HomeMy WebLinkAboutSP199900011 Approval - County Special Use Permit 1999-05-27
COUNTY OF ALBEMARLE
Dept. of Plannmg & Community Development
401 McIntire Road
Charlottesville, Virgmla 22902-4596
( 804) 296.5823
May 27, 1999
Dick Shearer
CFW Wireless
1150 Sehanadoah Village Drive
Waynesboro, VA 22980
RE: SP-99-l1 CV 154 Ivy & 1-64
Tax Map 73, Parcel 31D
Dear Mr. Shearer:
The Albemarle County Board of Supervisors, at its meeting on May 19, 1999, unanimously
approved the above-noted request to allow for a personal wireless service facility. 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
within twenty-five (25) feet of the tower. The applicant shall provide a certified statement on
the height of the tallest tree. Antenna may extend three (3) feet above the height of the tower;
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 tower shall be located as shown on the attached plan entitled "CFW Wireless
1-641708 CV 154" and a plan titled "Tower site for CFW Wireless CV154". Any
fencing shall be of a design similar to that found on the property currently. The
ground base of the tower shall be fenced with a design of fence similar to that
found on the property currently and shall be screened with shade-tolerant
screening materials planted inside the fence;
Page 3
May 27, 1999
10. 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;
11. 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;
12. The access road shall be built with side slopes on cut and fill slopes at 2: 1 or flatter; and
13. 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 theraafter 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,
U. f
v. w~g I
Director of Planning & Coe.mty Development
VWC/jcf
Cc: Amelia McCulley
Jack Kelsey
T ex Weaver
Steve Allshouse
A TT ACHMENT C
PAGE 2
VIRGINIA
" ,...1 ~ ,
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WIRELESS
ALBEMARLE
COUNTY
164flOB
CV 154
TITlE
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TITLE
LOCATION
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SITE PLAN
ANTENNA GROUND DETAIL
ANTENNA DESIGNS
STRUCTURAL DETAILS/ PAD
STRUCTURAL DETAILS
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2
3
4
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SITE LATITUDE: 380 01' fir N
SITE LONGITUDE: 7SO 38' 13" E
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A TT ACHMENT C
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CONCRrn CO'w'ER AROUND REINFQRClNG BARS (U.N.O.) SHAll BE:
1. CONCRETE CAST ...GAlNST AND PERWANENlt Y EXPOSE:!) EARll-l.......3"
2. C()ojCRETE EXPOSED TO EARTH. \lEATHER.........................2.
J. SlABS..............,.................................... .J/4.
4. All.. OTHER CONCRETE.....................................l 1/2"
UNlESS INDICATED OTHERWISE ()oj THE DR...WlNGS. RElNFORCDolENT SPUCES
SHAll "ITT CLASS e, TEHSl()oj lAP REQUIREWENTS IN "'CCORDANCE WITH All..
PROI/ISI()ojS " ...0 318 LA TEST EOIil()oj. UNlESS NOTED O"lliERWlSE-
CURING COIolPOUNDS SHAll.. CONFORW TO ASlW C-309.
AOUIXTURES SHAll.. CONFORW TO THE APPROPRI"'TE ...SlW STANDARD AS
REFERENCED IN "'0-301.
00 NOT WEi.O OR T AO<WEi.O REJWORCING STEEL.
All.. DOWELS, ANCHOR IlOl TS. EIIBEOOED STEEL. ELECTRICAl. CONOUfTS, PIPE
SLEE'v'ES, PIPING, INSERTS. GROUNDS Ah() All.. OTHER E"BEDDED
ITEIIIS AND f"ORWEO DETAILS SHAll.. BE IN Pl..ACE BEFORE START" CONCRETE
Pl..ACElotEN T.
LOCATE AIlOlTlONAl CONSTRUCil()oj JOINTS REQUIRED TO FAClJT...TE
CONSTRUCl1ON AS ...CCEFT...BlE TO ENGINEER. Pl..ACE RElNFORCDolENT
CONTWUOUSL Y THROUGH ..oNT.
REINFORCElotENT SH...Ll BE COLD BENT WHENEVER BENDING IS REQUIRED.
<:aD- \lEA THER Pl..AOHG: COIlPI. Y WITH PRO\IlSlONS " ...0 J06 AND "'S
FOlLOws. PROTECT CONCRrn WORK FROM PHYSICAl OAW"'GE OR REDUCED
STRENGTH "iliA T COULD BE CAUSED BY fROST. fREEZIoIG ...CilONS, OR LOW
lEWPER...lURES.
