HomeMy WebLinkAboutSP200000015 Approval - County Special Use Permit 2000-08-23
· .'
,
COUNTY OF ALBEMARLE
Department of Planning & Community Development
401 McIntire Road, Room 2] 8
Charlottesville, Virginia 22902-4596
(804) 296 - 5823
Fax (804) 972 - 4012
August 23, 2000
Paula Figgatt
1150 Shenandoah Village Drive
Waynesboro, VA 22980
RE: SP-00-015 CFW Intelos (CV206 Route 654); Tax Map 60, Parcel 81
Dear Ms. Figgatt:
The Albemarle County Board of Supervisors, at its meeting on August 16, 2000, unanimously
approved the above-noted request. Please note that this approval is subject to the following
conditions:
1. The tower shall be limited to a total of two (2) 40-inch (height) by 10-inch (width) panel
antennas mounted no higher than the existing static lines on the existing tower [one-
hundred-twenty (120) feet from the base of the existing tower to the center of the antenna].
No extension above the existing tower height permitted;
2. The antennas and supporting cables shall be the same color as the existing power line
tower;
3. Accessory ground equipment/cabinets shall be located underground as depicted in
Attachment F of this report. The portion of the ground equipment located above ground shall
be of a earth tone color to minimize visibility of the structure;
4. Attachment of the antennas to the power line tower shall be in accord with the plan titled
"CFW Intelos Rt. 654 CV 206, sheet #3, dated 7/10/00 (on file in the Clerk's office);
antennae shall extend no further than fourteen (14) inches from the tower pole;
5 Planning Department approval of a landscape plan for the substantial screening of the
ground equipment. No fencing of the ground cabinet equipment;
6. Antennas may be attached to the tower only as follows:
a. Antennas shall be limited to those shown in a plan titled "CFW Intelos, Rt. 654
CV206,"
b. Satellite and microwave dish antennas are prohibited;
<"
.. .
7. Each outdoor luminaire shall be fully shielded such that all light emitted is projected below a
horizontal plane running though 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;
8. The permittee shall comply with section 5.1.12 of the Zoning Ordinance. Fencing of the
lease area shall not be required;
9. The antenna and appurtenant equipment shall be disassembled and removed from the site
within ninety (90) days of the date its use for wireless telecommunications purposes is
discontinued;
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. The supporting cable shall be located on the west side of the tower; and
12. The ground equipment (vault) shall be a minimum of twenty-five (25) feet from the driveway
as shown on Attachment "C" of the staff report dated August 8,2000 (on file in the Clerk's
office ).
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,
~~
David B. Benish
Chief of Planning & Community Development
Cc:
Amelia McCulley
Steve Allshouse
Roderick Burton
Jack Kelsey
Bob Ball, VDOT
ATTACHMENT C
NTELOS
I
CFW
VIRGINIA
ROUT1:: 654
CV 2~06
ALBEMARLE
COUNTY
CONTACT INFORMATION
CONSTRUCTION ENGINEER - STEVE YANCEY
NSPECTOR
TABLE OF CONTENTS
COVER
SUPPORT DETAILS
DETAILS
CFW-l N TELOS
50 SHENANDOAH VILLAGE DR
11
DATE
APPROVED BY
ENGINEER
DIRECTOR:
CONTRACTOR:
jf
J:..,
. ,
t- \
·..1
DRAWINGS BY
CADD Graphics
Ed West
63 Forest Spring Drive
Stuarts Draft, VA
PHONE (5401 337-1132
TITLE
SITE PLAN
SURVEY
STRUCTURAL
TELEPHONE COMPANY
POWER COMPANY
N U M B ER
COUNTY/CITY
CONTRACTOR
r-
r-
I SHEET
I
1
2
:3
4
5
~'t.~~... .,.~/;t
"""'~
;..r--_...î!
\\
~ ",,,¡
~ :/
1:1 //
!;j 'o;"
..\" ,?
