HomeMy WebLinkAboutDrawingsSITE NAME:
S r1%
ITE NUMBER:
STRUCTURE TYPE:
FA CODE:
LEVEL 5 CONSULTING ENGINEERS
DEXTER
HX3572
_w
1"ARKING GARAGE
10574932
2013 NSB T. 3063630733
SHEET INDEX
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PROJECT INFORMATION
DRIVING DIRECTIONS
GENERAL ARRANGEMENT PLANS
SITE NAME: DEXTER
FROM GEORGE BUSH INTERCONTINENTAL AIRPORT:
SITE NUMBER: HX3572
HEAD WEST ON N TERMINAL RD. SLIGHT RIGHT ONTO
COVER SHEET
911 ADDRESS: 301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
JOHN F KENNEDY BLVD. CONTINUE STRAIGHT TO STAY
ON JOHN F KENNEDY BLVD. TURN RIGHT ONTO
TEXAS 8 BELTWAY FRONTAGE RD. TAKE THE TEXAS 8
N.SF
LATITUDE: 30.603222*
BELTWAY W RAMP ON THE LEFT TO 1-45. MERGE
LONGITUDE: -96.340134*
ONTO TX -8 BELTWAY W. CONTINUE ONTO SAM
HOUSTON TOLLWAY W TOLL ROAD. TAKE THE EXIT
GROUND ELEVATION: ±338' AMSL
ONTO US -290 W TOWARD AUSTIN. EXIT ONTO TX -6
GENERAL NOTES
JURISDICTION: CITY OF COLLEGE STATION
STRUCTURE TYPE: PARKING GARAGE
N TOWARD COLLEGE STATION/BRYAN. TAKE THE
TEXAS 6 BUSINESS EXIT ON THE LEFT TOWARD
COLLEGE STATION. MERGE ONTO S TEXAS AVE.TURN
LEFT ONTO GEORGE BUSH DR. SITE IS ON THE LEFT
...........
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SCOPE OF WORK
CONTACTS
... . ...... ................ ..........
...............
.......... .
1._::<:::>::::<:::>:><:.....::>::::<..........
THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR
HUMAN OCCUPANCY
APPLICANT:
NOTES
. ........
.... .... .....
.......... ..........
............ ............
. ..................
AT&T MOBILITY
1. INSTALL (6) PANEL ANTENNAS ON SIDE OF EXISTNG PARKING
1801 VALLEY VIEW LANE
GARAGE
FARMERS BRANCH, TX 75234
. . . .....
2. INSTALL (12) RRU, (9) UMTS RRUS-11 AND (3) LTE RRUS_1_1_,_
SV1
BOUNDARY SURVEY BY OTHERS)
ON NEW H -FRAME
.............. .
30,
3. INSTALL (1) RAYCAP FC12 FIBER DISTRIBUTION BOX AND (6)
RAYCAP DC SURGE SUPPRESSION UNITS
PROPERTY OWNER:
....
4. INSTALL (1) 48V POWER CABINET & TRANSFORMER ON
CALLAWAY STUDENT HOUSING
4' -01'X6$ -0j) EQUIPMENT PLATFORM
5. INSTALL (2) NEW PURCELL CABINETS AND PROVISIONS FOR (1)
301 GEORGE BUSH DR. W
COLLEGE STATION, TX 77840
FUTURE
0
A0.0
6. INSTALL DISCONNECT SWITCHES, PPC & CIENA ON NEW
... ........
. ......
....
H -FRAME
7. INSTALL (2) DC POWER CABLES (3/4")
EXISTING EQUIPMENT SITE PLAN
8. INSTALL (1) FIBER TRUNK (3/8")
9. INSTALL (3) RET CABLES (5/16")
CONSULTANT:
APPLICABLE CODES & STANDARDS
GOODMAN NETWORKS
A1.1
PROPOSED COMPOUND PLAN
14701 N. HWY 281, SUITE 220
SAN ANTONIO, TX 78232
- INTERNATIONAL BUILDING CODE, 2012 EDITION AS ADOPTED BY LOCAL
CONTACT: MARY JO STICKEL
JURISDICTION.
PHONE: 214-632-1008
ENLARGED EQUIPMENT PLAN
- NATIONAL ELECTRICAL CODE, 2011 EDITION AS ADOPTED BY LOCAL
E-MAIL: MJStickel@goodmannetworks.com
JURISDICTION.
TOWER ELEVATION
- INTERNATIONAL MECHANICAL CODE, 2012 EDITION AS ADOPTED BY LOCAL
A2.1
JURISDICTION.
- INTERNATIONAL ENERGY CONSERVATION CODE, 2012 EDITION AS
CH1TECT/FN(;1NFFR-
LEVEL 5 CONSULTING ENGINEERS
DEXTER
HX3572
_w
1"ARKING GARAGE
10574932
0 lok to] N a V 16 1 111111671W 10
1m
CONTRACTOR DATE
THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS
AND AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION
DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE
LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR
MODIFICATIONS.
SITE ACCESS PROCEDURES
NOTE: DRAWING SCALES ARE L FOR 22"X34" SHEETS UNLESS OTHERWISE
NOTED.
PREPARED FOR:
a.
mod
1001'....:
w
w
11
mom
at&t
AT&T MOBILITY ,
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
GoodmanNetworks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
DEXTER
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
OF TF 11
sa GG
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A- A-1-4
...............
ANTHONY L HU�T��./
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LEVEL 5
\��\\ CONSULTING ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX,78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
T1 mO
VICINITY MAP
SHEET INDEX
............ ..........
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IF"'
SITE
GENERAL ARRANGEMENT PLANS
.
..........
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X.: .................... ...
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.................... ..... ...... ... .......
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............. .
T1.0
COVER SHEET
..........
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...........
. ..............
N.SF
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... . .... . ..........
N 1.0
GENERAL NOTES
. ......
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N1.1
GENERAL NOTES
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1.2
NOTES
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X ............ ..
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SV1
BOUNDARY SURVEY BY OTHERS)
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30,
ARCHITECTURAL CIVIL PLANS
. ................
.. : ... .........
.............. .. ........
....
0
A0.0
OVERALL AREA PLAN
... ........
. ......
....
A1.0
EXISTING EQUIPMENT SITE PLAN
Ae
A1.1
PROPOSED COMPOUND PLAN
A1.2
ENLARGED EQUIPMENT PLAN
A2.0
TOWER ELEVATION
A2.1
ANTENNA PLAN AND DETAILS
Al
.10
. .. ..
A2.2
ANTENNA CONFIGURATION
..................
A3.0
PLUMBING DIAGRAM
APPROVALS
A4.0
EQUIPMENT DETAILS
A4.1
EQUIPMENT DETAILS
A4.2
FENCE DETAILS
A5.0
SITE SIGNAGE DETAILS
AT&T REAL ESTATE
DATE
A5.1
SITE SIGNAGE NOTES
AT&T RF ENGINEERING
DATE
ELECTRICAL PLANS
E1.0
ELECTRICAL AND TELCO PLAN
AT&T CONSTRUCTION MANAGER
DATE
E2.0
ANTENNA GROUNDING PLAN AND ONE -LINE DIAGRAM
E2.1
COMPOUND GROUNDING PLAN
AT&T OPERATIONS
DATE
E3.0
ELECTRICAL DETAILS
E4.0
GROUNDING DETAILS
GOODMAN CONSTRUCTION MANAGER
DATE
E4.1
ELECTRICAL SPECIFICATIONS
0 lok to] N a V 16 1 111111671W 10
1m
CONTRACTOR DATE
THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS
AND AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION
DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE
LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR
MODIFICATIONS.
SITE ACCESS PROCEDURES
NOTE: DRAWING SCALES ARE L FOR 22"X34" SHEETS UNLESS OTHERWISE
NOTED.
PREPARED FOR:
a.
mod
1001'....:
w
w
11
mom
at&t
AT&T MOBILITY ,
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
GoodmanNetworks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
DEXTER
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
OF TF 11
sa GG
'4
A- A-1-4
...............
ANTHONY L HU�T��./
0 .......................
-o0. 1. 102126 00 ji ow
o'p
S T
0 N A L,
L
-1:10buh-
o
LEVEL 5
\��\\ CONSULTING ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX,78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
T1 mO
LINE AND SYMBOL_ LEGEND
X CHAIN—LINK FENCE BOUNDARY
WOOD FENCE BOUNDARY
UNDERGROUND ELECTRICAL CONDUIT
AND FEEDER
UNDERGROUND TELEPHONE COMPANY
-CONDUIT TO TELCO DEMARK POINT
H HYBRID CABLE
C I MAIN COAX FEEDER
T I TELCO WIRING
E
POWER WIRING
G GROUND WIRING
F FIBER CABLE
® • ♦ CONNECTION (CADWELD OR EXOTHERMIC
WELD TO STRUCTURE OR DEVICE)
GROUNDING BAR
GROUND POINT
00 METER
0 GENERAL REQUIREMENTS
1.1 PURPOSE AND INTENT
A. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF—SITE OR AS DIRECTED
SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL
AUTHORITIES.
AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED
IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, 2.0 SITE PREPARATION
THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
B. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY 2.1 SCOPE OF WOR
NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN K INCLUDES:
THE CONTRACT. A. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS WHICH
C. THE PURPOSE OF THE AT&T WIRELESS CONSTRUCTION SPECIFICATIONS IS TO INTERPRET THE MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES.
INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND B. TRIMMING O EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION DURING
CONSTRUCTIO
QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. N ACTIVITIES.
C. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESIGNATED
1.2 CONFLICTS TREES; AND SITE IMPROVEMENTS.
A. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. D. TOPSOIL STRIPPING AND STOCKPILING.
NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN E• TEMPORARY EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL CONFORMING
ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMIT NOTICE OF ANY DISCREPANCY TO LOCAL REQUIREMENTS AS APPLICABLE.
IN DIMENSIONS OR OTHERWISE TO AT&T WIRELESS FOR RESOLUTION BEFORE PROCEEDING WITH F TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS AND
THE WORK. MONUMENTS.
G. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND RE—INSTALLATION OF DUSTING
B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST OR OF DIFFICULTIES OF CONDITIONS THAT FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE.
MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF H• REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS.
THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART
OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE 2.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED
CONSTRUCTION DOCUMENTS GOVERNING THE WORK. III CONSTRUCTION DOCUMENTS.)
A. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL, SILTATION CONTROL AND
1.3 CLEANING DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS.
KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY
EMPLOYEES AT THE COMPLETION OF THE WORK. REMOVE ALL WASTE AND NON—CONSTRUCTION 3.0 EARTH WORK
MATERIAL INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING AND SURPLUS MATERIAL AND
LEAVE SITE CLEAN AND READY FOR USE. 3.1 SCOPE OF WORK INCLUDES:
A. EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE
1.4 CODES IMPROVEMENTS AND UTILITIES.
CONTRACTOR SHALL. BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS AND RULES B. MATERIALS FOR SUB—BASE DRAINAGE FILL, FILL, BACKFILL AND GRAVEL FOR SLABS,
PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE. PAVEMENTS AND IMPROVEMENTS.
THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, C. ROCK EXCAVATION WITHOUT BLASTING.
REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. D. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED.
1.5 LICENSING E. REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED
HAVE AND MAINTAIN A VALID CONTRACTORS LICENSE FOR THE LOCATION IN WHICH THE WORK 3.2 QUALITY ASSURANCE
IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN A. COMPACTION:
OR SUBCONTRACTORS PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND 1 • UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS WILL OBTAIN A
COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM v
SUBCONTRACTORS REGARDING THESE LAWS. 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE.
B. GRADING TOLERANCES OUTSIDE BUILDING CODES:
1.6 OSHA 1. LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1 INCH.
FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY 2. UNDER PAVEMENTS PLUS OR MINUS 1/2 INCH.
AND HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY C. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE APPLICATIONS: PLUS OR
AND HEALTH ACT. _THESE REGULATIONS INCLUDE BUT ARE NOT LIMITED TO REGULATIONS MINUS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE.
DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND TRENCHING, AND WORK IN
CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT All -3-3, PRODUCTS AND MATERIALS (AS APPROVED BY CO
TIMES DURING CONSTRUCTION.NSTRUCTION MANAGER OR AS NOTED _
IN CONSTRUCTION DOCUMENTS.)
1.7 PHOTOS
A. SUBBASE MATERIAL GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED
STONE OR SLAG. AND NATURAL SAND.
PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL SCOPE RELATED WORK, INCLUDING BUT NOT LIMITED B. WASHED MATERIAL EVENLY GRADED
TO GROUNDING AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. PERCENT PASSING A 1 TO OF CRUSHED STONE OR GRAVEL WITH 95
1 /2 INCH SIEVE.
1.8 BUILDING PERMITS C. GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR 'IMPORTED SOIL
MATERIALS FREE Of CLAY, ROCK OR GRAVEL NOT LARGER THAN 2 INCHES IN ANY `
AT&T WIRELESS WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY DIMENSION, DEBRIS, WASTE FROZEN MATERIALS AND OTHER UNSUITABLE MATERIALS
OR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S WILL NOT BE ALLOWED FOR USE. IMPORTED MATERIALS SHALL HAVE A CLAY CO
COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN THE NO MORE THAN 5 PERCENT. NTENT
BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS
D. _ BAC
KFIL
L
MAT
ERIA
LS
WILL
CO
NS
I
ST
OF
: SA
TIS
F
AC
TO
RY
N
ON
—
COHE
S
IVE
NAT
IV
E
AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC PROJECT—RELATED IMPORTED SOIL MATERIALS FREE CLAY, ROCK GRAVEL NOTLARGER THAN
4REQUESTS AND BY INSPECTOR INFORM INCHES IN DIMENSION, WASTE FROZEN MATERIALS AND OTHERMANAGER0FANYSUCH WORK THAT BE BEYOND THE SCOPE OF THE CONTRACT
OR UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALL HAVE A CLAY CONTENT OF NO
DEVIATE FROM THE CONSTRUCTION DOCUMENTS. AT&T WIRELESS WILL REIMBURSE THE MORE THAN 5 PERCENT.
CONTRACTOR FOR FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS AND INSPECTION. E. GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL
WITH 95
1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITSPERCENT PASSING A 1 1/2 INCH SIEVE.
AT&T WIRELESS WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS. F. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS.
SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS RELATED TO THE CONSTRUCTION SUCH 3.4 CLEARING AND GRUBS
AS NOISE REGULATIONS, HOURS OF WORK, GRUBBING REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED.
ACCESS LIMITATIONS, ETC. THE CONSTRUCTION REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF
MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE—BID MEETING CLEARING AND GRUBBING OFF—SITE, OR IN AN ON—SITE LOCATION APPROVED BY
OR AS SHOWN IN CONSTRUCTION DOCUMENTS.
CONSTRUCTION MANAGER.
1.10 FM PERMIT AND TOWER LIGHTING 3.5 STRIPPING
REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE STRIP NOT LESS THAN 3 INCHES OF S
OD LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNDERLAY GRAVEL PAVEMENT, NEW STRUCTURESOR
NEW
AREAS THAT WILL
UNTIL PERMANENT LIGHTING IS OPERATIONAL EMBANKMENTS. STOCKPILE
.STRIPPING ON—SITE FOR RE—USE IN FINAL LANDSCAPING.
1.11 TOWER SECURITY 3.6 COMMON EXCAVATION
TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO A. EXCAVATE TO DEPTH, LINES AND GRADES SHOWN ON THE
NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED AT ANY 'SPECIFIED. PLANS OR AS OTHERWISE
TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. B. TEMPORARILY STOCKPILE ON—SITE EXCAVATION AT AN APPROVED LOCATION WITHIN THE
1.12 SITE CONTROL WORK AREA UNTIL SITE GRADING IS COMPLETE STOCKPILE SHALL NOT EXCEED 15
FEET IN HEIGHT.
A. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL C. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATIO
OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE N OFF—SITE.
CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO AT&T WIRELESS.
B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER
TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY
INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE
CONTRACTOR'S EXPENSE.
.01:6
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at&t
. . . . . . . . . . . . . . . . . . . . . . . . .
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
Good man Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
� 1111] *A1 =I V
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013������1
PSE OF TF
VP
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� ANTHONY L. HUEB.!1j,0
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CONSU
LTING
\ + EN�G�INEE�R.S, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11 /14/13
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER:
N1 1
AFF ABOVE FINISHED FLOOR
AGL ABOVE GRADE LEVEL'
AMSL ABOVE MEAN SEA LEVEL
APPROX APPROXIMATE
AWG AMERICAN WIRE GAUGE
BLDG BUILDING
BTS BASE TRANSMISSION STATION
CLR CLEAR
COL COLUMN
CONC CONCRETE
CND CONDUIT
DWG DRAWING
FT FOOT (FEET)
EGB EQUIPMENT GROUND BAR
ELEC ELECTRICAL
EMT ELECTRICAL METALLIC TUBING
ELEV ELEVATION
EQUIP EQUIPMENT
EXISTING EXISTING
EXT EXTERIOR
FND FOUNDATION
F FIBER
GA GAUGE
GALV GALVANIZED
GPS GLOBAL POSITIONING SYSTEM
GND GROUND
LTE LONG TERM EVOLUTION
MAX MAXIMUM
MFR MANUFACTURER
MGB MASTER GROUND BAR
MIN MINIMUM
N.T.S. NOT TO SCALE
NEW NEW -
O.C. ON CENTER
OE/OTOVERHEAD ELECTRIC/TELCO
POWER PROTECTION CABINET
RBS RADIO BASED STATION
RRU REMOTE RADIO UNIT
RGS RIGID GALVANIZED STEEL
IN INCH(ES)
INT INTERIOR
LB(S) or # POUND(S)
SF SQUARE FOOT
STL STEEL
TYP TYPICAL
UE/UTUNDERGROUND ELECTRIC/TELCO
UNLESS NOTED OTHERWISE
VIF VERIFY IN FIELD
W/ WITH
XFMR TRANSFORMER
LINE AND SYMBOL_ LEGEND
X CHAIN—LINK FENCE BOUNDARY
WOOD FENCE BOUNDARY
UNDERGROUND ELECTRICAL CONDUIT
AND FEEDER
UNDERGROUND TELEPHONE COMPANY
-CONDUIT TO TELCO DEMARK POINT
H HYBRID CABLE
C I MAIN COAX FEEDER
T I TELCO WIRING
E
POWER WIRING
G GROUND WIRING
F FIBER CABLE
® • ♦ CONNECTION (CADWELD OR EXOTHERMIC
WELD TO STRUCTURE OR DEVICE)
GROUNDING BAR
GROUND POINT
00 METER
0 GENERAL REQUIREMENTS
1.1 PURPOSE AND INTENT
A. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF—SITE OR AS DIRECTED
SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL
AUTHORITIES.
AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED
IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, 2.0 SITE PREPARATION
THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
B. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY 2.1 SCOPE OF WOR
NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN K INCLUDES:
THE CONTRACT. A. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS WHICH
C. THE PURPOSE OF THE AT&T WIRELESS CONSTRUCTION SPECIFICATIONS IS TO INTERPRET THE MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES.
INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND B. TRIMMING O EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION DURING
CONSTRUCTIO
QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. N ACTIVITIES.
C. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESIGNATED
1.2 CONFLICTS TREES; AND SITE IMPROVEMENTS.
A. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. D. TOPSOIL STRIPPING AND STOCKPILING.
NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN E• TEMPORARY EROSION CONTROL, SILTATION CONTROL AND DUST CONTROL CONFORMING
ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMIT NOTICE OF ANY DISCREPANCY TO LOCAL REQUIREMENTS AS APPLICABLE.
IN DIMENSIONS OR OTHERWISE TO AT&T WIRELESS FOR RESOLUTION BEFORE PROCEEDING WITH F TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS AND
THE WORK. MONUMENTS.
G. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND RE—INSTALLATION OF DUSTING
B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST OR OF DIFFICULTIES OF CONDITIONS THAT FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE.
MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF H• REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS.
THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART
OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE 2.2 PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED
CONSTRUCTION DOCUMENTS GOVERNING THE WORK. III CONSTRUCTION DOCUMENTS.)
A. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL, SILTATION CONTROL AND
1.3 CLEANING DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS.
KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY
EMPLOYEES AT THE COMPLETION OF THE WORK. REMOVE ALL WASTE AND NON—CONSTRUCTION 3.0 EARTH WORK
MATERIAL INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING AND SURPLUS MATERIAL AND
LEAVE SITE CLEAN AND READY FOR USE. 3.1 SCOPE OF WORK INCLUDES:
A. EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE
1.4 CODES IMPROVEMENTS AND UTILITIES.
CONTRACTOR SHALL. BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS AND RULES B. MATERIALS FOR SUB—BASE DRAINAGE FILL, FILL, BACKFILL AND GRAVEL FOR SLABS,
PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE. PAVEMENTS AND IMPROVEMENTS.
THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, C. ROCK EXCAVATION WITHOUT BLASTING.
REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. D. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED.
1.5 LICENSING E. REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED
HAVE AND MAINTAIN A VALID CONTRACTORS LICENSE FOR THE LOCATION IN WHICH THE WORK 3.2 QUALITY ASSURANCE
IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN A. COMPACTION:
OR SUBCONTRACTORS PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND 1 • UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS WILL OBTAIN A
COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM v
SUBCONTRACTORS REGARDING THESE LAWS. 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE.
B. GRADING TOLERANCES OUTSIDE BUILDING CODES:
1.6 OSHA 1. LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1 INCH.
FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY 2. UNDER PAVEMENTS PLUS OR MINUS 1/2 INCH.
AND HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY C. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE APPLICATIONS: PLUS OR
AND HEALTH ACT. _THESE REGULATIONS INCLUDE BUT ARE NOT LIMITED TO REGULATIONS MINUS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE.
DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND TRENCHING, AND WORK IN
CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT All -3-3, PRODUCTS AND MATERIALS (AS APPROVED BY CO
TIMES DURING CONSTRUCTION.NSTRUCTION MANAGER OR AS NOTED _
IN CONSTRUCTION DOCUMENTS.)
1.7 PHOTOS
A. SUBBASE MATERIAL GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED
STONE OR SLAG. AND NATURAL SAND.
PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL SCOPE RELATED WORK, INCLUDING BUT NOT LIMITED B. WASHED MATERIAL EVENLY GRADED
TO GROUNDING AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. PERCENT PASSING A 1 TO OF CRUSHED STONE OR GRAVEL WITH 95
1 /2 INCH SIEVE.
1.8 BUILDING PERMITS C. GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR 'IMPORTED SOIL
MATERIALS FREE Of CLAY, ROCK OR GRAVEL NOT LARGER THAN 2 INCHES IN ANY `
AT&T WIRELESS WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY DIMENSION, DEBRIS, WASTE FROZEN MATERIALS AND OTHER UNSUITABLE MATERIALS
OR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S WILL NOT BE ALLOWED FOR USE. IMPORTED MATERIALS SHALL HAVE A CLAY CO
COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN THE NO MORE THAN 5 PERCENT. NTENT
BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS
D. _ BAC
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AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC PROJECT—RELATED IMPORTED SOIL MATERIALS FREE CLAY, ROCK GRAVEL NOTLARGER THAN
4REQUESTS AND BY INSPECTOR INFORM INCHES IN DIMENSION, WASTE FROZEN MATERIALS AND OTHERMANAGER0FANYSUCH WORK THAT BE BEYOND THE SCOPE OF THE CONTRACT
OR UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALL HAVE A CLAY CONTENT OF NO
DEVIATE FROM THE CONSTRUCTION DOCUMENTS. AT&T WIRELESS WILL REIMBURSE THE MORE THAN 5 PERCENT.
CONTRACTOR FOR FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS AND INSPECTION. E. GRAVEL MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL
WITH 95
1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITSPERCENT PASSING A 1 1/2 INCH SIEVE.
AT&T WIRELESS WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS. F. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS.
SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS RELATED TO THE CONSTRUCTION SUCH 3.4 CLEARING AND GRUBS
AS NOISE REGULATIONS, HOURS OF WORK, GRUBBING REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED.
ACCESS LIMITATIONS, ETC. THE CONSTRUCTION REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF
MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE—BID MEETING CLEARING AND GRUBBING OFF—SITE, OR IN AN ON—SITE LOCATION APPROVED BY
OR AS SHOWN IN CONSTRUCTION DOCUMENTS.
CONSTRUCTION MANAGER.
1.10 FM PERMIT AND TOWER LIGHTING 3.5 STRIPPING
REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE STRIP NOT LESS THAN 3 INCHES OF S
OD LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNDERLAY GRAVEL PAVEMENT, NEW STRUCTURESOR
NEW
AREAS THAT WILL
UNTIL PERMANENT LIGHTING IS OPERATIONAL EMBANKMENTS. STOCKPILE
.STRIPPING ON—SITE FOR RE—USE IN FINAL LANDSCAPING.
1.11 TOWER SECURITY 3.6 COMMON EXCAVATION
TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO A. EXCAVATE TO DEPTH, LINES AND GRADES SHOWN ON THE
NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED AT ANY 'SPECIFIED. PLANS OR AS OTHERWISE
TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. B. TEMPORARILY STOCKPILE ON—SITE EXCAVATION AT AN APPROVED LOCATION WITHIN THE
1.12 SITE CONTROL WORK AREA UNTIL SITE GRADING IS COMPLETE STOCKPILE SHALL NOT EXCEED 15
FEET IN HEIGHT.
A. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL C. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATIO
OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE N OFF—SITE.
CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO AT&T WIRELESS.
B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER
TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY
INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE
CONTRACTOR'S EXPENSE.
.01:6
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at&t
. . . . . . . . . . . . . . . . . . . . . . . . .
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
Good man Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
� 1111] *A1 =I V
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013������1
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CONSU
LTING
\ + EN�G�INEE�R.S, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11 /14/13
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER:
N1 1
3.7 EMBANKMENT
A. CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE
DRAWINGS.
B. CONSTRUCT EMBANKMENT FROM ON-SITE EXCAVATION MATERIALS WHEN
SUITABLE USE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON-SITE
EXCAVATION MATERIALS HAVE BEEN USED.
C. CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE DEPTH. THE
FULL WIDTH Of THE CROSS SECTION SHALL BE BROUGHT UP UNIFORMLY.
D. MATERIAL SHALL NOT BE PLACED IN LAYERS AND SHALL BE NEAR OPTIMUM
MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE PRESCRIBED
COMPACTION. WETTING DR DRYING OF THE MATERIAL AND MANIPULATION TO
SECURE A UNIFORM MOISTURE CONTENT THROUGHOUT THE LAYER MAY BE
REQUIRED. SUCH OPERATIONS SHALL BE INCLUDED IN THE APPROPRIATE BID
ITEM. SHOULD THE MATERIAL BE TOO WET TO PERMIT PROPER COMPACTION,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH AN
ACCEPTABLE MOISTURE CONTENT.
E. DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT AND DO NOT PLACE
EMBANKMENT MATERIAL UPON FROZEN MATERIAL.
F. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS
AND THE REPLACEMENT OF ANY PORTION WHICH HAS BECOME DISPLACED
DUE TO THE CONTRACTORS OPERATIONS.
G. START LAYERS IN THE DEEPEST PORTION OF THE FILL, AND AS PLACEMENT
PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL TO THE
FINISHED GRADE LINE.
H. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULL WIDTH OF
EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT.
I. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING FLOOR SLABS
AND STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY
DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3
PERCENT OF OPTIMUM MOISTURE CONTENT. COMPACT NON-STRUCTURAL
-AREA EMBANKMENTS TO A MINIMUM OF 90 % OF ASTM 0-1557.
3.8 SITE GRADING
A. USING ON-SITE EXCAVATION MATERIALS SHAPE, TRIM, FINISH AND COMPACT
SURFACE AREAS TO CONFORM TO THE LINES, GRADES AND CROSS SECTIONS
SHOWN ON THE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION
MANAGER.
B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR EROSION.
C. ELIMINATE WHEEL RUTS BY REGRADING.
D. COMPACT AREAS UNDERLYING NEW GRAVEL PAVING, FLOOR SLABS AND
STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY
AS DETERMINED BY ASTM D-1551 OR WITHIN PLUS OR MINUS 3 PERCENT OF
OPTIMUM MOISTURE CONTENT.
E. CONSTRUCT FINISHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH
FROM SPECIFIED GRADE
3.9 SUBGRADE PREPARATION
A. SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES- SHOWN ON THE
DRAWINGS.
B. MAINTAIN TOP OF SUBGRADE TO A FREE -DRAINING CONDITION.
C. DO NOT STOCKPILE MATERIALS ON TOP OF SUBGRADE UNLESS AUTHORIZED
BY CONSTRUCTION MANAGER.
D. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95% COMPACTION AT A
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS
OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT.
E. CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH Of ESTABLISHED GRADE
AND CROSS-SECTION.
3.10 GEOTEXTILE FABRIC
A. LAY GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE AS PER
CONSTRUCTION DOCUMENTS IN THE COMPOUND AREA AND UNDER LENGTH
OF ROAD (WHEN REQUIRED). LAP ALL JOINTS TO A MINIMUM Of 36 INCHES.
3.11 GRAVEL SURFACING
RUSHED AGGREGATE BASE
GRAVEL SURFACING AREAS USING C
A. CONSTRUCT
AND FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR
CONSTRUCTION DOCUMENTS.
B. SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA.
4.0 TRENCHING
CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICE BEFORE ANY
EXCAVATION OR TRENCHING.
C. DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL PROPERLY, AS
DIRECTED BY CONSTRUCTION MANAGER.
D. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ACCOMPLISHED
WITHOUT ENDANGERING EXISTING OR NEW STRUCTURES OR OTHER FACILITIES.
4.4 TRENCH PROTECTION
A. PROVIDE MATERIALS, LABOR AND EQUIPMENT NECESSARY TO PROTECT
C. UPON COMPLETION, REMOVE ALL FORMS, INCLUDING THOSE CONCEALED OR
BURIED.
D. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
8.0 CONCRETE REINFORCEMENT
REFER TO STRUCTURAL DRAWINGS FOR ALL REQUIREMENTS.
4.1 MATERIALS
FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE FROM MATERIALS
EXCAVATED FROM TRENCHES. ON-SITE STRUCTURAL FILL SAND OR SLURRY
SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND SHALL CONFORM
TO LOCAL GOVERNING JURISDICTIONS AND UTILITY COMPANY REQUIREMENTS. THE
FILL MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS, NOR SHALL
CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALS DESIGNATED AS
HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY
(EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS
IN THE MATERIAL COMPACTION OF BACKFILL OR BORROW SOIL SHALL BE
PLACED IN 12 INCH LOOSE LIFTS WHEN UTILIZING HEAVY COMPACTION
EQUIPMENT OR 6 INCH LOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS.
4.2 PIPE DETECTION AND IDENTIFICATION
A. UTILIZING WARNING TAPE: ALL ELECTRIC SERVICE TRENCHES SHALL BE
MARKED WITH WARNING TAPE.
4.3 TRENCH EXCAVATION
A. DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR AS DIRECTED
BY CONSTRUCTION MANAGER.
B. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY
CONSTRUCTION AND INSPECTION OF THE PROJECT WITHOUT ENDANGERING
OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES.
TRENCHES AT ALL TIMES.
9.0
CAST IN PLACE CONCRETE
B.
SHEETING AND BRACING: MEET OR EXCEED OSHA REQUIREMENTS.
FOR STRUCTURAL CONCRETE (FOOTINGS, FOUNDATIONS. ETC.), REFER TO
F 669.
F.
STRUCTURAL DRAWINGS FOR REQUIREMENTS. FOR ANY MISCELLANEOUS
4.5
BACKFILLING
RS
CONCRETE, REFER TO SPECIFICATION BOOK OR OBTAIN REQUIREMENTS FROM
A.
NOTIFY THE CONSTRUCTION MANAGER AT LEAST 24 HOURS IN ADVANCE OF
CONSTRUCTION MANAGER.
10/16/13
BACKFILLING.
A.
ALL CONCRETE SHALL COMPLY WITH ASTM C94 UNLESS NOTED
B.
BACKFILL TRENCH WITH LIFTS UP TO 12 INCHES, LOOSE MEASURE.
OTHERWISE.
C.
PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT OR
B.
MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 OATS: 4000 PSI FOR
UNBALANCED LOADING TO AVOID DISPLACEMENT OF CONDUIT AND/OR
TOWER FOUNDATION AND 3500 PSI FOR ALL OTHER CONCRETE UNLESS
STRUCTURES. DO NOT FREE FALL BACKFILL INTO TRENCH UNTIL AT LEAST 12
SPECIFIED IN CONSTRUCTION DOCUMENTS.
INCHES OF COVER IS OVER THE CONDUIT.
C.
AIR ENTRAINMENT: PROVIDE 4 TO 8% AIR ENTRAINMENT FOR ALL
PROVIDE MEANS FOR ATTACHING TOP RAIL SECURELY TO EACH GATE
CONCRETE SUBJECT TO FREEZE -THAW CYCLE.
4.6
COMPACTION
D.
CONCRETE TESTING: ALL FOUNDATION CONCRETE SHALL BE TESTED BY
A.
COMPACT BACKFILL TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY
AN INDEPENDENT TESTING AGENCY APPROVED BY THE CONSTRUCTION
DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3
MANAGER. ALL STRUCTURAL TOWER FOUNDATION CONCRETE MUST BE
PERCENT OF OPTIMUM MOISTURE CONTENT.
EQUIPMENT OR BUILDING PADS ARE NOT REQUIRED TO BE
B.
IF REQUIRED COMPACTION DENSITY HAS NOT BEEN OBTAINED, REMOVE THE
TESTED, UNLESS OTHERWISE NOTED BY CONSTRUCTION MANAGER.
BACKFILL FROM THE TRENCH OR STRUCTURE, REPLACE WITH APPROVED
PROVIDE A MINIMUM OF 5 CYLINDERS (2 -7 -DAY, 2 -28 -DAY,
BACKFILL AND RECOMPACT AS SPECIFIED.
1 -SPARE) FOR EACH OATS POUR, OR FOR EVERY 50 YARDS PLACED,
C.
ANY SUBSEQUENT SETTLEMENT OF TRENCH OR STRUCTURE BACKFILL DURING
WHICHEVER 15 GREATER. ADDITIONAL TESTS OR CYLINDERS MAY BE
MAINTENANCE PERIOD SHALL BE CONSIDERED THE RESULT OF IMPROPER
REQUIRED BY CONSTRUCTION MANAGER. A SLUMP, AIR, AND
COMPACTION AND SHALL BE PROMPTLY CORRECTED.
G.
TEMPERATURE TEST SHALL BE PERFORMED FOR EACH SET OF
2. LATCH: MTS MULTI -LOCKING DEVICE MT -C6477 OR APPROVED EQUAL.
CYLINDERS CAST. PREFERABLY, TESTS SHALL BE PERFORMED AT THE
5.0
CHAIN LINK FENCES AND GATES
LOCATION OF ANCHOR BOLTS (PIERS - FOR MAT & PIERS, CAISSONS
5.1
GENERAL
TOP 1/3 OF CAISSON). TESTS SHALL ALSO BE REQUIRED FOR
A.
PROVIDE CHAIN LINK FENCES AND GATES AS COMPLETE UNITS BY A SINGLE
CONCRETE CONSIDERED BEING LESS THAN DESIRABLE BY CONCRETE
F.
SUPPLY SOURCE INCLUDING NECESSARY ERECTION ACCESSORIES, FITTINGS
SPECIFICATION STANDARDS. THE TESTING AGENCY HAS THE AUTHORITY
AND FASTENERS.
TO NOT ACCEPT ;CONCRETE MEETING THESE SPECIFICATIONS FOR AT&T
AGGREGATES ASTM C 33, AND CLEAN WATER. MIX MATERIALS TO OBTAIN
WIRELESS. THE CONTRACTOR IS RESPONSIBLE FOR ANY CONCRETE NOT
5.2
PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR
MEETING THESE STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR
AS WITHIN CONSTRUCTION DOCUMENTS)
COORDINATION OF THE TESTING AGENCY A MINIMUM OF 24 HOURS IN
6.0
LANDSCAPING
10.0
ADVANCE OF EACH FOUNDATION POUR. TEST REPORTS SHALL BE
A.
COMPOUND FABRIC 84 INCHES HIGH AND OVER WITH 2 -INCH MESH SHALL
FORWARDED TO AT&T CONSTRUCTION MANAGER WITHIN 24 HOURS OF
BE KNUCKLED AT ONE SELVAGE AND TWISTED AT THE OTHER.
LAB TEST.
B.
STEEL FABRIC:
E.
VIBRATE ALL CONCRETE USING SUFFICIENT HIGH FREQUENCY LOW
COMPLY WITH CHAIN LINK FENCE MANUFACTURERS INSTITUTE (CLFMI)
A.
AMPLITUDE MECHANICAL IMMERSION TYPE VIBRATORS. INSERT VIBRATORS
7.0
PRODUCT MANUAL. FURNISH ONE PIECE OF FABRIC WIDTHS. WIRE SIZE
IN CONCRETE AT REGULAR INTERVALS AND OVER ENTIRE SURFACE TO
A.
INCLUDES ZINC OR ALUMINUM COATING.
SOLIDLY FILL CONCRETE MECHANICAL IMMERSION TYPE VIBRATORS.
1. SIZE: 2 -INCH MESH 9 GAUGE (D.148 -INCH DIAMETER) WIRE.
B.
INSERT VIBRATORS IN CONCRETE AT REGULAR INTERVALS AND OVER _
B.
2. GALVANIZED STEEL FINISH: ASTM A 392. CLASS 2. WITH A MINIMUM 2.0
ENTIRE SURFACE TO SOLIDLY FILL CONCRETE AROUND AND BETWEEN
OZ.
ZINC PER SQ. FT. OF UNCOATED WIRE SURFACE.
C.
REINFORCEMENT BARS AND INTO CORNERS AND IRREGULARITIES.
A.
