HomeMy WebLinkAboutSDP201700013 Plan - Approved 2017-11-06Submittal Type
0
Reviewed and Approved by the
Communi evelo ent Department =IS H NTE
Date
File# S I.
SHENANDOAH MOBILE, LLC ("SHENTEL') Know what's below.
Signature Call before you dig.
SHENTEL SITE NAME: WHITE HALL
PROJECT NARRATIVE I
SHENTEL PLANS TO BUILD ANEW WIRELESS TELECOMMUNICATIONS FACILITY
WHICH WILL INCLUDE A NEW TOWER AND ACCESS DRIVE AS DEFINED ON THIS PLAN
SET. SHENTEL WILL BE THE ANCHOR TENANT AND THEY WILL OCCUPY THE TOP
POSITION ON THE TOWER AND INSTALL AN EQUIPMENT PLATFORM AT GROUND
LEVEL PER THESE PLANS. THE PROPOSED TOWER COMPOUND WILL NOT BE
LOCATED INSIDE EXISTING WETLANDS OR RIPARIAN BUFFERS.
SITE INFORMATION l
SITE ADDRESS:
4603 GARTH ROAD
T-1
CROZET, VA 22932
JURISDICTION:
ALBEMARLE COUNTY
LATITUDE (NAD 83):
N 38° 06'52.1766"
LONGITUDE (NAD 83):
W 78° 39' 30.7948"
GROUND ELEVATION:
674.0' (AMSL) NAVD, 1988
ZONING:
RURAL AREAS
PARCEL ID:
04100-00-00-02800
PARCEL AREA:
20.18 ACRES
CURRENT USE:
SINGLE FAMILY
PROPOSED IMPERVIOUS AREA:
21.7 SQ.FT. (CONCRETE SURFACE ONLY)
PROPOSED DISTURBED AREA:
2,000 SQ. FT.
PARCEL OWNER:
VIOLA S. BRUCE, TESTAMENTARY TRUST
07!31/17
C/O CHARLES K. TRIBLE, TRUSTEE
2523 DRAMMEN PLACE
RICHMOND, VA 23233
TOWER OWNER:
SHENANDOAH MOBILE, LLC ("SHENTEL")
MERGE ONTO 1-64 E TOWARD RICHMOND. TAKE THE US -250 EXIT, EXIT 107, TOWARD CROZETNANCEY MILLS. TURN EAST
1150 SHENANDOAH VILLAGE DRIVE
TURN SLIGHT RIGHT ONTO WHITE HALL RDNA-789. WHITE HALL RDNA-789 BECOMES BROWNS GAP TURNPIKENA680. TURN
WAYNESBORO, VA 22980
STRUCTURE TYPE:
MONOPOLE
CLASSIFICATION GROUP:
U
CONSTRUCTION TYPE:
2B
PROPOSED RAD CENTER:
72.0' AGL
OVERALL HEIGHT:
75.0' AGL (INCLUDING TOP OF FOUNDATION)
POWER PROVIDER:
CVEC (800) 367-2832
ACCESS DRIVE ENTRANCE
LATITUDE (NAD 83):
N 38° 07'2.8014"
LONGITUDE (NAD 83):
W 78° 39'29.016"
APPLICANT
APPLICANT: SHENTEL
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA 22980
SHENTEL SITE NUMBER: 670128
(BRUCE PROPERTY)
4603 GARTH ROAD
CROZET, VA 22932
ALBEMARLE COUNTY
VICINITY MAP
_ 40
T-1
TITLE SHEET
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AMmxns
EE -4
EASEMENT EXHIBIT
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COMPOUND PLAN
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ELEVATION
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- SITE
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EQUIPMENT PLATFORM
C-8
AREA TOPOMAP
07!31/17
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DIRECTIONS
MERGE ONTO 1-64 E TOWARD RICHMOND. TAKE THE US -250 EXIT, EXIT 107, TOWARD CROZETNANCEY MILLS. TURN EAST
ONTO US -250 E/ROCKFISH GAP TURNPIKE. TURN LEFT ONTO CROZET AVENA-240. CONTINUE TO FOLLOW CROZET AVE.
TURN SLIGHT RIGHT ONTO WHITE HALL RDNA-789. WHITE HALL RDNA-789 BECOMES BROWNS GAP TURNPIKENA680. TURN
RIGHT ONTO GARTH RDNA-614. 4603 GARTH RD, CROZET, VA 22932-2313,4603 GARTH RD IS ON THE RIGHT.
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF
THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES.