".' .....:;..'1, ,~
/7 ~'>\, . ,r"
// --=::::.+
,,'
)f
,,_ ,../;1
, /..---:::' . ,'."-"
ß' ~.Jliliam
:: Ii" '/0'
f /' )1
/'
,},/
~ ~.
._-----=::;:;
r'"'1
11
WAYNESBORO, VA 22980
VICINITY fv1A;·~'
NOT re' SCALE
SITE LATITUDE 380 04' CS1" N
SITE LONGITUDE 78° 30 '\98" E
RECE~VED
r-- QUARTZ
/ /4~C611
/
m
lliJJ
ATTACHMENT C
PIPE
MOUNTED ON
LIGHT
GAL V ANIZED
_;:-......._r
PIPE
4'
1
CI)
::!
~
iLl
<ÐQ
Q.....
C\lex:
~O
° a..
~~
~CI)
.....,....
Q:,....
~
CI)
'-'AD
CONCRETE
10
x
10
in
,
.
\0
I
r-.
,
FROM MAC TO SC61D
PO'w'ER FROM MAC TO SC61D
nELCO FROM MAC TO SC61D
l' <GREEN GROUND FROM SC611 TO RING)
P'w'R T'w'R
COAX CABLE TO ANTENNA <SEE PAGE 7)
GPS MUST BE LOCATED
FOR SOUTHERN EXPOSURE
LOCATION 'w'ILL BE SITE
SPECIFIC AND MUST BE
GROUNDED
4' GALVANIZED
PIPE SC611
GENERATOR F---==---~
OUTLET '---------..../ I
I /
I ,//
"
... "
---- ...
2' PVC <INCOMING PO'w'ER)
10' x 10' CONCRETE PAD
FENCE NOT SHO'w'N
<FOR DETAILS SEE PG 3
AND PG 7)
2' PVC (INCOMING TELCo)
l' PVC (GREEN GROUND FROM MAC TO RING)
l' PVCnELCO FROM MAC TO SC61D
- l' PVC <DC PO'w'ER FROM MAC TO SC61D
I" PVC 'AC POio'ER FROM MAC TO SCW:
l' GROUND ROD
(GROUND 4' PIPE TO ROD ~
CONNECT ROD TO RING)
o
NEMA 4X
HENNESSY
CABINET
~.
6'7'-1 L
P~'w'ER CONDUIT
r DR CABINET
~
~
~
FI
~~
[ ShMril· 2l
Dwg By:
CADD
Graphics
NEMA 4X
HENNESSY
CABINET
/"
-11- - --
_J I
I I
I I
I I
_J I
I I
-LI _
T
0...
DC/)
1-- I-
0::1
D
I-L....
D
l[J
x 10' OPENING
FOR CONDUIT
4'
....--
--1
17
2
~
T
(YJ
(YJ
C\J
~
r-.
C)
l[J
~
2,32
===
===
===
~C==.'lc:::::t
===
c:::::::::I C.=J ~
===
===
===
===
===
~
NEMA 4X
HENNESSY
CABINET
NOTE
INCOMING PO'w'ER AND
TELCO TO BE LOCATED
IN THE FIELD
6,0'
12
Ii
]
~
a
CONCRETE PAD
10
x
10
I
L..-
FRONT VIEW
W
lWJ
ATTACHMENT C
NNA TYPE PCSA090-13- 2 PCSA065-16-0
AZIMUTH 90' I DOWN TlLT= O' AZIMUTH 290' I DOWNìlL T=1'
10M /TO COAX LENGTH (FT)'" COAX LENGTH (FT)'"
CABLE RX/TX CABLE
SIZE SIZE RX/TX
ENNA TO
\RY RADIO 1 5/8" 170' 1 5/8" 170'
ABINET
ANn:
",
ANT
I PRIM"
C
ESTlMATED LENGTHS FROM AVAILABLE
125
120' TO CENTER OF ANTENNAE
ANTENNAES TO BE MOUNTED 12'
FROM POLE,
TOIJER
TOP OF
r
v
~... -
AS-BUILT DRAWINGS.
