HomeMy WebLinkAboutARB201800022 Plan - Submittal (First) 2018-04-09PROJECT NARRATIVE
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
SITE ADDRESS:
2110 STONY POINT ROAD
CHARLOTTESVILLE, VA22911
JURISDICTION:
ALBEMARLE COUNTY
LATITUDE (NAD 83):
N 38. 03' 44.9981"
LONGITUDE (NAD 03):
W 78.25' 45.4313"
GROUND ELEVATION:
489.2' (AMSL) NAVD, 1988
ZONING:
RURAL AREA
PARCEL ID:
06200-00-00-06300
PARCEL AREA:
2,95 ACRES
CURRENT USE:
RESIDENTIAL - SINGLE FAMILY
PROPOSED IMPERVIOUS AREA:
36 SQ.FT.
PROPOSED DISTURBED AREA_
7,100 SQ.Fr.
PARCEL OWNER:
MATTHEW S. FARRELL
2110 STONY POINT ROAD
CHARLOTTESVILLE, VA22911
TOWER OWNER:
SHENANDOAH MOBILE, LLC ("SHENTEL")
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA229BO
STRUCTURE TYPE:
MONOPOLE
CLASSIFICATION GROUP:
U
CONSTRUCTION TYPE:
2B
PROPOSED RAD CENTER:
131.TAGL
OVERALL HEIGHT:
133.0'AGL (INCLUDING TOP OF FOUNDATION)
POWER PROVIDER:
CVEC (800) 367-2832
ACCESS DRIVE ENTRANCE
LATITUDE (NAD 83):
N 38' 03' 42.3174"
LONGITUDE (NAD 83):
W 78" 25' 44.0862"
APPLICANT
APPLICANT: SHENTEL
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA 22980
A.SHENTEL
SHENANDOAH MOBILE, LLC ("SHENTEL')
SHENTEL SITE NAME: STONY POINT
SHENTEL SITE NUMBER: 67014
2110 STONY POINT ROAD
CHARLOTTESVILLE, VA 22911
ALBEMARLE COUNTY
VICINITY MAP
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SITE
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DIRECTIONS
START OUT GOING WEST ON SHENANDOAH VILLAG DR TOWARD CAMDEN COYNER LN. TURN RIGHT ONTO US-340 N/ROSSER
AVE. MERGE ONTO 1-64 E TOWARD RICHMOND. TAKE THE US-250 EXIT, EXIT 124, TOWARD CHARLOTTESVILLE/SHADWELL.
TURN LEFT ONTO US-250 W/RICHMOND RD. TURN RIGHT ONTO STONY POINT RDNA-20. 211D STONY POINT RD,
CHARLOTTESVILLE. VA 22911-6053 IS ON THE LEFT.
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
• 209 NFPA 101, LIFE SAFETY CODE INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 61
• 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
•
•
Know what's below.
Call before you dig.
f PERMIT INFORMATION
COUNTY OF ALBERMARLE
DEPARTMENT OF COMMUNITY DEVELOPMENT
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA MW
(434) 296-5832
ATTN: PLANS REVIEWER
DRAWING INDEX
T-1
TITLE SHEET
EE-1
EASEMENT EXHIBIT
EE-2
EASEMENT EXHIBIT
EE-3
EASEMENT EXHIBIT
Z-1
SITE PLAN
C-1
COMPOUND PLAN
C-2
ELEVATION
C-3
ANTENNA & RRH DETAILS
CA
BASE EQUIPMENT DETAILS
C-5
EQUIPMENT PLATFORM
C-6
AREA TOPO MAP
PROJECT TEAM
ENGINEERING FIRM: NB-C ENGINEERING SERVICES, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
(804)648-4079
SITE ACQUISITION CONTRACTOR: SHANA SUTTON
NETWORK BUILDING+ CONSULTING, LLC.
