HomeMy WebLinkAboutSDP201300046 Plan - Approved 2014-05-23v
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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 128' -11" TOWER.
SITE ADDRESS:
648 DRY BRIDGE RD
CHARLOTTESVILLE, VA 22903
LATITUDE:
N 38' 02' 32.611"
LONGITUDE:
GROUND ELEVATION:
W 78' 37' 41.679"
903.5'
Submittal Type
at&t
JURISDICTION:
ALBEMARLE COUNTY
Reviewed
and Approved by the
MAGESTERIAL DISTRICT:
ZONING DISTRICT CLASSIFICATION:
SAMUEL MILLER
RA RURAL AREAS
Community
evelo ment Department
PARCEL ID #:
05700- 00- 00 -049CO ate
PARCEL SIZE
15.38 ACRES
File# ^
- -
�--
DEED REF:
D.B. 3646, PG. 335
PROPOSED USE:
TELECOMMUNICATIONS FACILITY
-
OWNER:
SITE NAME:
SITE N
NEW CINGULAR WIRELESS PCS, LLC
CV404
Signature
SITE NAME: CV404
SITE #:
CV404A
NAME OF APPLICANT:
NEW CINGULAR WIRELESS PCS, LLC
SITE NUMBER: CV404A
UTILITY INFORMATION
VICINITY MAP
APPLICABLE BUILDING CODES AND STANDARDS
UTILITIES
POWER:
TELCO:
CENTRAL VIRGINIA ELECTRIC COOP (800) 367 -2832
VERIZON (800) 483 -5000
DIRECTION:
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
1. HEAD SOUTHWEST ON COX RD TOWARD N PARK DR 0.2 MI
2. TURN RIGHT ONTO NUCKOLS RD 0.6 MI
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.
DRAWING INDEX R E
EV
3. MERGE ONTO I -295 N VIA THE RAMP TO I -64 W /CHARLOTTESVILLE 1.8 MI
4. TAKE EXIT 53A TO MERGE ONTO 1 -64 W TOWARD CHARLOTTESVILLE 63.3 MI
BUILDING CODE
VIRGINIA 2009 USBC (2009 IDC)
5. TAKE EXIT 114 FOR COUNTY RD 637 TOWARD IVY 0.2 MI
ELECTRICAL CODE:
T -1
TITLE SHEET
8
6. TURN LEFT ONTO CO RD 637 /DICK WOODS RD 1.8 MI
VIRGINIA USBC (2008 NFPA 70)
7. TURN RIGHT ONTO CO RD 708 /DRY BRIDGE RD
SUBCONTRACTOR'S WORN SHALL COMPLY WITH THE LATEST EDITION OF THE FOLOWNC STANDARDS.
SURVEY
8
E. DESTINATION WILL BE ON THE LEFT 1.6 MI
AMERIG N CONCRETE INSTITUTE (AEI) 318, BUILDING CODE REOUIREMENTS FOR STRUCTURAL CONCRETE
AMERICAN INSMUrE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION. ASD, NINTH ED"
TELECOMMUNICATIONS INDUSTRY ASSOCIATION TIA) 222 -F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
A -0
SITE PLAN
8
R4 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
A -OA
AREA PLAN
8
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGNEERS (IEEE) 81, GUIDE FOR MEASURING FARM RESISTIVITY, MIND IMPEDANCE, AND FIRTH SURFACE POTENTIALS OF A
A -1
COMPOUND PLAN
8
GROUND SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUDING OF ELECTRONIC EOUIPMENT
A -2 TREE HEIGHT DIAGRAM
8
A -3
SHELTER DETAILS
8
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'CY AND 'NIGH SYSTEM DPOSUREJ
A -4
ANTENNA DETAILS
8
TELCORDIA GR -1275, GENERAL INSTALLATION REOUIREMETTS
A -5
TREE PROTECTION DETAIL
8
COtontry t3
TELCORDIA CR -1503. COAXIAL CABLE CONNECTIONS
E &S -1
EROSION & SEDIMENT CONTROL PLAN
8
9_a View C
ANSI T1.311. FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
E &S-2
EROSION & SEDIMENT CONTROL DETAILS
8
{C
qj
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MIATERW, METMDS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST
RESTRICTIVE REQIRRDOIT SHALL GOVERN. WHERE THERE IS CONFLICT BEIWEET A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL
E &S -3
EROSION & SEDIMENT CONTROL NOTES
8
GGGG ,Skyline <P
r
GOVERN.
;,. Crest
p
rr
Grassmere
Farm F
ARCHITECTURAL REVIEW BOARD APPROVAL
SITE
APPROVED BY : DATE:
ALBEMARLE COUNTY PLANNING APPROVAL
Blue
4`` Ivy View
Langford F
APPROVED BY : DATE
NOTES
ARBORIST INFO
�.� �4
rlt BUT
F AIT113
MAGNETIC DECLINATION - 9' 37' 45" W CHANGING
Villa Deste
BY 2.1' W PER YEAR AS OF
12/31/2013
MICHAEL ABBOTT
BARTLET TREE EXPERTS
AT&T CONSTRUCTION: OP IPT
/��
(434) 971 -30 20
r�CHRISTQPHE
» F
AT COMPLIANCE: T &T E:
SCALE: =2000
&T _
� 1�
B
04 --14
COUNTY COMMENTS
GMW
C CDM
MORIN
BC ARCHITECTS ENGINEERS
B
5661 COLUMBIA PIKE. SURE 200
Eveloc'Lel
SITENAME:
SITE NUMBER:
CV404
CV404A
No. 032984
FALLS
FALLS CHURCH, VA
7
D3 -,D 10 -,4
COUNTY COMMENTS
GMW
G CDM
6
01 -14 -14
RETAINING WALL
GMW
CD
5
12 -31 -13
CLIENT COMMENTS
GMW
CD
FALLS CHURCH, VA 22041 -2868
����
TITLE
TEL (70J) 671 -6000
SHEET
a r c h 3 t e C t S
FAX: (703) 671 -6300
646 DRY BRIDGE ROAD
LIBERTY PLAZA 1
� c� .
vs t
j
complete w i r e l e s s solutions
4
12 -06 -13
CUENT COMMENTS
GMW
CDM
DRAWING NUMBER
NO.
DATE
REVISIONS
BY
CHK APP'
JUST EAST OF THE HOMESTEAD OF
4801 COX RD, SUITE 300
1`
ONAL
B�
REV
T -1
S
e n g 1 n e e r s
GILLENWATER & THE GRANDVIEW NURSERY
GLEN ALLEN, VA 23060
SCALE:
AS SHOWN
DESIGNED C. MORIN DRAWN
VG
SITE INFORMATION
TAX PARCEL If 05700- 00- 00 -049C
DEED REF.: D.B. 3646, PG. 335
ZONING: RURAL AREAS
JURISDICTION: ALBEMARLE COUNTY
DISTRICT: SAMUEL MILLER
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT
AGENCY MAPS, THE PROPOSED TELECOMMUNICATIONS SITE
15 LOCATED IN ZONE "X ", COMMUNITY PANEL
NO. 51197C 0211D, DATED 5 -2 -2008.
LEGAL DESCRIPTION I EAK AREA
JO' A' JO'LEASE AREA
SITUA TEO ON ACC 7HAT PIECE OR PARCEL 0' LAND OWNED
BY ✓AY Y, & 511 1RCEY B C /LLENWATER BEING 7Ax PARCEL
05700- 00- 00 -049C0 FI1R771ER pESCRIBEO IN DEED BOOK
J646 AT PACE J35 IN /HE CLERKS OFFICE OF THE
CIRCUIT COURT, ALBEMARLE COUNTY, WRCIN /A.