ON
FIELD ENGINEER TO UPDATE
NFORMATlON
'"
(Q
~ :ë:
~ ..q:
(,,) ......
~ a..
~ ~
...... ....
a: CI)
10 X 10 CONCRETE
PAD AND CO~POUND
LINE SCHEDULE
NEMA 4X
HENNESSY
CABINET
(SEE SUPPORT
DET AILS PG,2)
ANTENNA
'V
~
'V
v
v
¡¡
'a
tl
Dwg By:
CADD
CTa.phic:!
-----.........
SC 611
(SEE SUPPORT
DET AILS PG,2)
ICE BRIDGE/COAX
TO ANT ANNAS
125' VIRGINIA
POIJER TOIJER
~
[~',ft'''' I
c=J
125' VEPCO
POIJER POLE
"
J ~-
13
~
]
ì!
~
~.-
TOWER LOCA TION
LATITUDE = 380 04' 061'
LONGITUDE = -780 30' 49,8'
ATTACHMENT C
~ ~
~ ~~
~" ~~
~ ~ ~~~
~ ~ ~~ ~~
~ ~ ~~, ~ ~~
~~~ .~~~~
~ ~ ~l .~ ~ ~
~~~ ~""
,,~ ~ 't,~
\~~~~ I
~ .~ ~ '" ~
~ .~~ ~.~ \.. ~~
~~~~~ ~~~
~ ~ ~ ~ \ ~ ~'~
~ ~ ~ ~ ~ ~'~
~ ~ ~ ~ ~~
~~ ~~~
~ ~~ ~
~ ~\ ~
~
"r(~ L7;:/Pb'~#
~
~~I~
~~
~~I~
, \"Ii
~~
~~
~~
U
Eo-<
2':
~
::E
~
u
~
Eo-<
Eo-<
~
- - - - -V.:'-:~~~ ~: /~..?
--~ -
" ""--......
\ ........
........
\ / -................
/ ------
/--, I
:'-'-'~ I I
k;;. I
J
I
~ ~
, ~
I /;"~"':>..r: . T
I I -~.",.>~ r,,?~...... ~
-~~ ...
:&--" "l
~Ln~
/:'-;" I ~ I
I '\ I
I \ --t-----o ð /'-"~
.r,p \ ~ I
\ ~ I
\ '\. I
\ ,~ I
\ ~ I
~~
I ¡-........._
"-
-.::,,~
~~
- - - - - - - - - - ,- ---
';l
"
\.
'4
, -
... \..
" -
-
, -
.?Ø'ç ..ø-/~//Ø/þ"P¿¡/
//A"~ 4'/~/~.:/
/Þ{;//~R7/
14
~
'~Nl '"
~.., G1N!-1 "
\,'V:--, Ó' \
$'~ \ 0 ,
¡~-- \ f~ '0 ~
,~ lyD, _,,_
¡~O ',~ :£': ,- ~ Ó::;
, ~ ~ ' :;;~~, .,
:....t ...... "" ''\
'1 :-'" . ()_~
~ ~\,~ ~ 7}\. ...:.
Ll4 '\_."-~~ ~
(~, ¡";?y
~ v"
. 'tJbIV'W00,
---
~
~~
\§ ~ ~
~ ~~~
\¡~ ~ ~ :
.~~~ ~ ~
~,~~
~~~ '\ ~
~
~r
~~
.~~
~~
4-7
-- --------
f 'P.'7j'.?èl/"~ 4qp ~
.~~
/
~~
~~.~ ~
~ ~~ \i ~
~~\~~~
\':; .\; ,,\
~~ ,~~' ~ \-,
~,~,~~
\.~~i't.:~~
\~~~~
~~~-~
""'- ~
~~~
"""~
~..,...
