HomeMy WebLinkAboutSP199900010 Approval - County Special Use Permit 1999-05-27
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COUNTY OF ALBEMARLE
Dept. of Planning & Community Development
401 Mcintire Road
Charlottesville, Virginia 22902-4596
(804) 296-5823
May 27, 1999
Dick Shearer
CFW Wireless
1150 Shenandoah Village Drive
Waynesboro, VA 22980
RE: SP-99-10 CFW (Overlook)
Tax Map 53, Parcel 6
Dear Mr. Shearer:
The Albemarle County Board of Supervisors, at its meeting on May 19, 1999, unanimously
approved the above-noted request construct a treetop tower to support PCS antenna. Please note
that this approval is subject to the following conditions:
1. The height of the tower shall not exceed seven (7) feet above the height of the tallest tree
located at the same base elevation as the facility within fifty (50) feet of the facility;
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. The tower shall not be painted and shall be natural wood color;
3. The tower shall be located on the site as follows:
a. The proposed facility shall be located adjacent to the existing access easement,
shown on the site plan, and no tree shall be removed;
4. Antennas may be attached to the tower only as follows:
a. Antennas shall be limited to those shown in a plan titled "CFW Wireless Scenic
Lookout CF 159"; and
b. Satellite and microwave dish antennas are prohibited;
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 permittee shall allow other wireless telecommunication providers to locate
antennas on the tower and equipment on the site, subject to these conditions:
(1) 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
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May 27, 1999
(2) The permittee 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 permittee 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.
(The use of this facility by additional telecommunication providers will require amendment
of this special use permit. The presence in this condition in no way implies approval of
additional uses for this facility or this property.);
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 p~rts 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 ónly;
7. The permittee shall comply with Section 5. 1. 12 of the Zoning Ordinance. Fencing of the
lease area shall not be required;
8. The tower shall be disassembled and removed from the site within ninety (90) days of the
date its use for wireless telecommunications purposes is discontinued;
9. 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;
10. No slopes associated with construction of the 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;
11. The access road shall be built with side slopes on cut and fill slopes at 2: 1 or flatter; and
12. The access road shall disturb no more than seventy-five (75) feet 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.
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May 27, 1999
Page 3
If you should have any questions or comments regarding the above-noted action, please do not
hesitate to contact me.
Sincerely,
û
Development
VWC/jcf
Cc: Amelia McCulley
Jack Kelsey
T ex Weaver
Steve Allshouse
DATE
VIRGINIA
INDEX:
I"ING NO TITLE
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TITLE
1 LOCATION
2 "H" FRAME DETAILS
3 SITE PLAN
4 ANTENNA GROUND DETAIL
5 ANTENNA DESIGNS
6 STRUCTURAL DETAILS/ PAD
7 STRUCTURAL DETAILS
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APP
SCENIC LOOKOUT
CV 159
CFW
WIR :LESS
ALBEMARLE
COUNTY
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CONCRETE CAST AGAINST AND PERMANENn. Y EXPOSED EARTI-i
CONCRETE EXPOSED TO EARTI-i. WEA TI-iER.. ...............2·
SLABS........................... .........................3/4·
All. OTI-iER CONCRETE. /2
BE:
SHAll.
REiNFORCING BARS
AROUND
COVER
CONCRETE
1.
2.
3.
4.
UNLESS INDICATED OTI-iER'MSE ON TI-iE DRAWINGS, REINFORCEMENT SPUCES
SHAll. MEET CLASS B. TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALl
PROVlSlONS Of ACI 318 LA TEST ED 111 ON. UNLESS NOTED OTHER'MSE.
CURING COMPOUNDS SHALl CONFORM TO AS1\4 C-309.
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SLEEVES. PIPING. INSERTS, GROUNDS AND All. OTHER EMBEDDED
ITEMS AND FORMED DETAILS SHALl BE IN PLACE BEFORE START OF CONCRETE
PLACEMENT.
LOCATE ADDI1l0NAL CONSTRUC110N JOINTS REQUIRED TO FAClUTATE
CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMEN-;
CONTINUOUSLY THROUGH JOINT.
REINFORCEMENT SHALl BE COLD
K.
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42.000 LBS
CONCRETE SHELTER:
DESIGN LOADS
UGHTWElGHT
2
(BEDROO< OR
UNDISlURBED SUBGRADE
STRUClURAL Flll.)
