HomeMy WebLinkAbout28-10 Verizon Wireless-Reliance - Colocate 12 Antennas - Opequon - Backfile (2)0
C D E F G H J K L M N P Q R
APPROVED BY THE FREDERIGK
COUNTY ZONING ADMIN15TRATOR
DATE:
51TE PLAN VALID FOR (5) YEARS
FROM APPROVAL DATE
APPROVAL BLOCK
SHEET NO.
DESCRIPTION
T-1
TITLE SHEET
C-I
SITE PLAN
C-2
SITE DETAILS
SHEET INDEX
THIS PROJECT SHALL CONSIST OF ADDING ONE
(1) 30' LONG x II'-7" WIDE x 10'-7" HIGH
UNOCCUPIED EQUIPMENT SHELTER, AND TWELVE
ANTENNAS TO BE MOUNTED ON EXISTING
LATTICE TOWER
PROJECT DESCRIPTION
SITE PLAN APPROVAL
NAME A -
SITE kk- --
u
D A.0
CO==LOCATI 02"N ON EXSTN6 TELECOYYUNICATION5 T-O�NER
TOWER OWNER: GROWN CASTLE
2000 CORPORATE DRIVE
GANONSBUR6, PA 15317
PROPERTY OWNER: COOLEY FAMILY BUSINESS TRUST
5184 HIOHIVIEW LANE
5TEPHEN5 CITY, VA 22655
PHONE: (540) 565-036a
SITE NAME:
RELIANCE
APPLICANT:
VIR6INIA 10 RSA LTD. PART.
VERIZON WIRELESS
c1000 JUNCTION DRIVE
ANNAPOLIS JUNCTION, MD 20701
TEL. (301) 512-2000
FAX. (501) 512-2186
SITE ADDRESS:
44a GATLETT LANE
MIDDLETOWN, VA 22645
COUNTY:
FREDERIGK
LATITUDE:
N3ct° 00' 53"
LONGITUDE:
w75' 1-7' 05"
ZONING CLASSIFICATION:
RA - RURAL AREAS
ZONING JURISDICTION:
FREDERIGK COUNTY
MAGISTERIAL DISTRICT:
OPEaUON
PIN #:
71 A 35
PARCEL AREA:
a7.2a ACRES
AREA OF CONSTRUCTION:
165o sF
TOWER CONSTRUCTED:
kgcAl—
ENGINEER:
MORRIS $ RITCHIE A550CIATF-5
1220-0 EA5T JOPPA ROAD, SUITE 505
TOWSON, MD 21256
CONTACT:
BRIAN 51VERLIN6
PHONE:
(410) 521-16Q0
SITE INFORMATION
" I
FROM U.5. ROUTE 51, TAKE THE EXIT FOR STATE ROUTE 627, (RELIANCE
ROAD) EAST BOUND. TAKE FIRST RIGHT OFF RELIANCE ROAD ONTO
SOUTH BUCKTON ROAD. TAKE A RIGHT ONTO GATLETT LANE. FOLLOW
GATLETT LANE PAST THE SHARP TURN TO THE LEFT. FROM THERE TAKE
THE SECOND DRIVEWAY ON YOUR LEFT, FOLLOWING IT ALL THE WAY
BACK TO THE TELECOMMUNICATIONS FACILITY.
11 1 o
I
VERIZON REPRESENTATIVE: CHRI5 MARTIN
TEL: (703) 2Q7-6134
TOWER OWNER: GROWN CASTLE
JANICE VANDER6RIFT
TEL: (540) 355-2070
ELECTRIC COMPANY: ALLE6EHENY
TEL: I-(86(b)-523-4O5I
TELEPHONE COMPANY: VERIZON
TEL: (566) 36�I-0403
CONTRACTOR TO GALL M155 UTILITY OF VIRGINIA
(500) 552-7001 45 HR5 PRIOR TO EXCAVATING FOR
UNDERGROUND UTILITY LOCATIONS. LOCATION
5URROUNDIN6 EXCAVATED AREA MUST BE PRIVATELY
LOCATED FOR NON-PUBLIC UTILITIES.
I PROJECT CONTACTS
I. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL
STATE AND LOCAL CODES AND ORDINANCES, THE LATEST
EDITION THEROF.
2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE
CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL SECURE
ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL
APPLICABLE GOVERNMENTAL AGENCIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND
REQUIREMENTS OF THE PERMITS.
3. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS
WITH APPROPRIATE UTILITY OWNER5.
4. THESE PLANS ARE NOT FOR RECORDATION OR CONVEYANCE.
5. EXISTING PAVEMENT AND OTHER SURFACES D15TUR5ED BY
CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE
REPAIRED TO PREGON5TRUCTION CONDITIONS BY THE
CONTRACTOR.
GENERAL NOTES
MORRIS & RITCHIE
ASSOCIATES, INC.
arono
n2" But i0ma Road, Bailie 606
Towson, Marylend uses
410401-IM
410.851-1748 Paz
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REVISIONS:
NO. DESCRIPTION DATE
ZONING DVPGS 10/21/10
COOr Comm 11/18/10
ZONING SUBMON 11/23/10
DESIGNED BY: BED
PROJECT NO: 10421- Sbo
DATE: 10/05/2010
SCALE: A5 NOTED
TITLE:
Title
Sheet
SHEET:
1
F
9,
11
5
[1
VA
m
•
9
10
ill
T-1
A B C D E F G H J K L M N P Q R
Know what's below.
Call before you dig.
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
THERE TO APPURTENANT.