COMMENCING AT A FOUND R0,9 SITUA TEO AT THE
/NIERSECNON OF THE EAST L/NE OF 1HE PARENT PARCEL
ANO THE NORM LINE OF ORY BRIDGE ROAD, ROUTE 708, A
40'R1G71T- OF- WAY(OB 472, PC 498 & 0 472. PC
4-15) 7HENCE Al ONO A AE LINE, 5- B /' 3!' 14" P/, A
DISTANCE OF 102 JO FEET TO A POINT, SAID POINT BEING
THE SOUTHEAST CORNER OF A JO'X JO 'CEASE AREA ANO
BEING THE PLACE OF BEG /NN /NG, THENCE ALONG A/E LEASE
LINES S 67' 0.7'27' Lt; A DISTANCE OF JO 00 FEET TO A
POINT,, THENCE N 22' 57' JJ" W A DISTANCE OF JO 00
FEET TO A POINT WFNCE N 67' 02' 27" E, A DISTANCE
OF JO 00 FEET TO A PONT, THENCE S 2T 57' JJ - E, A
DISTANCE OF 30 00 FEET TO A P0'NT SAID POINT BEING
THE PLACE OF BEGINNING ANO CONTAINING 900 SF OF
CANO MORE OR LESS
/
PARCEL /O' 05700- 00- 00 -04BC0
FRANKLIN, AZ7A1 H ,4P OR REBECCA L l
D. B J820 PC 288 I
ZONING' RURAL AREAS
788 19RY BNIOCE R19
/
/
PARCEL IV, 05702 -00 -00 -04800
CILLENWATER, ✓ r MERRITT
0..B J546 PC. JJ2
ZONING' RURAL AREAS /
/ \\__j
/
6411SAN6 JO'
PRIIAIE ROAD
O.B 1164, PC 460 (PLAT)
PARCEL IV. 05700 -00 -00 -04900
KELSEY, WCWAS F.
08 2586 PG /0/
ZON /NO RURAL AREAS
LINE TABLE
LINE
LEN07H
9ZWRIND
LI
J0. 00'
S 6777227" W
L2
J000'
N 2257;Y T' W
LJ
J0. 190'
N 6772227',1
I.,
J0.00'
S 2257aJ' E
L5
J/. 74'
N 2257JJ' W
CURVE TABLE
LYIR72- 1 LENC7N I RAO/US JOV090 BEARING CHORD DELTA AIV EN
CI 48.26 21J99 N60J94J "E 4817 IW8S8 242/
C2 /7065 1 705685 1 N 5775'K5 E I /7065 11 7J L19" I 85.iJ
ACCESS & UTILITY EASEMENT
SIZE
TYPE
GROUND ELEK
PARCEL ID.' 05700 -00 -00 -04900
HROYT
COMMLNT
1
10"
POLAR
918.51
,14Y Y & SHIRLEYB 67LLLNWA7ER
2
24'
OAK
91721
20" ACCESS 1, UALITY EASEMENT
J
0.6 J646, PC JJ5
PORZAR
9150)
4
20
P0°LAR
ZONING RURAL AREAS
5
517UA TED OW ALL THAT PIECE OR PARCEL CIF" LAND OWNED
OAK
914. St
648 9R 8RI9GE RO.
5
�n
H /CKORY
SY ✓AY Y, & SH/RLEY B CILLENWATER BEING TAX PARCEL
10211
10801
7
14"
POPLAR
91281
101081
05700- 00- 00- 049CO FURTHER OESOWSZV /N GEED BOOK
8
1 24'
POPAR
914.5)
J646, AT PAGE JJ5 19V AIE CLERKS C7FF /CE OF THE
IB"
POPLAR
914.51
102.2.5)
1081
o
15'
CIRCU /T COURT, ALBEMARLE COUNTY, WRC /N /A.
916.01
11
JO"
OAK
91J 41
C011MENCIN6 AT A FOUND ROD SITUA 7129 AT THE
1090)
REFERENCE TREE
12
J6"
OAK
910.71 t
/N7FRSECAON OF THE EAST LINE OF AIE PARENT PARCEL
IJ
/8'
POPLAR
912.91
11. 1
/ i
14
ANO A/E NORTH LINE OF ORY BRIDGE ROAD, ROUTE 708 A
POPLAR
9121)
15
18
OAK
40' R /CNT -OF -WAY (O8 472, PG 4J8 & OR 472 PC
Z
16
24'
PROPOSED
90541
495) THENCE ALONG A AE LINE , 5 8/' S/' I4" W, A
N
o
10'
POPLAR
89791
S7RUCIURE
FOUND
10
D /STANCE OF 70290 FEET TO A PONT SA /D PO /NT BEING
15'
0
896 J1
'
SEE DETAIL
ROD
tJ1'�
THE SOUTHEAST CORNER OF A JO'X JO'LEASE AREA
9.98. 0,1
9
/O/Y
20
14"
POPLAR
902.11
A/ENCE ALONG THE SOUAf LINE O'_ 5A70 LEASE AREA,
1091
21
12"
POS°LAR
89651
964. 4Fy
681
S 57'02'27' W, A 015TANCE OF 15.017 FEET TO A POINT,
27
14'
PCRAR
89971
'
�•
R
SAID POINT BE /NC THE BEG /NN/NC OF THE CENTER( /NE OF A
POPLAR
88871
'
14
C,
1 POPLAR
20' ACCESS & UALITY EASEMENT,- ATNCE ALONG )AT
99-T 41
1051
25
/8'
1 OYIESTNUT
88621
t
CENTERLINE OF SAID EASEMENT S 12' 57' 9J° E, A
FOUND ROD
015TANCC OF J7,14 FEET TO A POINT SA /O POINT BEING
PARCEL 10' 05700- 00- 00 -049C7
517UA 7E0 ON ATE NORTH LINE OF DRY BR70GE ROAD,
MARAN, ANN 6YLLENWATER
ROUTE 708 ANO SE1NC AIE ENO OF THE CENTERLINE OF A
O.B. J4B4, PG 421
?O' ACCESS & UALITY EASEMENT ANO CONTAINING 6-15 SF
ZONING RURAL AREAS
��'
5
i J
PYJS
OAp
�;
)YF
z
GE
BRkp4
/PT
a °$
4-58
y PG 35d)
. W p R Y
1661'31 2
50
9 471' PC.
f .a 00
PROJECT INFORMATION
SITE NAME:
SITE NUMBER: CV404A
SITE ADDRESS: 648 DRY BRIDGE RD
CHARLOTTESVILLE, VA 22903
OWNERS NAME: JAY Y. B SHIRLEY B. CILLENWATER
648 DRY BRIDGE RD
CHARLOTTESVILLE, VA 22903
TOWER CENROID
LATITUDE: N 38'02'32.611" LONGITUDE: W 78'37'41.679"
GROUND ELEVATION: 903.5±
PARAPET ELEVATION: N/A
BASIS OF ELEVATIONS: CPS OBSERVATIONS RECORDED ON 6 -03 -13
SUB -METER ACCURACY TO NEAREST FOOT
BASIS OF BEARINGS: CPS OBSERVATIONS RECORDED ON 6 -03 -13
SUB -METER ACCURACY TO NEAREST FOOT
NOTES:
LATITUDE AND LONGfTUDE SHOWN HEREON ARE BASED ON NAD63
AND ELEVATIONS NAVD 1988.