FOUNDATION AND PAD
NO SCALE
IS REQUIRED.
WHENEVER BENDING
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PSF
2.000
B. PRESUMPTIVE BEARING CAPACITY:
EXCAVATIONS/FOUNDATION
3.
COLO- \\£A THER PLACING: COMPLY 'MTH PROVlSIONS OF ACI 306 AND AS
FOLl.OWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED
STRENGTH TI-iA T COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW
TEMPERA lURES.
M.
LOOSE
REMOVE
TO
HAND- TRIMMED
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SHAll.
EXCAVATION
FOUNDATION
MATERIALS.
A.
PROVlDE CORNER BARS AT EACH CORNER Of PAD.
BAR SIZE AND SPACING SHALl MATCH FOOTING RElNF.
NOTE:
I'II1EN AIR TEMPERA lURE HAS FALLEN TO OR IS EXPECTED TO FAll. BELOW
40'1'(4"0) UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING
TO OBTAIN A CONCRETE MIXnJRE TEMPERAnJRE OF NOT LESS THAN SO'l'
(10"0) ANO NOT t.4ORE THAN 80'1'(27"0) AT POINT Of PLACEMENT.
N.
EXTERIOR FOUNDATION BACKFlll. SHALL SELECTED GRANULAR
ALL STRUClURAL BACKFIll. AND SUBBASE UNDER SLABS-ON-GRADE AND
FOOTINGS SHAll. BE "SW" OR BETTER PER AS1\4 D-2487 COMPACTED TO A
t.4INIt.4UM 95% STANDARD PROCTOR DENSITY PER AS1\4 0 698.
DO NOT PLACE FOOTINGS WATER OR ON FROZEN GROUND.
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B.
C.
D.
DO NOT USE FROZEN t.4ATERIALS CONTAINING ICE OR SNOW.
DO NOT USE CALCIUM CHLORIDE. SALT. AND OTHER t.4ATERIALS CONTAINING
ANTIFREEZE AGENTS OR CHEt.4ICAL ACCELERATORS UNLESS OTI-iER'MSE
ACCEPTED IN t.4IX DESIGNS.
PROVlSlONS SHALL BE MADE FOR t.4AINTAINING TI-iE CONCRETE AT A
t.4INIMUt.4 TEMPERA nJRE OF NOT LESS THAN 50'1' AND NOT MORE THAN
85'1' FOR A PERIDD OF AT LEAST SEVEN(7) DAYS.
USE OF NON-VENTED HEATERS SHALl NOT BE PERMITTED. AT THE END
Of THE CURING PERIOD. GRADUALLY REDUCE TI-iE TEMPERA nJRE AT A RATE
NOT TO EXCEED 1 DEGREE PER HOUR UNTIL THE TEMPERA nJRE 'MTHIN
THE ENCLOSURE EQUALS THE TEt.4PERA lURE OUTSIDE TI-iE ENCLOSURE.
IN ACCORDANCE 'MTH ACI 306.
1.
2.
IN
12'
3.
4.
BY
ACCEPTED
SUBGRADE BELOW SLAB-ON-GRADE SHALL BE REVlEWED AND
O......ER·S REPRESENTATIVE BEFORE CONCRETE SLAB PLACEMENT.
54'
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HOT-WEATHER PLACING: I'II1EN HOT \\£ATHER CONDI1l0NS EXIST THAT WOULD
SERIOUSLY IMPAIR QUAUTY AND STRENGTH OF CONCRETE. PLACE CONCRETE IN
COMPUANCE WlTI-i ACI 305 AND AS HEREIN SPECIFIED
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1. COOL INGREDIENTS BEFORE IoAIXlNG TO MAINTAIN CONCRETE TEMPERAnJRE
AT TIME OF PLACEMENT BELOW 90'1'(32"0). MIXING WATER IoAA Y BE CHILLED
OR CHOPPED ICE loA A Y BE USED TO CONTROl TEMPERA nJRE PROVlDED
WATER EQUIVALENT Of ICE IS CALCULATED TO TOTAL AMOUNT OF IoAIXlNG
WATER
2. COVER REINFORCING STEEL 'MTI-i WATER SOAKED BURLAP IF IT BECOIoAES
TOO HOT, SO TI-iA T TI-iE STEEL TEMPERA lURE 'Mll. NOT EXCEED THE
AIoABIENT AIR TEMPERA nJRE IMMEDIA TEL Y BEFORE IIoABEDMENT IN CONCRETE.
