HomeMy WebLinkAboutSP200000046 Action Letter
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COUNTY OF ALBEMARLE
Department of Planning & Community Development
-+0 I \1cIntire Road, Room 218
Charlottesville, Virginia 22902--+596
(804) 296 - 5823
Fax (804) 972 - -+012
October 18, 2000
Valerie Long, Esquire
McGuire, Woods, Battle & Boothe, LLP
POBox 1288
Charlottesville, VA 22902
RE: SP-2000-46 Winston (Triton PCS CVR 363C); Tax Map 106, Parcel 7
Dear Ms, Long
The Albemarle County Board of Supervisors, at its meeting on October 11,2000, unanimously approved
the above-noted request Please note that this approval is subject to the following conditions
The top of the pole, as measured Above Sea Level (ASL), shall not ever exceed seven (7) feet
above the top of the tallest tree within twenty-five (25) feet of the facility at or below the same
base elevation as the pole, measured Above Sea Level (ASL) No antennas or equipment, with
the exception of the grounding rod, shall be located above the top of the pole:
2 The facility shall be designed, constructed and maintained as follows
a The wooden pole shall be natural dark brown color:
b Guy wires shall not be permitted:
c No lighting shall be permitted on the site or on the pole except as provided by
condition number nine (9) herein,
d The ground equipment cabinets, antennas and all equipment attached to the pole
shall be dark brown in color and shall be no larger than the specifications set forth In the
plan entitled "Snow Hill-Winston Property'
e A grounding rod, not exceeding two (2) feet above the top of the pole, and with a
width not to exceed one (1) Inch diameter at the base and tapering to a point. may be
Installed at the top of the pole
Prior to Issuance of a building permit. the applicant shall provide a statement to
the Planning Department by a licensed surveyor certifYing the height of the tallest tree as
Identified in condition number one (1);
g Within one (1) month after the completion of the pole Installation the applicant
shall provide a statement to the Planning Department certifying the height of the pole
measured both in feet above ground and also measured Above Sea Level (ASL); and
h The pole can never extend above the top of the tallest tree, except as described
In condition number one (1) of these conditions of approval, without prior approval of an
amendment to this special use permit;
3 The facility shall be located as shown on the attached plan entitled 'Snow Hill-Winston
Property' ,
4 Antennas shall be attached to the pole only as follows
a Antennas shall be limited to those shown on the attached plan entitled Snow HIII-
Winston PropertY'; and
b Satellite and microwave dishes are prohibited
".
Page 2
October 18, 2000
5, Prior to beginning construction or installation of the pole or the equipment cabinets, or
installation of access for vehicles or utilities, a tree conservation plan developed by a
certified arborist, specifying tree protection methods and procedures, and identifying any
existing trees to be removed on the site, both inside and outside the access easement
and lease area, shall be submitted to the Director of Planning and Community
Development for approval. All construction or installation associated with the pole and
equipment building, including necessary access for construction or installation. shall be in
accordance with this tree conservation plan, Except for the tree removal expressly
authorized by the Director of Planning and Community Development. the permittee shall
not remove existing trees within two hundred (200) feet of the pole and equipment
building, A special use permit amendment shall be required for any future tree removal
within the two hundred (200) foot buffer, after the installation of the subJect facility
6, The pole shall be disassembled and removed from the site within ninety (90) days of the
date its use for wireless telecommunications purposes is discontinued;
7 The permittee shall submit a report to the Zoning Administrator one (1) time per year, no
later than July 1 of that year The report shall identify each user of the pole and certify
that the height of the pole is in compliance with condition number one (1):
8 No slopes associated with construction of the pole 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,
9 Outdoor lighting shall be limited to periods of maintenance only 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 luminaries. For
purposes of this condition, a luminalre 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:
10 The permittee shall comply with Section 51 12 of the Zoning Ordinance. Fencing of the
lease area shall not be permitted: and
11 Prior to issuance of a building permit for this facility, the applicant shall submit a revised
set of construction plans to the Planning Department, for approval. The revised plans
shall reflect all of the conditions of the special use permit
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
".