51 Tr= FLAN
SCALE: I" = 150'
J
NOW OR FORMERLY
MAIDA LG
iRUMENT No. 0-70005- I-T
ZONED RA
PARCEL ID al A 46A
WARREN COUNTY
VICINITY MAP
SCALE: I " = 1000'
SITE NOTES:
I. APPLICANT: VERIZON WIRELESS
g000 JUNCTION DRIVE
ANNAPOLIS JUNCTION, MD 20101
TEL. (501) 512-2000
FAX (501) 512-2186
APPLICANT'S ATTORNEY: FRANK W. STEARNS, ESQ.
DONOHUE B STEARNS, PLC
20110 ASHBROOK PLACE, SUITE I60
ASHBURN, VIRGINIA 20141
(105) 126-2541
2. PROPERTY OWNER: COOLEY FAMILY BUSINESS TRUST
5184 HIGHVIEW LANE
STEPHENS CITY, VIRGINIA 22655
PHONE: (540) 565-05611
5. 51TE DATA: DEED BOOK: g21, PG: 524
PARCEL ID: ql A 55
MAGISTERIAL DISTRICT: OPEQUON
TRACT AREA: 81.2q ACRES
INSTRUMENT No. 10000411g
ADDRESS: 44q CATLETT LANE
MIDDLETOWN, VIRGINIA 22645
EXISTING USE: TELECOMMUNICATIONS
4. ZONING: RA (RURAL AREAS), TOWER CONSTRUCTED IN Iggl.
5. HORIZONTAL AND VERTICAL CONTROL SHOWN HEREON IS BASED ON A GP5 LATITUDE BY 5HENTEL,INO. DATED
SEPTEMBER 2002:
LATITUDE: N5g° 00' 55" GROUND ELEVATION: bg0.O' AM5L (AVG.)
LONGITUDE: W18° IT 8" EXISTING STRUCTURE HEIGHT: Ig5.00' AGL
TOTAL ELEVATION (AMSL): 885.00' AM5L
6. TOTAL DISTURBED AREA = 1650 5F
1. THE PROPOSED FACILITIES WILL CONSIST OF ONE (1) 50' LONG x II'-1" WIDE x 10'-1" HIGH UNOCCUPIED
COMMUNICATION EQUIPMENT SHELTER WITHIN A 50'x5O' FENCED COMPOUND EXTENSION. TWELVE (12) ANTENNAS
SHALL BE MOUNTED ON AN EXISTING Ig5'-O" LATTICE TOWER WITH A RAP CENTER AT AN ELEVATION OF 184'-0"
ABOVE GRADE LEVEL FOR THE RECEPTION OF VERIZON WIRELESS TELECOMMUNICATIONS.
8. THE STRUCTURE WILL NOT SUPPORT LIGHTS OR SIGNS UNLESS REQUIRED FOR AIRCRAFT WARNING OR
OTHER SAFETY RECORDS.
g. THE APPLICANT WILL PROVIDE A CERTIFICATION FROM A REGISTERED ENGINEER THAT THE STRUCTURE
WILL MEET THE APPLICABLE DESIGN STANDARDS FOR WIND LOADS, OF THE ELECTRONIC INDUSTRIES
ASSOCIATES (EIA).
10. IF THE ANTENNAS ARE NO LONGER USED FOR TELECOMMUNICATIONS PURPOSES FOR A CONTINUOUS PERIOD OF
ONE (1) YEAR, THEY SHALL BE REMOVED BY THE ANTENNA DOWNER AT OWNER'S EXPENSE.
11. NO WATER OR SANITARY UTILITIES ARE REQUIRED FOR THE OPERATION OF THIS FACILITY.
12. STORMWATER MANAGEMENT NOTE: NO 5TORMWATER MANAGEMENT 15 REQUIRED FOR THIS SITE.
15. THE EXTERIOR OF THE SHELTER SHALL BE A WASHED STONE FINISH
14. BOUNDARY SHOWN PER COUNTY RECORDS. EXISTING SITE FEATURES SHOWN PER SURVEY BY DRH DESIGN
GROUP, INC., OCTOBER 2010.
15. THIS PLAN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. PLAN 15 51.15JECT TO EASEMENTS AND
RESTRICTIONS OF RECORD.
16. ALL DETAILS SHOWN ARE "STANDARD" OR "TYPICAL" FOR REFERENCE ONLY. FOR ACTUAL DETAILS, SEE
ARCHITECTURAL, STRUCTURAL, OR CONSTRUCTION PLANS BY OTHERS.
I1. STRUCTURAL ANALYSIS/DESIGN TO BE PERFORMED BY OTHERS AT CLIENT AND/OR OWNER'S DISCRETION PRIOR
TO COMMENCEMENT OF ANY WORK.
15. THE COMMUNICATION SHELTER SHALL BE UNMANNED, WITH INFREQUENT VISITS (FOUR OR FEWER PER YEAR) BY
MAINTENANCE PERSONNEL, AND WITH ACCESS AND PARKING FOR NO MORE THAN ONE VEHICLE. THE PROPOSED
FACILITY 15 NOT FOR HUMAN HABITATION AND THEREFORE HANDICAP ACCESS 15 NOT REQUIRED.
Ig. THE PROPOSED COMMUNICATIONS SHELTER, ANTENNAS AND RELATED MOUNTING DEVICES DO NOT EXCEED
TWELVE (12) FEET IN TOTAL HEIGHT.