A BOUNDARY SURVEY WAS NOT PERFORMED FOR THE PREPARATION
OF THIS PLAT, PROPERTY LINES AS SHOWN WERE COMPILED FROM
TAX MAPS, DEEDS k PLATS OF RECORD. RAIDER SURVEYS, PC.
MAKES NO WARRANTY EIDER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE BOUNDARIES AS SHOWN ON THIS MAP.
SCALE: 1"-160'(11"X17" PLOT)
SCALE: 1'-80' (24 "X36" PLOT
T/)rF INIFNTIPY
NUMBER
SIZE
TYPE
GROUND ELEK
CANOPY REV
HROYT
COMMLNT
1
10"
POLAR
918.51
2
24'
OAK
91721
J
JO"
PORZAR
9150)
4
20
P0°LAR
912.81
5
15"
OAK
914. St
5
78'
H /CKORY
91J.01
10211
10801
7
14"
POPLAR
91281
101081
981
8
1 24'
POPAR
914.5)
9
IB"
POPLAR
914.51
102.2.5)
1081
/0
15'
OAK
916.01
11
JO"
OAK
91J 41
1022. 41
1090)
REFERENCE TREE
12
J6"
OAK
910.71 t
IJ
/8'
POPLAR
912.91
11. 1
/ i
14
74"
POPLAR
9121)
15
18
OAK
905.8t
16
24'
POPAR
90541
17
10'
POPLAR
89791
'
/8
15'
PORT AR
896 J1
'
19
IB"
PoPLAR
9.98. 0,1
9
/O/Y
20
14"
POPLAR
902.11
7011.?±
1091
21
12"
POS°LAR
89651
964. 4Fy
681
27
14'
PCRAR
89971
'
21
?,e
POPLAR
88871
'
14
14'
1 POPLAR
&8741
99-T 41
1051
25
/8'
1 OYIESTNUT
88621
t
/ J0" DAK mod" ®®O
OEAO"
f3 90/
SPRINKLE /5
j
ORP
HEAD J
/ OR /P
7
I
d16 •'•
as
wP i 15 "OOC-
RRR���
dJ (9183) R pl
B p G 10`8
pr` I 51A l % RPM 435
411' PG.
(O.0, 471
PROPO,SEO
STRUCTURE
LAT.• J8W 72611'
LGl'YG' 78:1741.679"
GROUND EZEV.= 9(7,751
DRIP L/ \
EE /I
TR
REEE(IE CE TREE'"
LWJI 1 �
ROD
—
6'/,E7KLCM S 8151'14' W_ --
J (7JE LINE
.BM TOP O
� ROO ECEV =97917
19619
y (918.9) /f
OOGWOC7D / /
DRIP /O
O C(1 20"
9 600 Npl,f ACCESS & UAVTY
P ASP EASEMENT
SF.
0f ANAL
E�
SCALE: 1' =40' (11 "X17" PLOT) /
SCALE: 1 " =20' (24 "X36' PLOT)
0 t0 20 40
;DENT:
at &t
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
Palls Church, VA 22041 -2868
CONSULTANT:
HALDER�
SURVEYS
10400 CHESTER ROAD
CHESTER, VA. 23831
PHONE: 804- 748 -8707
DRAWN BYE RILL
APPROVED BYE RLL
REVISIONS
NO I DATE I DESCRIPTION 111
SITE NAME:
CV404A
SITE ADDRESS:
648 DRY BRIDGE RD
CHARLOTTESVILLE, VA 22903
SEAL:
o� ;�PZ,TH OF
C
U
RONALD L. LANG
Lic. No 003004 1
6 -03 -2013
DATE: 6 -03 -2013
SHEET TITLE:
SURVEY PLAT
SHEET NUMBER:
SP -1
LEGEND
NEW FENCE •
EXIT. FENCE X X X —
SETBACK — — PARCEL ID: 05700 -00 -00 -04800 / \
FRANKLIN, KEITH H JR OR REBECCA L /
EASEMENT D.B. 3820, PG. 288
_ _ ZONING: RURAL AREAS
LEASE 788 DRY BRIDGE RD \
PROPERTY LINE
/
EXIST. CONTOUR - / EXISTING 30' PRIVATE ROAD \
D.B. 1164, PC. 460 (PLAT) \PARCEL ID: 05700 -00 -00 -04900
NEW CONTOUR KELSEY, THOMAS F.
TYP. BUILDING \ D.B. 2588, PG. 101
ZONING: RURAL AREAS
TYP. ROAD PARCEL ID: 05700 -00 -00 -04800
GILL JAY MERRITT / \
D.B. .B. 364 3646, PG. 332
ZONING: RURAL AREAS \
NOTE: / \
ALL EXCAVATION WORK AND ALL CONSTRUCTION ACTIVITIES ON THIS PARCEL ID: 05700 -00 -00 -04900
PROJECT ARE TO BE ACCOMPUSHED WITHOUT USING ANY BLASTING OR JAY Y. & SHIRLEY B. GILLENWATER
EXPLOSIVE METHODS D.B. 3646, PG. 335
ZONING: RURAL AREAS
648 DRY BRIDGE RD. PROPOSED AT &T 119.4' 50' RADIUS AROUND
\ STEEL POLE PAINTED PROPOSED POLE
\ JAVA BROWN �
PROPOSED AT &T 1
30 x30' LEASE AREA
\
0 1 \ BENCHMARK TOP OF ROD
v PARCEL ID: 05700- 00- 00 -049C1 / \ ELEV. =919'17
o MARTIN, ANN GILLENWATER \ /
D.B. 3484, PG. 423 \
ZONING: RURAL AREAS ` \
> -
� PROPOSED AT &T
FALL ZONE (TYP.)