FRAMEWORK AND ACCESSORIES:
VIBRATE THOROUGHLY THROUGH EACH LIFT TO THE PREVIOUS LIFE _
1. GENERAL REQUIREMENTS: EXCEPT AS INDICATED OTHERWISE CONFORM
REVERBERATION AS LATE AS THE RUNNING VIBRATOR WILL SINK
TO THE CHAIN LINK FENCE MANUFACTURERS INSTITUTE (CLFMI)_
THROUGH UPPER LAYERS OF ITS WEIGHT IS RECOMMENDED.
PRODUCT MANUAL INDUSTRIAL STEEL GUIDE FOR FENCE RAILS, POSTS,
DISCONTINUE VIBRATION WHEN RISING ENTRAPPED AIR BUBBLES STOP -
4.1 MATERIALS
FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE FROM MATERIALS
EXCAVATED FROM TRENCHES. ON-SITE STRUCTURAL FILL SAND OR SLURRY
SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND SHALL CONFORM
TO LOCAL GOVERNING JURISDICTIONS AND UTILITY COMPANY REQUIREMENTS. THE
FILL MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS, NOR SHALL
CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALS DESIGNATED AS
HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY
(EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS
IN THE MATERIAL COMPACTION OF BACKFILL OR BORROW SOIL SHALL BE
PLACED IN 12 INCH LOOSE LIFTS WHEN UTILIZING HEAVY COMPACTION
EQUIPMENT OR 6 INCH LOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS.
4.2 PIPE DETECTION AND IDENTIFICATION
A. UTILIZING WARNING TAPE: ALL ELECTRIC SERVICE TRENCHES SHALL BE
MARKED WITH WARNING TAPE.
4.3 TRENCH EXCAVATION
A. DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR AS DIRECTED
BY CONSTRUCTION MANAGER.
B. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY
CONSTRUCTION AND INSPECTION OF THE PROJECT WITHOUT ENDANGERING
OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES.
100
\\JWat.cxt
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
\•:
d man Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
a S ,u v. • `.j`•. •. o.
r4 j1�`�v
"t Al: **ANTHONY.
L. HUEBEL
..........................:....
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GATES AND ACCESSORIES INCLUDING TABLE 11.
BREAKING THE LEVELING SURFACE. DO NOT OVER VIBRATE AS THIS MAY
2. STRENGTH REQUIREMENTS FOR POSTS AND RAILS CONFORMING TO ASTM
CAUSE SEGREGATION.
F 669.
F.
FINISHING EXPOSED CONCRETE SURFACES:
3. TYPE 1 PIPE HOT -DIPPED GALVANIZED STEEL PIPE CONFORMING TO
RS
1. THESE PROVISIONS APPLY TO ALL EXPOSED AND ALL FORMED
APPROVED BY:
ASTM F 1083. PLANE ENDS, STANDARD WEIGHT (SCHEDULE 40) WITH
CONCRETE, EXTERIOR OR INTERIOR. UNLESS SPECIFICALLY DETAILED
10/16/13
NOT LESS THAN 18 OZ. ZINC PER SQ. FT. OF SURFACE AREA COATED.
REVISION
OTHERWISE, PERFORM PROCEDURES PRIOR TO APPLICATION OF
4. FILLINGS: COMPLY WITH ASTM F 526 MILL FINISHED ALUMINUM OR
ANY CURING COMPOUNDS.
GALVANIZED IRON STEEL TO COMPLY WITH MANUFACTURER'S
2. ALL SURFACES: THOROUGHLY CLEAN OFF ALL STAINS, SPATTER
REQUIREMENTS.
AND LOOSE MATERIAL.
5. TOP RAIL MANUFACTURERS LONGEST LENGTHS, WITH EXPANSION TYPE
3. FINS, RIDGES AND HIGH SPOTS: HONE SMOOTH WITH ABRASIVE
COUPLINGS, APPROXIMATELY 6 INCHES LONG FOR EACH JOINT.
,
POWER GRINDERS WHILE CONCRETE IS GREEN, IMMEDIATELY AFTER
PROVIDE MEANS FOR ATTACHING TOP RAIL SECURELY TO EACH GATE
FORM REMOVAL.
CORNER, PULL AND END POST.
4. FORM TIE HOLES AND DEEP DEPRESSIONS: FLUSH THOROUGHLY
D.
GALVANIZED STEEL 11/4 INCH NPS (1.66 INCH OD) TYPE I OR II STEEL
WITH CLEAN WATER AND TAMP TO OVERFULL WITH DRYPACK. CURE
PIPE OR 1.625 INCH x 1.25 INCH ROLL -FORMED C SECTIONS WEIGHING
10 DAYS AND HONE FLUSH AND SMOOTH.
1.35 LBS. PER FT.
5. ROCK POCKETS, HONEYCOMB, SAND STREAKS, DEBRIS AND VOIDS:
E.
SWING GATES:
CUT OUT AT LEAST 1 INCH DEEP WITH SIDES PERPENDICULAR TO
COMPLY WITH ASTM F 9000. PROVIDE HARDWARE AND ACCESSORIES FOR
SURFACE. FLUSH THOROUGHLY WITH CLEAN WATER, COAT SURFACE
EACH GATE. GALVANIZED PER ASTM A 153, AND IN ACCORDANCE WITH THE
WITH NEAT CEMENT PASTE AND TAMP TO OVERFULL WITH DRYPACK
FOLLOWING:
IN AT LEAST TWO LAYERS. CURE FOR 10 DAYS AND HONE
1. HINGES: NON LIFT- OFF TYPE. OFFSET TO PERMIT ISO DEG. GATE
FLUSHED AND SMOOTH.
OPENING.
G.
CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL
2. LATCH: MTS MULTI -LOCKING DEVICE MT -C6477 OR APPROVED EQUAL.
ELECTRICAL OPENINGS AND EQUIPMENT/BUILDING PADS WITH THE
3.
KEEPER: PROVIDE KEEPER FOR VEHICLE GATES, WHICH AUTOMATICALLY
ELECTRICAL DRAWINGS AND SHOP DRAWINGS. IT SHALL BE THE
ENGAGES GATE LEAF AND HOLDS IT IN OPEN POSITION UNTIL MANUALLY
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPENINGS AND
RELEASED.
SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. CONTRACTOR
F.
CONCRETE:
SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS
PROVIDE CONCRETE CONSISTING OF PORTLAND CEMENT, ASTM C 150,
FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON STRUCTURAL
AGGREGATES ASTM C 33, AND CLEAN WATER. MIX MATERIALS TO OBTAIN
DRAWINGS. PRIOR TO POURING CONCRETE THE INDEPENDENT TESTING
CONCRETE WITH A MINIMUM OF 28 -DAY COMPRESSIVE STRENGTH OF 3000
AGENCY SHALL INSPECT ALL FOUNDATION STEEL AND FOUNDATION
PSI.
SUBGRADE.
6.0
LANDSCAPING
10.0
STRUCTURAL STEEL
A.
FURNISH, INSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN AND OR
REQUIRED WITHIN THE CONSTRUCTION DOCUMENTS OR AS SPECIFIED IN THE
MEET OR EXCEED MANUFACTURER'S RECOMMENDATIONS.
AT&T WIRELESS CONSTRUCTION SPECIFICATIONS.
A.
UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF
7.0
CONCRETE FORMWORK
REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD
A.
FORMS: SMOOTH AND FREE OF SURFACE IRREGULARITIES. UTILIZE FORM
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315).
RELEASE AGENTS.
B.
ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, CONFORMING TO
B.
CHAMFER: EXPOSED EDGES OF ALL TOWER FOUNDATIONS SHALL RECEIVE A
ASTM A-615, GRADE 60, DEFORMED.
3/4" BY 3/4" 45 DEGREE CHAMFER. OTHER EXPOSED EDGES SHALL
C.
HEATING AND WELDING OF BARS IS PROHIBITED WITH THE EXCEPTION OF
RECEIVE A TOOLED RADIUS FINISH.
WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER.
100
\\JWat.cxt
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
\•:
d man Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
a S ,u v. • `.j`•. •. o.
r4 j1�`�v
"t Al: **ANTHONY.
L. HUEBEL
..........................:....
o p 102126 ��: av
/0N::�`��
NO I DESCRIPTION BY I DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
[:2:REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
GENERAL NOTES
SHEEP NUMBER:
N1.1
L
5CONSU
,.., .....I,. EER:
:'::>:<LT 1 ::::>:':' ENGINEERS,
\ \
\ o
\ \ NG NG N S, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
REVISION
NO I DESCRIPTION BY I DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
[:2:REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
GENERAL NOTES
SHEEP NUMBER:
N1.1
D. ALL REINFORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE.
E. UNLESS OTHERWISE NOTED, ALL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE
COVERAGE OF 3 INCHES. THIS MAY REQUIRE SPACERS AND CHAIRS AS REQUIRED Q BY
TESTING AGENCY OR CONSTRUCTION MANAGER.
F. SPLICES IN REINFORCEMENT STEEL ARE PROHIBITED, UNLESS APPROVED BY
CONSTRUCTION MANAGER. ALL SPLICES MUST THEN MEET ALL APPLICABLE ASTM
STANDARDS FOR SPLICING.
11.0 GROUNDING
MEET ALL APPLICABLE CODES, REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS AND
AT&T WIRELESS CONSTRUCTION SPECIFICATIONS.
GENERATOR SPECIFICATIONS
1. SWITCHES AND STANDARD FEATURES
A. CYCLIC CRANKING
B. ALARM HORN WITH SILENCING SWITCH
C. VOLTAGE ADJUSTING RHEOSTAT
D. OVERVOLTAGE PROTECTION
E. REMOTE TWO -WIRE AUTO START SYSTEM
F. LAMP TEST SWITCH
G. RUN-OFF-RESET/AUTO SWITCH (ENGINE START)
H. ENGINE COOL DOWN TIMER (5 MINUTES)
2. ERROR -PROOF WIRING HARNESS FOR ELECTRICAL CONNECTIONS
3. PANEL LAMPS
4. DC CIRCUIT PROTECTION
UNIT ACCESSORIES
1. WEATHER HOUSING -STANDARD WITH ROOF MOUNTED
SILENCER
2. MOUNTED CRITICAL GRADE EXHAUST SILENCER
3. TAIL PIPE AND RAIN CAP
COOLING SYSTEM ACCESSORIES
1. UNIT MOUNTED RADIATOR
2. ENGINE BLOCK HEATER
FUEL SYSTEM ACCESSORIES
1. FLEXIBLE FUEL LINES
2. ENGINE BLOCK HEATER
3. SUBBASE FUEL TANK -172 GALLONS
4. DOUBLE WALL CONSTRUCTION WITH LEAK DETECTION MONITOR
5. U.L. 142 LISTED
6. FUEL LEVEL GAUGE
7. LOW FUEL LEVEL ALARM
8. FILL PIPE EXTENDED 10% INTO TANK
9. HIGH -FUEL LEVEL ALARM -SET AT 95%
10. 7.5 GALLON LOCKABLE FILL WITH SPILL CONTAINMENT
ANTENNA & COAX NOTES:
1. VERIFY EACH CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL
APPURTENANCES.
2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL DIAMETER IS
SHOWN ON A2.0. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR
CONSTRUCTION. ACTUAL CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE
PROVIDED BY AT&T.
3. ALL COAX CABLES SHALL UTILIZED GROUND KITS, GROUNDED AS FOLLOWS:
A. NEAR ANTENNA RAD CENTER ELEVATION
B. MIDDLE OF TOWER (MID -HEIGHT OF ANTENNA), IF CABLE RUN IS OVER 200'-0"
C. BOTTOM OF TOWER
D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET
4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY
CONTRACTOR.
5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF1.0 AN IN
ACCORDANCE WITH AT&T SPECIFICATIONS.
6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A2.0, RF1-.0 AND AS FOLLOWS:
A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN
COLORS.
B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN
COLORS.
C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE.
D. START COLOR BANDS 2" BEYOND WEATHERPROOFING.
E. START SELECTOR COLOR NEXT TO END CONNECTORS.
7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY AT&T RF
ENGINEER. SEE ANTENNA SCHEDULE SHEET A2.0. BASE ON FINAL CABLE RUN
LENGTHS DETERMINED BY AT&T.
8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE.
9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT
DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS
WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING
DETAILS OF THE SUPPLIED STRUCTURAL REPORT BY OTHERS.
10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA
MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT.
I
MN
mon
. . . . . . . . at&t
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
"oodmanNetworks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
\CONSU ING' EN�G�I�NEE�RS, �'I.N.C.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
REVISION
NO
DESCRIPTION
BY
DATE
0
ISSUED FOR CONSTRUCTION
RS
10/22/13
1
REVISED PER RFDS
-TH
10/31/13
2
REVISED PER COMMENTS
WS
11/14/13
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER:
N1.2
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NOTES:
1 - THIS PLAN WAS CREATED WITH THE AID OF A PROFESSIONAL LAND
SURVEY BY TOWN & COUNTRY SURVEYORS DATED 10/25/13.
2. AT&T AND VERIZON EQUIPMENT AREAS ARE ON THE GROUND LEVEL.
THEY ARE SHOWN IN THE AERIAL VIEW ON THIS SHEET FOR
REFERENCE ONLY
-4:yl
CALLED 106.2 ACRES
TO THE 7EXAS A&M UNIVERSITY
SYS7EM
NO RECORD INFORMA77ON FOUND
0
O
1
A2.0
(3) AT&T RRUS-1 1 & (2) DC2 SURGE
SUPPRESSION MOUNTED TO CONCRETE
BEAM ON 5th FLOOR OF PARKING GARAGE
(TYP. EACH SECTOR)
PROPOSED (2) AT&T GAMMACALLED 8.72 ACRES
j
ANTENNAS STACKED ON COLUMN bc \ TO VCS A SSOCIA 7ES LTU.
00'
PROPOSED AT&T METER By SPECIAL WARRANTY DEED
VOLUME 2172, PAGE 14
e"
AND DISCONNECT
N.R-aC. T
EXISTING VERIZON
4
METER -------7 .7"
EXISTING 0
PROPOSED
(2) AT&T
2" CONDUIT FOR ELECTRICAL
TRANSFORMER 'All
SERVICE. HAND TRENCH AS REQUIRED"' ALPHA
TO AVOID EXISTING UTILITIES
ANTENNAS
EXISTINGPROPOSED (2)
14
AT&T BETA
TELCO VAULT—,
A?'
•ANTENNAS
EXISTING VERIZON
. ..... STEALTH POLE
ry
cb EXISTING VERIZON
EQUIPMENT
AREA
LOCATED ON
GROUND LEVEL
A
15�e
PROPOSED ED AT&T
(12 —6 x25) LEASE
5
AREA LOCATED ON v
C3 kr GROUND LEVEL
\\ X00 ���``�X Fss
"po
EXISTING
PARKING
GARAGE
IN
el/
. .........
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c)
CALLED 8.72 ACRES
TO VCS A SSOCIA TES L 7D.
BY SPECIAL WARRANTY DEED
VOLUME 2172, PAGE 14
co• N.R.B. C. T
0
CURVE TABLE
CURVE RADIUS LENGTH I DELTA I CHD. BRG I'EHD.
Cl 75_._00 127.99197*46'47IS78'58,07"Wl113.02
C2 40.00 38.75 155*30-15 5-37-46,'15"E 37.25
eA N6
6 1 OVERALL AREA PLAN
'M V ® FULL SIZE PLOT SCALE: 1 " = 40'
TRUE HALF SIZE PLOT SCALE: 1 " = 80'
NORTH
0 20' 40' 80'
EXISTING
BUILDING
EXISTING
BUILDING
BUILDING
�Plat�ung
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............
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1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
SITE NAME:
111 *Awl d :4 :1
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE.
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
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4WW ��� CONSULTING`ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
7
REVISION
o
DESCRIPTION
BY
G
ISSUED FOR CONSTRUCTION
RS
-DATE
10/22/13
o
REVISED PER RFDS
TH
10/31/13
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............
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
SITE NAME:
111 *Awl d :4 :1
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE.
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
OFT 1
ANTHONY L. `H*' . U7777 00
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102126
S TERM:
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ONAL
L vii: EE L 5
4WW ��� CONSULTING`ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
7
REVISION
NO
DESCRIPTION
BY
0
ISSUED FOR CONSTRUCTION
RS
-DATE
10/22/13
1
REVISED PER RFDS
TH
10/31/13
2
REVISED PER COMMENTS
IWS
11/14/13
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J ha
S
JAN
10
mw\mm
'o
t&t
............
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
SITE NAME:
111 *Awl d :4 :1
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE.
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
OFT 1
ANTHONY L. `H*' . U7777 00
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. .........
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L vii: EE L 5
4WW ��� CONSULTING`ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
REVISION
NO
DESCRIPTION
BY
0
ISSUED FOR CONSTRUCTION
RS
-DATE
10/22/13
1
REVISED PER RFDS
TH
10/31/13
2
REVISED PER COMMENTS
IWS
11/14/13
SHEET TITLE:
O
OVEI-xl-%A
LL AREA
PLAN
SHEET NUMBER:
AOmO
TRUE
NORTH
rim=
FULL SIZE PLOT SCALE: 3/811 19-01$
HALF SIZE PLOT SCALE: 3/16pp = 13-0)l
--mmmmomi
0 21 4' 8)
L-A],-) I 11'4kJ Vf 1-\1Z-U1N
CABLE TRAY
x
W,
at&t
. . . . . . . . . .....
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
Good man Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
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CONSULTING ENGINEERS, INC.
19315 IM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
REVISION
NO
DESCRIPTION
BY
DATE
0
ISSUED FOR CONSTRUCTION
RS
10/22/13
1
REVISED PER RFDS
TH
10/31/13
2
REVISED PER COMMENTS
WS
11/14/13
SHEET TITLE:
EXISTING
SHEET NUMBER:
Al 00
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
GoodmanNetworks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
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oo ANTHONY L. HUEBEL /
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CABLE TRAY
%') 1 PROPOSED COMPOUND PLAN
TRUE FULL SIZE PLOT SCALE: 3/8" = 1'-0"
NORTH HALF SIZE PLOT SCALE: 3/16" = 1'-0"
0 2' 4 8,
x °3
Nov 2 2 2013
CULLCUL 6 1 m i ION
DEVELOPMENT SERr
PLAT FILED: l
o%oPlanning File Copy
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
SHEET NUMBER:
A 1.1
t Am&
&t
.................
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
Goodman Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
Ld* v
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
OF rFJ
..........
00
ANTHONYL HUEBEL 00
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TRUE FULL SIZE PLOT SCALE: 3/4" = 1'-0"
NORTH HALF SIZE PLOT SCALE: 3/8" — 1'-0"
T! ----------------------- i
0 3$ 61
DRAWN BY: RS
APPROVED
0 T
,PPROVED BY: TH
DATE
W 1 0/1
P,ATE DRAWN: 10/16/13
REVISION
0 DESCRIPTION — BY DATE
ISSUED FOR CONSTRUCTION RS 10/22/13
REVISED PER RFDS
TH
REVISED
I'- 10/31/13
REVISED PER COMMENTS
WS 11/14/13
EET TITLE:
ENLARGED
EQUIPMENT PLAN
EET NUMBER:
Al m2
NOTE:
STRUCTURAL ANALYSIS PERFORMED BY OTHERS.