Page 3
October 18, 2000
If you should have any questions or comments regarding the above-noted action, please do not hesitate
to contact me
Sincerely,
U
. y Development
VWC/jcf
Co Amelia McCulley
Jack Kelsey
T ex Weaver
Steve Allshouse
Bob Ball, VDOT
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ATTACHMENT C
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BEFORE yOU OIG r
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LOCAnON SERVlCES.
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CANDIDA TE NAME: WINSTON PROPERTY
SITE #: CVR- 363C
SITE ECHO #: 801476
J.D. EDWARDS #: 12268
THOMAS JEFFERSON PKWY.
CHARLOTTESVLL~ VA 22902
ALBEMARLE COUNTY
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CHARLOTTESVILLE, VA 22902
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PROJECT DESCRIPTION
THE PROJECT INCl
INST"'UATlON or A 10'x12' CONCRETE PAD WI EQUIPMEN
INSTALlATION or A 66' -o~ HIGH l.lONQPOLE
W1TH THREE PANEl ANTtNNAS (ONE PER SECTOR)
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1 119 HYORAUUC ROAD
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PAGE 2
(;AG
UNITS TO BE
HING(S IN HOllOW t.lETA
13 PROVIDE STEEL REI/'IIfOR:' ING
to 1/2· . 1'1101",
MASONRY-04220
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DIVISION
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A, IN AOomON TO THE W....RRANTY ON AlL CONSTRUCTION COVERED IN THE CONTRACT
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TO ORIGINAL CONOITION AS POSSIBLE TO !.£.AS£: ..R[,.l PRQPERfY OR SURROUNDING
CAuSED BY CONSTRUCTION
B SOil ST(RIUlATlON APPLICATION WIll GUARA ·H((. Y(G[iAT.QN FREE RO....o AND SITE AJ~u..S
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STANDARD PROVISIONS
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1 DRAWINGS ÁR( NOT TO BE SCALED THESE PLANS ARE INTENDED TO BE OIACRA..H.AAnc
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(OUIPU(NT "'ND APPUFn("'l"'N(ES. AND LABOP NECESSARY TO COuPt(1T Tl-l( WORK
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CLASS 3 SIDE RODS SH"'LL BE 9 G"'GE 3/16" ",INllolUM LENGTH SHALL BE 10'-0' WlrH
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fJ SP"'CING: Tì'PICAl. IN BED JOINTS, AT 16" V[RTICAL INTERVAL CT OPENINGS "BOV[ AND
C AT OPENINGS' ABOVE AND BCOw (AC~ OP[NING PLACE REINfORCING IN ON£ 1..D0ITIONAL
JOINT TO EXTfN[.. 3'-0" PAST THE OPENING E.ACH "'ll.'r SPLICE L[NGTHS ~OR HORIZONT)
JOINT REIN_ORC['-I[NT SHALL BE AT Œ"'ST 8" fOR TRUSS AND '6" rOR STRAIGHT TYPE
IrffElS A.80V( E.ACH OPENING_ rill CORES WITH GROUT 3 COURSES B(lOW
rye
AJI '-lORTAR fOR CONCR[ì£ BLOCI(S SHAU CONrOR'-l TO ....ST... C
SH"'LL HAVE" COMPREsSIVE STRENGTH 01=" 3aoG PSI IN ~B DAYS
2.