(1ToI= 119.4')
0
N �
0
PARCEL ID: 07300- 00- 00 -037A0 \
0
BURGH, JOHN W OR ELIZABETH H \
° D.B. 3961, PG. 328
1 \
/ 1 PARCEL ID: 057DO- DO- 00 -049C1 \
o \ MARTIN, AN GILLENWATER \
E D.B. 3484, PG. 423
L
V
a \PARCEL ID: 07300- 00- 00- 031E0\ \
FOFF, JOHN J OR ERIN P
� \ D.D. 4028, PC. 620
o IN
1 /
N \ /
O \
C
3 /
o /
SCALE IN FEET LTH op
O I
° SITE PLAN 1`r
0 100 200 400 600 TRUE NORTH SCALE: \
° CHRISTO HER D.�
O 8 04 -09 -14 COUNTY COMMENTS GMW C CDM
MORIN BC ARCHITECTS ENGINEERS
J -R 7 03 -10 -14 COUNTY COMMENTS GMW C C M FALLS CHURCH, VA
° SITE NAME: CV404
0 FALLS �� � ■ velocirel SITE NUMBER: CV404A at &t 5 01 -14_14 RETAINING WALL GMW CD No. 032984
3: 6 FALLS CHURCH, VA 22041 -2668 5 12 -31 -13 CLIENT COMMENTS GMW CD ♦ SITE PLAN
TEL (703) 671 -6000 4 12 -06 -13 CLIENT COMMENTS GMW CDM ��� ��� �+-♦
2 r C h 1 L e c L S FAX: (703) 671 -6300 c o m p l e t e wireless s o 1 U L l o n s JUST 648
EA$T OF THE DHOMESTEAD OF 4801 COX RD, SUITE 300 S'IpNAL �i'�v BG' DRAWING NUMBER REV
N0. DATE REVISIONS BY CHK APP' A -O Q
1 e h g 1 n e e r $ GILLENWATER dt THE GRANDVIEW NURSERY GIN ALIEN, VA 23060 SCALE: AS SHOWN DESIGNED C. MORIN DRAWN VG U
O
v
0
N
}
LTH OF
in SCALE IN FEET
AREA PLAN
SCALE: 1" =500' 1 1 x 17 A -OA f
0
0 250 500 1000 1500 SCALE: 1° =250' 24x36 NCHRISTOPHER D UE NORTH
O 6 04 -09 -14 COUNTY COMMENTS GMW C CDM MORIN BC ARCHITECTS ENGINEERS
I
91 SITE NAME: CV404 7 103-10-14 COUNTY COMMENTS GMW C C M FALLS CHURCH, VA
0
C7 FALL �� ■ velocirel SITE NUMBER: CV404A at$ct 5 07 -14 -14 RETAINING WALL GMW CD aJg No. 032984
WI CHURCH, VA 22041 -2668 5 12 -31 -13 CUENT COMMENTS CMw CD AREA PLAN
d' TEL (703) 671 -6000 y .9 .ly
I a r C h I t e C t S FAX: (703) 671 -6300 complete wireless Solutions 648 DRY BRIDGE ROAD UBERIY PINA 1 4 12 -06 -13 CLIENT COMMENTS GMW CDAI tS'SID V, �J �+ DRAWING NUMBER REV
JUST EAST OF THE HOMESTEAD OF 4801 COX RD, VA 330 NO. DATE REVISIONS BY CHK APP' NAj L Uli A —OA 8
e n g I n e e r s GILLENWATER & THE GRANDVIEW NURSERY SCALE: AS SHOWN IDESIGNED C. MORIN DRAWN VG
O
LEGEND
NEW FENCE
EXIST. FENCE
x
SETBACK
— — — -
EASEMENT
LEASE
— —
PROPERTY LINE
— —
EXIST. CONTOUR
NEW CONTOUR
TYP. BUILDING
TYP. ROAD
v
0
N
}
LTH OF
in SCALE IN FEET
AREA PLAN
SCALE: 1" =500' 1 1 x 17 A -OA f
0
0 250 500 1000 1500 SCALE: 1° =250' 24x36 NCHRISTOPHER D UE NORTH
O 6 04 -09 -14 COUNTY COMMENTS GMW C CDM MORIN BC ARCHITECTS ENGINEERS
I
91 SITE NAME: CV404 7 103-10-14 COUNTY COMMENTS GMW C C M FALLS CHURCH, VA
0
C7 FALL �� ■ velocirel SITE NUMBER: CV404A at$ct 5 07 -14 -14 RETAINING WALL GMW CD aJg No. 032984
WI CHURCH, VA 22041 -2668 5 12 -31 -13 CUENT COMMENTS CMw CD AREA PLAN
d' TEL (703) 671 -6000 y .9 .ly
I a r C h I t e C t S FAX: (703) 671 -6300 complete wireless Solutions 648 DRY BRIDGE ROAD UBERIY PINA 1 4 12 -06 -13 CLIENT COMMENTS GMW CDAI tS'SID V, �J �+ DRAWING NUMBER REV
JUST EAST OF THE HOMESTEAD OF 4801 COX RD, VA 330 NO. DATE REVISIONS BY CHK APP' NAj L Uli A —OA 8
e n g I n e e r s GILLENWATER & THE GRANDVIEW NURSERY SCALE: AS SHOWN IDESIGNED C. MORIN DRAWN VG
O
r
TREE PROTECTION
FENCE TYPE
EST. QUANTITY
PERMANENT
711'
TEMPORARY
711'
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 TALLEST TREE
WITHIN 25' RADIUS OF THE
PROPOSED METAL POLE IS 113'
FINISH NOTE
MONOPOLE, GROUND EQUIPMENT,
ICE BRIDGE, CABLES AND
ANTENNAS SHALL BE PAINTED
SWN6090 JAVA BROWN. FINAL
SELECTION TO BE APPROVED BY
ALBEMARLE COUNTY.
NOTE:
CALL SITE MAINTENANCE (3) WEEKS
IN ADVANCE TO MOVE THE EXISTING
VEGETATION OUT OF SITE PRIOR TO
CONSTRUCTION. THESE SHALL THEN
BE PUNTED BACK ONCE THE WORK
IS DONE.
CONTACT: LES
TEL.: (434) 906 -6960
C
PROVIDE 100# GEOTEXTILE
FABRIC & CRUSH RUN
WITHIN FENCE AREA
1 j ---- - - - - -- - ---- --/ #23
PROPOSED AT &T 119.4' ------ - --- - -- -- %� } -_ '
j` #25 \\
STEEL POLE PAINTED - - - - - -- - - -���
SW 6090 JAVA BROWN -- - - - - -- / -!-------
TREE INVENTORY
NUMBER
SIZE
TYPE
GROUND ELEV.
CANOPY ELEV.
HEIGHT
COMMENT
1
20"
POPLAR
918.5±
complete wireless solutions
1
.1 e n g i n e e r s
O
2
24"
OAK
917.21
3
30"
POPLAR
915.01
4
20"
POPLAR
912.81
5
15"
OAK
914.8±
6
18"
HICKORY
913.0±
108.0±
7
24"
POPLAR
912.8±
98.0±
PRESERVE IF AT ALL POSSIBLE
PER REOUEST OF COUNTY
8
24"
POPLAR
914.5±
109.0±
PRESERVE IF AT ALL POSSIBLE
PER REOUEST OF COUNTY
9
18"
POPLAR
914.5±
lo8.0±1
TO BE REMOVED
10
15"
OAK
916.0±
11
30"
OAK
913.41
1022.41
109.0±
REFERENCE TREE
12
36"
OAK
910.7±
13
18"
POPLAR
912.9±
103.01
14
24"
POPLAR
912.11
109.01
TO BE REMOVED
15
18"
OAK
905.8±
98.0±
TO BE REMOVED
16
24"
POPLAR
906.41
17
10"
POPLAR
897.91
76.01
18
15"
POPLAR
896.3±
98.0±
19
18"
POPLAR
898.01
101.0±
20
24"
POPLAR
902.2±
109.0±
21
12"
POPLAR
896.5±
68.0±
22
24"
POPLAR
899.7±
113.01
23
24"
POPLAR
888.7±
111.0±
24
24"
POPLAR
887.41
106.01
25
18"
CHESTNUTI
886.21
1
91.01
PROPOSED AT &T ANTENNAS _ - - -_ -- _- -/- - -- j - - - -aZI \ > '^ - / -- i890
FLUSH MOUNTED TO POLE r _ -___ -- --
__ - - - -- �{- -� ���
TYP. OF 3 PAINTED - - --
SW 6090 JAVA BROW ----- f - - - -- - -J / `'rJ _�---_- L - �+'v- '�"a____ \ 50' TOWER RADIUS
PROPOSED AT &T TMA � �__ -- 4t� -___ - �� PROPOSED REINFORCED
(TYP. OF 2 PER SELTITitT SPLIT -FACE CMU
-r - - -_ -- _ - -- t _-_-� 7 89 BLOCK RETAINING WALL
- - - - -- - - --
PROPOSED AT &T --------- IL - - - - -- ,�jy 21- -- - ---- _�L PROPOSED 42'
20'± ICEBRIDG - ___ -- - - - -� v -� __�` \9 _� i l ) -_ - - --- - -- _ �� HIGH GUARD RAIL
- - -- a_ I r - 76 ____ - 1
EXISTING TREE ) r ---- kJ �- v ' ��20 -- _ - - (A
TO BE REMOVED .-- ----- -r_-)0 OAK 'DEAD "� __ice - - -F- - _ _ -- _ I T`-tc,I. - -- _ ----- - - -- -- PROPOSED 5OkW AT &T GENERATOR
�I
(TYP. OF 7) ___-F - -- ? o _ -- y� _ _ TEMPORARY TREE PROTECTION (TYP)
PROPOSED AUa -- s- + 913.0' i S 7 ----- - - -- PROROSED PERMANENT TREE3 I
11' -5 "x16' SHELTER__ I--- - - - PROTE�11fk!`FENCE (TYP) A -4
PROPOSED AT &T _--- - --T -- - Y _Jr- / J. \Z -- �' - ) \
30'X30' LEASE AR -c,y - --- 1 Y F
�f l6
PROPOSED 4'x10' ___,� --- X
CONCRETE- STOOP - -- -- -- 9�0 - -- 1- --- - - - - -- � -- /
` :,- , rt__
---- - - - --- -- `�--- ,\ -� '-ice LOCK - - - - -� --- - - - - --
EXISTING TREETa --1 -3 t\ �S i _ % - -- -J
REMXA1N (TYP.) - Y' - -- _ II DOO_W p/' I r -- -- �- d12
__ _> \ J I L I - _ -- - -�-- - - -___ 1 Sh
tj
P6sED AT &T 20'\ - 915 -- '-� - - - -7- r.
