HomeMy WebLinkAboutARB201400055 Legacy Document 2014-07-23PROJECT INFORMATION
SCOPE OF WORK:
INSTALLATION OF A NEW EQUIPMENT SHELTER AND NEW ANTENNAS WITH
UTILITIES
ASSOCIATED EQUIPMENT MOUNTED ON A NEW 68.0' MONOPOLE TOWER.
SITE ADDRESS:
501 ROYAL ORCHARD DRIVE
TELCO:
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
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SITE NAME: CV479
SITE NUMBER: CV479A
VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS
DIRECTION: SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
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 AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
REV 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 ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
REV NUCKOLS
CHARLOTTESVILLE 70.2 MI, TAKE EXIT 107 FOR US -250 TOWARD CROZET/YANCEY MILLS 0.2 MI. TURN LEFT ONTO US -250 BUILDING
3 W /ROCKFISH GAP TURNPIKE 6.9 MI. TURN RIGHT ONTO ROYAL ORCHARD DR /STATE ROUTE F -182 CONTINUE TO FOLLOW ROYAL ORCHARD VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC 2009)
DR DESTINATION WILL BE ON THE RIGHT 1.4 MI.
ELECTRICAL CODE
VIRGINIA UNIFORM STATEWIDE ELECTRICAL CODE (2008)
SUBCOMRICTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
3 AMERICAN CONCRETE INSTITUTE (ICI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
3 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (MSC), MANUAL OF STEEL CONSTRUCUON, ASD, NINTH EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 -F, STRUCTURAL STANDARDS FOR SI R ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
3 TLA 607, COMMERCUL BUILDING GROUNDING AND BONDING REOUIREMENTS FOR TELECOMMUNICATIONS
3 NSTTUrE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESTSTNITY, GROUND IMPEDANCE, AND EARTH SURFACE POTWnA S OF A
3 GROUND SYSTEM
3 EFE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EGBPMENT
3 IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3' AND -HIGH SYSTEM EXPOSURE7)
TELCORGA GR -1275, GENERAL INSTALLATION REQUIEMEIM
3�/
3 TECORDIA GR -1503, COAXIAL CABLE CONNECTIONS
3 ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
3 i FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION. OR 00 REQUIREMENTS, THE MOST
RESTRICTIVE REQUIREMENT SHN1 GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT. THE SPECIFIC REQUITEMENT SHALL
Q GOVERN.
i
Q ARCHITECTURAL REVIEW BOARD APPROVAL
SITE
APPROVED BY : DATE:
, =c' a ALBEMARLE COUNTY PLANNING APPROVAL
2so `A0�`�1r
APPROVED BY : DATE:
�i
NOTES ARBORIST INFO
r MAGNETIC DECLINATION - 9' 29' 51" W CHANGING
BY 2.2' W PER YEAR AS OF 12/16/2013
0
FrQN
N MICHAEL ABBOTT /
BATTLER TREE EXPERTS J(
(434) 971 -3020
0
SITE NAME: CV479
U UNZ;7 e�
5661 COLUMBIA PIKE, SUITE 200 SITE NUMBER: CV479A
� FAILS CHURCH, VA 22041 -2868
TEL (703) 671 -6000
r a r c h i t e c t s FAX: (703) 671-6300 complete wireless solutions
i 501 ROYAL ORCHARD DRIVE
o e n g i n e e r s AFTON, VA 22920 I I
SCALE. 1"=2000'
at &t
UBBM PLAZA 1
4801 COX RD, SURE 300
GLEN ALLEN, VA 23060
AT &T CONSTRUCTION:
AT &T COMPUANCE:
3 04 -17 -14 REVISED FINAL ZONING DRAWINGS 3DRAWN
2 03 -21 -14 REVISED FINAL ZONING DRAWINGS
1 01 -07 -14 REVISED FINAL ZONING DRAWINGS
0 08 -26 -13 FINAL ZONING DRAWINGS
A 07 -16 -13 PRELIMINARY ZONING DRAWINGS
N0. DATE REVISIONS
SCALE: AS SHOWN DESIGNED C. MORIN
TH OF �r
I�
r rt
MORIN
No. 032984
q. 17.1-1 1
sIONAL E BC
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
T -1
TITLE SHEET
3
SP -1
SURVEY
A -0
SITE PLAN
A -OA
AREA PLAN
A -1
COMPOUND PLAN
A -2
TREE HEIGHT DIAGRAM
A -3
SHELTER DETAILS
A -4
DETAILS
A -5
DETAILS
Y E &S -1
EROSION & SEDIMENT CONTROL PLAN
E &S -2
EROSION & SEDIMENT CONTROL PLAN
o E &S -3
EROSION & SEDIMENT CONTROL DETAILS
I E &S -4
EROSION & SEDIMENT CONTROL NOTES
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SITE NAME: CV479
SITE NUMBER: CV479A
VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS
DIRECTION: SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
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 AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
REV 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 ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
REV NUCKOLS
CHARLOTTESVILLE 70.2 MI, TAKE EXIT 107 FOR US -250 TOWARD CROZET/YANCEY MILLS 0.2 MI. TURN LEFT ONTO US -250 BUILDING
3 W /ROCKFISH GAP TURNPIKE 6.9 MI. TURN RIGHT ONTO ROYAL ORCHARD DR /STATE ROUTE F -182 CONTINUE TO FOLLOW ROYAL ORCHARD VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC 2009)
DR DESTINATION WILL BE ON THE RIGHT 1.4 MI.