• 2012 INTERNATIONAL BUILDING CODE • ANSI/TIA-222-13
• 2011 NATIONAL ELECTRICAL CODE • TIA 607
• 2009 NFPA 101, LIFE SAFETY CODE INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81
• 2009 IFC • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION
• AMERICAN CONCRETE INSTITUTE • TELECORDIA GR -1275
• AMERICAN INSTITUTE OF STEEL CONSTRUCTION • ANSI/T 311
MANUAL OF STEEL CONSTRUCTION 13TH EDITION
PERMIT INFORMATION 1
COUNTY OF ALBERMARLE
DEPARTMENT OF COMMUNITY DEVELOPMENT
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
(434)296-5832
ATTN: PLANS REVIEWER
PROJECT TEAM 1
ENGINEERING FIRM:
SITE ACQUISITION CONTRACTOR:
SHENTEL CONSTRUCTION MANAGER
SHENTEL SITE ACQUISITION:
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
(804)548-4079
KIM STEPHENSON
NETWORK BUILDING + CONSULTING, LLC
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
(804) 548-4079
BRADLEY S. BAYS
SHENTEL
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA 22980
(443) 454-0180
DEBBIE BALSER
MANAGER, SITE ACQUISITION
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA 22980
540-941-4220, EXT 3071
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1150 SHENANDOAH VILLAGE DRIVE
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(877)468-3567
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DRAWING INDEX
T-1
TITLE SHEET
EE -1
EASEMENT EXHIBIT
EE -2
EASEMENT EXHIBIT
EE -3
EASEMENT EXHIBIT
EE -4
EASEMENT EXHIBIT
Z-1
SITE PLAN
C-1
COMPOUND PLAN
C-2
ELEVATION
0-3
ANTENNA & RRH DETAILS
C-4
BASE EQUIPMENT & CONSTRUCTION DETAILS
C-5
EQUIPMENT PLATFORM
C-8
AREA TOPOMAP
PROJECT TEAM 1
ENGINEERING FIRM:
SITE ACQUISITION CONTRACTOR:
SHENTEL CONSTRUCTION MANAGER
SHENTEL SITE ACQUISITION:
NB+C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
(804)548-4079
KIM STEPHENSON
NETWORK BUILDING + CONSULTING, LLC
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
(804) 548-4079
BRADLEY S. BAYS
SHENTEL
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA 22980
(443) 454-0180
DEBBIE BALSER
MANAGER, SITE ACQUISITION
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA 22980
540-941-4220, EXT 3071
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TOTALLY COMMITTED
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1150 SHENANDOAH VILLAGE DRIVE
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REVISIONS
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WILLIAM H. OLINGER yyy
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INGRESS/EGRESS AND UTILITIES EASEMENT pp yEpCD F✓52 / / //� �a //ry.
10.345 ACRES
N/F
WILLIAM H. OLINGER
0. B. 393, PG 475
PARCEL IO# 04100-00-00-02700
ZONED RA
0 VERAL L N. T. S.
*SEE SHEET 4 FOR LEGAL DESCRIPTIONS
PROPOSED 10' UTILITY EASEMENT
20.76 ACRE
N7F
VIOLA S. BRUCE, TESTAMENTARY TRUST C/0 CHARLES K TRIBLE, TRUSTEE
/ W.B. 141, PG. 459
PARCEL IDI 04100-00-00-02800
ZONED R4
LINE TABLE
LINE BEARING
DISTANCE
Ll
N
I3"35 23" E
21.98'
L2
N
88'7 1 50 " E
18.03'
L3
S
13"35 25" W
54.86'
L 4
S
03°55 24 " E
21.63'
L5
N
82'49'J I " W
20.00'
L 6
N
0710 29 " E
J5.95'
L7
N
13`3523" E
15.24'
L8
S
071029" W
26.78'
L9
S
10°40'56" W
8785'
L70
S
15'02'14 " W
57.00 '
L 11
S
12'43'2,3 " W
48.04 '
L 12
S
10`00'00" W
71.97'
L 13
S
24'20'5,3 " W
1,59.29 '
CURVE TABLE
CURVE RADIUS
1 ARC LENGTH
I TANGENTI
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1 78.00'
179.53'
19.82'
1 14`2053
IS 17°1026" W
19.48'
C2 1 127.00'152.4
7'
26.61'
23`40'17"
IS 12`30'44" W