4435 WATERFRONT DRIVE, SUITE 100
GLEN ALLEN, VA 23060
(804) 548-4079
SHENTEL CONSTRUCTION MANAGER: BRADLEY S. BAYS
SHENTEL
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA 229BO
(443) 454-0180
SHENTEL SITE ACQUISITION: DEBBIE BALSER
MANAGER, SITE ACQUISITION
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA 22080
540-941.4220, EXT 3071
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TOTALLY COMMITTEQ
B1i
NB.0 ENGINEERING SERVICES, LLC.
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.SHENTEL
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO. VA 22980
(877) 468-3567
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SHENTEL SITE NAME:
STONY POINT
Q
SHENTEL SITE ID: 67014
2110 STONY POINT ROAD
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CHARLOTTESVILLE, VA 22911
In
ALBEMARLE COUNTY
REVISIONS
8 02N51 FINAL
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4 ' 01117119' REVISED
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3 112/UM REVISED
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0 i 07I21M71 PRELIMINARYMt
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REV DATE : _ . S1i7612EiP310N -! BY
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Lic. No. 049978
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DATE 02/05/18
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�¢ 11 VA PROFESSIONAL ENGINEER LIC. #49973
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TREE INVENTORY
T.M.P. 62-498
N/F JOHN W. &
BETTY PROPST
D.B. 249/PG. 334
33/
D.B. 349 PG. 6 PLAT
ZONED RA \
-i
CEMETERY LOT
PROPOSED 1,33' MONOPOLE / 3
(INCLUDING TOP OF FOUNDATION)
LAT. N 38°03'44.9981 "
LON: W 78°25' 45.4313 \
T.M.P. 62-65
ELEV. 489.2'(NAVD 88) N.- EARLENE COLES i v
~.=. 1665/PG. 369
='�B 96 PG. 177 PLAT \
ll _ f r, i1 FOR DETAIL ZONED RA \ 46.
C
PROPOSED 45' x 55'
LEASE AREA
EXHIBIT NOTES
1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C.
P. 0. BOX 15039. CHESAPE.AKE, VIRGINIA, 23328-50394. PHONE: 757-482-0474.
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SURVEY DATE: JUNE 28, 2017. Exls2a
ACCESS EASEIdEN7
2. COORDNATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC GPS \
OBSERVATIONS, POST PROCESSED THROUGH NOAA'S OPUS WEBSITE AND CONVERTED
TO NAVD 88 AND N,AD 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND
HORIZONTAL COORDIANTES, RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS
CORPSCON SOFTWARE, VERSION 6.01 AND PUBLISHED BENCHMARKS.
3. NO SUB —SURFACE INVEST'GATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C.
THIS EXHIBIT DOES NOT GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF
UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, CONTACT
MISS UTILITY AT 1-800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF
UNDERGROUND UTILITIES.
4. THIS EXHIBIT WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT
DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT THE PROPERTY.
5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
6. THIS EXHIBIT DOES NOT REPRESENT A BOUNDARY SURVEY. THE RIGHT—OF—WAY,
PROPERTY LINE AND/OR EASEMENTS SHOWN HEREON REPRESENT A COMPILATION OF
RECORDED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS.
7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE WITHIN
FLOOD ZONE "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY — NATIONAL
FLOOD INSURANCE COMMUNITY NUMBER 51003C-0295 D, DATED FEBRUARY 4. 2005.
8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED WETLANDS, OR TIDAL WETLANDS, WAS
NEITHER INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE OF THIS EXHIBIT.
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\ TBR
TBR
I®� ( REFERENCE TREE-
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T.M.P. 62-63
N/F MATTHEW S. FARRELL
W.B. 42 PG. 491
D.B. 3043/PG. 584
\rf D.B. 3043 PG. 586 PLAT
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QiSRV6 O*ESIMT'
NUMBER
SPECIES
CALIPER
AGL HEIGHT
CANOPY HEIGHT
(404)
TWIN OAK
15..