ELECTRICAL CODE
VIRGINIA UNIFORM STATEWIDE ELECTRICAL CODE (2008)
SUBCOMRICTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
3 AMERICAN CONCRETE INSTITUTE (ICI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
3 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (MSC), MANUAL OF STEEL CONSTRUCUON, ASD, NINTH EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 -F, STRUCTURAL STANDARDS FOR SI R ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
3 TLA 607, COMMERCUL BUILDING GROUNDING AND BONDING REOUIREMENTS FOR TELECOMMUNICATIONS
3 NSTTUrE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESTSTNITY, GROUND IMPEDANCE, AND EARTH SURFACE POTWnA S OF A
3 GROUND SYSTEM
3 EFE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EGBPMENT
3 IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3' AND -HIGH SYSTEM EXPOSURE7)
TELCORGA GR -1275, GENERAL INSTALLATION REQUIEMEIM
3�/
3 TECORDIA GR -1503, COAXIAL CABLE CONNECTIONS
3 ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
3 i FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION. OR 00 REQUIREMENTS, THE MOST
RESTRICTIVE REQUIREMENT SHN1 GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT. THE SPECIFIC REQUITEMENT SHALL
Q GOVERN.
i
Q ARCHITECTURAL REVIEW BOARD APPROVAL
SITE
APPROVED BY : DATE:
, =c' a ALBEMARLE COUNTY PLANNING APPROVAL
2so `A0�`�1r
APPROVED BY : DATE:
�i
NOTES ARBORIST INFO
r MAGNETIC DECLINATION - 9' 29' 51" W CHANGING
BY 2.2' W PER YEAR AS OF 12/16/2013
0
FrQN
N MICHAEL ABBOTT /
BATTLER TREE EXPERTS J(
(434) 971 -3020
0
SITE NAME: CV479
U UNZ;7 e�
5661 COLUMBIA PIKE, SUITE 200 SITE NUMBER: CV479A
� FAILS CHURCH, VA 22041 -2868
TEL (703) 671 -6000
r a r c h i t e c t s FAX: (703) 671-6300 complete wireless solutions
i 501 ROYAL ORCHARD DRIVE
o e n g i n e e r s AFTON, VA 22920 I I
SCALE. 1"=2000'
at &t
UBBM PLAZA 1
4801 COX RD, SURE 300
GLEN ALLEN, VA 23060
AT &T CONSTRUCTION:
AT &T COMPUANCE:
3 04 -17 -14 REVISED FINAL ZONING DRAWINGS 3DRAWN
2 03 -21 -14 REVISED FINAL ZONING DRAWINGS
1 01 -07 -14 REVISED FINAL ZONING DRAWINGS
0 08 -26 -13 FINAL ZONING DRAWINGS
A 07 -16 -13 PRELIMINARY ZONING DRAWINGS
N0. DATE REVISIONS
SCALE: AS SHOWN DESIGNED C. MORIN
TH OF �r
I�
r rt
MORIN
No. 032984
q. 17.1-1 1
sIONAL E BC
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
TITLE SHEET
DRAWING NUMBER
T -1
SITE INFORMATnN
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. 51125C00408, DATED 6 -18 -2010
NO WETLANDS AREAS HAVE INVESTIGATED BY THIS SURVEY
20 ACCESS & UTILITY EASEMENT
S! cted on o// thol piece or parcel of lad owned by
R.'_1 O chord C od Corp. o m for poste /s,
05107- 00 -00- 00190, 05� -� -00- 00200, &
051o7-00 -00- 00100, recorded ot'geed gook J695
of Page 71 & '91 1 goat 4JJ7, of Page 702 in the
Cl-* s Off- of the Crcoit Cvort, 40-1, C nly,
cl menciny o! o pant "e"Ied n the rente /he of
R ojul Och-o O i ,, said pan! benq opprosimole /y 05
miles east of US Route 250, Rockfish Cep Turnpike.
Soil point o /so be7ng the beginning of the of
0 20' Access & Uldly Eosemet,* thence olmg the
/enterli a of raid 20' Access & U /dly Eosrme! the
d/ wng courser
!hence N 60D574" E o'stance of 4561' to o pdnt
thence N 777447 "E o dstmce of 7746' to o,00nt
there N 62Uf 76 E o dstmce of 56.12' to o pviht,
thence N 56:16:)8 ' E o dislonce of 8J52' to o point
thence N 6J71'18' E v dstonce of 16899' to o point,'
thence N 6577:18 "E o dstonce of 1J2 J5' 10 o poin!,'
thence N 6270'16" E o '.state of 8840' to o Rohl,
!hate N 5 -75605' E o 'stance of 52 40' tv o pant,'
those N JBD905 "E o dslance of 175.74' to v point,'
those N 407J77' E o dstonce of 9605' too Pwht
Chats N JJ7577 "E v dslance x/.1605' to o point,'
those N 275520'E o dstonce of 7625' to .,011)14'
there N Jl J7:57" E o dstmce of 1J224' to o point,'
Chore N 17VJLU E o dstmce of 4591' to a pant,'
thence N 097028" E o dstmce of J291' to o post'
/Aare N 0078'12 "E a dstmce of 6078' to apart.- Ihore N 0417974 "E o dstmce of 41. 46' /o o p ht
Ihore N 159150'E o dstonce of 4565' to o pant
!here with o cur,C turning to the nyht with m me / gth
of 99 J2: with o adios of 50 00, with o chard bee inq o/
N 7276'16 "E with o chard length of 8J 78: to o poet
these S 5039'!8" C v dstonce of 50.42' !o o poin(,
/here S 577712" E o dstonce o/ 6/ 4B' to o pant-,
there S 573.151" E o dislonce of 6625' & o paint
there S 28%870 "E o 'store o/ 8707' tv o pant,
thence S 2530:16 "E o dstmce o/ 7570" to o point
thece S 22D845" W v'store o/ 80g6' to o point,
there 5 165844 "E o distance of 7778' to o point,
these S 5677178 "E o dstonce o/ 112 JO' to o poet,
Chore N 681X779 "E o dslmce of 7709' to o pant
said paint being the end of the centerline of o 20'
Access & Utihly Easemer/
60' x 60' Lease Area
Stunted an o// (hol piece I, parcel o/ land owned by
Ropl � hard Lond Cory o v /ox pmce%
05JO7- 00 -0 0- 00200, recce dM of Oeed gook 4JJ7,
o/ Page 102 'n the a-* 'r om a of the Gicuit Cour/,
Albemarle Count/; ✓11
C mocnq of the od o/ the cenlcv/ne of the lbre
Described 20' Access & UNLly E sane! these /-g
/he east and o/ said eosemenl S 215941" E o
dstmce of 7007' io o pdnt raid pant being the
na-th east ca- - of o 50'r 50'1eose Arm, and
the P /oce of begnning, !hero o /mg the /ease hoes:
S 21' 59' 41' E, o ''stance of 60.07' to o point.