3. FOG SPRAY FORMS. REINFORCING STEEL. AND SUBGRADE .lJST BEFORE
CONCRETE IS PLACED.
4. USE WA TER--REDUClNG RETARDING ADMIXnJRE WHEN REQUIRED BY HIGH
TEMPERA nJRES. LOW HUMIDITY. OR OTHER ADVERSE PLACING CONDI1l0NS
I'II1EN ACCEPTABLE TO TI-iE ENGINEER.
O.
TO
CONCRETE
A. DESIGN AND CONSlRUCTION Of All. CONCRETE El..EMENTS SHALL CONFORt.4
THE LATEST EDI1lONS Of THE FOLl.OWlNG APPUCABLE CODES: ACI 301
"SPECIFlCATIONS FOR STRUCnJRAL CONCRETE FOR BUILDINGS"; ACI 318.
"BUILDING CODE REQUIREIoAENTS FOR REINFORCED CONCRETE";
4.
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ENTRAINED (±1.5X) AND HAVE A
4000 PSI UNLESS OTHER'MSE NOTED.
CONCRETE SHAll. BE NORt.4AL WEIGHT. 6% AIR
IoAINIIoAUM 28-DA Y COMPRESSIVE STRENGTH OF
B.
2' PVC
12' LONG
I' ABOVE PAD
TYPICAL EACH
CORNER
REINFORCING SHAll. CONFORIoA TO AS1\4 A-615 'MTH SUPPLEIoAENT. IoAINIMUM
YIELD S11'ENGTH Fy - 60 KSI. REiNFORCING DETAILS SHAll. BE IN
ACCORDANCE 'MTH TI-iE LA TEST EDITION Of ACI 315.
FlBROUS REiNFORCEMENT SHAll. BE MONOFlLAIoAENT OR FlBRILLA TED POL Y?ROPYLENE
ADDED AT A RATE Of 1.5 POUNDS PER CUBIC YARD. FlBROUR REiNFORCEMENT SHAll.
BE CONSIDERED SECONDARY REINFORCEIoAENT AND SHAll. BE INCLUDED IN All. CONCRETE.
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EQUIPMENT FOUNDA TION
GENERAL
1.
NOT INCLUDE NECESSARY COMPONENTS FOR CCNSTRUC~ON
CONlRACTOR SHALl DETERMINE EXACT LOCATION OF EXlSl1NG UnUnES
BEFORE COMt.4ENClNG WORK. HE AGREES TO BE FUll. Y RESPONSIBLE FOR ANY
AND ALl DAMAGES 'M-IICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACn. Y
LOCA TE AND PRESERVE UNDERGROUND Ul1UnES.
INCORRECTLY FABRICATED. DAMAGED. OR OTHER'MSE MISFlTnNG OR
NONCONFORt.4ING MATERIALS OR CONDI1l0NS SHAll. BE REPORTED TO THE O......ER
PRIOR TO REMEDIAL OR CORRECnVE AcnON. ANY SUCH ACnON SHAll.
REQUIRE APPROVAL
STANDARD
ASTM
APPROPRIATE
THE
TO
ADMIXnJRES SHAll. CONFORIoA
REFERENCED IN ACI-301.
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AND
EA.CH CONlRACTOR SHALL COCP!:RATI: 'MTH ThE O......ER·S REPRESENTAnVE.
COORDINATE HIS WORK 'MTH TI-iE WORK OF OTI-iERS.
D.
CRUSHED STONE (MIN.
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SOIL BEARING SURFACES. PREVIOUSLY ACCEPTED BY OWNER'S REPRESENTAnVE.
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REWORKED TO SAnSFAcnON OF OWNER'S REPRESEN TAn VE.
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DOUBLE SWING GATE
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ANTENNA TYPE PCSA 033-13-2 PCSA 065-19- 2
AZIMUTH 95 I DOWNTILT=2 AZIMUTH 225 I DOWNTlLT=2
FROM/TO COAX LENGTH (FT)* COAX LENGTH (FT)*
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