HomeMy WebLinkAboutSDP200700025 Plan - Approved 2008-01-28PROJECT INFORMATION •
SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING NEW
CABINETS AND NEW ANTENNAS ON A PROPOSED TOWER
SITE ADDRESS: 570 SHEPHERD ROAD
CVA 22932 cingular
LATITUDE: 38'8* 03 03' ' 08.39" N
LONGITUDE: 78' 41' 34.73" W
GROUND ELEVATION: 663.3'± (AMSL) �iw1a��(at1
JURISDICTION: ALBEMARLE COUNTY WIRELESS -
Rev )proved by ft
ZONING: RA, RURAL AREAS
TAX MAP: 56-35B bpe. mentDeparhra■t D
Da
SITE NUMBER ■ CV 340 A Date~-
PARCEL ID: 05600-00-00-03580 ■ File#: -L1)..? 2DU-7-0
CURRENT USE: RESIDENTIAL
PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE NAME: BROWNSVI LLE
NAME OF APPLICANT: CINGULAR WIRELESS
ENGINEER: WILLIAM L. RUCH, P.E.
CLOUGH HARBOUR & ASSOCIATES LLP
10800 MIDLOTHIAN TURNPIKE, SUITE 303
RICHMOND, VA 23235
UTILITY INFORMATION
UTILITIES
POWER: DOMINION VIRGINIA POWER (888) 667-3000 VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS
TELCO: VERIZON (804) 772-4042
DRAWING INDEX REV DIRECTIONS: FROM COX ROAD TAKE 1-295 W TO EXIT 53A/1-64 W. TAKE US -250 EXIT
TOWARDS CROZET, KEEP RIGHT AT FORK ONTO US -250 E/ROCKFISH GAP TURNPIKE. PASS
VA -CV 340 A- 01 TITLE SHEET 5 VA -240 INTERSECTION, TURN LEFT ONTO SHEPHERD RUN. GO RIGHT INTO DRIVEWAY, DRIVE PAST SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES
VA -CV 340 A- 01A OVERALL TOPOGRAPHIC DATA 3 HOUSE, TURN RIGHT ALONG DOMINION VA POWER LINES, AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION C
OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL
VA -CV 340 A- 01 B DETAIL SURVEY & TREE LOCATION 3 GOVERN THE DESIGN.
VA -CV 340 A- 02 LOCATION PLAN 3
VA -CV 340 A- 02A SITE PLAN M rtieSt BUILDING CODE:
VA -CV 340 A- 03 ANTENNA PLAN & ELEVATION VIEW 3 P �k VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC), INTERNATIONAL BUILDING CODE (IBC 2003)
VA -CV 340 A- 04 SLAB DETAILS
e ELECTRICAL CODE:
VA -CV 340 A- 05 CONSTRUCTION NOTES o ` NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 1999, NATIONAL ELECTRICAL CODE,
VA -CV 340 A- 06 CONSTRUCTION DETAILS 3
VA -CV 340 A- 06A TREE PROTECTION, SEDIMENT & EROSION CONTROL NOTES ine on REFERENCED IN 2000 ICC ELECTRICAL CODE
V,
VA -CV 340 A- 060 TREE PROTECTION, SEDIMENT & EROSION CONTROL PLAN 5 0°k r e0 �0 es�0 SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
VA -CV 340 A- 07 BILL OF MATERIALS 3 °�. �`�� AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
VA -CV 340 A- 08 COAX COLOR CODING 3 '� o CONCRETE
4'a AMERICAN INSTITUTE OF STEEL CONSTRUCTION (A(SC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH
EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL
ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
NOTESMeadow Dr
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
1. SEE THE FOLLOWING NOTES, SYMBOLS AND DETAILS, BECHTEL DOCUMENT NUMBER INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH
24782 -000 -A3 -EF -00001 FOR THE IMPLEMENTATION OF THIS SITE DESIGN PACKAGE: RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
CONCRETE AND REINFORCING STEEL NOTES ..........DETAIL 102) *.PROJECT IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC B
SOIL COMPACTION NOTES FOR SLAB ON GRADE DETAIL 102A)
SITE EQUIPMENT
APPLICABLE BUILDING CODES AND STANDARDS. DETAIL 103)
ABBREVIATIONS & SYMBOLS DETAIL 1123 IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS
2RF
4"X OTE CE BRIDGE W/ BURIAL POST ..... DETAIL 155A) 25 (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE")
SITE WORK GENERAL NOTES DETAIL619 TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS
STRUCTURAL STEEL NOTES .................. ...... DETAIL 620 m
GENERAL NOTES. ..... ... ...... DETAIL 623 tcate H 75
CABLE MARKING LOCATIONS DIAGRAM. ..... .. .. .. DETAIL 636 TELCORDIA GR -1503, COAXIAL CABLE CONNECTIONS
0
o ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
o FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,
METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
Fie GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
oio REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
�o
Heothe oe M
r Crest (0 DETAIL 103
N ;
v
CINGULAR CONSTRUCTION, ------------- CINGULAR RF.