CONTRACTOR TO THOROUGHLY REVIEW AND ADHERE TO
THE STRUCTURAL ANALYSIS SPECIFIC TO THIS PROJECT.
REFER TO THE ANALYSIS FOR STRUCTURAL INFORMATION
INCLUDING BUT NOT LIMITED TO STRUCTURAL
UPGRADES, MOUNTING TYPES, ANTENNA DETAILS AND
HEIGHTS, CABLE ROUTING, ETC. ANY DISCREPANCY
BETWEEN THE DRAWINGS AND STRUCTURAL ANALYSIS,
AND/OR TOWER PLANS SHOULD BE BROUGHT TO THE
ATTENTION OF THE PROJECT MANAGER PRIOR TO
BIDDING AND INSTALLATION.
EXISTING VERIZON
ANTENNA CANISTER
EXISTING LIGHT POST
TOP OF EXISTING BUILDING
ELEV. 54'-6" AGL
RAD CENTER OF AT&T ANTENNAS
ELEV. 51 —6 AGL ALPHA & BET,
PROPOSED AT&T PANEL ANTENNAS
(2 PER SECTOR, 3 SECTORS, 6
TOTAL)
PROPOSED AT&T VERTICAL
CABLE TRAY. ALTERNATIVELY
PROVIDE (2) 3" CONDUITS.
PAINT ALL TO MATCH BUILDING
FINISH GRADE
ELEV. 0'-0" REF.
ANTENNA CABLE NOTES :
1. ALL FIBER AND DC CABLES SHALL BE SECURED USING ROSENBERGER GROMMETS.
COORDINATE WITH CM FOR APPROVED SNAP—IN OR CLAMP HANGERS.
2. FOR NEW COAXIAL CABLE INSTALLATIONS, THE ANTENNA COAXIAL CABLE INSTALLER SHALL
BE RESPONSIBLE FOR PERFORMING AND SUPPLYING AT&T WITH TYPEWRITTEN SWEEP
TESTS (ANTENNA RETURN/LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE
SPECIFICATIONS AND >PARAMETERS OUTLINED BY THE AT&T RADIO FREQUENCY (RF)
ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE.
3. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND
SUPPLYING AT&T WITH 3 TYPEWRITTEN, TIME DOMAIN REFLECTOMETER (TDR) TESTS TO
VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE.
4. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS.
5. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2"
JUMPERS AND SHALL NOT EXCEED 6'-0". MAXIMUM LENGTH FOR THE JUMPERS AT BTS
UNITS WILL BE 6'-0".
6. UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD CENTER AND TOP
OF ANTENNA.
NOTE:
1. PAINT ALL VISIBLE ANTENNAS AND APPURTENANCES
TO MATCH THE EXISTING BUILDING.
2. ALL EXPOSED CONDUIT SHALL BE PAINTED TO BE
IDENTICAL TO OR CLOSELY COMPATIBLE WITH THE
COLOR OF BEAM.
PROPOSED AT&T CABLE
PATHWAY SECURED TO 5TH
LEVEL BEAM/ CEILING
ANTENNA MOUNTING NOTES:
1. ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING.
2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAD CENTER AND ORIENTATIONS WITH AT&T
PRIOR TO INSTALLATION OF ANTENNAS.
3. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER
FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER
IS CAPABLE OF SUPPORTING THE PROPOSED LOADS. REFER TO STRUCTURAL ANALYSIS BY
OTHERS.
4. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS.
NO ERECTION (WHERE APPLICABLE) OR MODIFICATION OF TOWER SHALL BE MADE WITHOUT
APPROVAL OF STRUCTURAL ENGINEER.
5. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT
ANSI/TIA/EIA-222—F OR APPLICABLE LOCAL CODES.
6. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM
A123, UNLESS NOTED OTHERWISE.
7. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN
ACCORDANCE WITH ASTM A153 UNLESS NOTED OTHERWISE.
8. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN
ACCORDANCE WITH ASTM A780.
9. ALL ANTENNA MOUNTS SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS.
10. MINIMUM HORIZONTAL SPACING SHALL BE 3'-0" BETWEEN ANTENNAS.
PROPOSED BUILDING ELEVATION
FULL SIZE PLOT SCALE: 1/8"
HALF SIZE PLOT SCALE: 1/16"
0 4' 8' 16'
PROPOSED AT&T (3) RRUS-11 &
(2) DC -2 SURGE SUPPRESSION
UNIT MOUNTED TO CONCRETE BEAM
ON 5th FLOOR OF PARAGE GARAGE
(TYP. EACH SECTOR)
RAD CENTER OF AT&T ANTEN
SO\
.00
g
... ...
at&t
. . . . . . . . . .
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
I Goodman Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
LLQ
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
PSE OF iF I 1
'' ��yrl
a J+.
ANTHONY L. HIJEBEL •%
oo ............................... /
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AL
NO DESCRIPTION BY DATE
.........
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31 / 13
2 REVISED PER COMMENTS WS 1 1/14/13
ip. • r't c�t � � y S �r _...
4
NOV 2 2 142013
TANA rft'j
Planning f u
SHEET TITLE:
SHEET NUMBER:
A2mO
NOTE:
GAMMA SECTOR ANTENNAS MUST BE
ORIENTED TO COVER THE GEORGE
BUSH DR. CORRIDOR AND MINIMIZE
COVERAGE OF OLSON FIELD.
UMTS
F\ C-1-1
LTE F\
C-5
(BELOW)
DROPOSED AT&T PANEL \ \
ANTENNA
(2 PER' SECTOR, 3
SECTORS, 6 TOTAL)
PROPOSED AT&T RRUS-11
MOUNTED'70 CONCRETE
BEAM (3 PER SECTOR, 3
-.�. SECTORS, 9 TOTAL ' ; ^j
\
0 \
h
,S
G..............
PROPOSED AT&T DC2 SURGE '~
SUPPRESSION UNIT MOUNTED
TO CONCRETE BEAM (2 PER \ \
............
SECTOR, 3 SECTORS, 6 TOTAL)
PROPOSED 18" COVERED CABLE
TRAY SECURED TO SIDE OF
EXISTING GARAGE BEAM. PAINT \
EXPOSED SECTION TO MATrH \
PROPOSED ANTENNA PLAID
1 „ „
FULL SIZE PLOT SCALE. 1 /4 = 1 -0
TRUE
NORTH HALF SIZE PLOT SCALE: 1/8" = 1'-0"
0 2 4' 8'
SIDE
MANUFACTURER: COMMSCOPE
MODEL: SBNH-1 D6565B
WEIGHT W/O MOUNTING HARDWARE: 47.4 LBS
DIMENSIONS: HxWxD: 72.7"x11.85"x7.1"
FREQUENCY: REFER TO RF DATA SHEET
3 SBNH-1 D6565B DETAIL
SCALE: N.T.S.
PROPOSED AT&T
FC 12-PC6-10E MOUNTED TO
CONCRETE BEAM
UMTS
A-1
LTE
A-5 -
SECTOR
8O•
PROPOSED 18" COVERED
CABLE TRAY SECURED TO
SIDE OF EXISTING GARAGE
BEAM. PAINT EXPOSED
SECTION TO MATCH BUILDING
PROPOSED WALL
MOUNT BRACKET
(SITEPRO_SP221 OR
APPROVED EQUAL)
U MTS
B-1
- LTE
B-5
O�
O�
j
FRONT
4-' SCALE: N.T.S.
4 ANTENNA MOUNT DETAIL
SCALE: N.T.S.
SIDE
•I
:• •
MANUFACTURER: COMMSCOPE
MODEL: SBNH-1 D4545A
WEIGHT W/O MOUNTING _ HARDWARE: 39.7 LBS
DIMENSIONS: HxWxD: 56.7"x16.2"x7.1"
FREQUENCY: REFER TO RF- DATA SHEET
D4545B DETAIL
RRUS-11
-DIMENSIONS (H x W x D):
17.8" x 17.0" x 7.2" (INCLUDES SUNSHIELD)
-WEIGHT: 55 LBS
-CLIMATE: -40
*C C TO +55. C
(SELF CONVECTION SILENT, NO FANS, IP55)
-POWER CONSUMPTION: 200 WATTS (TYP.)
NOTE:
RRUS CAN ONLY BE
PAINTED ON SOLAR SHIELD.
7>>,
ooao���
pQ°�apoR�o.�
pp pp p\—+. -ate
ppp�
p`��GSS
dam:
p�
V SCALE: N.T.S.
at&t
.......... .......... ..........
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
Networks
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/201
OF r�lkj
00..� �b`s.ww.........w.:........ /
ANTHONY L. HLIEBEL00
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IN.
SHEET TITLE:
ANTENNA PLAN
AND
DETAILS
SHEET NUMBER:
A2.1
lllbk
CONSULTING ENGINEERS, .
\\ G.I'NEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
REVISION
NO
DESCRIPTION
BY
DATE
0
ISSUED FOR CONSTRUCTION
RS
10/22/13
1
REVISED PER RFDS
TH
10/31/13
2
REVISED PER COMMENTS
WS
11/14/13
SHEET TITLE:
ANTENNA PLAN
AND
DETAILS
SHEET NUMBER:
A2.1
*REFER TO CURRENT RFDS FOR EXACT ANTENNA INFORMATION (TILTS, AZIUMTHS, MODELS, ETC.)
i iilqimiliiil ���l ,
I SCALE: N.T.S.
.. ISN'Tall tol 0 9 -01 EM
ot
A m
at&t
............
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
GoodmanNetworks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
-J
11*A7114:
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
F I
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102126 0.00
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CONSULTING ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
ANTENNA
CONFIGURATION
�,HEET NUMBER:
A2m,�3
ANTENNA
700 (LTE)
850 (UMTS)
1900 (UMTS)
FEEDER
ANTENNA
FIBER COLOR
AZIMUTH
RAID
FEEDER TYPE
LENGTH (TO
ELEC.
MECH.
ELEC.
MECH.
ELEC.
MECH.
NUMBER
CODE
CENTER
FC12)
MAKE
MODEL
DOWNTILT
DOWNTILT
DOWNTILT
DOWNTILT
DOWNTILT
DOWNTILT
A-1
RD/GR
COMMSCOPE
SBNH-1D6585B
80*
51'-6"
FIBER
150'±
RD/GR/WH
A-5
RD/SL
COMMSCOPE
SBNH-1D6585B
80*
511-6)2
FIBER
150'±
RD/SL/WH
B-1
BL/GR
COMMSCOPE
SBNH-1D6585B
145*
512-6))
FIBER
150'±
BL/GR/WH
B-5
BL/SL
COMMSCOPE
SBNH-1D6585B
145*
51'-6"
FIBER
150'±
BL/SL/WH
C-1
GR/GR
COMMSCOPE
SBNH— 1 D4545A
245*
49'-0"
FIBER
150'±
GR/GR/WH
C-5
GR/SL
COMMSCOPE
SBNH— 1 D4545A
245*
49;-0"
FIBER
150'±
GR/SL/WH
*REFER TO CURRENT RFDS FOR EXACT ANTENNA INFORMATION (TILTS, AZIUMTHS, MODELS, ETC.)
i iilqimiliiil ���l ,
I SCALE: N.T.S.
.. ISN'Tall tol 0 9 -01 EM
ot
A m
at&t
............
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
GoodmanNetworks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
-J
11*A7114:
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
F I
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102126 0.00
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CONSULTING ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
ANTENNA
CONFIGURATION
�,HEET NUMBER:
A2m,�3
4
TE"
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t% ra
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PLUMBING DIAGRAM
SCALE: N.T.S.
7mlim-
�\6
mm
a
m
NO
WN
a &t
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
"oociffian Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
FBI *AV* 14 V
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
OF
4JW054
.....................e...- * t.000
ANTHONY L. HUEBEL 010'
10 212 6
S T
1j%S/ON'A*'L
10'ahL,
\' amorrmi",
\ \ CONSULTING ENGINEERELS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: IRS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
SHEET NUMBER:
A3.0
N
N
vI\vv1vv
FRONT VIEW
NEW (3) P1000 UNISTRUT
(SPACED AS REQUIRED)
NEW CIENA MOUNTING
BRACKET (AS REQUIRED)
3911
d-
UAM C6
FIBER OUT
MANUFACTURER: CIENA
MODEL: 3911 W/ UNI ACCESS MODULE (UAM)
DIMENSIONS: 27.2" X 16.2" X 6.4"
WEIGHT: APPROX. 32.8 LBS
.� CIENA DETAIL
SCALE: N.T.S.
3/8" HILTI KWIK BOLT 3 W/
?-1 /4" FNARFnNAFNIT
EXISTING
WALL/BEAM
(TYPICAL)
)OOT UNISTRUT
EDGE
,L P1064 FLAT
;TYP. OF 4) AS
FOR SPACING
PROPOSED
DC2 UNIT
UNISTRUT CHANNEL
NUT (TYP. OF 4)
2 DC2 MOUNTING DETAIL
SCALE: N.T.S.
5 CONDUIT WALL MOUNT DETAIL
SCALE: N.T.S.
CABLE TRE
SPA(
DEPTH.
WITH
CLA
H(
FASTEI`
WIT
BOLTS
3/8"
HILTI KWIK
BOLT 3
W/
2-1/4"
FMRFOMFNT
@ 10"
O.C.
00.313
(4 Q1 A(`[ Cl
c
Lc
LC;
#:I FC12-PC6-10E DETAIL
V SCALE: N.T.S.
r, CABLE TRAY WALL MOUNT DETAIL
11J SCALE: N.T.S.
6.64?"
CABLE TRAY WITH 9" RUNG
SPACING, 4" LOADING
DEPTH. SUPPORT CABLES
WITH STAINLESS STEEL
CLAMPS EVERY 6 FT.
HOLD DOWN CLAMP
FASTENED TO UNISTRUT
WITH 3/8" x 2 1/2"
BOLTS W/ SPRING NUTS
MANUFACTURER: PCTEL
MODEL#: GPS—TMG—HR-26NCM
DIMENSIONS: 5.0"H x 3.2"D
WEIGHT: 0.6 LBS.
GALV. ANTENNA
MAST
PIPE CLAMP SECURED
TO POST WITH PIPE
TO PIPE CLAMP
GPS COAX JUMPER
COAX GROUND KIT
GPS ANTENNA CABLE
TO RECEIVER
GPS POLYPHASER
MUST BE INSTALLED
ON EQUIPMENT SIDE
OF SUPPORT
STRUCTURE PER THE
"SITE PREP GUIDE".
S ANTENNA
E BRIDGE
DST OR SIMILAR
DWELD OR COLD
,TER GROUND
AMP (T& B
ACKBURN 39 4131.
EQUIVALENT)
2 AWG GREE
ISULATED
TRANDED COPPER
NEAREST
DUND BAR OR
JIPMENT GROUND
IG
7r AWG GREEN
INSULATED
STRANDED
COPPER
i
4 GPS ANTENNA DETAIL
SCALE: N.T.S.
PREPARED FOR:
00' MOO-
at&t
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
ui.-.-ood man Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
DEXTER
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
ANTHONY L HUEBEL /
a p 102126 0.,
S T �-O 0 4C'�i.'
F
II _ II
3/8" THREAD ROD W/ HILTI
HIT—HY-150 ADHESIVE W/ MIN.
3" EMBEDMENT @ 4'-0" O.C. j
II II
Ii NEW UNSTRUT P1000
II II
--------------,�-
—
—————————————————————— — — —
I --
NEW CABLE TRAY COVER
NEW COVER HOLD DOWN
SCREWS @ 12" O.C.
-7 CABLE TRAY CEILING MOUNT DETAIL
I SCALE: N.T.S.
00
VL::::
\\
�� \��\ CONSULTING ENGINEERS, I'NC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
EQUIPMENT
DETAILS
SHEET NA40�fF
UMBER:
P1000 UNISTRUT SPACED
AS REQUIRED. SECURE TO
STD. UNISTRUT STRUCTURAL
PIPE CONNECTOR OR
U -BOLTS SIZED PER NEED
4" DIA STD. SCHEDULE
STRUCTURAL PIPE (TYP)
PROPOSED 12X12X3/4
BASE PLATE W/ (4) 1/2"
HILTI KWIK BOLT 3
ANCHORS, MIN. 6" EMBED.
0
I Co
� I
CD
(2) PURCELL CABINET
(FLXI6WS), (1) FUTURE-/
EXSITING CONCRETE FLOOR
4'-6" NEW (3) RRUS-11 ATTACHED TO UNISTRUT
PER MANUFACTURER'S REQUIREMENTS
2'-1 " NEW (2) UNISTRUT W/ PLASTIC END
CAPS, MOUNTED TO EXISTING WALL W/
NEW 1/4" HILTI KWIK BOLT 3 W/ MIN.
2-1/4" EMBEDMENT @ 12" O.C.
.� PURCELL MOUNTING DETAIL
SCALE: N.T.S.
REAR VIEW
'ROPOSED
'PC CABINET
'ROPOSED
;IENA CABINET
NEW (2) DC2-PC6-10E SURGE
SUPPRESSION UNIT ATTACHED TO
UNISTRUT PER MANUFACTURERS
REQUIREMENTS
WATERTIGHT ENE
(
D1000 UNISTRUT SPACED
AS REQUIRED. SECURE TO
STD. UNISTRUT STRUCTURAL
RIPE CONNECTOR OR
J -BOLTS SIZED PER NEED
4" DIA STD. SCHEDULE
STRUCTURAL PIPE (TYP)
DROPOSED 12X12X3/4"
SASE PLATE W/ (4) 1/2"
-IILTI KWIK BOLT 3
ANCHORS, MIN. 6" EMBED.
EXISTING CONCRETE BEAM
..................
-----------------
-_-_-_
-_-
0
:
NOTE:
1. ROUTE ALL JUMPER CABLES ABOVE OR
BEHIND RRU SUCH THAT THEY ARE NOT
EXPOSED.
2. PROPERLY DRESS PER MANUFACTURER
AND CONSTRUCTION MANAGER
REQUIREMENTS
2 RRUS-11 & DC2 MOUNTING DETAIL
SCALE: N.T.S.
4'-0"
0
100A MAINTENANCE
DISCONNECT BEFORE
TRANSFORMER. FIELD
_OCATE
D1000 UNISTRUT SPACED
AS REQUIRED. SECURE TO
STD. UNISTRUT STRUCTURAL
RIPE CONNECTOR OR
J -BOLTS SIZED PER NEED
4" DIA STD. SCHEDULE
STRUCTURAL PIPE (TYP)
o"Fat&t. . . . . . . . . . . . .. . . . . . . . . . . .
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2011
i. u. 00
ANTHONY L. HUEBEL
�... :.....................:....i
;� p 102126 ��,••��
//i ��;•.;�c/ STAR,; •'��"�
0NXAL
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0
\ \
CONSULTING ENGINEERS, INC.
addis
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
EQUIPMENT
DETAILS
3 UTILITY H -FRAME MOUNTING DETAIL I SHEET NUMBER:
A401SCALE: N.T.S.