WHEN AIR lEWPERAlURE HAS FAllEN TO OR IS EXPECTED TO FAll.. !IEl.OW
40'1'( 4'C) UNIFORWL Y HEAT W'" TER ANI) "'CCRECA TES BEFORE WlXlNG
TO OBTAIN'" CONCRETE WlXTURE TE"PERA~ " NOT LESS THAN ~
(1O'C) Ah() NOT "ORE THAN llO"F(2TC) "'T POINT" Pl..ACOlENT.
1. 00 NOT USE FROZEN .....TERlALS CONTAINING ICE OR SNOW.
2. 00 NOT USE CALOUW CHLORIDE. SALT, AND OTHER W'" TERlALS CONT AlNNG
ANilFREEZE AGENTS OR CHEltlCAL "'CCD.ERATORS UNLESS OTHERWSl:
ACCEPTED IN "IX DESIGNS.
J. PROI/ISlONS SHAll.. BE "ACE FOR ..AJNTAlNING THE CONCRETE "'T ...
W1N"U" lEWPERAlURE " NOT LESS THAN ~ J<H) NOT "ORE THAN
~"F FOR ... PERlOO " "'T LEAST SE'vUI(7) O"'YS.
4. USE" NON-'lENTEO HEATERS SHAll.. NOT BE PERWITltD. AT THE END
" T1-€ CURING PERlOO, GRAOUAll.. Y REDUCE THE TEIIPERA lURE ... T ... R'" TE
NOT TO EXCEED 1 DEGREE PER HOUl UNTIL THE lEWPERA lURE WITHIN
THE ENa.OSURE EQUALS THE lEWPERA lURE OUTSIDE THE ENa.OSURE,
IN ACCORDANCE WITH AO 306.
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f.QUPWENT FOUNDA ilON NOTES:
1. GENERAl
A. T1-€SE ORA'IlINCS 00 NOT INCl.UlE NECESSARY COIolP<:H:NTS FOR CONSTRUCilON
SAFETY.
B. CONTRACTOR SHAll.. OETERWINE EXACT LOCA"'1OH " EXlSilNG UilUilES
BEFORE COMWENClNG WORK. HE AGREES TO BE FUllY RESPONSIBlE FOR ANY
AND ALL DAllAGES WHlo-t WIGHT BE OCCASIONED BY HIS FAILURE TO EXACTlY
LOCATE AND PRESEIM: UNDERGROUND UTlUilES.
C. INCORRECTl Y f"ABRlCATED, OAllAGED, OR OTHERWISE WISF1T11'lG OR
NOHCOHFORWING "A TERlALS OR CONDIilONS SHALL BE REPORTED TO THE 0-.aER
PRIOR TO REWEOlAl. OR CORRECilVE "'CilON. ANY SUCH AC110N SHALL
REQUIRE APPROVAL.
[I. EACH CONlRACTOR SHALL COOPEIUTE 'M"TH THE OWNER'S REPRESENTAil'IE. AND
COORDlNA TE HS WORK WITH THE WORK " OTHERS.
DESIGN LOADS
UGHlWElCHT CONCRETE SHELTER: 42,000 LSS
B. PRESlJMP1111E BEARING CAPAOTY: 2.000 PSI'
EXCA VA ilONS/F"OUNDA TlON
A. FOUND...ilON EXCAV...ilON SHALL BE H>>I)-TRIWWEO TO REWOVE LOOSE
"A TERlALS.
B. EXTERIOR FOUNOA ilON BACI<F1LL SHAlL BE SELECTED GRANLl.AR Fl.L
C. ALL STRUClURAL BACI<FU ~ SUB8ASE UNDER SlA85-ON-CRACE AND
FOOTINGS SHALL BE"SW" OR BETTER PER .~ 0-2487 COWPACTED TO A
WlNtWUM 99 STANDARD PROCTOR OEHSlTY PER ASlloI D 698-
D. 00 NOT Pl..ACE FoonNGS IN WATER OR ()oj FROZEN CROUN>.
E. SOIL BEARING SURFACES, PRE\1OUSLY ACCEPTED BY O'MlER'S REP!lESEHT"'l1IIE.
_o-t "'RE ALlOWED TO BECOIolE SA lURA TED. FROZEN OR OIS1URSEO SHAll BE
RElIiORkED TO SAnSfAClION " O'MlER'S REPRESENTAil'IE.
F. 00 NOT All..OW GROUND BENEATH FOOTNCS TO FREEZE.
Go FoollNG EXCAVAilONS SHALL BE CUT NEAT.
H. SUIlGRAOE !IEl.OW SlAB-ON-CRAOE SHAll BE REViEWED AND ACCEPTED BY
OYlNER'S REPRESENTATlI/E BEFORE roNCRETE StAB Pl..ACElotENT.
2.
J.
W4xW4 WWF
UNOISl1JRSEO SUBGRAOE (BEIlROOC OR
STRlJCTLRAl Fll)
CRUSHED STCK (.....