POR~ON5
PART 2 DEuOUTiQN
D("'OlrnON S~AlL BE CONTROLLED TO PR(\I[NT T"'E SPREAD or OUST TO OCCUPIED
OR THE BUILDING
[XIST1NG WORI( TO R[Þ.lAIN SHALL BE PROT[CT(D F'ROU DAl.tAGE WOR ( DAMAG[Q BT
CONTRACTOR SH...ll. 8E REP"It:<ED TO Þ.l....TCH EXISTING WORI<
AT T~£ [NO or ú'CH WORK [).A,y ..NO DURING INClEÞ.lENT W(.åTHfR. CLOSE "LL ErTU~IOR
OPENINGS WITH wEATH£RPRoor CO'IER
REI.lO\l[ DEBRIS ..NO RuBBISH 'RO~ T~( SITE QA.JU' 00 NOT A.llOw DEBRIS ..NO RU88ISt-<
TO ACCU"'ULAT[ IN BUILDING, OR ON SHE
rOR fLOoP AND WALL P(N[TRAT10NS
... CONllUCTDR uuST .LQÇ"ð.T[ R[INrORCING BARS IN (XISTING rLOOR SLABS USING A RELI"BLf
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TO "'LLOw CABL£ PEN(ÞR...nON WITHOUT CUTTING E XISTlNG REINrORCING BAAS
BriLL OP[NING AffiR CABLf INSTALLAnON WIll-l lNSTA-rOA""S INSU-nR[ SEAL SllACON
RTv fOÞJ.A
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PRIOR TO SUe...mING " BID, TH( CONT'RACTOR SH"'Ll VlSIT T~E JOB Silt: AND BECouE
r.....llI...p WITH "'Ll CONDITIONS AFTECTING THE PROPOSED PROJ(CT. INCluDING DE!.AOUTI
UECHANtCAl ....ND EL(CTRICA.t INST..ll.....TION$ "''''0 SHAU ADJuST BID ACCQRDINGl Y
CONTRACTOR SKA.lL YERtF"y AU. nELD CONQ1TtONS AND [)1I"EN510,..S ON THE Joe SIlE
"'HO CONnRl,l; THAT wORto:: AS INDICATED ON THE C(\N~UCTlON DOCUMENTS ("LSO KNOWN
A.S CONSTRuCTION PLANS) CÞJ<oI BE ACCO"'PllS~ED AS SHOWN BEf"ORE PROCEEDING
NOTIF"y PROJECT "'ANAGE~ Of !4NY MAJOR DISCREPANCY' R[c;.&.RDING THE CONTR....CT
OOCU"'[N1"S. (XlsnNC CONOlOONS, "'NO O :¡' DESIGN INTENt Tl-l( CONTRACTOR SHAU BE
R(SPONS¡BL£ fOR OBTAINING THIS CLAAI~ICATION PRIOR TO PROCEEDINC WITH THE WORK
OR R(LATED WORK IN OUEST~
PER I,lANUf"ACTljR[R'S RECOMMENDATIONS UNLESS
WHER[ LOCAL CODES OR REGuLAnONS TA (E
5 lNSTA.U. All [O·JIPÞ.I(I'.T
SPEClnc.'Ll r OTHERWIS(
PRECEDENC(
e CONTRACTOR SHAU VISIT JOB sITe TO R£YIfW SCOPE Of WORK ....ND (:I:ISTlNC SITE
CONDITIQNS INCLU()lNG. BUT "'<)T LIMITED TO "'ECKANICAl SERVlCE. EL.[CTRICAL SERVIC
AND OV'(FWJ.. COO~WIN....TION
AND uAr[RIALS
INDICATfD. OR
AU W_INCS Nr41 ~lrTt.. WATUf\Ar.L COHTA.lN(O
HEREIN AR( TH£ PROP[RTY Of (NCIN(f:R
AHO .....'1" NClT Ø( IXFl..CATtD. vsrn OR CJSC.lOS£D
WfTHOtJT TH[ *Rm[fl CONS(NT Of £NClN£(R
OUA.LiTY ASSURÞ,NCE
CJUPLY WITH P~OVlSIO~S OF" TI-t[ FOLLOWING CODES SPEClrlC4TIONS AND $TANO..RDS.