108'
599' AMSL
(406)
POPLAR
24"
116'
608' AMSL
(408)
OAK
30'
117'
610' AMSL
(410)
OAK
8'
59'
551' AMSL
(412)
TWIN OAK
12"
91,
583' AMSL
(414)
TWIN OAK
12"
88'
578' AMSL
(416)
OAK
50.1
121'
610' AMSL
(418)
OAK
loll
80'
570' AMSL
(420)
POPLAR
10"
86'
574' AMSL
(422)
OAK
48'
131'
617' AMSL
(424)
OAK
24"
108'
592' AMSL
(426)
OAK
24"
126'
612' AMSL
(428)
POPLAR
48
126'
611, AMSL
(600)
OAK
6"
56,
546' AMSL
(602)
OAK
12'
55'
574' AMSL
(604)
BEECH
4"
64'
552' AMSL
(606)
POPLAR
15'
118'
606' AMSL
(608)
MAPLE
10°
35'
523' AMSL
(610)
POPLAR
15"
109'
597' AMSL
(612)
TWIN POP
18"
' 15'
603' AMSL
(614)
TWIN POP
20'
124'
612' AMSL
(616)
QUAD POP
18'
122'
609' AMSL
*TOTAL TREES TO BE REMOVED: 2
NOTES:
1. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD.
2. TREE DRIPLINES ARE DRAWN TO SCALE.
3. UNDERUNED TREE HEIGHTS HAVE BEEN CONFIRMED BY A
THIRD PARTY TOWER CLIMB.
SrO Y PE IN TjVE R�W
GRIP
30
PR
T.M.P. 62- 62
N/F ELNORA
DICKERSON ESTATE
W.B. 42 PG. 474
D.B. 309/PG. 371
D.B. 1594 PG. 282 PLAT
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GRAPHIC SCALE 1 "= 6D'
0 60 120 80
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TOTALLY COMMITTED
NBfC ENGINEERING SERVICES, LLC.
ASHENTEL
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA 22980
(877) 468-3567
EASEMENT EXHIBIT-SHENTEL
SITE ID: 67014
SITE NAME: STONY POINT
#2110 Stony Point Road
CHARLOTTESVILLE, VA 22911
ALBEMARLE COUNTY, VA
REVISIONS
4 I12112J171 RESIZE LEASE AREA
3 1112J9117 MOVELEASEAREA
2 110113/171 --ADD NOTES
1 �1 NEW POLE LOCATION
0 1712EV171 EASEMENT EXHIBIT
EV ! DATE i DESCRIPTiON
OBERT T. WILLIAMS, JR.
LIC. No. 002551
12-12--2 017
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LINE TABLE
LINE BEARING DISTANCE
L 1 5 43'03'35" E 55. DO 1/ L� \ kerb 6
L2 S 4655 25 "" W 45. 00 " /
L3 N 43'03 J5 " W 55. 00'
L4 N 46'56 25" E 45.00'
PROPOSED 133' MONOPOLE
(INCLUDING TOP OF FOUNDATION)
LAT: N 38°03'44.9981 "
LON: W 78'25'45.4313"
ELEV. 489.2'(NAVD 88)J'j,
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LEGAL DESCRIPTION PROPOSED 45' x 55' LEASE AREA
TAX MAP PAI?CEL 62-6J AS SHOWN
ON THAT
MAP IN DEED BOOK 3043 AT ED 45' x 55' LEASE AREA
PAGE 586 OF RECORD /N THE CLERK OFF T
THE CIRCUIT COURTS OFFICE, ALBEM.4RLE COUNTY, VIRGINIA; BEING MORE z TOTALLY COMMITTEQ
PARTICULARLY DESCRIBED AS FOLLOWS; 0
N9+C ENGINEERING 3EMCM, LLC.
