HomeMy WebLinkAbout43-02 Shenandoah Mobile Co. (Telecom. Tower & Schrock Property) - Stonewall - Backfile■
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Grrl lighway 81 Exit .f15 proceed in towards Winchester to the 3rd
traffic light, which is Ft CoHl'er Road. Turn right and proceed until stop
1 at Balser ! ane. Turn Right to first intersection on the right which is
Imboden Drive. Turn right and proceed to end of drive. You will enter the
Schrock Tours property. Proceed to the right of the building and behind and
!rear left.
ADJUSTABLE
MAX
MAXIMUM(
APPROXIMATE
MECH
MECHANICAL
CABINET
MFR
MANUFACTURER
CEILING
MGB
MAIN GROUND BAR
CONCRETE
MIN
MINIMUM
CONTINUOUS
MTL
METAL
CONSTRUCTION JOINT
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DIAMETER
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DRAWING
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EQUIPMENT GROUND BAR
OPP
OPPOSITE
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SF
SQUARE FOOT
ELECTRICAL
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ELEVATION
SW
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EQUAL
SS
STAINLESS STEEL
EQUIPMENT
STL
STEEL
EXISTING
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TOP OF CONCRETE
EXTERIOR
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TOP OF MASONRY
FINISHED FLOOR
TYP
TYPICAL
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VERIFY IN FIELD
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TITLE SHIEST
STATION
PCs
PERSONAL
COMMUNICATIONS
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SITE REAM
SERVICES
A-1
ANTENNA
—1DETAILED
SITE PLAN AND ELEVATION
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GENERAL DETAILS AND RILL ()I— M Aol T F I AFL S
PLATE
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UTILITY ROUTING PLAN AND D ,.r.XIL
No. A
DETAIL NUMBER
SHT
SHEET NUMBERE-2
ELECTRICAL DETAILS
G
GROUND WIRE
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GROUNDING LADING PLAN AND D TA IL,'ElII
COAXIAL CABLE
—4
GROUNUIIIII'" IG RISER DIAGRAM AND DETAILS
THIS SITL PLAN IT VALID FOR FIVE (5) YEARS.
f,&I, ! N G
rAPPROVED BY THE ZONING ADMINISTRATOR
/ 7
DATE
A
0 F77' �
Dt� " 2002
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PLANNINCa u I I V
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THE ROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT,
SITE TYPE:
TOP OF TOWER EL.
NUMBER OF ANTENNAS:
SIZE OF ANTENNAS:
SIZE OF EQUIPMENT PAD:
LATITUDE:
LONGITUDE:
GROUND ELEVATION:
�N�I tL�1t�Ity
REAL ESTATE
?AW LAND — MONOPOLE
S0,+-
°ROPOSED, 3 FIJ URE
,7"
J —0" x 16'-0"
11' 4237"
Ud 78` 08, 06.11"
AMSL
OWNER:
CONTACT PERSON:
COMPANY:
TELEPHONE:
POWER COMPANY:
CONTACT PERSON:
TELEPHONE:
SCHROCK INDUSTRIES
220 IMBODEN DRIVE
WINCHES —ER, VA
(540) 678-2871
EARRY SCHROCK
SCHROCK INDUSTRIES
(540) 678-2871
ALLEGHENY POWER
ORDER CENTER
800 255-3443
TELEPHONE COMPANY:✓ERIZON
CONTACT PERSON: DOUG HARRISON
TELEPHONE: 540 665-3151
COUNTY: STONEWALL DISTRICT, FREDRICK COUNTY
III U NTE
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SUBMITTALS
DATE DESCRIPTION REV
09/27/02 ISSUED FOR COMMENT A
10/01/02 ISSUED FOR CONSTRUCT —ION 0
10 /29 02 REISSUED FOR CONSTRUCTION 1
/25/02 REUSED PER COUNTY
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2325 O'�'VAI��"LAINVD� D 1st FLOOR
W�LLOW GROVE, PA 191l
PHONE� (215) 65 - 10101C
FAk (215) 706-42100
,�,NI.TH op
0
o M. HISHAM ALSADO
No.035368 46
�sSroNAI. PCs
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
jOB No: 2400090589,06
DRAWN: B.B.
CHECKED: S.H.
APPROVED: I B
IMP.. LYNN KOERNER
ONST.� NEIL FADELY
A&®1 S C110117 T H an' III L E Y
TITLE
TiTLE SiFI
TVIR077
IMBOIDEN DRIVE
BAKER LAME INDUII,;'ITIRIA'L PARK
W I NI IL H ,Iw E R, VA
HI JIN" ,PEA
u�lmEM
CONSTRUCTION I I I 1 11 OF
Gil E ' P',J E R A N0 T 'moo
GI -t D U L k GD T GRAPH,(-, INT ORMATION OBTAINED FROM THE
0-F -) "LING:
A. LIMITED HELD OBSERVAF,1,- '-` BY URS CORPORATION,
B. SITE PLAN PROVIDED BY GREENWAY ENGINEERING OF WINCHESTER,VA, DATED 1 1 /19/01 .
SURVEY BY J.A. RICE, INC. OF FREDERICK, MD, DATED 08/13/02.
iiS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY
��JNSISTING OF THE LOCATION OF PANEL ANTENNAS ON A PROPOSED
11>0' MOINOPO-E, PLACEMENT OF SMALL WEATHERTIGHT RADIO EQUIPMENT
�R'^1ETS WITHIN THE SUBJECT LEASEHOLD AND ASSOCIA?ED APPURTENANCES.
J. THE PROPOSED SHENTEL FACILITY IS UNMANNED AND DOES NOT REQUIRE
�OTABLE WATER OR SEWER S=FVICE_
THE PROPOSED SHENTEL FACIL IS UNMANNED AND IS NOT FOR HUMAN
HABITATION. (NO HANDICAP ACCESS IS REQUIRED)
OCCUPANC'1IS LIMPED TO PERIODIC MAINTENANCE AND INSPECTION,
APPROXIMATELY 2 TIMES PER MONTH, BY SHENTEL TECHNICIANS.
C NOISE, SMOrCE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL.
JUTD00R STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED.
8. LIGHTING WILL BE PROVIDED FOR THE EQUIPMENT ONLY.
). EXTERIOR SIGNS ARE NOT PROPOSED, EXCEPT AS REQUIRED BY FEDERAL, STATE OR TOWNSHIP
ORDINANCES. NO ADVERTISING SIGNAGE SHALL BE PERMITTED ON FACILITY EXCEPT FOR SIGNAGE
�ROVIDING OWNERSHIP IDENTIFICATION AND EMERGENCY INFORMATION. NO MORE THAN 2 SIGNS
SHALL BE PERMITTED AND THEY SHALL BE LIMITED TO 1.5 SQUARE FEET IN SIZE AND NO
H',GHER THAN 10 FEET ABOVE GRADE.
0. TOTAL AREA OF DISTURBANCE UNDER THIS PROPOSAL: 4225 S.F. ±
-HE MONOPOLE & ANTENNA MOUNTS WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
TH THE CURRENT STRJCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA
J'PORTING, STRUCTURES (TIA/EIA-222-F) REV JUNE 1996.
INCREASE IN STORM WATER RUNOFF DUE TO THE INCREASE IN IMPERVIOUS AREA IS
I SIGNIFICANT. EXISTING DRAINAGE PATTERNS WILL NOT BE ATLERED. A STORMWATER MANAGEMENT
D'_AN WAS ALREADY DESIGNED FOR THE PROPERTY, TAKING INTO ACCOUNT FOR IMPERVIOUS AREA
ENCOMPASSING THE AREA OE THE PROPOSED CONSTRUCTION AND THE RUNOFF WILL BE HANDLE BY THE
EXISTING DETENTION BASIN, 'WHICH WAS DESIGNED FOR 36,180 cf OF VOLUME AS PER THE SITE PLAN
PROVIDED BY GREENWAY ENGINEERING OF WINCHESTER,VA, DATED 11/19/01.
COUNTY of FREDERICK
Department of Planning and Development
540/"5-5651
FAX: 5401"5-095
October 21, 2002
Shentel/Shenandoah Mobile Company
P.O. Box 280
124 South Main Street
Edinburg, 'VA 22824
RE: CUP 910-02 of Shenandoah Mobile Company for a 'Telecommunications Facility
Schrock Property at 220 Imboden Drive
Property Identification Plumber (PIN): 54-7-7A
Dear Sir/Madam: r
This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting
on October 4, 2002. Your application, Conditional Use Permit #10-02, for a 150-foot monopole -
type telecommunications tower was approved with the following conditions:
1. All Zoning Ordinance requirements and review agency comments shall be addressed and
complied with at all times.
2. The tower shall be available for co -locating personal wireless service providers.
3. A minor site plan shall be approved by the County.
4. The tower shall be removed by the applicant or property oWncr,within twelve (12) months
of abandoirrnent of operation.
5. All existing zoning violations shall be resolved prior to construction of any
telecommunication facilities.
6, In the event a telecommunications tower is not erected within twelve (12) months of the
approval of this, Conditional Use Permit, then the Conditional Use Permit will be deemed
invalid.
107 North Kent Street • Winchester, Virginia 22601.SW
Page 2
Shentel/Shenandoah Mobile Company
Re: CUP #10-02 Shenandoah Mobile Company
October 21, 2002
13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE
SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL
OR UTILITY AUTHORITIES HAVING JURISDICTION.
14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES
INHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES
AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL
BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE
USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR
NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY FOR THE WORKING
CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION
B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION
1 5. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND STIPULATED
IN THE SPECIFICATION PROJECT SUMMARY.
16. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,
WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED
AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH
WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE
APPROVAL OF ENGINEERING.
17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE 'WORK AND NOT
COVERED BY THE PROPOSED IMPROVEMENTS, SHALL BE RESTORED AS REQUIRED.
18. ALE SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER AS
REQUIRED.
19. NO ENVIRONMENTAL FEATURES OF CONCERN ON THE PROPERTY,
20. THE TELECOMMUNICATIONS FACILITY SHALL BE CONSTRUCTED WITH MATERIALS
OF GALVANIZED FINISH OR PAINTED A NON -CONTRASTING BLUE OR GRAY UNLESS
OTHERWISE MANDATED BY THE FAA OR FCC. A
PARCEL 547 (LOT 12)
ROCCO BUILDING SUPPLIES, INC.
IMBODEN DRIVE
WINCHESTER, VA, 22603
DEED BOOK B38 PAGE 98
3.(37 ACRES (133, 729 SO. FT. )
USE: COMMERCIAL
ZONING: M-1
TAX I.D.: 547-12
EDGE OF EXISTING
PA I/EMENTIPARKING
AREA
L=30.46'
R=25.OD'
= 69'48'27" ZP
C LEN=28.61 '
BRG=S 83'06'31 " W
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If you have any questions regarding this action or the site plan approval process, please feel free to
call this office.