(804) 450-1983 (804) 290-5032F ------------
A
CINGULAR COMPLIANCE; _______________ BECHTEL CONSTRUCTION:
SCALE: 1"=2000' (804) 201-0684 (412) 327-0957
5 01/04/08 PER COUNTY COMMENTS 1/3/08 MJO I KJB WLR a��yy$ALTH OF 0 a
Xcingular
4 11/09/07 PER COUNTY COMMENTS 8/29/07 KRR KJB WLR -Of CINGULAR WIRELESS
SITE NAME: BROWNwSVILLE 3 07/18/07 ISSUED FOR ZONING KCF KB WLR77
®coos SITE NO. CV A NMRELESS 2 07/13/07 ISSUED FOR ZONING KCF WLR KB H
�7"!{/ 9i
WMHARBOUR _ "1.029162
CLO� TITLE SHEET
10BOIotliYnT 570 SHEPHERD RUN LIBERTY PUAZA 1 1 03/29/07 ISSUED FOR ZONING EMT WLR KB
Sub 903. RMTmnd, VA 282*47W CROZET, VA 22932 4801 COX ROAD, SUITE 300 NO. DATE REVISIONS BY CHK PP' ���,F 1 y/Do �DRAWING NUMBER IR
CHA�JOB1 #`+430710 8--1601 GLEN ALLEN, V/A 23060 CALE: AS SHOWN DESIGNED BY: JRM DRAWN BY: JRM ••����O�AII ���� a 24782-421 \/A— CV 340 A-01 5
SURVEY (OVERALL) DETAIL 1"=50'
N/F
CARROL & JUDITH HERRING
T.M. 56-108A
D.B. 666 PG. 109
PROPERTY LIN �
ALONG CA STREAM -,.670
620
STEVEN & CYNTHIA RAMSEY /• 630
T.M. 56-35C
D.B. 1679 PG. 688
\ % 640
650
660
PROPOSED 25'x 30'
CINGULAR
Bs
�9 6% LEASE AREA
Z 6bp, `6 E NO ss OVERHEAD TY LINE
1
/ ' EXIST. / _
POWER POLE
/ ' (TYP )— P R 1
.......... 509'1040 E
/ 8.E _. 316.00'
42.39'
I I
/ DE UNE' \
N/F / I PR OSED LEASE AREA
JAMES H. or JEANNE T. RAMSEY 1 LS
T.M. 56-35B / I 61
D.B. 1679-688,695 & 696 PLAT / 1 t,
D.B. 1566-735,737 PLAT .4,/ i EXIST.
yhry; J2 o WOODS U
EXIST. I \
SO R/W
CPS CONTOL POINT// i D.B. 292-292 PLAT
N -3906910.700E-11427097 805
w
EUEV.685.44 / r"
6]O HAD 83-\ / iol �i PROPOSED 20'
INGRESS/EGERS
N/F EASEMENT ,� I
z' C ON TAYLOR or MARY P. SEY
' T.M. 56-3581 /
\\ 66
0 w. \
SO Ay\\ \ SURVEY
sAgC '9 �� GPS CONTROL LINE"
\ EXISTING 40' ACCESS
} ----------_DEB_ 677 PG_ 62
\ N/F
\ ARTH & BARBARA BALDWIN
\ T.M. 56-35D
D.B. 704 PG. 372
T.M. 6-26A2
D.B. 14711 183 PUT
2
TREE LOCATION
LEASE AREA SITE
PROPOSED �/
12'x16' ONGULAR
EQUIPMENT PAD PROPOSED
CABLE BRIDGE
DETAIL 1"=10'
PROPOSED MONOPOLE HEIGHT
-TO BE APPROX. 10' ABOVE
REFERENCE TREE "II"
BASE ELEV.- 663.3'
POLE TOP ELEV.-730.7'
PROPOSED MONOPOLE
LATITUDE - 38003'08.3986"
LONGITUDE -78°41'34.7364"
NAD83
NORTH -3906788.99
EAST - 11427343.45
PROPOSED 25x30'
LEASE AREA
IIIIIIIII
U 1V 2V
SCALE IN FEET
DETAIL 1"=20'
.1..K"
r 46 L• O * •r(3
.G. J• M.
.A. S? "E' *U"
"H" P. •0•
•B•'� •0•®# .R' EPv'
•C• G. .S. �
GG. EE• V• .
'HH' BB. N'
• '00.11
0. AA'
.pp.
*MM' •Ir .cc. r •r
-LL! •KK. JX—*REFERENCE TREE ((I)"
10" RED OAK
55.5' AGL
PROPOSED 15x30' GROUND ELEVATION UTREE = 665.2'
LEAS AREA TREE TOP M. - 720.7'
l 0 20 40
•RR"* SCALE IN FEET
TREE LEGEND
NOTE: AGL DENOTES (ABOVE GROUND LEVEL)
GENERAL NOTES:
BEARING DATUM SHOWN ON PROPOSED LEASE AREA
BASED ON A GPS OBSERVATION ON 11/22/06.
• HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
• DEED REFERENCE: D.B. 1679-688, 695 & 696 PLAT
• PROPERTY LINES SHOWN HEREON ARE COMPILED
AND DO NOT REPRESENT A COMPLETE BOUNDARY SURVEY.
• PROPERTY IS SUBJECT TO ALL EASEMENTS & RESTRICTIONS
OF RECORD. THIS SURVEY WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE BINDER.