.9 m an
1 1-1 "1 N I \_.' Ll L__ I f-\ I L_
NOTES:
1. ABOVE INFORMATION SHOWN FOR REFERENCE ONLY. ACTUAL
ENGINEERING OF FENCE SYSTEM SHALL BE COORDINATED WITH
FENCE MANUFACTURER, CONTRACTOR AND VENDOR.
2. ALL FENCE POSTS TO BE HOT—DIPPED GALVANIZED UNO
3. DRILLED PIER FOOTING CONCRETE, Vc OF 3000 PSI MIN
4. BRACING RODS TO BE TENSIONED PER INDUSTRY STANDARDS.
5. CONTRACTOR SHALL USE GALVANIZED SCREWS TO ATTACH
PICKETS TO BACK RAILS MIN. 2 PER PICKET.
1 TYPICAL WOODEN FENCE
' SCALE: N.T.S.
T
FYP.)
RAIL
PICKETS 1 N4"
r- A r)
DOG
WATERTI(
ENDCAP (I
2x4 BACK F
(T\
STEEL P(
ADAPTER (T\
3" STD.
(SCH 40) F
1/2" 13/
PLATE, REI
TO D El
FINISF
GR/
PICKET MULTIPLIER TABLE
PICKET
DIMENSION
SIDE BY
SIDE
OVERLAP/
BOARD ON
BOARD
1 x4 (3-1/2")
3.3
4.8
1x4 FULL 4"
3
4
1 x6 (5-1/2")
2.2
2.9
1x6 FULL 6"
2
2.45
q PICKET TABLES
W SCALE: N.T.S.
SPACE PICKETS TABLE
PICKET
DIMENSION
227
SPACE
3))
SPACE
4"
SPACE
1 x4 (3-1/2")
2.2
1.9
1.6
1x4 FULL 4"
2
1.75
1.5
1 x6 (5-1/2")
1.6
1.45
1.3
1x6 FULL 6"
1.5
1.35
1.2
r) . . C' /1 A M r -'l /-1 A f (
NOTES:
1 CONTRACTOR SHALL PROVIDE ACCESS HOLES FOR FORGED ZINC COATED
CHAIN TO WOODEN ACCESS GATE.
2. CONTRACTOR TO SUPPLY AND INSTALL A 3/8" x 36" FORGED ZINC
COATED CHAIN WITH A R DIGIT COMBINATION MASTER LOCK HAVING AN
ELONGATED SHANK. SET COMBINATION AS DIRECTED BY CONSTRUCTION
MANAGER.
TYPICAL WOODEN GATE DETAIL
1
SCALE: N.T.S.
No
E_E_Nln7 nnc-r
GALVANIZED
FRAM E
FIGHT ENDCAP
ROD (TYP.)
). GA.
� 0) PIPE
\'REL
(TYP.)
3ASE
REFER
FAIL
A BASE PLATE DETAIL
SCALE: N.T.S.
FOR
IK
lgvvgmvx� • ;
Am&
x
�0
on
at&t
... ..... ...
. AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
SITE NAME:
� Q *.vklk 40-m-44-:11
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
_110obw- 'EVELS
CONSULTING ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
REVISION
.NO
DESCRIPTION
BY
DATE
0
ISSUED FOR CONSTRUCTION
RS
10/22/13
1
REVISED PER REDS
TH
10/31/13
12
REVISED PER COMMENTS
WS
11/14/13
SHEET TITLE:
FENCE DETAILS
SHEET NUMBER:
A4m2
BLUE TEXT
„�li13:�1
ORANGE
BACKGROUN
BLUE TEXT
24"
\\\♦\\� �♦♦♦\ \ ♦\\ \\\ \ �♦\ \ a\\\ - \ �,\ ��♦
WHITE BACKGROUND
WHITE/ORANGE BACKGROUND, BLUE/WHITE LETTERING
MOUNTING LOCATION: ALL 4 SIDES OF FENCE (IF AT&T OWNED
D SITE; NOT REQUIRED IF OWNED BY OTHERS
QUANTITY: 4
PROPERTY OF AT&T
10 SCALE: N.T.S.
1511
�'�
\ WHITE
` `� ` BACKGROUND
U k7
U L 1 11 \1
\♦\\ \a\ �♦\\\\� p.\\ \ \a\ \ �,\\ ♦a:\\ \ �\\\\ \ gp\ 1 \ r
\\\\\\\� \�\\\\ \ \ \ ,\' \\r-%\\\
\ \ \ \\\\\ \ \ \ ' \ N
\\\♦�♦ \: \\\�♦\ \\♦\♦ \ \ \ \\\♦\. 1 L V
No o \ \ \ ng
20" \\ \ \� � �\\ \` \
,
ORANGE
�................... BACKGROUND
WHITE/ORANGE BACKGROUND, BLUE/WHITE LETTERING
&T
♦ -�
`Q♦♦�
MOUNTING LOCATION:
CABINET DOORS
QUANTITY: 1
\ O
i� Ii.11:
U
\y.0♦ \..��
\\\♦\\� �♦♦♦\ \ ♦\\ \\\ \ �♦\ \ a\\\ - \ �,\ ��♦
WHITE BACKGROUND
WHITE/ORANGE BACKGROUND, BLUE/WHITE LETTERING
MOUNTING LOCATION: ALL 4 SIDES OF FENCE (IF AT&T OWNED
D SITE; NOT REQUIRED IF OWNED BY OTHERS
QUANTITY: 4
PROPERTY OF AT&T
10 SCALE: N.T.S.
1511
�'�
\ WHITE
` `� ` BACKGROUND
U k7
U L 1 11 \1
\♦\\ \a\ �♦\\\\� p.\\ \ \a\ \ �,\\ ♦a:\\ \ �\\\\ \ gp\ 1 \ r
\\\\\\\� \�\\\\ \ \ \ ,\' \\r-%\\\
\ \ \ \\\\\ \ \ \ ' \ N
\\\♦�♦ \: \\\�♦\ \\♦\♦ \ \ \ \\\♦\. 1 L V
No o \ \ \ ng
20" \\ \ \� � �\\ \` \
,
ORANGE
�................... BACKGROUND
WHITE/ORANGE BACKGROUND, BLUE/WHITE LETTERING
MOUNTING LOCATION:
SHELTER DOOR
QUANTITY: 1
MOUNTING LOCATION:
CABINET DOORS
QUANTITY: 1
PROPERTY
O
F
O AT&T DOOR
7SCALE:
LONG LASTING UV RESISTANT COATINGS.
N.T.S.
2.
AT&T ABOVE GROUND FUEL STORAGE SYSTEMS
SIGNS AND
LABELING REQUIREMENTS
NEPA 704 Hazard Identification System
GREEN
15" Diamond
—BLACK
\\\\\\\\���`
TEXT
�— RED
BRACKETS SHALL BE OF SIMILAR META AS THE
\\\\\.� 1 L\\\\�\\\�\ \\\\\\. \\\\\',
RED
M
— WHITE
WHITE TEXT
•
BLUE
BACKGROUND
WHITE TEXT
BLACK
TEXT
WH ITE
BACKGROUND
WHITE/BLUE BACKGROUND, WHITE/BLACK LETTERING
MOUNTING LOCATION: SHELTER DOOR 8c CABINET DOORS
QUANTITY: PER NUMBER OF CABINET DOORS ON SITE
AUTHORIZED PERSONNEL SIGN
9 SCALE: N.T.S.
BLACK
TEXT
FIV
ACTIVE ANTENNAS ARE MOUNTED
❑ ON THE OUTSIDE OF THIS BUILDING
1 BEHIND THIS PANEL
❑ ON THIS STRUCTURE
12" STAY BACK MINIMUM OF 3 FEET
FROM THESE ANTENNAS
Contact AT&T Mobility at 800.638.2822
and follow their instructions prior to performing
any maintenance or repairs closer than 3 feet
from the antennas.
This is AT&T Mobility site
Sign #2 AT&T
Mobility
GREEN
BACKGROUND
111 601�\\ 11 552\ In 102 vull, 01111.1�1 A 11000
Federal Communications Comm ission
Tower Registration Number
7 -
Posted in accordance with Federal Communications
Commission rules on antenna tower registration
47CFR 17.4(g)
1211
GREEN
BACKGROUND SIGNAGE NOTES:
1.
SIGNS SHALL BE FABRICATED FROM CORROSION
BACKGROUND
RESISTANT PRESSED METAL & PAINTED WITH
LONG LASTING UV RESISTANT COATINGS.
2.
SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE
,CKGROUN
MOUNTED TO THE TOWER, GATE & FENCE USING A
MINIMUM OF 9 GAUGE ALUMINUM WIRE, HOG RINGS
\\\\\5
—BLACK
(FENCE) OR BRACKETS, WHERE NECESSARY.
TEXT
BRACKETS SHALL BE OF SIMILAR META AS THE
RED
STRUCTURE TO AVOID GALVANIC CORROSION.
— WHITE
i
BACKGROUND 3.
ADDITIONAL E911 ADDRESS & FCC REGISTRATION
SIGNS SHALL BE MOUNTED AT EACH ACCESS ROAD
GATE LEADING TO THE COMPOUND AS WELL AS ON
THE COMPOUND GATE ITSELF.
4.
AT&T SITE # & EMERGENCY CONTACT SIGNS SHALL'
BE MOUNTED ON THE EQUIPMENT CABINET WITH
PERMANENT SET ADHESIVE. TWO SIDED TAPE SHALL
BE UTILIZED AT EACH CORNER ON THE BACKSIDE TO
WHITE/GREEN BACKGROUND, WHITE/BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER AID PLACEMENT UNTIL THE ADHESIVE SETS. V
QUANTITY: 2
FCC REGISTRATION SIGN
8SCALE: N.T.S.
8$1
BLACK GREEN
TEX
BACKGROUND
WHITE
BACKGROUND `
12
WHITE/GREEN BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
RF EXPOSURE INFORMATION
6SCALE: N.T.S.
CKGROUND WHITE
PRODUCT IDENTIFICATION
Hazard Ratings: TEXT
Nine o'clock -Health p%�
Twelve o'clock-FlammabilityNvo,, \ � \\ Lw\\\11011\ \� %
Three oclock -Instability\\gip \ .�� \ \\ 1
Six o'clock - Special
Signs must be of durable material with red lettering on a white background.
REFERENCES: Letters shall not be less than 3 inches (76.2 mm) in height and 1/2 inch (12.7 mm) in stroke.
NEPA 704 Signs shall not be obscured or removed and shall be in English as a primary language
UFC 7901.9 Combustible Sign may also be white letters on red background.
IFC 2703.5
MOUNTING LOCATION: FUEL STORAGE TANK/ GENERATOR
QUANTITY: 1
HAZARDOUS MATERIALS
3SCALE: N.T.S.
WHITE
TEXT
12"
AT&T Mobility operates telecommunications antennas at this location.
Remain at least 3 feet away from any antenna and obey all posted
signs.
Contact the owner(s) of the antenna(s) before working
closer then 3 feet from the antenna(s)
Contact AT&T Mobility at (800)-832-6652 prior to performing any
maintenance or repairs near AT&T Mobility antennas
This is Site #
Contact the management office if this door/hatch/gate is found
unlocked.
..:::
En esta propiedad se ubican antenas de telecommunicaciones
operaadas par AT&T Mobility. Favor mantener una disiancia de no
menos de 3 pies y obedecar todos las avisos.
Comuniquese can el propietaria o las propiatarios de las antes de
trabajar o caminar de menos de 3 pies de la antena
Comuni uese can AT&T Mobility 800 832-6652 antes d r aliza
q y( ) to e e r
cualquier mantenimiento a reparaciones cera de las antenas de
AT&T Mobility.
Esta es la estacion base numero
Favor comunicarse can la oficina de la administracion del
adificio si esta puerta o compuerta se encuentra sin canado
AT&T
Sign #1 Mobility
BLACK TEXT
WHITE
BACKGROUND
BLACK
TEXT
WHITE/GREEN BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
� RF EXPOSURE INFORMATION SIGN
SCALE: N.T.S.
BLACKON, 11001WOMEN R Es\00001", IRM011op
lk
aEH7�, N ID
RESPASSING
d
REOK
BFlCK(
BACKGROUND BLACK
\\\�\ RED TEXT
,\o\� BACKGROUND
WHITE/GREEN BACKGROUND, BLACK/WHITE LETTERING
MOUNTING LOCATION: ALL 4 SIDES OF FENCE (IF AT&T OWNED SITE)
MOUNTING LOCATION: GATE (IF OWNED BY OTHERS)
QUANTITY: 1
DANGER TRESPASSING SIGN
2 SCALE: N.T.S.
On this tower:
Radio frequency fields near some
q Y
antennas may exceed FCC rules
for human exposure.
Personnel climbing this tower should be
trained for working in radio frequency
environments and use a personal RF
monitor if working near active antennas.
Ref: FCC 47cfr 1.137(b) AT&T
Mobility
YELLOW
BACKGROUN
WHITE
BACKGROUN
YELLOW
BACKGROUN
WHITE/YELLOW BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: BASE OF TOWER
QUANTITY: 1
AdOWN
OF
0
\
`p
\Q\\�`\
IMMMEEMMOW
\\
t
11 Q
t&tR1000
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
GoodmanNetworks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
DEXTER
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
RT EXPOSURE CAUTION SIGNI N401
5
�,��
4 SCALE: N.T.S. E
°\\
'rhe Authorization for the Radio Equipment
At this facility is located at the Control Poing
AT&T Mobility
5601 Legacy Drive; MS A-3
Plana, TX 75024
(469)229-7517 office/ (469)229-7295 iX
WHITE BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: SHELTER DOOR
QUANTITY: 1 PER CABINET
\�\\\ CONSULTING ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
WHITE REVISION
BACKGROUND NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
SITE SIGNAGE
DETAILS
SHEET NUMBER:
� 'J
BACKGROUND
,CKGROUN
\
\\\\\5
\`%64\111\\�
1111
\\\\
\\\\\
Hazard Ratings: TEXT
Nine o'clock -Health p%�
Twelve o'clock-FlammabilityNvo,, \ � \\ Lw\\\11011\ \� %
Three oclock -Instability\\gip \ .�� \ \\ 1
Six o'clock - Special
Signs must be of durable material with red lettering on a white background.
REFERENCES: Letters shall not be less than 3 inches (76.2 mm) in height and 1/2 inch (12.7 mm) in stroke.
NEPA 704 Signs shall not be obscured or removed and shall be in English as a primary language
UFC 7901.9 Combustible Sign may also be white letters on red background.
IFC 2703.5
MOUNTING LOCATION: FUEL STORAGE TANK/ GENERATOR
QUANTITY: 1
HAZARDOUS MATERIALS
3SCALE: N.T.S.
WHITE
TEXT
12"
AT&T Mobility operates telecommunications antennas at this location.
Remain at least 3 feet away from any antenna and obey all posted
signs.
Contact the owner(s) of the antenna(s) before working
closer then 3 feet from the antenna(s)
Contact AT&T Mobility at (800)-832-6652 prior to performing any
maintenance or repairs near AT&T Mobility antennas
This is Site #
Contact the management office if this door/hatch/gate is found
unlocked.
..:::
En esta propiedad se ubican antenas de telecommunicaciones
operaadas par AT&T Mobility. Favor mantener una disiancia de no
menos de 3 pies y obedecar todos las avisos.
Comuniquese can el propietaria o las propiatarios de las antes de
trabajar o caminar de menos de 3 pies de la antena
Comuni uese can AT&T Mobility 800 832-6652 antes d r aliza
q y( ) to e e r
cualquier mantenimiento a reparaciones cera de las antenas de
AT&T Mobility.
Esta es la estacion base numero
Favor comunicarse can la oficina de la administracion del
adificio si esta puerta o compuerta se encuentra sin canado
AT&T
Sign #1 Mobility
BLACK TEXT
WHITE
BACKGROUND
BLACK
TEXT
WHITE/GREEN BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
� RF EXPOSURE INFORMATION SIGN
SCALE: N.T.S.
BLACKON, 11001WOMEN R Es\00001", IRM011op
lk
aEH7�, N ID
RESPASSING
d
REOK
BFlCK(
BACKGROUND BLACK
\\\�\ RED TEXT
,\o\� BACKGROUND
WHITE/GREEN BACKGROUND, BLACK/WHITE LETTERING
MOUNTING LOCATION: ALL 4 SIDES OF FENCE (IF AT&T OWNED SITE)
MOUNTING LOCATION: GATE (IF OWNED BY OTHERS)
QUANTITY: 1
DANGER TRESPASSING SIGN
2 SCALE: N.T.S.
On this tower:
Radio frequency fields near some
q Y
antennas may exceed FCC rules
for human exposure.
Personnel climbing this tower should be
trained for working in radio frequency
environments and use a personal RF
monitor if working near active antennas.
Ref: FCC 47cfr 1.137(b) AT&T
Mobility
YELLOW
BACKGROUN
WHITE
BACKGROUN
YELLOW
BACKGROUN
WHITE/YELLOW BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: BASE OF TOWER
QUANTITY: 1
AdOWN
OF
0
\
`p
\Q\\�`\
IMMMEEMMOW
\\
t
11 Q
t&tR1000
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
GoodmanNetworks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
DEXTER
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
RT EXPOSURE CAUTION SIGNI N401
5
�,��
4 SCALE: N.T.S. E
°\\
'rhe Authorization for the Radio Equipment
At this facility is located at the Control Poing
AT&T Mobility
5601 Legacy Drive; MS A-3
Plana, TX 75024
(469)229-7517 office/ (469)229-7295 iX
WHITE BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: SHELTER DOOR
QUANTITY: 1 PER CABINET
\�\\\ CONSULTING ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
WHITE REVISION
BACKGROUND NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
SITE SIGNAGE
DETAILS
SHEET NUMBER:
� 'J
,CKGROUN
RED
Hazard Ratings: TEXT
Nine o'clock -Health p%�
Twelve o'clock-FlammabilityNvo,, \ � \\ Lw\\\11011\ \� %
Three oclock -Instability\\gip \ .�� \ \\ 1
Six o'clock - Special
Signs must be of durable material with red lettering on a white background.
REFERENCES: Letters shall not be less than 3 inches (76.2 mm) in height and 1/2 inch (12.7 mm) in stroke.
NEPA 704 Signs shall not be obscured or removed and shall be in English as a primary language
UFC 7901.9 Combustible Sign may also be white letters on red background.
IFC 2703.5
MOUNTING LOCATION: FUEL STORAGE TANK/ GENERATOR
QUANTITY: 1
HAZARDOUS MATERIALS
3SCALE: N.T.S.
WHITE
TEXT
12"
AT&T Mobility operates telecommunications antennas at this location.
Remain at least 3 feet away from any antenna and obey all posted
signs.
Contact the owner(s) of the antenna(s) before working
closer then 3 feet from the antenna(s)
Contact AT&T Mobility at (800)-832-6652 prior to performing any
maintenance or repairs near AT&T Mobility antennas
This is Site #
Contact the management office if this door/hatch/gate is found
unlocked.
..:::
En esta propiedad se ubican antenas de telecommunicaciones
operaadas par AT&T Mobility. Favor mantener una disiancia de no
menos de 3 pies y obedecar todos las avisos.
