HomeMy WebLinkAboutSP199900062 Action Letter
February 23,2000
COUNTY OF ALBEMARLE
Department of Planning & Community Development
40 I Mcintire Road, Room 218
Charlottesville, Virginia 22902-4596
(804) 296 - 5823
Fax (804) 972 - 4035
Dick Shearer
CFW - Intelos
POBox 1 238
Waynesboro, V A 22980
RE: SP-99-62 CFW CV Route 638/Interstate 64; Tax Map 72, Parcel 43B
Dear Mr. Shearer:
The Albemarle County Board of Supervisors, at its meeting on February 16, 2000, unanimously approved
the above-noted request to construct a wooden pole telecommunications facility at treetop height. Please
note that this approval is subject to the following conditions:
I. The height of the tower shall not exceed 5 feet above the height of the tallest tree within 25 feet of
the tower. Antenna may not extend above the height of the tower, and therefore shall not exceed a
total height of95 feet;
2. The tower shall be designed, constructed and maintained as follows:
a. The tower shall be of wood.
b. Guy wires shall not be permitted.
c, The tower shall have no lighting; and
d. All equipment mounted to the pole shall be painted or otherwise treated to match the pole
in color.
3. The tower shall be located on the site as follows:
a. The tower shall be located as shown on the attached plan entitled "lease parcel CFW Site
CY 160" (on fi Ie in the Clerk' s office),
4. Antennas may be attached to the tower only as follows:
a. The antennas shall be limited to those shown in a plan titled "CFW Wireless Mechum's
River CY 160" (on fi Ie in the Clerk's office),
b. Antennas shall be flush mounted to the pole; and
c. Satellite and microwave dish antennas are prohibited.
Page 2
February 23, 2000
5. The tower shall be used, or have the potential to be used, for the collocation of other wireless
telecommunications providers, as follows:
a. 'The pennittee shall allow other wireless telecommunications providers to locate antennas
on the tower and equipment on the site, subject to these conditions:
(l) Prior to approval of a final site plan for the site or the waiver of the site plan
requirement, the permittee shall execute a letter of intent stating that it will make a
good faith effort to allow such location and will negotiate in good faith with such
other provider requesting locate on the tower or the site; and,
(2) The pennittee shall provide to the County, upon request, verifiable evidence that it
has made a good faith effort to allow such location. Verifiable evidence of a good
faith effort includes, but is not limited to evidence that the pennittee has offered to
allow other providers to locate on the tower and site in exchange for reciprocal
rights on a tower and site owned or controlled by another provider within
Albemarle County.
6, Each outdoor luminaire shall be fully shielded such that all light emitted is projected below a
horizontal plane running through the lowest part of the shield or shielding part of the luminaire. For
purposes of this condition, a luminaire is a complete lighting unit consisting of a lamp or lamps
together with the parts designed to distribute the light, to position and protect the lamps, and to connect
the lamps to the power supply. Outdoor lighting shall be limited to periods of maintenance only, A
lighting plan must be provided with the building pennit applicatioQ,
7. Prior to beginning construction or installation of the tower or the equipment building, or installation of
access for vehicles or utilities, the permittee shall obtain authorization from the Director of Planning to
remove existing trees on the site outside the access easement and tower lease area, The Director of
Planning shall identifY which trees may be removed for such construction or installation, Except for
the tree removal expressly authorized by the Director of Planning, the permittee shall not remove
existing trees within two hundred (200) feet of the tower, the equipment.
8, The pennittee shall comply with section 5,1.12 of the Zoning Ordinance.
9, Fencing of the lease area shall consist of a wooden fence of wood color, which is limited to a 10 foot
by 10 foot area and 6 feet in height. {?'I'tý FÙJlta.. Ok- 1)It1rff
10, The tower shall be disassembled and removed from the site within ninety (90) days of the date is use
for wireless telecommunications purposes is discontinued.
11. The permittee shall submit a report to the Zoning Administrator once per year, by not later than July 1
of that year. The report shall identifY each user of the tower and shall identifY each user that is a
wireless telecommunications service provider.
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Page 3
February 23,2000
12. No slopes associated with construction of tower and accessory uses shall be created that are steeper
than 2: 1 unless retaining walls, revetments, or other stabilization measures acceptable to the County
Engineer are employed.
13. The access road shall be built with side slopes on cut and fill slopes at 2: 1 or flatter; and,
14, The access road shall disturb no more than 75' in cross section,
In the event that the use, structure or activity for which this special use permit is issued shall not be
commenced within eighteen (18) months after the issuance of such permit, the same shall be deemed
abandoned and the authority granted thereunder shall thereupon terminate. For purposes of this section,
the term "commenced: shall be construed to include the commencement of construction of any structure
necessary to the use of such permit within two (2) years from the date of the issuance thereof which is
thereafter completed within one (1) year.
Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the
Zoning Department will issue a clearance, you must comply with the conditions in this letter. For further
information, please call Jan Sprinkle at 296-5875,
If you should have any questions or comments regarding the above-noted action, please do not hesitate to
contact me.
Sincerely,
~'w~erg
Director of Planning &
VWC/jcf
Cc: Amelia McCulley
Jack Kelsey
Tex Weaver
Steve Allshouse
Bob Ball, VDOT
LEASE PARCEL
CFW SITE CV 160
400 SQ. FT.
S3S'47'2S"E~3S'47'2'S"E
1.96' ZO.OO
4 SS41Z'3S"W
~11- .....- 20.00'
/ ,. 1~
~, / N3S"47'ZS"W
NS41Z'3S"E 20.00'
20.00'
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NOT TO ~ '1'
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HERBERT CRAFTS BARRELL
D.B. 291 PG. 600 (PLAT)
W. B. 74 PG, 405
TAX MAP 72 PARCEL 43B
DELTA
31fõY1õ"
38'36' 46"
69'48'20"
6S"S9'3S"
301S'31"
15"20'3S"
08"OS' 48"
66"58' 4S"
02"5S'32"
2617'00"
97"42'00"
CHD. BRG.
519"33' 4O"E
S20"50'12"E
5051 S'S6"E
S03"20'19"E
S51"27'51"E
S58"SS'19"E
S4712'03"E
S76"38'35"E
N71 1 9' 48"E
N59'39'04"E
'$84"38'25"E
CURVE DATA
NO RAD. ARv. TAN. CHD.
C1 276.08' 173.72' 89.84' 170.87'
CZ 270.10' 182.03' 94.62' 178.60'
C3 91.00' 110.87' 63.49' 104.13'
C4 SO. 00' 57.59' 32.47' 54,46'
C5 23S.00' 124.11' 63.54' 122.67'
C6 400.00' 107.12' 53.88' 106.80'
C7 810.00' 114.47' S7.33' 114,37'
C8 68.00' 79.S0' 44.99' 75.05'
C9 ~OOO.OO 153.18' 76.61' 1S3.17'
IC10 295.69 135.64' 69.04' 134.46'
C11 35.00' 59.68' 40.05' 52.71'
MARGARET F, BARRELL et.al
D,B, 1477 PG. 379
TAX MAP 72 PARCEL 43A-
EXIST. SO' ACCESS
EASEMENT
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SURVEY OF A
LEASE PARCEL &
INGRESS/EGRESS EASEMENT
FOR CFW WIRELESS
ON THE LANDS OF
HERBERT CRAFTS BARRELL
WHITE HALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
999
HERBERT CRAFTS BARRELL
D.B. 291 PG. 600 (PLAT)
W. B. 74 PG. 405
TAX MAP 72 PARCEL 43B
IF ANY NOT SHOWN.
1" = ZOO'
DECEMBER Z2,
NOTES:
O'IfN ER:
SCALE:
DATE:
1.
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INGRESS/EGRESS
EASEMENT
15'
NO 11 TIE
OTHER EASEMENTS
REPORT FURNISHED.
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UTILITY
POLE
UìlLlTY
POLE
S66"35'37"E
14.58'
S36"20'06"E
S06.84'
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--~--
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501 "32'05"E
80.7S'
THIS LEASE PARCEL IS NOT IN A F.E.M.A. flOOD
HAZARD ZONE "A" OR "B".
LEASE PARCEL DERIVED FROM A FIElD SURVEY
AND PLATS AND RECORDS FOUND IN THE ClERK'S
OFFICE OF ALBERMARLE COUNTY, VIRGINIA.
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DENOTES IRON PIN SET
DENOTES IRON PIN FOUND
3.