FOUNDATION AND PAD
NO SCAl.E
NOTE: PROWl( CORNER BARS "'T EA01 CORNER " PAD.
BAR SIZE ~ SPAONC SHAlL .....TCH FOOllNC ROlf.
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12'
PAD SURf"ACE SHAll RECEJ\IE\
... sawoTH 1ROWEl. FlNISH
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EXIST1NG AND
F1NSH GRADE
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HOT-\lEATHER Pl..AONG: WHEN HOT WEA~ER CONDlilONS EXIST TH...T WOULD
SERlOUSl Y ..PAIl CUAUTY AND STRENGTH Of CONCRETE, PLAC[ CONCRETE IN
COIolPU...NCE WITH AO ~ ~ AS HEREIN SPEOFlED
1. COOl. INGREDIENTS BEFORE ..IXIlG TO IoIAlNTAlN CONCRETE lEWPERAlURE
"'T il"E OF Pl..ACElotENT BELOW 1lOT(3Z'C). "IXING WATER .....Y BE CHILLED
OR o-tOPPED ICE ..... Y BE USED TO CONTRa. lEWPERA lURE PRO\IlOED
WATER EQUIVALENT " ICE IS CALCULATED TO TOTAl. AllOUNT " W1XJNG
IlfATER
2. COlIER REINFORONG S1EEL WITH W'" TER SOAKED BURLAP IF IT BECOlIES
TOO HOT. SO TH'" T THE Slill TEIFERA lURE WI.L NOT ~xC1::EO THE
AIIB1EIolT AIR TDlP[RA lURE I....EOI... TEL Y BEFORE l'AB(OUPj", ''I CCNCRnf
~ rOG SPRAv FORW", RElNFCRQNt; 'iTEEt. ......) SLJ9'.'<AO€ JJST S::r~~
C(;+lC<>1:"iI ;;) "LAct:'
4. USE WATER-REOUONG RETARDING AOUIXTURE WHE" REQUIRED BY HIGl
lEWPERA lURES, LOW HU..IDITY. OR OTHER ADVERSe: Pl..AONG CONOlilONS
WHEN ...ccrPT ABLE TO THE ENGINEER.
0.
CONCRETE
A. DESIGN AND CONSTRUCilON "ALl CONCREt: ELEWENTS SHAll.. CONFORW TO
THE LATEST EDlilONS OF THE FOLLOWING.IPflUCAIl.E COOES: ACI 301
.SPEOFlCA ilONS FOR STRUClURAl CONCRETE FOR IlUILDNGS"'; AO 318.
"BUILDING CODE REQtJIRDlENTS FOR RElN'ORCl:D CONCRETr';
CONCRETE SHALL BE NORWAL llIEICHT. ell: AIR ENTRAINED (:t:1.~ AND HAVE ...
WlNIWUM 2&-DAY COIoIPRESSI\IE STRENGTH " 4000 PSI UN\LSS OTHERWISE NOTED.
REJNFOROW; SHAll CONFOR" '0 ...SlloI "'-';~ ""'TH SUPPLEMENT. "III"'UW
YlE.LD STRENG~ Fy - 60 KSI. OON'QFf-..G 0ETAl.S SHALL '.IE 'P,
"'CC1)ROA!<;;[ WliH iHE '-ATE:;T i::lInON (:f" /4, :;'.'.
FlBROUS RElNFORCOoIENT SHALL BE ..ONOFl.A/oUH OR FIlRllLA TED PQl'lPROP'fLENE
AOllED ... T ... RATE" ,.~ POUI<<lS PER CUlIIC YARD. FlBROUR RElNFORCDolENT SHAll..
BE CONSIDERED SECONDARY RElNFClRCEWENT J.NO SHAll BE INa.uDED IN All CONCRETE.
OR A SlNGLI 4'"
CAl.V ANI%UED PIPE
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WAll.EAIll.E IRON FORK - LGAlVANlZED GATE CENTER STOP-
T'I'PE LATCH 'MlH DROP BAR 5 1/2' OIA. 'MlH 1 1/4' SlOT,
AHll 'MlH PRO....SlOH FOR 1 J;p;" SJ-tANK IN A 1 ~/1!:
PAIlLOCX (PAGE-'MlSON T'I'PE 75 01A. PIPE SET IN CONCRE1E.
DOUBlE GATE LATCH ASSEWlll Y OR EQUAl)
DOUBLE SWING GATE
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NO SCALE
CHAIN UNIC TOP sa VAG[ BARBED BARBED WIRE ARIoI
AND TWSTm BOTTOW SELVAGE TOP - rn:>tCAI.
KNUCKLED. INSTAll. FABRIC
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CABLE , CABLE:
SIZE RX/TX SIZE RXjTX
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CABINET
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