Comuniquese can el propietaria o las propiatarios de las antes de
trabajar o caminar de menos de 3 pies de la antena
Comuni uese can AT&T Mobility 800 832-6652 antes d r aliza
q y( ) to e e r
cualquier mantenimiento a reparaciones cera de las antenas de
AT&T Mobility.
Esta es la estacion base numero
Favor comunicarse can la oficina de la administracion del
adificio si esta puerta o compuerta se encuentra sin canado
AT&T
Sign #1 Mobility
BLACK TEXT
WHITE
BACKGROUND
BLACK
TEXT
WHITE/GREEN BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
� RF EXPOSURE INFORMATION SIGN
SCALE: N.T.S.
BLACKON, 11001WOMEN R Es\00001", IRM011op
lk
aEH7�, N ID
RESPASSING
d
REOK
BFlCK(
BACKGROUND BLACK
\\\�\ RED TEXT
,\o\� BACKGROUND
WHITE/GREEN BACKGROUND, BLACK/WHITE LETTERING
MOUNTING LOCATION: ALL 4 SIDES OF FENCE (IF AT&T OWNED SITE)
MOUNTING LOCATION: GATE (IF OWNED BY OTHERS)
QUANTITY: 1
DANGER TRESPASSING SIGN
2 SCALE: N.T.S.
On this tower:
Radio frequency fields near some
q Y
antennas may exceed FCC rules
for human exposure.
Personnel climbing this tower should be
trained for working in radio frequency
environments and use a personal RF
monitor if working near active antennas.
Ref: FCC 47cfr 1.137(b) AT&T
Mobility
YELLOW
BACKGROUN
WHITE
BACKGROUN
YELLOW
BACKGROUN
WHITE/YELLOW BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: BASE OF TOWER
QUANTITY: 1
AdOWN
OF
0
\
`p
\Q\\�`\
IMMMEEMMOW
\\
t
11 Q
t&tR1000
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
GoodmanNetworks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
DEXTER
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
RT EXPOSURE CAUTION SIGNI N401
5
�,��
4 SCALE: N.T.S. E
°\\
'rhe Authorization for the Radio Equipment
At this facility is located at the Control Poing
AT&T Mobility
5601 Legacy Drive; MS A-3
Plana, TX 75024
(469)229-7517 office/ (469)229-7295 iX
WHITE BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: SHELTER DOOR
QUANTITY: 1 PER CABINET
\�\\\ CONSULTING ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
WHITE REVISION
BACKGROUND NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
SITE SIGNAGE
DETAILS
SHEET NUMBER:
� 'J
AT&T SIGNAGE NOTES:
1. FOR BUILDINGS OWNED BY AT&T MOBILITY ALL THE FOLLOWING STANDARDS APPLY.
FOR AT&T MOBILITY LEASED SPACE OR, CO—LOCATED FACILITIES, THE ONLY SIGNAGE
REQUIREMENTS ARE FOR POINTS OF ENTRY INTO OUR INTERIOR OR EXTERIOR LEASED
SPACE. HAZMAT AND RF WARNING SIGN REQUIREMENTS WOULD BE APPLIED AS
APPROPRIATE ENTRY POINTS TO AREAS IN THE COLLOCATION WHERE OUR EQUIPMENT IS
HOUSED.
2. EXCESSIVE EXTERIOR SIGNAGE ON BUILDINGS CONTAINING NETWORK EQUIPMENT IS
PROHIBITED (EXAMPLES INCLUDE, MARQUIS SIGNS, LIGHTED SIGNS OR LARGE
PLACARDS). DUE TO THE CRITICAL ELEMENTS HOUSED IN THESE FACILITIES IT IS IN
THE BEST INTEREST OF AT&T MOBILITY TO LIMIT UNNECESSARY EXPOSURE TO OUR
CRITICAL OPERATING CENTERS. ALTHOUGH THERE SHOULD BE BASIC SIGNAGE ON
EXTERIOR BUILDING DOORS AND FENCE AND GATE ACCESS POINTS, IT IS NOT
PERMITTED TO USE 'ADVERTISING' TYPE SIGNAGE ON THESE BUILDINGS.
3. GLASS MAIN ENTRY DOORS MAY BE 'BRANDED' WITH AT&T MOBILITY LOGO PROVIDING
THIS IS NOT A LIGHTED/ 'MARQUIS' SIGN. IN CERTAIN CASES WHERE A SITE IS
UNMANNED, EXTERIOR DOOR SIGNS MAY BE OMITTED TO PREVENT DRAWING UNDUE
ATTENTION TO THE SITE. FOR THESE TYPES OF SITES, THE MARKET MAY ELECT TO
HARDEN SECURITY I A MORE INVISIBLE MANNER. IT IS THE RESPONSIBILITY OF THE
MARKET TO MAKE PRUDENT DECISIONS FOR UNMANNED CORE SITES ON A CASE BY
CASE BASIS.
4. BATTERY PLANTS AND FIXED GENERATOR SYSTEMS LOCATED AT A CORE BUILDING WILL
CONTAIN DIESEL AND BATTERY ACID AT A LEVEL THAT WOULD TRIGGER HAZMAT SIGNAGE
REQUIREMENTS AS DESCRIBED.
5. PLEASE REFER TO RF EXPOSURE SIGNAGE SECTION CONTAINED IN THIS DOCUMENT, AS
SOME CORE BUILDINGS MAY TRIGGER CERTAIN SIGNAGE REQUIREMENTS FOR RF
EXPOSURE.
6. VENDOR AND PRICING (SECURITY SIGNS)
AT&T SIGNAGE NOTES (CONT.):
12. REGIONS/MARKETS ARE TO ORDER THE REQUIRED RF EXPOSURE SIGNS FROM THE
VENDOR SPECIFIED BELOW. THIS COMPANY HAS THE LATEST AT&T MOBILITY SIGNS
READY TO ORDER.
EXCEL SIGN & DECAL
1509 N. MILPITAS BLVD.
MILPITAS, CA 95035
WWW.EXCELTEAM.NET
408-942-8881 —ATTN: GRFr,
13. IF THE SITE IS EQUIPPED WITH ENTRY DOOR OR GATE SIGN ASSURE THAT CONTACT #
FOR MNRC OF 1-800-638-2822 IS PRESENT. UPDATE CONTACT NUMBER AS NEEDED
TO ASSURE APPROPRIATE NUMBER IS PRESENT. IT IS ACCEPTABLE TO USE VINYL TAPE
AND PERMANENT MARKER TO COVER OVER OVER OUTDATED NUMBERS WITH NEW
NUMBER.
14. IF THE SIGN REFLECTS ANY PAST OWNER (OTHER THEN AT&T), ORDER A REPLACEMENT
SIGN. IF THE SITE IS OWNED BY AT&T AND THE REQUIRED DOOR OR GATE SIGN IS
MISSING, REPLACEMENT SIGNS MUST BE OBTAINED AND POSTED.
SERVICE SELECT INC.
BETH OLMSTEAD
BETH@SERVICESELECTINC.COM
215-788-3898
GATE SIGN — $16 PER
DOOR SIGN — $3.50 PER
FENCE/ NO TRESPASSING — EST. $12.50 PER
AUTHORIZED PERSONNEL ONLY — EST. $12.50 PER
NOTE: SERVICE SELECT INC. IS THE ONLY SIGN COMPANY
AUTHORIZED TO PRINT GATE
SIGNS AND DOOR SIGNS WITH THE AT&T NAME AND
LOGO.
7. NO TRESPASSING SIGNS AND AUTHORIZED PERSONNEL
ONLY SIGNS CAN BE PURCHASED
FROM A LOCAL HARDWARE STORE.
8. FUEL STORAGE TANKS ARE REQUIRED TO BE MARKED
SO THAT THE CONTENTS AND
FIRE HAZARDS ARE IDENTIFIED. THE CURRENT LABELS
AND PLACARDS FOR
ABOVEGROUND TANKS INCLUDE THE FOLLOWING:
-PRODUCT LABEL (GASOLINE, DIESEL FUEL)
-COMBUSTIBLE LABEL FOR DIESEL FUEL
-FLAMMABLE LABEL FOR GASOLINE
-NEPA 704 HAZARD ID SYSTEM — 15" DIAMOND PLACARD LABEL (AS REQUIRED BY
LOCAL JURISDICTION)
-NO SMOKING LABEL
-STORAGE TANK CAPACITY LABEL (OPTIONAL)
9. REGIONS/ MARKETS ARE GIVEN THE ABILITY TO CHOOSE WHERE THE SIGNS AND VINYL
NUMBER DECALS WILL BE ORDERED. NO VENDOR OR PRICING HAS BEEN ESTABLISHED
ON A NATIONAL LEVEL.
10. FOR AT&T—OWNED CELL TOWERS AND OTHER—OWNED TOWERS WHERE AT&T MOBILITY
IS PERMITTED TO POST RF SAFETY SIGNAGE. TYPICAL RF EXPOSURE SIGNAGE CONSISTS
OF SIGNS REQUIRED TO BE INSTALLED AT ACCESSES TO EACH CLIMBING LADDER AT
THE TOWER. " INFORMATION" SIGNS ARE NO LONGER PERMITTED TO BE INSTALLED ON
EQUIPMENT CABINETS OR BUILDINGS.
11. SIGNS ME BE SECURED TO TOWERS USING METAL BANDS, ADHESIVE OR SPECIALLY
FABRICATED MOUNTING FRAMES. UNDER NO CIRCUMSTANCES ARE HOLES TO BE DRILLED
IN , OR BRACKETS WELDED, TO THE TOWER STRUCTURE UNLESS SPECIFICALLY
INSTRUCTED OTHERWISE.
1 SITE SIGNAGE NOTES
SCALE: N.T.S.
';.a
ffiffil
at&t
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
Good man Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
,ice
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
PSE of rF%00 ��
ANTHONY L. HUEBEL
op ..........................:....
o p1021260;
.... moo
L
E
' •CONSULTINGENGINEERS, .INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11 /14/13
SHEET TITLE:
SITE SIGNAGE
NOTES
NUMBER:SHEET
ELECTRICAL KEYED NOTES:
O PROVIDE 2" CONDUIT WITH 2#2 AWG AND 1#6 AWG, CU TYPE
THHN/THWN-2 FROM METER. SECURE CONDUIT TO GARAGE
CEILING/BEAM.
O PROVIDE 2" CONDUIT WITH PULL STRING FOR TELCO SERVICE.
COORDINATE WITH CM FOR DEMARC LOCATION. SECURE CONDUIT TO
GARAGE CEILING/BEAM.
3\ PROVIDE 1" CONDUIT WITH 1/0 AWG GROUNDING ELECTODE
CONDUCTOR. BOND 10' GROUNDING ELECTRODE CONDUCTOR.
® PROVIDE 1" CONDUIT (RMC) WITH 6#10 AWG AND 1#10 AWG
GROUND CU TYPE THHN/THWN-2 FOR RECTIFIERS 3-5.
O PROVIDE 1" CONDUIT (RMC) WITH 4#10 AWG AND 1#10 AWG
GROUND CU TYPE THHN/THWN-2 FOR RECTIFIERS 1-2.
O PROVIDE 3/4" CONDUIT (RMC) WITH 4#12 AND 2#12 GROUND FOR
HEATER AND GFI.
O PROVIDE 2" CONDUIT WITH TRANSFORMER PRIMARY CIRCUIT.
\ PROVIDE 2" CONDUIT WITH 3-3/0 AWG AND 1#6 GROUND, CU
TYPE THHN/THWN-2 TO PPC.
\ PROVIDE 2#6AWG AND 1#10 AWG GROUND FOR EACH PURCELL
PDU. SECURE CONDUIT TO GARAGE CEILING
10 PROVIDE (2) 6 CONDUCTOR DC CABLE BUNDLES BETWEEN RAYCAP
DC UNIT IN POWER PLANT AND FC12 ON 5TH LEVEL. INSTALL
EXPOSED SECTION AT GROUND LEVEL EQUIPMENT IN CONDUIT
SECURED TO CEILING.
11 PROVIDE A 24 PAIR PRE-CONNECTORIZED FIBER TRUNK FIBER
SPLICE SHELF IN THE PURCELL CABINET TO THE FC12 ON THE 5TH
LEVEL.
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO
TRENCHING.
2. CONTRACTOR SHALL INSTALL CONDUIT PER CSU SPECS AND
DESIGN.
3. METER PEDESTAL WILL BE LOCATED WITHIN 10' OF TRANSFORMER
AND WITHIN EASEMENT BOUNDARIES.
4. CSU WILL FURNISH AND INSTALL WIRE FROM TRANSFORMER TO
METER PEDESTAL.
PROPOSED WOOD
FENCE TO MATCH
VERIZON'S FENCE
PROPOSED AT&T
12'-6"X25' LEASE AREA
PROPOSED LTE
PURCELL CABINET -
PROPOSED UMTS
PURCELL CABINET-
.... ......
PROPOSED AT&T 4'X6'
EQUIPMENT PLATFORM
ANDREW MODEL NO.
EQ-P6CO406-AL
i
.............. - — ------
. .. ..........................
FUTURE PURCELL
CABINET
F F F F
mi
4 5 6
C
E-
E
Fa
Ila
T T T
DC DC DC DC
11
E E
T T T
mm
�dO.....................`
at&t
a`�•,`•-
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
SITE NAME:
i~
DEXTER
2
SITE NUMBER:
1 W
HX3572
E E E- E
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
FUTURE PURCELL
CABINET
F F F F
mi
4 5 6
C
E-
E
Fa
Ila
T T T
DC DC DC DC
11
E E
T T T
mm
�dO.....................`
at&t
a`�•,`•-
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
SITE NAME:
i~
DEXTER
2
SITE NUMBER:
1 W
HX3572
E E E- E
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
L
T T T T -
PROPOSED AT&T UTILITY
H -FRAME W/ DISCONNECT, PPC
CABINET, AND CIENA 3911
F F F F F F F F F
DC DC DC DC DC DC
PROPOSED AT&T CABLE TRAY
ATTACHED TO EXISTING CEILING
OF PARKING GARAGE
PROPOSED 6'
ACCESS GATE
11/15/2013
i
...............Y ...�.Vf./
ANTHONY L. HUEBEL
o,102126
ONAL
\\\\\
0
L I h E L
.o000' 0
'04'
CONSULTING ENGINEERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO DESCRIPTION BY DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER RFDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
EXISTING WOODEN FENCE (VERIZON) ELECTRICAL
AND
ELECTRICAL /TELCO SITE PLAN TELCO PLAN
TRUE FULL SIZE PLOT SCALE: 1/2" = 1'-0"
HALF SIZE PLOT SCALE: 1/4" = 1'-0" SHEET NUMBER:
NORTH El ■ O
0 2' 4'
37.5 KVA 480V PRIMARY
120/240 SECONDARY
TRANSFORMER
100A MAINTENANCE
DISCONNECT AT
EQUIPMENT PLATFORM
2#2 AWG + 1#6 AWG GND,
CU TYPE THHN/THWN-2, IN
2" PVC BELOW GRADE AND
RGS ABOVE
100A SERVICE DISCONNECTING
MEANS INSTALLED ON GROUND
LEVEL NEXT TO METER
100A DISCONNECT. CUSTOMER
FURNISHED FOR UTILITY USE
480V, 3�, UTILITY
SERVICE —�
4#2 AWG. UTILITY SERVICE
LATERAL/DROP.
COORDINATE WITH PROVIDER -
AT&T SERVICE METER (BY
UTILITY COMPANY)
METER SOCKET (BY
CONTRACTOR)
\
#2 AWG FROM ANTENNA
PIPE TO GROUND BAR
c�
0
0
'\—INSTALL A NEW 12" AGB, FOR
.* EACH SECTOR, NEAR ANTENNA
MOUNTS (TOTAL OF 3)
/
,IN, .1 TYPICAL ANTENNA GROUNDING PLAN
®IFI FULL SIZE PLOT SCALE: 1/2" = 1'-0"
TRUEE
NORTH HALF SIZE PLOT SCALE: 1/4" = 1'-0"
0 2' 4'
i
PROPOSED
TECH LIGHT
SEE 111.0 FOR
DNDUIT AND WIRE
3#3/0 AWG + 1 #6 GRD, CU
TYPE THHN/THWN-2, IN 2"
RGS CONDUIT
n �
N E o
L
2#10, 1"C
20A
15A
DRAWN BY:
TELCO CABINET GFCI
0
2#12,
20A
3/4 C
6
30A
DATE DRAWN:
DC POWER
PLANT
NEW 1" INNERDUCT WITH
FIBER TO BTS EQUIPMENT TELCO BOX AT
UTILITY H —FRAME TELCC
NEW 1-1/4" CONDUIT FOR
FIBER HAND—OFF
2 ONE -LINE DIAGRAM
SCALE: N.T.S.
rIfCJI LCV CL
GROUNDING NOTES:
1. ANTENNA GROUND BARS SHALL BE INSTALLED WITHOUT
INSULATOR (CHERRY) USING UL LISTED MOUNTING DEVICES.
2. POLISH GALVANIZED SURFACES WITH A STEEL BRUSH FOR ALL
CONNECTING SURFACES.
ABB
AGB
G
MGB
GROUNDmmm����
ANTENNA
GROUND
14A,STER GROUND
GROUNDING LEGEND:
SYMBOL DESCRIPTION
• EXOTHERMIC WELD
—
—G—G GROUND WIRE
• MECHANICAL CONNECTION
VOLT 120/240 1 PH 3W 142,000 AIC
PANEL A"BUMLOAMCB MCB 200ATING X FUSHCE
X NEMA 1
PPC AT AT&T EQUIPMENT NEMA 3R
ALL BREAKERS ARE 20A UNLESS OTHERWISE NOTED
NO WIRE & CONDUIT KVA DESCRIPTION ( OOA DESCRIPTION KVA WIRE & CONDUIT NO
1 2#10, #10G, 1"C 3.6 RECTIFIER 1 30 60 TVSS 2
3 4
5
2#10, 1"C
3.6
RECTIFIER 2 30
DRAWN BY:
TELCO CABINET GFCI
.18
2#12,
#12G,
3/4 C
6
7
DATE DRAWN:
10/16/13
REVISION
15
TECH LIGHT
.5
2#12,
#12G,
3/4"C
8
�1
9 2#10, #10G, 1"C 3.6 RECTIFIER 3 30
11
13 2#10, 1 "C 3.6 RECTIFIER 4 30
15
17 2#10, 1"C 3.6 RECTIFIER 5 30
19
21 2#12, #12G, 3/4"C 1.4 POWER CABINET HEATER
23 2#12, #12G, 3/4"C .18 POWER CABINET GFCI
CONNECTED LOAD: 20.26 kVA
DEMAND LOAD: 24.76 kVA
*:) PANEL SCHEDULE
v SCALE: N.T.S.
10
12
14
16
18
20
22
24
kiall 0 TI-3A=to]10
°
Ar
xov
ONN
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
SITE NAME:
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
/...oC$:•...•..••....••�a;•.•:..•.
ANTHONY L. HUEBEL
ro102126
IIAL
SHEET TITLE:
'ANTENNA GROUNDING,
AND
ONE -LINE
E2.0
1001\1
dd
vqq000h
\\\\g ......