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111,46'
SITE
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75,1'
82,7'
51.8'
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63,0'
36,)'
65,7'
TREE DATA
TREE TYPE
OAK TREE
14" PINE
14" OAK
8" MAPLE
16" OAK
16" OAK
10"OAK
14" OAK
A~~
N77'36'S7"W //'-
262.42' ..... ~;("--- EXIST. ROAD. SEE D.S. 376
/;;-/ PG, 331 FOR RIGHT-OF-WAY
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STA~TE _;// A
683 /-;-
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20' RIGHT-OF-WAY
R = 200,00'
A = 77.33'
A
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N/F BERNICE M, McCLAMMER
WB, 73 PG, 505
O.B, 376 PG. 332 (PLAT)
TAX MAP 72 PARCEL 42A
376Z.34'
297.0S'
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INCOMING POWER
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POLE LOCATION TO
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LIGHTNING ROD
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GROUND TO BUSSBAR, ANTENNA
COPPER STAPLES
EVERY 36"
FRONT SIDE OF POLE
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GROUND TO LIGHTNING
ROD, COPPER STAPLES
. . EVERY 36"
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-SOLID GROUND (#2 TINNED) CABLE
FRÖMBUSS, BAR TO ROD
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ANTENNAS ARE TO BE LOCATED
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7/8' COAX TO BE USED Date:
I TO BE FURNISHED BY CF~
I . 10-13-99
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CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHAlL BE:
1. CONCRE1! CAST AGAINST AND PER..ANEN11. Y EXPOSED EARTH___3-
2. CONCRETE EXPOSED TO EARiH. WEATHER._._.___..._2·
3. SLABS...........___...···.._·.._3/4·
4. AlL OTHER CONCRE1E...____......__·.._..1 1/2:'
E.
N01ES:
EQUIPMENT FOUNDATION
1.
CONCRETE SLAB
2' (ClR)
PAD SURFACE SHAlL RECEI'Æ\
A SMOOlH '!ROWEl FINISH
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UNLESS INDlCAiED OTHERWISE ON THE DRAWINGS. REINFORCEMENT SPUCES
SHAlL "EET ClASS B. TENSION LAP REQUIREMENTS IN ACCORDANCE WITH AlL
PROVISIONS OF ACI 318 LA iEST EDITION. UNlESS NOiED OTHERWISE..
CURING COWPOUNDS SHALL CONFOR" TO AST10t C-3Q9.
ADMIXlURES SHAlL CONFORM TO THE APPROPRIAlE AS'N STANDARD AS
REFERENCED IN ACI-301.
DO NOT VÆlD OR TACI<VÆlD REINFORCING S'TŒ..
AlL DOYtELS. ANCHOR BOLTS. DABEDOED srœ.. ELECTRICAL. CONDUITS. PIPE
SLEEVES. PIPING. INSERTS. GROUNDS AND ALL OTHER EMBEDDED
IlÐotS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRE1!
PLACEMENT.
LOCAlE ADDITIONAL. CONS1RUCTlON JOINTS REQUIRED TO FAClUTAlE
CONSlRUCTlON AS ACCEPTABIL TO DlGlNEER. PLACE REINFORCEMENT
CONTINUOUSLY THROUGH JOINT.
REINFORCEMENT SHAlL BE COLD BENT Yo1iENEVER BENDING IS REQUIRED.
COLD-WEATHER PLACING: COWPLY WITH PROVISIONS OF ACI 306 ANt) AS
FOlLOws. PROlECT CONCRETE WORK FROM PHYSICAL. DAMAGE OR REDUCED
STRENGTH THAT COULD BE CAUSED BY FROST. FREEZING ACTIONS, OR LOW
lÐotPERA 1\JRES.
F.
G.
H.
L
J.
COWPONENTS FOR CONSlRUCTlON
NOT INClUDE NECESSARY
DRAWINGS DO
B.
c.
ml POLY ON
UNDIS1\JRBED SUBGRADE
EXISTING ANt)
FINISH GRADE
D. EACH CONTRACTOR SHAlL COOPERAlE WITH THE OWNER'S REPRESENTATI'Æ. AND
COQRDINAlE ~IS WORK YI1TH 1HE WORK OF OTHERS.
DESIGN LOADS
A. ELECTRICAL. CABINET:
2.
CRUSHED STONE (MIN.)
(BEDROCK OR
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CABINET
EQUIP..ENT
PSF
B. PRESUMPTI'Æ BEARING CAPACITY: 2.000
EXCAVA TlONSjF'OUNOA TlON
A. FOUNDATION EXCAVATION SHAlL BE
"A'TERIALS.
HENN!!ISY
3.
FOUNDA~ON AND PAD
NO SCAIL
Yo1iEN AIR lÐotPERA1\JRE HAS FALLEN TO OR IS EXPECiED TO FAlL BELOW
401'(4'C) UNIFOR..LY HEAT WATER AND AGGREGA1ES BEFORE ..IXlNG
TO OBTAIN A CONCRE1E ..IXTURE lÐotPERA1\JRE OF NOT LESS THAN S01'
(10'C) AND NOT "ORE THAN 8O'F(27'C) AT POINT OF PlACEMENT.
N.
HAND- TRI....ED TO REMO'Æ LDOSE
B.
C.