Si erely,
becca Ragsdale
Planner I
RAR/kac
cc: Larry and Dorothy Schrock, 220 Imboden Drive, Winchester, VA 22603
Lynda Tyler, Stonewall District Supervisor
Ellen Murphy, Commissioner of the Revenue
Jane Anderson, Real Estate
em: Charles DeHaven, Planning Commission Chairman
GONNG DATA:
ZONING JURISDICTION: M-1 DISTRICT
GENERAL ZONING: TELECOMUNICATIONS FACILITY
SETBACK
REQUIRED
EXISTING
PROPOSED
FRONT YARD
75'
143'E
563'
REAR YARD
25'
332'±
168.5'
SIDE YARD
25'
104'+
167.5'
HEIGHT
60'
20'±
150'
X/
EXISTING GAS PUMP
'VCREFE PAD
PARCEL 54-A (LOT 91)
ARCADIA MOBILE PARK, INC.
1426 BAKER LANE
WINCHESTER, VA. 22603
DEED BOOK 35D PAGE 481
64.521 ACRES (2, 801, 823 SG. PT.)
USE: MOBILE HOME PARK
ZONING: MH1
\ TAX I.D.: 54-A-91
�X S ?S o0
2� ST 3
O�1
�� �i6VT
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PROPOSED SHEINTE_- �f>
s-I 65' X 65' EENCED�.
C 0 M P N7
z PROPO` ECG �_ •
T s-I 1 46' MONOPOLE ;� -I • • • # c
PROPOSED /� 2 WIDE
ACCESS DRIVE 76) •
E�� °
PLOP D
S'N{ E N If
/
sL--- 1 00'x1Jq'
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L= 68\ 7' )
R 50 .
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ZA-78 _'6 00"
I
C LEN=63.55'
BRG=N 59°23'45" E Ir
EXISTING GRAVEL Z
PARKING AREA /O
/ O
L=849.38' _
�� R 5623.58' Ln m
AGE GE 0=08°39'14" - � —{
C LEN'=848.57' m o f�
BRG=S 00'00'24 " E z
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EASEMENT
D.B. 463 PG, 71 1 n
ITFI]00
PARCEL 547 (LOT 7A)
LARRY R. & EDROTHY A. SCHROCK
220 IMBODEN DRIVE
WINCHESTER, VA_ 2260.3
DEED BOOK 893 PAGE 474
9. 7962 ACRES (426, 722 SO- FT.)
USE: COMMERCIAL
ZONING: M-1
TAX I.D.: 54-7-7A
PLAT OE RESUBDIVISIDN LOTS 6-1 1
DEED BOOK 599 PAGE 597
PARCEL 54-7 (LOT 6A)
JOHN & PAULA SANTMYER
IMBODEN DRIVE
WINCHESTER, VA, 22603
DEED BOOK 01 PAGE 1819 O
8,0153 ACRES (349, P 46 SQ. FT.)
USE: VACANT
ZONING: M1
TAX I.D.: 5476A
BLA PLAT FOR LOTS 5B & 6A
PLO INSTRUMENT # 020008075 fi>p
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SITE PLAN
(
SCALE: 1 `5,0' �C-1 )
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GRAPHIC SCALE �
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L-57.21r
R=5G-90'
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LEN=54.14'
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SUBMITTALS
DA�_
DESCRIPTION
RE,.
09/27/02
ISSUED FOR COMMENT
A
10/01/02
ISSUED FOR CONSTRUCTION
0
10/29//02
REISSUED FOR CONSTRUCTION
11 E25�02
REVISED PER COUNTY
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I 2325 MAR'YLAND ROAD, 1st FLOOR
WILLOW GROVE, PA 19090
!PH� NEI (21 ) 657-51I000
FAX- (21 a) 70 -4200
I
PARCEL 54A (LOT 99F) SE/',L:
DEVELOPMENT COMPANY OE AMERICA
PO BOX 520
WESTMINSTER, MD 21158
USE: COMMERCIAL
ZONING: M- 1
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
JOB NO: 240009J5'L�9.00
DRAWN: T.B.
CHECKED: B.H.
APPROVED: J.B.
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C O N 'aw l T N E I L L Y
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BAKER LANE INDUSTRIAL PARK
WINCHESTER, VA
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THREE 2,)J 950E65UZE—M
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WV'), -)DEN STOCKADE-T
FENCE \
MONOPOLE ELEVATION
146.0 ± �A(1)
146.0'± (AGE)
146.0'± (
MONOPC -E TO HAVE GALVANIZED
FINISH OR PAINTED A NON
CONTRASTl�,G BLUE OR GRAY
PROPO`�EU ,HENTEE
EQUIPMENT CA51T-T'
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2325 MARYLAND ROAD, 1st FLOOR
WILLOW GROVE, PA 19090
PHONE: (215) 657-5000
FAX: (215) 706-4200
SEAL:
�ALTH Op D
e p� jrP
M. HISHAM ALSADO
40
N0.03536840
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A ■D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
IMP: LYNN KOERNER
SAC: N/A
UNS T: N F:1 1. FIAD EL "Ir
R F III A
E: S CO T T NE Im,N E'yP��i"
III
DIE■�°,�I�i��lllll 1 EmI�mI11 ;!`3 MITE PLAN
AND ELEVATION
TWR077
IMRCDEN DRIVE
BAKER LANE INDUSTRIAL PARK
WINCHESTER, VA
I�NNId
oml,
��e9 imi
- —
- _I
THIRD PARTY BILL OF MATERIALS
IMBODEN DRIVE - TWR077
ITEM
DESCRIPTION
QUANTITY
LENGTH
TOTAL
RESPONSIBLE
(EACH)
(FEET EACH)
(FT ORDERED)
PARTY
ANTENNA: 95OF65T2ZE-M
1
WITH DOWNTILT BRACKET
6
N/A
N/A
SHENTEL
2
CABLEWAVE 810920-001
6
210'
1260'#
SHENTEL
1 5/8" 0 CABLE
3
CABLEWAVE 734756
12
NIA
N/A
SHENTEL
1 518" CONNECTORS
4
CABLEWAVE 826032-004P
6
4
N/A
SHENTEL
4 FT JUMPER
5
CABLEWAVE 815396-006P
6
4
NIA
SHENTEL
6 FT JUMPER
6
CABLEWAVE 81091 B-001
1
30'
30'
SHENTEL
1 /2" 0 CABLE
7
CABLEWAVE 734803
2
N/A
N/A
SHENTEL
HELIAX CONNECTOR
>:
CABLEWAVE 910311
6
N/A
N/A
SHENTEL
1 5/8" HOISTING GRIP
8
CABLEWAVE 916198
2
N/A
N/A
SHENTEL
1/2" GROUNDING KIT
10
CABLEWAVE 916201
18
N/A
NIA
SHENTEL
1 5/8" GROUNDING KIT
11
MTS GB-0420-TIS
3
N/A
N/A
SHENTEL
1/4"x4"x20" TINNED BAR
12
NORTHERN TECHNOLOGIES
1
N/A
NIA
SHENTEL
PPC/TELCO CABINET
13
EQUIPMENT FRAME
1
N/A
N/A
SHENTEL
STRUCTURAL NOTES
DESIGN REOHIREME'`JTS PEEL UNIFORM STATEWIDE BUILDING CODE AS
SUPPUMENTED BY BOCA NA (J`.I,,L ET LDING CODE/1999 AND THE EIA/TIA-222-F
STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING
STRUCTURES, THE BASIC WIND SPEED UTILIZED FOR DESIGN IS 70 MPH,
2. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASURE
MONT.. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING
MATERIALS OR PROCEEDING WITH CONSTRUCTION,
HE GENERAL CONTRACTOR AND HIS SUBCONSUETANTS SHALL BE RESPONSIBLE
FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR
THE WORK EXCLODING BUILDING PERMIT.
,T STRUCTFRAL STEEL SHALE CONFORM TO THE LATEST EDITION OF THE AISC
SPECIHCANONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS
DESIGIN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC
CODE Or STANDARD PRACPC'E APPUCATION,
TRUCTURAL STEEL PATES AND SHAPES SHALL CONFORM TO ASTM A36.
%DEL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B.
ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B
STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE
T DIP GALVANIZED AFTER FABRICATION,
6 WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY
(AWS) D.1.196. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL
BE E70XX,
7, ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES
SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS
FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325,
FASTENERS SHALL RE 5/8 INCH MIN. DIAMETER BEARING TYPE CONNECTIONS
WITH THREADS EXCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS,
CUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED,
CONCRETE EXPANSION ANCHORS SHALE BE HIETI KNK BOLTS UNLESS OTHER-
WISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL,
Al_L COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS
SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION
DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE
RECEIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE
STAINLESS STEEL_
LOATH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH_ CONTRACTOR
SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCY
BEFORE STARTING CONSTRUCTION
I I ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE
WITH THE REQUIREMENTS OF ACI 318 AND ACI 301, AND SHALL HAVE A 28 DAY
MINIMUM COMPRESSIVE STRENGTH OF 4000 psi (U.O.N). CONCRETE SHALL BE
PLACED AGAINST UNDSTURBED SOIL, UNLESS OTHERWISE NOTED MINIMUM CONCRETE
OVER REINFORCING STEEL SHAD_ BE 3 INCHES UNLESS OTHERWISE NOTED,
12. CONCRETE PAD SHALE BE AIR ENTRAINED (4%-6%) NORMAL WEIGHT
CONCRETF.
13. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 6C, DEFORMED
BILLET STELE BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO
ASTM A185.
14. A STRUCTURAL 4JALYSIS SHALL BE PERFORMED BY THE TOWER OWNER'S AGENT
TO VERIFY THE TOWER 1S STRUCTURALLY" CAPABLE OF SUPPORTING THE PROPOSED
A`JTENNAS, ANTENNA MOUNTS AND CORRESPONDING COAX CABLES,
SUPPORT
STAKES
SEC r)N
SEC- RA,
JONINS TEATU"v1
2%2" WOOD
SUPPORT STAKE
(MAX. SPACING 8' O.C.)
SUPPORT NET �-
FILTER FABRIC
MIN_ 10 GA_
WIRE
COMPACTED 3 '
BACKFILL 1 A
�- FLOW
III = TT _ SECTION 'A'
2 'x2' x 12"
IIIIII � STAKE
9
III�II III�
�6"x 6" TOE ANCHOR
I TRENCH (TYP.)
NATIVE SOIL
FILTER FABRIC FENCE DETAIL
SCALE: NONE
ITEM
OLTS
CABLE R DC
SUPPORT PO(z
HIGH PRESSL`RE C
#6 AWG GROUND WIR
#2 BTCW GROUND WII
1 /2" 0 x 2" PVC COND
EACH HANGER LO(
STAINLESS STEEL CLAD
CABLEWAVE NO. 5145z
EVERY 3' (TYP.)