TIMMONS GROUP --07% I Xcinigular Pj,Ln OFGIpc CINGULAR WIRELESS
SftDW1 ■eWMMt I ReddenILAroWcbLn I Taw~ �yYOUR VISWr1 AD1n!V®TIWWG�I OURS. 7-13-07
O
C+Ar.. SITE NAME: BROWNSVILLE WIRELESS 2 -13-07 NEW TOWER LOCATION - PER CLIENT AH AH AH U ALISON W. 9
VIRGINIA I NORTHCAROUNA I WESTVIRGINIA HANSON DETAIL SURVEY AND TREE LOCATION
CLOUGH HARBOUR & ASSOCIATES LLP SITE NO. CV 340 LIBERTW PLAZA 1 1 -29-07 DD RTE 250 FROM GIS -PER CNTY COMMEN AH AH AH No.28
10800 Md~Tumpike, The wwldwmer Buik ing, PREPARED AT THE CORPORATE OFFICE
Suite3o3.RictviW,VA2323sa700 570 SHEPHERD RUN 4801 COX MAD, SUITE 300 . DATE REVISIONS BY CHK P UM
y 016 DRAWING NBER REV
Mels: (804)897-3564 • w .doughhelbwr.wm 1001 Boulders Parkway, Ste. 1 I Richmond, VA 23225 CROZET, VA 22932 GLEN ALLEN, VA 23060 AS SHOWN DESIGNED BY: KLS DRAWN BY:KLS &CSM 9�0 SRV t''O SHEET 2 OF 2 3
cw PROJECT /: 14307-1027-1601 TEL 804.200.6500 FAX 804.560.0648 www.timmons.cDm
11
/ N/F
CARROL & JUDITH HERRING
T.M. 56-26A2
_ D.B. 1479 183 PLAT
PROPOSED 25 X30'
_LEASE AREA
PROPOSED UNDERGROUND TRUE NORTH
TELCO RUN
EXISTING MAG. NORTH
POWER POLE I
EXIST. POWER
POLE (TYP.) 0. �� �- ""6� p� OMEN-� ��7 OF�E A
i
,
50970'4015'
585 29'08'5 316.00'
EX/ST/NG DIRT ROAD
42.39' TO BE Ufit IZED FOR
N/F / I "TE LINE" PROPOSED ACCESS TO S/TE \ I
JAMES H. or JEANNE T. RAMSEY LEASE AREA 1 \
T.M. 56-35B I I
D.B. 1679-688,695 & 696 PLAT
D.B. 1566-735,737 PLAT .�hh
FO EXIST. 1 1
0/ WOODS LINE I
/ a�J EXIST.
/ I SO' RAW
GPS CONTOL POINT D.B. 292-292 PLAT�I
N-3906910.700 F�
E-11427097.808 /
ELEV=685.44
NAD 83 \�i(PROPOSED 20' �� 4
INGRESS/EGRESS l ^ N
N/F EASEMENTS I Z
I CLAYTON TAYLOR or MARY P. RAMSEY
\ Z T.M. 56-35131 / I
w G 50
w
cO w�
w� I
$13
EXISTI G
SURVEY "GPS \ I TELCO POLE
CONTROL LINE"N
\ I n 3
----------------I - _
a =
uj . 3
EXISTING 40' ACCESS EASEMENT 30078 `t ^R7 w' m
co
----------- D.B. 77---------- �[tq
SHEPHERD RUN vil
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CLOUGH HARBOUR 6 ASSOCIATES LLP
106OD MWb",' Tunpb, TM WY,GmIv B,i6p,
S,iY 903, Rldnnond, VA'tl?364no
Midm(304)W-3554 • W dxjgNwbwr
CHA JOB #: 14307-1038-1601
5
N/F
GARTH & BARBARA BALDWIN
\
T.M. 56-35D
D.B. 704 PG. 372
SITE NAME: BROWNSVILLE
SITE NO. CV 340 A
570 SHEPHERD RUN
CROZET, VA 22932
LOCATION PLAN
NOTE:
BASEMAP INFORMATION BASED UPON A SITE
VISIT CONDUCTED BY CLOUGH HARBOUR &
ASSOCIATES ON 10/19/06 AND A SURVEY
BY TIMMONS GROUP DATED 11/22/06.
1
Xcingu�lar
VMRELESS
LIBERTY PL/AZA 1
4801 COX ROAD, SUITE 300
GLEN ALLEN, V/A 23060
■CC
o
00
07/18/07
ISSUED FOR ZONING
07/13/07
ISSUED
FOR
ZONING
03/29/07
ISSUED
FOR
ZONING
01/11/07
ISSUED
FOR
ZONING
DATE REVISIONS
AS SHOWN IDESIGNED BY: JRM
LEGEND
o' TREE
POWER LINE
TELEPHONE LINE
- - - TOPOGRAPHIC LINES
PROPERTY LINES
FOR MORE INFORMATION CONTACT THE
STATE CORPORATION COMMISSION DIVISION
OF UTILITY AND RAILROAD SAFETY
CALL: ic 1-800-552-7945
TOWER BASE:
LATITUDE: 38'-03'-08.39" N
LONGITUDE: 78'-41'-34.73" W
(PER NORTH AMERICAN DATUM OF 1983)
ELEVATION: 663.3'± AMSL
(PER NATIONAL GEODETIC VERTICAL DATUM OF 1929)
GENERAL NOTES:
1. t1AJtMAY' INFORMATION BASED UPON A SITE VISIT CONDUCTED
BY CLOUGH HARBOUR & ASSOCIATES ON 10/19/06 AND A
SURVEY BY TIMMONS GROUP DATED 11/22/06.
2. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS
FACILITY.
3. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION
(THERE IS NO HANDICAP ACCESS REQUIRED).
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE
WATER OR SANITARY SERVICE.
5, POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE
METER.
6. LIGHTING TO BE USED FOR TEMPORARY MAINTENANCE ONLY.
7. SUBCONTRACTOR TO VERIFY ANTENNA ELEVATION AND AZIMUTH
WITH RF ENGINEERING PRIOR TO INSTALLATION. SEE ANTENNA
CONFIGURATION SHEETS FOR SITE SPECIFIC DETAILS
8. SUBCONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO
EXCAVATING.
9. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PERMITS & INSPECTIONS REQUIRED FOR CONSTRUCTION.
FULL SCALE 1"=30'-0"
30 0 30 60 FT
HALF SCALE 1 60'-0"
3
on
KCF
KB
WLR
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o 9.
