HomeMy WebLinkAboutARB200800152 Plan - Approved 2009-05-220
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PROJECT INFORMATION
SCOPE OF WORK: PROPOSED (3) SECTOR ANTENNAS MOUNTED ON A PROPOSED TOWER.
EQUIPMENT CABINETS WILL BE LOCATED AT THE BASE OF THE TOWER ON
A SLAB. SITE IS AN UNMANNED TELECOMMUNICATIONS FACILITY.
SITE ADDRESS:
3514 MONACAN TRAIL HIGHWAY
NORTH GARDEN, VA 22959
LATITUDE:
N 37 57' 34.3'
t&t
LONGITUDE-
W 78' 39' 29.0'
GROUND ELEVATION:
771'
JURISDICTION:
ALBEMARIE COUNTY
PRIMARY ZONING DESIGNATION:
VILLAGE RESIDENTIAL
TAX ID. NO:
87 -5B
PARCEL SIZE
4.217 AC
DEED RER
DB 2639, PAGE 149
PROPOSED USE:
TELECOMMUNICATIONS FACILITY
TOWER OWNER:
SITE NAME:
NEW S ROADS WIRELESS PCS, LLC
CROSS ROADS
SITE NO.,
C
SITE J:
CV393A
NAME OF APPLICANT:
G
SITE NAME: CROSS ROADS
I lllY
v , , INFORMATION
UTILRIES
POWER:
TELCO'.
CENTRAL. VIRGINIA ELECTRIC COOP (800) 367 -2832
VERIZON (800) 483 -5000
VICINITY MAP
APPLICABLE BUILDING CODES AND STANDARDS
DRAWING INDEX
REV
DIRECTION:
SUB^ONTRACTOR's WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL. STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
VA- CV393A -T -1 TITLE SHEET
1
AUTHO;nY WAVING JURISDICTION (AW) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
SURVEY
DEPART NEAR MONCURE CORNER ON 1-95 (SOUTH) 21.0 MI AT EXIT 848, TURN RIGHT ONTO RAMP 0.5 MI 1 -295 / CHARLOTTESVILLE
ON THE SATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
KEEP LEFT TO STAY ON RAMP 0.2 MI US -1 / RICHMOND TAKE RAMP (LEFT) ONTO 1- 295 8.6 MI 1 -295 / 1 -64 W / CHARLOTTESVILLE
VA- CV393A -A -0A
AREA PLAN
1
AT EXIT 53A, TAKE RAMP (RIGHT) ONTO 1 -64 59.8 MI 1 -64 / CHARLOTTESVILLE AT EXIT 118, TAKE RAMP (RIGHT) ONTO US-29 8.8 MI
VA- CV393A -A -0
SITE PLAN
1
TURN RICK (WEST) ONTO N GARDEN ST 131 YDS TURN RIGHT (NORTH) ONTO LOCAL ROAD(S) 32 YDS ARRIVE AT SITE
9UllJ G CODE
VA- CV393A -A -1
COMPOUND PLAN & ELEVATION
1
NIERNATIONAL BURD04 CODE (IBC 2006)
VA- CV393A -A -2
VA- CV393A -A -3
EQUIPMENT LAYOUT
FOUNDATION DETAILS
p
p
ELECTRICr1L CODE
VA- CV393A -A -4
EQUIPMENT SPECS
1
NATION& ELECTRICAL CODE. (►� 2005)
VA- CV393A -A -5
EQUIPMENT SPECS
p
SUBCONTRACTOR'S WORK %ALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACn 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
VA- CV393A -A -6
ANTENNA DETAILS
p
ASD, NINTH EDITION
< <
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC). MANUAL OF STEEL CONSTRUCTION,
VA- CV393A -A -7
ANTENNA DETAILS
0
TELECOMMUNIGOIONS INDUSTRY ASSOCIATION (114) 222 -F. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENRA
VA- CV393A -A -8
VA- CV393A -A -9
ANTENNA DETAILS
WOOD FENCE PLAN &DETAILS
0
0
`
SUPPORTING STRUCTURES:
TIA 607. COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
VA- CV393A -A -10
NOTES
0
'*
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81. GUIDE FOR MEASURING EARTH RESISTNTTY, GROUND IMPEDANCE
VA- CV393A -A -11
NOTES
1
-
�a '� l}
AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
VA- CV393A -E &S -1
EROSION & SEDIMENT CONTROL DETAILS
0
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
VA- CV393A -E &S -2
EROSION & SEDIMENT CONTROL NOTES
0
IEEE 062.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY
'C3' AND iil(0i srsrEM EXPOSURE)
VA- CV393A -E -1
VA- CV393A -E -2
ELECTRICAL PLAN
ELECTRICAL DETAILS
0
0
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,}` k
r; ��
~
TELCOROIA GR -1275. GENERAL IVSTAl1ATI0N REQUIREMENTS
VA- CV393A -E -3
VA- CV393A -E -4
VA- CV393A -E -5
ELECTRICAL DETAILS
ELECTRICAL DETAILS
ELECTRICAL DETAILS & NOTES
0
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erg 2�
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TELCORDIA GR -1503, COAXIAL CABLE CONNECTIONS
An T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
VA- CV393A -SP -1
VA- CV393A -SP -2
VA- CV393A -SP -3
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
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0 2711
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FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL MEINODS OF CONSTRUCTION, DR
OTHER REQUIREMENTS, THE MOST RTSTFtICT1VE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL
REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
AT &T REVIEW
ALBEMARLE COUNTY PLANNING
AT &T CONSTRUCTION:
AT &T RF:
-
-�
AT &T COMPLIANCE:
BECHTLI CONSTRUCTION:`
DATE:
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}
NOTESs
1. SEE THE FOLLOWING NOTES, SYMBOLS AND DETAILS, BECHTEL DOCUMENT NUMBER 24782- 000 -A3-ff -00001 FOR
THE IMPLEMENTATION OF THIS SITE DESIGN PACKAGE:
ARCHITECTURAL REVIEW BOARD APPROVAL
COMCR1E AND REN 10KING STEEL Noes
(DETAIL Tau)
29
111MNG CM AND STANDARDS (DETAIL 103)
RF MUTES
Sw
SITE
(DEVIL 116)
-
WORK GENDtAL MUTES
(DETAIL 819)
sTRUc1UR L STEEL WIES (DETAIL 62D)
DATE:
GROU011G MUTES
nwmm MUTES
(ma 821)
°j�
coum TIM
(�� 03)
SCALE: 1 =2000'
yr
GFEDEW TVSS NUBS
(CETAL 624)
SITE NAME: CROSS
ROADS
3
c,
CHRISTOPHER D.
MORIN
EC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
2
04 -22 -09
TITLE SHEET
COLUMBIA I� SUITE 101
SITE N0. CV393A
AUNTY COMMENTS DR BMO B
FAILS T IMM VA 22041 -2888
TEL_ lam? 671 -8000
�t &.t
0
02 -12 -09
FINAL CONSTRUCTION DRAWINGS
PRELIMINARY CONSTRUCTION
DR BRIO
No. 032984
DRAVANGS GMDV BMO ens t f �'-, p
A
01 -09 -09
a r c h i t e c t s
FAX' (M 871 -6300
3514 MONACAN TRAIL HIGHWAY
LIBERTY PIRA 1
MWNG NUMBER REV
NORTH GARDEN, VA 22959
801 �
NO.
DATE
REVISIONS
BY CHK APP'D `rIONAL ECG
SCALE: AS SHOWN
e n g 1 n e e r S
DESIGNED B. QUINN DRAWN CLAW
VA- CV393A -T -1 1
(�MNFO 5/oz/cm "10�0=0/ *_t/ t WIFLEPIIJA
6
i
W
k
2
VICINITY MAP
NOT TO SCALE
DESCRIPTION OF PROPOSED LEASE AREA
BEGINNING AT A r ROI REBAR SET, Y "BEARS, SOU1N 03 DECREES 13 MINUTES 35
SECONDS PAST. A DISTANCE OF 246.08 fEET FROM A r IRON REBAR FOUND AT A CORNER
COMMON TO REBECCA LEA WOODSEN (TAX MAR 87 PARCEL 51L DEED BORE 2539 PACE 149).
CARPENTER RACE. L.P. (TAX MM 87 PARCEL 3. DEED BOOK 1529 PACE 671) AND JAMES L
STERN. ET UX (TAX MM 87 PARCEL 3B, DEED BOOK 2250 PACE 310).
THENCE NORTH 87 DEGREES 55 MINUTES 02 SECONDS EAST, A DISTANCE OF 20.00 FELT TO A
J* RON REBAR SET.
THENCE SOUTH 02 DEGREES 04 MINUTES 58 SECONDS EAST, A DISTANCE OF 20.00 FEET TO A
r NUN REBAR SEM,
1N04CE SOUTH 87 DEGREES 55 MINUTES 02 SECONDS WEST. A DISTANCE OF 20.00 FEET TO A
r RON RMAR SET;
1HEHCE, NORTH 02 DEGREES 04 MINUTES 58 SECM403 WEST. A DISTANCE OF zo DO FEET TO THE
PORT OF BEGMHG. CONTAINING 400 SQUARE FEET. MORE OR LESS, AS SHOWN HEREON.
DESCRIPTION OF CENTERLINE OF A 20'
ACCESS/UTILITY EASEMENT
BEGINNING AT A POINT. WITCH BEARS NORTH 02 DEGREES 04 MINUMS 56 SECONDS WEST. A
DISTANCE m27 EE A r RON REBAR SET AT A Cp8♦E,R COMMON TO THE
THENCE. LEAVING SAID AFOREMENTIONED LEASE AREA. NORTH 72 DEGREES 51 MINUTES 58
SECONDS EAST. A DISTANCE OF 47.07 FEET TO A POINT,
THENCE. NORTH 82 DEGREES 37 MINUTES 39 SEONDS EAST. A DISTANCE OF 38.35 FEET TO A
POINT.,
THENCE NORTH 70 DEGREES 20 WRITES 48 SECONDS EAST. A DISTANCE OF 14.06 FEET TO A
POINT,
THENCE SOUTH 64 DEGREES 00 MINUTES 47 SECONDS EAST. A DISTANCE OF 34.96 FEET TO A
POINT.
THENCE SOUTH 30 DEGREES 38 MINUTES 48 SECONDS EAST. A DISTANCE OF 19.38 FEET TO A
POINT
THENCE SOUTH 40 DEGREES 21 MINUTES 39 SECONDS EAST. A DISTANCE OF 3751 FEET TO A
POINT.