GENERAL NOTES
I. CONTRACTOR SHALL NOTIFY "MISS UTILITY" (611) 48 HOURS PRIOR TO DOING ANY EXCAVATION IN THI5 AREA.
CONTRACTOR SHALL CONTACT A 5UB5URFACE UTILITY LOCATOR FOR LOCATION OF EXISTING UTILITIES PRIOR
TO COMMENCMENT OF ANY CONSTRUCTION ACTIVITES. CONTRACTOR SHALL VERIFY EXISTING UTILITY
LOCATIONS BY TE5T PIT AS NECESSARY. LOCATION OF UTILITIES SHOWN ON THI5 PLAN ARE APPROXIMATE
AND FOR PLANNING PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITE5 BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE
ANY AND ALL UNDERGROUND UTILITE5. DAMAGE TO UTILITE5 OR PROPERTY OF OTHER BY THE CONTRACTOR
DURING CONSTRUCTION 5HALL BE REPAIRED TO PRECON5TRUCTION CONDITIONS BY THE CONTRACTOR.
2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES, THE
LATEST EDITION THEROF.
5. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL
SECURE ALL NECESSARY PERMITS FOR THI5 PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
4. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS.
5. THESE PLANS ARE NOT FOR RECORDATION OR CONVEYANCE.
6. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED)
SHALL BE REPAIRED TO PRECONSTR ICTION CONDITIONS BY THE CONTRACTOR.
MORRIS & RITCHIE
ASSOCIATES, INC.
G�tvil/8otroo�mlal �galfaae.s
MO-C EmA Jqm Road, Sofa 506
Zbwaoo, Nx71=d M=
410401-MO
410401-1748 Fax
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REVISIONS:
NO.
DESCRIPTION
DATE
ZONING DVPGS
10/21/10
COUNTY Comm
11/18/10
20NQrC SOBYISS70N
1110l10
1
3
In
19
it
VA
It
DESIGNED BY: BE5
PROJECT NO: 10421- 860
DATE: 1 0/05/20 1 0 10
SCALE: A5 NOTED
TITLE:
Site
Plan
11
SHEET:
A B C D E F G H J K L M N P Q R
NEW CHAIN LINK FENCE 652
EXTENSION TO MATCH
_EX' 5TIN6 FENCE
50'-0"
5F 5F 5F 5F ;
ba4 PROP �5ILT i
`� - __ y. "` -- w.. ,�. � l � �►
'~ PROP VERIZON FENCE
WIRELESS I I'-7"x30'-O"
EX TREELINE TO _�,FQUIPMENT SHELTER '`~�
BE REMOVED ` ►1
I
' NEW TREELINE `
6a5 -------------------------- O
PROP VERIZON
WIRELESS ICE BR I DS
Sl
PROP VERIZON - \ S
- ba(o _ WIRELES5 GABLE - -------------- L
LA`DER 1 �..g:._.�-.�-•--x�= ..... __ y _r _ --
EX TREELINE
X BARB W I RE FE�NC'E`,,._
E TO BE Mq\/ED
S EH NANDOAH � I ATCTION GOMPOUk4D EXPANSION
6 EQUIPMENT ON A 10'xl&'
9? - CeONCRETE PAD EX C,4AIN LINK" s
q FENGf CTION Tt0
BE REMOVED
EX5' i 0
H FRAME E'� 10'xl6' Ni`►ELOS
E UIPMENT i
54ELTER. i
i
EX la5' 1 i ►;
LATTICE TOWER I
{ EX ',I GE i
BRI GE, TYP
\EX TRITON
tPUIPMENT ON 10'xl2' EX`` 69�
CON RETE i AD 1 } HANtvHOLE
H-FRAME H-FRAME
E>�'CHAIN
FENCE ~~ - EX I2' `
-- 700 `� ACCESS GATE
69g 69 EX GRAVEL 59 5
8 ACCESS DRIVE >
- F
ENLAR&MP GOMFOUNC) LAYOUT
SCALE: I" = 10'
CHAIN LINK TOP SELVAGE BARBED
AND TWISTED BOTTOM 5ELVASE
KNUCKLED
BARBED WIRE, TYP.
TIE WIRE
L
O
7
TOP RAIL
-�
L I NE POST, GLASS B
t
RAILS, GLA55 B STEEL
STEEL TUBING, 2" DIA.
T_
TUBING, 1 1/4" DIA.
(2 3/8" OD) SGH 40 (TYP.)
(I 5/8" OD) SGH 40 (TYP.)
z
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IL
1XU
END POST, GLA55 B
STEEL TUBING, 2 1/2" DIA.
(2 -715" OD) SGH 40 (TYP.)
A
L
2" MIN.
GLEARAN
��/✓���
��%� �l ��/si��
��1/ �l LINE POST TIES
TENSION WIRE
m
ILI
CONCRETE FOOTING (TYP.)
�D
10'-0" MIN
mm
Know what's Mom
Call before you dig.
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
THERE TO APPURTENANT.