52.10'
GRAPHIC SCALE 1"-50'
0' 50' 100' 150'
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L INE TA BL E
LINE BEARING DISTANCE
L 13
S 24 20 53 " W
39.29 '
L 14
S 12°11 '13" W
67.92'
L 15
S 04 °DO 28 " E
56.07'
L 16
C3
48.28'
L 17
S 28°43'41 " E
137.40'
CURVE TABLE
CURVE RADIUS
ARC LENGTH
TANGENT DELTA ANGLE
CHORD BEARING CHORD LENGTH
C2
127.00'
52.47'
26.61'
23"40'17"
S 12°30'44 " W
52. 10'
C3
94.00'
18.88'
9.47'
1 1 °30 38"
S 06'2554 " W
18.85'
C4
261.00'
73.77'
37 13'
16'11'41 "
S 04'05'22 " W
73.53'
C5
146.00'
88.55'
45.69'
34°45'06"
S 71721'08" E
87.20'
20.18 ACRE
N/F
VIOLA S. BRUCE, TESTAMENTARY TRUST C/O CHARLES K TRIBLE, TRUSTEE
W.B. 741, PG. 459
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PROPOSED 20' & VARIABLE WIDTH
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(INCLUDING TOP OF FOUNDATION)
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*SEE SHEET 4 FOR LEGAL DESCRIPTIONS
CURVE I -ABLE
URVE RADIUS
ARC LENGTH
TANGENT DELTA ANGLE
CHORD BEAR/NG
CHORD LENGTL
:5 146.00'88.55'
137.40'
45.69' 34"45'06"
S 1 l 21 '08" E
87.20'
� 6 54.00'
65.04'
37.12' 69"00'43"
S 05°46'40" W
61.18'
LAT. N 38
LON: W 78°39'30.7948" I S. —
ELEV. 673.8'(NAVD 88) �`fi� 0 719 fi
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71 . 4
b 73 , jos — — • TBR (FLAGGED TO BE REMOVED)
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TBR
TBR
TBR
REFERENCE TREE —
TBR
TBR
TBR
TBR
TBR
TBR
TBR
TBR
TBR
20.18 ACRE TBR
511 N7F TBR
VIOLA S. BRUCE, TESTAMENTARY TRUST C/O CHARLES K TR/BLE, TRUSTEE TBR
W B. 141, PG. 459
PARCEL IDf 04100-00-00-02800 TBR
PROPOSED 50' X 50' ZONED RA
LEASE AREA
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NOTE: MANY TREES SHOWN IN THE AREA OF THE PROPOSED CELL SITE HAVE
SUSTAINED STORM/WIND DAMAGE.
TBR
LINE TABLE
LINE
BEARING
DISTANCE
L 17
S
28'4341 " E
137.40'
LIS
S
40`17'02" W
18.24'
L19
S
83"48'44 " W
68.71'
L20
S
28"36 35" W
21.84'
L21
N
23'J6'J5" E
50.00'
L22
S
6123 25 " E
50.00 '
L23 jS
(711)
28"36 35" W
50.00'
L24 I
N
612325" W
50.00'
TREES HEIGHTS ARE APPROXIMATE AS THICK CANOPY PREVENTED
VISUAL SIGHT OF ACTUAL TREE TOPS
GRAPHIC SCALE I "= 50
0' 50' 100' 150'
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TREE INVENTORY
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NUMBER
SPECIES
CALIPER AGL
HEIGHT
CANOPY
HEIGHT
(705)
PINE(DEAD)
18"
34'
711'
AMSL
(707)
PINE(DEAD)
18"
14'
689'
AMSL
(709)
OAK
15"
60'
734'
AMSL
(711)
HICKORY
24'
69'
739'
AMSL
(713)
CEDAR
18"
52'
723'
AMSL
(715)
OAK
12"
66'
738'
AMSL
(717)
OAK(DEAD)
12"
71
743'
AMSL
(719)
HICKORY
18"
61
735'
AMSL
(721)
OAK
15"
49
725'
AMSL
(723)
OAK
15"
61'
737'
AMSL
(725)
OAK
12"
63'
738'
AMSL
(727)
LOCUST
8"
43'
723'
AMSL
(729)
LOCUST
10"
48'
726'
AMSL
(731)
LOCUST
10"
30'
707'
AMSL
(733)
PINE
12"
52'
729'
AMSL
(735)
CEDAR
C
38'
713'
AMSL
(737)
OSAGE
6"
31'
705'
AMSL
(739)
OSAGE
6"
32'
705'
AMSL
(741)
OSAGE
6"
32'
703'
AMSL
(743)
OSAGE
6"
32'
708'
AMSL
(745)
LOCUST
12"
52'
730'
AMSL
(747)
LOCUST
8"
20'
705'
AMSL
*TOTAL TREES TO BE REMOVED: 13
NOTES:
1.REFERENCE TREE IS IDENTIFIED ABOVE
2.TREE DRIPLINES ARE DRAWN TO SCALE.
IN BOLD.
GRAPHIC SCALE I "= 50
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REV DATE
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EXHIBIT NOTES
1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C.
P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328-50394. PHONE: 757-482-0474.
SURVEY DATE: MAY 5, 2017.
