HomeMy WebLinkAbout02-11 Design PlanPF"' IECT INFORMATION
SCOPE OF WORK: PROPOSED AT&T ANTENNAS MOUNTED ON A PROPOSED TOWER. EQUIPMENT —
SHELTER WILL BE LOCATED AT THE BASE OF THE TOWER ON A SLAB. SITE IS
AN UNMANNED TELECOMMUNICATIONS FACILITY.
SITE ADDRESS: 2418 INDIAN HOLLOW RD
WINCHESTER, VA 22603
LATITUDE N 39" 14' 49.432"at&t
LONGITUDE: W 78' 16' 00-061" `
GROUND ELEVATION: 746.4' AMSL 1
JURISDICTION: FREDERICK COUNTY
ZONING: RA
TAX PARCEL: 40—A-77
TITLE REFERENCE: D.B. 137 PG. 153
PROPOSED USE: TELECOMMUNICATIONS FACILITY
PROPERTY OWNER: MARCUS ADAMS HOGUE CREEK-ADAMS PARCEL
NAME OF APPLICANT: AT&T MOBILITY
UTILITY INFORMATION 10134916_3991
POWER: ALLEGHENY (800) 255-3443
TELCO: VERIZON DRAWING INDEX (800) 483-5000 REV MAP APPLICABLE BUILDING CODES AND STANDARDS
DIRECTION:
T-1 TITLE SHEET o
DEPART 7150 STANDARD DR, HANOVER, MD 21076 HEAL) SOUTHWEST ON STANDARD DR TOWARD PARKWAY DR. 0.4 MI. TURN LEFT AT SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
PARKWAY DR. 75 FT. TAKE THE IST RIGHT ONTO PARK CIR DR. 0-4 MI. TURN LEFT AT COCA COLA DR. 0.3 MI. MERGE ONTO MD-100 W AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
SP-1 SURVEY VIA THE RAMP TO ELLICOTT CITY 7.3 MI. EXIT ONTO US-29 N/COLUMBIA PIKE TOWARD I-70 3.3 MI. MERGE ONTO 1-70 W VIA THE RAMP ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
TO FREDERICK 61.1 MI. TAKE EXIT 26 TOWARD ROANOK� 0.9 MI. MERGE ONTO 1-81 S. PASSING THROUGH WEST VIRGINIA ENTERING
VIRGINIA 35.4 MI. TAKE EXIT 317 FOR VA-37/US-11 TOWARD US-522 N/US-50 W/WINCHESTER/STEPHENSON 0.3 MI. TURN RIGHT AT BUILDING CODE:
A-0 SITE PLAN O US-11 S/VA-37 S/MARTINSBURG PIKE. CONTINUE TO FOLLOW VA-37 S 2.1 MI. TAKE THE RAMP TO US-522 N/N FREDERICK PIKE 0.4 INTERNATIONAL BUILDING CODE (IBC 2006)
A-1 COMPOUND PLAN & ELEVATION 0 ML TURN RIGHT AT US-522 N/N FREDERICK PIKE 0.5 MI. TURN LEFT AT INDIAN HOLLOW RD/STATE ROUTE 679 157 FT. SLIGHT RIGHT TO
STAY ON INDIAN HOLLOW RD/STATE ROUTE 679 4.6 MI. TURN RIGHT AT INDIAN HOLLOW RD 0.2 MI. TURN LEFT, DESTINATION WILL BE ON ELECTRICAL CODE:
A-2 SHELTER DETAILS 0 THE LEFT 0.2 MI. NATIONAL ELECTRICAL CODE (NEC 2008)
A-3 SHELTER DETAILS 0
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS-
f? % AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION
/;'f TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222—F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA
;1 SUPPORTING STRUCTURES:
!% TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISDVDY, GROUND IMPEDANCE,
AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
0
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY
y� �A, "C3" AND "HIGH SYSTEM EXPOSURE?
TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
f'
= TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS
_ ITE
v
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
OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL
REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
N
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NOTES //flayneld
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C 1
o NOTE: MAGNETIC DECLINATION - 10' 04'W�
CHANGING BY 0' VW PER YEAR AS OF 07/29/10 i' / Y " � AT&T CONSTRUCTION: AT&T RF:
OF
`_ti
Z AT&T COMPLIANCE: � �"AiCtc� ATE
SCALE: 1 *=2000'
3 3 MORIN BC ARCHITECTS ENGINEERS
2 FALLS CHURCH, VA
5659 CUUMEU PIKE_ ' 101 HOGUE CREEK—ADAMS PARCEL 1 No. 032984
s U-a FALLS CHURCH, A 22041-2868 10134916_3991 at&t 0 10-12-10 ISSUED FOR ZONING GMW BM TITLE SHEET
TEL (703) 671-6= l a 13 I p
• 4 a r C h i C e C C s FAX: (7(13) 671-63DD 71H 150 ST OM DR6 A 07-29-10 PRELIMINARY ZONING DRAWINGS AWS 6MQ v�T �1 DRAWING NUMBER REV
2418 INDIAN HOLLOW RD ! NAL E
WINCHESTER, VA 22603 NO. DATE REVISIONS BY CHK APP' O T-1 O
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>ITE INFORMATION
TAX PARCEL # 40-A-77
DEED REF.: D.B. 137, PG. 153
ZONING: RA
JURISDICTION: FREDERICK COUNTY
DISTRICT: GAINESBORO DISTRICT
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT
AGENCY MAPS, THIS PROPERTY FALLS WITH -IN
FLOOD ZONE 'A" & ZONE "X", AS SHOWN ON FIRM
COMMUNITY PANEL NO. 51069C 02000, DATED 9-2-09.
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0 100 200 400 600
>ITE INFORMATION
TAX PARCEL # 40-A-77
DEED REF.: D.B. 137, PG. 153
ZONING: RA
JURISDICTION: FREDERICK COUNTY
DISTRICT: GAINESBORO DISTRICT
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT
AGENCY MAPS, THIS PROPERTY FALLS WITH -IN
FLOOD ZONE 'A" & ZONE "X", AS SHOWN ON FIRM
COMMUNITY PANEL NO. 51069C 02000, DATED 9-2-09.
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PROJECT INFORMATION
SITE NAME:
HOGUE CREEK
SITE NUMBER:
>LY/ !R fZOa7 R.4�iYt jj
SITE ADDRESS:
2418 INDIAN HOLLOW RD
PROPERTY LINE
WINCHESTER, VA 22603
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PROJECT INFORMATION
SITE NAME:
HOGUE CREEK
SITE NUMBER:
10134916
SITE ADDRESS:
2418 INDIAN HOLLOW RD
PROPERTY LINE
WINCHESTER, VA 22603
OWNERS NAME:
MARCUS M. ADAMS
-
2361 INDIAN HOLLOW RD
`r UTILITY POLE
WINCHESTER, VA 22603
TOWER CENTROID
LATITUDE: N 39'14'49.432' LONGITUDE: W 7516'00.061"
GROUND ELEVATION:
746.4±
PARAPET ELEVATION:
N/A
BASIS OF ELEVATIONS:
GPS OBSERVATIONS RECORDED ON 7-8-2010
P.O.0 POINT OF COMMENCING
SUB -METER ACCURACY TO NEAREST FOOT
BASIS OF BEARINGS: GPS OBSERVATIONS RECORDED ON 7-8-2010
SUB -METER ACCURACY TO NEAREST FOOT
LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON NADE13
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 & PLATS OF RECORD. HALDER SURVEYS, PC.
MAKES NO WARRANTY EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE BOUNDARIES AS SHOWN ON THIS MAP.
N 71J7(Iv64
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CLIENT:
Y' 1
at&t
7150 STANDARD DR.
HANOVER, MO 21076
CLIENT:
BC Architects Engineers, PLC.
5659 Columbia Pike, Suite 101
Falls Church, VA 22041-2808
7941 NAL .5771& CONSULTANT:
. ti CL4K
N 71J7J9f i9
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DETAIL SCALE: i"=40' (11'X17" PLOT)
DETAIL SCALE 1"=20' 124'X36' PLOT)
0 10 20 40 60
LEGEND
VICINITY MAP
SHEET TITLE:
1' CONTOUR INTERVAL
S' CONTOUR INTERVAL
1�` -
SHEET NUMBER:
PROPERTY LINE
yT -
OVERHEAD WIRES
-
`r UTILITY POLE
N 7JJIM..97
F IJSfCSi2Tl.Q7
\ '
IRON PIN
TEMPORARY BENCH
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\
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0 10 20 40 60
LEGEND
VICINITY MAP
SHEET TITLE:
1' CONTOUR INTERVAL
S' CONTOUR INTERVAL
1�` -
SHEET NUMBER:
PROPERTY LINE
yT -
OVERHEAD WIRES
-
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IRON PIN
TEMPORARY BENCH
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MARK
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a+
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-
r
r
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VICINITY SCALE: 1"=2000' (11'X17' PLOT)
110400 CHESTER ROAL) I
CHESTER, VA. 23831
PHONE: 804-748-8707
DRAWN BY, RLL
APPRUVED BY, RLL
REVISIONS
NO I DATE I DESCRIPTION I BY
SRM NUMBER:
10134916
SITE NAME
HOGUE CREEK
SITE ADDREM
2418 INDIAN HOLLOW RD.
WINCHESTER, VA 22603
1 SEAL:
A1vTH OF
0
U
RONALD L. LANG
Lic. N 11 003004
7-14-2010
d Sm -
£,y:'-
3 -•
DATE: 7-14-2010
SHEET TITLE:
x _
SURVEY PLAT
•'
SHEET NUMBER:
SP -1
T.M. 29-A-15
DROWN, JAMES A. & MONICA E.