CHAIN LINK FENCE PETAL
L
NOT TO SCALE
13.20"
11.2"
4.1"
ANTEL LPA 80065/SGP ANTEL 5XA Z5065/12Gr- ANTEL BXA 70065/5GP
VERI ZON AI RELESS ANTENNA VETA I LS
NOT TO SCALE
5" MINIMUM DEPTH IN
GROUND
FLOW FLOW
36" MINIMUM
PERSPECTIVE VIEW FENCE POST
LENGTH
F I LTER
CLOTH FENCE POST SECTION
TOP VIEW MINIMUM 20" ABOVE
P05T5 FLOW GROUND UNV15TURBEV
GROUND
5EGTION B EMBED SEOTEXTILE
SECTION A GLA55 F A MINIMUM OF 6" FENCE P05T DRIVEN A
5TAPLE VERTICALLY INTO THE MINIMUM OF 16" INTO THE
5TAPLE GROUND GROUND
GR055 SECTION
JOINING TWO ADJACENT SILT
FENCE 5ECTION5
CONSTRUCTION 5PEGIFIGATION5
I. FENCE P05T5 SHALL BE A MINIMUM OF 36" LONG DRIVEN 16" MINIMUM INTO THE
GROUND. WOOD P05T5 SHALL BE 1-1/2" X 1-1/2" SQUARE (MINIMUM) OUT, OR 1 5/4"
DIAMETER (MINIMUM) ROUND AND SHALL BE OF SOUND QUALITY HARDWOOD.
STEEL POSTS WILL BE STANDARD T OR U SECTION WEIGHING NOT LESS THAN
1.00 POUND PER LINEAR FOOT.
2. SEOTEXTILE SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE
TIES OR STAPLES AT TOP AND MID -SECTION AND SHALL MEET THE FOLLOWING
REQUIREMENTS FOR 6EOTEXTILE GLA55 F:
TENSILE STRENGTH 50 L55/IN (MIN.) TEST: M5MT 50a
TENSILE MODULUS 20 L55/IN (MIN.) TEST: M5MT 5041
FLOW RATE 0.5 GAL FT' / MINUTE (MAX.) TEST: M5MT 322
FILTERING EFFICIENCY -75% (MIN.) TEST: M5MT 322
3. WHERE ENDS OF SEOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE
OVERLAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT BYPA55.
4. SILT FENCE SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND MAINTAINED
WHEN 5ULSE5 OCCUR OR WHEN SEDIMENT ACCUMULATION REACHES 50% OF THE
FABRIC HEIGHT.
SILT FENCE
SCALE: N.T.S.
FACE OF
FENCING, TYP.
2'-0" LI'-O"
ROUND -OFF
3" MIN., 5/4" AGGREGATE SURFACING
OVER 6" MIN. 5UB-BASE COMPACTED IN
LAYERS OF 3"
MIRAFI 50OX OR APPROVED EQUAL
6EOTEXTILE FABRIC TO EXTEND 1'-0"
OUTSIDE FENCE, UNDER ACCESS DRIVE
AND TURN AROUND
PROOF ROLL AND
SURFACE
5TAB I L I ZE 5UB6iRADE SNS GROUND
U�RFAGE
[_
SLOPE 1/4" PER FT
3:1 MAX EXCAVATE AS
SLOPE REQUIRED TO MEET
GRADE AREA LEVEL FINISH GRADE
---
----- STRIP TOPSOIL
COMPACTED FILL AS
REQUIRED TO MEET FINISH
GRADE (6" LIFTS MAXIMUM)
CONSTRUCTION NOTES:
I. CLEAR AND GRUB THE LAND ALONG THE ACCESS DRIVE.
2. REMOVE ALL EXISTING ORGANIC MATERIAL TO SUITABLE SUBGRADE.
3. PLACE SEOTEXTILE FABRIC, OVER SUBGRADE AND THEN PLACE AGGREGATE BASE.
4. GRAVEL SUBBASE SPECIFICATION:
MARYLAND DOT: SECTION 504 GRADED AGGREGATE BASE COURSE
VIRSINIA DHT: SECTION 210 AG6RGATE BASE COURSE
LEASE AREA, ACCESS DRIVE AND
TURN AROUN17 AREA SURFAG I N6
SCALE: N.T.S.
t,
GABLE PORT
OPTION "A"-
EX NTELO5 PANEL ANTED
Y RAD CENTER = la3'-O" A
PROP VERIZON WIRELES°
(4) ANTENNAS PER SECT(
RAD CENTER = 154'-0" A
EX TRITON PANEL ANTEN
RAD CENTER = 1'74'-0" P
.L EX SHENANDOAH PANEL
RAD CENTER = 163'-0" ,4
EX LATTICE
TOWER
EX GRADE
TOAER ELEVATION
SCALE: I" = 20'
GABLE PORT
STANDARD
LOCATION
I I
L_J
I1
30'-0"
REAR WALL ELEVATION B
EXPOSE"'
AGSREC
FINISH
O
'-A.C. U
STANDARD WALL
PACK LIGHTING WITH
FULL CUTOFF FIXTURE
0
m
�I I
I.L. . VI i! - \III LII- I "I�GE
EXTEN5ION TO MATCH
EXISTING FENCE
LEFT WALL ELEVATION G
FRONT WALL ELEVATION A RIGHT WALL ELEVATION D
TYIm. VERIZON AIRELESS SHELTER ELEVATIONS
DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.
MORRIS & RITCHIE
ASSOCIATES, INC.
(11ri// 1Av&W"
U20.0 But Jam Ro@d, Soft M
1bwvO4 YaryLnd n=
410401-100
410421-1748 F'u
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REVISIONS:
NO. DESCRIPTION DATE
ZONING DVPGS 10/21/10
COONTY Comm 11/18/10
20NQrC S[IBYfS570N 11/83/10
DESIGNED BY: BE-5
PROJECT N0: 1o42�.S60
DATE: 10/05/2010
SCALE: A5 NOTED
TITLE:
Site
Details
SHEET:
C-2
3
4
67m
m
f
•
e 0
10
11
/m
0 .
