HomeMy WebLinkAboutARB201400055 Plan - Approved 2014-04-23i
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PROJECT INFORMATION
SCOPE OF WORK:
INSTALLATION OF A NEW EQUIPMENT SHELTER AND NEW ANTENNAS WITH
ASSOCIATED EQUIPMENT MOUNTED ON A NEW 68.0' MONOPOLE TOWER.
SITE ADDRESS:
501 ROYAL ORCHARD DRIVE
POWER:
AFTON, VA 22920
LATITUDE:
N 38' 2' 30.213°
LONGITUDE:
W 78' 49' 44.172"
GROUND ELEVATION:
1673.2±'
JURISDICTION:
ALBEMARLE COUNTY
DISTRICT:
WHITE HALL
ZONING DISTRICT CLASSIFICATION:
RA RURAL AREAS
PARCEL ID #:
05300 -00 -00 -00200
PARCEL SIZE
8.85 ACRES
DEED REF:
D.B. 4337, PG. 102
PROPOSED USE:
TELECOMMUNICATIONS FACILITY
TOWER OWNER:
NEW CINGULAR WIRELESS PCs, LLC
SITE NAME:
CV479
SITE #:
CV479A
NAME OF APPLICANT:
NEW CINGULAR WIRELESS PCS, LLC
Y E &S -1
E &S -2
C E &S -3
"'I E &S -4
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EROSION & SEDIMENT CONTROL PLAN 3
EROSION & SEDIMENT CONTROL PLAN 3
EROSION & SEDIMENT CONTROL DETAILS 3
EROSION & SEDIMENT CONTROL NOTES 3
NOTES
r MAGNETIC DECLINATION - 9' 29' 51" W CHANGING
BY 2.2' W PER YEAR AS OF 12/16/2013
N
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at &t
SITE NAME: CV479
SITE NUMBER: CV479A
VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS
DIRECTION:
HEAD SOUTHWEST ON COX RD TOWARD N PARK DR 0.2 MI. TURN RIGHT ONTO NUCKOLS RD 0.3 MI. CONTINUE STRAIGHT TO STAY ON
NUCKOLS RD 0.3 MI. MERGE ONTO 1 -295 N VIA THE RAMP TO 1 -64 W /CHARLOTTESVILLE 1.9 MI. TAKE EXIT 53A TO MERGE ONTO 1 -64 W
TOWARD CHARLOTTESVILLE 70.2 MI, TAKE EXIT 107 FOR US -250 TOWARD CROZET/YANCEY MILLS 0.2 MI. TURN LEFT ONTO US -250
W /ROCKFISH GAP TURNPIKE 6.9 MI. TURN RIGHT ONTO ROYAL ORCHARD DR /STATE ROUTE F -182 CONTINUE TO FOLLOW ROYAL ORCHARD
DR DESTINATION WILL BE ON THE RIGHT 1.4 MI.
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ARBORIST INFO
MICHAEL ABBOTT
BARTLET TREE EXPERTS
(434) 971 -3020
SCALE. 1 "-20001
SITE NAME: CV479
U EVe2ljojej at &t
5661 COLUMBIA PIKE, SUITE 200 SITE NUMBER: CV479A
� FALLS CHURCH, VA 22041 -2868
TEL (703) 671 -6000
TI a r c h i t e c t s FAX: (70-3) 671-630° complete wireless solutions UBERTY PLAZA
501 ROYAL ORCHARD DRIVE 4801 COX RD, SURE 300
AFTON, VA 22920 GLEN ALIEN, VA 23060
o e n g i n e e r s
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPtJCABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
BUILDING CODE
VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC zoos)
ELECTRICAL CODE
VIRGINIA UNIFORM STATEWIDE ELECTRICAL CODE (2008)
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS,
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (MSC), MANUAL OF STEEL CONSTRUCHON, ASO, NINTH EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 -F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCNR6:
TIA 607, COMMERCIAL BUILDNG GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
INSMIJTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE AND EARTH SURFACE POTENTIALS OF A
GROUND SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3' AND -HIGH SYSTEM EXPOSURE)
TELCOROLA GR -1275, GENERAL INSTALLATION REQUIREMENTS
TELCORDN GR -1503, 000XAL CABLE CONNECTIONS
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION. OR OTTER REQUIREMENTS, THE MOST
RESTRICTIVE REQUIREMENT SHALL 04M. WHERE THERE IS CONNECT BETWEEN A GENERAL REQUIRE/M AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUITEMENT SHNL
GOVERN.
APPROVED BY
APPROVED BY
AT &T CONSTRUCTION:
ARCHITECTURAL REVIEW BOARD APPROVAL
DATE:
ALBEMARLE COUNTY PLANNING APPROVAL
AT &T COMPUANCE:
3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW
2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW
1 01 -07 -14 REVISED FINAL ZONING DRAWINGS GMW
0 08 -26 -13 FINAL ZONING DRAWINGS CR
A 07 -16 -13 PRELIMINARY ZONING DRAWINGS CR
NO. DATE REVISIONS BY
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN CR
TH OF TT
I�
r f
MORIN
No. 032984
1. 17.11 1
SIGNAL E BC
DATE:
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
TITLE SHEET
DRAWING NUMBER
T -1
UTILITY INFORMATION
UTILITIES
POWER:
APPALACHIAN POWER (800) 956 -4237
TELCO:
CENTURYUNK (877) 721 -4769
DRAWING INDEX
REV
T -1
TITLE SHEET
3
SP -1
SURVEY
A -0
SITE PLAN
3
A -OA
AREA PLAN
3
A -i
COMPOUND PLAN
3
A -2
TREE HEIGHT DIAGRAM
3
A -3
SHELTER DETAILS
3
A -4
DETAILS
3
A -5
DETAILS
3
Y E &S -1
E &S -2
C E &S -3
"'I E &S -4
I71 `
511
of
ti
N
EROSION & SEDIMENT CONTROL PLAN 3
EROSION & SEDIMENT CONTROL PLAN 3
EROSION & SEDIMENT CONTROL DETAILS 3
EROSION & SEDIMENT CONTROL NOTES 3
NOTES
r MAGNETIC DECLINATION - 9' 29' 51" W CHANGING
BY 2.2' W PER YEAR AS OF 12/16/2013
N
Z
0
at &t
SITE NAME: CV479
SITE NUMBER: CV479A
VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS
DIRECTION:
HEAD SOUTHWEST ON COX RD TOWARD N PARK DR 0.2 MI. TURN RIGHT ONTO NUCKOLS RD 0.3 MI. CONTINUE STRAIGHT TO STAY ON
NUCKOLS RD 0.3 MI. MERGE ONTO 1 -295 N VIA THE RAMP TO 1 -64 W /CHARLOTTESVILLE 1.9 MI. TAKE EXIT 53A TO MERGE ONTO 1 -64 W
TOWARD CHARLOTTESVILLE 70.2 MI, TAKE EXIT 107 FOR US -250 TOWARD CROZET/YANCEY MILLS 0.2 MI. TURN LEFT ONTO US -250
W /ROCKFISH GAP TURNPIKE 6.9 MI. TURN RIGHT ONTO ROYAL ORCHARD DR /STATE ROUTE F -182 CONTINUE TO FOLLOW ROYAL ORCHARD
DR DESTINATION WILL BE ON THE RIGHT 1.4 MI.
1
:- lt
4:50�4v
SITE '
i
M
ARBORIST INFO
MICHAEL ABBOTT
BARTLET TREE EXPERTS
(434) 971 -3020
SCALE. 1 "-20001
SITE NAME: CV479
U EVe2ljojej at &t
5661 COLUMBIA PIKE, SUITE 200 SITE NUMBER: CV479A
� FALLS CHURCH, VA 22041 -2868
TEL (703) 671 -6000
TI a r c h i t e c t s FAX: (70-3) 671-630° complete wireless solutions UBERTY PLAZA
501 ROYAL ORCHARD DRIVE 4801 COX RD, SURE 300
AFTON, VA 22920 GLEN ALIEN, VA 23060
o e n g i n e e r s
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPtJCABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
BUILDING CODE
VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC zoos)
ELECTRICAL CODE
VIRGINIA UNIFORM STATEWIDE ELECTRICAL CODE (2008)
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS,
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (MSC), MANUAL OF STEEL CONSTRUCHON, ASO, NINTH EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 -F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCNR6:
TIA 607, COMMERCIAL BUILDNG GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
INSMIJTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE AND EARTH SURFACE POTENTIALS OF A
GROUND SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3' AND -HIGH SYSTEM EXPOSURE)
TELCOROLA GR -1275, GENERAL INSTALLATION REQUIREMENTS
TELCORDN GR -1503, 000XAL CABLE CONNECTIONS
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION. OR OTTER REQUIREMENTS, THE MOST
RESTRICTIVE REQUIREMENT SHALL 04M. WHERE THERE IS CONNECT BETWEEN A GENERAL REQUIRE/M AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUITEMENT SHNL
GOVERN.