ZONINr,• RA
1255 H?
I �
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1 1
T.M. 40—A -77A
MARCUS M. ADAMS, SR.
D.B. 677, PG. 546
ZONING: RA
I
I /
THE PROPERTY SURROUNDING THE PREMISES IS AN OPERATING
CATTLE RANCH. ALL AT&T VISITORS, EMPLOYEES, AGENTS, AND
SUBCONTRACTORS SHALL CLOSE AND LOCK GATE(S) UPON EACH
ENTRY AND EXIT FROM THE PROPERTY AND TAKE REASONABLE
PRECAUTIONS WHEN INTERACTING WITH FREE-RANGE CATTLE
I I /
1 /
, ISTING
TREELINE \ T.M. 40-A-78
' MARCUS M. ADAMS & GLADYS N. ADAMS
i 3
ZONING: RA
RASS AREA \ 2420 INDIAN HOLLOW RD.
XISTING 15' SOIL `
PROPOSED AT&T & GRAVEL ROAD
195' MONOPOLE W/ WOODED \
\\ 4' LIGHTNING ROD \
3 PROPOSED AT&T 20' �
4ti4 ACCESS/UTILITY EASEMENT `
PROPOSED AT&T EXISTING ROAD 1496' \
—LONG (NO IMPROVEMENTS
50'X50' CHAINLINK \ �
NECESSARY)
FENCE/LEASE AREA
T.M. 40-A-5 �
WOLFE. LYNN RAMEY / \ \ 7
ZONING: RA PROPOSED 12' \ `
1255 HAYFIELD RD , GRAVEL ACCESS ROAD \
WIRE GATE OLE BARN \ �
i
+ � I
WIRE FENCE
+ XISTING 15'
GRAVEL ROAD/ 1
y /
i `oyc^0 T.M. 40-A-77 \`
MARCUS M. ADAMS TELCO. PED. /
ZONING: RA / i \
2418 INDIAN HOLLOW RD.
3 P \fF 100 AC. SILO__7 1 `
�'y OLE W/ TRANS / \
METAL
BUILDING �8 111
T.M. 40-A-77 /d /
MARCUS M. ADAMS /
ZONING: RA` \ 00 YR FLOOD /
2418 INDIAN HOLLOW PLAIN± /
c RD. 100 AC.
FENCE
T.M. 40-A-79
\ / / MARCUS M. ADAMS
\ / ZONING: RA
2361 INDIAN HOLLOW RD.
�I 7S)-'4 �r y0<10W\ POLE W/ \\st \ ` EXISTING 12' /
JD PRFs R0 679 \ \ TELCO � / GRAVEL ROAD i
a Op�R RAY � ''"
o jj��
�\ REE x� ZONE A
T.M. 40-A-74 CONC. `� \
MARCUS M. ADAMS, SR. BRIDGcl E "° \
m TELCO. PED.
D.B. 503, PC. 602
.E ZONING: RA
ZONE
SCALE IN FEET \ LTH OF Dl
COMPOUND PLAN 1O
} I SCALE: 1"=300'
A-1 0
0 150 300 600 900 TRUE NORTH
O
3.Y 3 MORIN BC ARCHITECTS ENGINEERS
"' 2 FALLS CHURCH, VA
HOGUE CREEK -ADAMS PARCEL N0. 032984
5659 COWMEN PACE, SURE 101 10134916_3991 at8ct
p .._.ro. •.:': -`:�,..�,�.- FAUS CHURCH, VA 22041-2868 0 ,0-12—,0 ISSUED FOR ZONING GMW BM SITE PLAN
I TEL (7�) �1 6000 A 07-29-10 PRELIMINARY ZONING DRAWINGS AWS BMQ [� lA �3 �0
c" 3 r C h 1 L e C t S FAX: (703) 671-6300 7150 STANDARD DR �S V1 DRAWING NUMBER REV
I 2418 INDIAN HOLLOW RD HANOVER, MD 2,076 I E�
O e n i n e e r s WINCHESTER, VA 22603 NO. DATE REVISIONS 6Y CHK APP" �1 VAL , , .. , A-0
g SCALE: AS SHOWN DESIGNED B. QUINN DRAWN GMW
x-----------
EECARRIER
LEASE AREA
II I 25'-0"
I o I
I� I
I— — — — — — — — —
i F-------1
I �
PROPOSED AT&T 195' I I w
MONOPOLE W/ 4'
LIGHTNING ROD I ti
PROPOSED AT&T 50'X50'
FUTURE CARRIER'
CHAINHNK FENCE i I LEASE AREA ,
I �
I I
I � S�G�o�ti aF�Top �
— — — — — —
3 I I
I LFAREA
CARRIER
% 3'-0"
C
I I
N
i I I
� I i
:n
= PROPOSED AT&T
\ +�
12' ACCESS GATE
o PROPOSED AT&T
3 20' ACCESS/UTILITY
EASEMENT--__.