/hence S 66' 00' 79" W o dstmce of 6007' to o Ron t,'
thence N 21' 59' 41 W, o dstoce of 60.07' to v p-1
thence N 68' 00' 19 E, o dstmce of 6000' to o pool,
sold po-1 being the p/xe of beglni g 'grid rm /om rig
J, 500 s f of /and more or /'-
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 RECORDB) ON 6- 4-2013
SUB -METER ACCURACY TO NEAREST FOOL
BASIS OF BEARINGS: CPS OBSERVATIONS RECORDED ON 6 -4 -2013
SUB -METER ACCURACY TO NEAREST FOOT
NOTES:
LARTLIDE AND LONGITUDE SHOWN HEREON ARE BASED ON NAD83
AND ELEVATIONS NAVD 1988.
A BOUNDARY SURVEY WAS NOT PERFORMED FOR THE PREPARATION
OF THIS PLAT, PROPERTY ONES AS SHOWN WERE COMPLED FROM
TAX MAPS, DEEDS & PIATS OF RECORD. HALM 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.STC'4�A7- 00- 00700_;�QE /N 24'
nvFC7A/r /r ner
CLIENT:
\Y,
afit
LIBERTY PLAZA 1
4801 COX ROAD, SUITE 300
GLEN ALLEN, VA 23060
TEL: (804) 360 -3511
FAX: (804) 360 -5793
CLIENT:
BC Architects Engineers, PLC
5661 Columbia Pike, Suite 200
Falls Church, VA 22041 -2868
CONSULTANT:
ALOE
SURVEYS
10400 (4IE'STE'R ROA L)
CHESTER. VA. 23831
PHUNE: 804- 748 -8707
DRAVN BY. RLL
APPROVED BY, RLL
REVISIONS
NO I DATE I DESCRIPTION I BY
SITE NUMBER:
CV479A
SITE ADDRESS:
501 ROYAL ORCHARD DR.
AFTON. VA 22920
SEAL:
AVTH OF
f
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
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PARCEL ID: 05300 -00 -00 -00180
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PARCEL ID: 05300 -00 -00 -00180
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AFTON VA 2292D
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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
BC
° " ° "'
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 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'
\
--
TYPE
PROPOSED CULVERT
CANOPY ELEV.
HEIGHT
COMMENT
1
24
CHESTNUT OAK
1661.41
1731.2±
69.8±
REFERENCE TREE
2
15"
1 OAK
1662.51
PORTION OF EXISTING TREE
LINE
LL\
`
15"
TO BE REMOVED (TYP.)
1658.4±
731
TO REMAIN
4
18"
OAK
1655.3±
6B±
TO REMAIN
5
8"
TREE
EXISTING TREE LINE
L
TO REMAIN
TO BE REMAIN
18"
MAPLE
1662.9±
471
TO REMAIN
7
8°
TREE
1662.91
L��\
TO REMAIN
1
V A
CHESTNUT OAK
1666.21
LLL\
65.5±
\�
9
20"
CHESTNUT OAK
\
PROPOSED 12'
GRAVEL ROAD
a \� EXISTING TREE TO BE
�I REMOVED (TYP. OF 23) \
0
I -
� a
o \ NEW TREELINE (TYP.)�
N PROPOSED AT &T 20'
ACCESS /UTILTIY EASEMENT
FROM LEASE AREA TO
Ell
of ROYAL ORCHARD DRIVE
cn PROPOSED 4' UTILITY H -FRAME
A c'c PROPOSED 30 AMP
DISCONNECT FOR MESA -
PROPOSED VERIZON MESA SPAN XL
CABINET & HUBBLE QUAZITE BOX '
a PROPOSED 5OkW
CD
AT &T GENERATOR -�
PROPOSED CHAIN LINK
c
SECURITY FENCE (1.911± SO
E PROPOSED AT &T
\ 60'X60' LEASE AREA -
it
TEMPORARY TREE ,> /
a PROTECTION (TYP)- � \ /
r�7 �> X
> /
0 PROPOSED PERMANENT TREE ;,2
PROTECTION FENCE (TYP) A�5
N (
O
Y f
0
SCALE IN FEET
zl 0 15 30 60 90
4
�t
X18
FINISH NOTE
MONOPOLE, GROUND EQUIPMENT,
ICE BRIDGE, CABLES AND
ANTENNAS SHALL BE PAINTED
SWI116090 JAVA BROWN. FINAL
SELECTION TO BE APPROVED BY
ALBEMARLE COUNTY.