2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC GPS
OBSERVATIONS, POST PROCESSED THROUGH NOAA'S OPUS WEBSITE AND CONVERTED
TO NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND
HORIZONTAL COORDIANTES, RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS
LEGAL DESCRIPTION PROPOSED 20' & VARIABLE INGRESS/EGRESS AND UTILITIES EASEMENT
c: -
A PROPOSED 20' AND VARIABLE WIDTH INGRESS/EGRESS AND UTILITIES EASEMENT OVER AND w Nis
ACROSS THAT 20. 18 ACRE PARCEL AS SHOWN ON THAT PLAT IN DEED BOOK 588 AT PAGE 400, TOTALLY COMMITTED.
BEING PARCEL ID 04100-00-00-02800 OF RECORD IN THE CLERK OF THE CIRCUIT COURTS w
OFFICE, ALBEMARLE COUNTY, VIRGINIA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, NB.`EGINENSERVICES'L«.
. E,.
BEGINNING AT A CONCRETE MONUMENT ALONG THE WESTERLY LINE OF SAID TRACT AND THE
PROPERTY NOW OR FORMERL Y OF OLINGER;
CORPSCON SOFTWARE, VERSION 6.01 AND PUBLISHED BENCHMARKS. THENCE N 1J'J523" E A DISTANCE OF 21.98' TO A POINT BEING THE SOUTHERLY RIGHT OF
3. NO SUB -SURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. WAY OF GARTH ROAD,
THIS EXHIBIT DOES NOT GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF THENCE CONTINUING ALONG SAID GARTH ROAD N 88'11'50 " E A DISTANCE OF 18.03' TO ASHENTEC
UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT POINT-
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MISS UTILITY AT 1-800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF THENCE LEAVING SAID ROAD AND ACROSS SAID 20.18 ACRE PARCEL S 13`3523" W A DISTANCE
Q
UNDERGROUND UTILITIES. of 54.86" TO A POINT, -
THENCE S 03`5524" E A DISTANCE OF 21.63' TO A POINT'
4. THIS EXHIBIT WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT
THENCE N 82°4931 " W A DISTANCE OF 20.00' TO A POINT' ALSO ALONG THIS SAME LINE A
DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT THE PROPERTY.
DISTANCE OF 10.00' TO THE CENTERLINE (POINT A) OF THE 20' PORTION OF SAID PROPOSED
5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. EASEMENT'o
EASEMENT EXHIBIT SHENTEC
6. THIS EXHIBIT DOES NOT REPRESENT A BOUNDARY SURVEY. THE RIGHT-OF-WAY, THENCE S 07"1029" W A DISTANCE OF 26.78' TO A POINT,•
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SITE ID: 67012
SITE NAME: WHITE HALL
PROPERTY LINE AND/OR EASEMENTS SHOWN HEREON REPRESENT A COMPILATION OF THENCE S l0°4056" W A DISTANCE OF 87.85' 7-0 A POINT;
°
4603 GARTH ROAD
RECORDED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS. THENCE S 15'02'14"' W A DISTANCE OF 57.00' TO A POINT'
W
CROZET, VA 22932
7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE WITHIN THENCE S 12"4823" w A DISTANCE OF 48.04' To A POINT'
co
ALBEMARLE COUNTY, VA
FLOOD ZONE 'Y', ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL THENCE S 10'00'00" W A DISTANCE OF 71.97' TO A POINT, -
FLOOD INSURANCE COMMUNITY NUMBER 51003C -0235D, DATED FEBRUARY 4, 2005. THENCE WITH A CURVE TURNING TO THE RIGHT W/TH AN ARC LENGTH OF 19.53; A RADIUS OF
" '
REVISIONS
, AND A CHORD LENGTH OF 19.48 TO A POINT,-
78.00 , A CHORD BEARING OF S 17° 10 26 W
8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS THENCE S 24'2055" W A DISTANCE OF 39.29' TOA POINT,-
NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS EXHIBIT. THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 52 47, A RADIUS OF
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5 8/29117 MOVETOWER RW
9. TREE HEIGHTS SHOWN ARE APPROXIMATE AND SHOULD BE VERFIED BY BUCKET TRUCK. 12700, A CHORD BEARING OF S 12°30'44" W, AND A CHORD LENGTH OF 52. 10' TO A POINT,
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THENCE WITH A REVERSE CURVE TURN/NG To THE RIGHT WITH AN ARC LENGTH OF 18.88; A
3 2/8117 REV EXHIBIT RW
LEGAL DESCRIPTION PROPOSED 50' x 50' LEASE AREA