STANDARD RANGE
CABLEWAVE NO. S�
GPS ANTENNA MOUNTING BRACKET
CPS ANTENNA
(BY LUCENT)
M
ANDARD 1 1/4"0 PIPE
)WELD #2 BTCW GROUND
E TO 1 1%4"0 PIPE
3-3/4"
27/8"
FTYP.
2-1
7/g"
=0
-Ell
if
7/1 6" x 7/8" SLOTTED HOLE FOF
1-1/4 0 PIPE
NOTE: OVERSIZE U-BOLT PROVIDED
TO ALLOW ± 2° TILT/ADJ U STM ENT TO
ACHIEVE TOLERANCE.
7/16" x 27/8" SLOTTED HOLE
FOR 31 /2"M PIPE U-BOLT WITH
DOUBLE NUTS AND WASHERS. `F- PLATE 1/4" THK.
F_T HOLES FOR ADJUSTMENT (TYP.)
TEM - 4
L-BOLTS MOUNTING BRACKET PATE
CW GROUND WIRE
COAX CABLE DRESS FOR
M BENDING RADIUS
NG KIT CONNECTION
R
920J81-010
S _ OE MATE EIA�_S
ITEM#
DESCRIPTION
QUANTITI'
(each)
1 - 1 /4"H sch. 40 x 1 8" LG. GALV. PIPE (A 50
PLAN= 1 /4 x 41 /4 x 1 61 /4" LG. GALA. (A-36)
-
TVERSIZE U-BOLT FOR 3 1 /2"° PIPE VV/ DOUBLE
HEX NUTS AND WASHER, GALA.
4
UVERSIZE U-BOLT FOR 1 /4"0 PIPE W/ DOUBL.
HEX NUTS AND WASHEiT, GALA.
IF 1 r_ T E e
1, THE CPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40,
GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA
MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A
HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW
SHALL NOT BE USED, THE CUT PIPE END SHALL BE DEBURRED AND SMOOTF IN ORDER TO SEAL
AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT.
2. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE
SUPPORT STRUCTURE USING UBOLTS. THE SUPPORT PIPE SHALE THEN BE ATTACHED TO THE
MOUNTING PLATE USING THE OVERSIZE U-BOLTS PRCVIDED TO ALLOW ADJUSTMENT. IT IS CRITICAL
THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT S WITHIN 2-DEGREES OF VERTICAL AND THE
BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL.
GPS UNIT DETAIL F
SCALE: NONE S-4
LLLVA1UN
TOP OF
FENCEX4 BOARDS
COUPLER
-w
m w EXTERIOR
o c SIDE
SECT. 'B'
o�
r -
�PENNDOT "CLASS 3" GEOTEXHLE
WITHOUT MESH SUPPORT
OST
FACIUTY SCE
3-2X4
4X4 POST
PROJECT 1" ABOVE
GROUND AND SLOPE
ALL AROUND (TYP)
FIN GRADE
(MIN)
TYPICAL WOOD FENCING NOTES
10 "MAX T ALL WCCD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER.
CLEARANCE
FROM GRADESa' 2. PICKETS TO BE 7 8 THICK N0. I SPRUCE.
POST FOOTING 3. CORNER AND GATE POSTS TO BE 6X6 N0.2 PINE CCA PRESSURE TREATED LUMBER.
(CONCRETE)
(MIN) 4. ALL HARDWARE TO BE HOT DIP GALVANIZED.
TYPICAL SECTION
TYPICAL FEE DETAIL 3
NC
), S- 4
SUBMV "TAL
DATE
DESCRIPTION
REV.
09//27/02
SSUED FOR COMMENT
A
10/01/02
ISSUED FOR CONSTRUCTION
10/29/02
REISSUED FOR CONSTRUC__
11/25/02
REVISED PER COUNTY
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2325 MARYLAND IROAD, 1st FLOOR
WILLOW GRlf,,DVE, PA 1910901
DRONE: C2,115D 657-5000
FAk (215,11 7ID6--4200
L
' O��EALTHOfiGj
t
d'. M. HISHAM ALSADO =
40 N0.035368
18 e4v
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
JOB N0: 2400090589.06
DRAWN: T.B.
CHECKED: S,H,
APPROVED: B
SAG: 1�1 / A
NEIL FADE)"'
F: N/A
GENERAL DETAILS
AND BILL OF-1 MATERIALS
T�N��I�� I077
I BODI I rP IIVIII
BAKER LANE INDUSTRIAL PARK
WINCHESTER, VA
�iRAWING SHE=T;
S-A
SHEET NO.
/ Al
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LEGEND
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f I_f TN C'AE LaBf E , BEI C01 "
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BURIED CONDUIT DETAIL
N�'VV METER '.P
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2325 MARYLAND ROAD, 1st FLOOR
WILLOW GROVE, PA 19090
PHONE: (215) 657-5000
FAX: (215) 706-4200
QpLTH pip
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r
u WILLIAM DAVID EL •
NO.036277
A*1 9�
8ss10NAl Vey
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
B
HE -
IMP: LYNN KOERNER
SAC: N/A
�C ��W�N' �� �� �: IIII � i l l. ilI E L Y
R N/ A
ME: SCOTT REALEY
UTILITY ROUTING
PLAN AND DETAILS
i
NEW METER- PANEL
Eml
`J = h. ,1
iTADE --�
IE�� I_I� ! TU TIPI
-I lTEE
- T,TH
00i
MOUNT EIGHT STANDARD
ON SUPPORT POSPC T H-FRAME
h I TH H N R
I, ND
CEP
:E
-
�I CiOD EI,Hl
�-L
NOTE`_
�F!
L.
„pJ� �'PH-'T_SIR
T ELCC SERV CE (WITH A 5
4 PAIR, '24 A'fdG CABLE iN
C001J Ti ^ / P�-EI_ ST A NC
R I lM A,,N
JER=,BINET
C,ACCA
I,\D IN YlD,_!IT
(PP,_ PRC lD'-_ EY C f
NSTAU ED 5'� CONTRACTOR ��,�; CONni !IT FOR
SEE /T_-T1AR P�,1',N-P p4GIEl
POWER AND TELEPHONE DIAGRAM
SCALE: NONE
SUBMITTALS
DATE DE�CR�PTIo�� T,E,✓.
09/27/02
SSUEU FOR COMMENT A
10/01/02
SSUED FOR CONSTRUCTION
/0-
REr;uED E )G ,�c"1 IR�,�! T� N'
/25/02
REVISED PER COUNTY
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325 MAR'Y"LAND ROAD, 1st FLOOR
W° LLOW'V GROVE, PA 19090
PHONE: (215) 657-5000
FAX: (215) 706-4200
is
dsALTH OF
• o� Grp
u WILLIAM DAVID W L 9
i No.036277
EQUIPMENT LIGHT DETAIL
L
--; �. ass G�
jONAI, 0
-AC CAECUTATI(__)FI PEN fdEC
N(TN-CONTINUOUS OAD + 1.?5 E EAU
'✓ A + 1 . C N
i
Hl
UTILITY/PPC POWER PANEL
SCALE: NONE
BETA BETA
CACCA ENTRY PLATE
SCALE, NCIl-
N HATCHFIATE
MINI - CELL
0 CABINET
DACT ANTl-11NA
_E COVER (CACCAj
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
IMP: LYNN KOERNER
SAC: N/A
CONST: NEIL EADELY
RF: N/A
ACE: SCOTT HEALEY
L E C T Rl A L
DETAILS
RANKER LANE INDUSTRIAL 'PARK
WINCHESTER, VA
r
El'' �WIwJIN.
GROUNDING NOTES:
GROUND WIRE TO GROUND
BAR INSTALLATION
II
\y m
GROUND BAR DETAIL
I
GROUND WIRE TO GROUND
BAR CONNECTION
GROUNDING SYMBOLS
X _
-I' AD'WEED TYPE
\ ABOVE ORS l II
X X BURIED S ,- I.11 11
,X
DETA
T HI E L E
o
TO E )l_IIP�
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F� �
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2325 MARYLAND ROAD, 1st FLOOR
WILLOW GROVE, PA 19090
PHONE: (215) 657-5000
FAX: (215) 706-4200
E A''L:
�EpLTH op
WILLIAK4 DAVID L 9
No.036277 �
O��SSIONAL'��
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
JOB NO: _
DRAWN: -
EECKED: S.H
F'F nP �D: j,B
IMP: LYNN KOERNER
SAC: N/A
���'ONST 114 IL FA ELY
A E: SCOT-T HEALEY
GROUNDING (PLAN
AND
DETAILS
EM3
■
■
■
■
■
■
SHENANDOAH MOBILE COMPANY
omAII„.��I`' I°�V,'�'I,�'�'Iry�n�11 So
h, ��,'p^�,'pt ,IIIf��jh
II�II'�'IU'^V,�'IIII ,�[��p�m��I�I Im Slt
��III� QIp�W!IW� M"��On�A�''� t��Im^n>Ilit t ���I� �'i4mw i I ul� m jU���;� el,, 111.
lII�� ��� mm �M - ln �u�V�rl�° 'I�, VA 22824-10459
jI n�om I
(54-0)
,I,I�m
4�� ! IL I I � pull ��� I Illllulllri!aIl�I!uI�l NllI llIII 1111 11 11 II � IIII II i
111111111
I
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.1. LILI�IV1uu1.�1a1aN.
SUBMITTALS
DATE
DESCRIPTION R1
09/27/02
ISSUED FOR COMMENT
10/01L02
ISSUED FOR CONSTRUCTION
JL29L02
REISSUED FOR CONSTRUCTION.