PROPOSED CULVERT
BENCHMARK SPIKE IN
24' CHESTNUT OAK
N 3903076.95
E 11388124.00
ELEV.= 1694.58
PROPOSED
TURNAROUND /PARKING
.)Y12�
I �N S f 8
4 I
T PROPOSED AT &T
11' -5 "x16' SHELTER--�
1*13
r' 1 �
EXISTING REFERENCE
TREE #1 DRIP LINE
OA
TRUE NORTH
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"
1 OAK
1662.51
1726.4±
63.9±
TO REMAIN
3
15"
ICHESTNUT OAK
1658.4±
731
TO REMAIN
4
18"
OAK
1655.3±
6B±
TO REMAIN
5
8"
TREE
1659.0±
42±
TO REMAIN
6
18"
MAPLE
1662.9±
471
TO REMAIN
7
8°
TREE
1662.91
42±
TO REMAIN
8
20"
CHESTNUT OAK
1666.21
1731.7±
65.5±
TO REMAIN
9
20"
CHESTNUT OAK
1671.41
65±
TO REMAIN
10
6"
HICKORY
1670.5±
37±
TO BE REMOVED
11
6"
HICKORY
1673.6±
42±
TO BE REMOVED
12
6"
HICKORY
1673.31
33±
TO BE REMOVED
13
15"
OAK
1661.3±
601
TO REMAIN
14
36"
TRI. OAK
1660.6±
71±
TO REMAIN
15
10"
CHESTNUT 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±
571
TO BE REMOVED
22
6"
HICKORY
1679.9±
341
TO BE REMOVED
23
20"
CHESTNUT OAK
1680.6±
641
TO BE REMOVED
24
20"
CHESTNUT OAK
1681.91
69±
TO REMAIN
25
10"
TREE
1680.5±
291
TO REMAIN
26
12"
CHESTNUT OAK
1682.0±
46±
TO REMAIN
27
24"
CHESTNUT OAKI
1669.1±
651
TO REMAIN
28 1
12" 1
OAK 1
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
L (TYP. OF 3) PAINTED
ISW #6090 JAVA BROWN
COMPOUND PLAN 1
SCALE: 1 " =30' p -1
EXISTING DRIP
UNE (TYP.)
SITE NAME: CV479
veloolel SITE NUMBER: CV479A at &t
5661
TEL PIKE, SUITE 2DO
FALB CHURCH, VA 22041 -2868
■ 1.: (703) 671-6M
r a r c h i t e c t S FAX: (703) 671-M complete wireless solutions LIBUM PLVA1
501 ROYAL ORCHARD DRIVE 4801 COX RD, SUrrE 300
AFTON, VA 22920 GLEN ALLEN, 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'
✓ 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
// rl
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. DATE REVISIONS BY
SCALE: AS SHOWN JoESIGNED C. MORIN IDRAWN CR
Is
� w
w o 30
w
3
OF It,
gI' PHFR D_'' -
MORIN
No. 032984
q. 17.1y
SIi01VAL
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
ELEVATION r2
SCALE: 1 " =10' A -1
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
COMPOUND PLAN
DRAWING NUMBER
A -1
H
0
N
Y
N
W
Of
Q
#2 - 633
#14 - 71
#13 - 60
#15 -45
SCALE IN FEET
10A
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
16553±
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
■TH 0
O Gj■,
0 ° ' — f■
f"T-TR�PNF.R P
Jg 5661
FALL cHUMBIA PIKE, 41- zoo
FALLS CHURCH, VA 22041 -2868
TEL- (703) 671-6000
3 C C h 1 t e C It S FAX: (703) 671 -6300
e n g 1 n e a t S
■ veloc ire
�e,I
SITE NAME: CV479
.^
SITE NUMBER: OV479A
501 ROYAL ORCHARD DRIVE
AFTON, VA 22920
����
M ``
UBOM PLAZA I
GLEN AALLEN VA122306>30
3
04 -17 -14
REVISED FINAL ZONING DRAWINGS
GMW
CDM
MORIN
No. 032984
44 . 17.1y
S ■
J0 L y�l`
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
2
03 -21 -14
REVISED FINAL ZONING DRAWINGS
GMW
DM
1
01 -07 -14
REVISED FINAL ZONING DRAWINGS
GMW
\X-1
TREE HEIGHT DIAGRAM
0
08 -26 -13
FINAL ZONING DRAWINGS
CR
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
BG'
DRAWING NUMBER
REV
N0.
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"
o o . . . . . . .