C D E F G H J K L M N P Q R
APPROVED BY THE FREDERIGK
GOUNT'( ZONING ADMINISTRATOR
DATE: /,/�
SITE PLAN VALID FOR (5 e7;- AR5
FROM APP
7,
APPROVAL BLOCK
SHEET NO.
DESCRIPTION
T-I
TITLE SHEET
C-I
51TE PLAN
C-2
SITE DETAILS
SHEET INDEX
THIS PROJECT SHALL CON515T OF ADDING ONE
(1) 30' LONG x 11'-7" WIDE x 10'-7" HIGH
UNOCCUPIED EQUIPMENT SHELTER, AND TWELVE
ANTENNAS TO BE MOUNTED ON EXISTING
LATTICE TOWER
PROJECT DESCRIPTION
S0TE MLXAPPRG`�'° I.k.
NAME �NU TEI z j=(01
SITE PLAN MUEK a
0
SITE NAME
PROJECT TYPE
CO==LOCATION ON EXST�N6 TELECO����UN�CA CN5 T
TOWER OWNER: GROWN CASTLE
2000 CORPORATE DRIVE
CANON5BURCG, PA 15517
PROPERTY OWNER: COOLEY FAMILY BU51NE55 TRUST
51b4 HIGHVIEW LANE
STEPHENS CITY, VA 22655
PHONE: (540) 86b-036q
SITE NAME:
RELIANCE
APPLICANT:
VIRGINIA 10 RSA LTD. PART.
VERIZON WIRELESS
g000 JUNCTION DRIVE
ANNAPOL15 JUNCTION, MD 20701
TEL. (301) 512-2000
FAX. (301) 512-2156
SITE ADDRESS:
44q GATLETT LANE
MIDDLETOWN, VA 22645
COUNTY:
FREDERIGK
LATITUDE:
N3q° 00' 53"
LONGITUDE:
W750 17' 08"
ZONING CLASSIFICATION:
RA - RIURAL AREAS
ZONING JURISDICTION:
FREDERIGK COUNTY
MAGISTERIAL DISTRICT:
OPEOUON
PIN #:
71 A 35
PARCEL AREA:
57.2q ACRES
AREA OF CONSTRUCTION:
1650 sr -
TOWER CONSTRUCTED:
Iggq
ENGINEER:
MORRIS $ RITCHIE ASSOCIATES
1220-C EAST JOPPA ROAD, SUITE 505
TOWSON, MD 21286
CONTACT:
BRIAN 51VERLING
PHONE:
(410) 521-16c[O
SITE INFORMATION
FROM U.S. ROUTE 51, TAKE THE EXIT FOR STATE ROUTE 627, (RELIANCE
ROAD) EAST BOUND. TAKE FIRST RIGHT OFF RELIANCE ROAD ONTO
SOUTH BUCKTON ROAD. TAKE A RIGHT ONTO GATLETT LANE. FOLLOW
GATLETT LANE PAST THE SHARP TURN TO THE LEFT. FROM THERE TAKE
THE SECOND DRIVEWAY ON YOUR LEFT, FOLLOWING IT ALL THE WAY
BACK TO THE TELECOMMUNICATIONS FACILITY.
DRIVING DIRECTIONS
VERIZON REPRESENTATIVE: CHR15 aiARTIN
TEL: (-703) 2117-6I34
TOWER OWNER:
ELECTRIC COMPANY:
TELEPHONE COMPANY:
GROWN CASTLE
JANICE VANDERGRIFT
TEL: (540) 355-2070
ALLE6EHENY
TEL: 14566)-523-4081
VERIZON
TEL: (86(o) 36q-0403
CONTRACTOR TO GALL MISS UTILITY OF VIRGINIA
(SOO) 552-7001 45 HRS PRIOR TO EXCAVATING FOR
UNDERGROUND UTILITY LOCATIONS. LOCATION
5URROUNDIN6 EXCAVATED AREA MUST BE PRIVATELY
LOCATED FOR NON-PUBLIC UTILITIES.
PROJECT CONTACTS
I. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL
STATE AND LOCAL CODES AND ORDINANCES, THE LATEST
EDITION THEROF.
2. ANY PERMITS WHIGH MUST BE OBTAINED SHALL BE THE
CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL SECURE
ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL
APPLICABLE GOVERNMENTAL AGENCIES. THE CONTRACTOR
SHALL BE RE5PON515LE FOR ABIDING BY ALL CONDITIONS AND
REOUIREMENT5 OF THE PERMITS.
3. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS
WITH APPROPRIATE UTILITY OWNERS.
4. THESE PLANS ARE NOT FOR RECORDATION OR CONVEYANCE.
5. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY
CONTRACTOR (WHIGH ARE NOT TO BE REMOVED) SHALL BE
REPAIRED TO PRECONSTRUCTION CONDITIONS BY THE
CONTRACTOR.
GENERAL NOTES
MORRIS & RITCHIE
ASSOCIATES, INC.
1220-C Bart Jong Boo Suite =
410401-1880
410.821-1748 Fax
r
$iVE I;NG
lIc No. 0230 ip w
0NA11 a°
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REVISIONS:
N0.
DESCRIPTION
DATE
ZONING DIYGS
10/21/10
COUNTY Comm
11/18/10
ZONING SUBIOSION
11I23I10
DESIGNED BY: BE-5
PROJECT NO: 10421- 860
DATE: 10/05/2010
SCALE: A5 NOTED
TITLE:
Title
Sheet
SHEET:
A
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51
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A B C D E F G H J K L M N P Q R
Know what's below.