N
I I
a
r
3'-0"
PROPOSED AT&T ►4��--GfANNGG
UTILITY H -FRAME W/
HOFFMAN BOX
PROPOSED AT&T 12'
ACCESS ROAD
SCALE IN FEET
o i COMPOUND PLAN
�
I 0 10 z0 40 60 TRUE NORTH SCALE: 1"=20'
0
rt HOGUE CREEK—ADAMS PARCEL
V R-4' _�e 5659 COLUMBU HKE, SUOE 101
p M FALLS CHURCH, VA 22041-2868 10134916_3991
TEL (703) 671-6000
M 3 r C h i t e C t s FAX: (703) 671-6300
2418 INDIAN HOLLOW RD
I
WINCHESTER, VA 22603
o e n g i n e e r s
GRUB & REMOVE
ALL TREES AND
VEGETATION WITHIN_
FENCED AREA
PROVIDE 1000
GEOTEXTILE FABRIC
& #57 STONE
WITHIN FENCE AREA
EXISTING
TREELINE
-PROPOSED AT&T SHELTER
(CELLXION SCGW46) ON AN
11'-5"x20' CONC. PAD
-PROPOSED AT&T ANTENNAS
MOUNTED ON A 12' PLATFORM
PROPOSED 30A DISCONNECT FOR
VERIZON MESA CABINET (IF NECESSARY)
PROPOSED VERIZON
MESA CABINET
a
3)
BRIDGE
ELTER
ON AN
'AD
' FENCE
SCALE IN FEET TH Or jj
l L.EVATION 2
1"=30' A-1
0 15 30 cTCTJR
tT
_ ETo'fT]E
3 MORIN s BC ARCHITECTS ENGINEERS
2 FALLS CHURCH, VA
at&t 1 No. 032984
0-- 10-12-10 ISSUED FOR ZONING GMW BM (� (Q 13
(p � COMPOUND PLAN &ELEVATION
717150 TND 21DR 076 A 07-29-10 PRELIMINARY ZONING DRAWINGS AWS BMO t7�1T J DRAWING NUMBER
f 1V
NO. DATE REVISIONS BY CHK APP' ANAL
A-1
SCALE: AS SHOWN DESIGNED B. QUINN DRAWN GMW
C
A`2
20'-0"
6 1/4" 18'-11 112" 6 1/4"
I
42" 13" 3" 3"
i
BATTERY FUTURE BTS FUTURE FUTURE
UMTS UMTS DA
irk
Uja
8 - �
D
o A-2
WAVEGUIDE
STONE AGGREGATE FINISH
0 0
LOCATION B1
.®®0a
-oQoo-
.00po-
4" TELCO
0 0
ENTRY---\,
0 0
lof ol
0 0
WAVEGUIDE TY 0 BAY BTS FUTURE BTS FUTURE TELCO
LOCATION Bt CABINET RACK
NOTE:
LIGHT ON OUTSIDE OF THE
SHELTER SHALL BE OPERATED
� 42^3" t3" 3.. 44"
WITH A MOTION SENSOR
ELEVATION A
A SCALE: N.T.S. A-2
A-2
AT&T EQUIPMENT SHELTER
SCALE: N.T.S. A-2
rn
3
v
Q
'c
0
Y
N
N
U
STONE AGGREGATE FINISH
0 0
p ol I. VOT
0
0
x
v
0
3
I
_
43
0
LEI
3
0
o
4' SERVICE
ENTRY
e
® o
4 °
0 0
X1
a r4('HlR%&HF.R
TH�ELEVATION B ELEVATION c LEVATION
SCALE: N.T.S. A -p ASCALE: N.T.S. A-2
J
� 3
4c.