BEGINNING AT AN IRON PIN AT THE NORTHWESTERLY MOST CORNER OF AN E^P^«E
EXISTING LEASE AREA, THENCE ALONG A TIE LINE S 46'19 J7" E A DISTANCE OF
60.98' TO A POINT BEING THE TRUE POINT AND PLACE OF BEGINNING
THENCE S 43'OJ'J5" E A DISTANCE OF 55.00' TO A POINT -
THENCE H E N T E L
THENCE S 465625" W A DISTANCE OF 45.00' TO A POINT,
THENCE N 43'03'35 " W A 0/STANCE OF 55. 00" TO A POINT;
THENCE N 46756 25" EA DISTANCE OF 45.00' TO A POINT WHICH IS THE TRUE 1150 SHEN/WDOAH VILLAGE DRIVE
POINT AND PLACE OF BEGINNING, HAVING AN AREA OF 2,475 50UARE FEET OR o
0.057 ACRES WAYNESBORO, VA 22980
(an) 46M567
o Il EASEMENT EXHIBIT-SHENTEL
SITE ID: 67014
o SITE NAME: STONY POINT
z #2110 Stony Point Road
�� I I CHARLOTTESVILLE, VA 22911
Lc ALBEMARLE COUNTY. VA
REVISIONS
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4�I7J17J17�RESIZELEASE AREA � RW
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N/F MATTHEW6S. FARRELL
�ROBERT T. WILLIAMS, JR?
W.B. 42 PG. 4
D.B. 584
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LIC. No. 002551
43 PG. 5
D.B. 30PG. 86 PLAT
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12-12-;?01
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EXISTING 20' ACCESS EASEMENT
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EXHIBIT
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GRAPHIC SCALE 1 "=20'
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T.Y.P. 62- 49B
N F JOI-IN W. &
BETTY PROPST
D.B. 249/PG. 334
D.B. 349 PC. 336 PLAT
ZONED RA
PROPOSED FALL ZONE
AREA=11,001 SQ. FT. OR
IRON PIN(F)
LEGAL DESCRIPTION OF A PORT[ON OF A PROPOSED FALL ZONE EASEMENT
A PORTION OF A PROP05LO FALL ZONE EASEMENT ON TAX MAP 62 PARCEL 65 AS RECORDED IN DEED BOOK 1665 AT PAGE 369: NOW
OR FORMERLY CARLENE COLES SITUATE ON THE NORTHERLY SIDE OF STATE ROUTE 20, LOCALLY KNOWN AS STONY POINT ROAD IN THE
RIVANNA DISTRICT OF ALBEMARLE COUNTY, VIRGINIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT AN IRON PIN ON LINE BEING 37.16' FROM THE "CORNER" AS SHOWN ON THAT PLAT RECORDED IN D.B. 3043 AT PAGE 586
\ AND BEING THE SOUTHEASTERLY CORNER OF SAID TAX MAP 62 PARCEL 63; THENCE N 3741'31" IN A DISTANCE OF 159,38' TO A POINT
1 \ BEING THE TRUE POINT AND PLACE OF BEGINNING OF A PORTION OF A FALL ZONE EASEMENT ON TAX MAP 62 PARCEL 63; THENCE ALONG
r TWO EVEN SEGMENTS OF A CURVE HAVING A RADIUS OF 133.00' AND AN ARC LENGTH OF 279.92': N 62'50'18" W A DISTANCE OF 133.59'
TO THE MIDPOINT OF SAID CURVE; THENCE N 02'32'42" E A DISTANCE OF 133.59' TO A POINT BEING THE END OF SAID CURVE;
THENCE S 32'41'31" E A DISTANCE OF 231.04' TO A POINT WHICH IS THE TRUE POINT AND PLACE OF BEGINNING HAVING AN AREA OF
11,001 SQUARE FEET OR 0.253 ACRES.