RADIUS OF 94.00 , A CHORD BEARING OF S 06'2554" W, AND A CHORD LENGTH OF 18.85' TO
o
z 1/1811 REV EXHIBIT RW
A PROPOSED 50' x 50' LEASE AREA ON THAT 20.18 ACRE PARCEL AS SHOWN A POINT;
1 5/11/16 REV EXHIBIT RW
ON THAT PLAT IN DEED BOOK 588 AT PAGE 400, BEING PARCEL 0 THENCE S 12`11'13" W A DISTANCE OF 67.92' TO A POINT,,
o 5/5/16 EASEMENT EXHIBIT RW
04100-00-00-02800 OF RECORD IN THE CLERK OF THE CIRCUIT COURTS THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 75 77, A RADIUS OF
REV I DATE I DESCRIPTION BY
OFFICE, ALBEMARLE COUNTY, VIRGINIA; BEING MORE PARTICULARLY DESCRIBED 261.00 , A CHORD BEARING OF S 04-05'22" W, A CHORD LENGTH OF 73.53' TO A POINT
AS FOLLOWS; THENCE S 04 `00 28 " E A DISTANCE OF 56.07' TO A POINT,
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THENCE S 06'01 24 " W A DISTANCE OF 48.28' TO A POINTER
BEGINNING ATA POINT BEING THE SOUTHWESTERLY MOST CORNOF SAID THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 8855, A RADIUS OF
��1TH F
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PARCEL; 146.00 ; A CHORD BEARING OF S 11-21'08" E, AND A CHORD LENGTH OF 87.20' TO A POINT -
`43'41 " A DISTANCE OF 137.40' TO A POINT,-
THENCE ALONG A TIE LINE N 34 °44 23 " E A DISTANCE OF 220.64' TO A THENCE S 28EPOINT-
THENCE
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POINT BEING THE TRUE POINT AND PLACE OF BEGINNING,' THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 65.011, A RADIUS OF
o
UROBERT
LIC. No. 002551
THENCE N 283635" E A DISTANCE OF 50.00' TO A POINT- 54.00' A CHORD BEAR/NG OF S 05'46'40" W, AND A CHORD LENGTH OF 61. 18' TO A PONT,
W
8-29-2017
THENCE S 61'2J25" E A DISTANCE OF 50. 00 " TO A POINT- THENCE S 40 ° 17 02 " W A DISTANCE OF 18.24 ' TO A POINT,•
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THENCE S 28`3635" W A DISTANCE OF 50.00' TO A POINT- THENCE S 83`48'44" W A DISTANCE OF 68.71' TO A POINT
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SUR,4SE
THENCE N 6172J25" W A DISTANCE OF 50.00' TO A POINT THENCE S 28`36 35 W A DISTANCE OF 27.84' TO A POINT BEING THE END OF THE CENTERLINE
WHICH IS THE TRUE POINT AND PLACE OF BEGINNING, HAVING AN AREA OF OF SAID EASEMENT
2,500 SQUARE FEET OR 0.057 ACRES. LEGAL DESCRIPTION PROPOSED 10' UTILITY EASEMENT
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PROPOSED 10' WIDE UTILITY EASEMENT OVER AND ACROSS THAT 20.18 ACRE PARCEL AS
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SHOWN ON THAT PLAT IN DEED BOOK 588 AT PAGE 400, BEING PARCEL ID
CHESAPEAKEO VA. 23328
PHONE: 757-482-0474
04100-00-00-02800 OF RECORD IN THE CLERK OF THE CIRCUIT COURTS OFFICE, ALBEMARLE
COUNTY, VIRGINIA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT HAVING A COORDINATE VALUE OF N: 3,930,285.41 BY E.• 11,437,54768 �j EASEMENT
AS RELATED TO THE VIRGINIA STATE PLANE COORDINATE SYSTEM, NAD 83, SOUTH ZONE(2010; 1=
SAID POINT BEING AT THE CENTERLINE OF SAID EASEMENT; W EXHIBIT
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THENCE ALONG SAID CENTERLINE S 50'49'5J" W A DISTANCE OF 48.72' TO A POINT,
THENCE N 14'5746" W A DISTANCE OF 90.27' TO A POINT ALONG THE 20' PORTION OF A
PROPOSED INGRESS/EGRESS AND UTILITIES EASEMENT m
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PROPOSED TOWER
WHITE HALL
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38'06'52.1766"
LONGITUDE
78'39'30.7948"
ACCESS DRIVE. SEE O
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TOP ELEV.
749.0'
HEIGHT (AGL)
4/C-4 FOR DETAILS
(7YP.)
EX/Sl/NG PRI PERTY LINE _
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1 1 GP/N.'438313930523
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1 PARCEL L0,04100-00-00-02900
CHARLES F. PAGES, //l
& UTILITY EASEMENT
AND ELIZABETH C. PAGELS
AREA: 271 ACRES
A PROPOSED 12' WIDE GRAVEL ACCESS DRIVE.
