELDED CONNECTIONS TO BE GALVANIZED, PROVIDE WELDS ALL AROUND
as Shaw"
SAS Designer.08/27/02
15. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL OR ADD SEAL WELDS WHERE STRUCTURAL WELDS ARE NOT SPECIFIED.
i COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIAL
Drawn By:
chceked By -
3 ACCESS, WITH THE RESIDENT LEASING AGENT-
7.
SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION.
50
°""
Drawing File:
Client Approval
o
SIVA-026
Revision No.
Drawing No.
O
n0
N1
WELDS:
1. ALL WELDING ELECTRODES SHALL BE E70XX.
m ,or srx[ w.wacs aaawwscw w 7 mgr .0
ow®ow I.w .ase mm�vxs er r.rc ammz ex
PROFESSOR BOWL
• ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1 INCLUDING CERTIFIED
901 TOWNE OAK
WELDERS, QUALIFIED PROCEDURE AND SATISFACTORY WEATHER CONDITIONS. WELDING SHALL
LITTLE ROCK, AR
BE INSPECTED BY A QUALIFIED INSPECTOR. CERTIFICATION TO AWS CWI OR ACWI IS
Drawing Title:
RECOMMENDED FOR VISUAL INSPECTION, AND ASNT—TC-1A LEVEL 2 OR 3 FOR DYE
GENERAL
PENETRANT OR MAGNETIC PARTICLE WORK. A COPY OF THE WELDERS CERTIFICATION SHALL
..o>•��«■�■
=� SKATE
BE MAINTAINED AS PART OF THE PROJECT FILE.
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3. ALL WELDS ARE SEAL WELDS AND ARE 1/4" FILLET WELDS UNLESS NOTED OTHERWISE.
FMMTERM
FOR ACCESS. PORTS, WELDS SHALL DEVELOP FULL STRENGTH OF BASE METAL.
own
4. PAINTALL WELD AFFECTED AREAS WITH ONE COAT OF ZINC RICH PRIMER AND TWO COATS
!!o
OF ZINC RICH PAINT CONFORMING TO ASTM 780 AND IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
By: Checked By:
KDrawing
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ACCESS PORT INSTALLATION:
6
1. MARK THE REQUIRED. OPENING ON THE POLE USING A RIM AS A TEMPLATE. CARE SHOULD
5
4
BE TAKEN TO MINIMIZE THE ROOT OPENING (AWS TOLERANCES_ ALLOW. A MAXIMUM OF 0.19).
Revision No. Drawing No.
Cn
3
2. CUT THE OPENING. NO FLAME CUTTING ALLOWED.
2
1
GRIND EDGES OF THE OPENING ACHIEVING A BEVEL ANGLE OF 300 TO 450. REMOVE ZINC
o 6/27/02 Issued for Construction
FROM THE WELD AREA PLUS 1/4" TO 1/2" (INCLUDING ZINC ON THE INSIDE SURFACE OF
No. Date Action
THE POLE). NOTE: ZINC SHALL NOT BE ALLOWED TO CONTAMINATE THE WELD AS THIS WILL
GREATLY REDUCE THE STRENGTH OF THE CONNECTION.
M
O R R I S O N
3. POSITION THE RIM AND TACK WELD IN PLACE. FINISH WELDING THE RIM WITH A FULL
HE R S H F I E L D
PENETRATION WELD (DETAIL 3/S2).
4• INSPECT THE WELDS AND REPAIR GAVLANIZED COATING AS NOTED ABOVE.
66 Perimeter Center East, Suite 600
.
Atlanta, G.4. 30346
Tel: (770) 379 8500 Fax: (770) 379 8501
www.rnorrisanhershfield.com
Client:
S BA
COMMUNICATIONS
412 Cohaba Valley
Pelham, AL 35124
Project:
PROFESSOR BOWL
901 TOWNE OAK
LITTLE ROCK, AR
E
Drawing Title:
a
'2
GENERAL
M
REINFORCEMENT
N
NOTES
O
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Scale: Project No.
own
er: Date:
3
By: Checked By:
KDrawing
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Fila: Client Approval
N
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26
m¢
Revision No. Drawing No.