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T.M.P. 62-63A IRON PIN(F) %
N/F LESTER L. SIW17" x T.M.P. 62-62
G.B. 3043/PG. 584 N/F ELNORA
ZONED RA DICXERSON ESTATE
CEMETERY LOT IRON PIN(F) W B. 42 PG. 474
\ D.B. 309/PG. 371
D.B. 1594 PG. 282 PLAT
ZONED RA
\
\
EXISTING 25' ACCESS EASEMENT
D.B. 3043/P. G. 586
` X
S \ \
EASEMENT
0.253 ACRES
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T.M P. 62- 63
T.M.P. 62-65 N/F MATTHEW S FARRELL
N/F EARLENE COLES \� W B. 42 PPG. 491
O.B. 1665/PG. 369 D.B. 30404 �P . 584
PLAT
D.B. 96 PG. 177 PLAT \`' ZONED RA ZONED FA\
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CURIE TABLE
CURIE RADIUS ARC LENGTH TANGENT DELTA ANGLECHORD BEARING CHORD LENGTH
C I 133 GO 279.92 233.11 120'35 11 " S ..'241 31 E 12,31.04 \
IRON PiN(F) I PT ZO1
ON LINE 0 37.16= l I
.' S1-0rJY PAS PIP
30 P GRAPHIC SCALE 1 "=80'
01 80, 160, 240'
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EASEMENT EXHIBIT - SHENTEL
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SITE ID: 67014
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SITE NAME: STONY POINT
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REVISIONS
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GRA. 06200-00-00-04980 / \
OWNER.* FLICKER HILL LLC 2 \
AREA: 0.2580 ACRES
rci ADDRESS• 1029 FLICKER DRIVE �k
/ GAIN., 06-900-00-00-06300 \
/ OWNER.- FARRELL, MAT7HEW S. \
AREA: 2.9520 ACRES
EX/51/N9 ADDRESS,2110 57VAIY POINT ROAD
WOODED AREA \
\
` N EXISTING FENCED \
� - %COMPOUND
GPIN• 06200-00-00-063 b /'
SMITH, LESTL72 L EX/SANG 120'
\ OWNER,, 0.2580 ACRES /— MONOPOLE
A ADDRESS.' CEM47ERFOREST HILLS AVELOT
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NVODEO ARFA
GP/N.- 06200-OO-00-06200
OWNER. DICKERSON, ELNORA EST.
MARGARET M SZINN
AREA: 4.0 ACRES
'ID 133' RADIUS ADDRESS.' 210E STONY POINT RGi40
SETBACK
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PROPOSED 15'x30'-SHENTEL ?�� J1 �' �► -.� '�' £X1571,NG ACCESS d• \
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PROPOSID i33' MONOPOLE
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EXISTING
PROPERTY LINE - \
SETEIACK (TYP.J
GP/N: 06200-00-00-06500 \ \
OWNER.- EARLENQ COLS
AREA: 2.0180 ACRES
ADDRESS.• T108 STONY POINT RLND EXK77NG
U7?4-rY ROLE
/ ice%
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E-YIS71NG /
WOODED AREA
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AREA '
EXISTING 12' GRAh2
ACCESS RW 0 \
EXISTING \
SHED \
EXIS77NC
RESIDENCE \
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aw \t
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\t �ISTING PROPER
GRAPHIC SCALE
(i),91TE PLAN m o eo_ teo am
Z-1 SCALE: 1' - 80'-0' L M
(IN FEET)
t INCH= 80 FEET
LEGEND
SUBJECT PARCEL
` - ABUTTERS
--� --� PROPOSED LEASE AREA
PROPOSED FENCE
GENERAL NOTES
1, THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS
RECORD.
2, NO SIGNIFICANT NOISE, SMOKE. DUST, OR ODOR WILL RESULT FROM THIS
FACILITY.
3. THE FACILITY 15 UNMANNED AND NOT INTENDED FOR HUMAN HABITATION.
THERE IS NO HANDICAP ACCESS REQUIRED.