APPROVED BY
APPROVED BY
AT &T CONSTRUCTION:
ARCHITECTURAL REVIEW BOARD APPROVAL
DATE:
ALBEMARLE COUNTY PLANNING APPROVAL
AT &T COMPUANCE:
3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW
2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW
1 01 -07 -14 REVISED FINAL ZONING DRAWINGS GMW
0 08 -26 -13 FINAL ZONING DRAWINGS CR
A 07 -16 -13 PRELIMINARY ZONING DRAWINGS CR
NO. DATE REVISIONS BY
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN CR
TH OF TT
I�
r f
MORIN
No. 032984
1. 17.11 1
SIGNAL E BC
DATE:
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
TITLE SHEET
DRAWING NUMBER
T -1
SITE INFORMATUN
TAX PARCEL # 05300 -00 -00 -0020
DEED REF.: D.B. 4337, PG. 102
ZONING: RURAL AREAS
JURISDICTION: ALBEMARLE COUNTY
DISTRICT: WHITE HALL
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT
AGENCY MAPS, THE PROPOSED TELECOMMUNICATIONS SITE
IS LOCATED IN ZONE "X ", COMMUNITY PANEL
NO. 51125CO0408, DATED 6 -18 -2010
NO WETLANDS AREAS HAVE INVESTIGATED BY THIS SURVEY
20 ACCESS & UTIUTY EASEMENT
St oled on o// fhol piece or pence/ o/ /and owned by
R.'_1 O chord C and Carp. o m for parce/s,
05I00- 00 -00- 00190, 05�-00-00- 00200, &
05&00-00 -00- 00100, recorded of Oeed book J695
of Page 71 & Oeed boat 4JJ7, of Page 702 in the
Cl-* s OM of the Crcuit Caorl, A/bamo / C nly,
cl menciny of o pant "e-eed n the rente /he of
R Ochord Oise, said Pont beng oppro.dmofe/y 05
miles eos/ of US Route 250. Rockfish Ccp Turnpike.
Sold point o /so being the beginning of the cenledhe of
a 20' Access & Uldty foreman,* thence along the
/enterine of mid 20' Access & Uldty Eosemenl the
slowing courser
!hence N 600574" E o d, t,e— of 4561' too pdnt
thenre N 777447 "E o dstmce of 7746' to o,00nt
thence N 62V576 E o &stance o/ 56.12' to o point,
thence N .5&:)638 "E o &'stance a1 8752' to o point
!hence N 6J71'1&' E o &stance of 16889' to o poin!,'
thence N 657738 "E a dslonce of IJ2 J6' la o pdnl,'
thence N 627076" E o dstmce of 8840' to o pool,
thence N 5J5605' E o dslonce of 52 40' to o ,.aril,'
thence N J&V905 "E o dslonce of 175.74' to o point,'
thence N 407J77' E o dstonce of 9605' /o o Pwht
thence N JJ7577'E o dslonce x/7605' to o pant,'
lhenre N 275520'E o dslonce of 7625' to .,011)14'
thenre N Jl 77:57" E o &stance of /J224' eo o point,'
there N 17VJLU E o dstmce of 4591' to a pcvnt.-
thence N 09702&" E o di eorce of J291, to o point'
/Amce N 007&'12 " E a dstmce of 60 t.
79' to o pon-
lhmre N 048874 "E o dstmce of 41 46' to o point
I= N 153/50'E o dslonce of 4595' to o P.4,4-
Ihenre with o — laming to the nyht with m arc / gfh
of 99 J2: with a rod/us of 5000, with o chard beo rig a/
N 7276'16 "E with o chard length of 8J 78: to a poet
!hence S 5039'!8" C o dslonce of 50.42' la o po-e,,
thMre S 5.7 7222" E o disfonce of 67146' to o poet-,
Menre S 573351" E o disfonce of 6825' to o pant
thence S 2841870 "E o dstmre o/ 97.07' !o o pant
thence S 2530:16 "E o dstmce of 7530' to polo±
thence S 220845" W o dslanre o/ 808&' to o
thence 5 7658%!4" E o disfonce of 7J 78' to o point,
thence S 560778 "E o dstmce a/ 172 JO' to o pant-,
thence N 687X179 "E o dslmce a17109' to o pant
mid pain! being /he end of the centcrfne of o 20'
Access & Ufihly Easement
60' x 60' Lease Area
Situated m o// !hot piece or parcel of land owned by
Rope Orchard Land Coy. oc m to, porce/
05J00-00-00-00", —orate of Geed Book 4JJ7,
at Page 102 n the a-* Oy a of the Gicuil Court,
Arbema� Caa t,, V;;",
C mencng o! the -d o/ the center/ne of the
described 20' Access & UNL'ly Ea, --1,- lhence / g
the east and of "e easement S 215947" E o
dstmce of 1000' too pdnt raid pant beng the
na-th eost coma of o 50'r 50'Leom Area and
the p /ore of beginnng,' ehanre o /mg the /ease hoes:
S 21' 59' 41' E, o 'seance of 60.07" to a pant
thence 5 6e' 00' 79' W o dlstmce of 6000' to o pon t,
/hence N 21'59'411' W, o dstance o/ 60.00' to v ponF
thence N 6&' 00' 19 "E, o dstmce of 6000 10 o pool,
soil point beng the place of begnnng aria crn /oeng
J500 s f of land more or /ess.
PROJECT INFORMATION
SITE NAME:
SITE NUMBER: CV479A
SITE ADDRESS: 501 ROYAL ORCHARD DR
AFTON. VA 22920
OWNERS NAME: ROYAL ORCHARD LAND CORP.
501 ROYAL ORCHARD DR
AFTON, VA 22920
TOWER CENTROID
LATITUDE: N 38'02'30.213' LONGITUDE: W 78'49'44.172"
GROUND ELEVATION: 1673.2±
PARAPET ELEVATION: N/A
BASIS OF ELEVATIONS: CPS OBSERVATIONS RECORDED ON 6- 4-2013
SUB -METER ACCURACY TO NEAREST FOOT
BASIS OF BEARINGS: CPS OBSERVATIONS RECORDED ON 6 -4 -2013
SUB -METER ACCURACY TO NEAREST FOOT
NOTES:
LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON NAD83
AND ELEVATIONS NAVD 1968.
A BOUNDARY SURVEY WAS NOT PERFORMED FOR THE PREPARATION
OF THIS PUT, PROPERTY ONES AS SHOWN WERE COMPILED FROM
TAX MAPS, DEEDS A PLATS OF RECORD. HALDER SURVEYS, PC.
MAKES NO WARRANTY EITHER D(PRESSED OR IMPLIED AS TO THE
ACCURACY OF THE BOUNDARIES AS SHOWN ON THIS MAP.
Tee
PARCEL /D. O.STC4�A7- Gb- 007010'KE /N 24'
nvFC7AOrr ner
CLIENT:�,J
�Y
LIBERTY PLAZA 1
4801 COX ROAD, SUITE 300
GLEN ALLEN, VA 23060
TEL: (804) 360 -3511
FAX: (804) 360 -5793
CUENT:
BC Architects Engineers, PLC
5661 Columbia Pike, Suite 200
Falls Church, VA 22041 -2868
CONSULTANT:
ALOE
SURVEYS
10400 C'11E'STE'R ROAL)
CHESTER- VA. 23831
YHUNE: 804- 748 -8707
DRAVN BY. RLL
APPROVED BY, RILL
REVISIONS
NO I DATE I DESCRIPTION I BY
SITE NUMBER:
CV479A
SITE ADDRESS:
501 ROYAL ORCHARD DR.
AFTON. VA 22920
SEAL:
AVTH op
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O
U�
RONALD L. LANG
Lic. No. 003004
6 -12 -2013
DATE: 6 -12 -2013
SHEET TITLE:
SURVEY PLAT
SHEET NUMBER:
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ALL EXCAVATION WORK AND ALL CONSTRUCTION ACTIVITIES ON THIS
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EXPLOSIVE METHODS
ROYAL ORCHARD LAND CORP.