Cn
0 N2
GENERAL NOTES PROJECT INFORMATION
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS
CONTRACTOR — BECHTEL
SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) SITE ADDRESS: 901 TOWNE OAK RIVEAT&T
OWNER — AT&T WIRELESS SERVICES. LITTLE ROCK, AR 72212
2. SALL SITE WORK PECIFICATIONS. SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT TUDE: 92' 22' 34.59
LONG " W (NAD83)
3.
DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. JURISDICTION: CITY OF LITTLE ROCK, PULASKI COUNTY r� D
4, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CURRENT USE: TELECOMMUNICATIONS FACILITY AT&T WIRELESS
CODES, REGULATIONS, AND ORDINANCES, SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES PROPOSED USE: TELECOMMUNICATIONS FACILITY
AND COMPLY WITH ALL LAWS. ORDINANCES, RULES, REGULATIONS. AND LAWFUL ORDERS OF ANY SITE NUMBER: LTR�1 Q v
PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.
ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SITE NAME: RODNEY PARHAM AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
5_ UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE
DRAWINGS.
T 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE: WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. DRAWING INDEX REV APPLICABLE BUILDING CODES
IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE 0 SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL
Z 7 SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE 24897-LTROISOI -01 TITLE SHEET
CONTRACTOR. 24897-LTR018.02 EQUIPMENT LOCATION PLAN 0 CODES AS ADOPTED BY THE LOCAL CODESAUTHORITYAN HAVING RDS I EFF T O FOR THE LOCATION.
THE EDITION OF THE AbIJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF
24897-LTROIS-03 NOTES 0 CONTRACT AWARD SHALL GOVERN THE DESIGN.
8. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, 24897-LTR018 04 ANTENNA CONFIGURATION 0
LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S 24897-LTRO18-04A RF NOTES AND BILL OF MATERIALS 0
s EXPENSE TO THE SATISFACTION OF OWNER. BUILOING CODE:
24897-LTRO18-05 FOUNDATION NOTES AND DETAILS 0 STANDARD BUILDING CODE (SBC). 1997.
9, THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF 24897-LTRO18.06 POWER AND GROUNDING SCHEMATIC 0 C
CONSTRUCTION. 24897-LTRO18-07 GROUNDING DETAILS 0 ELECTRICAL CODE:
NATIONAL FIRE PROTECTION
10. ALL EXI5TING ACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED 24897-LTRO18-08 ALARM ASSIGNMENT DETAILS 0 CTION
+ ASSOCIATION (NEPA) 70-20fl2 -NATIONAL ELECTRICAL CODE.
IN THE WORK, SHALL. BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER 24697-LTR018-09 DETAILS 0 LIGHTNING PROTECTION COOS:
EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME 24897-LTR018-10 TOWER ELEVATION 0 NEPA 101 — 2003, UNIFORM FIRE GODS
CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND
OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.
THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION 8) CONFINED SPACE C]
SUBCONTRACTOR'S WORK SHAH COMPLY WITH THE LATEST EDITION OF THE FOLLOWING
ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. STANDARDS.
11, ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH VICINITY MAP AMERICAN CONCRETE INSTITUTE (ACI) 378, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
THE EXECUTION OF THE WORK, SHALL BE REMOVED ANO/OR CAPPED, PLUGGED OR OTHERWISE CONCRETE
D$SCONTINUEO AT POINTS WHICH WILL NOT INTERFERE Warm TIME EXECUTION OF THE WORK, AS AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL Of STEEL CONSTRUCTION, ASD,
DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR � NINTH EDITION
�
UTILITIES. 1-630
INDUSTRY ASSOCIATION (IIA) 222—F, STRUCTURAL STANDARD FOR
LOCAL UTlL
I-634 TO BARROW EXIT. TURN NORTH AND PROCEED TO THIRD TRAFFIC LIGHT AND TURN LEFT STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES
12. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, ON RODNEY PARHAM TO RIGHT ON RESERVOIR TO SITE.