2'- 2
C1 o O
O O w i ut
a3 -
PORT C1 °
GEN OPEN FOR GENERATOR °
STUB -UPS
D GENERATOR j' RIGID CAST -IN
A -3
CONDUIT B
RIGID CAST -IN A_3
CONDUIT + •• ••
22 CD CO RIGID CAST -IN
CONDUIT
KA
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"
N J =
^
I
Q 0 0
m
U
o DISCONNECT SWITCH -
C9 HVAC HVAC
o o GENERATOR
o TELCO ENTRY
TH op
�° .. o • o
o
r
z3' -o" t,{ ELEVATION D D
a ELEVATION B B `G' SCALE: N.T.S. A -3
SCALE: N.T.S. A -3 ELEVATION24Co" C r�
o SCALE: N.T.S. A_3
g CHRIST PHER D.--
a 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARCHITECTS ENGINEERS
J SITE WE: E: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M DM FALLS CHURCH, VA
U 5661 COLUNBIA PIIO:, SUITE 200 � 1 01 -07 -14 REVISED FINAL ZONING DRAWINGS GMW C M
No. 032984
FALLS CHURCH, VA 22041-2868 N\V/(E�dodlel SITE NUMBER: CV479A ���� 0 08 -26 -13 FINAL ZONING DRAWINGS CR CD c SHELTER DETAILS
TEL (703) 671 -6000 y 17.1y
I S r C h 1 t e C i s FAX: (703) 671 -6300 complete w i r e l e s s s o l u t i o n s UBDOY PLAZA 1 A 07 -16 -13 PRELIMINARY ZONING DRAWINGS CR CDM �+ �+A
501 ROYAL ORCHARD DRIVE 4801 COX RD, SURE 300 Na. DATE REVISIONS BY CHK APP SIDNAL �i�vl� DRAWING NUMBER REV
N e n g i n e e r s AFTON, VA 22920 GLEN ALIEN, VA 23060
SCALE; AS SHOWN DESIGNED C. MORIN DRAWN CR A -3 3
a
0
3
d
i
M,
I
c
c
n
a
t
NOTE: MAGNETIC DECLINATION - 9' 29' 51" W
CHANGING BY 2.2' W PER YEAR AS OF 12/16/2013
SEE SHEET A -7 FOR ANTENNA & COAX CONFIGURATION
a
0
wz
o v
�r
0�P
�Gtio`�od
5 'V
ANTENNA PLAN VIEW r_�
SCALE: N.T.S. A-4
BOTTOM BRACKET
WEATHERPROOF
CONNECTION —\
6' JUMPER
i
USE ROUND MEMBER
ADAPTER AS REQUIRED
n TO SECURE JUMPERS -
i
s
3' TO 6' JUMPER
�I
-13C 5661 COLUMBIA PIKE, SURE 200
FALLS CHURCH, VA 22041-2868
TEL (703) 671 -6000
a r c h i t e c i s FAX: (703) 671 -6300
J e n g i n e e r s
EXISTING TRANSMISSION TOWER
PROPOSED AT &T ANTENNAS
ON FLUSH MOUNTS (TYP. 1
PER SECTOR - 3 TOTAL)
S =R Alp
80
DOWNTILT ASSEMBLY
AT &T ANTENNA SEE
SCHEDULE ON SHEET A -7
TOWER MOUNTED AMPLIFIER
ANTENNA MOUNTING PIPE
ANTENNA DETAIL 2
SCALE: N.T.S. A -4
Andrew Solutions
E15S09P78
Tower Mounted
Amplifier
Twin Diplexed
1900/700 -850
Bypassed with AISG
C
Dimensions
Height - 10.8"
Width 8.3"
Depth - 3.7"
Weight - 17.4 lbs.
EXISTING
TRANSMISSION TOWER
F___-1
i
a
0 o
BACK VIEW
lrT n
»
ANTENNA
PIPE
VOTE:
THE DISTANCE FROM THE OUTSIDE
-ACE OF THE POLE TO THE OUTSIDE
FACE OF THE PANEL ANTENNA SHALL
NOT EXCEED 12 INCHES
PROPOSED PANEL
ANTENNA
PROPOSED (2) TWIN
TMA'S PER SECTOR
'ENNA FRAME 3
: NTS A-4
ANTENNA SCHEDULE 1
\ WEIGHI I S1 Ln /
0
u �ow_rr R,noa. rk o
n n
O o 0 O o 0
NOTES:
1. VERIFY ANTENNA DIMENSIONS WITH
MANUFACTURER.
2. ANTENNA MOUNTING KIT FOR 2.4" TO 4.5"
O.D MAST (MODEL I D8380) (QTY. 2)
3. LOCKING TILT MOUNT KIT 0 -13 DEGREES
DOWN TILT ANGLE (MODEL ID85083)
4. VERIFY FINAL ANTENNA MODEL WITH
CURRENT VERSION OF THE AT &T RFDS.
OF uGN
t
HFR n
■ velocirel
ANTENNA TYPE: ANDREW
DIM.
SBNHH -1D65B
04 -17 -14
SECTOR: A, B, C
A
7.1"
B
73"
C
12"
\ WEIGHI I S1 Ln /
0
u �ow_rr R,noa. rk o
n n
O o 0 O o 0
NOTES:
1. VERIFY ANTENNA DIMENSIONS WITH
MANUFACTURER.
2. ANTENNA MOUNTING KIT FOR 2.4" TO 4.5"
O.D MAST (MODEL I D8380) (QTY. 2)
3. LOCKING TILT MOUNT KIT 0 -13 DEGREES
DOWN TILT ANGLE (MODEL ID85083)
4. VERIFY FINAL ANTENNA MODEL WITH
CURRENT VERSION OF THE AT &T RFDS.
OF uGN
t
HFR n
■ velocirel
SITENAME: CV479
•
SITE NUMBER: CV479A
501 ROYAL ORCHARD DRIVE
AFTON, VA 22920
����
LIBUM PLAZA 1
+�1 croX ��
ClfT7 Allf?1, VA 23060
3
04 -17 -14
REVISED FINAL ZONING DRAWINGS
GMW
M
CDM
MORIN
No. 032984
Srq l I� ��
l 0
NAL 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
DETAILS
0
08 -26 -13
FINAL ZONING DRAWINGS
CR
CD
C
A
07 -16 -13
PRELIMINARY ZONING DRAWINGS
CR
CDM
complete wireless solutions
BC
DRAWING NUMBER
N0.