~ "-
-~~
X
~
~
,,~
~
~
\
~
~
,~
~ ~ '\1
.~ ~"" ~
~~~~~~ ,~
~:\ \ ~ ~ ~ ~ ~ I,
"~"~,, ~~
+ ~~
~ ~"l~~\I¡ ~ ~ \
~ f~~~~ ~ 1\ ~
~ ~~~~~ ~ ~ ~
~ t:s\' ,,'~ ,~" ,,\\ ~ \. ~
~ "~ ~ ~ ~ ';: ~ '\
~ ~~~~ ~ ~
~ ~"'~\~ ~ ~
~ ~~~~~ ~ ~
~ ~ ~~
¡¡¡
I ü:1
I ~ I
I _ ,
I L. i
-I
I ~ I
I~
lu
I
ATTACHMENT C
~
.
.3
8E:
EAR Tl-I ,
.2'
SHAll.
EXPOSED
(U.N.O,
CONCRETE CAST AGAINST AND PER~ANENn. Y
CONCRETE EXPOSED TC EARTl-I, WEATl-IER......
SlABS..................,........ .......3/4·
All. OTl-lER CONCRETE.
BARS
REINFORCING
COVER AROUND
CONCRffi
1.
2
3
4
E,
EQUIP~ENT FOUNDA TlON NOTES:
GENERAl
1.
SPLICES
'MTl-I All.
/2"
UNLESS INDICAIDJ OTl-lER'MSE ON lliE DRA'MNGS, REINFORCE~ENT
SHAll. IIAEET CLASS 8, TH,SION LAP REQUIRE~ENTS IN ACCORDANCE
PROVISIONS OF ACI 318 LA"EST EDITlON, UNLESS NOTED OTl-lER'MSE,
CURING COMPOUNDS SHALL :ONFOR~ TO ASTh4 C-309.
F,
FOR CONSTRUCTlON
CONTRACTOR SHAlL DETERMINE EXACT LOCATlON OF EXISTING UTlLlTlES
BEFORE COMMENaNG WORK. HE AGREES TO BE FUll. Y RESPONSIBLE FOR ANY
AND All. DAlIA AGES 'M1ICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
LOCATE AND PRESERVE UND[f,GROUND UTlLlTlES,
QUDE NECESSARY COIlAPONENTS
DRA'MNGS DO NOT
lliESE
SAFETY.
A,
B.
G.
H.
INCORRECTLY FABRICATED, DAIlAAGED. OR OTHER'MSE ~ISFlT11NG OR
NONCONFOR~ING MATERIALS ,JR CONDITlONS SHAll. BE REPORTED TO lliE OWNER
PRIOR TO REMEDIAL OR CORRECTlVE ACTlON. ANY SUCH ACTlON SHAll.
REQUIRE APPROVAL
C.
AS
STANOARD
ASTh4
APPROPRIA TE
REINFORCING STEEL
lliE
TO
AOMIXnJRES SHAll. CONF¡;R~
REFtRENCED IN ACI-301.
:::!
~
\DUJ
~Q
~ .....
O~
~~
~O
I-- ~
tr:f:
CI)
PIPE
Œ' CONCRETE
LOCATE ADDITlONAL CO~STRUCTION JOINTS REQUIRED TO FACILITATE
CONSTRUCTlON AS ACŒPTABLE TO ENGINEER, PLACE REINFORCEMENT
CONTlNUOUSL Y THROUGH JOINT.
REINFORCEMENT SHAll. BE;OLD
WELD OR TACKWEL[
AlL OOWELS, ANCHOR BOL '5, EMBEDDED STEEL, ELECTRICAL CONDUITS,
SLEEVES, PIPING, INSERTS, GROUNDS AND All. OlliER EMBEDDED
ITEMS AND FORMED DETAILS SHAlL BE IN PLACE BEfORE START
PLACE~ENT.
DO NOT
J.
K.