THENCE, SOUTH 47 DEGREES 06 MINUTES 29 SECONDS EAST, A DISTANCE OF 3116 FEET TO A
POWs
TNNCE SOUTH 50 DEGREES 04 MINUTES 34 SECONDS EAST. A DISTANCE OF 19.64 FEET TO TIE
PONT OF TERMINUS ON THE WESTERLY FIGHT -OF -WAY LINE OF VRGINA ROUTE 29 (MONOCAN
TRAIL). CONTAINING 4.647 SQUARE FEET. MORE OR LESS AS SHOWN HEREON.
f '
N / \
p1M M 87
TM RACE LP. /
e7PAR 3
DO 1529 PG 671 \ KIF
*EVA S. WWOODSON
IM 97 PAR 5A
LINE TAME \ To 2313 PC 257
s
LINE I BEA R/G
Lt 20.00
20.00
L4 20.00 `\
L4 'W 20.00
1727
u w 1 47.07 / • /
L7 30.36
u 14.06
u ♦ 34.96
uO 19-311
191 �.SI /
L13
L13 19.64
/
LARNE
/ HOUSE
N/F /
A WWOSOBDSON `\
TM V PAR
DO 2639 PO 149 \ /'
JAMES L SYFRNL LT UX
TM 67 PM 3 / .
OB 2250 PO 311 0
I /
/ 1 /
1 I EASDLENT nu
O / /
4,747 50.FT.t '
/
/ 1 35 r ii iii Ilr�` Pmvm 20
p4� F/R T
P.O.B. 10smI 1 J i i r / Jy7j \ L1 /
/
/ 409 90.FT.t TM 87 P/0 PINE 60
t 13 .g / N y r„ Y ' 4+ 09 26A PO 149
1110 /rTf XrJ r�jitr$liilt \ 4A17 'B9 Fif /
IPWo LEASE/ AREA L
D9828Y9 P9 R 5 �12 1 �/b�,/
/ 400 50 Flt "Yr ` T2 }', i` 1S WHITE OAK \\ L12 TY OAP
/ �15`' _ '
' V V w FEEL• 7 .9o.
TE) 20 � , INY W7 k1t72&64 .6
/ T7 6 \ \
Is
' IB i ENTER L13 \ 440��
0
`\
RE7iE MO90S9N
iM TER LEA
77 PAR
\ De 2639 Pc 14 147
CONTOUR INTERVAL-1.o'
PROPOSED TOWER LOCATION INFORMATION
LATITUDE - 373734.3• N KAD 19&3
LONGITUDE - 78M'29.0• W NM 1967
ELEVATION IMF GROUND AT BASE OF PROPOSED TONER - 771•t2W NAVE IM
PP W /RGNSFORMFR /
/ 821 -82 -3
P.O.T. ET
27' MIT'
/
EARMENT
SO
4,9
� 4,68E ST.t
FLOOD NOTE
BY GRAPHIC PLOTTING ONLY. THE TRACT SHOWN
IS IN ZORE(S) _, AN AREA OF MINIMAL
Ro WINO (NO 9, O ). CIA. PANEL
N0. S100T,�rvN,OIXX . WHICH BEARS AN
QEECTVE DAIS OF FEBRUARY 4, 2003.
BOUNDARY SURVEY
OF PROPOSED LEASE COMPOUND
ALBEMARLE COUNTY, VIRGINIA
FOR: &C. ARCHITECTS. LLC.
IIMA MOT MIXED ASPHMS)
_•='
- NGIffiS/ECWSS EASEHFNT
EXISTING FENCE
4 L
M
y
L
- PROPERTY UNE
P �$J
\.
gg ✓.�.dA. SS
jr-
O
- 31V - 30' ROM SET
M
- TOTAL
P.O.B.
- PUNT OF BEGINNING
P.O.T.
- PUNT OF TFHNNUS
TM
- TAX MAP NUMBER
VICINITY MAP
NOT TO SCALE
DESCRIPTION OF PROPOSED LEASE AREA
BEGINNING AT A r ROI REBAR SET, Y "BEARS, SOU1N 03 DECREES 13 MINUTES 35
SECONDS PAST. A DISTANCE OF 246.08 fEET FROM A r IRON REBAR FOUND AT A CORNER
COMMON TO REBECCA LEA WOODSEN (TAX MAR 87 PARCEL 51L DEED BORE 2539 PACE 149).
CARPENTER RACE. L.P. (TAX MM 87 PARCEL 3. DEED BOOK 1529 PACE 671) AND JAMES L
STERN. ET UX (TAX MM 87 PARCEL 3B, DEED BOOK 2250 PACE 310).
THENCE NORTH 87 DEGREES 55 MINUTES 02 SECONDS EAST, A DISTANCE OF 20.00 FELT TO A
J* RON REBAR SET.
THENCE SOUTH 02 DEGREES 04 MINUTES 58 SECONDS EAST, A DISTANCE OF 20.00 FEET TO A
r NUN REBAR SEM,
1N04CE SOUTH 87 DEGREES 55 MINUTES 02 SECONDS WEST. A DISTANCE OF 20.00 FEET TO A
r RON RMAR SET;
1HEHCE, NORTH 02 DEGREES 04 MINUTES 58 SECM403 WEST. A DISTANCE OF zo DO FEET TO THE
PORT OF BEGMHG. CONTAINING 400 SQUARE FEET. MORE OR LESS, AS SHOWN HEREON.
DESCRIPTION OF CENTERLINE OF A 20'
ACCESS/UTILITY EASEMENT
BEGINNING AT A POINT. WITCH BEARS NORTH 02 DEGREES 04 MINUMS 56 SECONDS WEST. A
DISTANCE m27 EE A r RON REBAR SET AT A Cp8♦E,R COMMON TO THE
THENCE. LEAVING SAID AFOREMENTIONED LEASE AREA. NORTH 72 DEGREES 51 MINUTES 58
SECONDS EAST. A DISTANCE OF 47.07 FEET TO A POINT,
THENCE. NORTH 82 DEGREES 37 MINUTES 39 SEONDS EAST. A DISTANCE OF 38.35 FEET TO A
POINT.,
THENCE NORTH 70 DEGREES 20 WRITES 48 SECONDS EAST. A DISTANCE OF 14.06 FEET TO A
POINT,
THENCE SOUTH 64 DEGREES 00 MINUTES 47 SECONDS EAST. A DISTANCE OF 34.96 FEET TO A
POINT.
THENCE SOUTH 30 DEGREES 38 MINUTES 48 SECONDS EAST. A DISTANCE OF 19.38 FEET TO A
POINT
THENCE SOUTH 40 DEGREES 21 MINUTES 39 SECONDS EAST. A DISTANCE OF 3751 FEET TO A
POINT.
THENCE, SOUTH 47 DEGREES 06 MINUTES 29 SECONDS EAST, A DISTANCE OF 3116 FEET TO A
POWs
TNNCE SOUTH 50 DEGREES 04 MINUTES 34 SECONDS EAST. A DISTANCE OF 19.64 FEET TO TIE
PONT OF TERMINUS ON THE WESTERLY FIGHT -OF -WAY LINE OF VRGINA ROUTE 29 (MONOCAN
TRAIL). CONTAINING 4.647 SQUARE FEET. MORE OR LESS AS SHOWN HEREON.
f '
N / \
p1M M 87
TM RACE LP. /
e7PAR 3
DO 1529 PG 671 \ KIF
*EVA S. WWOODSON
IM 97 PAR 5A
LINE TAME \ To 2313 PC 257
s
LINE I BEA R/G
Lt 20.00
20.00
L4 20.00 `\
L4 'W 20.00
1727
u w 1 47.07 / • /
L7 30.36
u 14.06
u ♦ 34.96
uO 19-311
191 �.SI /
L13
L13 19.64
/
LARNE
/ HOUSE
N/F /
A WWOSOBDSON `\
TM V PAR
DO 2639 PO 149 \ /'
JAMES L SYFRNL LT UX
TM 67 PM 3 / .
OB 2250 PO 311 0
I /
/ 1 /
1 I EASDLENT nu
O / /
4,747 50.FT.t '
/
/ 1 35 r ii iii Ilr�` Pmvm 20
p4� F/R T
P.O.B. 10smI 1 J i i r / Jy7j \ L1 /
/
/ 409 90.FT.t TM 87 P/0 PINE 60
t 13 .g / N y r„ Y ' 4+ 09 26A PO 149
1110 /rTf XrJ r�jitr$liilt \ 4A17 'B9 Fif /
IPWo LEASE/ AREA L
D9828Y9 P9 R 5 �12 1 �/b�,/
/ 400 50 Flt "Yr ` T2 }', i` 1S WHITE OAK \\ L12 TY OAP
/ �15`' _ '
' V V w FEEL• 7 .9o.
TE) 20 � , INY W7 k1t72&64 .6
/ T7 6 \ \
Is
' IB i ENTER L13 \ 440��
0
`\
RE7iE MO90S9N
iM TER LEA
77 PAR
\ De 2639 Pc 14 147
CONTOUR INTERVAL-1.o'
PROPOSED TOWER LOCATION INFORMATION
LATITUDE - 373734.3• N KAD 19&3
LONGITUDE - 78M'29.0• W NM 1967
ELEVATION IMF GROUND AT BASE OF PROPOSED TONER - 771•t2W NAVE IM
PP W /RGNSFORMFR /
/ 821 -82 -3
P.O.T. ET
27' MIT'
/
EARMENT
SO
4,9
� 4,68E ST.t
FLOOD NOTE
BY GRAPHIC PLOTTING ONLY. THE TRACT SHOWN
IS IN ZORE(S) _, AN AREA OF MINIMAL
Ro WINO (NO 9, O ). CIA. PANEL
N0. S100T,�rvN,OIXX . WHICH BEARS AN
QEECTVE DAIS OF FEBRUARY 4, 2003.
BOUNDARY SURVEY
OF PROPOSED LEASE COMPOUND
ALBEMARLE COUNTY, VIRGINIA
FOR: &C. ARCHITECTS. LLC.
l
IIMA MOT MIXED ASPHMS)
_•='
- NGIffiS/ECWSS EASEHFNT
EXISTING FENCE
- EXISTING GUARDRAIL
M
-WOODS UKE
L
- PROPERTY UNE
- PUNT
O
- MONUMENT I%= (AS NOTED)
O
- 31V - 30' ROM SET
M
- TOTAL
P.O.B.
- PUNT OF BEGINNING
P.O.T.
- PUNT OF TFHNNUS
TM
- TAX MAP NUMBER
PAR
- PARCEL NUMBER
- PMT OF
R
- NOW OR FORMERLY
- RMUFT -OF -WAY
( 45' E 100.01 - OFED WAKING d DISTANCE
;'
PROPOSED TOWER STE
- UTILITY POLE
•
- EXISTING TOWER LEGS
- FIBER OPTIC MARKER
- FAS11N0 TREES
®�B
�s
a
l
IIMA MOT MIXED ASPHMS)
_•='
- NGIffiS/ECWSS EASEHFNT
EXISTING FENCE
- EXISTING GUARDRAIL
M
-WOODS UKE
L
- PROPERTY UNE
- PUNT
O
- MONUMENT I%= (AS NOTED)
O
- 31V - 30' ROM SET
M
- TOTAL
P.O.B.