-
1. DO NOT USE FROZEN "A'TERIALS CONTAINING ICE OR SNOW.
2. DO NOT USE CALClU.. CHLORIDE. SALT. ANt) OTHER "A'TERIAlS CONTAINING
ANTIFREEZE AGENTS OR CHDAICAL ACCELERATORS UNlESS OTHERWISE
ACCEPiED IN MIX DESIGNS.
3. PROVISIONS SHAlL BE ..ADE FOR ..AlNTAlNING THE CONCRE'ΠAT A
..INI..UM lÐotPERA 1\JRE OF NOT lESS THAN 5O'f' AND NOT "ORE THAN
851' FOR A PERIOD OF AT LEAST SE\Ð (7) DAYS.
4. USE OF NON-VEN'TED HEATERS SHALL NOT BE PERMIT1!D, AT THE END
OF THE CURING PERloo. GRADUALLY REDUCE THE lÐotPERA1\JRE AT A RATE
NOT TO EXCEED 1 DEGREE PER HOUR UN11L THE lÐotPERA1\JRE YI1THIN
lHE ENCLOSURE EQUALS THE lÐotPERA1\JRE OUTSIDE THE ENClOSURE.
IN ACCORDANCE WITH ACI 306.
D.
E.
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Date:
10-13-99
Sheet':
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HOT-WEATHER PlACING: Yo1iDl HOT WEATHER CONDITIONS EXIST THAT WOULD
SERIOUSLY I..P AIR QUAU1Y AND SlRENGTH OF CONCRE1E. PlACE CONCRE'ΠIN
CQIoIPUANCE WITH ACI 305 AND AS HERSN SPECIFIED
1.
COOL INGREDIENTS BEFORE ..IXlNG TO ..AlNTAlN CONCRE1! lÐotPERA1\JRE
AT TI..E OF PlACEMENT BELOW 901'(32'C). ..IXlNG WA'IER "AY BE CHILlED
OR CHOPPED ICE "AY BE USED TO CONTROl lÐotPERA1\JRE PROVIDED
WA'IER EQUIVAlENT OF ICE IS CALCULAiED 10 TOTAL. AMOUNT OF ..IXlNG
WATER
2. COVER REINFORCING S1EEL WITH WATER SOAKED BURLAP IF IT BECOMES
TOO HOT, SO THAT THE S1EEL lÐotPERA 1\JRE WIll NOT EXCEED THE
AMBIENT AIR TEMPERA 1\JRE I....EOIA TEL Y BEFORE I..BED..ENT IN CONCRETE.
3. FOG SPRAY FOR..S, REINFORCING srœ.. AND SUBGRADE ~ST BEFORE
CONCRE'ΠIS PLACED.
4. USE WA'IER-REDUClNG RETARDING ADWIX1URE Yo1iEN REQuiRED BY HIGH
TEMPERA 1\JRES. LOW HUMIDITY. OR OTHER ADVERSE PlACING CONDITIONS
WHEN ACCEPTABLE TO THE ENGINEER.
O.
BY
CONCRETE
A. DESIGN ANt) CONSlRUCTlON OF AlL CONCRETE EJ.Ð,tENTS SHALL CONFORM TO
THE LAiEST EDITIONS OF 1liE FOLLOWING APPUCABlE CooES: ACI 301
.SPEClFlCATlONS FOR SlRUC1\JRAL. CONCRE1! FOR BUILDINGS"; ACI 318,
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRE1!';
GENERAL
A. THESE
SAfETY.
CONTRACTOR SHAlL DEiERIoIINE EXACT LOCATION OF EXISTING UTlUTlES
BEFORE COM..ENClNG WORK. HE AGREES TO BE FUllY RESPONSIBLE FOR ANY
AND AlL DAMAGES Yo1iICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXAC11. Y
LOCATE AND PRESER'Æ UNDERGROUND UTlUTlES.
INCORREC11.Y FABRICAiED. DAMAGED. OR OTHERWISE ..1SF1TT1NG OR
NONCONFORMING "A TERtALS OR CONDITIONS SHAlL BE REPOR'TED TO THE OIfotlER
PRIOR TO REMEDIAL. OR CORRECTI'Æ ACTION. ANY SUCH ACTION SHAlL
REQUIRE APPROVAl. '
EX'IERIOR FOUNDATION BACI<F1I.L SHAlL BE SELEC'TED GRANULAR FILL
ALL S1RUC1\JRAL. BACKF1Ll AND SUBBASE UNDER SLABS-ON-GRADE AND
FOOTINGS SHALL BE'sv(' DR BETTER PER AS'N 0-2487 COWPAC'TED TO A
..INIMU.. 9511: STANDARD PROCTOR OENSl1Y PER AST10t 0 698.