DATE
REVISIONS
BY
CHK
APP
A -4
SCALE:
AS SHOWN
DESIGNED C. MORIN DRAWN
CR
FENCING AND ARMORING
DRIP UNE ■ i
li
I
SNOW FENCE ■ - ___ -
P t ss]
�ro G ra
Foal r
.0 L .,1 A,�j A/1 I y
3 i i i
r ~ `' I'
J g BOARD FENCE —� r AM r `
i+ CORD FENCE
o so —
O ❑ ['vj .... .. /� ��-- P:AST',C FENCE
N ;5 rs
1r�: js:'I la.•1 I��_,, CORRECT METHODS OF TREE FENCING
10 Tr > I Y
o+ ❑ �
Q —�
E .w•r; i
CORRECT TRUNK ARMORING
on r
TRIANGULAR BOARD FENCE
Q
M
O
N TOWER MOUNTED AMPLIFIER DETAILS
(COMMSCOPE E15S09P78) j TREE PROTECTION DETAILS z
SCALE: N.T.S. A -5 SCALE: N.T.S. A -5
0
o`
a �LTH OF Dj
■
° CHRIST ■
PHER D.9
B 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARCHITECTS ENGINEERS
SITE NAME: CV479
U 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M DM FALLS CHURCH, VA
5661 COLUMBIA PIIV:, SURE 200 ■ veloc irel SITE NUMBER: CV479A ���� 1 01 -07 -14 REVISED FINAL ZONING DRAWINGS GMW C M No. 032984
FALLS CHURCH, VA 22041-2666 0 06 -26 -13 FINAL ZONING DRAWINGS CR CD C
TEL (703) 671 -6000 DETAILS
8 E C h 1 t e C t S FAX: (703) 671 -63110 complete w i r e l e s s S O I V t l 0 fl S UBERII' PIMA I A 07 -16 -13 PRELIMINARY ZONING DRAWINGS CR CDM s y �7•�ry �'�
501 ROYAL ORCHARD DRIVE XU COX , A 221 300 NO. DATE REVISIONS BY CHK APP I01VAj DRAWING NUMBER REV
I. e n g 1 n e e 1' S AFTON, VA 2292D GLEN k" VA 23060 —Al E: AS SHOWN DESIGNED C. MORIN DRAWN cR • • • • • • A -5 3
0
s
N
I
O
o+
0
NI
D_
Q
U
O
E
L
U
F-
Q
M
N
I
o+
0
0
0
N
0
O
O
I
0
J
3
I
M
O
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
Z�l AREAS OF CRITICAL SLOPES WITHIN
ELO
rr 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 I
EXISTING PROPERTY LINE
-1745
//
AMATCH LINE_ ; }� \�; \A \ \-
/,
EROSION & SEDIMENT CONTROL PLAN 1 /'
TRUE NORTH
SCALE: 1"=30' 7fig_
- --
5661 COLUMBIA PIKE, SUDS 200 E\v/e-.11oc11e1
FAILS CHURCH, VA 22041 -2868
TEL poi) 67,-6,.0
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 1 01 -07 -14 REVISED FINAL ZONING DRAWINGS
0 08 -26 -13 FINAL ZONING DRAWINGS
LIBERTY PIMA 1 A 07 -16 -13 PRELIMINARY ZONING DRAWINGS
501 ROYAL ORCHARD DRIVE 4801 COX RD, SUIT 300 N0. DATE REVISIONS
AFTON, VA 22920 G+ ALLEN. VA 23060
SCALE: AS SHOWN DESIGNED C. MORIN
DRAWN CR
-� . sLTH OF
CHRIST PHER D.�
GDM I MORIN
No. 032984
q. 17.1''q
0IONAL E,-j
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
ION & SEDIMENT CONTROL PLAN
Bar DRAWING NUMBER
E &S -1
EXISTING ACCESS ROAD
\
PROPOSED 20' ACCESS/
\
I 1
UTILITY EASEMENT
1 / /
�\
/
�_
3.
LIMITS OF DISTURBANCE (TOTAL
AREA= 12,162 SF /0.28 AC)
NEW TREELINE (TYP.)
PORTION OF EXISTING TREELINE
TO BE REMOVED (TYP.)
/
\
EXISTING PROPERTY LINE
-1745
//
AMATCH LINE_ ; }� \�; \A \ \-
/,
EROSION & SEDIMENT CONTROL PLAN 1 /'
TRUE NORTH
SCALE: 1"=30' 7fig_
- --
5661 COLUMBIA PIKE, SUDS 200 E\v/e-.11oc11e1
FAILS CHURCH, VA 22041 -2868
TEL poi) 67,-6,.0
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 1 01 -07 -14 REVISED FINAL ZONING DRAWINGS
0 08 -26 -13 FINAL ZONING DRAWINGS
LIBERTY PIMA 1 A 07 -16 -13 PRELIMINARY ZONING DRAWINGS
501 ROYAL ORCHARD DRIVE 4801 COX RD, SUIT 300 N0. DATE REVISIONS
AFTON, VA 22920 G+ ALLEN. VA 23060
SCALE: AS SHOWN DESIGNED C. MORIN
DRAWN CR
-� . sLTH OF
CHRIST PHER D.�
GDM I MORIN
No. 032984
q. 17.1''q
0IONAL E,-j
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
ION & SEDIMENT CONTROL PLAN
Bar DRAWING NUMBER
E &S -1
M
3
N
V,
w
N
I
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0
N
W
iY
Q�
O
N
I
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X
LEGEND
X CHAIN LINK FENCE
PROPERTY LINE
LEASE AREA
OHT /OHP OVERHEAD TELEPHONE /OVERHEAD POWER
— UNDERGROUND UTILITY LINES
LOD OMITS 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.)-
MATCH LIN�'�� 'T�, r
-�/
A--- - ----- \���`,_
\\\'230 -_
\ - - --
\
1725-__-
\
EXISTING CONTOUR (TYP.)