4. THE FACILRY 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 "STONY POINT" DATED 12/13/17.
7. REFER TO SURVEY DOCUMENT ON SHEET EE-1 THROUGH EE-3 FOR A!L
LEASED AREA, ACCESS do UTILITY EASEMENT AND PROPERTY BOUNDARY
INFORMATION.
B. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS,
THE PROPOSED TELECOMMUNICATIONS SITE IS LOCATED IN ZONE "X',
COMMUNITY PANEL NO. 51003C-0295 D, DATED 02-04-2005.
9- SITE ADDRESS IS 2110 STONY POINT ROAD, CHARLOTTESVILLE, VA 22911.
10. FROM ALBEMARLE COUNTYS RECORDS, THE EXISTING RESIDENCE IS
APPROX. BOO SQ. FT. AND THE EXISTING SHED IS LESS THAN 500 SQ.
Ff-
11. PROPOSED SITE TO UTILIZE EXISTING PARKING SPACE(S).
TOWER SIZING CHART
PROPOSED TOWER
STEEL POLE
NORTHING 1 39104-42
FASTING 11503276
LATITUDE 35.03'44.9981"
LONGITUDE 78.25'45.4313'
GROUND ELEV. 489.2
TOP ELEV. 622.2'
HEIGHT AGL 133.0'
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2110 STONY POINT ROAD
CHARLOTTESVILLE, VA 22911
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PROPOSED OWE MONOPOLE.
(INCLUDING TOP OF FOUNDATION) TOWER SHALL BE _
PAINTED SHERWIN WIILAMS "UMBRA SW4008"
INDUSTRIAL AND MARNE COATING
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PROPOSED 30' FENCED AREA —
PROPOSED 12' ACCESS GATE -'
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TOP OF PROPOSED MONOPOLE
ELEY.=62227 AMSL
dt�PROPOSED SHENTEL ANTENNA CENTERLINE
EIEV.=519.1 AMEL
.dNPROPOSED SHENTET_ RRH CENTERLINE
AMSL
70P OF REFERENCE TREE
ELEY.=612. I' AM51
01tPROPOSED SHENTEL RRH CENTERLINE
EROPOS72.1 AMSL
$PROPOSFD SHENTEL RRH CENTERLINE
ELEI'.=609.1' AMSL
REFERENCE TREE
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PROPOSED SHENTEL
IDR1300_DS ANTENNA
PROPOSED SHENTEL RRII 4X45
MOUNTED BELOW ANTENNA —
(TYP.OF 3)
29'-4'
HIGHEST POINT OF 1' DA.
% LIGHTNING ROD ® 824.1' AMSL
--] I I— 18• POLE DAA AT TOP
PROPOSED SHENTEL ANTENNA
(IYP. OF 3)
PROPOSED SHENTEL RRH CENTERLINE
ELEV.=614.1' AMSL
PROPOSED SHENTEL RRH CENTERLINE
ELEV.=611.1 AMSL
PROPOSED SHENTEL RRH 2X50
MOUNTED BELOW ANTENNA
(TYP.OF 3)
( ) RID
CABLES AND
E(2) H /2' CA 5 CABLES
(RUN INSIDE MONOPOLE)
PROPOSED 132' MONOPOLE
(133'INCLUDING TOP OF FOUNDATION)
TOWER DIMENSION
AT BASE=60' DA.
(30" MAX POLE DIAMETER)
PROPOSED SHENTEL
ICE BRIDGE
PROPOSED SHENTEL EQUIPMENT
ON STEEL PLATFORM
GENERAL NOTES
1. THE OOKTPACTOR 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 INCWDE 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 ANSVEA/TIA 222—G REQUIREMENTS.
9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL AND THEN PAINTED SHERWIN
WILLIAMS — UMBRA — SW4008 (INDUSTRIAL AND MARINE COATING).
10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TD 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 do 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 MONFFORED BY A SEPARATE METER.