REVISED DER COUNTY
111/25/02
0
2325 MARYLAND ROAD, 1st FLOOR
WILLOW GROVE, FA 19090
PH®INIF� (215) 657-5000
FAX: (215) s OCR-4-21C;110
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DELI* ?OQZ
PLANNING d LEVELC PMEN f
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413
_ THE PROJECT CONSISTS OF THE INSTALLATION AND Or�RAI101� uF N��fENNH� AN' AS�O�Ih ED �NUlrI-1 ,1
'rYl ADJ ADJUSTABLE MAX MAXIMUM BTS BASE TRANSMISSION
T TITLESHIEST
13 7 J�� '� '� � J �t,.. , xF �� APPROX AP°ROXIMAT= MECH MECHANICAL STATION
'. �.... .' ? a ° r a� J° �; �. a , f . ' "r d3 „�,7s arm :,,,, P,/��; P
CAB CABINET MILK MANUFACTURER PERSONAL _ SITE TYPE: RAW LAND MONOPOLE OWNER: SCHROCN INDUSTRfs
i s r`' t 2 w� si s ,f. 3r �,M'4.m� yag i i'I u l III r
Fy COMMUNICATIONS S� ul III I�' I��� 2Zo IMBODEN DRIVE
CLG CEILING BOB MAIN GROUND BAR
.. .t P
SERVICESGONG CONCRETE MIN MINIMUM _ (40) 678ER, `71TOP OF TOWER EL. 150'±--1 ANTENNA f,�m ,,Ic —� ������ V l LW �VV�� d�NV'��III�tvV°ATIII ill'(540) 67 28, 1 CUNT CONTINUOUS MTL METAL
"} MARK NO, NUMBER OF ANTENNAS: 6 PROPOSED, 3 FU E:R CONTACT PERSON: TARRY S, HROCK
CJ CONSTRUCTION JOINT NIC NOT IN CONTRACT �,� a COMPANY: SCHROCK INDUSTRIES
-�
by DIA DIAMETER NITS NOT TO SCALE
�I
CALE �N a�4dl"'�li�l�l CANTENNA �filiL BRIDGE DETAILS SIZE OF ANTENNAS: 60„ a1„y,,.
t„
„ ANTENNA TELEPHONE: (540) 678-2871
4l DWr
G DRAWING OC ON CENTER
� ', � � - � r w .. -e t .'. ;e �Y' � i � � y.,gsCry q } v :;.;�A � �I I""°n
F Y:; fib° SIZE OF EQUIPMENT PAD: J, J
y 0 � �,., ? EGB EQUIPMENT GROUND BAR OPP OPPOSITE SPOT EQUIPMENT — — SECTION,,
Q " POWER COMPANY: ALLEGHENY POWER
_ x ,. o ELEVATION I �NUIPM NT CABINETS PLAN, DTI ,,
��yJ- - ° , �� 1� ° M- ORDER CENTER
"` a 51 a''at
f,.,. EACH SF SQUARE FOOT CONTACT PERSON:
� F� � NDETAILSLATITUDE: X 9' 11 42
` ,� f �� 3,1 ELEC ELECTRICAL SHT SHEET T 7 TELEPHONE: 8DO 255-3443
�(�'i+'' � '� �. � � "'u,7 'I CENTERLINE
�. @0' .,� �° ,
�f" EL ELEVATION SIM SIMILAR I�°'�°" �l��h���Tela1��I„a d�lll� IILb���II���lR!��0�3� LONGITUDE: W' ;8' 08' 06.11"
�Z�r`�'y'w;f��; (,� �c EQ EQUAL SS STAINLESS STEEL
LATE GROUND ELEVATION: 685.5' AMSL
TELEPHONE COMPANY: �/ERIZON
E LIP Q EQUIPMENT STL STEEL
CONTACT PERSON. DOG HARRISON
E EXISTING Toc TOP of CONCRETE -�TGT ROUTING PLAN AND, DETAILS
s 11 E d :' 1 ..,
�+ —`� No. TELEPHONE: 540 665-3151
EXT EXTERIOR TOM TOP OF MASONRY DETAIL NUMBER
7 FF FINISHED FLOOR TYP TYPICAL SHT SHEET NUMBER �°
N� I DETAILS COUNTY: STONEWALL DISTRICT, FREDRICF COUNTY
� ��:r��iii �ik� GA GAGE VIF VERIFY IN HELD �`�� �� �TDfl����1I� ;I„,� y, F GALV' GALVANIZED JON UNLESS OTHERWISE NOTED C— GROUND WIREIII�°�4plIo„NDI„�� PLAN ��IIII"�I Ihdplhsll�llh
D
IIIIpIIIIIIIIpIIII1:1�"
�IIIIIIIHIIIIIIIIIIIN�oIIIIIIIIMIIIIIIIIIIIII®w���,,IIm�,� GC GENERAL CONTRACTOR WWF WELDED WIRE FABRIC IWI j(`,l'�� UU II�� ��� �I��IOm�I�����III m �� II 2�� u� I�111,1 Fi
E
uwuuu EV
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�.. 11 T EI-C D GROUND Uv/ WITH COAXIAL CABLE ' „", ��� P�� RISER D �� � °� � w TAILS m�ll„ ��l ull� ���
NI�G SONG AND
[ LONG LEG HORIZONTAL @ AT
5,III jl-,way
81 Exit 315 proceed in
towards Winchester to
the 3rd
trci iI fight, Which
is Ft Co�iier Road.
Turn right and proceed
until stop
sign at Baker
Lane. Turn Right to first
intersection on the right
which is
Inboden Drive.
Turn right and proceed
to end of drive, You
will enter the
Schrock Tours
property. proceed to the
right of the building
and behind and
gear left,
W,7 I W W I— PLAN IS WAWW FOR - NE (R( YEARS,
LOVED BY THE ZONING ADMINISTRA-OR
�®r 2
DATE
ENIGINEERiNG
REAL ESTATE
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
ALB NO. 2400090589A
"AWN: B.B.
CHECKED: S.H.
"�ONST: NEIL FADELY
RF: I"'III/
A & I.. S COT T H ;,,i4ll
1TTLE SHEET'
T "1N R 111ll 7
0MBOIDEN DRIVE
BAKER LANE INDUSTRIAL PARK
WINCHE TElR, VA
coNSTRUC70N
DATE
11 ' m 1[`sJ (ad d V m � �
- LI�.IDARY 'vL '��L �AL'HIC INFORMATION OBTAINED FROM THE
F�OLLOVVING:
LIMITED FIELD OBS-R`JA�10'XS HY URS CORPORATION.
3. �I-E PLAN PROVIDED BY GREENWAY ENGINEERING OF WINCHESTER,VA, DATED 11/19/01.
C. SURVEY BY J.A. RICE, INC. OF FREDERICK, MD, DATED 08/1 3 j 02.
THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY
CONSISTIN(J OF THE LOCATION OF PANEL ANTENNAS ON A PROPOSED
150' MONOPOLE, PLACEMENT OF SMALL WEATHERTIGHT RADIO EQUIPMENT
CABINETS WITHIN THE SUBJECT LEASEHOLD AND ASSOCIATED APPURTENANCES.
3. THE PROPOSED SHENTEL FACILITY IS UNMANNED AND DOES NOT REQUIRE
POTAB-E WATER OR SEWER SERVICE-
4. THE PROPOSED SHENTEL FACILITY IS UNMANNED AND IS NOT FOR HUMAN
HABITATION. (NO HANDICAP ACCESS IS REQUIRED)
5. OCCOPANC\( IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION,
APpROXIMATEL'Y2 TIMES PER MONTH, BY SHENTEL TECHNICIANS.
NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL.
JJTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED.
8. LIGHTING WILL BE PROVIDED FOR THE EQUIPMENT ONLY.
EXTERIOR SIGNS ARE NOT PROPOSED, EXCEPT AS REQUIRED BY FEDERAL, STATE OR TOWNSHIP
ORDINANCES. NO ADVERTISING SIGNAGE SHALL BE PERMITTED ON FACILITY EXCEPT FOR S GNAGE
PROVIDING OWNERSHIP IDENTIFICATION AND EMERGENCY INFORMATION. NO MORE THAN 2 SIGNS
SHALL BE PERMITTED AND THEY SHALL BE LIMITED TO 1.5 SQUARE FEET IN SIZE AND NO
-IGHER THAN 10 FEET ABOVE GRADE.
-Oi-AL AREA OF D'�STJRBANCE UNDER THIS PROPOSAL: 4225 S.F. ±
I -HE MONOPOLE & ANTEY'�NA MOUNTS WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
JVITH THE CURRENT STRJCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA
PPORTING STRUCTE'R-S (TIA/1 EIA-222-F) REV. JUNE 1996,
HE INCREASE IN STORM vVATER RUNOFF DUE TO THE INCREASE IN IMPERVIOUS AREA IS
1'- NIFICANT. EXISTING . DRAINAGE PATTERNS WILL NOT BE ATLERED. A STORMWATER MANAGEMENT
I WAS ALREADY DESIGNED FOR THE PROPERTY, TAKING INTO ACCOUNT FOR IMPERVIOUS AREA
EkMPASSING THE AREA OF THE PROPOSED CONSTRUCTION AND THE RUNOFF WILL BE HANDi-E BY THE
EXISTING DETENTION BASIN, WHICH WAS DESIGNED FOR 36,180 cf OF VOLUME AS PER THE SITE PLAN
PROVIDED BY GREENWAY ENGINEERING OF WINCHESTER,VA, DATED 1 1 /19/01 .
COI NTY of FREDERICK
Department of Planning and Development
540/665-5651
FAX: 5401665-095
October 21, 2002
ShenteUShenandoah Mobile Company
P.O. Box 280
124 South Main Street
Edinburg, VA 22824
RE: CUP 410-02 of Shenandoah Mobile Company for a Telecommunications Facility
Schrock Property at 220 Imboden Drive
Property Identification Number (PIN): 54-7-7A
Dear Sir/Madam:
Tbis letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting
on October 9, 2002. Your application, Conditional Use Permit # 10-02, for a 150-foot monopole -
type telecommunications tower was approved with the following conditions:
1. All Zoning Ordinance requirements and review agency comments shall be addressed and
complied with at all times.
2. The tower shall be available for co -locating personal wireless service providers.
3. A minor site plan shall be approved by the County.
4. Tho tower shall be removed by the applicant or property owrtcr.within twelve (12) months
of abandonment of operation,
5. All existing zoning violations shall be resolved prior to .construction of any
telecommunication facilities.
6. In the event a telecommu ucations tower is not erected within twelve (12) months of the
approval of this, Conditional Use Permit, then the Conditional Use Permit will be deemed
invalid.
107 North Kent street • Winchester, Virginia 22601.5000
Page 2
Shentel/Shenandoah Mobile Company
Re: CUP #10-02 Shenandoah Mobile Company
October 21, 2002
13. ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE
SPECIFICATIONS, STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL
OR UTILITY AUTHORITIES HAVING JURISDICTION.
14. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES
WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED A- ALL TIMES
AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL
BE RELOCATED AS DIRECTED BY ENGINEERS, EXTREME CAUTION SHOULD BE
USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR
NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY FOR THE WORKING
CREW. THIS WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION
B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION
15, ALL SITE WORK SHAE- BE AS INDICATED ON THE DRAWING AND STIPULATED
IN THE SPECIFICATION PROJECT SUMMARY.
16. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,
WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALE BE REMOVED
AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH
WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE
APPROVAL OF ENGINEERING-
17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT
COVERED BY THE PROPOSED IMPROVEMENTS, SHALL BE RESTORED AS REQUIRED.
18. ALL SITE WORK SHALL BE COORDINATED WITH THE PROPERTY OWNER AS
REQUIRED.