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GPIN.'43822600-00
PARCEL lD: 04100 -DO -00-022A1
PROPOSED 75' MONOPOLE
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VIOLA S. BRUCE,
TESTAMENTARY TRUST C/O CHARLES K. TR/BLE, TRU57EF
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PROPS
PARCEL: 04100-00-00-02700
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AREA: 20. 180 ACRES
1
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OLINGER, WILLIAM H
AREA: 10ACRES
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GRAPHIC SCALE
1 SITE PLAN 75 150 3�
Z 1 SCALE: 1'= I S(Y-0"
(IN FEET)
1 INCH= 150 FEET
LEGEND
PROPERTY LINE - SUBJE:T PARCEL
PROPERTY LINE - ABUTTERS
EXISTING ROPD
---^• EXISTING FENCE
---------- PROPOSED EASEMEI IT
---------- PROPOSED LEASE AREA
EXISTING BUILDING
PROPOSED FENCE
GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION.
THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
SANITARY SERVICE.
5. PROPERTY IS LOCATED IN AN UNMAPPED FLOOD PLAIN AREA.
6. FOR SURVEY INFORMATION, SEE "CAUSEWAY CONSULTANTS, P.C." SITE
NAME "WHITE HALL" DATED 08/29/17.
7. REFER TO SURVEY DOCUMENT ON SHEET EE -1 THROUGH EE -3 FOR
ALL LEASED AREA, ACCESS & UTILITY EASEMENT AND PROPERTY
BOUNDARY INFORMATION.
8. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS,
THE PROPOSED TELECOMMUNICATIONS SITE IS LOCATED IN ZONE "X",
COMMUNITY PANEL NO. 51003C -0235D, DATED 02-04-2005.
9. SITE ADDRESS IS 4603 GARTH ROAD, CROZET, VA 22932.
10. SEE SHEET EE -3 FOR TREE INVENTORY.
PARCEL INFORMATION:
1. GPIN: 437072931501
PARCEL ID: 04100-00-00-03600
RICHARD H ERGLER UID/7- RICHARD ERGLER 7RS
AND ANNA ERGLER U/D/T ANN A. ERGLER.
AREA: 279530 ACRES
ZONING R4
Z GRIN, 43766793 1 10-5
PARCEL LD: 04700-00-00-03100
MAUP/N, JAMES M ✓R
AREA: 9.62 ACRES
ZONING.' R4
3 GPIN.' 437276930347
PARCEL ID: 04100-00-00-02600
JAMES M. AAUP/N, ✓R., DANILZ F. MAUP/N
AND TERR/ L.MAUP/N-BRYANT, E! AL.
AREA: 1.60 ACRES
ZONING RA
TOWER SIZING CHART
ISHENTEL
PROPOSED TOWER
WHITE HALL
STEEL POLE
1
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FASTING
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LATITUDE
38'06'52.1766"
LONGITUDE
78'39'30.7948"
GROUND ELEV.
674.0'
TOP ELEV.
749.0'
HEIGHT (AGL)
75.0'
I
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& UTILITY EASEMENT
EXISTING SOIL ACCESS DRIVE TO BE IMPROVED WITH
A PROPOSED 12' WIDE GRAVEL ACCESS DRIVE.
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GPIN.'43822600-00
PARCEL lD: 04100 -DO -00-022A1
PROPOSED 75' MONOPOLE
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AREA: 2241 ACRES
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PROPS
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MARKOUINAN CONGDON AEMR84RA ANN
AREA: 35.9 ACRES
OR
ZONING. RA
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GRAPHIC SCALE
1 SITE PLAN 75 150 3�
Z 1 SCALE: 1'= I S(Y-0"
(IN FEET)
1 INCH= 150 FEET
LEGEND
PROPERTY LINE - SUBJE:T PARCEL
PROPERTY LINE - ABUTTERS
EXISTING ROPD
---^• EXISTING FENCE
---------- PROPOSED EASEMEI IT
---------- PROPOSED LEASE AREA
EXISTING BUILDING
PROPOSED FENCE
GENERAL NOTES
1. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
2. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM
THIS FACILITY.
3. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION.
THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
SANITARY SERVICE.
5. PROPERTY IS LOCATED IN AN UNMAPPED FLOOD PLAIN AREA.
6. FOR SURVEY INFORMATION, SEE "CAUSEWAY CONSULTANTS, P.C." SITE
NAME "WHITE HALL" DATED 08/29/17.
7. REFER TO SURVEY DOCUMENT ON SHEET EE -1 THROUGH EE -3 FOR
ALL LEASED AREA, ACCESS & UTILITY EASEMENT AND PROPERTY
BOUNDARY INFORMATION.
8. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS,
THE PROPOSED TELECOMMUNICATIONS SITE IS LOCATED IN ZONE "X",
COMMUNITY PANEL NO. 51003C -0235D, DATED 02-04-2005.
9. SITE ADDRESS IS 4603 GARTH ROAD, CROZET, VA 22932.
10. SEE SHEET EE -3 FOR TREE INVENTORY.
PARCEL INFORMATION:
1. GPIN: 437072931501
PARCEL ID: 04100-00-00-03600
RICHARD H ERGLER UID/7- RICHARD ERGLER 7RS
AND ANNA ERGLER U/D/T ANN A. ERGLER.
AREA: 279530 ACRES
ZONING R4
Z GRIN, 43766793 1 10-5
PARCEL LD: 04700-00-00-03100
MAUP/N, JAMES M ✓R
AREA: 9.62 ACRES
ZONING.' R4
3 GPIN.' 437276930347
PARCEL ID: 04100-00-00-02600
JAMES M. AAUP/N, ✓R., DANILZ F. MAUP/N
AND TERR/ L.MAUP/N-BRYANT, E! AL.
AREA: 1.60 ACRES
ZONING RA
TOWER SIZING CHART
ISHENTEL
PROPOSED TOWER
WHITE HALL
STEEL POLE
NORTHING
3930263
FASTING
11437473
LATITUDE
38'06'52.1766"
LONGITUDE
78'39'30.7948"
GROUND ELEV.
674.0'
TOP ELEV.
749.0'
HEIGHT (AGL)
75.0'
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REVISIONS
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HIGHEST POINT OF 1" DIA.
LIGHTNING ROD ® 751.0' AMSL
18" POLE DIA.
PROPOSED TOP OF MONOPOLE AT TOP
ELEV.=749.0 AMSL
PROPOSED SHENTEL ANTENNA
PRSOPOSED SHENTEL ANTENNA CENTERUNE (1, OF 3)
ELEV.-746.0 AMSL
PROPOSED SHENTEL RRH 4X45
PROPOSED SHENTEL MOUNTED BELOW ANTENNA
ISR1300-DS ANTENNA (TYP. OF 3)
PROPOSED SHENTEL RRH CENTERLINE PROPOSED SHENTEL RRH CENTERLINE
ELEV_741.5' AMSL
ELEV.=741.0' AMSL
TOP OF REFERENCE TREE
ELEV. =739.0' AMSL �/I PROPOSED SHENTEL RRH N CENTERLINE
.. aanonccn gwcl aau rrNTCRI INT / l ELEV.=738.0' AMSL
PROPOSED SHENTEL
ICE BRIDGEPRO —EQUIPMENT SHENTEL STEEL
REFERENCE TREE
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TOWER BASE DIMENSION
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GRAPHIC SCALE
TOWER ELEVATION s ' ' 10 20
SCALE: 1" =10'-0'
C-2 (IN FEET)
11NCH= 10 FEET
GENERAL NOTES
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS
OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE
REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES.
3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS
OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR
ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE
OVERALL INTENT OF THESE DRAWINGS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR
TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT
OF CONSTRUCTION OF THIS FACILITY.
5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND
LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS.
6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE
PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO
INSTALLATION.
8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/EIA/TIA 222-G REQUIREMENTS.
9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
10, CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING.
11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT AREA, CONTRACTOR
MUST LOCATE IT AND CONTACT THE APPLICANT & THE OWNER'S REPRESENTATIVE.
12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY TECHNICIANS APPROXIMATELY 2
TIMES PER MONTH.
13, PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR MODIFICATION OF THE EXISTING
STRUCTURE, A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT
THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE
TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES.
14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, AND PLANS OF RECORD AND
SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY.
15. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
16. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY.
17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO HANDICAP ACCESS
REQUIRED).
18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE
19. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
NOTE:
• ILLUMINATION OF MONOPOLE ONLY IF REQUIRED BY FAA.
• PROPOSED ANTENNAS, EQUIPMENT FRAME, CABINETS AND
ALL APPURTENANCES TO BE PAINTED SHERWIN WILLIAMS
- UMBRA - SW4008 (INDUSTRIAL AND MARINE
COATING).
• STRUCTURAL ANALYSIS PERFORMED INDEPENDENTLY
FROM THESE CONSTRUCTION DRAWINGS.
• RRH = REMOTE RADIO HEAD
ADDITIONAL NOTES:
• THE ONLY ON-SITE LIGHTING PROPOSED IS MOUNTED
ON THE PROPOSED CABINETS. THE UGHTING IS FOR
TEMPORARY MAINTENANCE ONLY.