\ CONSULTING ENGI'NE'ERS, INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
REVISION
NO
DESCRIPTION
BY
DATE
0
ISSUED FOR CONSTRUCTION
RS
10/22/13
1
REVISED PER RFDS
TH
10/31/13
2
REVISED PER COMMENTS
WS
11/14/13
SHEET TITLE:
'ANTENNA GROUNDING,
AND
ONE -LINE
E2.0
GENERAL NOTES
1. REFER TO GENERAL NOTES, SHEET N SHEETS FOR SITE COORDINATION
REQUIREMENTS
2. COORDINATE WITH CONSTRUCTION MANAGER TO OBTAIN CURRENT
APPLICABLE TOWER GROUNDING REQUIREMENTS FROM AT&T WIRELESS.
3. USE TINNED COPPER (SOLID) FOR EXTERIOR GROUNDING (TYPICALLY
#2 OR AS NOTED); USE STRANDED COPPER WIRE FOR GROUNDING
WHERE NOT EXPOSED AND NOT IN CONTACT WITH EARTH (SEE NOTE 4
BELOW)
4. BURY ALL BARE GROUND WIRES MIN. 18" BELOW GRADE OR 6" BELOW
FROST LINE WHICHEVER IS GREATER. LOCATE NO CLOSER THAN 2'
FROM FENCE OR 24" FROM FOUNDATIONS. SLEEVE ALL FOUNDATIONS.
CADWELD AND TEST CONDUCTIVITY OF ALL GROUND TIE POINTS.
5. TO MINIMIZE LIGHTNING DAMAGE, NO SHARP BENDS PERMITTED IN ANY
WIRING, INCLUDING GROUNDING.
6. GROUND RODS TO BE COPPER CLAD STEEL 5/8" DIAMETER X 10'-0"
LONG WITH TOPS BURIED 18" MINIMUM BELOW FINISHED GRADE,
CADWELD TO GROUND RING RODS SHALL BE SPACED 10' TO 15' ON
CENTER
ALONG THE GROUND RING.
7. PRIME AND EPDXY PAINT ALL EXPOSED CONDUIT TO MATCH EXTERIOR
OF EQUIPMENT BUILDING.
8. ELECTRICAL CONTRACTOR SHALL CONNECT EXTERIOR GROUNDING WIRE
TO GROUND RING INSIDE EQUIPMENT SHELTER. TOWER CONTRACTOR
SHALL MAKE ALL ABOVE GROUND CONNECTIONS TO TOWER BUSS BARS
AND WAVEGUIDE BRIDGES AT THE TIME OF CONNECTION TO THE
TOWER. ONE CONNECTION TO THE TOWER BASE SHALL BE A
MECHANICAL TYPE. ALL OTHERS SHALL BE CAD WELDED, SEE NOTE 10
BELOW.
9. CIVIL CONSTRUCTION CONTRACTOR SHALL BURY ALL GROUND RINGS
AND CADWELD PIGTALS FOR ALL ABOVE GROUND CONNECTIONS AT THE
TIME OF GROUND RING INSTALLATION. PROTECT AND SUPPORT ALL
WIRING SUCH THAT IT WILL NOT VIBRATE/RUB AGAINST OTHER
METALLIC OBJECTS AND SUCH THAT THERE ARE NO SHARP BENDS
(NOMINAL RADIUS 8" MIN.)
10. CADEWELD ALL CONNECTIONS WHERE POSSIBLE AT TOWER OR
LOCATION OF MULTIPLE CADWELD CONNECTIONS, IT MAY BE
PERMISSIBLE TO MECHANICALLY BOLT A BUSS BAR TO GROUND OR TO
SUPPORT STRUCTURE.
11. THE RESISTANCE BETWEEN ANY POINT ON THE GROUND SYSTEMAND
REFERENCE GROUND SHOULD BE 5 OHMS OR LESS. NOTIFY
CONSTRUCTION MANAGER IMMEDIATELY IF THIS IS NOT POSSIBLE DUE
TO SOLID CONDITIONS FOR ALTERNATIVES.
12. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD #2
CONDUCTOR AT 6 INCHES ABOVE GRADE OR FOUNDATION, WHICHEVER
IS HIGHER. COLD—GALV AFTER. EXOTHERMICALLY WELD OTHER END TO
GROUND.
13. GROUND CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE
ENCASED IN 3/4" PVC CONDUIT TO GRADE. MOUNT PVC WITH
GALVANIZED "C" CLAMPS. SEAL TOP ENDS.
14. FOLLOWING COMPLETION OF WORK, CONDUCT GROUND TEST. SUBMIT
WRITTEN TEST TO CONSTRUCTION MANAGER AND PROJECT MANAGER.
15.
ALL GROUNDING SHALL L B
EI
N
ACCORDANCE DA
NC
E W
ITH
ATB
T,
S
GROUNDING
DIN
G
AND BONDING STANDARDS FOR CELL SITES. ALL TESTING SHALL BE
CONDUCTED PER AT&T STANDARDS AND COMPLY WITH ALL STATE AND
LOCAL CODES, AND THE NATIONAL ELECTRICAL CODE (NEC).
16. GROUND RODS SHALL NEVER BE SPACED HORIZONTALLY CLOSER THAN
TWICE THE GROUND ROD LENGTH.
17. UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS SHALL BE
MADE BY AN EXOTHERMIC WELD.
18. NOTIFY THE CONSTRUCTION MANAGER 24 HOURS IN ADVANCE WHEN
THE BURIED GROUND RING IS INSTALLED SO THAT A REPRESENTATIVE
CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL.
GROUNDING LEGEND:
SYMBOL DESCRIPTION
• EXOTHERMIC WELD
— --G—G— GROUND WIRE
m MECHANICAL CONNECTION
GROUNDING KEYED NOTES•
O PROVIDE TINNED COPPER GROUND BARS MOUNTED
DIRECTLY WITH NO INSULATORS.
PROPOSED WOOD
FENCE TO MATCH
VERIZON'S FENCE
PROPOSED AT&T
12'-6"X25' LEASE AREA
.4F AW(` F-Q(nn
#2 AWG FROM GROUND BAR ON
H—
FRAME TO MGB. ROUTE EACH
IN 3/4" PVC CONDUITS SECURED
TO CEILING
PROPOSED LTE
PURCELL CABINET—
PROPOSED UMTS
PURCELL CABINET —
... .
u
c
a
G
PROPOSED AT&T 4'X6'
I" CONDUIT WITH 1/0 AWG
FROM PROPOSED GROUND
BAR TO NEW 10'
GROUNDIN(. FI Fr,TRnnl=
FUTURE PURCELL
CABINET
PROPOSED AT&T UTILITY
H—FRAME W/ DISCONNECT, PPC
CABINET, AND CIENA 3911
PROPOSED AT&T CABLE TRAY
ATTACHED TO EXISTING CEILING
OF PARKING GARAGE
EXISTING WOODEN FENCE (VERIZON)
1
AT&T COMPOUND GROUNDING PLAN
FULL SIZE PLOT S( -ALE: 1 '
/4" = 1-0"
TRUE HALF SIZE PLOT SCALE: 1/8"
NORTH
0 2' 4' 8)
PROPOSED 6'
ACCESS GATE
#2 AWG BONDED TO
BUILDING STEEL----,,
#2 AWG BTCW TO
GROUNDING ELECTRODE
BELOW VERTICAL COAX RUN
AT BUILDING CORNER
10' X 5/8" COPPER
GROUNDING ELECTRODE
�G_
fidm�� WE
\a
AWIR
00.at,,,t
. .....
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
Good ma n Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
1114194:1
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013``,
�E OF r 0
�An
ANTHONY L. HUEBEL /
1 ...............................
1-01% 102126 r
\ L vc\\\\\\
CONSULTING EN�G�I�NEE'R�S, ..INC.
19315 FM 2252, STE. 301 PH: (210) 542-5911
"! GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
ISI'' APPROVED BY:
TH
DATE DRAWN:
10/16/13
REVISION
NO
DESCRIPTION
BY
DATE
0
ISSUED FOR CONSTRUCTION
RS
10/22/13
1
REVISED PER RFDS
TH
10/31/13
2
REVISED PER COMMENTS
WS
11/14/13
SHEET TITLE:
SHEET NUMBER:
E2.1
.� GROUNDING SCHEMATIC
SCALE: N.T.S.
#2 AWG SOLID TINNED COPPER
CONDUCTOR TO COLLECTION
GROUND BAR TO GROUND RING
(WHERE INSULATORS USED) -
4"x24"x 1 /4" TINNED
COPPER GROUND BAR
(HARGER OR APPROVED
EQUIVALENT)
2 GROUND BAR DETAIL
COPPER BONDING CONDUCTORS TO
CABLES AND EQUIPMENT. SEE
GROUNDING PLANS FOR DETAILS
3/8" BOLT AND
HARDWARE (TYP.),
CHERRY
INSULATOR NOT USED
WHEN DIRECT ATTACHMENT TO
TOWER R S
TE
EL
IS
REQUIRED
Q ED
WALL—MOUNT BRACKET
OR ANGLE ADAPTER (AS
REQUIRED)
CLEAR HEAT SHRINK TUBING
#6 GREEN INSULATED
BONDING JUMPER
PRIMARY GROUND
BAR/ METAL
ENCLOSURE
2 HOLE LUG
3/8"-20 HEX BOLT
3/8"—FLAT WASHER
3/8" EXT. TOOTH
LOCKWASHER
3/8"-20 HEX NUT
INSTALLATION NOTES:
1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS.
2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG
CONTACT,
3. APPLY ANTI—OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE
CLEAN EXCESS COMPOUND.
4. USE SOLID COPPER WIRE AND MECHANICAL 2—HOLE LUG FOR ALL EXTERIOR
GROUNDING.
3
MECHANICAL GROUND CONNECTION
SCALE: N.T.S.
QUIPMENT
CONDUCTOR
100A SERVICE
DISCONNECTING MEANS
(CUSTOMER OWNED)
)ING ELECTRODE
TYPE GL
4 TYPICAL CADWELD CONNECTIONS
SCALE: N.T.S.
mm
at&t.WN
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
%aoodman Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2==:`"`\\
�E OF00
r \ 1
* i.
••�JYs•••••••••••••••u;'i••••••••
ANTHONY L. HUEBEL
....: ..................... *Q
010,
off; s,102126�; �,�,
11\%%% L
Amm
,mv , CONSULTING ..
\ U EN�G�INE,E�RS, IN.C.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY:
RS
APPROVED BY:
TH
DATE DRAWN:
10/16/13
REVISION
NO
DESCRIPTION
BY
DATE
0
ISSUED FOR CONSTRUCTION
RS
10/22/13
1
REVISED PER RFDS
TH
10/31/13
2
REVISED PER COMMENTS
WS
11/14/13
SHEET TITLE:
ELECTRICAL
DETAILS
SHEET NUMBER:
E3.0
GRADE
GROUND RING 2 AWG
BCW SOLID, TINNED
GROUND ROD
COPPER CLAD STEEL ROD
5/8"0 X 8' LONG MIN.
5/8"0 X10' LONG TYPICAL
NOTE:
1. DEPTH SHALL BE MIN. 18" OR 6" BELOW THE FROST LINE, WHICHEVER IS GREATER
2. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM
THE VERTICAL
.� TYPICAL GROUND ROD DETAIL
SCALE: N.T.S.
#6 AWC
ANTENN
L SCALE: N.T.S.
AWG GREEN #6 AW
JLATED FROM ANTEN
ENNA MOUNT
NOTE:
CONTRACTOR TO UTILIZE ANTI—OXIDATION COMPOUND (THOMAS & BETTS) ON ALL LUG
CONNECTIONS.
A TYPICAL UPPER GROUND BAR_ -DETAIL
NOTE:
CONTRACTOR TO UTILIZE ANTI—OXIDATION COMPOUND (THOMAS & BETTS) ON ALL LUG
CONNECTIONS.
TYPICAL MIDDLE GROU-ND BAR DETAIL (IF REQ'D)
30"
1 3/4" 3/4"
d-
7/16"O X 5/8"
1
CHERRY INSULATOR
3) `42
NOTES:
1 TINNED COPPER GROUND BUSS BAR, 1 /4"x4"x30", WITH NON -INSULATED MOUNTINGIIT
OR EQUIVALENT.
2 GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS
REQUIRED PLUS PROVIDE 50% SPARE CAPACITY
3 APPLY CONDUCTIVE LUBRICANT (NO—OX COMPOUND OR APPROVED EQUIVALENT) TO
EXPOSED AREA OF GROUND BAR.
TYPICAL MASTER GROUND BAR DETAIL
W SCALE: N.T.S.
#6 AWG FROM
ANTENNA COAX
3/4" PVC FLEX CONDUIT (TYP.)
NOTE:
CONTRACTOR TO UTILIZE ANTI—OXIDATION COMPOUND (THOMAS & BETTS) ON ALL LUG
CONNECTIONS.
SCALE: N.T.S.
10000
at.&t...............
AT&T MOBILITY
1801 VALLEY VIEW LANE
FARMERS BRANCH, TX 75234
CONSULTANT:
%jood man Networks
6400 INTERNATIONAL PARKWAY
SUITE 1000
PLANO, TX 75093
Tel: (972) 406.9692
SITE NAME:
FBI A AN" _0
SITE NUMBER:
HX3572
SITE ADDRESS:
301 GEORGE BUSH DRIVE
COLLEGE STATION, TX 77840
BRAZOS COUNTY
11/15/2013
�.S• ;ova •. o R.
� �� `,J� �•� Com'•
%... ......... 0....V...Lt /
/ ANTHONY L. HUEBEL /
102126 �00
oma' ..F� / STER`:�
ONAL
:.::.:.::.::
_%babbb- %xv
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\ 120 \ 11
CO�NS�ULTING. ENGINEERS, �.I�N.C.
19315 FM 2252, STE. 301 PH: (210) 542-5911
GARDEN RIDGE, TX 78266 F-13646
DRAWN BY: RS
APPROVED BY: TH
DATE DRAWN: 10/16/13
REVISION
NO I DESCRIPTION BY I DATE
0 ISSUED FOR CONSTRUCTION RS 10/22/13
1 REVISED PER REDS TH 10/31/13
2 REVISED PER COMMENTS WS 11/14/13
SHEET TITLE:
GROUNDING
DETAILS
i�,HEET NUMBER:
E4mO
DIVISION 16 ELECTRICAL SPECIFICATIONS
16000 SCOPE OF WORK: 16002 SPECIAL CONDITIONS FOR ELECTRICAL_ WORK 16700 EQUIPMENT CONNECTIONSIN
(CONT):
1. THE REQUIREMENTS PRESENTED IN THESE SPECIFICATIONS PERTAINS TO 1. PROVIDE ELECTRICAL POWER AND LIGHTING CONNECTIONS FOR ALL EQUIPMENT o�
OWER RACEWAY SYSTEM FOR ON THE PROJECT WHETHER FURNISHED BY THIS CONTRACTOR OR OTHERS.
INSTALLATION OF A COMPLETELY NEW P ACEWA
ELECTRICAL IN at&t
15. IN ADDITION TO THE ABOVE REQUIRED RECORD DRAWINGS, THE CONTRACTOR
THE AT&T WIRELESS INSTALLATION TO THE EXTENT REQUIRED BY THESE LL FURNISH TO AT&T WIRELESS AT THE COMPLETION OF THE WORK THE 2. CAREFULLY RESEARCH THE DOCUMENTS AND CONSULT WITH OTHERS TO
SHA DETERMINE THE REQUIREMENTS FOR CONNECTIONS. \
CONTRACT DOCUMENT. IN GENERAL, THE ELECTRICAL CONTRACTOR (HEREAFTERATIONS AND
FOLLOWING DOCUMENTS: TEST REPORTS, WARRANTIES, OPER
ALTERNATELY REFERRED TO AS 'CONTRACTOR') SHALL PROVIDE OR RESTORE MAINTENANCE MANUALS AND INFORMATION:
THE FOLLOWING EXISTING SYSTEMS: A. A CERTIFICATE OF GUARANTEE/WARRANTY SHOWING THE DATES OF 16900 SPECIAL MODULAR CELL INSTALLATION GROUNDING
A. CONDUIT AND RACEWAYS FOR ALL DEVICES, EQUIPMENT, GROUND BEGINNING AND ENDING OF THE WARRANTYINTEGRITY AND IMPEDANCE TESTING: AT&T M 0 BI LITY
BUSSES AND GROUND RODS INDICATED ON THE ELECTRICAL PLANS. B. DOCUMENTS PERTINENT TO THE GUARANTEES AND WARRANTIES OF
B. CONTRACTOR SHALL RUN FEEDERS SHOWN TO SUPPLY POWER TO ALL MANUFACTURERS. 1801 VALLEY VIEW LANE
EQUIPMENT INDICATED PRIOR TO BID. CONTRACTOR SHALL DETERMINE C. WRITTEN INSTALLATION INSTRUCTIONS FOR EQUIPMENT INSTALLED ON 1. CONTRACTOR SHALL PRESENT MEASUREMENTS SHOWING CERTIFIED THIRD PARTY FARMERS BRANCH, TX 75234
ANY ADDITIONAL POWER OR GROUNDING WHICH MAY BE REQUIRED THE PROJECT. GROUND IMPEDANCE TESTING AS REQUIRED BY THE CONTRACT DOCUMENTATION.
DEPENDING ON EQUIPMENT SPECIFIC TO THIS SITE AND BUILDING D. THREE SETS OF CUT SHEETS FOR EACH PIECE OF EQUIPMENT TESTING PER ANSI/IEEE STD 81-1983, IEEE GUIDE FOR MEASURING EARTH
ENCLOSURE. INSTALLED FOR ELECTRICAL SYSTEMS. RESISTIVELY SHALL BE AS APPROVED BY AT&T WIRELESS CONSTRUCTION CONSULTANT:
2. CONTRACTOR(S) WISHING TO BID THIS WORK SHALL BE ABLE TO DEMONSTRATE E. CERTIFIED RESISTANCE MEASUREMENT DATA AND DRAWINGS USED MANAGEMENT.
A MINIMUM OF 5 YEARS PREVIOUS EXPERIENCE WITH THIS TYPE OF PROJECT DURING CONSTRUCTION. 2. THIS INSTALLATION SHALL BE GROUNDED WITH AN INTEGRATED (MULTI -POINT)
AND SHALL, IF REQUESTED, SUPPLY DOCUMENTATION TO SUPPORT THIS 16. ALL MATERIALS SHALL BE NEW AND OF DOMESTIC, OR IF APPROVED, NAFTA
GROUNDING SYSTEM.
REQUIREMENT OF QUALIFICATION. MANUFACTURE. ALL ITEMS OF THE SAME TYPE ON THE PROJECT SHALL BE OF
3. EACH QUALIFIED BIDDER SHALL OBTAIN ALL PROPER BID FORMS AND SHALL THE SAME MANUFACTURER. 3. SURGE PROTECTION SHALL BE AT&T WIRELESS APPROVED EQUIPMENT. IT SHALL
VISIT THE SITE TO DETERMINE ACTUAL EXISTING CONDITIONS PRIOR TO 17. PRODUCTS OF VARIOUS MATERIALS AND EQUIPMENT ARE SPECIFIED IN ORDER BE BONDED DI AGROUND BAR AT THE SERVICE ENTRANCE POINT THAT IS
CONNECTED DIRECTLY TO THE GROUNDING ELECTRODE SYSTEM.