Call before you dig.
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
THERE TO APPURTENANT.
5ITr= PLAN
SCALE: I" = 150'
hMl
VICINITY
MAC'
SCALE: 1" = 1000'
51TE
I.
NOTES:
APPLICANT: VERIZON WIRELESS
g000 JUNCTION DRIVE
ANNAPOLIS JUNCTION, MD 2070I
TEL. (501) 512-2000
FAX (501) 512-2156
APPLICANT'S ATTORNEY: FRANK W. STEARNS, E50.
DONOHUE d STEARNS, PLC
20110 ASHBROOK PLACE, SUITE I60
ASHBURN, VIRGINIA 20147
(705) 726-2547
2.
PROPERTY OWNER: COOLEY FAMILY BUSINESS TRUST
5184 HIGHVIEW LANE
STEPHENS CITY, VIRGINIA 22655
PHONE: (540) 868-0561
5.
SITE DATA: DEED BOOK: q21, PG: 524
PARCEL ID: qI A 55
MAGISTERIAL DISTRICT: OPEGUON
TRACT AREA: 87.2g ACRES
INSTRUMENT No. IOOOOgII41
ADDRESS: 441q CATLETT LANE
MIDDLETOWN, VIRGINIA 22645
/
EXISTING USE: TELECOMMUNICATIONS
4.
ZONING: RA (RURAL AREAS), TOWER CONSTRUCTED IN Igg7.
/
5.
HORIZONTAL AND VERTICAL CONTROL SHOWN HEREON IS BASED ON A GP5 LATITUDE BY SHENTEL,INC. DATED
SEPTEMBER 2002:
LATITUDE: N541° 00' 55" GROUND ELEVATION: &qO.O' AM5L (AVG)
LONGITUDE: W78° 17' 8" EXISTING 57RUCTURE HEIGHT: Ig5.00' AGL
TOTAL ELEVATION (AMSL): 885.00' AMSL
NOW OR FORMERLY
MADA LG
6.
TOTAL DISTURBED AREA = 1650 5F
rRUMENT No. 0-10005-11-T
7.
THE PROPOSED FACILITIES WILL CON515T OF ONE (1) 50' LONG x II'-7" WIDE x I0'-7" HIGH UNOCCUPIED
ZONED RA
COMMUNICATION EQUIPMENT SHELTER WITHIN A 5O'x5o' FENCED COMPOUND EXTENSION. TWELVE (12) ANTENNAS
PARCEL ID 1 i1 A 46A
SHALL BE MOUNTED ON AN EXISTING I015'-0" LATTICE TOWER WITH A RAD CENTER AT AN ELEVATION OF 154'-0"
WARREN COUNTY
ABOVE GRADE LEVEL FOR THE RECEPTION OF VERIZON WIRELESS TELECOMMUNICATIONS.
8.
THE STRUCTURE WILL NOT SUPPORT LIGHTS OR SIGNS UNLE55 REQUIRED FOR AIRCRAFT WARNING OR
OTHER SAFETY RECORDS.
1.
THE APPLICANT WILL PROVIDE A CERTIFICATION FROM A REGISTERED ENGINEER THAT THE STRUCTURE
WILL MEET THE APPLICABLE DE516N STANDARDS FOR WIND LOADS, OF THE ELECTRONIC INDUSTRIES
\
ASSOCIATES (EIA).
10.
IF THE ANTENNAS ARE NO LONGER USED FOR TELECOMMUNICATIONS PURPOSES FOR A CONTINUOUS PERIOD OF
ONE (1) YEAR, THEY SHALL BE REMOVED BY THE ANTENNA OWNER AT OWNER'S EXPENSE.
II.
NO WATER OR SANITARY UTILITIES ARE REQUIRED FOR THE OPERATION OF THI5 FACILITY.
12.
5TORMWATER MANAGEMENT NOTE: NO 5TORMWATER MANAGEMENT 15 REQUIRED FOR THIS SITE.
15.
THE EXTERIOR OF THE SHELTER SHALL BE A WASHED STONE FINISH.
14.
BOUNDARY SHORN PER COUNTY RECORDS. EXISTING 51TE FEATURES SHOWN PER SURVEY BY DRH DESIGN
GROUP, INC., OCTOBER 2010.
15.
THIS PLAN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. PLAN 15 SUBJECT TO EASEMENTS AND
RESTRICTIONS OF RECORD.
16.
ALL DETAILS SHOWN ARE "STANDARD" OR "TYPICAL" FOR REFERENCE ONLY. FOR ACTUAL DETAILS, SEE
ARCHITECTURAL, STRUCTURAL, OR CONSTRUCTION PLANS BY OTHERS.
17.
STRUCTURAL ANALY5IS/DE516N TO BE PERFORMED BY OTHERS AT CLIENT AND/OR OWNER'S DISCRETION PRIOR
TO COMMENCEMENT OF ANY WORK.
15. THE COMMUNICATION SHELTER SHALL BE UNMANNED, WITH INFREQUENT VISITS (FOUR OR FEWER PER YEAR) BY
MAINTENANCE PERSONNEL, AND WITH ACCESS AND PARKING FOR NO MORE THAN ONE VEHICLE. THE PROI-05EP
FACILITY 15 NOT FOR HUMAN HABITATION AND THEREFORE HANDICAP ACCESS 15 NOT REQUIRED.
Ig. THE PROPOSED COMMUNICATIONS SHELTER, ANTENNAS AND RELATED MOUNTING DEVICES DO NOT EXCEED
TWELVE (12) FEET IN TOTAL HEIGHT.