• DISTANCE BETWEEN THE FACE OF THE POLE TO THE
BACK OF THE ANTENNAS/RRH SHALL NOT EXCEED 12"
• NO SLOPES ASSOCIATED WITH THE INSTALLATION OF THE
FACILITY AND ITS ACCESSORY USES SHALL BE CREATED
THAT ARE STEEPER THEN 2:1 UNLESS RETAINING WALLS,
REVETMENTS, OR OTHER STABILIZATION MEASURES
ACCEPTABLE TO THE COUNTY ENGINEER ARE EMPLOYED.
• THE PROPOSED FACILITY WILL NOT ADVERSELY IMPACT
ANY RECOURSES IDENTIFIED IN THE NATURAL
RESOURCES CHAPTER OF THE COUNTYS
COMPREHENSIVE PLAN, OR THE PARKS AND GREEN
SYSTEMS CHAPTERS IN ANY COUNTY MASTER PLAN
PROPOSED EQUIPMENT (75'1:
• (3) RW65B-C3-3XR
• (4) MICROFLECT P/N B2624
• (6) 2-7/8"0 PIPE MOUNTS
• (3) HYBRID CABLES
• (2) CATS CABLES
PROPOSED EQUIPMENT (701:
• (3) 4X45W RRH (1 PER SECTOR)
• (1) IBR1300-DS
• (1) MICROFLECT P/N 82624
PROPOSED EQUIPMENT (671:
• (3) 2X50W RRH (1 PER SECTOR)
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GENERAL NOTES
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS
OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE
REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES.
3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS
OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR
ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE
OVERALL INTENT OF THESE DRAWINGS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR
TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT
OF CONSTRUCTION OF THIS FACILITY.
5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND
LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS.
6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE
PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO
INSTALLATION.
8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/EIA/TIA 222-G REQUIREMENTS.
9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
10, CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING.
11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PROJECT AREA, CONTRACTOR
MUST LOCATE IT AND CONTACT THE APPLICANT & THE OWNER'S REPRESENTATIVE.
12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION BY TECHNICIANS APPROXIMATELY 2
TIMES PER MONTH.
13, PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR MODIFICATION OF THE EXISTING
STRUCTURE, A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT
THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE
TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES.
14. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX MAPS, AND PLANS OF RECORD AND
SHOULD NOT BE CONSTRUED AS AN ACCURATE BOUNDARY SURVEY.
15. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
16. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY.
17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION (NO HANDICAP ACCESS
REQUIRED).
18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE
19. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
NOTE:
• ILLUMINATION OF MONOPOLE ONLY IF REQUIRED BY FAA.
• PROPOSED ANTENNAS, EQUIPMENT FRAME, CABINETS AND
ALL APPURTENANCES TO BE PAINTED SHERWIN WILLIAMS
- UMBRA - SW4008 (INDUSTRIAL AND MARINE
COATING).
• STRUCTURAL ANALYSIS PERFORMED INDEPENDENTLY
FROM THESE CONSTRUCTION DRAWINGS.
• RRH = REMOTE RADIO HEAD
ADDITIONAL NOTES:
• THE ONLY ON-SITE LIGHTING PROPOSED IS MOUNTED
ON THE PROPOSED CABINETS. THE UGHTING IS FOR
TEMPORARY MAINTENANCE ONLY.
• DISTANCE BETWEEN THE FACE OF THE POLE TO THE
BACK OF THE ANTENNAS/RRH SHALL NOT EXCEED 12"
• NO SLOPES ASSOCIATED WITH THE INSTALLATION OF THE
FACILITY AND ITS ACCESSORY USES SHALL BE CREATED
THAT ARE STEEPER THEN 2:1 UNLESS RETAINING WALLS,
REVETMENTS, OR OTHER STABILIZATION MEASURES
ACCEPTABLE TO THE COUNTY ENGINEER ARE EMPLOYED.
• THE PROPOSED FACILITY WILL NOT ADVERSELY IMPACT
ANY RECOURSES IDENTIFIED IN THE NATURAL
RESOURCES CHAPTER OF THE COUNTYS
COMPREHENSIVE PLAN, OR THE PARKS AND GREEN
SYSTEMS CHAPTERS IN ANY COUNTY MASTER PLAN
PROPOSED EQUIPMENT (75'1:
• (3) RW65B-C3-3XR
• (4) MICROFLECT P/N B2624
• (6) 2-7/8"0 PIPE MOUNTS
• (3) HYBRID CABLES
• (2) CATS CABLES
PROPOSED EQUIPMENT (701:
• (3) 4X45W RRH (1 PER SECTOR)
• (1) IBR1300-DS
• (1) MICROFLECT P/N 82624
PROPOSED EQUIPMENT (671:
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Cover to be Removed as necessary to allow the installation the Access Drive
Approximate Location of the Access Drive
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