- PUNT OF BEGINNING
P.O.T.
- PUNT OF TFHNNUS
TM
- TAX MAP NUMBER
PAR
- PARCEL NUMBER
- PMT OF
R
- NOW OR FORMERLY
- RMUFT -OF -WAY
( 45' E 100.01 - OFED WAKING d DISTANCE
;'
PROPOSED TOWER STE
- UTILITY POLE
•
- EXISTING TOWER LEGS
- FIBER OPTIC MARKER
- FAS11N0 TREES
■- IMIIIIIIIIIR-
I
N
O
1
�iI
N
N
O
z
0
10
0
U
O
rn
0
1
C-4
0
0
CV393 - Tree Base Elevations and Heights
LEGEND
NEW FENCE
• •
EXIST. FENCE
-X X X-
SETBACK
kDiam
EASEMENT
Remarks
LEASE
PROPERTY LINE
Feet
EXIST. CONTOUR
NEW CONTOUR
TYP. BUILDING
Red Oak
TYP. ROAD
68
CV393 - Tree Base Elevations and Heights
FENCE TYPE
Tree #
Species
Base
Elev
Crown
Height
Crown
Elev
kDiam
Notes
Remarks
Feet
101
Red Oak
NA
68
NA
102
Willow Oak
NA
67
NA
103
White Oak
NA
66
NA
10
104
Tulip Poplar
NA
73
NA
12
105
Virginia Pine
NA
69
NA
10
106
White Oak
NA
53
NA
8
107
Hickory
772.4
57
829.4
6
TBR
Within 25'
108
Black Locust
772.7
49
821.7
5
Within 25'
109
Maple
768.0
61
829.0
9
Within 25'
110
Maple
769.0
59
828.0
6
Within 25'
111
Maple
NA
58
1 NA
12
112
White Oak
NA
51
NA
8
113
Maple
NA
63
NA
9
114
Tulip Poplar
NA
85
NA
16
115
Tulip Poplar
766.0
75
841.0
B-12
Within 25'
116
Maple
NA
51
NA
12
117
Red Oak
765.0
51
816.0
7
Within 26
118
Hickory
NA
62
NA
8
119
Maple
NA
53
NA
5
120
White Oak
766.8
39
805.8
4
Within 25'
121
Maple
NA
56
NA
4-6
122
Tulip Poplar
768.9
72
840.9
13
Within 25'
123
Hickory
NA
60
NA
5
124
Maple
NA
59
NA
7
125
Red Oak
NA
65
NA
5
126
Hickory
NA
64
NA
7
127
Tulip Popla
770.3
76
846.3
10
Reftree
128
Hickory
NA
74
NA
6
TBR
129
Hickory
771.3
65
836.3
7
TBR
Within 25'
130
Maple
NA
68
NA
9
131
Cherry
NA
73
NA
10
132
Maple
772.0
65
837.0
12
TBR
Within 25'
133
Maple
772.9
42
814.9
4
Within 25'
134
White Oak
NA
40
NA
4
135
Red Oak
NA
66
NA
4
136
Hickory
NA
60
NA
4
MR =
To be removad
Elevation data at trees 109, 110 and 115 is incomplete -'
N
JAMES L STERN. ET UX
TM 87 PAR 3B
DB 2250 PG 310 -
SCALE IN FEET
0 40 80 160 240
N/F
CARPENTER PLACE L.P.
TM 87 PAR 3
OB 1529 PG 671
EXISTING HOUSE
//,
flT=EA OF E
2466.92
SITE PLAN 9
TRUE NORTH SCALE: 1' =80' 11.17
A -o -o
SCALE: 1' =40' 2406
23
S�
J� PROPOSED AT&T
20' ACCESS /UTILITY
EASEMENT
.`O
EXISTING PP W/
TRANSFORMER
III 621 -B2 -3
SITE PLAN NOTES:
1. EXISTING STRUCTURE, BOUNDARY,
TRUE NORTH, AND TOPOGRAPHIC
INFORMATION WERE TAKEN FROM A
SURVEY BY THRASHER ENGINEERING
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 DISCLOSE
4. SUBJECT TO ALL RIGHTS, EASEMENTS,
COVENANTS, OR RESTRICTIONS OF
RECOED.
5. A BOUNDARY SURVEY WAS 140T
PERFORMED BY CLOUGH HARBOUR &
ASSOCIATES IN CONJUNCTION WITH
THE PREPARATION OF THIS SITE
6. NOT TO BE USED FOR LAND
TRANSACTION PURPOSES.
TREE PROTECTION
FENCE TYPE
EST. QUANTITY
PERMANENT
117'
TEMP 0 ACCES RE
219'
NOTE ICE BRIDGE COMPONENTS,
CON( CABLES, ANTENNAS, AND
SUPPORTS TO BE PAINTED
BROWN (SHERMN WILUAMS
#6090). FINAL CHOICE TO BE
APPROVED ElY ALBEMARLE
COUNTY.
PROPOSED TOWER COORDINATES
LAMIlDE: N 37 57' 34.3'
LONGITUDE: W 7B 39' 29.0'
GROUND ELEV.: 771"
3 ffUk w, - -- ''Z• BC ARCHITECTS ENGINEERS
2 CHRISTOPHER D. FALLS CHURCH, VA
SITENAME: CROSS ROADS 1 04 -22 -09 COUNTY COMMENTS DR BMO B MORIN
� � � S - t01 SITE NO. CV393A at8ct
--- � FAUS C161R171, VA 22M1 -2866 D 02 -12 -09 FINAL CONSTRUCTION DRAYANGS DR BMO SITE PLAN
TEL (M) 671 -600D N 032984
a r c h i t e c t s FAX: M 671 -UW 3514 MONACAN TRAIL HIGHWAY �Y RM 1 A o1 -09 -09 PRELIMINARY CONSTRUCTION DRAWINGS cMw BMO e , 99� DRAW
NORTH GARDEN, VA 22959 aFT1 NO. DATE REVISaNS BY cwK APPro Sj01VAL���
e n g i n e e r S SCALE. AS SHOWN DESIGNED B. QUINN DRAWN _ GMw
CV393 - Tree Base Elevations and Heights
1
Tree #
Species
Base
Dev
Crown
Height
Crown
Elev
Diam
Notes
Remarks
SCALE 1'-10 241135
Feet
e
Inches
I
I
101
Red Oak
NA
68
NA
9
CABINETS ON AN 10'XlEV
102
Willow Oak
NA
67
NA
10
23 /
103
White Oak
NA
66
NA
10
DATUM OF ICE BRIDGE. CABLE! AND ANTENNAS SHALL BE
/
104
Tulip Poplar
NA
1 73
1 NA
12
EXCEED 1 N
105
Virginia Pine
NA
69
NA
10
106
lWhite Oak
NA
53
NA
8
IWitlh,.n
107
lHickory
772.4
57
829.4
6
TBR
108
Black Locust
772.7
49
821.7
5
109
Maple
768.0
61
829.0
9
110
Maple
769.0
59
828.0
6
Within W
111
Maple
NA
58
NA
t2
112
White Oak
NA
51
NA
8
113
Maple
NA
63
NA
9
114
Tulip Poplar
NA
85
NA
16
115
Tulip Poplar
766.01
75
841.0
8-12
Within 2S
116
Maple
NA
51
NA
12
117
Red Oak
765.0
51
816.0
7
Within 25
118
Hickory
NA
62
NA
8
119
Maple
NA
53
1 NA
5
120
White Oak
766.8
39
1 805.8
4
Within 25
121
Maple
NA
56
1 NA
4-6
122
Tulip Poplar
768.9
72
840.9
13
Within 25
123
Hickory
NA
00
NA
5
124
Maple
NA
1 59
NA
7
Red Oak
NA
65
NA
5
Hickory
NA
64
NA
7
Tulip Popla
770.3
76
646.3
10
Rettree
K125
Hicko
NA
74
NA
6
TBR
Hickory
771.3
65
836.3
7
TBR
Within 25
Ma le
NA
68
NA
9
Che
NA
73
NA
10
Maple
772.0
65
837.D
12
TBR
Within 25
133
Maple
772.9
42
814.9
4
Within 25
134
White Oak
NA
40
NA
4
135
Red Oak
NA
66
NA
4
136
Hickory
NA
60
NA
4
TBR = To be removed
.. _..
Elevation data at trees 109, 110 . and 115 :._I s Incom lete
- -
z _
TREE PROTECTION
1
79' -4'
.ui
7 ' . k I
I
v 1. EXISTING SPECIMEN TREES TO
,c
II
REMAIN SHALL RECEIVE TREE
PROTECTION BARRIERS AS INDICATED
n THROUGHOUT CONSTRUCTION - SEE
v ARBORISTS CONSERVATION PLAN
113
C 2. THE }EIGHT OF THE TALLEST TREE
3 WTTMN 25' RADIUS OF THE
c . PROPOSED METAL POLE IS 76'
a_
a
C) LEM
N
I
0 o - TEMPORARY TREE PROTECTION FENCING
PERMANENT TREE PROTECTION FENCING TO REMAIN
c - . - - . - . - - ACCESSAMLTTY EASEMENT
- - - - -
-LEASE AREA
° - - - - - - EXISTING CONTOURS
} AREA OF DISTURBANCE
00
IN
SCALE IN FEET
N 0 5 10 20 30
0
°
5659 00111M Pal St11E 101
FALLS OtAI M VA 22041 -2866
TEL (70.1) 671 -6800
3 r C h i t e C t s FAX: (703) 571 -63W
I
o e n g i n e e r s
106
E 1
10
�f
105 104
PROPOSED AT&T TELCO
1 ENCLOSURE, AC PANEL
BOARD. METER &
- a _ PROP wECT MOIAiTFa TO
NTOUR- : LNISTRUTS ATExNED TO
CANOPY PIPES
PROVIDE 1001
EXISTING GEOTEXTILE FABRIC
CONTOUR & 157 STONE 1 '
_WITHIN EENCE A -:
/ , 1
GRUB & REMC'•:
ALL TREES AND
Cl NVEG- anON-YFTRIN
FENCED AREA---N
PROPOSED AT&T
EQUIPMENT
CABINETS ON AN
10'08' COW. PAD
PROPOSED AT &T RUSH
MOUNTED ANTENNAS (TYP. 1
PER SECTOR - 3 TOTAL).