GENERAL NOTES
I. CONTRACTOR SHALL NOTIFY "MISS UTILITY" (611) 48 HOURS PRIOR TO DOING ANY EXCAVATION IN THI5 AREA.
CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR LOCATION OF EXISTING UTILITIES PRIOR
TO COMMENCMENT OF ANY CONSTRUCTION ACTIVITE5. CONTRACTOR SHALL VERIFY EXISTING UTILITY
LOCATIONS BY TEST PIT AS NECESSARY. LOCATION OF UTILITIES SHOWN ON THI5 PLAN ARE APPROXIMATE
AND FOR PLANNING PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE THE EXAGT LOCATION OF ALL
EXISTING UTILITE5 BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE
ANY AND ALL UNDERGROUND UTILITIES. DAMAGE TO UTILITIES OR PROPERTY OF OTHER BY THE CONTRACTOR
DURING CONSTRUCTION SHALL BE REPAIRED TO PRECONSTRUCTION CONDITIONS BY THE CONTRACTOR.
2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES, THE
LATEST EDITION THEROF.
5. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL
SECURE ALL NECESSARY PERMITS FOR THI5 PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIE5. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
4. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS.
5. THESE PLANS ARE NOT FOR RECORDATION OR CONVEYANCE.
6. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED)
SHALL BE REPAIRED TO PRECON5TRUCTION CONDITIONS BY THE CONTRACTOR.
MORRIS & RITCHIE
ASSOCIATES, INC.
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REVISIONS:
NO.
DESCRIPTION
DATE
ZONING DWGS
10/2/10
COUNfY Comm
11/18/10
20111NC SOBYIS570N
11/23fl0
1
2
3
M
5
m
7
DESIGNED BY: BE-5
PROJECT NO: 10421.8bo
DATE: 10/05/2010 10
SCALE: A5 NOTED
TITLE:
Site
Plan
11
SHEET:
N P Q
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NEW CHAIN LINK FENCE - 90
EXTENSION TO MATCH 5
6Q3 _ w _-EX?5T1N6 FENCE 9,
50'-0"
PROP SILT i
FENCE i
PROP VERIZON
WIRELESS II'-T"x3O'-O"
EX TREEL I NE TOQU I PMENT SHELTER ` w�
BE REMOVED It
31-oil 4 ;
` NEW TREEL I NE
_ .P___________-
PROF VERIZON
ZON
WIRELESS I GE BR I DG
PROP VERIZON 0 9
-bqb wWIRELE55 GABLE _ _ ------------------
LADDER
EX TREELIKE
X BARD WIRE F���CE�•..,,_
VGTION TO BE REMOVED
E SHENANDOAH i - AT COMPOUND EXPANSION
697 EaU I PMENT ON A 10'x 16 i `. ,4
_-- r<ONGRETE PAD EX CHAIN LINK`,,
FENGE.SEGTION �70 9
BE REMOVED
EX 5'
kI-FRAME j E'X 10'xl6 NVLO5 t,
~ — E�U I PMENT i
51JELTER i 1
EX Ia5' 1 I
LATTICE TONER t
I EX �I GE
I I ! BRI> &E, TYP
6q8 j
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' SEX TRITON
EPUIPMENT ON 10'x12' 1 �� 1 EX\�
CON RETE AD ! J 11 HANIP\HOLE
H-FR�ME �' � � n r,..--- .,,..- �-__-_•_-___= H-FRAME
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EX'&HAIN L11 G ,�; f — _. _ _ _. ``6qS
FENCE EX 12' '
700 - ` `` ACCESS GATE'
`, 69
6 EX GRAVEL 6 6
98 ACCESS DRIVE
rENLARCGeO COMPOUNZ7 LA%(OUT .�
SCALE: I" = 10'
CHAIN LINK TOP SELVAGE BARBED
AND TWISTED BOTTOM 5ELVA6E
KNUCKLED
BARBED WIRE, TYP.
TIE WIRE
O
=
TOP RAIL
RAILS, GLASS B STEEL
LINE POST, GLA55 B
5TEEL TUBING, 2" DIA.
T_
TUBIN6, 1 1/4" DIA.
(2 5/5" OD) SGH 40 (TYP.)
w
(1 5/5" OD) SGH 40 (TYP.)
0
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w
END POST, GLASS B
STEEL TUBING, 2 1/2" DIA.
(2 7/5" OD) SGH 40 (TYP.)
2" MIN.
GLEARAN
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LINE P05T TIES
TENSION WIRE
cn
1 \
1
CONCRETE FOOTING (TYP.)
10'-O" MIN
mm
Know what's below.
Call before you dig.
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
THERE TO APPURTENANT.