PARCEL ID: 05300 -00 -00 -00180
D.B: 3695 , PG: 71
ZONING: RURAL AREAS
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EXPLOSIVE METHODS
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PARCEL ID: 05300 -00 -00 -00180
D.B: 3695 , PG: 71
ZONING: RURAL AREAS
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SITE NAME: CV479
SITE NUMBER: CV479A
501 ROYAL ORCHARD DRIVE
AFTDN, VA 2292D
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4801 COX R0, SUITE 300
GLEN N1EN, VA 23060
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No. 032984
'i . 1�7.1y
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FALLS CHURCH, VA
2
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SITE NAME: CV479
SITE NUMBER: CV479A
501 ROYAL ORCHARD DRNE
AMN, VA 22920
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4801 COX RD, SURE 300
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04 -17 -14
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MORIN
No. 032984
f..I 7 L.I
s1 �
!
oNAL E�
BC ARCHfTECTS ENGINEERS
FALLS CHURCH, VA
2
03 -21 -14
REUSED FINAL ZONING DRAWINGS
GMW
M
DM
1
01 -07 -14
REUSED FINAL ZONING DRAWINGS
GMW
C
M
AREA PLAN
0
08 -26 -13
FINAL ZONING DRAWINGS
CR
CD
C
complete w i r e l e s s solutions
A
07 -16 -13
PRELIMINARY ZONING DRAWINGS
CR
CDM
13C
"'-" "
DRAWING NUMBER
REV
N0.
DATE
REVISIONS
BY
CHK
APP
A -OA
3
SCALE:
AS SHOWN
DESIGNED C. MORIN DRAWN
CR
TREE PROTECTION
FENCE TYPE EST. QUANTITY
PERMANENT 108 ±'
TEMPORARY 108±'
i I I
TREE NOTES:
1. EXISTING SPECIMEN TREES TO
REMAIN SHALL RECEIVE TREE
PROTECTION BARRIERS AS INDICATED
THROUGHOUT CONSTRUCTION - SEE
ARBORISTS CONSERVATION PLAN
2. THE HEIGHT OF THE REFERENCE
TREE WITHIN 25' RADIUS OF THE
PROPOSED METAL POLE IS 69.8'
PROPOSED 12'
GRAVEL ROAD
a \
�
EXISTING TREE TO BE
�I REMOVED (TYP. OF 23) \
o /
I
? a
o
NEW 1REELINE (TYP.)_�
N PROPOSED AT &T 20'
ACCESS /UTILITY EASEMENT
FROM LEASE AREA TO
Ell j
ROYAL ORCHARD DRIVE
of
c cn PROPOSED 4' UTILITY H -FRAME
'c PROPOSED 30 AMP
n° DISCONNECT FOR MESA - -
PROPOSED VERIZON MESA SPAN XL
CABINET & HUBBLE QUAZITE BOX -
PROPOSED 5OkW
CD
AT &T GENERATOR
PROPOSED CHAIN LINK
SECURITY FENCE (1.911± SO
E PROPOSED AT &T
60'X60' LEASE AREA -
ir
o J J18 ` � Jt,
4491 r i
y
12' a
J � 4
PROPOSED AT &T '
l . 111' -5 "x16' SHELTER__:
FINISH NOTE
MONOPOLE, GROUND EQUIPMENT,
ICE BRIDGE, CABLES AND
ANTENNAS SHALL BE PAINTED
SW6090 JAVA BROWN. FINAL
SELECTION TO BE APPROVED BY
ALBEMARLE COUNTY.
TEMPORARY TREE r ( \�N
PROTECTION (TYP)
113 S'
o 14
PROPOSED PERMANENT TREE .2
N r
I PROTECTION FENCE (TYP) 5
i
} EXISTING REFERENCE -
TREE #1 DRIP LINE
0
SCALE IN FEET
z 0 15 30 60 90 TRUE NORTH
0
co
PROPOSED CULVERT
BENCHMARK SPIKE IN
24' CHESTNUT OAK
N 3903076.95
E 11388124.00
ELEV.= 1694.58
PROPOSED
TURNAROUND /PARKING
TREE INVENTORY
NUMBER
\ --
TYPE
PROPOSED CULVERT
CANOPY ELEV.
HEIGHT
COMMENT
1
24
CHESTNUT OAK
1661.41
1731.21
69.8±
REFERENCE TREE
2
15"
1 OAK
-
PORTION OF EXISTING TREE
LINE
TO REMAIN
3
15"
TO BE REMOVED (TYP.)
1658.4±
73±
TO REMAIN
4
18"
OAK
1655.3±
68±
TO REMAIN
5
L \�
TREE
EXISTING TREE LINE
42±
\
6
TO BE REMAIN
MAPLE
1662.9±
47±
TO REMAIN
7
8"
L\
1
O
42±
L� \\
8
1
V 10
N
,'l(,4�Y•4Y Ji�c`,Cf
1731.7±
65.5±
TO REMAIN
9
20"
CHESTNUT OAK
1671.4±
65±
PROPOSED 12'
GRAVEL ROAD
a \
�
EXISTING TREE TO BE
�I REMOVED (TYP. OF 23) \
o /
I
? a
o
NEW 1REELINE (TYP.)_�
N PROPOSED AT &T 20'
ACCESS /UTILITY EASEMENT
FROM LEASE AREA TO
Ell j
ROYAL ORCHARD DRIVE
of
c cn PROPOSED 4' UTILITY H -FRAME
'c PROPOSED 30 AMP
n° DISCONNECT FOR MESA - -
PROPOSED VERIZON MESA SPAN XL
CABINET & HUBBLE QUAZITE BOX -
PROPOSED 5OkW
CD
AT &T GENERATOR
PROPOSED CHAIN LINK
SECURITY FENCE (1.911± SO
E PROPOSED AT &T
60'X60' LEASE AREA -
ir
o J J18 ` � Jt,
4491 r i
y
12' a
J � 4
PROPOSED AT &T '
l . 111' -5 "x16' SHELTER__:
FINISH NOTE
MONOPOLE, GROUND EQUIPMENT,
ICE BRIDGE, CABLES AND
ANTENNAS SHALL BE PAINTED
SW6090 JAVA BROWN. FINAL
SELECTION TO BE APPROVED BY
ALBEMARLE COUNTY.
TEMPORARY TREE r ( \�N
PROTECTION (TYP)
113 S'
o 14
PROPOSED PERMANENT TREE .2
N r
I PROTECTION FENCE (TYP) 5
i
} EXISTING REFERENCE -
TREE #1 DRIP LINE
0
SCALE IN FEET
z 0 15 30 60 90 TRUE NORTH
0
co
PROPOSED CULVERT
BENCHMARK SPIKE IN
24' CHESTNUT OAK
N 3903076.95
E 11388124.00
ELEV.= 1694.58
PROPOSED
TURNAROUND /PARKING
TREE INVENTORY
NUMBER
SIZE
TYPE
GRWND ELEV.
CANOPY ELEV.