. HOGUE CREEK AMS PARCEL 2 AO�RIPL,ec FALL CRCH, VAS
,�'°,_� 5659 COLUMBIA PIKE. SUIE 101
1 32984
EAILS cNURa1. VA 22041-2668 10134916_3991 at&t 0 10-12-10 ISSUED FOR ZONING GMW BM SHELTER DETAILS
3 r C h 1 [ e C Y- s
TEL (703, 671-M A 07-29-10 PRELIMINARY ZONING DRAWINGS AWS BMQ �S l 13 `4 �i DRAWING NUMBER REV
I FAX: (703 671-6300 7150 STANDARD DR
2418 INDIAN HOLLOW RD HMOVER. MD 21076 NO. DATE REVISIONS BY CHK APP' ZONAL ��
e n g i n e e r s WINCHESTER, VA 22603
SCALE: AS SHOWN DESIGNED S. QUINN DRAWN GMW „_Z 0
STONE AGGREGATE FINISH
0 0
p ol I. VOT
4' SERVICE
ENTRY
e
® o
4 °
0 0
X1
a r4('HlR%&HF.R
TH�ELEVATION B ELEVATION c LEVATION
SCALE: N.T.S. A -p ASCALE: N.T.S. A-2
J
� 3
4c.
. HOGUE CREEK AMS PARCEL 2 AO�RIPL,ec FALL CRCH, VAS
,�'°,_� 5659 COLUMBIA PIKE. SUIE 101
1 32984
EAILS cNURa1. VA 22041-2668 10134916_3991 at&t 0 10-12-10 ISSUED FOR ZONING GMW BM SHELTER DETAILS
3 r C h 1 [ e C Y- s
TEL (703, 671-M A 07-29-10 PRELIMINARY ZONING DRAWINGS AWS BMQ �S l 13 `4 �i DRAWING NUMBER REV
I FAX: (703 671-6300 7150 STANDARD DR
2418 INDIAN HOLLOW RD HMOVER. MD 21076 NO. DATE REVISIONS BY CHK APP' ZONAL ��
e n g i n e e r s WINCHESTER, VA 22603
SCALE: AS SHOWN DESIGNED S. QUINN DRAWN GMW „_Z 0
0
N
I
20'-0"
n
VL
SCALE 3/8"=1"-0'
3/4" Cl
GRADE
36" (NOTE 5)
SECTION "A -A"
SHELTER FOUNDATION DETAILS O
SCALE: N.T.S. A-3
BUI
FL
14'
ON
(2
LLS
71 -Al
HIL
3/4
TIES 0 24" Q.C.
1 #4 REBAR TOP
BOTTOM
NOTES:
1. REFER TO MANUFACTURERS SPECIFICATIONS FOR SITE SPECIFIC CRITERIA:
CELLXION
BOSSIER CITY, LA
(318) 213-2900
2. CONCRETE STRENGTH SHALL BE A MINIMUM OF 4000 PSI.
3. TIE DOWN PLATES, ANCHORS, AND HARDWARE TO BE PROVIDED BY THE
SHELTER MANUFACTURER.
4. SLAB TO BE LEVEL AND FLAT.
5. FOOTING SHALL EXTEND TO DEPTH SHOWN OR BEAR ON SOLID ROCK IF
ENCOUNTERED DURING EXCAVATION.
REBAR
TIE
STOOP DETAIL 2
SCALE: N.T.S. A-3
1'-0"
—1"0 HOLE;
TIE DOWN BRACKET
4 REO•D.
SECTION B -B"
SECTION C -C"
TIE DOWN PLATE �TH OF
I�r
N.T.S.
N.T.S.N.T.S.
SHELTER CONNECTION
DETAILS ��
0—
r
SCALE: N.T.S.
A-3
TSTOPHER r. 9
► _-
-
HOGUE CREEK—ADAMS PARCEL
3
MORIN
No. 032984
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
2
1
_MM PIKE. 101
FALLS CHUB' VA 2204�M6
10134916_3991
at8ct
0 10-12-10 -ISSUED FOR ZONING
GMW BM
T o i3 (c.
SHELTER DETAILS
a r C T7 1 t e C t s
TEL (703) 671-6W0
FAY: (703) 671-63W
2418 INDIAN HOLLOW RD
7150 STANDARD DR
RANOVER, MD 21076
A 07-29-10 PRELIMINARY ZONING DRAWINGS
AWS BMO SS �+
BY CHK APP' ZONAL
DRgWING NUMBER
REV
WINCHESTER, VA 22603
NO. DATE REVISIONS
U -'
A-3
0
e n g L n e e r s
SCALE: AS SHOWN DESIGNED B. QUINN
DRAWN G