19. NO ENVIRONMENTAL FEATURES OF CONCERN ON THE PROPERTY.
20. THE TELECOMMUNICATIONS FACILITY SHALL BE CONSTRUCTED WITH MATERIALS
OF GALVANIZED FINISH OR PAINTED A NON -CONTRASTING BLUE OR GRAY UNLESS
OTHERWISE MANDATED BY THE FAA OR FCC.
EXISTING GAS PUMP
VCRETE FAD
PARCEL 547 (LOT 12) L=57.2�
ROECO BUILDING SUPPLIES, INC. R50 z0'
IMBODEN DRIVE W6>3'26"
WINCHESTER, VA. 22603 ( � LEN54.14'
DEED BOOK 838 PAGE 98 G=N 66'04'33
3.07 ACRES (133, 729 SO. FT.) 681 w ��
USE: COMMERCIAL
ZONING: M-1_-
TAX I.D.. 54-712
/ S 81 '08'45 " E
r
,r
EDGE OF EXISTING
PAVEMENT/PARAING
AREA
L=30.46'
P-25.00'
-69'48'27" A
C LEN=28.61 '
BRG -S 83°06'31 " W
//%e \�
00
X�-
O,� j
W
r�
7
If you have any questions regarding this action or the site plan approval process, please feel free to
call this office.
S' erely,
becca Ragsdale
Planner I
R.AR/kac
cc. Larry and Dorothy Schrock, 220 Imboden Drive, Winchester, VA 22603
Lynda Tyler, Stonewall District Supervisor
Ellen Murphy, Commissioner of the Revenue
Jane Anderson, Real Estate
CM Charles DeHaven, Planning Commission Chairman
ZONNIS DATA:
ZONING JURISDICTION: M 1 DISTRICT
GENERAL ZONING: TELECOMUNI CATIONS FACILITY
SETBACK,
REQUIRED
EXISTING
PROPOSED
FRONT YARD
75'
143'±
563'
REAR YARD
25'
332'±
168.5'
SIDE YARD
25'
104'-
167.5'
HEIGHT
60'
20'±
150'
11
o
V 6 ��
M 0o
" CV
it
EXISTING 28 FOOT HIGH
OFFICEIWAREEHOUSE 5UX D11VC
692
N
PARCEL 54-A (LOT 91)
ARCADIA MOBILE PARK, INC.
1426 BAKER LANE
WINCHESTER, VA. 22603
DEED BOOK 350 RAGE 481
64.321 ACRES (2,801,823 SG. FT.)
USE: MOBILE HOME PARK
ZONING: MH1
TAX I.D.: 54A91
� S
J ,
� T
PROPOSED SHENTEL
s-1 65 X 65 FEN 2D-'. `oT U� / %,
COMPOUND � o°'�
2 P R O P O S E)
e
T s-1 146 MONOPOLE e -I • e %cir
rf l�
-PROPOSED/2 WIDE
ACCESS DRIVE �E
'
i 5,1) - �� P F0 P S D
S 4, E N /
y- 10 0 X 1J s-1
E AS El � T EP
L= 68\'
t . 77
W = 78°5V00
C LEN=63.55'
BRG=N 59°23'45" E
EXISTING GRAVEL
PARKING AREA
zzz
X L=849.38'
R5623.58'
EXISTING EDGE OF \ C LEN=848.:
PAXEMENT BRGS o0°0
Z
EX. ID' SANITARY SEWER
EASEMENT
� D.B. 463 PG. 711
EX. 20' SANITARY SEWER
EASEMENT PARCEL 54-7 (LOT 7A)
D.B. 599 PG. 597 -ARRY R. & DOROTHY A. SCHROCK
220 /MBODEN DRIVE
WINCHESTER, VA. 22603
DEED BOOK 893 PAGE 474
\ 9.7962 ACRES (426, 722 SO- FT.)
USE: COMMERCIAL
ZONING: M1
\ TAX I_D.: 5477A
PLAT OF RESUBDIVISION LOTS 6--1 1
DEED BOOK 599 PAGE 597
PARCEL 54-7 (LOT 6A' \
JOHN & PAULA SANTMYER
IMBODEN DRIVE
WINCHESTER, VA. 22603 \ I
DEED BOOK -01 PAGE 1819
8.0153 ACRES (349, 146 S0. ET.) �\
USE: VACANT \
ZONING: M-1
TAX I.D.: 54-76A
SLA FLAT FOR LOTS 5B & 6A
P/0 INSTRUMENT # 020008075 H Sao
29
II
EX, 20' WATERLINEE \
/
EASEMENT
D.B. 948 PO. 978
L- 146.98
OR-50.DO'
0 = 168'25' 19 "
C LEN=99.4.9'
BRG=S 36'29'03" E
SITE PLAN
SCALE . "= 50' C 1
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 finch - 50 ft.
200
a
SUBMITTALS
1AiE DESCRIPTION REV
09/27/02 SSUED FOR COMMENT A
10/01/02 S5' -D =OR CONSTRUC-�UN 0
10/29/02 REIS - =i/R CONSTRUCTION 1
11/25/02 R -C' E= COUNTY 2
2325 MAIFRYLAND ROAD, 1st FLOOR
=LLOW GROVE, PA 19090
(PHONE: (215) 657-5000
FAX: (2115) 706-4200
PARCEL 54-A (LOT 99F) SEAL:
DEVELOPMENT COMPANY OF AMERICA
RO BOX 520
WESTMINSTER, MD 21158
USE: COMMERCIAL
ZONING: M1
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
JB N 0: 2400090589, 36'
DRAWN: T.B.
I-ECKED: S.H.
APPROVED: I
h'��ti AC mN/A
RF-9. /
�B�RR� vi��i� IE, � `4'3'(m'010,, ��� �� ��� ��" , � 1 �°I��
S 7E P 1 A hl
TWR 77
IMBOIDEN DRIVE
BAKER LAND NNI TMIAL IPAIRK
WNCHIESTER!, VA
HAWING _ I - I
SHEET NO. OF 10
l
7
W � 7
f #
/ PROPOSED 100'x100'-
SHENTEL LEASE AREA
a
E\
'e
Xy
PROPOSED 8' H\�H WOODEN � 3::� � "�. �`°�-� �' � � � �� ,.�
�- .
STOCKADE FE�\,ICE (TYP.)
/ PROPOSEDEVERGREEN
��i
SCREENING
(TYP. OF 27)
X (10' O,C. — T)/P.
OF 4 SIDES) / {
Al
2 PROPOSED 1O'x16'
SHENTEL CO CRETE ! X
s-3 EOUIPME T PAD
PROPOSED 146' 2 /
MONOPOLE
WIV
f /
PROPOSED
/ CFi�_ CABINET�� ROPTLSED SHENTEL
OUIPMENT CABINETS \ '`
TYP. OF 2)-�.
1 / <
PR POSED 3 /
�1\ SHENTEL
o d PPC UNIT
X PROPOSED ELECTRIC \
i X METER IN 4 GANG
"/'-TES' STACK
r � X -1v
' PROPOSED
12' WIDE \ X
ACCESS GATE
f /
/ f I
\—PROPOSED 12' WIDE
GRAVEi ACCESS ROAD
DETAILED SITE PLAN 1
SCALE: ""10'-0" S-1
GRAPHIC SCALE
1
0 c s 10 20
( IN FEET )
Il inch = 10 ft.
40
PROPOSED 30" HIGH 2
FILTER FABRIC FENCING s-4
PLANTING DETAIL -.
SCALE: N.T.S.
HOSE OVER WIRE
GUY WIRE
STAKES 12 REQ'D
REMOVE COVERING FROM
TOP 1/3 OF BALL
PLANT AT SAME HEIGHT
3" MUCH
3" SOIL WELL
FINISHED GRADE
UNDISTI.'RBED SOIL
PLANTING SOIL
PI_A'�:I 2" HIGHER THAN GROWN IN
„ISERY -0 ALLOW FOR SETTLING
z
F
W
RF
ITIFUR\JIA I 0\\
SECTOR
AZIMUTH
ANTENNA TYpZ
AN i E\NA CEN � ER U\L
ONE
0°
950Z65T2ZE—M
146.0'± (AGZ)
TWO
180°
9y0F65T2ZE M
146.0'± (A\\)
THREE
250°
950F6\T2ZEM
146.0'± (AGZ)
MONOPOLE ELEVATION
SCALE: 1" 10'0" \ S-1 %
GRAPHIC SCALE
1
0 0 S 10 20
(
IN FEET )
1 inch 710 ft.
40
CHBI_E SIZE � f�l�yAH.
4a
ZED
BAKER LANE INDUSTRIAL PARK
DATE
DESCRIPTION 'EV.
09/27/02
ISSUED FOR COMMENT A
10101102
ISSUED FOR CONSTRUCTION '0
�/29/02
REISSUED FOR coNSTRucT�oN1
�1�25/02
REVISED PER COUNTY
2PQ
i+
LTH pF
� v M. HISHAM ALSAUb �`
No.Q35368 2
\ I �N� looz 12�9
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FORA "D" (24" X 36") SIZE SHEET_
SCALE NOT VALID FOR REDUCED VERSIONS.
roe NO:
S
2400090589.06
DRAWN:
T.B_
CHECKED:
APPROVED:
A N.
A C mi
✓ A
DETMLED SITE PLAN
WfmtlU
VICROFLECT B1822 CROSS -ARM
WITH B1829 BRACKET AND B182(
STANDOFF (OR APPROVED EUUA1
S�OTC
ONM1,��,P
ANTENNA ORIENTATION IS BASED ON TRUE NORTH
BEARING, CONTRACTOR SHALL VERIFY TRUE NORTH
PRIOR TO CONSTRUCTION.
00
a�
m
Cl
ANTENNA LOCATION PLAN
SCALE: NONE
CABLE BRIDGE DETAIL AND SECTION
SCALE: NONE
-1
PROPOSED SPRINT PCS
PANEL ANTENNA (TYP. OF 6)
SEE 3/ES-2
TRUE NORTH
S-2
SPRINT PCS
PANEL ANTENNA
JNHNG
;OAX. CABLES
)OFF W/S.S. CABLE
ATTnru r API T
SECTION
SCALE: NONE
BRIDGE SUPPORT ANGLE
L2x2xl/4
5/8"0 S.S A325
BOLT (TYP.)
F w! 0 0 Vi A T!I O N
SFCTOR AZIMUTH ANTEH -A TYPE ANTENNA CENTER DOE
ONE 0° 950E65T27 Al 146.0'± (AGT)
TVV�C 180' 9TE65T2ZE-f��l 146.0'± (AOL)
THREE 250' 950E65T2ZEM 146.0'± (AGL)
RACE
6
� S-2
"x2" CABLE BRIDGE CHANN-I
POST + BRACKET
PPORT%�
p I L R 2
CABLE BRIDGE DETAIL
SCALE: NONE
3.5 IN
89 m m
6.8 IN.
�- - 17 3 I- m
O
z
Ln
Ln
4
Ln
00
SIDE VIEW REAR VIEW
VFG: DECIBEL
PAP_ tiO.: 950E65T2ZEl,J, 65 17.8 dH'
ANTENNA DETAIL --
SCALE: NONE
12"
N
r
CABLE WAVE
BRACKET - ;
CABLE SZE MECH, DT
F
1 / ,Q,9 4°
15�8" 4°
U
3.5 IN
89 M M
6.8 IN.
1 7 3 m n'r
T,T P `;!I T""',
FUTURE
CABLES
24" WOE GAS.