HEIGHT
COMMENT
1
24
CHESTNUT OAK
1661.41
1731.21
69.8±
REFERENCE TREE
2
15"
1 OAK
1662.5±
1726.4±
63.9±
TO REMAIN
3
15"
CHESTNUT OAK
1658.4±
73±
TO REMAIN
4
18"
OAK
1655.3±
68±
TO REMAIN
5
8"
TREE
1659.0±
42±
TO REMAIN
6
18"
MAPLE
1662.9±
47±
TO REMAIN
7
8"
TREE
1662.9±
42±
TO REMAIN
8
20"
CHESTNUT OAK
1666.2±
1731.7±
65.5±
TO REMAIN
9
20"
CHESTNUT OAK
1671.4±
65±
TO REMAIN
10
6"
HICKORY
1670.5±
37±
TO BE REMOVED
11
6"
1 HICKORY
1673.6±
42±
TO BE REMOVED
12
6"
HICKORY
1673.3±
33±
TO BE REMOVED
13
15"
OAK
1661.3±
60±
TO REMAIN
14
36"
TRI. OAK
1660.6±
71±
TO REMAIN
15
10"
ICHESTNUT OAK
1661.3±
45±
TO REMAIN
16
18"
OAK
1673.5±
56±
TO BE REMOVED
17
24"
OAK
1681.5±
66±
TO BE REMOVED
18
8"
TREE
1682.8±
30±
TO BE REMOVED
19
10"
OAK
1678.9±
52±
TO BE REMOVED
20
10"
OAK
1677.9±
33±
TO BE REMOVED
21
12"
OAK
1678.8±
57±
TO BE REMOVED
22
6"
HICKORY
1679.9±
34±
TO BE REMOVED
23
20"
ICHESTNUT OAK
1680.6±
64±
TO BE REMOVED
24
20"
CHESTNUT OAK
1681.9±
69±
TO REMAIN
25
10"
TREE
1680.5±
29±
TO REMAIN
26
12"
CHESTNUT OAK
1682.0±
46±
TO REMAIN
27
24"
CHESTNUT OAK
1669.1±
65±
TO REMAIN
28
12"
OAK
1685.9±
63±
TO BE REMOVED
PROPOSED 68.0'
TOWER FALL RADIUS
,-PROPOSED AT &T 4'X25'
CONCRETE STOOP
PROPOSED AT &T 11' -5 'x29'
RAISED STEEL PLATFORM
BENCHMARK SPIKE IN
18' CHESTNUT OAK
N 3903084.33
E 11388217.19
\ ELEV.- 1682.10
PROPOSED AT &T
16'± ICEBRIDGE
_� PROPOSED AT &T 68.0'
STEEL POLE PAINTED
SW16090 JAVA BROWN
PROPOSED AT &T ANTENNAS
FLUSH MOUNTED TO POLE
(TYP. OF 3) PAINTED
ISW #6090 JAVA BROWN
UNE (EXISTING DRIP
LINE (TYP.)
r(
COMPOUND PLAN 1
SCALE: 1 " =30' A -1
SITE NAME: CV479
■ velodlel SITE NUMBER. CV479A ate
5661 COLUMBIA PINE, SUITE 20D .
FADS CHURCH, VA 22041 -2868
1E1.: (703) sn -soon
r a r c h i t e c t S FAX: (703)671 -6300 complete wireless solutions UBOM PLAZA
501 ROYAL ORCHARD DRIVE 4U01 Cox RD, SUITE 300
AFTON, VA 22920 GLEN Al1fN, VA 23060
o e n g i n e e r s `
MONOPOLE & EQUIPMENT NOTES:
1. PROPOSED TOP OF TOWER ELEVATION = 1,741.2'
AMSL
2. MONOPOLE DIAMETER NOT TO EXCEED 30' AT THE
BASE AND 18' AT THE TOP.
3. MONOPOLE, GROUND EQUIPMENT, ICE BRIDGE,
CABLES AND ANTENNAS SHALL BE PAINTED
SW #6090 JAVA BROWN. FINAL SELECTION TO BE
APPROVED BY ALBEMARLE COUNTY.
4. LIGHTNING ROD WILL NOT EXCEED 1" IN DIAMETER
AND WILL NOT EXTEND MORE THAN 2' ABOVE THE
TOP OF THE MONOPOLE.
5. PROPOSED LIGHT FIXTURE SHALL BE
SHIELDED IN ACCORDANCE WITH
ALBEMARLE COUNTY REQUIREMENTS
AND OPERATED BY MOTION SENSOR.
ALL PROPOSED LIGHTING IS FOR
TEMPORARY MAINTENANCE AND
SECURITY USE ONLY.
6. ALL VERTICAL COAXIAL CABLES WILL
BE RUN INSIDE OF THE MONOPOLE.
7. PROPOSED ANTENNAS ARE LESS
THAN 1,152 SQUARE INCHES IN
AREA.
PROPOSED 2'
I� LIGHTNING ROD
PROPOSED AT &T ANTENNAS ON FLUSH
MOUNTS (TYP. 1 PER SECTOR - 3
TOTAL) PAINTED SWI6090 JAVA BROWN
PROPOSED AT &T (2) TMA'S
(TYP. PER SECTOR) -- -
PROPOSED AT &T 68.0' STEEL POLE
PAINTED SW #6090 JAVA BROWN -
PROPOSED AT &T ICEBRIDGE
PROPOSED AT &T
11' -5 "x16' SHELTER-
r.1d
"
SCALE IN FEET
0 0 10 20
3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW
2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW
1 01 -07 -14 REVISED FINAL ZONING DRAWINGS GMW
0 08 -26 -13 FINAL ZONING DRAWINGS CR
A 07 -16 -13 PRELIMINARY ZONING DRAWINGS CR
N0. I DATE REVISIONS BY
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN CR
Is
w
0 0
® <n o
3
I OF tf,
gP PHFR D_'' -
TOWER BASE:
LATITUDE: 38' 2' 30,213'
LONGITUDE: 78' 49' 44.172"
(PER NORTH AMERICAN DATUM OF 1983)
ELEVATION: 1673.2'± AMSL
(PER NORTH AMERICAN VERTICAL DATUM
OF 1988)
FINISH NOTE:
MONOPOLE, GROUND EQUIPMENT,
ICE BRIDGE, CABLES AND
ANTENNAS SHALL BE PAINTED
SW46090 JAVA BROWN. FINAL
SELECTION TO BE APPROVED BY
ALBEMARLE COUNTY.
TOWER BASE GROUND
ELEV. 1673.2' AMSL
MORIN
No. 032984
q. 17.1y
SIi�NAL E�� BC
ELEVATION r2
SCALE: 1"=10' A -1
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
COMPOUND PLAN
DRAWING NUMBER
A -1
0
N
Y
N
W
0_
Q
G:
#2 - 633
#14 - 71
#13 - 60
#15 -45
SCALE IN FEET
a0.
1 1 •1
TREE HEIGHT DIAGRAM 1
SCALE: 1' =20' A -2
TREE INVENTORY
NUMBER
SIZE
TYPE
GROUND ELEV.
CANOPY ELEV.
HEIGHT
COMMENT
1
24°
CHESTNUT OAK
1661.41
1731.2±
69.8±
REFERENCE TREE
2
15°
OAK
1662.5±
1726.4±
63.9±
TO REMAIN
3
15'
CHESTNUT OAK
1658.4±
CR
73±
TO REMAIN
4
18'
OAK
1655.3±
CDM
68±
TO REMAIN
5
8"
TREE
1659.0±
REVISIONS
42±
TO REMAIN
6
18"
MAPLE
1662.9±
CR
47±
TO REMAIN
7
8"
TREE
1662.9±
421
TO REMAIN
8
20"
CHESTNUT OAK
1666.2±
1731.71
65.5±
TO REMAIN
9
20"
CHESTNUT OAK
1671.4±
651
TO REMAIN
13
15"
OAK
1661.3±
60±
TO REMAIN
14
36'
TRI. OAK
1660.6±
711
TO REMAIN
15
10"
CHESTNUT OAK
1661.3±
45±
TO REMAIN
24
20"
CHESTNUT OAK
1681.9±
691
TO REMAIN
25
10°
1 TREE
1680.5±
29±
TO REMAIN
26
12'
CHESTNUT OAK
1682.01
461
TO REMAIN
27
24°
CHESTNUT OAKI
1669.1± 1
1
65±
TO REMAIN
r KHF.R P
Jg 5661 COLUMBIA VA 41-zoo
FANS CHURCH, VA 22041 -2868
TEL (703) 67, -6G00
3 C C h 1 t e c t S FAX' (703) 671 -6300
e n g 1 n e e t S
■S
�e,I
SITE NAME: CV479
.^
ITE NUMBER: OV479A
501 ROYAL ORCHARD DRIVE
AFTON, VA 22920
M
����
UB0M PLAZA 1
4801 COX RD, SU1E 300
GLEN AUEN, VA 23060
3
04 -17 -14
REVISED FINAL ZONING DRAWINGS
GMW
M CDM
MORIN
No. 032984
`i . 17.1y
S ■
■ ■L E�
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
2
03 -21 -14
REVISED FINAL ZONING DRAWINGS
GMW
M DM
1
01 -07 -14
REVISED FINAL ZONING DRAWINGS
GMW
C
TREE HEIGHT DIAGRAM
0
08 -26 -13
FINAL ZONING DRAWINGS
CR
CD C
complete W I F e l e 5 5 s o l u t i o n s
A
07 -16 -13
PRELIMINARY ZONING DRAWINGS
CR
CDM
BC'
" ° "'
DRAWNG NUMBER
REV
NO.