J
PROPOSED CHAIN UNK SECURITY
NEW CONTOUR (TYP.)
_..
FENCE (1.911± SQFr)
PROPOSED CULVERT
\
-
17
--
- 1705 - - - - --
`\\`
------ - - - -
--
_ _ - -1700
_ _ _ _ _ T.B.M SPIKE IN 24'
_ _
- - - —
- - - - - - - - CHESTNUT OAK
\
ELEV. 1694.58
_
1 ----
_ -
- - - - -- -� _
PROPOSED CULVERT
ROYA. ORCHARD LAND CORP.
PARCEL ID: 05300 -00 -00 -00200
D.B: 4337 , PG: 102
ZONING: RURAL AREAS
1686,00'
1685.88'
TOP OF PLATFORM
ELEV. 1686.50'
- EXISTING T.B.M SPIKE
ELEV. 1682.10
PROPOSED AT &T
EXISTING TREE TO - - _ _ - - _ - - - _ _ - - - _ - y; / , EQUIPMENT SHELTER
BE REMOVED (TYP.) _ _ _ _ - - - - - - _ _ - ! ` LOCATION
- - - - - -- _ _ -r"
- -- _
-------- ---- -_ -_ -_ - � - _��. ,165 EXISTING ACCESS ROAD
PROPOSED AT&T ----- - - - - -- - - -1 _ -- _ r -- /
60'X60' LEASE AREA - - - - - - _ _ - _ _ _ - - T _
- - - -i - -- — — — _
PROPOSED AT &T 68' -0'
- - - - -_- __r -- - - - -_ --
_ - _ _ - _ i - - 1670/ MONOPOLE
- - - - - - - - - - (
. - - --- - -- - --- —''-- _-- - - - - -� - -� - -- '- � ':'— 1665-- _-
- -____ >
SCALE IN FEET ` �1 i -_- > -- — - - - -�- - - -= i - - -- - --
EROSION & SEDIMENT CONTROL PLAN 1 1 1 r - -�___ - '�_ _ ��__- � � - 6 -r
0 15 30 60 90 %� �1 I Z _ -_ - -1� - -- -
TRUE NORTH SCALE:1 ° =30' as- 1\ ,\ 1\ �\ 11 i't - -_ - _
- - - - -- - HER D:�-
B 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARWECTS ENGINEERS
SITE NAME: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M %DM FALLS CHURCH, VA
5661 `D0""RCMH Sut2W 200 ■ velocirel SITE NUMBER: CV479A ���� 1 01 -07 -74 REVISED FINAL ZONING DRAWINGS GMW No. 032984 FALLS CJ (703 VA 1- 60002866 0 08 -26 -13 FINAL ZONING DRAWINGS CR CD
TEL (tB3) stt —s000 •••� OSION & SEDIMENT CONTROL PLAN
3 r C h I t e C t S FAX: (703) 671 -6300 complete W I F e l e 5 5 solutions LIBERTY PLAZA I A 07 -16 -73 PRELIMINARY ZONING DRAWINGS CR CDM s /' �y ��
501 ROYAL ORCHARD DRIVE 4801 COX RD, SUITE 300 N0. DATE REVISIONS BY CHK APP IQ 1` DRAWING NUMBER REV
e n g i n e e r s AFTON, VA 22920 aD Ate' VA 23060 NAL F' BC
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN CR ° •' • • • • EBCS -Z 3
LIMITS OF 1 ISTURBANCE (TOTAL
-,
-' s
PROPOSED CHAIN UNK SECURITY
-
0
_..