DO NOT PlACE FOOTINGS IN WA'IER OR ON FROZEN GROUND.
SOIL BEARING SURFACES. pRE'JlOUSLY ACCEPiED BY OWNER'S REPRESENTATI'Æ.
Yo1iICH ARE ALLOWED TO BECOME SA 1\JRA iED. FROZEN OR DlS1\JRBED SHAlL BE
REWORKED 10 SATISfACTION OF OWNER'S REPRESENTATIVE.
DO NOT ALLOW GROUND BENE.U1i FOOTINGS TO FREEZE.
FOOTING EXCAVATIONS SHAll. BE CUT NEAT.
SUBGRADE BELOW SLAB-QN-GRADE SHAlL BE REVlEVÆD AND ACCEPiED
OIfotlER'S REPRESENT A TI'Æ BEFORE CONCRETE SLAB PLACEMENT.
4.
54'
46'
51'
TELCol 4' GALVANIZED
PIPE
STUB UP
,
2'
CONCRETE SHAlL BE NOR"AL. WEIGHT. 6" AIR DI'TRAlNED (::t1.5S) AND HA'Æ A
"INI"U" 28-DAY COMPRESSlv( STRENGTH OF 4000 PSI UNl£SS OTHERWISE NOTED.
REINFORCING SHAlL CONFOR" 10 AST10t A-615 WITH SUPPlÐoIENT. MINI..UM
YIElD SlRENGTH Fy _ 60 KSI. REINFORCING DETAILS SHAlL BE IN
ACCORDANCE WITH THE LATEST EDITION OF ACI 315.
FIBROUS REINFORCEMENT SHAlL BE MONOFILAMENT OR FIBRILlA 'TED POL Y1>ROPYl..ENE
ADDED AT A RATE OF 1.5 POUNDS PER CUBIC YARD. FlBROUR REINFORCEMENT SHAlL
BE CONSIDERED SECONDARY REINFORCEMENT AND SHALL BE INCLUDED IN AlL CONCRETE.
8.
C.
D.
PO\JER
10'
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Date:
10-13-99
GA 1EPOST 4" 0.0.
GALVANIZED S1EEL
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GALVANIZED GA1£ CEN1ER STOP- U1S"
6 1/2" DlA. WTH 1 1/4" SLOT,
1 3/fr SHANK IN A 1 S/S"
ÞUFESET~C;7~~ f!
DOUBLE SWING GATE W
NO SCALE
FIELD
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ON AS-BUILT DRAWINGS.
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A1SA24EU
AZIMUTH 2~ DOWNTlL T=O
COAX LENGTH (FT)*
CABLE -----
SIZE RX/TX
7/S"
2" WIN.
Cl.EARANCE
100'
ENGINEER TO UPDATE
2'-0" GA1£ OPENING
MAlLEABLE IRON FORK
TYPE LATCH WITH DROP BAR
AND WTH PROVISION FOR
PADLOCK (PAGE-WILSON TYPE 75
DOUBLE GA 1£ LA TCH ASSEMBLY OR EQUAL)
ANTENNA TO
PRIMARY RADIO 7/S"
CABINET
* ESTIMATED LENGTHS FROM AVAILABLE
S-O
DOWNTlL i=3
LENGTH (FT)*
RX/TX
100'
NFORMA TlON
1-1/2 PAIR INDUSTRIAL
MAlLEABLE IRON OFFSET
PIN HINGE (PAGE-WILSON
M-6 OR EQUAL)
RR90-1
90
AZIMUTH
COAX
CABLE
SIZE
TYPE
FROM/TO
END POST
ANTENNA
ARM
16"
UNE POST TIES
NK FENCE
, CRUSHED STONE SURFACE
2" )C 6" PRESSURE
1REA'IED WOOD CURB.
::Ii EXlS11NG GRADE
RACE TO DRAIN
WAY FROM TOWER YARD
2" )C 4" ( 1'-6" LONG
PRESERVATIVE PRESSURE 1REA'IED
WOOD STAKE AT 5'-0" O.C.
TYPICAL
TOP -
BARBED WIRE
CHAIN LINK FENCE
NO SCALE
1
CRUSHED STONE SURFACE
CHAIN UNK TOP SELVAGE BARBED
AND 'IV/IS'IED BOTTOM SELVAGE
KNUCKLED. INSTALL FABRIC
ON OUTSIDE
(NON-SECURE SIDE)
(MAX.)
10'
6"
TYP.
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ANTENNA LINE SCHEDULE
12"
SECTION THROUGH TOWER YARD
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