DATE
REVISIONS
BY
CHK
APP
SCALE:
AS SHOWN
DESIGNED C. MORIN DRAWN
CR
A -2
3
A
A -3
24' -0" 2' 3"
2' -3"
16' -0"
8' -0" 1
o o . . . . . . .
2'- 2
C1 o O
O O
d -
PORT C1 °
GEN OPEN FOR GENERATOR
STUB -UPS
D GENERATOR j' RIGID CAST -IN
A -3
CONDUIT B
RIGID CAST -IN A_3
CONDUIT + '• ••
2' RIGID CAST -IN
CONDUIT 0°
9 0 I , 0'
23' -0"
C 24' -0"
TELCO ENTRY A -3
ri
DISCONNECT SWITCH
r2
i AT &T EQUIPMENT SHELTER 11' -5 "X16' WITH 8' PATIO ELEVATION A A
' FOR GENERATOR (FIBREBOND #D9312, PORT C -1) �� SCALE: N.T.S. A -3
N
SCALE: N.T.S. A -3
° 16' -4"
c 5' -9"
o =
N ^
I
Q 0 0
m
U
o DISCONNECT SWITCH -
p HVAC WAG
o GENERATOR
v
o TELCO ENTRY
7_7 Emol
N -0° 5' -10„
1'_2,
OPo
M 23' -0 �'I" ELEVATION D o
ELEVATION B B SCALE: N.T.S. A -3
SCALE: N.T.S. A -3 ELEVATION24C°" C �d'� r�
o SCALE: N.T.S. A_3
g 1 11 CHRISTOPHER D.;-
of 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARCHITECTS ENGINEERS _RC J SITE NAME: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M OM FALLS CHURCH, VA
U 5661 COLUMBIA PIIO =, SUIIE 200 � 1 01 -07 -14 REVISED FINAL ZONING DRAWINGS GMW C M
No. 032984
FA1.L5 CHURCH, VA 22041-2868 ■ ve oc i re SITE NUMBER: CV479A ���� 0 08 -26 -13 FINAL ZONING DRAWINGS CR CD C 1 SHELTER DETAILS
� TEL (703) 671 -6000 y 7 y
I 3 r C 11 1 t e C I S FAX: (703) 671 -M c o m p l e t e w i r e l e s s s o l U t l o n s UBOM PLAZA 1 A 07 -16 -13 PRELIMINARY ZONING DRAWINGS CR CDM �+ �+A
�, 501 ROYAL ORCHARD DRIVE 4801 COX RD, SURE 300 N0. DATE REVISIONS BY CHK APP SIOIVAL �i�vl� DRAWING NUMBER REV 0
N e n g i n e e r s AFTON, VA 22920 GLEN kLEN, VA 23060 Z
SCALE; AS SHOWN DESIGNED C. MORIN DRAWN GR A -3 Z
NOTE: MAGNETIC DECLINATION - 9' 29' 51" W - PROPOSED ANTENNA
CHANGING BY 2.2' W PER YEAR AS OF 12/16/2013 MOUNTING PIPE '
SEE SHEET A -7 FOR ANTENNA do COAX CONFIGURATION
EXISTING
TRANSMISSION TOWER 12" MAX.
a
0
a EXISTING TRANSMISSION TOWER THE DISTANCE FROM THE OUTSIDE
FACE OF THE POLE TO THE OUTSIDE
-- PROPOSED AT&T ANTENNAS FACE OF THE PANEL ANTENNA SHALL
ON FLUSH MOUNTS (TYP. 1 NOT EXCEED 12 INCHES
PER SECTOR - 3 TOTAL)
0
— PROPOSED PANEL
S =R ANTENNA
8p
0
�P
0
�otio`�od
5 �
PROPOSED (2) TWIN
TMA'S PER SECTOR
ANTENNA PLAN VIEW (_'_'�
SCALE: N.T.S. A -4
Andrew Solutions
E15S091378 ANTENNA FRAME 3
A -4
I � Tower Mounted SCALE: NTS
�dECHANICAL Amplifier
DOWNRLT ASSEMBLY Twin Diplexed
ATdcT ANTENNA SEE 1900/700 -850 ANTENNA SCHEDULE NOTES:
n
aLncwLL On an¢i n -t
Bypassed with AISG
ANTENNA TYPE: ANDREW
1, VERIFY ANTENNA DIMENSIONS WITH
DIM.
SBNHH -1D65B
SECTOR: A, B, C
MANUFACTURER.
2. MOUNTING KIT FOR
O D MAST (MODEL f DB380) ( TO 4.5"
01Y)
3. LOCKING TILT MOUNT KIT 0 -13 DEGREES
A
7.1"
B
73"
BOTTOM BRACKET
DOWN TILT ANGLE (MODEL ID85083)
wrenaraoRnnr A
��
4. VERIFY FINAL ANTENNA MODEL WITH
CURRENT VERSION OF THE AT&T RFDS.
C
12"
i CONNECTION , J o WEIGHT 51 LBS J
7 �
'- CABLES 0
e j i
6'
n a JUMPER TOWER MOUNTED AMPLIFIER ® o BOTTOM VIEW USE ROUND MEMBER
NO
AS REQUIRED
TO SECURE JUMPERS-
~I s I.fAY �1•k OO M1tT10Q n a
i
1•k
e
c SEE
; ANTENNA MOUNTING PIPE
Dimensions ®� o « ®•� m �►
Height - 10.8"
~ 3' TO 6' JUMPER Width 8.3" BACK VIEW OF
Depth - 3.7" 1't,
ANTENNA DETAIL 2 Weight - 17.4 lbs. r LTE/UMTS PANEL ANTE
t2
SCALE: N.T.S. A -4 SCAL : N.T.S.