FENCE (1.911± SQFr)
1686,00'
1685.88'
TOP OF PLATFORM
ELEV. 1686.50'
- EXISTING T.B.M SPIKE
ELEV. 1682.10
PROPOSED AT &T
EXISTING TREE TO - - _ _ - - _ - - - _ _ - - - _ - y; / , EQUIPMENT SHELTER
BE REMOVED (TYP.) _ _ _ _ - - - - - - _ _ - ! ` LOCATION
- - - - - -- _ _ -r"
- -- _
-------- ---- -_ -_ -_ - � - _��. ,165 EXISTING ACCESS ROAD
PROPOSED AT&T ----- - - - - -- - - -1 _ -- _ r -- /
60'X60' LEASE AREA - - - - - - _ _ - _ _ _ - - T _
- - - -i - -- — — — _
PROPOSED AT &T 68' -0'
- - - - -_- __r -- - - - -_ --
_ - _ _ - _ i - - 1670/ MONOPOLE
- - - - - - - - - - (
. - - --- - -- - --- —''-- _-- - - - - -� - -� - -- '- � ':'— 1665-- _-
- -____ >
SCALE IN FEET ` �1 i -_- > -- — - - - -�- - - -= i - - -- - --
EROSION & SEDIMENT CONTROL PLAN 1 1 1 r - -�___ - '�_ _ ��__- � � - 6 -r
0 15 30 60 90 %� �1 I Z _ -_ - -1� - -- -
TRUE NORTH SCALE:1 ° =30' as- 1\ ,\ 1\ �\ 11 i't - -_ - _
- - - - -- - HER D:�-
B 3 04 -17 -14 REVISED FINAL ZONING DRAWINGS GMW M CDM MORIN BC ARWECTS ENGINEERS
SITE NAME: CV479 2 03 -21 -14 REVISED FINAL ZONING DRAWINGS GMW M %DM FALLS CHURCH, VA
5661 `D0""RCMH Sut2W 200 ■ velocirel SITE NUMBER: CV479A ���� 1 01 -07 -74 REVISED FINAL ZONING DRAWINGS GMW No. 032984 FALLS CJ (703 VA 1- 60002866 0 08 -26 -13 FINAL ZONING DRAWINGS CR CD
TEL (tB3) stt —s000 •••� OSION & SEDIMENT CONTROL PLAN
3 r C h I t e C t S FAX: (703) 671 -6300 complete W I F e l e 5 5 solutions LIBERTY PLAZA I A 07 -16 -73 PRELIMINARY ZONING DRAWINGS CR CDM s /' �y ��
501 ROYAL ORCHARD DRIVE 4801 COX RD, SUITE 300 N0. DATE REVISIONS BY CHK APP IQ 1` DRAWING NUMBER REV
e n g i n e e r s AFTON, VA 22920 aD Ate' VA 23060 NAL F' BC
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN CR ° •' • • • • EBCS -Z 3
a
�1
0
N
CONSTRUCTION OF A SILT FENCE
(WITHOUT i•VIRE SUPPORT)
I SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES
6'unx � I
FLOC
I
3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
JIM
I
FLOW
- I '
1i1554
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
I
FLOW I 9 I \ \\_
l
-Z���i�
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 WIRE SUPPORT)
1. SE POSTS AND EXCAVATE A 4'X4" 2 STAPLE WIRE FENC ;NG TO THE POSTS
TRENCH UPSLOPE ALONG THE Ln1E
OF POSTS
1-10W
3 A-TACH THE rILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRFNCH
FLOW
4 BACKFILL AND COUPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND W.RE I':TO THE TRENCH
II
FILTER FABRIC
II
I Ii
SF SUPER SILT FENCE STD 3.05 -2
�LTH OF
EROSION & SEDIMENT CONTROL DETAILS KT O I
w SCALE: N.T.S. kS -✓�
Q CHRIST PHER D.�
D_ 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
■ SITE NUMBER: CV479A ���� 1 01 -07 -14 REVISED FINAL ZONING DRAWINGS GMW C M No. 032984
5661 COLUNBA PIKE, SUITE 200 0 06 -26 -13 FINAL ZONING DRAWINGS cR cD c OS ON &SEDIMENT CONTROL DETAILS
FAIJS CHURCH, VA 22041 -2866
TEL (703) 671 -6000
A 07 -i6 -13 PRELIMINARY ZONING DRAWINGS CR CDM
m 1 L • C h 1 t e C t S FAX: (703) 671 -6300 complete w i r e l e s s s o l u t i o n s UBEIi1Y PLAZA I S
501 ROYAL ORCHARD DRNE 4601 COX RD, SUITE 300 1%L �� BC DRAWING NUMBER REV
N0. DATE REVISIONS BY CHIC APP
AFTON, VA 22920 �++, va z3D6D Z
1
e 11 g 1 Il e e r S SCALE: AS SHOWN DESIGNED C. MORIN DRAWN CR • • • • E &S -3 Z
C
C
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M
a
i
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 332 -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
95.100%
- Improved Perennial Ryegrass
0.5%
Kentucky Bluegrass
0.5%
heh- Mlainlenance fawn
200.2501bs.
- Kentucky 31 or Turf -Type Tall Fescue
icneral SIM; (3:1 lesst
IMC!,
or
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
Seasonal Nurse Crop'
20 Ills
1
150 lbs.
rnv- Maintetlance 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 Icspedcz for Crownvetch east of Farrmdlle. 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 FERTILIZER 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 "1 -B
ACCEPMBIE TEMPORARY SEEDING PIANT MATERIAI.S
-QUICK REFERENCE FOR AID. REGIONS'
Rate
pl- y,nates Slzseies (lbs.lasTC1
Sept. I - Feb. 15 50/50 Mix ar
Annual Ryegraa
((pl'vm mini -Ronml
Cereal (Winter) Rye
(Seeak ttreale)
Feb. 16 - Apr. 30 Annual RycV=, d
(I.,lium - hi- liorum)
May I - Aug 31 German Millet
(Srtwia iM14 I
r� LTH _o4
ipcqf'LIlDTTL'D Ti !v
B 5661 CHURCH. PIKE, SURE 200
FALLS CHURCH,VA22041 -2668
TEL (703) 671 -WW
3 r C h 1 t e C t S FAX: (703) 671 -6300
e n g i n e e r S
Eveloc ireI
SITENAME: CV479
SITE NUMBER: CV479A
501 ROYAL ORCHARD DRIVE
ANON' VA 22920
MM
����
UBBM PLAZA 1
4801 COX RD, SUITE 300
GLEN ALLEN VA 23060
3
04 -17 -14
REVISED FINAL ZONING DRAWINGS
GMW
M
CDM
MORIN
No. 032984
L,
l 1 ?.l�
S 6i
f 0
NAL 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
JCD
M
OSION & SEDIMENT CONTROL NOTES
0
08 -26 -13
FINAL ZONING DRAWINGS
CR
c
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
BC
DRAWING NUMBER
REV
N0.
DATE
REVISIONS
BY
CHK
APP
E &S -4
3
SCALE:
AS SHOWN
DESIGNED C. MORIN DRAWN
CR