20. THE FACILITY IS NOT LOCATED SO THAT IT AND THREE (3) OR MORE EXISTING OR APPROVED
PERSONAL WIRELESS SERVICE FACILInES ARE WITHIN AN AREA COMPRISED OF A CIRCLE CENTERED
ANYWHERE ON THE GROUND HAVING A RADIUS OF TWO HUNDRED (200) FEET.
NOTE:
ILLUMINATION OF MONOPOLE ONLY IF REQUIRED BY FAA.
• PROPOSED MONOPOLE, ANTENNAS, EQUIPMENT FRAME,
CABINETS AND ALL APPURTENANCES TD BE PANTED
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 LIGHTING 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 POW, OR THE PARKS AND GREEN
SYSTEMS CHAPTERS IN ANY COUNTY MASTER PLAN
TOWER ELEVATION
C-2 SCALE: V=19'-(r
GRAPHIC SCALE
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IN FEE)
I INCH= 16 FEET
PROPOSED EQUIPMENT (131').
• (3) RW65B—C3-3XR
• (4) MICROFLECT P/N B2624
• (B) 2-7/8'0 PIPE MOUNTS
• (3) HYBRID CABLES
• (2) CAT5 CABLES
PROPOSED EQUIPMENT 1126'1:
• (3) 4X45W RRH (1 PER SECTOR)
• (1) IBR1300_DS
• (1) MICROFLECT P/N B2624
• (3) 2X50W RRH (1 PER SECTOR)
• (1) MICROFLECT P/N B2624
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PROPOSED PIPE MOUNT _ (TYP OF 2 PER SECTOR)
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ANTENNA WEIGHT: 50.7 LES
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PROPOSED MONOPOLE -
PROPOSED PIPE MOUNT _
MICROFLECT P/N 31832
PROPOSED TRI-BRACKET MOUNT %
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PROPOSED REMOTE
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PROPOSED MONOPOLE -
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B PROPOSED 2X50 RRH MOON )`ING DETAIL
G3 SCALE: 3I16"=1'-0•
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AREA 80.588 SQ IN.
MECHANICAL SPECIFICATIONS:
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WIDTH: 7.87 IN
DEPTH: 3.54 IN
WEIGHT: 8.82 LB
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SHNLL BE WOOD PRESEWAATNE GENEROUSLY � WITH CHARLOTTESVILL.E, VA 22911
ALBEMARLE COUNTY
FENCE h GATE NOTES•
1 PROVIDE HALF MOON CONCRETE GATE KEEPER FOR DROP ROD
2. PROVIDE GATE CATCHES AT REQUIRED LOCATIONS
3. FENCE SHALL BE INSTALLED WITH THE FINISHED SIDE FACING OUTWARD
4. GATE TO BE SECURE WITH A MULTI -LOCK SYSTEM TO PREVENT UNAUTHORIZED ACCESS TO TELECOM FACILITY.
— 6.00'
PROPOSED 133'
STEEL MONOPOLE TOWER -
(INCLUDING TOP OF FOUNDATION)
PROPOSED
ANCHOR BOLTS -
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TOWER DIMENSION
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EXPECTED, CHANGES TO THE SITE'S CONFIGURATION MAY BE REQUIRED. PROPOSED SITE WILL RECEIVE A
9925 AND BATTERY CABINET. NSG PORT 1 SHOULD BE U5EU FOR RET CONTROL FROM 040 OR 4X45. IN
DC POWER CABLES, USE CONDUCTOR WITH BLACK INSULATION FOR 'RETURN IN A -46VDC SYSTEM, USE
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ANTENNA PORT 3, 4X45 PORT 2 TO ANTENNA PORT PORT 4, 4X45 PORT 3 TO ANTENNA PORT 5, 4X45
PORT 4 TO ANTENNA PORT 5. CONNECT 50 OHM MECA 401-12AWWP 7/16 DIN FEMALE TO ANTENNA
PORT 7, 50 OHM MECA 401-12AWWP 7/18 HN FEMALE TO ANTENNA PORT 8-
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