GRIPSTRUT CHANNEL
CUT TO SUIT
5/8"0 GALA. THREADED
ROD WITH NUTS AND
OVERSIZED WASHERS
COAXIAL CABLE WT
ANDREW STAINLESS
STEEL CABLE HANGER
CABLE SUPPORT SECTION 6,
SCALE: NONE S2
N
o z
,r.
H AT
18" (TYP I
" 'IRT P�
#4 E0. SPCD
NO
R
V3 'TES La) 1E)
R E BAR PLAN
SEOTION ±'
CABLE BRIDGE SUPPORT PIER DETAIL
SCALE: NONE
SUBMITTALS
DATE
DESCRIPTION RE`;'.
09/27/02
ISSUED FOR COVVENT
A
10/01/02
ISSUED FOR CONSTRUCTION
10/S/02
REISSUED FOR CONSTRUCTION
11/25/02
REVISED PER COUNTY
L� � VI::.�:�:,::�:;:::. I ..........
2325 IVIAR'YLABND ROAD, 151t (FLOOR
WILLOW GROVE, PA 19090
P HOINE: (215) 657-5000
FAk (215) 706-4200
>L AE:
4jk.'LTH op
c7 "A +
v M. HISHAM ALSADO
No.035368 2
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
SOH NO: 2400090589.06
DRAWN: T.H.
CHECKED: S.H.
APPROVED: H
IMP: LYNN OPNER
S AC N1 / A
WIINM W N l
TITLE:
ANTENNA
AND CABLE
ID DE'r A IIL,15"�
HABODEN DRIVE
BAKER LANHE INDUSTRIAL PARK
WNCH'ESTER, VA
-� :AVVII'HC ,1
�1uuVlU'I
IIOOOOWW
SHEET NO. 4
0E 1C
SUBMITTALS
n„
E 3
4RD S 3
31 /2" O.D.
(2 P'_ACES)
1-1/2" BAR
(2 PEACES)
4 0„
2'0" 2'-0"
DATE
DESCRIPTION
REV.
09�27�02
SSUED FOR COMMENT
A
10/01/02
ISSUED FOR CONSTRUCTION
10/29/02
REISSUED FOR CONSTRUCTION
1"i/25/02
REVISED PER COUNTY
f 2
�000
Go�� �
° CROWN TO DRAIN (CROWN
SHOCED BE BELOW FINISHED TOP VIEW G�
° GRAVEL SURFACE). r
vro a p
T "CONCRETE �..�
I 2' 4° 6' 2' 4" 6' 4" 1' C"
1 �Ex36" DEEP
FOOTING (TYPICAL) 3„ W c?
�`
O ca
" o
a a >
I �
4 N ® c�
� CONDUIT STUB -UP _ --�
Z u�
3-3 7 FOR ELECTRIC Q
w
5„ o° �321 �A'c o D. ES)�--- o- 0 0 0 Q
\_ � _ _ _ I Z
\—CONCRETE N W
2
PAD S-3
4 CONDUIT STUB -UP ; ; ; ;■,
S 3 FOR TELCO -1 �2 BAR 00 y ... .
2 PEACES)
�i ;—
3/4" WASHED STONE SURFACING EXTEND
GRAVEL V BEYOND FENCE LINE TAPERING
TO MATCH EXISTING GRADE
GEOTEXI
TERRA 1
PCS EQUIPMENT LAYOUT ON CONCRETE PAD
_CAI E: NONE
NOTES:
1. CONCRETE SHALL BE 4000 PSI AIR ENTRAINED CONCRETE PLACED
OVER A MIN. OF B" #2A GRAVEL ON UNDISTURBED OR WELL COMPACTED
SOIL WITH A BEARING PRESSURE OF 1500 PSF MIN.
SECTION
SCALE: NONE
RED
MAX. ULNJI I Y F'tN HJ I IVI U I �D�D/
METHOD D (TO BE VERIFIED WITH SITE
SPECIFIC SOIL REPORT)
12"OxY"' DEEP CONCRETE
FOOTING (—YPICAE)
SOWN TO DRAIN (CROWN
-OULD BE BELOW FINISHED
FAVEL SURFACE).
EQUIPMENT DETAIL
SCALE: NONE
,u.IraFT�
CONDUIT STUB DETAIL
SCALE. NONE
fCI0IU J ICLL
TO PVC ADAPTER
3
REAR VIEW
BOTTOM VIEW
PVC SCHEDULE 40
SIZE AS SHOWN
ON LAYOUTS
2325 IVIsA,RYLAND ROAD, "Ist F'II.,.,00R
WILLOW GROVE, RUA 19090
PIIHORNIIE� (215) 657-5000
d�ALTH Off,
Lrp
® t'' M. HISHAM ALSADO
No.035358
O
A�s�l� AL,�ts
2 \'3 a'L
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
1 NO:
240009058106
'AWN:
T.B.
�FLECKED:
APPROVED:
S.h.
J.B.
S A c6o m: N / id"flu,
c 3 T u: N E 1, L FBI D E L Y
+A
EQUIP NIENT CmA BIN Elf' 5D
PLAN� S I��®I�I�OIN,
At@ DETAILS
IMBODEN DRIVE
BAKER LANE I11i fII IU S TMAL I ARK
WINCHESTER, VA
DRAW1''IflL F -_
SHEET NO 1 _)
THIRD PARTY BILL OF MATERIALS
IMBODEN DRIVE - TWR077
QUANTITY
LENGTH
TOTAL
RESPONSIBLE
ITEM
DESCRIPTION
(EACH)
(FEET EACH)
(FT ORDERED)
PARTY
ANTENNA: 95OF65T2ZE-M
1
WITH DOWNTILT BRACKET
6
N/A
N/A
SHENTEL
2
CABLEWAVE 810920-001
6
210'
1260'±
SHENTEL
1 5/8" H CABLE
3
CABLEWAVE 734756
12
N/A
N/A
SHENTEL
1 5/8" CONNECTORS
4
CABLEWAVE 826032-004P
6
4
N/A
SHENTEL
4 FT JUMPER
5
CABLEWAVE 815396-006P
6
4
N/A
SHENTEL
6 FT JUMPER
6
CABLEWAVE 810918-001
1
30'
30'
SHENTEL
1 /2" H CABLE
7
CABLEWAVE 734803
2
NIA
N/A
SHENTEL
HELIAX CONNECTOR
8
CABLEWAVE 910311
6
N/A
N/A
SHENTEL
1 5/8" HOISTING GRIP
8
CABLEWAVE 916198
2
NIA
N/A
SHENTEL
1/2" GROUNDING KIT
10
CABLEWAVE 916201
18
N/A
NIA
SHENTEL
1 5/8" GROUNDING KIT
71
MTS GB-0420-TIS
3
N/A
N/A
SHENTEL
1/4"x4"x20" TINNED BAR
12
NORTHERN TECHNOLOGIES
1
NIA
N/A
SHENTEL
PPC/TELCO CABINET
13
EQUIPMENT FRAME
1
N/A
N/A
SHENTEL
STRUCTURAL NOTES
LI 7N HEUU HE",/ENTS PER VIRUNIA UNIFORM STATEWIDE BUILDING CODE AS
1,FPLIMENTED B,/ BOCA NATIONAL BUILDING CODE/1999 AND THE EIA/TIA-222-F
TRuCTURAL SiAND°E�j� TDEEL ANTENNA TOWERS AND ANTENNA SUPPORTING
S-RUCTURES. TH - VVIND SPEED UTILIZED FOR DESIGN IS 70 MPH.
NFORMATIOD ,P "I. III TTESE DRAWINGS WAS OBTAINED BY FIELD MEASURE-
MONT.. THE GENLE - !N IRAC I SHALL VERIFY ALL EXISTING CONDITIONS AND
UIOTF`( THE ARC[-EECT//ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING
MATERIALS OR PROCEEDING WITH CONSTRUCTION.
3. THE GENERAL CONTRACTOR AND HIS SUBCONSULTANTS SHALL BE RESPONSIBLE
FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR
THE WORK EXCLUDING BUILDING PERMIT.
x xTRUC]PURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE RISC
PECIEICAPONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS
DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC
- OF STANDARD PRACTICE APPLICATION
STRUCTURAL STEEL PLATES AND SHAPES SHALE CONFORM TO ASTM A36,
ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B.
ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B.
ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE
HOT DIP GALVANIZED AFTER FABRICATION.
WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY
(AW'S) 3.1.1-96. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL
BE E70XX,
7ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES
S1-ALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS
FLIT STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325.
SHALL BE 5/8 INCH MIN. DIAMETER BEARING TYPE CONNECTIONS
CF ADS EXCLUDED IN THE SHEAR PLANE, ALL EXPOSED FASTENERS,
k-ITS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED.
CONCRETE EXPANSION ANCHORS SHALL BE HILT KVVIK BUSTS UNLESS OTHER
WISE NOTED, ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL.
8 A' L COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS
SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION
DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE
REQUIRED TO SECURE THE CABLES CONNECTION HARDWARE SHALE BE
STAINLESS STEEL.
NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH- CONTRACTOR
SHALL VERIFY NORTH AND INFORM .ARCHITECT/ENGINEER OF ANY DISCREPANCY
BEFORE STARTING CONSTRUCTION
LL CAST IN PLACE_ CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE
WITH THE REOUIREVENTS OF ACI 318 AND ACI 301, AND SHALE HAVE A 28 DAY
'NIMUM CCMPRESUVE STRENGTH OF 4000 psl (U.O.N). CONCRETE SHALL BE
LACED AGAINST UNDISTURBED SOIL, UNLESS OTHERWISE NOTED MINIMUM CONCRETE
OVER REINFORCING STEEL SHALL BE 3 INCHES UNLESS OTHERWISE NOTED.
12. CONCR-TE PAD SHALL BE AIR ENTRAINED (47,6To) NORMAL WEIGHT
CONCRETE.
13 ALL REINFORCING STEEL SHALL CONFORM TO ASTRII 615 GRADE 60, DEFORMED
BILLET STEEL BARS, WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO
ATM A185,
A. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE TOWER OWNER'S AGENT
TO VERIFY THE TOWER IS STRUCTURALLY CAPABLE OF SUPPORTING THE PROPOSED
ANTENNAS, ANTENNA MOUNTS AND CORRESPONDING COAX CABLES,
SUPPORT
STAKES
SECTION 'B'
JSISINC SECTION
2"x2" WOOD
SUPPORT STAKE
(MAX. SPACING 8' O.C.)