PAINTED BROWN
109
PROPOSED TEMPORARY TREE /
PROTECTION FENCE (TYP) - -/
117 5 PROPOSED PERW
TREE PROTECTION
A -5 FENCE (TYP) -
COMPOUND PLAN
SCALE: 1' =10' 11x17 A -L
SCALE: 1' =5' 2436
SITE NAME: CROSS ROADS
SITE NO. CV393A
3514 MONACAN TRAIL HIGHWAY
NORTH GARDEN, VA 22959
6 at&t
UM RIGA 1
4601 COIL W 3161E 300
i;Lol MIEN. VA 23060
PROPOSED LIMITS OF
DISTURBANCE /LOCATION
OF SILT FENCE
PROPOSED AT &T
12' GRAVEL
ACCESS ROAD
101 PROPOSED AT &T
20' ACCESS/UTILfTY
134 XCONDUITS - LOCATE
, =CC OF TREE
DRIPLNES -
COORiDINATE WITH
PRC.. :-T ARBURIST-
PROPOSED LIGHTNING ROD 24' X 10 MAX
/ "TOWER,?". TR OF POLE
I
PROPOSED AT &T FLUSH
MOUNTED ANTENNAS (". 1
PER SECTOR - 3 TOTAL).
PAINT TO MATCH POLE
WOOD FENCE
(PAINTED BROWN)
- 1
1
79' -4'
'-0' HIGHER
TREE WITHIN
WRUN
SCALE 1' =20' 1107 A -1
D BROWN
SCALE 1'-10 241135
RUN INSIDE
e
MONOPOLE
I
I
PROPOSED AT &T
9�
ICEBRIDGE
0
PROPOSED AT&T EOUIPMENT
CABINETS ON AN 10'XlEV
WOOD FENCE
(PAINTED BROWN)
- 1
T 1
ELEVATION t2
SCALE 1' =20' 1107 A -1
SCALE 1'-10 241135
SCALE IN FEET
%24V
0
.0 60
TOWER BASE:
MONOPOLE EQUIPMENT NOTES:
/
LATITUDE- 37 57' 34.3'
.,
1
/
/
LONGITUDE: 78' 39' 29.0'
23 /
(PER NORTH AAIEIiIGW DATUM OF 1983) 2. MONOPOLE DIAMM NOT TO EXCEED 30' AT
/
/
ELEVATION: 771'3 AMSL
1 1 HP
/
(PER NORTH AMERICAN VERTICAL
DATUM OF ICE BRIDGE. CABLE! AND ANTENNAS SHALL BE
/
1988)
4
� BROWN. FlNAL SELECT]
EXCEED 1 N
TYAIETER AND WILL NOT EXTEND MORE THAN 2'
ABOVE THE TOP Of THE MONOPOLE.y�
TRUE NORTH
04 -22 -09 POLE HEIGHT
02 -12 -09 FINN. CONSTRUCTION DRAWINGS
01 -09-09 PRELIMINARY CONSTRUCTION DRAWINGS
DATE REVISIONS
.E: AS SHOWN IDESIGNIFID B. 0111NN
6. ALL MONOPOLE CABLES AND WIRES SHALL BE
LOCATED IWMIOIY TO THE MONOPOLE
OP SQUARE INCHES Ili AREA.
t, (%V ARCHITECTS ENGINEERS
CHRISTO HER D. FALLS CHURCH, VA
R BMQ B MORIN
R BM0 B No. 032984 COMPOV«O PLAN & ELEVATION
O APF'° of • L � Ct DRAWING NUMBER
Y CHK D
VA- CV393A -A -1
t�vp '
CONCRETE AND REINFORCING STEEL NOTES
1. ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE (ACI
318 -08) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND (ACI 301) STANDARD SPECIFICATION
FOR STRUCTURAL CONCRETE. All CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318,
ASTM A184 AND ASTM A185 AND THE DEIGN AND CONTRUCTION SPECIFICATION FOR CAST IN PLACE CONCRETE,
2. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS WHEN TESTED IN
ACCORDANCE WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM C 172,
ASTM C31 AND ASTM C39 UNLESS OTHERWISE NOTED.
3. REINFORCING STEEL SHWA CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE.
WELDING WIRE FABRIC SHWA CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS OTHERWISE NOTED.
SPLICES SHALL BE CLASS 'B' AND ALL HOOKS SHALL BE STANDARD, UNLESS NOTED OTHERWISE.
4. DETAILING SHALL BE IN ACCORDANCE WITH ACI DETAILING MANUAL (ACI SP- 66(04)).
5. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4' IN ACCORDANCE WITH ACI 301 SECTION 4.2.2. UNLESS
OTHERWISE NOTED.
6. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF
REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. CONCRETE COVER SHALL BE 3' MINIMUM.
7. TOP OF FOUNDATION TO HAVE A 'BRUSH FINISH'.
8. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER.
9. ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING OR SPILLS.
3/4'
THE 'UNDISTURBED SOIL' BASE
SHALL BE COMPACTED WITH A HAND
OPERATED DOUBLE DRUM, VIBRATORY
ROLLER, VIBRATORY PLATE
COMPACTOR OR JUMPING JACK
COMPACTOR TO AT LEAST 907
MODIFIED PROCTOR MAXIMUM DENSITY
PER ASTM D 1557 METHOD C.
0
U
EXCAVATE AS REQUIRED TO
REMOVE VEGETATION & TOP SOIL,
EXPOSE UNDISTURBED NATURAL
SUB GRADE PLACE A MINIMUM OF
4' GRAVEL. GRAVEL SHALL PASS A
ONE INCH SIEVE
NOTES,•
1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL
SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED.
2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED
GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE
3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFlCATION, THE 'UNDISTURBED SOIL' BASE
SHALL BE COMPACTED WITH 'COMPACTION EQUIPMENT', LISTED BELOW, TO AT LEAST 907
MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C.
4. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6' MINIMUM CRUSHED STONE OR
GRAVEL COMPACTED IN 3' LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR
CRUSHED WITH 1007 PASSING 1' SIEVE
5. AS AN ALTERNATIVE TO ITEMS 2 AND 3 PRODFROLL THE SUBGRADE SOILS WITH 5 PASSES OF A
MEDIUM SIZED VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR
RAND - OPERATED SINGLE DRUM VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). ANY SOFT AREAS
THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL- GRADED GRANULAR
FILL, AND COMPACTED AS STATED ABOVE.
COMPACTION EQUIPMENT
HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JIAJPMG JACK COMPACTOR.
SOIL COMPACTION NOTES FOR SLAB ON GRADE
SECTION 1 -1
7"
6' FOUNDATION SLAB REINF. WITH
#4 012' OR WELD WIRE FABRIC
INK 6X6 -D8 /M
0
1
0
HE
OUTLINE FOR GENERATOR
(3' X 16-41
EQUIPMENT FOUNDATION DETAILS 1
SCALE: N.T.S. A-2
TSITE NAME: CROSS ROADS
1 � PK SLUE 101 SITE NO CV393A
-. FALLS CHIJKN, VA nN1 -2B66
m: (jai) 671 -MM
a r c h i t e c i s FAX: (7q 621-8300 3514 MONACAN TRAIL HIGHWAY
i
NORTH GARDEN, VA 22959
e n g n e e r s
1
4' THICK LAYER OF 3/4' DIA
CRUSHED STONE BASE ON
UNDISTURBED EARTH. FINAL GRADE
SLOPE AWAY FROM CONCRETE.
EXISTING UNDISTURBED VIRGIN
SOIL OR COMPACTED FILL
at &t
LIBERTY PLAZA 1
4801 COX RD. SURE 300
" &LEK VA 23060
CANOPY POST
ice•)
18' x 18' TELCO NEMA 311
ENCLOSURE W/ T1 SURGE
ARRESTORS (TRANSTECTOR TSI -X6
OR EQUAL) AND GROUND BAR
(MR 1/4' x 1' x 51
2' PVC TELCO
CONDUIT TO GSM CABINET
12 AWG CU (TYPE
THHN/THWN) GROUND
IN 1' PVC
3' PVC TELCO
CONDUIT W/ PULLWIRE
GROUN
CONTRACTOR SHALL FURNISH & INSTAL (2) 15OW
QUARTZ FLOOD LIGHTS (RAB ELEC. CAT} QF150)
MOUNT FLOOD LIGHTS ON ROUND WEATHER
PROOF BOX & COVER W/ 3/4' HUBS. MOUNT
FLOOD LIGHT AND SWITCH ASSEMBLY TO 3' PIPE
USK HUBBELL MINILITER N SERIES PIPE CLAMP
FITTINGS FOR 3 1/2' O.D. PIPE OR EQUAL,,
WEATHERPROOF LOCKABLE LIGHT 51WTCH.
HUBBELL CAT #HBL1221RKL (SWITCH)
WGF100 -CV (COVER PLATE) T14 -PL (BC
WEATHERPROOF GFI RECEPTACLE.
THOMAS AND BETTS CAT# (RECEPTACLE)
WGF100 -CV (COVER PLATE) T14-PL (B(
2 - #12 AWG CU & 1 - #12 GND (TYPE
THHNAHWN) IN 3/4' PVC
GRADE
CANOPY POST
GROUND LEAD
GROUND RING
CENTER POST (APPROX.
6' -0' TALL) -\
INSTALL TELCO BOX ON SIDE
OPPOSITE OF THE GENERATOR
PLUG ON THE POWER CABINET
GENERATOR PLUG
MODULAR AC
POWER CABINET
GALV. GRIP UNISTRUTS
& ATTACHMENT
HARDWARE (TYP.)
2' PVC TO
GENERATOR
2' PVC POWER
CONDUIT TO
GSM CABINET
EX. GRADE
3' PVC POWER
CONDUIT GROUND ROD
POWER
CENTER POST
(APPROX. 6' -0' TAI)
POST
(TYPA)
NOTE:
LIGHT SWITCH AND WEATHERPROOF
GFI RECEPTACLE SHALL BE INSTATED
ON THE INSIDE OF THE POST
NEAREST TO THE CANOPY ENTRANCE.
POST
CENTER GROUND LEAD I CANOPY POST
GROUND LEAD
H —FRAME DETAIL (FRONT & BACK VIEW 2
A-2
02-12-091 FINAL CONSTRUCNON DRAWINGS I DR I BMQ 150
01 -09 -09 PREUMINARY CONSTRUCTION DRAWINGS IGMWISMO BI
DATE I REVISIONS I BY I CHK AP
,E: AS SHOWN DESIGNED B. QUIZ DRIWON - sm � -
OF
CHRISTOPHER D
MORIN
No. 032984
� 2AL 0
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
ON DETAILS & EQUIPMENT SPECS
DRAWING NUMBER REV
VA- CV393A -A -2 0 i
PROPOSED TOWER --,,
319a��1 '� Jas.
a
ICE BRIDGE
STRUCTURE FIELD VERIFY i'_p^ REIS 2106/3106
2 �
CANOPY STRUCTURE
0
°O E
MI(FRONT)
CABLE LADDER— '
DO NOT EXCEED 0 1 3/4^ 47 5/8" 1 3/4"
TRANSMISSION LINE
BENDING RADIUS gPfiONAL CABLE BASE FRAME FOOTPRINT (BOTTOMi
LIMITS (18' -24'
DRIP LOOP).