- -- - - - - -- ACCESS UTILITY EAS ME T - � -- - - -- i / _ PROPOSES
r i T"� �\ TURNAROUND /i ARKIN13- �/ BENCHMARK TOP OF ROD
------------------
.I{3 � 11 I GRAVEL PATH -_"' J "- ` rte/ ELEV.= 919.17
PROPOSED-1-2- --- - - - - -- -- -- - --
-------- - - - --� �-- -Wf6E GATE �. �� 1 ♦ -rl` VT + A10 ( i
_
15" DOG -WOOD `^ "
�r., „
--------- 910 - " D -WOOD
DRY BRIDGE ROAD`S -PRO
STATE ROUTE 708 PRI
SCALE IN FEET 40' R/w �\ (20'
'W /��
0�0 10 20 40 60 TRUE NORTH
O
0
—PROPOSED ADDRIONAL LANDSCAPING
POSED VDOT C ALONG DRY BRIDGE ROAD FOR
'ATE ENTRANCE �� SCREENING (TYPE & QUANTITY TO
RADIUS) �/ BE PROVIDED BY LANDOWNER)
t DRIP LINE (TYP.)
COMPOUND PLAN
SCALE: 1 " =20' A -1
3
5661 cauueu PIKE. surlT 200
■
FALLS CHURCH, VA 22041-2868
velocirel
TEL (703) 671 -6000
0 a r C h I L e C t s
FAX: (703)671 -6300
complete wireless solutions
1
.1 e n g i n e e r s
O
SITE NAME: CV404
SITE NUMBER: CV404A
648 DRY BRIDGE ROAD
JUST EAST OF THE HOMESTEAD OF
ILLENWATER & THE GRANDVIEW NURSEF
at &t
LIBERTY PLAZA 1
4801 COX RD, SUITE 300
GLEN ALLEN, VA 23060
MONOPOLE & EQUIPMENT
NOTES:
1. PROPOSED TOP OF TOWER ELEVATION
= 1032.4' 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 V
IN DIAMETER AND WILL NOT EXTEND
MORE THAN 2' ABOVE THE TOP OF
THE MONOPOLE.
PROPOSED 42"
HIGH GUARD RAIL
PROPOSED REINFORCED
SPLIT -FACE CMU
BLOCK RETAINING WALL
0 10
8 04 -09 -14 COUNTY COMMENTS
7 03 -10 -14 COUNTY COMMENTS
6 01 -14 -14 RETAINING WALL
5 12 -31 -13 CLIENT COMMENTS
4 12 -06 -13 CLIENT COMMENTS
NO. DATE
SCALE: AS SHOWN DESII
5. PROPOSED LIGHT FIXTURL SHALL tit
SHIELDED IN ACCORDANCE WITH
ALBEMARLE COUNTY REOUIREMEMS
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
w
O �
O N
0
SCALE IN FEET
20 40
GMW CDM
REVISIONS BY CHK
ED C. MORIN DRAWN VG
n
0
N
0
U
w
U
a
,TH OF
%r
I UWLK IJAJt:
LATITUDE: 38' 02' 32.611'
LONGITUDE: 78' 37' 41.679"
(PER NORTH AMERICAN DATUM OF 1983)
ELEVATION: 903.5'1 AMSL
(PER NORTH AMERICAN VERTICAL DATUM
OF 19B8)
FINISH NOTE:
MONOPOLE, GROUND EQUIPMENT,
ICE BRIDGE, CABLES AND
ANTENNAS SHALL BE PAINTED
X6090 JAVA BROWN. FINAL
SELECTION TO BE APPROVED BY
ALBEMARLE COUNTY.
PROPOSED AT &T ANTENNAS ON
FLUSH MOUNTS (TYP. 1 PER
SECTOR - 3 TOTAL)
PROPOSED AT &T TMA'S
(TYP. OF 2 PER SECTOR)
PROPOSED AT &T 119.4'
STEEL POLE PAINTED
SW#6090 JAVA BROWN
PROPOSED AT &T
ICEBRIDGE
PROPOSED AT &T
11'- 5'x16' SHELTER
C' '-T \_ - SCALE: �
CHR�9TOPHER D.�-
CDM MORIN
No. 032984
4PP' sSIONAL
TOP OF CAISSON FOUNDATION
ELEV. 914.0' AMSL
TOP OF RETAINING WALL
ELEV. 913.0' AMSL
EXISTING TOWER BASE GROUND
ELEV. 903.5' AMSL
A -1
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
COMPOUND PLAN
DRAWING NUMBER REV
A -1 8
06 108'
017 76'
023 111'
024 106'
018 98'
D
GJ
Y
c
nl
Q
7
V
TREE INVENTORY
SCALE
NUMBER
SIZE
TYPE
GROUND ELEV.
CANOPY ELEV.
HEIGHT
COMMENT
6
18"
HICKORY
913.Of
108.0±
DIAGRAW 2
11
30"
OAK
913.4±
1022.4±
109.0±
REFERENCE TREE
13
18"
POPLAR
912.9±
103.0±
17
10"
POPLAR
897.9±
76.0±
18
15"
POPLAR
896.3±
98.0±
19
18"
POPLAR
898.0±
oa —os —ta
101.01
20
1 24"
1 POPLAR
902.2±
109.0±
21
12"
POPLAR
896.5±
68.0±
No. 032984
22
24"
POPLAR
899.7±
COUNTY COMMENTS
113.0±
C C M
23
24"
POPLAR
888.7±
GMW
111.0±
` '
24
24"
POPLAR
887.4±
FALLS CFplRCH, VA 22041 -2668
868
106.0±
SITE NUMBER: CV404A
25
18"
CHESTNUT
886.2±
TREE HEIGHT DIAGRAM
91.Ot
12 -31 -13
N
SCALE
IN FEET
"
1311 OF v
°
TREE HEIGHT
SCALE: 1
DIAGRAW 2
O r
0 10 20
40
r
D
60
CHRISTOPHER D .�
1
e
oa —os —ta
COUNTY COMMENTS
GMW
C
CDM
MO RIN
BC ARCHITECTS ENGINEERS
�' Pr<E.