CHRI HER D.' -
j 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARCHITECTS ENGINEERS
SITENAME: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M DM FALLS CHURCH, VA
■ velocirel ���� 1 01 -07 -14 REVISED FINAL ZONING DRAWINGS GMW C No. 032984
5661 COLUMBIA PIKE, SURE 200 SITE NUMBER: CV479A
5661 CHURCH, VA 22041 -2668 • 0 08 -26 -13 FINAL ZONING DRAWINGS CR CD c DETAILS
'7 TEL (703) 611 -6000 UBfRII' PLAZA 1 A 07 -16 -13 PRELIMINARY ZONING DRAWINGS CR CDM S `� I']•1' -I �1
I 1 T C h 1 t e C t s F A Y : (70.3) 671 -6300 complete w i r e l e s s s o l u t i o n s 4801 COX SUITE O DRAWING NUMBER REV
501 ROYAL ORCHARD DRIVE N0. DATE REVISIONS BY CHK APP i NAL E BC
I� e n g t n e e r s AFTON, VA 22920 GLEN ALLEN, VA 23060 SCALE: AS SHOWN IDESCINED C. MORIN DRAWN CR ° ° °'
A -4 3
FENCING AND ARMORING
DRIP UNE i
f I
f
SNOW FENCE _
am
Us
Lf) s �sl
sro Io Ni h. ,
1 «1
011 AM �rlw . .{ r
J BOARD FENCE
� �titir
' _ is r } v % i• CORD FENCE
o
o
Oo ss •. �,.f•
��ra -: -:: is •'�4;,}
O [ -.} .. •. PLASTIC FENCE
N
lr7: [s:'I is >•1 I� �� CORRECT METHODS OP TREE FENCING
o
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c
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PIK
C)
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r
CO R RECT TRUNK ARMORING
Of
so ON
F
TRIANGULAR BOARD FENCE
M
O
N TOWER MOUNTED AMPLIFIER DETAILS
(COMMSCOPE E15S09P78) TREE PROTECTION DETAILS z
SCALE: N.T.S. A -5 SCALE: N.T.S. A -5
0
o`
a �LTH op Dj
° CHRIST PHER D.9
B 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARCHfTECTS ENGINEERS
SITE NAME: CV479
U 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M DM FALLS CHURCH, VA
5661 OOLUMEPA SURE200 ■ SITE NUMBER: CV479A ���� 1 01 -07 -14 REVISED FINAL ZONING DRAWINGS GMW C M NO. 032984 PIKE
FALLS CHURCH, VA 22041 -2666 0 08 -26 -13 FINAL ZONING DRAWINGS CR CD C
TEL- (703) 671 -6000 DETAILS
8 t C h I t e C E S FAX: (703) 671 -63(10 c o m p l e t e w i r e l e s s S O I V t l 0 fl S UBEHIY PIMA I A 07 -16 -13 PREUMINARY ZONING DRAWINGS CR CDM s y �7•�y �'�
501 ROYAL ORCHARD DRIVE X01 COX SURE NO. DATE REVISIONS BY CHK APP I ANAL �� BC DRAWING NUMBER REV
e ri g t n e e r S AFTON, VA 22920 GLEN �� VA 23060
0 SCALE: AS SHOWN DESIGNED C. MORIN DRAWN CR • • • • A -5 3
s
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LEGEND
X X CHAIN LINK FENCE
PROPERTY LINE
— — — — — LEASE AREA
OHT /OHP OVERHEAD TELEPHONE /OVERHEAD POWER
— — — — — — — — — — UNDERGROUND UTILITY LINES
LOD LIMITS OF DISTURBANCE
— SF SF SF SILT FENCE
AREAS OF CRITICAL ( SLOPES WITHIN
DISTURBED AREA (BEFORE DEVELOPMENT)
(TOTAL AREA= 10,102 SF /0.23 AC)
SCALE IN FEET
0 15 30 60 90
BC
a r c h i t e c i s
e n g i n e e r s
I I
EXISTING PROPERTY LINE
- 1745/// /
fl
MATCH LINE_
A - - - - -- -- -A\
07� EROSION & SEDIMENT CONTROL PLAN 1
TRUE NORTH
SCALE: 1 " =30' 7fig_
- --
5661 COLUMBIA PIKE, SUrFE 200 0 veloc i re I
FAILS CHURCH, VA 22041 -2866
TEL (703) 671 -6000
FAX: (703)671 -6300 complete wireless solutions
EXISTING TREE LINE (TYP.)
PROPOSED SILT
FENCE (TYP.) SF
EXISTING CONTOUR (TYP.)
NEW CONTOUR (TYP.)
/PROPOSED 12' GRAVEL
/ ACCESS ROAD
3 04-17-141 REVISED FINAL ZONING DRAWINGS
SITENAME: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS
SITENUMBER: CV479A atia i 01 -07 -14 REVISED FINAL ZONING DRAWINGS
0 08 -26 -13 FINAL ZONING DRAWINGS
LIBERTY PLAZA 1 A 07 -16 -13 PRELIMINARY ZONING DRAWINGS
501 ROYAL ORCHARD DRIVE 4801 COX RD, SUITE 300 NO. DATE
AFTON, VA 22920 G+ ALLEN. VA 23060 REVISIONS
SCALE: AS SHOWN DESIGNED C. MORIN
DRAWN CR
jp' oti 01511 of 17,N
CHRISTOPHER D.9
cP-ml MORIN
No. 032984
y . 17.1y
-ZONAL
BC ARCHrrECTS ENGINEERS
FALLS CHURCH, VA
ION & SEDIMENT CONTROL PLAN
Bar DRAWING NUMBER
E &S -1
EXISTING ACCESS ROAD
PROPOSED 20' ACCESS/
UTILITY EASEMENT
LIMITS OF DISTURBANCE (TOTAL
AREA= 12,162 SF /0.26 AC)
NEW TREELINE (TYP)
PORTION OF EXISTING TREELINE
TO BE REMOVED (TYP.)
,
/
EXISTING PROPERTY LINE
- 1745/// /
fl
MATCH LINE_
A - - - - -- -- -A\
07� EROSION & SEDIMENT CONTROL PLAN 1
TRUE NORTH
SCALE: 1 " =30' 7fig_
- --
5661 COLUMBIA PIKE, SUrFE 200 0 veloc i re I
FAILS CHURCH, VA 22041 -2866
TEL (703) 671 -6000
FAX: (703)671 -6300 complete wireless solutions
EXISTING TREE LINE (TYP.)
PROPOSED SILT
FENCE (TYP.) SF
EXISTING CONTOUR (TYP.)
NEW CONTOUR (TYP.)
/PROPOSED 12' GRAVEL
/ ACCESS ROAD
3 04-17-141 REVISED FINAL ZONING DRAWINGS
SITENAME: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS
SITENUMBER: CV479A atia i 01 -07 -14 REVISED FINAL ZONING DRAWINGS
0 08 -26 -13 FINAL ZONING DRAWINGS
LIBERTY PLAZA 1 A 07 -16 -13 PRELIMINARY ZONING DRAWINGS
501 ROYAL ORCHARD DRIVE 4801 COX RD, SUITE 300 NO. DATE
AFTON, VA 22920 G+ ALLEN. VA 23060 REVISIONS
SCALE: AS SHOWN DESIGNED C. MORIN
DRAWN CR
jp' oti 01511 of 17,N
CHRISTOPHER D.9
cP-ml MORIN
No. 032984
y . 17.1y
-ZONAL
BC ARCHrrECTS ENGINEERS
FALLS CHURCH, VA
ION & SEDIMENT CONTROL PLAN
Bar DRAWING NUMBER
E &S -1
o,
3
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LEGEND
X CHAIN LINK FENCE
PROPERTY LINE
- - - LEASE AREA
OHT /OHP OVERHEAD TELEPHONE /OVERHEAD POWER
- - - - - - - - - - UNDERGROUND UTILITY LINES
LOD LIMITS OF DISTURBANCE
— SF SF SF SILT FENCE
AREAS OF CRITICAL SLOPES WITHIN
DISTURBED AREA (BEFORE DEVELOPMENT)
(TOTAL AREA= 10,102 SF /0.23 AC)
EXISTING ROAD
EXISTING PROPERTY LINE
PORTION OF EXISTING
TREE LINE TO BE
REMOVED (TYP.)
PROPOSED 12' GRAVEL
ACCESS ROAD
PROPOSED 20' ACCESS/
UTILITY EASEMENT
EXISTING ACCESS
NEW TREEUNE (TYP.)
SF PROPOSED SILT
FENCE (TYP.)-
EXISTING CONTOUR (TYP.)
NEW CONTOUR (TYP.)
PROPOSED CULVERT \
-1705 - - - - --
\\\\ ----- - - - - --
\\\\
- - - - - - - - - - - - -
- -- -- -1700 - - - - - -- T.B.M SPIKE IN 24'
- - - CHESTNUT OAK
�\ \ _ • - - - - - - - - - - - - - ELEV. 1694.58
--------- - - - ---
ROYAL ORCHARD LAND CORP.
PARCEL ID: 05300 -00 -00 -00200
D.B: 4337 , PG: 102
ZONING: RURAL AREAS
ELEV. 1686, 00'
J
ELEV. 1685,88'
LIMITS OF DISTURBANCE (TOTAL
TOP OF PLATFORM
AREA= 12,162 SF/0.28 AC)
41
`\`\
JO
PROPOSED CHAIN UNK SECURITY
EXISTING T.B.M SPIKE
ELEV. 1682.10
-_
- - --
wit
at
\
1725- --
\ -
-,
EXISTING CONTOUR (TYP.)
NEW CONTOUR (TYP.)
PROPOSED CULVERT \
-1705 - - - - --
\\\\ ----- - - - - --
\\\\
- - - - - - - - - - - - -
- -- -- -1700 - - - - - -- T.B.M SPIKE IN 24'
- - - CHESTNUT OAK
�\ \ _ • - - - - - - - - - - - - - ELEV. 1694.58
--------- - - - ---
ROYAL ORCHARD LAND CORP.