VVPVVtrfz a:
G W=
i n I W
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I/�0004. 6'441"
CINGULAR WIRELESS
KCF
WLR
KB
LOCATION PLAN
EMT
WLR
KB
MJO
WLR
WLR
BY
CHK
PP'
DRAWING NUMBER
DRAWN BY! JRM
24782-421 VA—CV 340 A-02
3
on
j -,,D., 667 660_ --------_
TRUE NORTH „S„
MAG. NORTH
®=mss
CLOUGH HARBOUR 6 ASSOCATBS LLP
10000 Sub QTR � 7 V=4700k"p'
Mmh- ON) aff-MI4 • Wrnv.dmW*wbmr.mm
CHA JOB #: 14307-1038-1601
5
01/04/08
PER COUNTY COMMENTS 1/3/08
MJO
KJB
WLR
4
11/09/07
PER COUNTY COMMENTS B/29/07
KRR
KJB
WLR
SITE NAME• BROWNSVILLE-TR
Xcingular
3
07/18/07
ISSUED FOR ZONING
KCF
KB
WL R
2
07/13/07
103/29/07
ISSUED FOR ZONING
KCF
WLR
KB
'wA
SITE NO. CV M� A
INIRELESS
�.
570 SHEPHERD RUN
LIBERTY PLAZA 1
:I
1
ISSUED FOR ZONING
EMT
WLR
KB
NO.
DATE
REVISIONS
BY
CHK
PP'
CROZET, VA 22932
4801 COX ROAD;, SUITE 300
GLEN ALLEN, SVA 23060
CALE: AS SHOWN IDESIGNED BY: JRM
IDRAWN BY: JRM
LEGEND
TREE
POWER LINE
TELEPHONE LINE
TOPOGRAPHIC LINES
LEASE LINE
MONOPOLE DETAILS:
1. PROPOSED TOWER ELEVATION = 730.7' AMSL.
2• QPIJOPOLE DIAMETER NOT TO EXCEED 30" AT THE BASE
AND 18" AT THE TOP,
3. MONOPOLE TO BE PAINTED BROWN TO MATCH EXISTING
SURROUNDINGS.
4• LIGHTENING ROD WILL NOT EXCEED 1" IN DIAMETER AND
WILL NOT EXTEND MORE THAN 2' ABOVE THE TOP OF THE
MONOPOLE.
5. THE MONOPOLE SHALL BE PAINTED BROWN (SHERWIN
NOTES:
1. EXISTING STRUCTURE, BOUNDARY, TRUE NORTH, AND
TOPOGRAPHIC INFORMATION WERE TAKEN FROM A SURVEY
BY TIMMONS GROUP DATED 11/22/06.
2. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE
BOUNDARY SURVEY WOULD DISCLOSE. PROPERTY LINES ARE
ONLY SHOWN AS APPROXIMATE.
3. SUBJECT TO ANY STATE OF FACTS THAT AN UP-TO-DATE
ABSTRACT OF TITLE WOULD DISCLO57.
4. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR
RESTRICTIONS OF RECORD.
5. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH
HARBOUR & ASSOCIATES IN CONJUNCTION WITH THE
PREPARATION OF THIS SITE.
6. NOT TO BE USED FOR LAND TRANSACTION PURPOSES.
TOWER BASE:
LATITUDE: 38'-03'-08.39" N
LONGITUDE: 78'-41'-34.73" W
(PER NORTH AMERICAN DATUM OF 1983)
ELEVATION: 663.3'± AMSL
(PER NATIONAL GEODETIC VERTICAL DATUM OF 1929)
FULL SCALE 1"=4'-0"
4 0 4 8 FT
HALF SCALE 1"=8'-0"
z CINGULAR WIRELESS
'u 9
�� SITE PLAN
/0
DRAWING NUMBER RE`
24782-421 VA -CV 340 A -02A 15
71
C
v
MICROFLECT TR
ADAPTER KIT F
EMS MTG-P00
MECHANICAL
DOWNTILT BRA
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CLOUGH
HARBOUR a ASSOCIATES LLP
10600 MIMI 1M 7U1nb, T1r WhIlloer BW6n,
Sub 30% Rldmond, VA 797954700
Main: (004)807-3504 • wunr.dmgWwb r
CHA JOB #: 14307-1038-1601
6
""'TENNA (TYP)
ANTENNA MOUNTING
NTS
MICROFLECT
TRI -BRACKET P/N
155934 EQUAL
q
70-
-D MONOPOLE
CT CHAIN
,.1T P/N B1653
OR EQUAL
ONE ANTENNA PER SECTOR
TOWER MOUNTING
NTS
SITE NAME: BROWNSVILLE
SITE NO. CV 340 A
570 SHEPHERD RUN
CROZET, VA 22932
cingXularWIRELESS
LIBERTY PLAZA 1
4801 COX ROAD, SUITE 300
GLEN ALLEN, VA 23060
NOTE: TOWER, ICE BRIDGE COMPONENTS.
COAX CABLES, ANTENNAS AND SUPPORTS
TO BE PAINTED BROWN (SHERWIN VALUAMS
/6090), FINAL CHOICE TO BE APROVED BY
ALBEMARLE COUNTY.
cingXularWIRELESS
LIBERTY PLAZA 1
4801 COX ROAD, SUITE 300
GLEN ALLEN, VA 23060
ELEVATION VIEW
NTS
/09/07 PER COUNTY COMMENTS 8/29/07
1/13/07 ISSUED FOR ZONING
5/29/07 ISSUED FOR ZONING
1/11/07 ISSUED FOR ZONING
DATE REVISIONS
AS SHOWN IDESIGNED BY: JRM
1'-6"
THIS INFORMATION IS SHOWN FOR GENERAL INFORMATION PURPOSES ONLY.