E NOTE: THE REIS 3106 C1ONET IS THE SAME AS THE GSM REIS 2106.
A � E (REF. PRODUCT DESCRIPTION 22101 -FGC 101 749 Len Rev A)
EITS CABINET 4 O^
MASTER GROUND
BAR
MOUNTING
CONCRETE PAD BASE
12' THICK
JUMPER
\ \fir s ?� ,�� /.��e �� . •�� .� /i �� • % / \ \��\��\ . �. � \ \�� \ \�� \\ �' l\\
ERISSON REIS 2106/3106 MINIMUM CLEARANCES
"'RECTKIN
MINIMUM CLEARANCE
CABINET FRONT
55'
CABINET REAR
2•
CABINET LEFT
0•
( (3' MI:,
CABINET III O
AIHOVE THE CABIO
-
t2 CABINET SIDE ELEVATION �1
N EQUIPMENT DESIGN AND INSTALLATION DETAILS
A -3 A-3
N
O
Oi
O
N CANOPY LADDER
POST—" COAX RI- NOTES:
0
AIDING 1. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY 9. DELETED 14. APPROVED GROUNDING KITS WHICH INCLUDE GROUNDING STRAPS.
KIT SUBCONTACTORS. SWLL BE USED TO GROUND THE COAXIAL CABLE SHIELDS, AND
u, 10. 7/16 DIN CONNECTORS REQUIRE NO WEATHER PROOFING IN INDOOR CONDUITS. THE GROUND CONNECTORS FOR THE KITS AT THE TOP OF
0 2. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED. APPLICATIONS. IN OUTDOOR APPLICATIONS WEATHER PROOFING IS THE TOWER, AND IN THE MIDDLE SECTION OF THE TOWER ARE BONDED
REQUIRED AND THE FOLLOWING PROCEDURE SHOULD BE FOLLOWED,* DIRECTLY TO TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED
a 3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE APPLY A 'COURTESY' WRAP OF ONE LAYER OF 7MIL THICK VINYL CLAMP CONNECTIONS,
REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), ELECTRICAL TAPE EXTENDING APPROXIMATELY TWO (2) INCH ON EACH 15. ALL RADIO SIGNAL CABLE SHALL BE LABELED PER MARKET
BTS CABINET UMPER CHAPTER B. SIDE OF THE COAX CABLE/ CONNECTOR JUNCTURE. REQUIREMENTS.
4. ALL SPECIFIED MATERIAL. FOR EACH LOCATIONS (E G 01J1D00RS, USING WEATHERPROOFING KIT APPROVED BY CABLE MANUFACTURER AND
v INDOORS- OCCUPIED, INDOORS- UNOCCUPIED, OLENUMS, RISER SHAFTS, 16. DELETED THE
LNPLEXER ETC.) SWILL BE APPROVED. LISTED, OR LABELED AS REQUIRED BY THE ONNMECTORRANQ WRAP 2 TOWARD THEINCHES OHNECTOR THEN
GROUND BAR NEC 17. DELETED
o (MOUNT BELOW REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE
a 5. FOLLOW THE TECHNICAL GUIDELINE FOR OUTSIDE ANTENNA JUMPER CONNECTOR OR SURGE ARRESTOR UNIT; THREE (3) TO FOUR (4) INCHES 18• MHA/TLW'S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLIED
DIPLEXER)
� o SUPPORT (24782- 31U -GIX- 00001). HARDLINE CABLE SHAT BE BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE TO THE SUBCONTRACTOR (WHERE REQUIRED) AND INSTALLED BY THE
SUPPORTED AS REQUIRED BY THE MANUFACTURER BUT AT A MINIMUM OF DOWN FOR ANOTHER INCH OR TWO. ADD THE BUM. RUBBER AND FINISH SUBCONIRACTOR. THE GROUND CONDUCTORS OF THE TMMA MAY BE
EVERY THREE (3) FEET, EXCEPT INSIDE MONOPOLES OR LATTICE TOWERS WITH A FINAL LAYER OF TAPE. COLD SHRINK IS STRICTLY PROHIBITED. BONDED DIRECTLY TO THE TOWER STEEL USING EXOTHERMIC, BOLTED, OR
o WHERE CABLE AND CONNECTOR MANUFACTURERS RECOMMENDATIONS 11 DELETED APPROVED CLAMP CONNECTIONS. EXOTHERMIC WELDS SHWJ BE
N rll_�(FIELD SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE
I RIFY ACCESSORIES SHALL BE USED. 12. ANTENNAS SWU1 BE PAINTED, WHEN REQUIRED, BY THE LANDLORD TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. GTH OR AUTHORITY RNVINNG JURISDICTION IN ACCORDANCE WITH ANTENNA 19. ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED
6. THE OUTDOOR CABLE SUPPORT SYSTEM SWILL BE PROVIDED WITH AN MANUFACTURERS, SURFACE PREPARATION AND PANTING REQUIREMENTS. AND REPORTED IN ACCORDANCE WITH THE REQUIREMENTS OF AT&T -GSM
ICE SHIELD TO SUPPORT AND PROTECT ANTENNA CABLE RUNS. SERVICES PROJECT DOCUMENT NO. 24782 - 000- 3PS- EFYO- OOD01•
o ,�.; _ 13. CABLE SHIELDS. AMD TOWER COHDUffS SHAT BE GROUNDED AT THE CONTRACTOR WILL NOT ACCEPT A RADIO SIGNAL CABLE INSTALLATION WITH
'`' ;7. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR pUTD00R BlS CABINETS TOP OF THE TOWER, WITHIN 10 FEET OF TNEIN CONNECTORS, AND AT UNSATISFACTORY SWEEP RESULTS.
. ; a : THE BOTTOM OF THE TOWER ABOUT 6 INCHES BEFORE THEY TURN
} TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT. � TOWARD THE FAgUTY. THEY SHALL BO GROUNDED AT THE MIDPOINT OF
TOWERS THAT ARE BETWEEN 100 FEET AND 200 FEET HIGH, AND AT
` 8. ALL FEEDER LINE AND JUMPER CONNECTORS FOR AT &T GSM SHALL INTERVALS OF 10O FEET OR LESS ON TOWERS THAT ARE HIGHER THAN
M BE AT &T APPROVED 7/16 DIN CABLE CONNECTORS THAT MEETIP68 200 FEET.
STANDARDS.
CABLE TRANSITION TO CABINET 2 TH OP
o A -3 7\1
_ BC ARCHITECTS ENGINEERS
2 CHRISTOPHER D. FALLS CHURCH, VA
SITE NAME: CROSS ROADS MORIN
F LL C011""�" 2 41- 101 SITE NO CV393A �t &t No. 032984 EQUIPMENT SPECS
FADS CMIRCN, VA 22041 -21168 • O 02 -12 -09 FINAL CONSTRUCTION DRAWINGS DR BPMQ B
TEL- (703) 671 -8000
cI 3 r C h i t e C t S FAX: M 671 -63W 3514 MONACAN TRAIL HIGHWAY LIBE1tIY PLAZA 9 A Ot -09 -09 PRELIMINARY CONSTRUCTION DRAWWGS GMW ®►1a0 u ) � DRAWING NUMBER REV
T NORTH GARDEN, VA 22959'„ N0. DATE REVISIONS 13Y CHIC APP' I�NAL VA— CV393A —A -3 0
o e n g i n e e r s SCALE: AS SHOWN DESIGNED B. PAWN PRAWN GMw
1
N
0
I
a
6 AWG STRANDED COPPER,
GREEN INSULATION
°o c
EARTHING EARTHING DOLT TO
ERICCSON REIS 2106 W/ BBU
o 9500 EARTHING CONNECTION 1
r
T�u A -4
n
0
W,
z
N
0
o:
a
0
1 sees M"M M mm 101
O "'"'° FALLS MRM VA 22041 -2868
TEL- (707) 871 -6oM
a r c h 1 t e C t s FAI< t703) 871 -UM
N
1
o e n g i n e e r s
SITE NAME: CROSS ROADS
SITE NO. CV393A
3514 MONACAN TRAIL HIGHWAY
NORTH GARDEN, VA 22959
CV393 - Tree Base Elevations
and
Heights
Tree #
Species
RBS 2106
Crown
Height
Crown
Elev
RF CONNECTION BOX
Notes
Remarks
CABINET FRONT
(COVER REMOVED)
Feet
Inches
101
t
AC CABLE FITTING
NA
68
NA
9
102
1
2 AWG TINNED SOLID
NA
67
NA
10
103
TO GND
COPPER EARTHING CABLE
INSTALLATION FRAME
C)
104
Tulip Poplar
RING
12
105
Virginia Pine
NA
P49821.7
10
INSTALLATION FRAME
White Oak
TOOTHED PLATE CONNECT(
8
BASE FRAME 9250
107
Hickory
772.4
AC CONNECTIO
TBR
CABLE LUG
_
-
_
772.7
BOX WALL
5
Within 25'
109
Maple
TO GND
NUT
STAR WASHER
829.0
9
TO INSTALLATION
FRAME
Within 25'
6 AWG STRANDED COPPER,
Maple
769 3
59
828.0
GREEN INSULATION
Within 25'
111
Maple
'C' COMPRESSION
58
51
BBU 9500
12
CONNECTOR BURNDY
White Oak
8
113
Maple
NA
63
N.
YGHP2C6W6W OR
_
114
Tulip Poplar
NA
85
APPROVED EQUAL
16
TO BBU
115
Tuli Po lar
P
766.0
75
9500 FRAME
8 ?
12
twiP
116
TO BASE
NA
51
BASE FRAME
FRAME
Red Oak
/ 9250
51
816.0
7
TO GND RING
n 25'
118
Hickory
NA
THROUGH CABLE
NA
8
119
LEAD -IN BLOCK
IN BBU 9500
53
NA
5
s
120
White Oak
2 AWG TINNED
SOLID COPPER
39
805.8
4
Wr.�in 25'
121
Maple
o',
TO GROUND RING
4-6
6 AWG STRANDED COPPER,
GREEN INSULATION
°o c
EARTHING EARTHING DOLT TO
ERICCSON REIS 2106 W/ BBU
o 9500 EARTHING CONNECTION 1
r
T�u A -4
n
0
W,
z
N
0
o:
a
0
1 sees M"M M mm 101
O "'"'° FALLS MRM VA 22041 -2868
TEL- (707) 871 -6oM
a r c h 1 t e C t s FAI< t703) 871 -UM
N
1
o e n g i n e e r s
SITE NAME: CROSS ROADS
SITE NO. CV393A
3514 MONACAN TRAIL HIGHWAY
NORTH GARDEN, VA 22959
CV393 - Tree Base Elevations
and
Heights
Tree #
Species
Base
Elev
Crown
Height
Crown
Elev
Diam
Notes
Remarks
Feet
Inches
101
Red Oak
NA
68
NA
9
102
illw Oak
Wo
NA
67
NA
10
103
White Oak
NA
10
104
Tulip Poplar
NA
12
105
Virginia Pine
NA
P49821.7
10
106
White Oak
NA
8
107
Hickory
772.4
6
TBR
Within 25'
108
Black Locust
772.7
5
Within 25'
109
Maple
768.0
_
61
829.0
9
Within 25'
110
Maple
769 3
59
828.0
6
Within 25'
111
Maple
i, •
58
51
NA
"A
12
112
White Oak
8
113
Maple
NA
63
N.