■
SITENAME: CV404
No. 032984
FALLS CHURCH, VA
7
03 -10 -14
COUNTY COMMENTS
GMW
C C M
6
01 -14 -14
RETAINING WALL
GMW
CD
` '
c
FALLS CFplRCH, VA 22041 -2668
868
ve ocirel
SITE NUMBER: CV404A
at8ct
TREE HEIGHT DIAGRAM
5
12 -31 -13
CLIENT COMMENTS
c1Aw
co
TEL: (70.1) 671 -6000
a r c h it e c t s
FAX: (703) 671 -6700
648 DRY BRIDGE ROAD
UBERIY PLAZA 1
.9 .1
SS, G
ZONAL
complete wireless solutions
4
12 -06 -13
CLIENT COMMENTS
GMW
CDM
DRAWING NUMBER
REV
N0.
DATE
REVISIONS
BY
CHK
APP'D
JUST EAST OF THE HOMESTEAD OF
4801 COX RD. SUITE 300
E�
BC
A_2
8
e n g i n e e r s
GILLENWATER &THE GRANDVIEW NURSERY
GLEN ALLEN, VA 23060
.
SCALE:
AS SHOWN
DESIGNED C. MORIN
DRAWN
VG
Q
0
O
U
v
0
0
L
0_
\
a1
0
N
A
A -3
16' -4"
24' -0" 2'-3" 2 3
16' -0" 8'-0" 1
8'_p°
2' -2"
CI O , 0
0 o m o
PORT C1 0
GEN OPEN FOR GENERATOR -
STUB -UPS
p GENERATOR j" RIGID CAST -IN
A -3 CONDUIT B
3" RIGID CAST -IN A -3 .. ••
CONDUIT
CD 2" RIGID CAST -IN °
7
CONDUIT • 1. -0 0' -0" - °"
I5' -0"
16' -0"
23' -0"
C 24' -0"
TELCO ENTRY A -3
DISCONNECT SWITCH
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
SCALE: N.T.S. A -3
16'-4"
8' -0"
0 0
2 -2..
IA HVAC HVAC
DISCONNECT SWITCH ■ i o ® o
GENERATOR
0 o D
e TELCO ENTRY
v =0 0 1 0" 5 1°
05' -9"
7'-10"
15' -0" TH op
ELEVATION B B 23'-0" 0 �'I■ ELEVATION D D
SCALE: N.T.S. A -3
SCALE: N.T.S. A -3 ELEVATION24C°" C oo° ' r■
SCALE: N.T.S. A -3 CHRISTOPHER D.�P'
e 04 -09 -14 COUNTY COMMENTS GMW C CDM MORIN BC ARCHITECTS ENGINEERS
SITENAME: CV404 7 03.10 -14 COUNTY COMMENTS GMW C M FALLS CHURCH, VA
Jg � � 6 01 -14 -14 RETAINING WALL GMW CD Ggg No. 032984
5661 COLUMBIA RKE, SI111E 400 EvelodLel SITE NUMBER: CV404 at8ct
fAUS CLUMBIA" 22041-2668 5 12 -31 -13 CLIENT COMMENTS GMW CD ♦ SHELTER DETAILS
TEL (703) 671 -6000 648 DRY BRIDGE ROAD LIBERTY PLAZA 1 4 12 -06 -13 CLIENT COMMENTS GMW CDM 151111-
y •9 1y 1 D
3 r C h 1 L e c L S FAX: 1703)611 -6300 complete wireless solutio fly NAL DRAWING NUMBER REV
JUST EAST OF THE HOMESTEAD OF 4801 �% SUITE
2- N0. DATE REVISIONS BY CHK APP'
GILLENWATER & THE GRANDVIEW NURSERY
GLEN Al1EN, VA 23060 A -3 8
e n g 1 n e e r s SCALE: AS SHOWN DESIGNED C. MORIN DRAWN VG
rn
3
Q
iu
LY
�c
0
N
J
0
U
v
c
0
E
a
\
M
N
I
N
.3
0
0
0
I
0
J
0
3
c�
a
m
O
I
O
PROPOSED B
METAL POLE
B
i - -1
C
ANTENNA
PIPE
NOTE:
THE DISTANCE FROM THE OUTSIDE
FACE OF THE POLE TO THE OUTSIDE
FACE OF THE PANEL ANTENNAS &
TOWER MOUNTED AMPLIFIERS SHALL
NOT EXCEED 12 INCHES
ANTENNA FRAME 1
SCALE: NTS A -4
ANTENNA SCHEDULE 1
WEIGHT 1 51 LBS /
Hi +45 # + °
45 � +H2
-HI -45 W -45 �O
BOTTOM VIEW
w �:, -.. -- —t�l r•� O e.4
- -- – o _
(4�1
4• .
(
h;
Dimensions
Height
Width
Depth
Weight
255.0 mm 1 10.0 in
236.0 mm 1 9.3 in
123.0 mm I 4.8 in
10.2 kg 1 22.5 Ib
TMA MODEL #E1 509P49 SPECIFICATIONS (2)
SCALE: N.T.S. A-4
LTH OF
HEXPORT MULTI —BAND ANTENNA DETAIL 2 � P4
SIDE VI FRONT VI SCALE: N.T.S.
EW
CHRISTOPHER D.P,
B 8 04 -09 -14 COUNTY COMMENTS GMW C CDM MORIN BC ARCHITECTS ENGINEERS
SITENAME: CV404 7 03 -10 -14 COUNTY COMMENTS GMW C C M FALLS CHURCH, VA
Eveloc i rel SITE NUMBER: CV404A at8ct 5 01.14.14 RETAINING WALL GMW CD No. 032984 OF
5661 COLUMBIA PIKE. SUUE 200
FALLS CHURCH, VA 22041 -2868 5 12 -31 -13 CLIENT COMMENTS GMW CD ANTENNA DETAILS
TEL (703) 671 -6000 �S" y.9 .1Li
a r c h it e C L S FAX: (703) 611 -6300 complete w i r e l e s s solutions 648 DRY BRIDGE ROAD UBERLY PLAZA 1 4 12 -06 -13 CLIENT COMMENTS GMW CDM SS
JUST EAST OF THE HOMESTEAD OF 4801 COX RD, SUITE 300 i� 1` DRAWING NUMBER REV
CLD ALLEN, VA 23060 N0. DATE REVISIONS BY CHK APP' 1YAL � "�
e n g i n e e r s GILLENWATER &THE GRANDVIEW NURSERY A -4 8
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN VG
ANTENNA TYPE: CCI
DIM.
HPA- 65R- BUU -H6
SECTOR: A, B, C
A
72°
B
9°
C
WEIGHT 1 51 LBS /
Hi +45 # + °
45 � +H2
-HI -45 W -45 �O
BOTTOM VIEW
w �:, -.. -- —t�l r•� O e.4
- -- – o _
(4�1
4• .
(
h;
Dimensions
Height
Width
Depth
Weight
255.0 mm 1 10.0 in
236.0 mm 1 9.3 in
123.0 mm I 4.8 in
10.2 kg 1 22.5 Ib
TMA MODEL #E1 509P49 SPECIFICATIONS (2)
SCALE: N.T.S. A-4
LTH OF
HEXPORT MULTI —BAND ANTENNA DETAIL 2 � P4
SIDE VI FRONT VI SCALE: N.T.S.