PARCEL ID: 05300 -00 -00 -00200
D.B: 4337 , PG: 102
ZONING: RURAL AREAS
PROPOSED AT&T
EXISTING TREE TO - - _ _ - - _ - - - _ _ - - - _ - y, / / EQUIPMENT SHELTER
BE REMOVED (TYP.) _ - - - - - - - - _ _ _ - ! ` r, , / LOCATION
PROPOSED AT &T - - - -
- - _ _ - - - - - - - _ _ - - _ 1675 / EXISTING ACCESS ROAD
-- 1 �— �— �'� /
60'X60' LEASE AREA - ----- - - ---- - - - -T_ - - - -�� - f
---- .--- .-- . - - - - -- -_�_� � � _/
PROPOSED AT&T 66' -0'
- --- - - - - -- _r - - -- _ -_ -r- / MONOPOLE
-- - - - - -- �____ _ _i — — 1670
- - - - - --
SCALE IN FEET ` \\ i -_- > -- - - - - -�- - -- _ - - -- - --
moff-
EROSION & SEDIMENT CONTROL PLAN(:! \ \ \ F - '' - --
'�)
) rJ 30 60 90 SCALE: 1 " =30' r � - -- •�
TRUE NORTH - - - - -- - = -11i
-- - - - - -- HER 'n B 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARCHfTECTS ENGINEERS
SITE NAME: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M DM FALLS CHURCH, VA SUffE 5661 OOLL618AVA2041 -2 3 ■ SITE NUMBER: CV479A ���� 1 01 -07 -74 REVISED FINAL ZONING DRAWINGS GMW No. 032984 Pil,
FALLS TEL (70, VA 22041 -2866 0 08 -26 -13 FINAL ZONING DRAWINGS CR CD C
m (ta,) s71 -s000 •••� OSION & SEDIMENT CONTROL PLAN
3 r C h i T e c t s FAX: (7031 671 -6500 complete W I F e l e s 5 solutions LIBERTY PLAZA I A 07 -16 -13 PRELIMINARY ZONING DRAWINGS CR CDM s q - 1/ -1y
501 ROYAL ORCHARD DRIVE 4801 COX RD, 51117E 300 N0. DATE REVISIONS BY CHK APP IQ 1` DRAWING NUMBER REV
e n g i n e e r s AFTON, VA 22920 L� Ate' VA 23060 NAL
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN CR ° •' • • • • E &S -2 3
ELEV. 1686, 00'
J
ELEV. 1685,88'
LIMITS OF DISTURBANCE (TOTAL
TOP OF PLATFORM
AREA= 12,162 SF/0.28 AC)
41
ELEV. 1686.50'
PROPOSED CHAIN UNK SECURITY
EXISTING T.B.M SPIKE
ELEV. 1682.10
FENCE (1.911± SQFr)
wit
at
PROPOSED AT&T
EXISTING TREE TO - - _ _ - - _ - - - _ _ - - - _ - y, / / EQUIPMENT SHELTER
BE REMOVED (TYP.) _ - - - - - - - - _ _ _ - ! ` r, , / LOCATION
PROPOSED AT &T - - - -
- - _ _ - - - - - - - _ _ - - _ 1675 / EXISTING ACCESS ROAD
-- 1 �— �— �'� /
60'X60' LEASE AREA - ----- - - ---- - - - -T_ - - - -�� - f
---- .--- .-- . - - - - -- -_�_� � � _/
PROPOSED AT&T 66' -0'
- --- - - - - -- _r - - -- _ -_ -r- / MONOPOLE
-- - - - - -- �____ _ _i — — 1670
- - - - - --
SCALE IN FEET ` \\ i -_- > -- - - - - -�- - -- _ - - -- - --
moff-
EROSION & SEDIMENT CONTROL PLAN(:! \ \ \ F - '' - --
'�)
) rJ 30 60 90 SCALE: 1 " =30' r � - -- •�
TRUE NORTH - - - - -- - = -11i
-- - - - - -- HER 'n B 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARCHfTECTS ENGINEERS
SITE NAME: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M DM FALLS CHURCH, VA SUffE 5661 OOLL618AVA2041 -2 3 ■ SITE NUMBER: CV479A ���� 1 01 -07 -74 REVISED FINAL ZONING DRAWINGS GMW No. 032984 Pil,
FALLS TEL (70, VA 22041 -2866 0 08 -26 -13 FINAL ZONING DRAWINGS CR CD C
m (ta,) s71 -s000 •••� OSION & SEDIMENT CONTROL PLAN
3 r C h i T e c t s FAX: (7031 671 -6500 complete W I F e l e s 5 solutions LIBERTY PLAZA I A 07 -16 -13 PRELIMINARY ZONING DRAWINGS CR CDM s q - 1/ -1y
501 ROYAL ORCHARD DRIVE 4801 COX RD, 51117E 300 N0. DATE REVISIONS BY CHK APP IQ 1` DRAWING NUMBER REV
e n g i n e e r s AFTON, VA 22920 L� Ate' VA 23060 NAL
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN CR ° •' • • • • E &S -2 3
HT
0
N
CONSTRUCTION OF A SILT FENCE
(WITHOUT TVIRE SUPPORT)
I SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES
6'MAX.
FLOC
I -
3 STAPLE FILTER MATERIAL 4 BACKTILL AND COMPACT
TO STAKES AND EXPEND THE F.XCAVATFD SOIL.
IT INTO THE TRENCH.
III' � IIII
FLOW
SHFET FLOW INSTALLATION
(PEP.SPECTIVE VIEW)
A I 4 B I A \ \\.
FLOW — — —
1
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
CONSTRUCTION OF A SILT FENCE
(WITH IVIRE SUPPORT)
1. SE POSTS AND EXCAVATE A 4X4" 2 STAPLE WIRE FENCING TO THE POSTS
TRENCH UPSLOPE ALONG THE LINE
CF POSTS
i l l
IIII �� i 111 y IIII
_ I
FLON'I v
3 A-TACH THE FILTER =ABR;C TO ME WIRE 4 BA:hFhL AND CO'J ?ACT TyE
FfraCE AND EXTEND IT INTO THE TRENCH EXCAVATED SOIL
}VIA r
FLOW
III (`-
EXTENSION OF FABRIC AND W.RE R;TO 'NE TRENCH
II
FILTER FABRIC -
II
k W RE
SF SUPER SILT FENCE STD 3.05 -2
�ATH OF
EROSION & SEDIMENT CONTROL DETAILS 1 O f
N SCALE: N.T.S. kS - "✓�
Q CHRIST PHER D.�;"
0_ 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARCHITECTS ENGINEERS
B Eveloc SITE NAME: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M DM FALLS CHURCH, VA
irel SITE NUMBER: CV479A ���� 1 01 -07 -14 ANAL REMSED Z FINAL ZONING DRAWINGS GMW C M No. 032984
5661 CMUNBIA PIKE, SURE 200
FALLS CHURCH, VA 22041-2666 0 08 -26 -13 FINAL ZONING DRAWINGS OR
CD c OSON &SEDIMENT CONTROL DETAILS
TEL (703) 671 -6000
- A 07 -18 -13 PRELIMINARY ZONING DRAWINGS CR cDM 'I
0 a r c h i t e c t s FAX: (703) 671-6300 complete wireless solutions UBEIMPUUI
501 ROYAL ORCHARD DRIVE 4801 COX RD, SUITE 300 SIp LTAL E� l' l J DRAWING NUMBER REV
N0. DATE REVISIONS BY CHK APP 1Y P�
I AFTON, VA 22920 �+ �+, VA 23060 Z
^0 a tl g 1 Il e e r S SCALE: AS SHOWN DESIGNED C. MORIN DRAWN OR • • • • E &S -3 Z
C
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GENERAL LAND CONSERVATION NOTES
1. NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 7 CALENDAR DAYS UNLESS IT IS
AN ACTIVE WORK AREA OR OTHERWISE AUTHORIZED BY THE DIRECTOR OR HIS AGENT.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS
THE FIRST STEP IN GRADING.
3. ALL STORM AND SANITARY LINES NOT IN STREETS SHALL BE MULCHED AND SEEDED
WITHIN 7 DAYS AFTER BACKFILL. NO MORE THAN 500 FEET SHALL BE OPEN AT ANY ONE
TIME.
4. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE
COMPACTED, SEEDED AND MULCHED WITHIN FIVE DAYS AFTER BACKFILL
5. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED AND
SEEDED WITH TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY
MULCH IS REQUIRED. THE SAME APPLIES TO ALL SOIL STOCKPILES.
6. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET
PROTECTION, MAINTAINED AND MODIFIED DURING CONSTRUCTION AS REQUIRED.
7. ANY DISTURBED AREA NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER 1ST OR
DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR STRAW AT
THE RATE OF TWO TONS PER ACRE AND OVER- SEEDED BY APRIL 15TH.
& AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL
TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS SHALL BE
STABILIZED. COUNTY INSPECTOR TO APPROVE REMOVAL OF ALL TEMPORARY SILTATION
MEASURES.
NOTES:
1. GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SILTATION CONTROLS AS
DEEMED NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER SEDIMENT CONTROL.
2. ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES TO BE RELOCATED AS
NECESSARY TO ACCOMODATE THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS
RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENT CONTROL NARRATIVE ( CONSTRUCTION SEQUENCE ):
1. INSTALL CONSTRUCTION ENTRANCE IF REQUIRED.
2. INSTALL SILT FENCES IN THEIR LOCATIONS AS SHOWN ON PLAN.
3. CLEAR SITE.
4. CONSTRUCT TOWER & EQUIPMENT WITHIN FENCED COMPOUND.
5. PERMANENTLY STABILIZE DISTURBED AREAS PER VIRGINIA EROSION AND SEDIMENT CONTROL
STANDARD AND SPEC. 3.32.
6. REMOVE E &S CONTROLS WITH THE SITE INSPECTORS PERMISSION. FSAFD
SOURCE CONTROL NARRATIVE:
VEGETATIVE BUFFERS:
A VEGETATIVE BUFFER WILL BE PRESERVED AROUND PARTS OF THE PERIMETER OF THE SITE
THROUGHOUT THE WORK.
FLOW DISPERSION:
STORM WATER SHEET FLOWS ACROSS THE SITE FROM SOUTH TO NORTH
SITE SENSITIVITY:
ALL THE SILT FENCES SHOULD PREVENT SILT FROM ENTERING THE DOWN GRADIENT WATER
BODIES AND STORM SEWER SYSTEMS.
MAINTENANCE:
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND
AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED, IN
PARTICULAR:
1. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR
DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF
SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER.
2. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS
MAITAINED. AREAS SHOULD BE FERTILIZED AND RE- SEEDED AS NEEDED.
3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ESC CONTROLS DURING CONSTRUCTION.
4. INSPECTION TO BE CONDUCTED SHALL BE PER ALBEMARLE COUNTY STANDARDS AND
REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS.
5. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE PER WEEK.
SEDIMENT SHALL BE REMOVED AFTER IT BECOMES 1/3 HEIGHT OF SILT FENCE.
TABLE 3.32 -D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
Total Lbs
Per Acre
ium Care Lawn
- Commercial or Residential
175 -200 lbs.
Kentucky 31 or Turf -Type Tall Fescue
95.1001
- Improved Perennial Ryegrass
0.5%
Kentucky Bluegrass
0.5%
I;ph- Maintenance fawn
200.250 lbs.
- Kentucky 31 or Turf-Type Tall Fescue
icneral Slooe (3:1 lessl
IOf1�F
or
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
Seasonal Nurse Crop '
20 lbs.
1
150 lbs.
nw- Maintenance Slone (Steeper than 3:11
GMW
Kentucky 31 Fescue 108 lbs.
Red Tap Grass 2 lbs.
Seasonal Nurse Crop • 20 lbs.
Crownvctch " 20 lbs.
150 lbs.
Use seasonal nurse crop in accordance with seeding dates as stated below:
February 16th through April Annual Rye
May 1st through August 15th ..................... Foxtail Millet
August 16th through October ...................... Annual Rye
November through February 15th ................... Winter Rye
'• Substitute Sericea Icspcdcz for Crownvetch east of Farmville. Va. (May
through September use hulled Sericea, all other periods, use unhulled Sericea).
If Flatpea is used in lieu of Crowmxtch, increase rate to 30lbs. /acre. All legume
seed must be properly inoculated. Weeping Lovegrass may be added to any slope
or low- maintenance mix during warmer seeding periods: add 10-20 lbs. /acre in
mixes.
EROSION AND SEDIMENT CONTROL NARRATIVE:
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A MONOPOLE FOR THE PURPOSE
OF INSTALLING ANTENNAS. AN EQUIPMENT SHELTER ALONG WITH ASSOCIATED UTILITIES WILL
BE LOCATED AT THE BASE OF THE TOWER ON A SLAB. THE LEASE AREA OF THE TOWER IS
3,600 S.F. (0.08 ACRES)
ESC MEASURES - STRUCTURAL PRACTICES
STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE & SUPER SILT
FENCE. ALL MEASURES SELECTED ARE STANDARD ESC ITEMS FOR THIS APPLICATION. ANY
DISTURBED AREA DENUDED FOR SEVEN DAYS THAT IS NOT IN ACTIVE WORK AREA SHALL BE
TEMPORARILY SEEDED,
VEGETATION PRACTICES:
VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF ALL GRASS AREAS.
MANAGEMENT STRATEGIES:
1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END
AS QUICKLY AS POSSIBLE.
2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING.
3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS,
ETC.
4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL ASC PRACTICES.
5. AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURE WILL BE
CLEANED UP AND REMOVED, ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31
TALL FESCUE ACCORDING TO STD. AND SPEC. 3.32, PERMANENT SEEDING, OF THE
HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH
HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES
PROPERLY. MULCH ( STAW OR FIBER ) WILL BE USEDON RELATIVELY FLAT AREAS. IN ALL
SEEDING OPERATIONS, SEED FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING.
-APPLY LIME AT TWO (2) TONS/ AC OF OVERSIZED AGRICULTURAL GRADE LIMESTONE.
-APPLY FERTIUZER AT 1000 LBS/ AC, 10 -20 -10 OR EQUIVALENT NUTRIENT( 23
LBS. /1000 SF)
-APPLY SEEDING AT 2000LBS/ ACRE
STORMWATER MANAGEMENT:
THERE ARE NO PROPOSED STORMWATER MANAGEMENT STRUCTURES.
TABLE 331 -R
ACCEPTABLE TEMPORARY SEEDING K.C%7 MATERIALS
-QUICK REFERENCE FOR ALL REGIONS
Rate
Ylaati111 111113 5213315 (lbs[att11
Sept. I - Feb. 15 50/50 Mix at
Annual Ryeg-
((pl'vm mini - Roruml
100
Cereal (Winter) Rye
(Senk "reek)
Feb. 16 - Apr. 30 Annual Ryclp ss a +�
([nl "um mini •0orum)
May I - Aug 31 German Miliet
(Srt,r, W14 aI
'A"m
ipcr�
runrcm7inuLPD n b
B 5661 COLURBIA PIKE, SURE 200
FALLS CHURCH, VA 22041 -2668
TEL (703) 671 -6000
a r c h 1 t e C t S FAX: (703) 671 -6300
e n g I n e e r S
■
SITENAME: CV479
SITE NUMBER: CV479A
501 ROYAL ORCHARD DRIVE
AFTON, VA 2292
MM
����
UBBUY PLAZA 1
4801 COX RD, SURE 300
GLEN ALLEN, VA 230611
3
04 -17 -14
REVISED FINAL ZONING DRAWINGS
GMW
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MORIN
No. 032984
L,
l 1 ?.l�
S1> ��
l QArAL
1 V
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
2
03 -21 -14
REVISED FINAL ZONING DRAWINGS
GMW
tM
DM
1
01 -07 -14
REVISED FINAL ZONING DRAWINGS
GMW
C
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0
08 -26 -13
FINAL ZONING DRAWINGS
CR
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complete w i r e l e s s s o l u t i o n s
A
07 -16 -13
PRELIMINARY ZONING DRAWINGS
CR
CDM
M
��'
DRAWING NUMBER
REV
N0.
DATE
REVISIONS
BY
CHK
APP
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13
SCALE:
AS SHOWN
DESIGNED C. MORIN DRAWN
CR