9
_
114
Tulip Poplar
NA
85
NA
16
115
Tuli Po lar
P
766.0
75
841.0
8 ?
12
twiP
116
Maple
NA
51
NA
117
Red Oak
755.0
51
816.0
7
n 25'
118
Hickory
NA
62
NA
8
119
Maple
53
NA
5
120
White Oak
39
805.8
4
Wr.�in 25'
121
Maple
56
NA
4-6
122
Tulip Poplar
r768.9
72
840.9
Within 25'
123
Hickory
60
NA
P76
124
Maple
59
NA
125
Red Oak
NA
65
NA
126
Hickory
NA
64
NA
127
Tulip Poplai
770.3
76
846.3
1 10
Ref tree
128
Hickory
NA
74
NA
6
TBR
129
Hickory
771.3
65
836.3
7
TBR
Within 25'
130
Maple
NA
68
NA
9
131
Cherry
NA
73
1 NA
10
132
Maple
772.0
65
837.0
12
TBR
Within 25'
133
Maple
772.9
42
814.9
4
Within 25'
134
White Oak
NA
40
NA
4
135
Red Oak
NA
66
NA
4
136
Hickory
NA
60
NA
4
TBR =
To be removed
j
Elevation data at trees 109, 110 and 115 is incomplete
at &t
IBERl1' PLAZA 1
4801 = RD. SURE 300
GLEN MIEN. WI 23060
h
^! 3!
:1) 51
TREE HEIGHT DIAGRAM /2�
SCALE: NTS A -4
1 04-22-091 POLE HEIGHT
0 02 -12 -09 FN& CONSTRUCTION DRAWINGS
A 01 -09-09 PRELIMINARY CONSTRUCTION DRAWINGS
NO. DATE REVISIONS
SCALE; AS SHOWN IDESIGNED B. QUINN
TH Op D
'1 1
v ti
CHRISTOPHER D.
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
R BMO MORIN
R BMO B
No. 032964
EQUIPMENT SPECS & TREE DIAGRAM
IW BMO BM , ( zz O 1
Chi i'
DRAWING NUMBER
Y CHK APP'D WAIL. E�yCs
GMw
VA- CV393A -A -4
PROPOSED B
METAL POLE
ANTENNA TOWER BASE
coo"
m� N—AT &T FLUSH MOUNTED
o $ ANTENNAS (". OF 1
ti PER SECTOR -3 TOTAL)
ANTENNA PLAN VIEW 1
SCALE: NTS A -5
o�
3
v
N
I
N
O
O
O
N
I
0
PRODUCT POLE
NUMBER DESCRIPTION
DIAMETER
I
B2592 UNIVERSAL TRl- BRACKET
1' -2'
4' -5'
82593 UNIVERSAL TR!- BRACKET
2' -3'
0
62594 UN1I�RSAL TRI- BRACKET
U
a
M
O
M
U
c
-
J
3
K
H
ro
o
ANTENNA SEE FINAL RF
a
BUILDING SHEET FOR
I
CORRECT DIMENSION
v.
c
.3
0
0
i=
M
N
ELEVATION OF ANTENNAS z
SCALE: NTS
A -5
z
O
Q
a
5659 coub IA T sun 101
FAILS cxlllriLt VA ?2041 -2866
o+
TEL• (703) 671 -6000
a r c h i t e c t s
FAX- (M) 671 -6300
Ne
n g i n e e r s
0
PROPOSED ANTENNA
MOUNTING
MICROFLECi
PARE AND A
/81865 OR
ANTENNA, SEE
SCHEDULE
NOTE:
THE DISTANCE FROM THE OUTSIDE
FACE OF THE POLE TO THE OUTSIDE
FACE OF THE PANEL ANTENNA SHALL
NOT EXCEED
- SECTOR ADAPTER KR
#61665 OR EQUAL 10"
1.88"
12.71°
BOTTOM VILIY FRONT ELEVATION
ANTENNA DETAIL 4
SCALE: N.T.S. A -5
SITE NAME: CROSS ROADS
SITE NO. CV393A at &'t
3514 MONACAN TRAIL HIGHWAY umm RATA 1
NORTH GARDEN, VA 22959 ,601 M uFRA 2 300
GUN N. 1w a3069
.FENCING AND ARMORI
CT 1PE BY
12 INCHES
PRODUCT DESCRIPION '��MElFR
NUMBER _
82592 _ AI- TR- BRACKET 1 -2
62593 '41- BRACKET 2'-
82594 UNIY:, _ ?RIGKET 3' -4'
B2606 UNNEk_ --
'ACKET 4 -5
ANTENNA FRAME 3
SCALE: WS
A -5
MK:ROFLECT UNNERSAL ANTENNA AREA =
TRI- BRACKET PART AND 660 SQUARE INCHES
TRI
TRIP LINE
SNOW FE
N
eaAiaD F`E
NG
FENCE
CORRECT TRUNK ARMORING
TREE FENCING
pw ON
#RIANGULJtR BOARD
ENCE
TREE PROTECTION DETAIL(2)
SCALE: N.T.S. A -5
'0700`030N
:i� BC ARCHITECTS ENGINEERS
C3CHRISTOPHEit D. FALLS CHURCH, VA
MOAIN
-12 -09 FINAL CONSIRUCItON DRAWINGS DR BMQ B No. 032984 DETAILS
-09 -09 PRELIMINARY CONSTRUCTION DRAWINGS GMW BMO � .�_2-1 ,09 �
DRAWING NUMBER
DATE REVISIONS BY CHK APP' S�OIVAL EtyCt �
As SHOWN DESIGNED B. QUINN DRAW
N GMW VA- CV393A -A -5
CORRECT METHODS OF
3' -4'
82606 U
UNNERSAL TRI- BRACKET 4
4' -5'
MICROFLECi
PARE AND A
/81865 OR
ANTENNA, SEE
SCHEDULE
NOTE:
THE DISTANCE FROM THE OUTSIDE
FACE OF THE POLE TO THE OUTSIDE
FACE OF THE PANEL ANTENNA SHALL
NOT EXCEED
- SECTOR ADAPTER KR
#61665 OR EQUAL 10"
1.88"
12.71°
BOTTOM VILIY FRONT ELEVATION
ANTENNA DETAIL 4
SCALE: N.T.S. A -5
SITE NAME: CROSS ROADS
SITE NO. CV393A at &'t
3514 MONACAN TRAIL HIGHWAY umm RATA 1
NORTH GARDEN, VA 22959 ,601 M uFRA 2 300
GUN N. 1w a3069
.FENCING AND ARMORI
CT 1PE BY
12 INCHES
PRODUCT DESCRIPION '��MElFR
NUMBER _
82592 _ AI- TR- BRACKET 1 -2
62593 '41- BRACKET 2'-
82594 UNIY:, _ ?RIGKET 3' -4'
B2606 UNNEk_ --
'ACKET 4 -5
ANTENNA FRAME 3
SCALE: WS
A -5
MK:ROFLECT UNNERSAL ANTENNA AREA =
TRI- BRACKET PART AND 660 SQUARE INCHES
TRI
TRIP LINE
SNOW FE
N
eaAiaD F`E
NG
FENCE
CORRECT TRUNK ARMORING
TREE FENCING
pw ON
#RIANGULJtR BOARD
ENCE
TREE PROTECTION DETAIL(2)
SCALE: N.T.S. A -5
'0700`030N
:i� BC ARCHITECTS ENGINEERS
C3CHRISTOPHEit D. FALLS CHURCH, VA
MOAIN
-12 -09 FINAL CONSIRUCItON DRAWINGS DR BMQ B No. 032984 DETAILS
-09 -09 PRELIMINARY CONSTRUCTION DRAWINGS GMW BMO � .�_2-1 ,09 �
DRAWING NUMBER
DATE REVISIONS BY CHK APP' S�OIVAL EtyCt �
As SHOWN DESIGNED B. QUINN DRAW
N GMW VA- CV393A -A -5
CORRECT METHODS OF
A -5
MK:ROFLECT UNNERSAL ANTENNA AREA =
TRI- BRACKET PART AND 660 SQUARE INCHES
TRI
TRIP LINE
SNOW FE
N
eaAiaD F`E
NG
FENCE
CORRECT TRUNK ARMORING
TREE FENCING
pw ON
#RIANGULJtR BOARD
ENCE
TREE PROTECTION DETAIL(2)
SCALE: N.T.S. A -5
'0700`030N
:i� BC ARCHITECTS ENGINEERS
C3CHRISTOPHEit D. FALLS CHURCH, VA
MOAIN
-12 -09 FINAL CONSIRUCItON DRAWINGS DR BMQ B No. 032984 DETAILS
-09 -09 PRELIMINARY CONSTRUCTION DRAWINGS GMW BMO � .�_2-1 ,09 �
DRAWING NUMBER
DATE REVISIONS BY CHK APP' S�OIVAL EtyCt �
As SHOWN DESIGNED B. QUINN DRAW
N GMW VA- CV393A -A -5
CORRECT METHODS OF
NOTE:
CANOPY SHALL BE SITE PRO 1
PART #COVIOIB OR EQUAL
PLAN VIEW 1
N.T.S. A -B
18' =0"
a
0
0)
O
N a r c h i t e c t s
I
e n g i n e e r s
SIDE ELEVATION a
N.T.S. A-8
12'0
CASSION
SITE NAME: CROSS ROADS
w. m Im SITE N0. CV393A
FADS ON" VA 22841 -2868
m: t" 671 -wm
FAX (703) 671 -M 3514 MONACAN TRAIL HIGHWAY
NORTH GARDEN, VA 22959
l �
t !
TVCAL
10' -C`
ISOMETIC 2
N.T.S. A -B
FRONT ELEVATION
N.T.S. A -B
at &t 1
Umm KAM GUN � A 2M
02 -12 -09 FINAL CONSTRUCTION DRAWINGS
01 -0; PRELIMINARY CONSTRUCTION DRAWINGS
DATE REVISIONS
F: AS SHOWN DESIGNED
B. QUINN
;f° x S' A7ac1.E
`,
t4.R:TTi
4
UGHM TO BE MOUNTED ON THE
GRIP STRUT CANOPY SIDE OF CANOPY OPPOSITE OF THE
CABINETS. AIM LIGHTS AT CABINETS
PROPOSED LIGHT FD(TURE SHALL
r BE $FIELDED N ACCORDANCE WITH
>'- ALBEMARLE COUNTY REOUIREMENTS
AND OPERATED BY MOTION
SENSOR. ALL PROPOSED LIGHTING
CANOPY POLE IS FOR TEMPORARTY MAINTENANCE
AND SECURITY USE ONLY.