EW
CHRISTOPHER D.P,
B 8 04 -09 -14 COUNTY COMMENTS GMW C CDM MORIN BC ARCHITECTS ENGINEERS
SITENAME: CV404 7 03 -10 -14 COUNTY COMMENTS GMW C C M FALLS CHURCH, VA
Eveloc i rel SITE NUMBER: CV404A at8ct 5 01.14.14 RETAINING WALL GMW CD No. 032984 OF
5661 COLUMBIA PIKE. SUUE 200
FALLS CHURCH, VA 22041 -2868 5 12 -31 -13 CLIENT COMMENTS GMW CD ANTENNA DETAILS
TEL (703) 671 -6000 �S" y.9 .1Li
a r c h it e C L S FAX: (703) 611 -6300 complete w i r e l e s s solutions 648 DRY BRIDGE ROAD UBERLY PLAZA 1 4 12 -06 -13 CLIENT COMMENTS GMW CDM SS
JUST EAST OF THE HOMESTEAD OF 4801 COX RD, SUITE 300 i� 1` DRAWING NUMBER REV
CLD ALLEN, VA 23060 N0. DATE REVISIONS BY CHK APP' 1YAL � "�
e n g i n e e r s GILLENWATER &THE GRANDVIEW NURSERY A -4 8
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN VG
rn
.3
a
C]
}
a
a
0
0
I
0
J
0
3
v
I
0
0
I
O
DRIP LINE l
SNOW FENCE
BOARD FENCE
FF, NC /NC AND ARMOR/NC
09M -�PLAS ➢C FENCE
CORRECT METHODS OF TREE FENCING
daw ON r � r
r
TRIANGULAR BOARD FENCE
CORD FENCE
i1
O~.~
CORRECT TRUNK ARMORING
TREE PROTECTION DETAIL I
SCALE: N.T.S. A -5
,J,TH OF D
/04(CHRISTOPHER D.�Pl'
B B 04 -10 -14 COUNTY COMMENTS GMW C CDM MORIN BC FALLS ARCHITECTS ENGINEERS
SITENAME: CV404 7 03 -10 -14 COUNTY COMMENTS GMW C C M FALLS CHURCH VA
■ velocirel ���� 6 01 -14 -14 CLIENT WALL GMW Co
666, GDI.UNTil4 PRE SURE 200 SITE NUMBER: CV404A No. 032984
FALLS CHURCH, VA 22041 -2866 5 12 -31 -13 CLIENT COMMENTS GMW CD TREE PROTECTION DETAIL
TEL (703) 671 -6000 'C�
3 r C h S T e C E s FAX: (103) 671 -6300 complete w i r e l e s s solutions 648 DRY BRIDGE ROAD LIBERTY PLAZA 1 4 12 -06 -13 CLIENT COMMENTS GMW CDM v�r �♦
JUST EAST OF THE HOMESTEAD OF 4801 COX RD, SUITE 300 f ]3 DRAWING NUMBER REV
e n g i n e e r s GILLENWATER & THE GRANDVIEW NURSERY GLEN ALLEN, VA 23060 N0. DATE REVISIONS BY CHK APP' ONAL y 1
SCALE: AS SHOWN DESIGNED C. MORIN DRAWN VC A -5 p 0
LEGEND
X X CHAIN LINK FENCE
PROPERTY LINE
— / — - y � /
j � �,j �L- j' �L TEMPORARY TREE \ PROPERTY
> l / =`�x L` �'` J -� l PROTECTION (TYP) LINE
�L R� jY /l / / / l _ _ PROPOSED PERMANENT /
t./� TREE PROTECTION FENCE
AREAS OF CRITICAL SLOPES (25%
& UP) WITHIN DISTURBED AREA / / / 1 / / / �l I SH f�
(TOTAL AREA =1,217 SF /0.02 AC) i / / I / i > �- �1 f _
PROPOSED AT &T 30'x30' LEASE AREA / / / / / - Y� / / / 2 / DRIP L TREE 11 /
REFERENCE TREE*
PROPOSED AT &T 20't ICEBRIDGE r�-
/ PROPOSED.AT &T
�-� I / _ / 11' -5 "x29 RAISED \
EL[,�960 E _ / �� / / / E STEEL PLAT CORM \ / BENCHMARK TOP
OF ROD
EXISTING TREE TO , / / / �� / / - ?� , 1 / / / / / i �1 �ELEV.= 919.17
REMAIN (TYP.)
EXISTING TREE TO BE / _30 -OAK 'DEAD" / T / / *12- REMOVED (TYP. OF 7) I /
PROPOSED AT &T / / / f /l 1 - / - _ A
PARCEL ID: 05700- 00- 00 -049C0 11'- 5 "z16' SHELTER
JAY Y. & SHIRLEY B. GILLENWATER
D.B. 3646, PG. 335 / / / / / / y / IA 15
ZONING: RURAL AREAS
648 DRY BRIDGE RD. CRITICAL SLOPE
AREA DELINEATION
sH
PROPOSED 10'x4' / / i� 1 \ I 1 10 (/" �1s
CONCRETE STOOP / / r / i / / - 'UVGW
.-
�
J �
PROPOSED SILT
PARCEL 05700-00 -00 -04900
------- - - - - -- - - - LEASE AREA
_ yam` �
KELSEY, THOMAS F.
KEL
/ / 9 H
�
EXISTING TREE (SEE j
LT
\
D.B. 2588, PG. 101
OHT /OHP OVERHEAD TELEPHONE /OVERHEAD POWER
SHEET A -1 FOR J u LIMITS OF DISTURBANCE
\�� 11
\
ZONING: RURAL AREAS
DETAILS) , -„_ j (TOTAL AREA =2,446
- - - - - - - - - - UNDERGROUND UTILITY LINES
I /J 1 L\ #25 �� SF/ 0.05 AC)
\
LOD LIMITS OF DISTURBANCE
PROPOSED AT &T 119.4'
IN FEET
— SF SF SF — SILT FENCE
1
STEEL POLE PAINTED
JAVA BROWN
— / — - y � /
j � �,j �L- j' �L TEMPORARY TREE \ PROPERTY
> l / =`�x L` �'` J -� l PROTECTION (TYP) LINE
�L R� jY /l / / / l _ _ PROPOSED PERMANENT /
t./� TREE PROTECTION FENCE
AREAS OF CRITICAL SLOPES (25%
& UP) WITHIN DISTURBED AREA / / / 1 / / / �l I SH f�
(TOTAL AREA =1,217 SF /0.02 AC) i / / I / i > �- �1 f _
PROPOSED AT &T 30'x30' LEASE AREA / / / / / - Y� / / / 2 / DRIP L TREE 11 /
REFERENCE TREE*
PROPOSED AT &T 20't ICEBRIDGE r�-
/ PROPOSED.AT &T
�-� I / _ / 11' -5 "x29 RAISED \
EL[,�960 E _ / �� / / / E STEEL PLAT CORM \ / BENCHMARK TOP
OF ROD
EXISTING TREE TO , / / / �� / / - ?� , 1 / / / / / i �1 �ELEV.= 919.17
REMAIN (TYP.)
EXISTING TREE TO BE / _30 -OAK 'DEAD" / T / / *12- REMOVED (TYP. OF 7) I /
PROPOSED AT &T / / / f /l 1 - / - _ A
PARCEL ID: 05700- 00- 00 -049C0 11'- 5 "z16' SHELTER
JAY Y. & SHIRLEY B. GILLENWATER
D.B. 3646, PG. 335 / / / / / / y / IA 15
ZONING: RURAL AREAS
648 DRY BRIDGE RD. CRITICAL SLOPE
AREA DELINEATION
sH
PROPOSED 10'x4' / / i� 1 \ I 1 10 (/" �1s
CONCRETE STOOP / / r / i / / - 'UVGW
PARCEL ID: 07300- 00- 00 -032AO
BURCH, JOHN W OR ELIZABETH H
D.B. 3961, PG. 328
§r _j' ALTH OF D
CHRISTOPHER D01'
CDM MORIN BC ARCHITECTS ENGINEERS
Cm FALLS CHURCH, VA
No. 032984
S
L1.9-144 SION & SEDIMENT CONTROL PLAN
\PP'
SIONAL DRAWING NUMBER
l�
E &S -1
PROPOSED SILT
/ 6/ / / 1 Y L\ r
MARTIN, ANN GILLENWATER /
SF FENCE (TYP.)