EACH CONTRACTOR SHAlL COOPERATE 'MTH lliE OWNER'S REPRESENTATlVE, ANO
COORDINATE HIS WORK 'MTH THE WORK OF OTHERS.
L8S
285
Ht:NNESSY EQUIP~ENT CABINET
DESIGN LOADS
A. ELECTRICAL CABINET:
D,
2,
'MRE IIAESH
S REQUIRED.
COLD-WEATHER PLACING: C:OMPL Y WITH PROVISIONS OF ACI 308 AND AS
FOll.OWS, PROTECT CONCRt:TE WORK FRO~ PHYSICAL DAMAGE OR REDUCED
STRENGlli lliAT COULD BE CAUSED BY FROST, FREEZING ACTlONS, OR LOW
TEMPERA ruRE5.
'M1EN AIR TE~PERAruRE H'S FAlLEN TO OR IS EXPECTED TO FAll. BELOW
4O'F(4'C) UNIFORMLY HEAT WATER AND AGGREGATES BEFORE ~IXING
TO OBTAIN A CONCRffi ~IXnJRE TE~PERAruRE OF NOT LESS THAN 50'F
(10'C) AND NOT MORE lliAN 80'F(27'C) AT POINT OF PLACE~ENT.
N.
SELECTED GRANULAR FILL
All. STRUC1URAL BACKFILL AND SUBBASE UNDER SLABS-ON-GRADE AND
FOOTlNGS SHAll. BE 'Sw" OR BETTER PER ASTh4 D-2487 COMPACTED TO A
MINIMUM 95ll: STANDARD PROCTOR DENSITY PER ASTM D 698.
8ENDING
'M1ENEVER
BENT
L
M,
LOOSE
RE~OVE
TO
B. PRESUMPTlVE BEARING CAP,ACITY: 2,000 PSF
EXCAVATlONS!FOUNDATlON
HAND- TRI~MED
BE
SH All.
EXTERIOR FOUNOA TlON BACY.F1ll.
B,
6" CRUSHED STONE (MIN.
6 mil POLY ON
UNDlsruRBED SUBGRADE
UNDlsruRBED SUBGRADE (BEDROCK OR
STRUCnJRAL Fill.)
BE
SH ALL
EXCAVATlON
FOUNDATlON
MATERIALS.
A.
3.
SLAB
~INI~UM CONCRETE
6'
DO NOT USE FROZEN liATERIALS CONTAINING ICE OR SNOW.
DO NOT USE CALaUM ';HLORIDE, SALT, AND OTHER ~ATERIALS CONTAINING
ANTlFREEZE AGENTS Ofi CHE~ICAL ACCELERATORS UNLESS OTHER'MSE
ACCEPTED IN MIX DESICNS.
PROVISIONS SHALL BE MADE FOR MAINTAINING THE CONCRETE AT A
IIAINI~UM TE~PERAruRE OF NOT LESS lliAN 50'F AND NOT ~ORE Tl-IAN
65'F FOR A PERIOD OF AT LEAST SEVEN(7) DAYS.
USE OF NON-VENIDJ HEATERS SHAlL NOT BE PER~ITTED, AT THE END
OF lliE CURING PERIOC, GRADUAll. Y REDUCE THE TE~PERAruRE AT A RATE
NOT TO EXCEED 1 DEG'~EE PER HOUR UNTlL THE TE~PERAruRE 'MllilN
lliE ENCLOSURE EQUALS lliE TEMPERA ruRE OUTSIDE THE ENCLOSURE,
IN ACCORDANCE WITH 'ICI 306.
C.
1.
2,
ON FROZEN GROUND.
SOIL BEARING SURFACES, PflEVlOUSL Y ACCEPTED BY OWNER'S REPRESENTATlVE,
'M1ICH ARE All.OWED TO BI:CO~E SAruRATED, FROZEN OR DISruRBED SHAll. BE
REWORKED TO SA TlSF ACTle', Œ' O'MIIER'S REPRESENTA Tl'Æ.