BOTH THE TOWER STRUCTURE AND FOUNDATION WILL BE/HAVE BEEN
DESIGNED BY OTHERS. PRIOR TO CONSTRUCTION, THE FIVAL TOWER
FOUNDATION DESIGN SHOULD BE COMPARED TO THE SITE PLAN TO AVOID
POTENTIAL CONFLICTS.
KRR 1 KJB 1 WLR %y V /NJ IA. I CINGULAR WIRELESS
EMT IWLR I KB r.U,t u" 1162 �::I ANTENNA PLAN & ELEVATION VIEW
BY I CHK PPS �j Ss ,'�w `yGl�� DRAWING NUMBER
DRAWN BY: JRM �44444� 44� 2 4782-42 1 CV 340 A-03
2 1
3
THIS INFORMATION IS SHOWN FOR GENERAL
INFORMATION PURPOSES ONLY. BOTH THE TOWER
STRUCTURE AND FOUNDATION WILL BE/HAVE
BEEN DESIGNED BY OTHERS. PRIOR TO
CONSTRUCTION, THE FINAL TOWER FOUNDATION
DESIGN SHOULD BE COMPARED TO THE SITE PLAN
TO AVOID POTENTIAL CONFLICTS.
ELEVATION VIEW
NTS
/09/07 PER COUNTY COMMENTS 8/29/07
1/13/07 ISSUED FOR ZONING
5/29/07 ISSUED FOR ZONING
1/11/07 ISSUED FOR ZONING
DATE REVISIONS
AS SHOWN IDESIGNED BY: JRM
1'-6"
THIS INFORMATION IS SHOWN FOR GENERAL INFORMATION PURPOSES ONLY.
BOTH THE TOWER STRUCTURE AND FOUNDATION WILL BE/HAVE BEEN
DESIGNED BY OTHERS. PRIOR TO CONSTRUCTION, THE FIVAL TOWER
FOUNDATION DESIGN SHOULD BE COMPARED TO THE SITE PLAN TO AVOID
POTENTIAL CONFLICTS.
KRR 1 KJB 1 WLR %y V /NJ IA. I CINGULAR WIRELESS
EMT IWLR I KB r.U,t u" 1162 �::I ANTENNA PLAN & ELEVATION VIEW
BY I CHK PPS �j Ss ,'�w `yGl�� DRAWING NUMBER
DRAWN BY: JRM �44444� 44� 2 4782-42 1 CV 340 A-03
2 1
3
NOTES: NOTES: NOTES:
1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 CONTRACTOR - BECHTEL
1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR UNLESS OTHERWISE NOTED. SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
TO THE START OF CONSTRUCTION.
2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES OWNER - LINGULAR
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES OEM -ORIGINAL EQUIPMENT MANUFACTURER
WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO
AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS
BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE SHALL BE TOUCHED UP, SHOWN ON THE CONSTRUCTION DRAWINGS, ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE
USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE ATTENTION OF CONTRACTOR.
D
AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED UNLESS NOTED OTHERWISE. CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND
TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC
TRENCHING & EXCAVATION. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.
5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.
3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY ABBREVIATIONS
SPECIFICATIONS, 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE, THE AGL ABOVE GRADE LEVEL
4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY.
REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE BTS BASE TRANSCEIVER STATION
DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, (E) EXISTING
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE MIN MINIMUM
APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL
5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER
UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED DRAWINGS.
REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH N.T.S. NOT TO SCALE
POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. REF REFERENCE
RF RADIO FREQUENCY
SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL HOT DIPPED GALVANIZED, THE ANCHOR BOLT DOWEL AND ROD SHALL 7, IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE T.B.D. TO BE DETERMINED
UTILITIES. BE STAINLESS STEEL WITH STAINLESS STEEL WASHERS. SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR.
6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING STRUCTURAL STEEL NOTES: 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND Tl CABLES, GROUNDING T.B.R. TO BE RESOLVED
CONSTRUCTION. CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. TYP TYPICAL
7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH DETAILS 62O 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND REQ REQUIRED C
STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE EGR EQUIPMENT GROUND RING
THE LINGULAR SPECIFICATION SIGNAGE. SATISFACTION OF OWNER.
8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY AWG AMERICAN NIRE GAUGE
FROM THE BTS EQUIPMENT AND TOWER AREAS, NOTES: 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL MGB MASTER GROUND BUS
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE
9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND RETURNED TO THE OWNER'S DESIGNATED LOCATION. EG EQUIPMENT GROUND
GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE.
FILL OR EMBANKMENT. 11, SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. BCW BARE COPPER WIRE
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 12. (CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782-000-3APS-AOOZ-00002, "GENERAL SIAD SMART INTEGRATED ACCESS DEVICE
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, (CONSTRUCTION SERVICES FOR CONSTRUCTION OF CINGULAR GSM SITES.' GEN GENERATOR
11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL GENERAL NOTES IGR INTERIOR GROUND RING (HALO)
NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED
OTHERWISE. SPLICES SHALL BE CLASS 'B" AND ALL HOOKS SHALL BE RBS RADIO BASE STATION
TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. STANDARD, UNO.
DETAIL 623 SYMBOLS
12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR -
CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: C/D SOLID GROUND BUS BAR
CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION'S CONCRETE CAST AGAINST EARTH ........ 3 IN.