FLOODLIGHT - QTY 2
(NJAL HEAD HALOGEN /QUARTZ)
FROM H- FRAME {
1/2' FELX
FLOODLIGHT MOUNT
nom° SOLE (SEE MFR SPECS FOR
S
J - !i SPECIFIC POLE MOUNT)
0 +' -- (I
GMw
? x OFD
r
u
A
BC ARCHITECTS ENGINEERS
CHRISTOPHER D.
FALLS CHURCH, VA
MORIN
No. 032984
CANOPY DETAILS
�.2Z.99
DRAWING NUMBER
1162 &L E�
..... VA— CV393A�1 -8
PROPO!
20'x20'
i
0
w
0
N
m
O
m
a
0
0
0
N
WOOD FENCE PLAN %i
SCALE: 3/32 " =1' -0" A-3
AT &T
S GATE
1'x4' VERTICAL
MEMBER (TYP.)
SIMPSON A35 FRAMING
ANCHOR (TYP.) --�
2'x4' HORIZONTAL
MEMBER (TYP.) —\
4 "x4" WOOD POST
(TYP.) (USE 6x6 0
FENCE CORNERS
& GATE POSTS) —
NOTES:
1, ALL LUMBER SHALL BE PRESSURE TREATED.
2. ALL NAILS SHALL BE j8 PENNYWEIGHT COMMON WIRE NNLS.
3. NAIL 1x4 VERTICAL MEMBERS AT EACH GIRT.
12' -0' WIDE
GATE ELEVATION 2
SCALE: 3/16' =1' -O" A-9
20' -0"
9' -9" 9' -9"
01 z r.:i T ' L f Lt , � �,u. �- + A y tT
� cRADe
0
° -. .
} I _ 6 CONCRETE
,� FOUNDATION
N
SECTION A -A
FENCE SECTION DETAIL 3
SCALE: 3/16 " =1' -0" A -9
TH OF
o
3 BC ARCHITECTS ENGINEERS
m s
kCHRISTOPHER D. FALLS CHURCH, VA
ZE SITE NAME• CROSS ROADS 1 RIN
� T- wa 101 SITE NO. CV393A at8ct [t FALLS OPAW. yA �1 -2WB 0 02 -T2 -o9 FlNAL CONSTRUCTION DRAWINGS aR EMO WOOD FENCE PLAN AND DETAILS
) c71- 32984 N 3 r C k3 1 t e C [ S FAQ 671 -M 3514 MONACAN TRAIL HIGHWAY �'TBEIM II � A 01 -09 -09 PREUMINARY CONSTRUCTION DRAW&W GMW BMO -91 pRAWING NUMBER T NORTH GARDEN, VA 229s9 �I, , No. PATE REVrsIDNS L TG�'� VA- CV393A -A -9 0
No e n g i n e e r s
SCALE: AS SHOWN DESIGNED EL OUINN DRAWN W.
PROJECT NARRATIVE
1 1 ECT NARRATIVE:
THIS P ECT WILL INSTALL ON 10'x12' CONCRETE SLAB WITH EQUIPMENT CABINETS AND ONE STEEL MONOPOLE
4' ABOVE REFERENCE TREE, AT NEW TELECOMMUNICATIONS FACILITY. ASSOCIATED POWER AND TELEPHONE
CIRCUIT WILL BE ADDED WITHIN THE SITE. THE ESTIMATED DISTURBED AREA = 4e� SF
2. STING SITE CONDITIONS:
THE SITE CONSISTS OF SLOPING WOODED LAND.
3. ADJACENT AREAS:
ADJACENT AREAS CONSIST OF RURAL AREAS.
4. OFF -SITE AREAS:
NO OFF -SITE AREAS WILL BE USED.
5. SOILS:
SOILS INFORMATION WILL BE DEVELOPED DURING FOUNDATION ESIGN.
6. CRITICAL AREAS: 1
THE SITE SLOPES DOWN TO THE SOUTHEAST. IS HEAVIL WOODED WITH GOOD GROUND COVER.
THE ACCESS ROAD IS PROPOSED TO BE BUILT ON 683 SF OF CRITICAL SLOPES.
7. EROSION AND SEDIMENT CONTROL MEASURE:
A SILT FENCE WILL BE THE PRINCIPAL E &SC MEASURE ON THE SITE. OTHER MEASURES MAY BE TAKEN
BY THE CONTRACTOR OR DIRECTED BY ALBEMARLE COUNTY IF UNFORSEEN CONDITIONS DEVELOP.
3 A. CONSTRUCTION PRACTICES;
SILT FENCE BARRIER - 3.05
a SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER
N SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AND ALSO USED AS TREE PROTECTION. INSTALLATION
°j WITLL OCCUR PRIOR TO ANY LAND DISTURBANCE
I
N
C]
I
r
a r c h i t e c t s
e n g i n e e r s
B. VEGETATIVE PRACTICES:
TEMPORARY SEEDING - 3.31
ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THEN 7 DAYS SHALL BE SEEDED
WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF
SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED, AND SHALL BE IN
ACCORDANCE WITH THE VIRGINIA EROSION AND CONTROL HANDBOOK.
TREE PRESERVATION AND PROTECTION - 3.38
TREE PROTECTION SHALL BE USED TO ENSURE THE SURVIVAL OF DESIRABLE TREES.
C. MAMGEMEE STRATEGIES
1. CONSTRUCTION TRAFFIC WILL BE LIMITED TO ACCESS ROADS AND AREAS TO BE GRADED. ALL
TRAFFIC WILL BE PROHIBITED FROM CROSSING DRAINAGE SWALES EXCEPT WHERE ABSOLUTELY
NECESSARY.
2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING SEPARATIONS CAN BEGIN AND END AS
QUICKLY AS POSSIBLE.
3. THE AMOUNT OF AREA DISTURBED SHALL BE MINIMIZED AT ANY ONE TIME. NEW CONSTRUCTION
SHALL BE COMPLETED PRIOR TO ADDITIONAL LAND DISTURBING ACTIVITY.
4. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. ALL
STABILIZATION SHALL BE IN ACCORDANCE WITH E &S HANDBOOK AND SHALL BE APPROVED BY
THE COUNTY.
5. AREAS NOT TO BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT EROSION AND SEDIMENT CONTROL PRACTICES.
6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF
ALL EROSION AND SEDIMENT CONTROL PRACTICES.
7. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP
AND REMOVED NO E &S MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE COUNTY
INSPCTOR.
8. TREE PROTECTION:
TREE PROTECTION AND APPROPATE WORK PRACTICES SHALL BE USED TO ENSURE THAT ONLY THOSE
TREES DESIGNATED FOR REMOVAL ARE ADVERSELY IMPACTED. REGARDLESS OF THEIR DISTANCE FROM
THE FACILITY. TREE PROTECTION FENCING TO REMAIN WHERE INDICATED (SEE SHEET 02 -A)
SITE NAME: CROSS ROADS
6, M mm 101 SITE N0. CV393A
FAUS CM1RM VA 22011 -2868
nL (701) 671 -WW
FAX: (701) 671 -6300 3514 MONACAN TRAIL HIGHWAY
NORTH GARDEN, VA 22959
at&t
Lmm Km 1
1901 COX FA SUIIE 300
mm MIEK VA 23060
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). CHAPTEQ 6.
4. ALL SPECIFIED MATERIAL FOR EA :TION -E.G,, OUTDOORS, INDOORS- OCCUPIED, INDOORS- UNOCCUPIED,
PLENUMS, RISER SHAFTS, ETC.) 5 -w APPROVED, LISTED, OR LABELED AS REQUIRE BY THE NEC.
5. RAW SIGNAL CABLE SHALL BE SUPPO aT mtAWM OF EVERY THREE (3) FEET EXCEPT INSIDE MONOPOLES
4 LATTICE TOWERS W ' RE CABLE ANC =4R MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE
:OWED. MANUFACTU:= ' I-COMMENG- ::: SUPPORT ACCESSORIES SHALL BE USED.
6. THE OUTDOOR CABLE SUPPC "STEM SHALL BE °D^'AnFD WITH AN ICE ' "' 0 TO SUPPORT AND PROTECT
ANTENNA CABLE D1 '4.
7. DRIP LOOPS SHALL 8L F OPRE1EN�fT WATc FROM LLENTERI G THROUGH BTHE COAXIAL AWAY CABLE PORT
L dUIIUING
OR OUTDOOR BTS CAE. -
8. ALL FEEDER LINE AND JUMPER CONNECTORS FOR CINGULAR FOR GSM SHALL BE CINGULAR APPROVED 7/16 DIN
CAI-BE CONNECTORS SHAT MEET IP68 STANDARS.
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 THE LAYER OF 7 MIL THICK VINYL ELECTRICAL
TAPE EXTENDING APPROXIMATELY ONE (1) INCH ON EACH SIDE 0 THE COAX CABLE/CONNECTOR JUNCTURE USING
WEATHERPROOFING KIT APPROVED BY CALBE MANUFACTURE AND CONTRACTOR. START TAPE ,v"pROXIMATELY 5
INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVS` 'E THE TAPE SO
THAT THE STICKY SIDE IS UP. TAPE OVER THE OR SURGE ARRESTOR UNTIL INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN CONNECTOR THE STICKY SIDE DOWN FOR ANiORTHRE(3INCH OR TWO'
ADD THE BY1YL RUBBER AND FINISH WITH A FINAL LAYER OF TAPE.
1O. BE PAINTED. WHEN 'SFE OR AUTHORITY KAVING
SCTOM IN
ORCA CE WITH ANTENNA MANUFACTURESSURACPREPARATIONAND PAING REQUIREMENTS.
11. CCO ECTOIRS, ANDATTTH B00MUOF THHELTW ABOUT 6 INCHES BEFORE THEYWTURNTOTOWARD THHEE TFACILITY. EIR
OF A EY SHALL LS E GROUNDED
00 D EDT T THE SMI 1OYIERSTTN v+f Ha +ER 1 AND 200 FEET HIGH. AND TO
12. APPROVED GROUNDING KITS, WNIICNI MICLUDE GROUNDING GROI i 4 _ - T�'RDS =.� E. " -S AT THE TOP OF
GROUND THE COAXIAL CABLE SNMELDS. ,O Tit' -4 Sni. J51kG
EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS. BONDS
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 INTALLED By THE THE TOWER STEEL USSINGSUBCONTRACTOR,
EXOTH RMIC. BOLTEDROR O MAY BE BONDED DIRECTLY TO
APPROVED CLAMP CONNECTIONS.