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81. GUIDE FOR MEASURING EARTH
EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT RESISTIV{TY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS
LS OF A GROUND SYSTEMEROSION.
_ IEEE 1160 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
r p;, y
13. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION EQUIPMENT
j __.rbn '1; :_�
CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE 1 „Gj�:Uo- "
LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL �' IEEE C62.4i, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
-i r CIRCUITS (FOR LOCATION CATEGORY 'C3" AND "HIGH SYSTEM EXPOSURE') B
14, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND, FROZEN MATERIALS, �;.; PRt3EC.T . Yy'
SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. ` --� TIA 607 COMMERCIAL BUILDING GROUNDING AND BONGING REQUIREMENTS FOR
-� TELECOMMUNICATIONS
15. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO
FINISHED SURFACE APPLICATION. �., i TELCOROIA GR -63 NETWORK EQUIPMENT—BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION
0 16. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT ),•,ti - 1! _�. �pSiiii! TELCORDIA GR -347 CENTRAL OFFICE POWER WIRING
1 AND TOWER AREAS.
fr
`_ - i • = ?�� i TELCORDIA GR -1275 GENERAL INSTALLATION REQUIREMENTS
17, IF NECESSARY. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE
m ��, f' 3t i] �trr+salc+lg:RaJ TEICORDIA CR -1503 COAXIAL CABLE CONNECTIONS
m REMOVED FROM THE 51TE AND DISPOSED OF LEGALLY. 'a r
j ____.� '•.�JJ Lkt1e Rock ; F = N AS
z 18. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL __; i M1. FOR ANY D STANDANFUCTSRDS
BETWEEN SECTIONS RI LISTED
eJ SPECIFICATION FOR SITE SIGNAGE. CODES AAfO STANDARDS REGARDING MATERIAL. f+wY $
F' METHODS OF CONSTRUCTION. OR OTHER @ REGISTERED �
u' :,;� ,, REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT
19. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. _ "r _� { ( ! SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN �DE`�`I� �"
A GENERAL REQUIREMENT AND R SPECIFIC �� 9�
REQUIREMENT, THE SPECIFIC. REQUIREMENT SHALL
GOVERN.. 4
Ao ,
Q.L.A. PROJECT NIlMi9ER, TOECO341
TASK 009
O' D E ANEw YORK oAa l as SITE NAMEt RODNEY PARHAM AT&T TITLE SHEET
L Y N C H 4230 za1 t y, SoHo 625, Oollas, TX 75244 SITE NUMBERS LTR018
n :,1972.239,6100 (.972.239.6102 901 TOWNE OAK ORNE o o�7ta/w S TA raR COHraucner+
o A B B A T T 1 5 T A w,vv+.olaco.cam UTFLE ROCK, AR 72212 AT;T WNtELE88 OATE RMK)N$ EY CHK roe ,w air No." ""�
w ow ge.AT W amr rao 24897 LTR018
m
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Z
6 S 4 3 2 �.
0
co
O' D E A
NFW YORK • DALLAS
LYNCH
4230 161 Fie( -"y, Wao 625, DolJoi, V 75244
tai 472.239.6100 fox 972.234.63 02
A B B A T T f S T A
W W W.OIOcoxo 0
CONSULTING ENGINEERS
6 1 5
SITE NAME+ RODNEY PARHAM
SITE NUMBERL LTR018
901 TOWNE OAK DRIVE
LITTLE ROCK, AR 72212
4
---AT&T
lqsp
AT&T WERE$$
900 ROGL Nac m 10
3
EXISTING ANTENNAS TO
REN WN
EXISTING ANTENNA
PLATFORM
'(6)—EXISTING ANTENNAS
TO 8E REPLACED W1 (6)
NEW DUALPOLE ANTENNAS
AT 148'-0' A.G.L. (TYP 2
PER SECTOR)
-EXISTING ANTENNAS TO
REMAIN
EXiSTINC ANTENNAS TO
REMAIN
ExISTING 155'-0'
w..ONOPOLE TOWER
0
I
TOWER ELEVATION
SCALE: N.T.S,
0 04/2D/04iswU L fGR MMUCROPI
4p- OATE REysS1m EY CH>Z
SCALE: AS SHM OESIMM flY:.iltR WWN BY: DS
2
NOTE:
NO MICTURAL ANALYSIS HAS 8th! PERFORMED 8Y
ODEA, LYNCH ASBATTISiA CONSULTNO ENGINEERS, K.