CHAIN LINK FENCE DETAIL
NOT TO SCALE
15.20"
11.2"
EX NTELOS PANEL ANTEI
1-RAP CENTER = Iq3'-O" P
PROP VERIZON WIRELES'
(4) ANTENNAS PER SECT,
RAD CENTER = 154'-0" 14
EX TRITON PANEL ANTED
RAD CENTER = 1-14'-0" P
�0
EX SHENANDOAH PANEL
ly RAD CENTER = 163'-O" ,A
r
4.1 "
ANTSL LFA 80065/5GF ANTSL SXA 185065/12GF ANTEL 5XA '70065/50F
VERIZON JAI RELESS ANTENNA DETAILS
NOT TO SCALE
56" MINIMUM LENGTH FENCE POST,
DRIVEN A MINIMUM OF 16" INTO
GROUND
I6" MINIMUM HEIGHT OF
6EOTEXTILE GLA55 F
5" MINIMUM DEPTH IN
GROUND
/ " //// ///// q
FLOW FLOW
56" MINIMUM
PER5PEGTIVE VIEW FENCE POST
LENGTH
FILTER
TOP VIEW CLOTH FENCE POST SECTION
MINIMUM 20" ABOVE
P05T5 FLOW GROUND UNDISTURBED
GROUND
5EGTION B EMBED GEOTEXTILE
SECTION A CLASS F A MINIMUM OF 5" FENCE POST DRIVEN A
STAPLE VERTICALLY INTO THE MINIMUM OF 16" INTO THE
5TAPLE GROUND GROUND
JOINING TWO ADJACENT 51LT GR055 SECTION
FENCE 5EGTION5
CONSTRUCTION SPECIFICATIONS
I. FENCE POSTS SHALL BE A MINIMUM OF 56" LONG DRIVEN 16" MINIMUM INTO THE
GROUND. WOOD P05T5 SHALL BE 1-1/2" X 1-1/2" SQUARE (MINIMUM) GUT, OR 1 5/4"
DIAMETER (MINIMUM) ROUND AND SHALL BE OF SOUND QUALITY HARDWOOD.
STEEL POSTS WILL BE STANDARD T OR U 5EGTIONI WEIGHING NOT LE55 THAN
1.00 POUND PER LINEAR FOOT.
2. 6EOTEXTILE SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE
TIES OR STAPLES AT TOP AND MID -SECTION AND SHALL MEET THE FOLLOWING
REOUIREMENT5 FOR 6EOTEXTILE GLA55 F:
TENSILE STRENGTH 50 LBS/IN (MIN.) TEST: MSMT 50q
TENSILE MODULUS 20 LBS/IN (MIN.) TEST: MSMT 50`1
FLOW RATE 0.3 GAL FT' / MINUTE (MAX.) TEST: MSMT 322
FILTERING EFFICIENCY '15% (MIN.) TEST: MSMT 322
3. WHERE ENDS OF 6EOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE
OVERLAPPED, FOLDED AND 5TAPLED TO PREVENT SEDIMENT 15YPA55.
4. SILT FENCE SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND MAINTAINED
WHEN BUL6E5 OCCUR OR WHEN SEDIMENT ACCUMULATION REACHES 50% OF THE
FABRIC HEIGHT.
SILT FENCE
SCALE: N.T.S.
FACE OF
FENGIN6, TYP.
ROUND TOFF
3" MIN., 5/4" AGGREGATE SURFACING
OVER 6" MIN. SUB -BASE COMPACTED IN
LAYERS OF 3"
MIRAFI 50OX OR APPROVED EQUAL
GEOTEXTILE FABRIC TO EXTEND 1'-0"
OUTSIDE FENCE, UNDER ACCESS DRIVE
AND TURN AROUND
PROOF ROLL AND
STABILIZE SUBGRADE EXISTING GROUND
, SURFACE
SLOPE 1/4" PER FT
5:1 MAX EXCAVATE AS
SLOPE REGtU I RED TO MEET
GRADE AREA LEVEL FINISH GRADE
— — — — — — — STR I P TOP50I L
COMPACTED FILL AS
REQUIRED TO MEET FINISH
GRADE (6" LIFTS MAXIMUM)
CONSTRUCTION NOTES:
I. CLEAR AND GRUB THE LAND ALONG THE AGCE55 DRIVE.
2. REMOVE ALL EXISTING ORGANIC, MATERIAL TO SUITABLE SUBGRADE.
3. PLACE 6EOTEXTILE FABRIC OVER SUBGRADE AND THEN PLACE AGGREGATE BASE.
4. GRAVEL SUBBASE SPEC I F I GATI ON:
MARYLAND DOT: SECTION 504 GRADED AGGREGATE BASE COURSE
VIR&INIA DHT: SECTION 210 AGGRGATE BASE COURSE
LEASE AREA, ACCESS DRIVE AND
TURN AROUND AREA SURFAG I N6
SCALE: N.T.S.
d
EX LATTICE
TOWER
EX GRADE
IRV
TOAFER ELEVATION
SCALE: I" = 20'
GABLE PORT
STANDARD
LOCATION
II I
IL
L— J
II
II
II
II
II
II
I II I
I�
REAR WALL ELEVATION B
GABLE PORT
OPTION "A"\
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II
IL __ II
II
II
II
II
II
I III
EXPOSE"'
A66REC
FINISH
`A.G. U
STANDARD WALL
PACK 1_I6HTIN6 WITH
FULL CUTOFF FIXTURE
I, I , j L11 �I� I LICE
EXTENSION TO MATCH
EXISTING FENCE
LEFT WALL ELEVATION C
50'-0" III-1"
FRONT WALL ELEVATION A RIGHT WALL ELEVATION D
TYf . VERIZON AI RELESS SHELTER ELEVATIONS
DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.
MORRIS & RITCHIE 1
ASSOCIATES, INC.
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REVISIONS:
NO.
DESCRIPTION
DATE
ZONING D19GS
10/21/10
WUN1F Comm
II/18/10
7AtlING SUBYIS90N
I1/23/10
DESIGNED BY: BE-5
PROJECT N0: 1042�.SbO
DATE: 10/05/2010 10
SCALE: A5 NOTED
TITLE:
Site
Details
SHEET:
C-2
11