GUIDELINES FOR EROSION AND SEDIMENT CONTROL. CONCRETE EXPOSED TO EARTH OR WEATHER:
SSOLID NEUTRAL BUS BAR
6 AND LARGER ..........................2 IN. NOTES: 6SUPPLEMENTAL GROUND CONDUCTOR
SITE WORK GENERAL NOTES: 5 AND SMALLER & WWF ,,,,,,...1 1/2 IN. 11. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED oTo 2 -POLE THERMAL -MAGNETIC B
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT 'NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. o o CIRCUIT BREAKER
DETAIL 619 CAST AGAINST THE GROUND:
SLAB AND WALL ........................3/4 IN. :2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED SINGLE -POLE THERMAL -MAGNETIC
BEAMS AND COLUMNS..............1 1/2 IN. (GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. C 0 CIRCUIT BREAKER
5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF ;3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED e CHEMICAL GROUND ROD
CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4, !SOIL" BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT GROUND ROD
(LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C.
6, CONCRETE/EXPANSION ANCHORS SHALL BE STAINLESS STEEL. O
INSTALLATION, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED 14. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED GROUND ROD W/ INSPECTION WELL
PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO !STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL, GRAVEL SHALL BE E:::P DISCONNECT SWITCH
MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS PNATURAL OR CRUSHED WITH 100 % PASSING 1" SLEEVE.
SHOWN ON THE DRAWINGS, NO REBAR SHALL BE CUT WITHOUT PRIOR
ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. (COMPACTION EQUIPMENT: QM METER
EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR FHAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE
APPROVED EQUAL. (COMPACTOR OR JUMPING COMPACTOR. ■ CADWELD TYPE CONNECTION
CONCRETE AND REINFORCING STEEL NOTES:
SOIL COMPACTION NOTES • COMPRESSION TYPE CONNECTION
FOR SLAB ON GRADE - - - - GROUNDING WIRE
DETAIL 102 DETAIL 102A ABBREVIATIONS & SYMBOLS112 A
Xcingular
SITE NAME: BROWNSVILLE LINGULAR WIRELESS
2 07/13/07 ISSUED FOR ZONING KCF WLR KB O 1,1-� 2A
C+jArID2.1"
SITE NO. VV 340 A WWRELESS 1 03/29/07 ISSUED FOR ZONING EMT WLR KB o 1,,)162 >� CONSTRUCTION NOTES
CLOUGH HARBOUR i ASSOCIATES LLP A:
10600 midwImn rVIpIcl, TIIO wY1dNMx 570 SHEPHERD RUN LIBERTY PLAZA 1 0 01/11/07 ISSUED FOR ZONING MJo WLR WLR . dAV,lotl#
DSuke 303,Ritlr 'T!vA?St9 rmmft CROZET, VA 22932 4801 COX ROAD, SUITE 300No. DarE REVISIONS BY cHK PP' rs �•GLEN ALLEN, V/A 23060 �047•DRAWING NUMBER REV
CHA JOB 4307-1038-1601 CALE: AS SHOWN DESIGNED 8Y: JRM DRAWN BY: JRM �•.aJ• 24782-421 CV 340 A-05 2
6 5 4 3 2 1
CUT POST LENGTH TO SUIT BY
REMOVING UNCAPPED END AND FENCING AND ARMORING
RECAP
[BECHTEL PN WB400101
24" WIDE ICE BRIDGE
CUT ICE BRIDGE CHANNEL
LENGTH TO SUIT (SEE NOTES) D
0
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o TRAPEZE KIT (3)
o a TRAPEZE KITS ARE
z 3 INCLUDED WITH
ICE BRIDGE.
Of a ANTENNA CABLES NOTE=#6090) ENTS AND
o ARRANGEMENT SUPPNG CONCRETE, DRIP LINE
BY CONTRACTOR TO BOWN (SHERWIN
a o 3 WILLI
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N
SNOW FENCE
74-��I.AlCONCRETE PIER
"
low c
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BOARD FENCE i+
CORD FENCE
NOTES:
1, WHEN USING COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE
SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL
SHALL BE 9 FEET FOR 10 FEET BRIDGE CHANNEL. PLASTIC FENCE
2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE CORRECT METHODS OF TREE FENCING
SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET
FROM THE SUPPORT.
3. WHEN USING COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS
POSSIBLE TO THE ENDS OF ICE BRIDGES, WITH A MAXIMUM CANTILEVER DISTANCE OF
2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE. \
4. CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES TREATED WITH A
MATERIAL TO RESTORE THESE EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, B
FINISH.
S. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM OTHER
MANUFACTURERS, PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE
FOLLOWED.
6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH
THE RESPECTIVE MANUFACTURER'S APPROVAL. /
7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE ENGINEERING APPROVAL.
' \
8. THE DESIGN IS BASED ON ASCE 7-98, 3 SECOND GUST WIND SPEED OF 110 MPH, AmI
EXPOSURE C, ELEVATION AT GRADE.