—SUPPORT NET
--FILTER FABRIC
MIN. 10 GA.
WIRE
COMPACTED 3
BACKEILL 1
FLOW
ill -I = 2"x2"x12„
STAKE
I I-1 I
- 6"x 6" TOE ANCHOR
TRENCH (TYP.)
NATIVE SOIL
SECTION 'A'
1AA
FILTER FABRIC FENCE DETAIL
ITEM - 2
U-BOLTS
CABLE BRIDC
SUPPORT P0c_
THIGH PRESSURE C-
#6 AWG GROUND WIR
2 BTCW GROUND WII
1/2"0 x 2" PVC COND
EACH HANGER L0(
STAINLESS STEEL CLAD
CABLEWAVE N0, 5145z
EVERY 3' (TYP.)
STANDARD HANGEI
CABLEWAVE NO. C..
GPS ANTENNA MOUNTING BRACKET
(i1f�� EB
JECT/I
�PENNDOT "CUSS 3" GEOTEXPLE
WITHOUT MESH SUPPORT
S-4
-GPS ANTENNA
(BY LUCENT)
EM 1
-ANDARD 1 1/4"0 PIPE
DWELD #2 BTCW GROUND
BE TO 1 1 /4"0 PIPE
TILT HOLES FOR ADJUSTMENT
ITEM 4
U-BOLTS
TCW GROUND WIRE
COAX CABLE DRESS FOR
1M BENDING RADIUS
)ING KIT CONNECTION
VIRE
-R
920981 -010
16
cc
7/16" x 2-7/8" SLOTTED HOLE_
FOR 3 1111 /2"E PIPE U-BOLT WITH
DOUBLE NUTS AND WASHERS.
(TYP.)
MOUNTING BRACKET PATE
7/16" x 7/87' SLOTTED HOLE FOR
1 -1 /4"W PIPE
NOTE: OVERSIZE U-BOLT PROVIDED
oc TO ALLOW ± 2° TILT/ADJUSTMENT TC
ACHIEVE TOLERANCE.
PLATE 1 /4" THK.
DLL S� MAT' RIALS
ITES
DESCR'�PTION
OUA`. T
Fssch(
1 -1 /4"G sch. 40 x 18" LG. GALV. PIPE (A-53)
2
PLATE 1 /4 x 41 /4 x 1 6-1 /4" LG. GALV. (A36)
OVERSIZE U-BOUT FOR 3 1 /2"° PIPE W/ DOUBLE
HEX NUTS AND WASHER, GALA.
2
W
OVERSIZE U-BOLT FOR 1 1 /4"0 PIPE W/ DOUBLE
HEX NUTS AND WASHER, GALV.
-
NInTE_
1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 4C
GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA
MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USINC
HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW
SHA'-L NOT BE USED. THE CUT PIPE END SHALE BE DEBURRED AND SMOOTH IN ORDER TO SEAL
AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT.
2. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE
SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE
MOUNTING PLATE USING THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS CRITICAL
THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE
GPS UNIT DETAIL
SCALE ��O \IE S4
8'-0„
ELEVATION
TOP OF
FENCE1X4
BOARDS
21C-)
S EXTERIOR
SIDE
o o
-, o
CD
FACILITY SIDE
3 - 2X4
4X4 POST
PROJECT 1" ABOVE
GROUND AND SLOPE
ALL AROUND (TYP)
FIN GRADE
CD
1 1/2 " MAX
CLEARANCE
FROM GRADE
POST FOOTING
(CONCRETE)
(MIN)
TYPICAL SECTION
BASE OF THE ANTENNA `S WITHIN 2 DEGREES OF LEVEI .
OST
(MIN)
TYPICAL WOOD FENCNG NOTES
ALL WOOD FENCE POSTS AND RAILS TO BE N0. 2 PINE CCA PRESSURE TREATED LUMBER,
2. PICKETS TO BE 7/8 " THICK NO. 1 SPRUCE.
3. CORNER AND GATE POSTS TO BE 6X6 NO.2 PINE CCA PRESSURE TREATED LUMBER,
4, ALL HARDWARE TO BE HOT DIP GALVANIZED.
TYPICAL FENCE DETAIL
SCALE: I`. of l _ S-4
SUBMITTALS
DATE DESCRIPTION REV.
09/27/02 'SUE-, FOR COMMENT A
10/01/02 ISSUED FOR CONSTRUCTION 0
10/29/02 REISSUED FOR CONSTRUCTION I
11/25/02 REVISED PER COUNTY
2325 M,ARY AND ROAD, ist FLOOR
WlILLOW GRO'V'E, PA 19090
PlHIu NEg (215) 657-5000
FA k (21I5) 706-4200
SEAL
�NLTH p1,N
♦ O
u M. HISHAM ALSA00
No.035368
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS
JOB NO:
2400090559.00
DRAWN:
T.B.
CHECKED:
SH
APPROVED:
J.B.
� " T WEIL AD wpm L Y
GENERAL DT illi,,11.
AND BHA. OF M ATER.IAI.
TVIVIR0 III 7
IME10D N DRIVE
BAKER L.AflflE INDUSTRIAL PARK
WINCHE T R, VA
DRAWING SHEET:
SHEET Na 6 OF 10
X �
ELECTRICAL NOTES
X
I ALL E-CTMCAL WORK SHALE CONFORM TO THE NAT ONAE ELECTRICAL CODE
(EDI I oN ACCEPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES. / Al � Al
CROI_1NDING SHALL COMELY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. X
� \ X
_I_ ELECTRICAL ITEMS SHALL BE U.I. APPROVED OR LISTED /
1 WIRES SHALL BE AWG THWN CO�_-PER UNLESS NOTED OTHERWISE.
OBTAIN ALE PERMITS, PAY" PERMIT FEES, AND SCHEDULE INSPECTIONS_ � Al A-
(ur
PROVIDE ALL ._ABOR AND MA-ERIAL DESCRIBED ON THIS DRAWING, AND / Al
ALL ITEMS INCIDENTAL TO COP�`���LETiNG AND PRESENTING THIS PROJECT Al X
S FULLY �2PERATIOXAL. � X
_,B'NN LOCAL POWER AND TELEPHONE COMPANIES' APPROVAL AND COORDINATE 5
•� X
CERVICE ENTRANCE REQUIREMENTS. CONTACT PA ONE CALL PRIOR TO TRENCHING. / �`��' HIGH CHAWEINK X
FENCE W11' BARBED X
o. CONDUCTORS SHALL BE INSTALLED N SCHEDUI E 40 PVC CONDUIT UNLESS WIRE (3 STRANDS) X �.
NOTED OTHERWISE. / X
1 CONTRACTOR SHALL VER'FY ALL EXISTING UNDERGROUND PIPING, CONDUITS ANC Al
EQUIPMENT PRIOR TO CONSTRUCTION / 'r
F
� X �
/ 65' X 65' N-
EENCED COVP��ND /
/
o
J o
o o
GHT, SEE DETAIL-
EF PROPOSED
\ WDNOPOL_E
�_AJ)FRGROUND PVC CONDUIT �
/ FROM UTILITY BACKBOARD TO PPC " (1) 2" UNDERGROUND /
UNiT FOR TELCO SERVICE � E_PVC CONDUIT FROM RADIO �
CAB'NET TO PPC UNIT /
(1) 2" UNDERGROUND PVC CONDUIT FOR TELCO SERVICE
/ FROM UTILITY BACKBOARD TO PPC /
UNIT FOR ELECTRICAL SERVICE (1) 2" UNDERGROUND
/ PVC CONDUIT FROM /
POWER CABINET TC P7)(
TELCO CABINET UNIT FOR POWER
(TELCO DEMARCATION)
Al
A-
\
/
NEW SHENTEL� A-
ELEC � RIC SERVICE METER '- �
X � A" � NOTES
/ A-
4, UNDERGROUND ELEC/TELCO SERVICE TO BE
COORDINATED BY SHENTEL WITH THE EOCA
COMPANY.
2 CONTRACTOR IS TO HAND D`G TO LOCATE
UNDERGROUND CONDUITS ON SITE.
X �
X
CONTRACTOR SHAi�L CONTACT MISS UTILITY
UTILITY -� LOCATE UNDERGROONDGTLITIES PRIOR TO
U ROUTING PLAN i
_� �V' � CONSTRUCTION (1800-257-7777).
HA]PHC SCALE X
4 0 2 4 8 16
Nonni
( IN FEET )
i
1 inch = 4 ft.
SUBMITTALS
LEGENDDATE DESCRIPTION RE`�.
09/27/02 ISSUED FOR COMMENT A
ETSAFETY DISCONNECT SWITCH 10/01/02 ISSUED FOR CONSTRUCTION 0
PANELBOARD 10/29/02 'RE ISSUED FOR CONSTRUCTION 1
11/25/02 REVISED PER COUNTY 2
�M KILOWATT HOUR METER
125V 2 POLE NEVA 5-20R SURFACE MOUNTED
GFI DUPLEX RECEPTACLE
CIRCUIT BREAKER
0 5/8" x 10' COPPER -CLAD STEEL GROUND ROD
COPPER GROUND BAR MOUNTED ON INSULATORS,
oo
/4"X A"X 20" UNLESS NOTED OTHERWISE
" EXOTHERMIC WELD CONNECTION
0 COMPRESSION FITTING GROUND CONNECTION z
C=) COAXIAL CABLE GROUND KIT CONNECTION Q
- P — POWER WIRING
T TELCO WIRING O
U 10
G GROUND WIRING W
J 41
A B B R E V A T O N S — N o
m00 Cr)
O
A AMPERE NE NON -FUSED CO
C CONDUIT P POLE
EMT ELECTRICAL METALLIC TUBING PPC POWER PROTECTION CABINv < s
(E) EXISTING S/N SCUD NEUTRAL 0 r
G GROUND SW SWITCH z
GEI GROUND FAULT INTERRUPTING V VOLT Z
KWH KILOWATT HOUR W WIRE W
MGB MAIN GROUND BAR M PHASE r
EXISTING GRADE um
COMPACTED BACKFIEL PER
SPECIFICATION EARTHWORK 2325 MARYLAoND ROAD, '0st F'II,.,00 R
OR COMPACTED STONE FL- VVLLaD W GROVE, PA 19090
s I PHONE (215) 557-5000
�00FAQ k (215) 706-4200
METALLIC MARKING TAPE
LABELED "WARNING.
ELECTRICAL CABLES BELOW!" SEAL:
W/ 6 ON. STONE DUST BELOW
�ALTHo R
Y
Pq
SAND - ,(;- FL J F 1-0 PVC CONDUITS' WIL!lRMDAViDVkI EL
No.036277
"JT-I J_L LINES FOR ELECTRICAL +
�
AND TELEPHONE SERVICES (TYP.)