15. ANTENNA GU TESTING
B PERFORMED 23 WITH THE
R EUREMENTS OF CINLAR -GSM ROD C DOCUMNTNO.47 2- 000- PS -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.
D104-22-G9 POIi HQGHT ",• -12 -09 FINAL CONSTW8OU.Nl DR -09-09 PRELIMINARY GS GMW DALE BY AS SHOWN DRAWN 6ai/11►''
"
sX,TH OF
�s pf
k 'r;tj- BC ARCHITECTS ENGINEERS
RISTOP HER D. FALLS CHURCH, VA
MORIN
NOTES
No. Xr0�9'32984
S[.L -�%Gl Inc DRAWING NUMBER
2_ At. >; VA- CV393A -A -11
CONSTRUCTION OF A SILT FENCE
(W[THO UT WIRE S ITP.POR T)
I 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH
UPSLOPE ALONG: THE LINE OF
STAKES.
6'MAX
f 1
FLOIF
4"
3, STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
i
I I
Illi � Illi
I
FLOW ri, 1(jlj�
'
hI
Will
I
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
I I
I i
A 3w..
B I A \�\
FLOW
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
NOTE ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992
SEE DRAWINGS G -1 AND G-2 FOR LOCATIONS OF EROSION AND SEDIMENT CONTROL STRUCTURAL PRACTICES
SF SILT FENCE STD 3.05 -1
a r c h i t e c i s
e n g i n e e r s
- - -- CONSTRUMOY OF A SILT I Llvc L
(titis'Tx �`
SUPPORT)
- 2. STAPLE WIRE FENCING TO TIiC POSTS
SET POSTS AND EXCAVATE A .
TRENCH UPSLOPE ALONG THE
OF POSTS.
r
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
SITE NAME: CROSS ROADS
5659 CouMIaIA FEE. CIE 101 SITE N0. CV393A
FADS CMIRCH, N1 22041 -2868
TEL (703) 671 -6000
FAX (M) 671 -63M 3514 MONACAN TRAIL HIGHWAY
NORTH GARDEN, VA 22959
FLOI
4, BACKFILL AND COMPACT THE
EXCAVATED SOIL.
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
1� t
WIR-
-i —
SF SUPER SILT FENCE STD 3.05 -2
EROSION & SEDIMENT CONTROL DETAILS AtiD
SCALE: N.T.S.
STONE CONSTRUCTION ENTRANCE
2
at &t0 02 -12 -09 FINAL CONSTRUCTION DRAWINGS
IMMRIY Km I A 01 -09 -09 PRELIMINARY CONSTRUCTION DRAWINGS
4801 = rA SIMIE 30D NO. DATE REVISIONS
GLEN MM 1M 23060
SCALE: AS SHOWN IDESIGNED B. QUINN
CE CONSTRUCTION ENTRANCE STD 3.02-1
DRAWN GW
OP
AgCH� HURCNGINEERS
CHRISTOPHER D. FAIL
MORIN
No. 032984 EROSION do SEDIMENT CONTROL DETAILS
DRAWING NUMBER R
�iy,IONAL� �/A- CV393A -E &S -1
70' MIN,
EXISTING
PAVEMENT
A
3' 5:1
BERM
FILTER
CLOTH d MIN. A
COPTIONAL)
SIDE ELEVATION
xlsrl`r+c GRaI�m
\\
70' MIN.
10' Mm
I
: v r(GvAt.i
10, Kim
MIN. 12' MI
PAVEMENT
__\ POSITIVE DRAINAGE
10' MIN
VET
COURSE AGGREGATE
TO SEDIMENT
g TRAPPING DEVICE
I
• MUST EMEND FULL WIDTH
OF INGRESS ANO EGRESS
PLAN VIEW
OPERATION
Ir MN
:r MIN.
S MIN.
FILTER CLOTH
2
at &t0 02 -12 -09 FINAL CONSTRUCTION DRAWINGS
IMMRIY Km I A 01 -09 -09 PRELIMINARY CONSTRUCTION DRAWINGS
4801 = rA SIMIE 30D NO. DATE REVISIONS
GLEN MM 1M 23060
SCALE: AS SHOWN IDESIGNED B. QUINN
CE CONSTRUCTION ENTRANCE STD 3.02-1
DRAWN GW
OP
AgCH� HURCNGINEERS
CHRISTOPHER D. FAIL
MORIN
No. 032984 EROSION do SEDIMENT CONTROL DETAILS
DRAWING NUMBER R
�iy,IONAL� �/A- CV393A -E &S -1
I
0
GROUND ROD
INSPECTION WELL
CONNECT EQUIPME
GROUND RING TO
GROUND RING (TY
TOWER GROUND E
MOUNTED TO TOW
BTCW CADWELD R
SLEEVE IN 3/4' 1
TOP W/ SILICONE
SCALE IN FEET
N
0 5 10 20 30
2
0
5�9 COLIAIBN FACE. $UlIE 101
FAU5 CHIRCN, LN 2Ml -2868
a r c h i t e c i s (») 671-M
e n g i n e e r s
ELECTRICAL PLAN 1
SCALE: 1"=10' A -1
SITE NAME: CROSS ROADS
SITE NO. CV393A
3514 MONACAN TRAIL HIGHWAY
NORTH GARDEN, VA 22959
at�t
4801 COX PA WE MO
GLEN ALIEN, VA 2W
„Tijimni nemoliti
1. ALL BONDED TOGETHER, ELECTRODE OR BELLOW GRADE, BY TWO ORCMORENCOPPER BONDIN LIGHTNING DUCTORS N PCCORDANCE WITH THE NEC.
BE
2. THE SUBCONTRACTOR SHM1 PERFORM IEEE FALL-OF- POTENTIAL. RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND
ELECTRODE SYSTEMS. TESTING SHALL BE N ACCORDANCE WITH SPECIFICATION 24782- 000- 3PS -EG00- 00001. USE OF OTHER METHODS
MUST BE PRE - APPROVED BY CONTRACTOR IN WRITING.
3, THE SUBCONTRACTOR SWILL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5
OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND ANY
OTHER EXISTING ELECTRODE EQUAL TO THE BURIED LENGTH OF THE ROD. IDEALLY, CONTRACTOR SHJ1 STRIVE TO KEEP THE SEPARATION
DISTANCE EQUAL TO TWICE THE BURIED LENGTH OF THE RODS.
4. THE SUBCONTRACTOR IS PREVENT ANY LOSS OF CONTINUIT
Y THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT,
CONDUIT INSTALLATION AS TO
N
5. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING
ACROSS THE DISCONTINUITY WITH 16 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS.
6. METAL
1,.._iriN, SIZED IN ACCORDANCE WITHETHE CNEC, SHALL E FURNISHED QU CONDUCTORS
SHED AND INSTALLED WITH THEPOWER CIRCUITS TOBTS WITH
GREEN ;
EQUIPMENT.
7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED, BACK -TO -BACK CONNECTIONS ON OPPOSITE SIDES OF
ME GROUND BUS ARE PERMITTED.
ALUMINUM CONDUCTOR OR COPPER CLAD r! r NOT BE USED FOR GROUNDING CONNECTIONS.
9, USE W ALL BENDS IN IHE CASES, BENDS emuaoON BE GROUNDING
WITH CO DUCTORS BEND RAM AV SID INCHES'
BENDS CAN BE ADEOUATELY
SUPPORTS _
10. EACH INTERIOR BIS CABINET FRAME/PUNTH SHALL BE DIRECTLY CONNECTED TO THE MASTER SLAWG STRANDED, 0 FRAME/PUNN SMALL BE
GREEN O&UTED SUPPLEMENTAL EQUIPMENT GROUND WIRES. EACH OUTDOOR CABINET
-p-c "a GROUND RING WITH 12 AWG SOLID TIN - PLATED COPPER WIRE.
11. ALL EXTERIOR GROUND OOMMICTORS BETWEEN EQULPMENT /GROUND BARS AND THE GROUND `7 jG. Srw.L BE 12 AWG SOLID
TN- PLATED COPPER UNLESS OTHERWISE INDICATED.
12. EXOTHERMIC WELDS SHAD_ BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE CONNECTIONS TO ABOVE GRADE UNITS SHALL WE WITH EyOTHERMIC WELDS WHERE PRACTIM OR
P MECHANICAL �QUN
HRDWARENUDN SET SCREWS. PRESSURE CRIMC NNE � MAY ONLY BE USED WITH PERMISSION FROM CLNGULAR
MARKET REPRESENTATIVE
13. EXOTHERMIC WELDS D BE PERMITTED ON TOWERS ONLY WIIFI THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE
CONTRACTORS STRUCNRAL DKHNEER
14. ALL
�:"c£ GROUND CQ"CT"a TO THE INTERIOR GROUND MW SHALL BE FC >4.gc0 USING No PRESS CRIMPS OR SPLIT
BOLT CG* <EC.!.,<6 WHERE INDICATED IN THE DETAILS
15. ON ROOFTOP S WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COUPON CAP CONNECTORS MAY BE USED FOR WIRE
ITES sTAKM To YUASRE FOR CONNECTION 20NH L ALL MECHANICAL BPS EQUIPMENT CONNECTORS WITH
STRUCTURAL STEEL. � � INCLUDING SET SCREWS SFVd1
USING TWOIHOLED MEOW” TYPE BRASS CONNECTORS AND STAINLESS STEEL HARDWARE,
THE BRIDGE AND THE TOWER GROUND BAR
> ^. ^E GEL OR o :t n ,.;� -: , ^V +LL COMPRESSION AND BOLTED GROUND
iT. APPROVED ANTIC ," °
CONNECTIONS.
18. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED W , A CORROSION RESISTANT MATER^_
19. MISCELLANEOUS ELECTRICAL AND NON- ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN
ACCORDANCE WITH THE NEC.
20. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF THE BURIED GROUND RING WITH if 2 SOLID AWG TIN - PLATED COPPER GROUND
CONDUCTOR.
21. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SIW1 NOT BE ROUTED THROUGH METALLIC
OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WAIJS
OR FLOORS. WHEN R IS REOIURED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDRfOONS, NON - METALLIC
MATERIAL SUCH AS PVC PLASTIC a* " S`XL 5 u. "" ` E OF METAL CONDUCT - v (E4.• NON- METAWC CONDUIT
PROHIBITED By LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE META. IIWIT WITH LISTED BONDING
FITTINGS.
E D 12 -09 FINAL CONSTRUCTION DRAWINGS D9 -09 PRELIMINARY CONSTRUCTION DRAWINGS
ATE REVISIONS
E: AS SHOWN DESIGNED S. OUINN
r OF+ D
1.
8C ARCHiTEC TS ENGINEERS
CBERISTOPHER I FXLS
MORIN
ELECTRICAL PLAN
032984
�,No.
+ � QQG,� pftAWING NUMBER
� jONAL E1(L . , .... CIA— CV393A —E -1