iMiIM i
9. THIS DESIGN IS BASED ON 24" WIDE ICE BRIDGE AND (12) 1 5/8" DIA COAX 00 CORRECT TRUNK ARMORING
CABLES AND MAX. POST SUPPORT SPACING OF 10'-0". � 00
24" X 10' ICE BRIDGE W/ BURIAL POST TRIANGULAR BOARD FENCE
DETAIL 155A
NTS —
A
Xcingular
�0F00
CINGULAR WIRELESS
3 11/09/07 PER COUNTY COMMENTS 8/29/07 KRR KJB WLR OSITE NAME• BROW'NASVILLE 2 07/13/07 ISSUED FOR ZONING KCF WLR KB o il'6'(2'®T°°' SITE NO. CV J`!{/ A WIRELESS 1 03/29/07 ISSUED FOR ZONING EMT WLR KB U� 9i CONSTRUCTION DETAILS
LIBERTY PPLAZA 1 0 01/11/07 ISSUED FOR ZONING MJO WLR WLR w�
CLOUGH HARBOUR i ASSOCIATES LLP 570 SHEPHERD RUN „n /��� DRAWING NUMBER REV
10B0D aunts TR�a°�' TVAzazn"�`a70luld ' CROZET, VA 22932 4801 COX ROACJ, SUITE 300 No. DATE REVISIONS BY CHK PP' �a 51
n�ralea)� , ,, iev�,,,, GLEN ALLEN, VA 23060 •0 tG 'A , F',�' 24782-421 VA-CV 340 A-06 3
CHA JOB 14307-1038-1601 CALE': AS SHOWN DESIGNED BY: JRM
DRAWN BY: JRM '���685pi
6 5 4 t 3 2 1
BECHTEL
SC:
MTS PN:
WB40010
WBK210B
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0 1 `----
EX/ST/NG PINE------- �
� TRUE NORTH
TREES TO BE s '.GG" _ W
REMOVED _ - MAU. NORTH
"HH TEMPORARY TREE
---------— — — ' - PROTECTION
I FF^j - FENCING (TYP.)
'BB"
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L IMI TS OF �'P 1 I I , AA"
D/STURBANCE,I s "oo"
LOCA TION OF
SIL T FENCE ' I i „D Z,. \ \ \
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a PERMANENT TREE
_ a L a I PROTECTION FE_ NCING
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TO REMAIN
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BASEMAP NOTES:
i,BASEMAP INFORMATION BASED UPON A SITE VISIT CONDUCTED BY CLOUGH
HARBOUR & ASSOCIATES ON 10/19/06 AND A SURVEY BY TIMMONS GROUP
DATED 11/22/06.
SEQUENCE OF CONSTRUCTION:
THE FOLLOWING IS THE GENERAL SEQUENCE OF THE CONSTRUCTION TO BE FOLLOWED IN ORDER TO PUT THE PROPOSED SEDIMENT EROSION
CONTROL MEASURES IN PLACE.
FULL SCALE 1 "=8'-0••
8 0 8 16 Ff
HALF SCALE 1 "=16'-0"
c1ft
CLOUGH HARBOUR & ASSOCIATES LLP
10800 MIdW Wl TWVM. TM Wkltlm* Buk ft.
Sub 303. RMrina1C, VA 2329647110
Malin: (W4)W-3W4 - ww.dagNmito mm
CHA JOB #: 14307-1038-1601
1. THE OWNER SHALL GIVE THE COUNTY INSPECTOR 24 HOURS NOTIFICATION TO SCHEDULE AN ON-SITE PPRE-CONSTRUCTION MEETING
FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT.
2. STAKE LIMITS OF DISTURBANCE.
3. CONSTRUCT SILT FENCE WHERE INDICATED ON THE PLANS.
4. LIMIT DISTURBANCE TO MINIMUM NECESSARY TO PERFORM CONSTRUCTION AND PROVIDE STABILIZATION FOR DENUDED AREAS AS REQUIRED
OR DIRECTED BY THE COUNTY,
5. CONSTRUCT ALL OTHER UNDERGROUND UTILITIES IN ACCORDANCE WITH CONSTRUCTION PLANS.
6. STABILIZE ALL DISTURBED AREAS WITH PERMANENT OR TEMPORARY SEEDING.
7. UPON COMPLETION OF ROUGH GRADING, PROCEED WITH CONSTRUCTION.
8. AFTER CONSTRUCTION AREAS ARE STABILIZED, FINISH GRADE AND SPREAD GRAVEL IN THE SITE AREA. STILT FENCE IS NOT TO BE REMOVED
WITHOUT PERMISSION FROM THE COUNTY INSPECTOR.
9, MAINTAIN ALL SEDIMENT EROSION CONTROL MEASURES AS IDENTIFIED.
SITE NAME: BROWNSVILLE
SITE NO. CV MO A
570 SHEPHERD RUN
CROZET, VA 22932
XcingularWIRELESS
LIBERTY PLAZA 1
4801 COX ROrAD, SUITE 300
GLEN ALLENJ, VA 23060
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4" X 4" TRENCH
UPSLOPE ALONG THE LINE
6, I OF STAKES.