OR
WATER
IN
FOOTlNGS
DO NOT PLACE
D.
3.
4,
FREEZE.
DO NOT ALLOW GROUND BfJ~EATH i'OOTlNGS TO
FOOTlNG EXCAVATlONS SHAt.:'" BE CuT NEAT.
SUBGRADE BELOW SL.~a-ON-GRADE SHAll.
OWNER'S REPRESENTATlVE flEFORE CONCRffi
E.
F,
G.
H.
NT DETAIL
[
PAD REINFORCEM
NTS
HOT-WEAlliER PLACING: 'M1EN HOT WEATHER CONDITlONS EXIST Tl-IAT WOULD
SERIOUSLY I~PAIR QUALliY AND STRENGTH OF CONCRETE, PLACE CONCRETE IN
COMPLIANCE 'Mlli ACI 3C5 AND AS HEREIN SPECIFlEO
BY
ACCEP TED
BE REVIEWED AND
SlAB PLACEMENT,
Dwg By:
CADD
Graphic.
15
Dat.:
7/10/00
J
[Sh..t#: 5 I
n
l:
a
i:i
E
ë
a
U
COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TE~PERAnJRE
AT TlME OF PLACE~EN' BELOW 90'f(J2'C). ~IXING WATER ~AY BE CHILLED
OR CHOPPED ICE ~AY BE USED TO CONTROL TEMPERAruRE PROVIDED
WATER EQUIVALENT OF ICE IS CALCULATED TO TOTAL A~OUNT OF ~IXING
WA TER
COVER RfJNFORCING S1EEL 'Mlli WATER SOAKED BURLAP IF IT BECOMES
TOO HOT, SO Tl-IAT Tl-IE STEEL TE~PERAnJRE 'Mll. NOT EXCEED THE
AMBIENT AIR TEMPERA TURE IMMEDIA TEL Y BEFORE I~BEDMENT IN CONCRETE.
FOG SPRAY FOR~S, R,:IN"ORCING STEEL AND SUBGRADE JUST BEFORE
CONCRETE IS PLACED,
USE WATER--REDUCING RETARDING AD~IXruRE 'M1EN REQUIRED BY HIGH
TEMPERAnJRES, LOW ,U~IDIT'(, OR OTHER ADVERSE PLACING CONDITlONS
WHEN ACCEPTABLE TO i:-IE ENGINEER.
0,
TO
CONCRETE
A. DESIGN AND CONSTRUC110'J OF AlL CONCRETE ELE~ENTS SHAlL CONFORM
THE LATEST EDITlONS OF lliE FOll.O'MNG APPUCABLE CODES: ACI 301
"SPECIFlCATlONS FOR STllUCruRAL CONCRETE FOR BUILDINGS'; ACI 318,
"BUILDING CODE REOUIRD.ŒNTS FOR REINFORCED CONCRETE";
4.
1.
2,
CONCRETE SHALL BE NORIAAL WEIGHT, 6ll: AIR ENTRAINED (±1,5ll:) AND HA'Æ A
~INIMU~ 28-DAY COMPRESSIVE STiiENGTH OF 4000 PSI UNLESS OTHER'MSE NOTED,
8.
3,
4,
REINFORaNG SHAll. CON,'CRM Te ASTM A-615 WITH SUPPL.EMENT. ~INIMUIIA
YIELD STRENGTH Fy ~ 60 KSI. REINFORCING DETAILS SHALL BE IN
ACCORDANCE 'Mlli Tl-IE L,\TEST EDlilON OF ACI 315.
FIBROUS REINFORCE~ENT .;H^LL BE ~ONOF1LAMENT OR FlBRIll.,ATED POLYPROPYlENE
ADDED AT A RATE OF 1.:' POUNDS PER CUBIC YARD, FlBROUR REINFORCEMENT SHAll.
BE CONSlOERED SECONDA1Y REINFORCEMENT AND SHALL BE INClUDED IN AU. CONCRffi.
C.
D.