/ / 9 H
_
,>
PROPOSED GRAVEL
/ g�� / /v3��V / ��
ACCESS ROAD W/
c
TURNAROUND /PARKING
SCALE
IN FEET
PROPOSED AT &T
20' ACCESS /UTILITY
0 10 20
Ot < EASEMENT
60 TRUE NORTH
EROSION & SEDIMENT CONTROL PLAN I
#44/ / / / 5 / / /* � /
/ / / /
R0� �1
6RYE�p8�1
/ /91y/ / //� / /
O 1R�vV "RIB �I
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/ / i* 15' DOG- /
WOOD
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SITE NAME: CV404
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04 -09 -14 COUNTY COMMENTS
03 -10 -14 COUNTY COMMENTS
GMW
GMW
o
0
Hoc
' COLUM03 P6(E, SURF
u
SITE NUMBER: CV404A at &t
5
5
/ /
GMW
GMW
FALLS CHURCH, VA 22041-2668
j i r
DRIP LINE (TYP.)
E z i
PROPOSED (2) 6' GATES
r1
complete wireless s o l u t i o n s
648 DRY BRIDGE ROAD UBBTY PLAZA I
JUST EAST OF THE HOMESTEAD OF 4601 CDX R0, SUITE 300
i
12 -06 -13 CLIENT COMMENTS
N
N
O
e n g i n e e r s
i
E /
GILLENWATER do THE GRANDAEW NURSERY LEN A'�H' VA Z3060
N0. DATE REVISIONS
SCALE: AS SHOWN DESIGNED C. MORIN
DRAWN VG
LID 05700- 00- 00 -049C1
PARCEL ID: 07300- 00- 00 -032AO
BURCH, JOHN W OR ELIZABETH H
D.B. 3961, PG. 328
§r _j' ALTH OF D
CHRISTOPHER D01'
CDM MORIN BC ARCHITECTS ENGINEERS
Cm FALLS CHURCH, VA
No. 032984
S
L1.9-144 SION & SEDIMENT CONTROL PLAN
\PP'
SIONAL DRAWING NUMBER
l�
E &S -1
MARTIN, ANN GILLENWATER /
F,
o
D.B. 3484, PG. 423 /
SCALE
IN FEET
0 10 20
40
60 TRUE NORTH
EROSION & SEDIMENT CONTROL PLAN I
SCALE: 1" =20'
0
p
J6
SITE NAME: CV404
8
04 -09 -14 COUNTY COMMENTS
03 -10 -14 COUNTY COMMENTS
GMW
GMW
o
0
Hoc
' COLUM03 P6(E, SURF
■ velocirel
SITE NUMBER: CV404A at &t
5
5
01 -14 -14 RETAINING WALL
12 -31 -13 CLIENT COMMENTS
GMW
GMW
FALLS CHURCH, VA 22041-2668
I
a r c h 3 It e C t S
TEL (103) 671 -6000
FAX: (703) 671 -6300
complete wireless s o l u t i o n s
648 DRY BRIDGE ROAD UBBTY PLAZA I
JUST EAST OF THE HOMESTEAD OF 4601 CDX R0, SUITE 300
4
12 -06 -13 CLIENT COMMENTS
GMW
BY
N
O
e n g i n e e r s
GILLENWATER do THE GRANDAEW NURSERY LEN A'�H' VA Z3060
N0. DATE REVISIONS
SCALE: AS SHOWN DESIGNED C. MORIN
DRAWN VG
PARCEL ID: 07300- 00- 00 -032AO
BURCH, JOHN W OR ELIZABETH H
D.B. 3961, PG. 328
§r _j' ALTH OF D
CHRISTOPHER D01'
CDM MORIN BC ARCHITECTS ENGINEERS
Cm FALLS CHURCH, VA
No. 032984
S
L1.9-144 SION & SEDIMENT CONTROL PLAN
\PP'
SIONAL DRAWING NUMBER
l�
E &S -1
%1
- -- CONSTRUCTION OF A SILT FENCE
(WITHOUT 117RL' SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4`X 4" TRENCH
UPSLOPE ALON(: THE LINE OF
STAKES
FILOW
ITT
6•MAi I
T �
1
O STAPLE FILTER kIATEPIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH
4. HACKE'ILL AND CObIPACT
THE EXCAVATED 5011,
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
I
l�L=zj i=
POINTS A SHOULD BE IIIGIIEIl THAN POINT' B.
DRAINAGEK'AY INS9'ALLATION
(FRONT ELEVATION)
�i.
C'ONST'RUCTION OF A SILT FENCE
( IfITH WIRE SUPPORT)
SFT. POSTS AND LXCAVA1t A 4'"X4'• . SIAPLL Vd,R1 IiN( NII lU IHL POSTS
TRI.I:Cti F INL
'IF FOST�.
7 1
iFL011'I III I•�I 'Vjhll
i
• i,TFR FABk.0 TO 1.1_ N'IRi L.. r.l Arl.i CUwPACT TnF
r, ... ,rILN:.i V Ihi:ir 1,4 TO; r,CH
FLOW
EXILNSION 01 IABRIC ArN�1r)D W.RE INTO THE TRENCH
F;_TEF FABRIC
i
NOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992
V
SEE DRAWINGS G -1 AND G -2 FOR LOCATIONS OF EROSION AND SEDIMENT CONTROL STRUCTURAL PRACTICES
3
SF SILT FENCE STD 3.05 -1 SF SUPER SILT FENCE STD 3.05 -2
LTH of D
r
EROSION
SCALE: N.T.S.
& SEDIMENT CONTROL DETAILS��OU"lr�
dS-
o
CHRISTOPHER D.�;"
�I
6
04 -09 -14 COUNTY COMMENTS
GMW C
CDM MORIN BC ARCHITECTS ENGINEERS
O
SITE NAME: CV404
03 -10 -14 COUNTY COMMENTS
GMW C
C M FALLS CHURCH, VA
3:
.... SBA M S� 21
-RC ■ velocirel
SITE NUMBER: CV404A
6
&t
01 -14 -14 RETAINING WALL
COMMENTS
GMW CD
clAw CD
No. 032984
SION &SEDIMENT CONTROL DETAILS
a FADS CHURCH, VA 22041 -2666
5
at
12 -31 -13 CUENT
'i.9
TEL (703) 671-M
r•T 3 r 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 L I o n 5
648 DRY BRIDGE ROAD
THE HOMESTEAD OF
, 4
UBFRIY PLAZA 1
1801 COX �• ��
12 -06 -13 CUENT COMMENTS
CMW CDM
.1'i
S(1 Cy� R DRAWING NUMBER REV
VZOAL
N
JUST EAST OF
GILLENWATER do THE GRANDVIEW NURSERY
NO.
GLEN ALLEN VA 23(160
DATE REVISIONS
BY CHK
APP' V� C p
•' •' •' E &S -2 8
e n g 1 n e e P S
n
SCALE:
AS SHOWN DESIGNED C. MORIN
DRAWN VG