MAX."�
1117
Flow =1 I I—' ' �� I I=1'FI>< a•'
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH,
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
i
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�
-I I (- FLOW /� =I I II
N6
SHEET FLOW INSTALLATIONI-
/ DCDCOCI`TI\/C \/ICW i z� •,.v
01/04/08 PER COUNTY COMMENTS 1/3/08
11/09/07 PER COUNTY COMMENTS 8/29/0
07/18/07 ISSUED FOR ZONING
07/13/07 ISSUED FOR ZONING
03/29/07 ISSUED FOR ZONING
DATE REVISIONS
E: AS SHOWN JDESIrNED BY: JRM
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
( FRONT ELEVATION )
EROSION CONTROL DETAIL
MJO I KJ8 I WLR
KCF WLR KB
EMT WLR KB
I
BY CHK PP' I���4ID Cly
•. SII!!! Q-` •"
BY: JRM ,0, # .:yj44
CINGULAR WIRELESS
TREE PROTECTION, SEDIMENT
& EROSION CONTROL PLAN
24782-421 1 VA -CV 340 A -06B 15
B
I
ANTENNA AND COAX CABLE SCHEDULE
TAGS
SECTOR
ANTENNA TYPE
ANTENNA SERIAL
MECH
DOWN-
AZIMUTH
ANTENNA
CABLE
COAXIAL CABLE
TOP JUMPER
BOTTOM JUMPER
COLOR CODE
GMA TYPETILT
DC BLOCK
RAD CTR
TIP HEIGHT
NUMBER
LENGTH (*)
Y/N
Al
1ANDREW
(51.6'X12.1'X4.5)
gDFD182090908-X
0'
0'
63't
65't
80't
ANDREWS
(6') 1/2"0
(6') 1/2"0
1 GREEN STRIPE
RX 19001-F (x2)
N
1 5/18" (x4)
LDF4P
SF
Bl
2
ANDREWgDFD182090906-X
(51.6'X12.1'X4.5")
0'
120'
63't
65't
80't
ANDREWS
(6') 1/2"0
(6') 1/2"0
1 BLUE STRIPE
RX 19001-F (x2)
N
1 5/18" (x4)
LDF4P
SF
Cl
3
ANDREW
(51 "X4.5")
ADFD1820909OB-X
0'
240'
63't
65't
80't
ANDREWS
(6') 1/2"0
(6') 1/2"0
1 WHITE STRIPE
RX 19001-F (x2)
N
.6"X12.1
1 5/18" (x4)
LDF4P
SF
GPS
-
-
-
-
-
-
_
-
ANDREWS_
1,12"
-
1 PURPLE STRIPE
RX 19001-F
_
(*) COAX LENGTH INCREASED BY 10%
BASED ON RF ENGINEERING DESIGN INFORMATION PROVIDED 1/5/07.
NOTES:
1. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR.
2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED.
3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL
ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8.
4. ALL SPECIFIED MATERIAL FOR EACH LOCATION *E.G., OUTDOORS, INDOORS -OCCUPIED,
INDOORS -UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED
AS REQUIRED BY THE NEC.
5. RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET EXCEPT
INSIDE MONOPOLES OR LATTICE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS
SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT
ACCESSORIES SHALL BE USED.
6. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO SUPPORT
AND PROTECT ANTENNA CABLE RUNS.
7. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY
FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH
THE COAXIAL CABLE PORT.
8. ALL FEEDER LINE AND JUMPER CONNECTORS FOR CINGULAR GSM SHALL BE CINGULAR
APPROVED 7/16 DIN CABLE CONNECTORS THAT MEET IP68 STANDARDS.
9, 7/16 DIN CONNECTORS REQUIRE NO ADDITIONAL WEATHER PROOFING IN INDOOR APPLICATIONS
IF INSTALLED AND TORQUED PROPERLY. IN OUTDOOR APPLICATIONS WEATHER PROOFING IS
REQUIRED AND THE FOLLOWING PROCEDURE SHOULD BE FOLLOWED: APPLY A "COURTESY" WRAP
OF ONE LAYER OF 7 MIL THICK VINYL ELECTRICAL TAPE EXTENDING APPROXIMATELY ONE (1) INCH
ON EACH SIDE OF THE COAX CABLE/CONNECTOR JUNCTURE. USING WEATHERPROOFING KIT
APPROVED BY CABLE MANUFACTURE AND CONTRACTOR. START TAPE APPROXIMATELY 5 INCHES
FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE
SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE
(3) TO FOUR (4)INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE
DOWN FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER AND FINISH WITH A FINAL LAYER OF
TAPE.
NOTE: TOWER, ICE BRIDGE COMPONENTS,
COAX CABLES, ANTENNAS AND SUPPORTS
TO BE PAINTED BROWN (SHERWIN WILLIAMS
#6090), FINAL CHOICE TO BE APROVED BY
ALBEMARLE COUNTY.
10. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED, BY THE LANDLORD OR AUTHORITY HAVING
JURISDICTION IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE PREPARATION AND
PAINTING REQUIREMENTS.
11. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUND AT THE TOP OF THE TOWER, WITHIN
10 FEET OF THEIR CONNECTORS, AND AT THE BOTTOM OF THE TOWER ABOUT 6 INCHES BEFORE
THEY TURN TOWARD THE FACILITY. THEY SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT
ARE BETWEEN 100 FEET AND 200 FEET HIGH, AND AT INTERVALS OF 100 FEET OR LESS ON
TOWERS THAT ARE HIGHER THAN 200 FEET.
12. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TG GROUND
THE COAXIAL TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS
FOR THE KITS AT THE TOP OF THE TOWER, AND IN THE MIDDLE SECTION OF THE TOWER, ARE
BONDED DIRECTLY TO TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP
CONNECTIONS.
13. ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET REQUIREMENTS.
14. MHA/TMA'S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLIED TO THE SUBCONTRACTOR
(WHERE REQUIRED) AND INSTALLED BY THE SUBCONTRACTOR, THE GROUND CONDUCTORS OF THE
TMA MAY BE BONDED DIRECTLY TO THE TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED
CLAMP CONNECTIONS.
15. ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED IN
ACCORDANCE WITH THE REQUIREMENTS OF CINGULAR-GSM SERVICES PROJECT DOCUMENT
NO.24782-000-3PS-EEYO-00001. CONTRACTOR WILL NOT ACCEPT A RADIO SIGNAL CABLE
INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS.
16. VERTICAL CABLES, WIRING AND SIMILAR ATTACHMENTS MUST BE CONTAINED WITHIN THE
MONOPOLE'S STRUCTURE.
17. ALL ELEMENTS TO BE PAINTED BROWN TO MATCH EXISTING SURROUNDINGS.
RF NOITES
DETAIL 116
NTS -
Xcingular
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SITE NAME• BROWNSVIIlE 3 11/09/07 PER COUNTY COMMENTS 8/29/07 KRR KJB WLR � O� Gf�: LINGULAR WIRELESS
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