7„ 7„ �'o1Z Iqoff,
s
NOTES: sjoNAL
I EXCAVATE EXISTING SUBGRADE AS REQUIRED TO INSTALL CONDUITS
N ACCORDANCE WITH OSHA AND ALL APPLICABLE CODES,
2. PROVIDE APPROVED PULL BOXES AS REQUIRED AND COORDINATE NOTE:
NSTALLATION WITH UTILITY COMPANIES FOR NTERFACING AT THIS DRAWING HAS BEEN FORMATTED
TERMINATION -GLINTS. FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
BURIED CONDUIT DETAIL 2
'1_L: NoldI E 1
NEW METER PANEL
a METER
ET.
11 =-H NO: 2400090589.06
DRAWN: T.B.
CHECKED: S.H.
APPROVED: J.B
IMP: LYNtlil W'RNEP
SAC: /A
CCNST: N�' EIL FAD L
°
A-. S 1C,,.i "r,"i E A L E Y
PLAN
@ �1�U' 1" I L 1 ������ ,,�m� �4�� ,J � DI I��I�
Vi°° L A N A N D DETAILS
TVVR1077
IIMBODEN DRIVE
BAKER LANE INDUSTRIAL PARK
WNCHES''T'ER, VA
-.LF: f � E
SI CE I"') I-
A
1Q '_AEL-
FdT
�RuJND -�R
-,BLE PORT
I1,
° pO O� O� G o� 00'
0 �u O OHO O)O'O 00
=' O
TWO HOLE L�G, TO BE
USED WITH 2 AWG—
BCW TO GROUND RING
CONTRACTOR TO UTILIZE KOPR SIJ _LD
—HT AS N BETTS) ON ALA L
C)HPI C;TIONS
GROUND WIRE TO GROUND
BAR INSTALLATION
L4 -
3L4„
�7\ 16" j o o 0
2 0
�Cr 0 o
0 0 o0
� o c c
c c
0 0
�c o j0 0
1�
LEGEND
PPER GROUND BAR,i4 "X 4"X 20", LARGER PRODUCT
I I- CENTERS i0 MATCH NEMA DOUBLE LUG CONFIGURATION
I,` ADJORS, NE 'ON INSTRUMENT CAT. NO. 3061 4
LOCKWASL N_WTGN INSTRUMENT CO. CAT. NO. 3015-8
4 ',A/ALL MC?UI`I-ING I JFET, NEWTON INSTRUMENT CO CAT NO A-6056
-I .S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012 1
GROUND BAR DETAIL
E L
- I ���LENrIA
WEATHERPROOFING
IT T
-FUTURE
�THERPROOEING
, CABLEWAVE NO.
3132, (TYP.)
NDARD CABLEWAVE
)UND KIT (TYP.)
E NOTE)
ANTENNA CABLE
0 CABLE TRAY (TYP.)
SOUND BAR
C"2 AWG BTCW GROUND
ONNECTION
OTE: 1 DC NOT INSTALL CABLE GROUND
K'T AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO CIGBE
GROUND WIRE TO GROUND
BAR CONNECTION -
1 f 11
GROUNDING NOTES:
L)
GROUNDING SYMBOLS
GROI'111I-? F�iD
DISCL) I,.EU SWITCH
�: Q �.`ETER ON METER/BREAKER UNIT
q; C'RCUIT BREAKER
TGCN GENERATOR
-1' CADWEED TYPE CONNECTION
/ Al �. ABOVE GROUND GROUNDINC
A BURIED GROUNDING
1. CAU_ ON!: AT ALL SITES THE CONTRACTOR MUS- VERIFY THAT THE SYSTEM IS
-� REPRESENTS DETAIL NUMBER
X ( REF. DRAW NG NUMBER
EFFECTIVELY GROUNDED AND MEETS THE NEC ARTICLE 250 RGJIPGENTS
AND ACCEPTABLE TO THE LOCAL INSPECTOR/AUTHORITY. NEC ARTICLE X
250 84 SPECIFIES GROUNDING RESISTANCE OF 25 OHMS OR LESS FOR THE
GROUNDING SYSTEM. THE PRODECT REQUIREMENT IS FIVE (5) OHMS. / X
2, ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE ATTACHED
SPECIFICATIONS NO G 001, "TECHNICAL SPECIFICATION FOR CONSTRUCTION" CONNECT FENCE TO
AND NO, 0-002, 'TECHNICAL SPECIFICATION FOR CONSTRUCTION OF EQUIPMENT GROUND R UlG E
-4
ELECTRICAL AND GROUNDING SYSTEM". IN CASE OF A CONFLICT BETWEEN THE \ (TYP. OF 4 PLACES`,
CONSTRUCTION SPECIFICATIONS AND THE DRAWING, THE DRAWINGS SHALL X
GOVERN, IN CASE OF A CONFLICT BETWEEN SSLP STANDARD PRACTICES AND EITHER THE CONSTRUCTION SPECIFICATIONS OR THE DRAWINGS, THE SSLP
STANDARD PRACTICES SHALL GOVERN, EQUIPMENT GROUND % X
3. CONTRACTOR SHALL CONTACT THE "MISS UTILITY" UTILITY LOCATION SERVICE
BRING 'TYP. �� X
PRIOR TO CONSTRUCTION (1 800 257 7777)
4, CONTRACTOR SHALL HAND DIG TO LOCATE ALL EXISTING GROUND RINGS AND
CONNECT TO PROPOSED GROUND AT EACH CROSSING. (AS REQUIRED) /
FENCE GROUNDING
SEE DETAIL 2/E-4
Ii
2 MASTER GROOM;---BCo�NECT CABLE CI`
AR I BRIDGE SUPPORT POST
_-C�i_N E CT E D TO /
GROUND RING PTO EQUIPMENT GROUND
AT 2 PEACES ��� �� RING (TYP. EACH POST) j
r3�, GROUND
/ _ ROD (TYP. / -
)� \ LOCATION OF CONCRETE
-ac
TEST WELL "ALL COLLOCAT RS /
T 'c
SHOL CONNECT ONE LEAD �, /
/ THE TOWER TEST WELL)
CONNECT EQUIPMENT LIGHT
TO EQUIPMENT GROUND RI;Y
P R 0 P D'JE
MONOPOLE /
GROUNDING ELECTRODE
/ I
/ CONDUCTOR FROM P� C
POWER PANEL GROUND
/ BUS sE LE-4 - 1
ALOCATION OF MONOPOLE
/ GROUND RING
(N) GROUND ROD, /
/ SERVICE ENTRANCE—,
GROUNDING El ECTRODE
— — — 'CONNECT
EQUIPMENT CABINETS
TO EQUIPMENT GROUND RING E-4
BOND TELCO DEMARCATION
1 H—FRAME POSTS TO
GROUND TO SERVICES
GROUNDING ELECTRODE LBE CONNECTED TO /
EQUIPMENT GROUND
RING (TYP. 2 PLACES) /
CONNECT PPC UNIT /
�TELCO CHAMBER
X X -ROUND BUS TO
T T /
� EQUIPMEN. GROUND RING �
8' HIGH CHAINEINK FENCE /
�. W/ 1 ' BARBED WIRE-
X /
-�' A- \ /
X � /
GROUNDING ELEC RODE
CONDUCTOR FROM METER X �.
PANEL NEUTRAL BUS
SEE 'I LE4
i
GROUNDING PLAN '�
GRAPHIC SCALE
5 0 2,5 5 10 20
SUBMITTALS
DATE
DESCRIPTION
/27/02
ISSUED FOR COMMENT
10/01/02
ISSUE- FOR CONSTRUCTION
C�
10/29/02
REISSUED FOR CONSTRUCTION
1
11/25/02
REVISED PER COUNTY
I
z
Q
Q 0)
U LO
w
J 40
CU O ��'cc°
L>cc)
_ O LO
Q
0 r- w
z
Q
Lu
.■■■■ C=
2325 MARYLAND ROAD, 1st FLOOR
WILLOW GROVE, IAA 19090
PHONE; (2115) 657-5000
FAX. (2115) 706-4200
��g,p,LTH Op p
mo"
u tiVILLIAM DAVID EL > to
No. 036277
s I4NALG
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
JOB NU: 20090509.06
SPAWN: T.B.
NECKED: S.H.
APPROVED: j,�',
I���p°� LYNI�jll K OERNER
OLIO, YM,"N VII °11IJ/A
RE N/A
GROUNDING PLAN
AND
DETAILS
3011
( IN FEET
1 inch 5 fi.
UPOFTAL.;tip
ELECTRICAL NOTES -GROUNDING
Ll LL
F
� III
iL,EE
- --- ' I -ER
I
CABLE TO CA
CADWEI_D
VERTICAL POC-
nIHH-77))
F--dEI"IT
GROUNDING RISER DIAGRAM
SCAL_: N D T SC./ I
CADWEED CONNE"'_ �,,N
FENCE GROUNDING DETAIL
SCALE: NODE
AS A MINIMUM ONE ';LRTI'_AL P�?
r1LL _L I;A LVL ,T 1 u r,;UT _)iKA6HI KF,N OF FL t.
HO yIZ�:_( TA'L POLE'-- SHAD'_ BE BONDED TO EACH OTHER.
- ,RIZONTAL POLE llBRACE TO EACH OTHER AND TO EACH VER-'CAL aOST THAT IS BONDLu SHE EXTERIOn GRo IJNC bJG.
CAPINELD #2 BARE ]NNED SOLD
COPPER WIRE TO MONOPOLE
DESIGNATED BONDING FLANGE
J(T) CIF 2
I
---------- ---- /
GROUND ROD DETAIL
S( "LE: NONE
z
Q
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0
U Lo
J C\l o
m cc) o
�N`?
0 N co
co
Q'
o � 0
_ � "
Q
N �
Q T
z
Q
z
W
No
2325 MARYLAND ROAD, 1st FLOOR
WILLOW GROVE, PA 19090
PHONE: (215) 657-5000
FAX: (215) 706-4200
CAE:
w a�pLT$ O,A
O�Dr
�i 4" - •
•
�O 'e
u WILLIAM DAVIO EL 9
+ N0.036277
po
ssI�]VAL G
NOTE:
THIS DRAWING HAS BEEN FORMATTED
FOR A "D" (24" X 36") SIZE SHEET.
SCALE NOT VALID FOR REDUCED VERSIONS.
IMP: LYNN KOERNER
SAC: N/A
NEIL Fildll@ ELY
R P: !N / J%
A, '�� : S,il ��� 011171F 11 IE A L E Y
Ells Aul,1311i r?A,pol ,ANe,IIPmJIID
MOIDEN DRIVE
BAKER LANE 114DIUSTRIIAL PARK
WiNCll�'"If,.EIl-l'i'14"A