TO VERIFY 'ME CAPACITY OF THE TOWER WITH THE
PROPOSED NEW ANTENNA LQ*S. CONSTRWFIO i
SRkL. NOT PROCEED UNTIL ANALYSIS HAS BEN
PERFORMED.
REGISTERED
ENGINEER
.64
.L.A. PROJECT FIUMISER, TBEC0341
TASK 009
TOWER ELEvAmON
Int KO. W r. I�VHI A PTY
24897 LTR018 10 0
7
C
A
T
j T
I
EXISTING POWER/TEI
SERVICE BACKBOARD
X --x -x x x x -
NEW COAX ICE BRIDGE
NEW NOKIA ULTRASITE
SUPPORT CABINET ---
NEW NOKIA ULTRASITE
CABINET
RELOCATED EXISTING NOKIA
ULTRASITE CABINET
NEW CONCRETE PAD
EXTENSION SEE
SHEET 05
NOTE: 17
CONTRACTOR TO FIELD ROUTE NEW FLECTRIC& ANO
TELCO CCNU 95 FRAM KN EQUIPMENT QGNETS TO
TELCO F.NC4.R5URE AND TD DES WIED SIC SOURCE
PER ONE—UNE OMM.
z CONSTRUCTION NOTES
w
r 7. FiAD VETbFK?4TLOF1:
SVKWrRACrOR SNLL. naD VM" SCOPE OF WORK. AT&T ANTENNA ViA701M LOCATION
AND ANTENNAS TO DE REPLACED.
2. CGOROINATION OF WOW:
STI9OONTRACTOR $WO" COORDINATE RF WORK ANO PROCEDURES "TH CON1iKCTOR.
a 3.C-4=SAOM RM.
SUOCONNtACTOR SHALL FDBNISH AHD INSTALL CAHI.E LADDER Rj. CJSE TRAY. AND
> CONOW AS REOVM TO SVPPORi VOLCS TO THE NEW OTS L9CATK)N,
WO
I.!
ODEA
I NEW YORK awuws
vLYNCH 4230 M Frcrnwy, Seib 62S, Dof64 TX 75244
A 8 g A 7 F 1 5 7 A IeI972.2396100 fax 972,239.6102
www.oloce.com
}m„Ll
CONSULTING ENGINEERS
6 5
SITE NAMEr RODNEY PARHAM
SITE NUMSERs LTRQIS
901 TOWNE OAK ORNE
UTTLE ROCK, AR 72212
4
-H
0
I
1
EXISTING CONCRETE PAD
EXISTING LUCENT 24V DC
LOW-- POWER POWERPLANT
EXISTING MONOPOLE
ICE 7
1 ��J
1 EXISTING LUCENT TDMA
EQUIPMENT CABINETS
AT&T
AT&T WIF EMS
xa x 7uoaoom ROM fiarc NO
NIRt AOOL A�fXtKi Tg1s
3
EXISTING NOKIA EQUIPMENT
CABINET TO BE RELOCATED TO
NEW CONC PAD EXTENSION
EQUIPMENT LOCATION PLA.Id
X SCALE, H,TS
yr 7'C
I
f � 1
i-110
V
C
A
.o4
A
.L.A. PROJECT NUMBERr TBECW41
TASK 009
EQUIPMENT LOCATION PLAN
xe ra. aT[ rIa oazwle ,A.�oe rxv
24897 LTR018 02 O
I X PSC- c
—
--1-
0� '
�1♦�
i-110
V
C
A
.o4
A
.L.A. PROJECT NUMBERr TBECW41
TASK 009
EQUIPMENT LOCATION PLAN
xe ra. aT[ rIa oazwle ,A.�oe rxv
24897 LTR018 02 O
I X PSC- c