PREPARING A BID. TO ESTABLISH A STANDARD OF QUALITY AND A BASIS OF DESIGN. OTHER
4. REVIEW EXISTING INSTALLATION AND FOLLOW AT&T WIRELESS CELL SITE
4. CONTRACTOR SHALL NOTE THAT IF THIS CURRENTLY HOSTS ONE OR MORES PROVIDED THEY
SIMILAR MATERIALS MAY BE ACCEPTABLE AS SUBSTITUTION GROUNDING AND LIGHTNING PROTECTION STANDARDS REPORT PERCEIVED
OTHER TENANTS WITH TELEPHONE AND/OR ELECTRICAL SERVICE, CONTRACTOR MEET THE SAME STANDARDS OF QUALITY AND DESIGN CRITERIA IN THE DIFFICULTIES WITH MEETING THIS CRITERIA WITH AT&T WIRELESS CONSTRUCTION
SHALL NOT CAUSE LOSS OF POWER, COMMUNICATION OR ANY REQUIRED OPINION OF THE ENGINEER ALTERNATE ITEMS SHALL BE SUBMITTED TO THE MANAGEMENT. OTHER REQUIRED STANDARDS SHALL BE: NFPA-780 STANDARD
SERVICES TO AT&T WIRELESS OR ANY OTHER SITE OCCUPANT IN ANY ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. THE DECISION OF THE FOR INSTALLATION OF LIGHTNING SYSTEMS AND POLYPHASER EQUIPMENT; AND,
MANNER WITHOUT EXPRESS WRITTEN DIRECTION BY AT&T WIRELESS ENGINEER REGARDING ACCEPTABILITY SHALL BE FINAL. THE CONTRACTOR SHALL � �� �'
'THE GROUNDS FOR LIGHTNING PROTECTION AND EMP PROTECTION", SECOND �•� o o d m a'• •'
Networks
CONSTRUCTION SUPERVISION. THE CONTRACTOR SHALL BE LIABLE FOR ANY LOSS BEAR ALL COSTS, INCLUDING THAT OF OTHER TRADES AND THE DESIGN TEAM, EDITION BY ROGER R. BLOCK.
OF REVENUE TO ANY SITE OCCUPANT BECAUSE OF ANY NONSCHEDULED ASSOCIATED WITH ACCOMMODATIONS FOR PERMITTED SUBSTITUTIONS. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE BONDING STRAPS, CAD WELDING
OUTAGES AS DETERMINED BY CONTRACT AGREEMENT WITH AT&T WIRELESS. AND HARDWARE FOR EACH SEPARATE PIECE OF THE EQUIPMENT MOUNTING 6400 INTERNATIONAL PARKWAY
PLATFORM TO ASSURE THAT ALL PIECES ARE ELECTRICALLY CONNECTED. SUCH SUITE 1000
16001 GENERAL: 16123 WIRE AND CABLE CONNECTIONS SHALL BE MADE AND TESTED TO DEMONSTRATE LOW ELECTRICAL PLANO TX 75093
1. IT IS THE INTENTION OF THESE SPECIFICATIONS AND THE RELATED PLANS TO RESISTANCE ACCEPTABLE TO AT&T WIRELESS BETWEEN ANY TWO POINTS ON
SHOW COMPLETE, PROPERLY FUNCTIONING SYSTEMS. ALL SYSTEMS, WIRING AND 1. ALL WIRE AND CABLE SHALL BE COPPER OF AT LEAST 989 CONDUCTIVITY. THE PLATFORM, MOUNTS OR STRUCTURE. Tel: (972) 406.9692
RACEWAYS SHALL BE INSTALLED PER NFPA-70 (APPLICABLE) AND AUTHORITY 2. ALL INSULATION SHALL BE TYPE THWN EXCEPT TYPE THW MAY BE USED FOR
HAVING JURISDICTION SIZES LARGER THAN #6 AWG.
3. NO WIRE SMALLER THAN #12 AWG MAY BE USED EXCEPT THAT CONTROL SITE NAME:
16002 SPECIAL CONDITIONS FOR ELECTRICAL WORK: CIRCUIT MAY BE #14.
4. A STRICT METHOD OF COLOR CODING SHALL BE MAINTAINED. UNLESS THE
AUTHORITY HAVING JURISDICTION HAS A DIFFERENT STANDARD, THE FOLLOWING
1. THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THESE PLANS, SHALL BE MAINTAINED: A PHASE: BLACK; B PHASE: RED; (AND WHERE USED,) DEXTER
SPECIFICATIONS, AND CONTRACTS ARE ISSUED FOR INFORMATION TO BE C PHASE: BLUE; NEUTRAL: WHITE; GROUND: GREEN; SWITCH LEG: BROWN:
COMPLIED BY THE ELECTRICAL CONTRACTOR AND ANY OR ALL SUBCONTRACTORS TRAVELERS: BROWN.
AND TRADES EMPLOYED ON THIS PROJECT BY THE ELECTRICAL CONTRACTOR, 5. WIRE CONNECTORS FOR #8 AND SMALLER MAY BE SPRING STEEL CONNECTORS. SITE NUMBER:
HEREAFTER REFERRED TO AS CONTRACTOR. SPLIT BOLT CONNECTORS WITH RUBBER AND VINYL TAPE SHALL BE USED FOR
2. THE TERM "CONTRACTOR" IN THIS SECTION REFERS TO THE CONTRACTOR WHOSE SIZES LARGER THAN #8. POWER DISTRIBUTION BLOCKS MAY BE USED FOR ANY 1 u 1X3572
WORK IS COVERED BY THIS ELECTRICAL SPECIFICATION. SIZE CONDUCTOR FOR WHICH IT IS LISTED.
3. ALL WORK SHALL BE DONE AND TESTED IN ACCORDANCE WITH THESE PLANS 6. UL LISTED WIRE PULLING LUBRICANT SHALL BE USED ON ALL RACEWAY
AND SPECIFICATIONS AND WITH LOCAL AND NATIONAL CODES. REPORT SITE ADDRESS:
SUPPOSED CONFLICTS WITH PLANS AND SPECIFICATIONS IMMEDIATELY TO THE INSTALLATIONS.
CONSTRUCTION SUPERINTENDENT WHO WILL ISSUE INSTRUCTIONS OR ADDENDA 301 GEORGE BUSH DRIVE
TO RESOLVE SUCH CONFLICT. IN NO CASE SHALL A CONTRACTOR BASE ITS 16130 RACEWAY SYSTEMS COLLEGE STATION, TX 77840
BID ON WORK THAT WILL NOT BE ACCEPTABLE TO CODE AND THESE
CONTRACT DOCUMENTS. NO CONSIDERATION SHALL BE GIVEN TO REQUESTS BRAZOS COUNTY
FOR EXTRA COMPENSATION TO BRING THE BASE WORK INTO CONFORMANCE 1. ALL WIRING ABOVE GRADE OR OTHERWISE EXPOSED SHALL BE IN METALLIC
WITH THESE DOCUMENTS. CONDUIT. TYPE MC CABLE OR FLEXIBLE CONDUIT MAY NOT BE USED UNLESS
4. ALL MATERIAL FOR WHICH THERE IS A CATEGORY FOR TESTING BY UL OR CSA SHOWN OR REQUIRED BY THESE SPECIFICATIONS EMT, GALVANIZED INTERMEDIATE
SHALL BE SO TESTED, LISTED AND LABELED. AND RIGID CONDUIT ARE ALL ACCEPTABLE WIRING MATERIALS FOR ABOVE
5. AS MENTIONED ABOVE, IT IS THE INTENT OF THESE DOCUMENTS TO PRODUCE A GRADE PROVIDED THEY ARE ACCEPTABLE TO LOCAL CODE ENFORCEMENT.
COMPLETE AND FINISHED ELECTRICAL SYSTEM TO THE EXTENT SHOWN IN THESE 2. ALL FITTINGS SHALL BE COMPRESSION TYPE OR SCREW TYPE AND MAY NOT BE _
CONTRACT DOCUMENTS. THE AT&T WIRELESS CONSTRUCTION MANAGER SHALL DIE CAST SET SCREW.
BE THE FINAL AUTHORITY FOR ACCEPTANCE OF THE WORK. THE CONTRACTOR IS 3. CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC WITH MATCHING FITTINGS
11/15/2013
SOLELY RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER` TRADES AND EXCEPT THAT ELBOWS AND VERTICAL CONDUITS IN CONTACT WITH EARTH WHICH
WITH HIS SUBCONTRACTORS AS NECESSARY TO PROVIDE A FINAL AND ARE LIKELY TO BE DAMAGED BY EXCESSIVE PULLING ROPE TENSION MAY BE
ELECTRICAL INSTALLATION. PLASTIC WRAPPED INTERMEDIATE OR RIGID GALVANIZED STEEL. �P�E 0� rF,ttt
COMPLETE ELE -� a••'� ��� .�S� i>,>.;,,`,
6. THE CONTRACTOR SHALL EMPLOY ONLY SKILLED, EXPERIENCED, AND WHEN 4. EXPOSED CONDUIT OUTDOORS ABOVE GRADE OR IN DAMP LOCATIONS SHALL BE ��y •` ,,t,
lid
REQUIRED, LICENSED SUB CONTRACTORS AND WORKERS. MATERIALS AND GALVANIZED RIGID STEEL OR INTERMEDIATE METALLIC CONDUIT. W
EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 5. ULTRAVIOLET PROTECTED PLASTIC COATED FLEXIBLE METAL CONDUIT MAY BE 0o ANTHONY L. HUEBEL
WRITTEN INSTRUCTIONS, IN ACCORDANCE WITH THE BEST TRADE PRACTICES AND USED WHERE INDICATED AND OTHERWISE FOR THE CONNECTION OF ROTATING 00
••••:•••••••••••••••••••••:••••00
IN A NEAT AND WORKMAN LIKE MANNER. WORK WHICH IN THE OPINION OF THE OR VIBRATING EQUIPMENT. SUCH EQUIPMENT LOCATED OUTDOORS OR IN DAMP I o : 102126a
CONSTRUCTION MANAGER DOES NOT CONFORM TO THE INTENT OF THESE PLANS LOCATIONS SHALL BE CONNECTED WITH LIQUID TIGHT FLEXIBLE METAL CONDUIT ��� o�'�.;,Oi STER'
G
ITTINS. 1 FS •••••••••• G\ �.
AND SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S USING LISTED Ftt�S/ONAL
EXPENSE. 6. MINIMUM COVER FOR OUTDOOR CONDUITS SHALL BE 36 INCHES. NOTE: UTILITY \���`��.
7. THE PLANS AND DETAILS ARE DIAGRAMMATIC IN NATURE. COORDINATE THE CONDUITS MAY HAVE A GREATER DEPTH REQUIREMENT.
LOCATION OF ITEMS NOT CLEARLY DIMENSIONED WITH THE CONSTRUCTION
SUPERINTENDENT. 16250 GROUNDING
8. SECURE ALL NECESSARY PERMITS, LICENSES AND INSPECTIONS AND PAY ALL
REQUIRED FEES, TESTS AND WAGE SCALES THAT MAY BE REQUIRED. THE 1. ALL EQUIPMENT AND SERVICE ENTRANCE GROUNDING SHALL BE PER NFPA-70
CONTRACTOR SHALL INCLUDE THE FINAL INSPECTION CERTIFICATE IN FINAL
DOCUMENTS. CURRENT EDITION AS ADOPTED BY LOCAL AUTHORITY HAVING JURISDICTION ON
9. THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING THE EXISTING SITE THIS PROJECT. PER ARTICLE 250 AS WELL AS OTHER APPLICABLE
CONDITIONS. HE SHALL VISIT THIS SITE (BY APPOINTMENT) AT ANY REASONABLE STANDARDS SUCH AS THE NATIONAL ELECTRICAL SAFETY CODE, NEPA 780
TIME. (LIGHTNING PROTECTION) AND AT&T WIRELESS STANDARDS ON EQUIPMENT
10. LOCATIONS OF UTILITY CONNECTIONS SHOWN ON THE SITE ARE APPROXIMATE GROUNDING.-E
AND ARE BASED ON SITE OBSERVATIONS. ACTUAL UTILITY CONNECTIONS AND ���';>' <<>.EXACT LOCATIONS MAY VARY SLIGHTLY. THE CONTRACTOR SHALL CONTACT THE ES\�UTILITY COMPANIES INVOLVED PRIOR TO BID TO CONFIRM THE ACTUAL C16400 WIRING DEVIC ..... ':°:':� L :.`::`::"'
CONDITIONS OF CONNECTION. THE CONTRACTOR SHALL INCLUDE IN HIS BID ��\ CO'NSULTING ENGINEERS, INC.
THE ACTUAL CONDITIONS OF CONNECTION AND ANY FEES REQUIRED BY THE 1. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE RATED AT 20 AMPS.
UTILITY FOR PROPOSED NEW 200 AMP, 240/120 VAC SINGLE PHASE UTILITY 2. PROVIDE DEVICES AS SHOWN ON DOCUMENTS. CONSULT WITH CONSTRUCTION 19315 FM 2252, STE. 301 PH: (210) 542-5911
MANAGER AND OTHER TRADES FOR EXACT LOCATION OF OUTLETS. WHERE GARDEN RIDGE TX 78266 F-13646
SERVICE THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL COMPANY OUTLETS SERVE A SPECIFIC PIECE OF EQUIPMENT AND WHERE POSSIBLE,. '
CONCERNING ITEMS WHICH HE MUST PROVIDE AND THE CONSTRUCTIONS
SCHEDULE. CONCEAL OUTLET BEHIND THAT EQUIPMENT.
DRAWN BY: RS
11. AFTER COMPLETION OF THE WORK AND BEFORE FINAL INSPECTION, THE
CONTRACTOR SHALL THOROUGHLY CLEAN EACH EXPOSED DEVICE, PIECE OF 16500 PANEL BOARDS: VERIFY PROVIDED BY AT&T APPROVED BY: TH
EQUIPMENT AND FIXTURE TO THE SATISFACTION OF THE CONSTRUCTION WIRELESS OR CONTRACTOR AND INSTALLED BY THIS
SUPERINTENDENT.
( ) DATE DRAWN: 10/16/13
12. THE CONTRACTOR SHALL SUBMIT ALL MATERIALS LISTED BELOW TO THE CONTRACTOR.
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. FAILURE TO OBTAIN REVISION
APPROVAL ON MATERIAL SHALL BE CAUSE FOR CONTRACTOR TO REMOVE ANY 1. VERIFY THAT THE INTERRUPTING RATING OF CIRCUIT BREAKERS SHALL BE
MATERIALS NOT APPROVED AND REPLACE THEM AT HIS OWN EXPENSE AND WITH GREATER THAN THE AVAILABLE FAULT CURRENT. VERIFY THE AVAILABLE FAULT NO DESCRIPTION BY DATE
NO ALLOWANCE IN THE TIME ALLOWED FOR CONSTRUCTION. SUBMITTALS: CURRENT WITH THE SERVING ELECTRICAL UTILITY. 0 ISSUED FOR CONSTRUCTION RS 10/22/13
(PROVIDE IN QUANTITY REQUESTED BY THE CONSTRUCTION MANAGER) THE 2. PROVIDE SOLID NEUTRALS ON ALL PANELS AND MAIN SERVICE ENTRANCE
FOLLOWING MINIMUM ITEMS SHALL BE SUBMITTED AT THE SAME TIME UNDER DISCONNECT (IF MAIN SERVICE DISCONNECT REQUIRED). 1 REVISED PER REDS TH 10/31/13
ONE COVER IN THE ORDER LISTED: 3. PROVIDE 1" BLACK MICARTA TAGS WITH 1/2" WHITE LETTERS FOR EACH
TAB ONE: WIRE, CONDUIT, GROUND RODS, GROUND BUSSES, ELECTRICAL PANEL BOARD AND DISCONNECT MATCHING PROJECT DOCUMENTATION. TAGS 2 REVISED PER COMMENTS WS 11/14/13
(CAD)WELD DEVICES, METALLIC SHEATHED FLEXIBLE CONDUIT, SHALL BE "POP-RIVETTED" THROUGH PANEL COVER.
OUTLET AND PULL BOXES.
TAB TWO: SWITCHES, ENCLOSURES, CABINETS, TIMERS, AND RECEPTACLES
TAB THREE:PANEL BOARDS, DISCONNECT SWITCHES (DESIGNATE USE OF
EACH), FUSES, AND CIRCUIT BREAKERS OR OTHER CONTROL 16600 LIGHTING FIXTURES (IF SHOWN)
DEVICES.
13. THE CONTRACTOR SHALL GUARANTEE THAT ALL WORK PERFORMED UNDER THIS 1. PROVIDE LIGHTING FIXTURES AS SHOWN ON THE DOCUMENTS. QUESTIONS ON
CONTRACT IS FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR ONE LIGHT FIXTURE TYPES SHALL BE DIRECTED TO AT&T WIRELESS FOR SHEET TITLE:
YEAR (MINIMUM) FOLLOWING FINAL ACCEPTANCE BY THE OWNER'S CLARIFICATION. THE CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES.
REPRESENTATIVE. THE CONTRACTOR SHALL RESPOND TO REQUESTS FOR 2. FASTEN EACH LIGHTING FIXTURE TO AN OUTLET BOX OR STRUCTURAL FRAMING.
SERVICE IN A TIMELY MANNER APPROPRIATE TO THE SERVICE REQUESTED, THE INCLUDE ALL NECESSARY HARDWARE AND SUPPORTING DEVICES TO ACCOMPLISH ELECTRICAL
CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY ITEMS FOUND TO BE THIS.
DEFECTIVE WITHIN THE GUARANTEE PERIOD AT NO COST TO THE OWNER. 3. PROVIDE NEW LAMPS OF THE TYPE RECOMMENDED BY THE PLANS AND SPECIFICATIONS
14. THE CONTRACTOR SHALL MAINTAIN ON THE SITE A SET OF CONSTRUCTION SPECIFICATION AT THE TIME OF FINAL ACCEPTANCE.
DOCUMENTS MARKED IN RED TO SHOW THE ACTUAL CONDITIONS OF 4. ALL LIGHTING FIXTURES SHALL BE CLEAN AND FULLY OPERATIONAL AT THE TIME
CONSTRUCTION. LOCATIONS OF EQUIPMENT AND ROUTING OF SYSTEMS SHALL BE OF FINAL ACCEPTANCE.
ACCURATELY RECORDED DURING THE COURSE OF CONSTRUCTION. CONTRACTOR
SHEET NUMBER:
SHALL FORWARD A REPRODUCIBLE COPY OF THE RECORD DRAWINGS TO AT&T
WIRELESS AT THE COMPLETION OF CONSTRUCTION AND SHALL MAINTAIN THE
ORIGINAL RECORD DRAWINGS FOR USE DURING THE GUARANTEE PERIOD.
FINAL PAY REQUEST SHALL NOT BE APPROVED WITHOUT THIS FINALIZED
E4m
1
INFORMATION IN ACCORDANCE WITH AT&T WIRELESS CLOSE OUT INSTRUCTIONS.