[_CEPT WHERE !.AORE STRINGENT REQUIREMENTS A.RE· SHOWN OR SPEClnED
... AJSC ~CODE Of STA.ND,ARD PRACTice
8 ...ISC "SPEClnCATIDN F'OR STRUCTURAL STEEL BUIl.DINGS _ "llowABLE STRESS
DESIGN """'0 PLASTIC DESIGN" INCLUDING THE ·CO......ENT...Ry· AND SUPPLH~ENTS
C A.MERICA~ \lI'(l!)ING SOCIITr (AWS) D1.1-92'-STRU(TURAL "'E:...DING CODE _ STEEL
- CPA REGISTERED
PRODUCTS
eoo 526 -49
AMBUSH HfFŒICIDf
.R........R INDuSTRI"l
1 'J5 ~QRR!S AV[
UNION, NJ D70eJ T
O:l9
J S6)-8000
RO.f"O AND SIT! IotA.T(RIAJ..S S~A.LL CONrORt.A TO VA DOT RO"'D "'NO
SPEClflC....TIONS JAN 1994 WHEN R[rERENCED TO filL ......TERLAL _
"CCEPTABlE SELECT nlL SHA.lL BE IN ACCORDANCE wn¡., VA DOT
DEPARTlolE"4T or PuBLIC TR,ANSPQRT...TlON STA.ND"RD SPECII="ICATlON
SOil ST[RIU!(R SHALL BE EP" REGISTERED 01=" LIQUID COMPOSITION
PRE (lolERGENCE DESIGN
SOIL STABILIZER f"'BRIC SHAll BE t.AtRAFI - 500
- EP
@[b[]3~
COMMUNICA TlONS GROUP
SOUTHEAST REGION
1015 AVIATION PARKWAY
SUITE 700
MQRR1SVILLE. NC 27650
~ (g1gl~~90426
Fu: (9HI 0489-9967
l.(..\TIRI"'LS
A ;:TRuCTUR.A.l STEEL PLATES SHAPES AND SA.RS_ AST!.l A J6
6 HIGH STRENGTH H-4RE:.A.DEO I=".lSTENERS: "'ST\l .... 325
C EúCTROOES rOR WELDING nDXX
o A.l.l STRUCTURAL STEEL SHA.lL BE GALVANIZED IN ACCORDANCE WITH A.STM A 153
E CEMENT GROUT [Þ.lBECO BY l,4"'STER BUILDERS OF" ~ ....PPROv[O EQU.....L
f NON-lolETAU.JC, SHRINKAGE -RESIST....NT. 4QOD PSI COMPRESSNE $1RENGT~ GROUT.
PROVIDE ONE or THE 1='0ll.OWING OR AN APPROVED EOUAl.
I EUCO N.$_ By EUCLID CHEt.AICA.l CO
2. lolASTERFLOw 71 J BY I.tASTER BUILDERS
"'ND 0
EOUIPMENT
...... COMPACTION $HAU BE ACCOi.4PUSH(Q 8Y UECHANICAl lol(AN5
1. LARGER AR£AS SHALL B£ COUP.lCTEO BY SHEEPS fOOT VIBRATOR OR RUBBER TIRED
ROLL£RS WEIC~ING AT L£AST rlV( TONS
2. S"'A.lL£R A.R(,&S SHAlL BE COMPACTED BY POWER-ORNER. HAND HELD TAMPERS
PART"
ELfCTRICAL SYST£...S SH"'ll. BE INSTA.U(a PER NEC. AND IN ACCORDANC( WITH ALL
.&PPUCA8L( UTILITY CQt.APA.N'Y SPECIF"lGlTIONS. "NO LOCAL AND ST"TE JURISDICTIONAl
CODES. ORDINANCES AND ....PPUC"8LE RECUI
TRACTOR SH,AU. PR0V10[ CONTINUOUS SUPERVISION WHIL[ "'NY SUBCONmACTORS OR
wOR ("'EN ARE 0'" THE JOB $ITE AND SHAll SUPERV1SE AND DIRECT ALL WORK
CONTRACTOR SH....u. BE SOL£l)' RESPONSIBLE FOR A.lL CONsmUCTION ,\,lEANS. lolETHODS.
T(C~NlOUE.S, SEOUENCES AND PROCEDURES "'No COORDIN...nNG ÀlL POFn"IONS or Tl-lE
WORK UNDER THE CONTRACT
PROVlDE ... PORTA8U F1RE (XTINGUISHER wITH... FtA.nNC Of NOT LESS
2 -AI 08C WITHIN 7~ rrE'T TRAvEL DISTANC( TO All PORTIONS OF THE
DURING CON$1RucnON
THAN 2-'" OR
PROJECì AAtA
11
AU.. CONSTRUÇTION SI1AlL S£ IN A.CCDRQ.ANCE WIT~ UNlrQRlol BUILDING COOt
romON. AlONG WrT~ 1994 UPe. UUC. AND T~E 1994 N£C.
,
99
UBe
3. CDNiRACTOR SHAll. PROTECT AU. EXISTING F1Nl$HES THAT ...R( TO RElrMlN
SHAll. REP"'IR ANY ~( TI1AT WAY OCCUR DURING CONSTRUCTION
14_ SEAl ArL.L PENETRATIONS THRQI..GH FlR( R.ATEO AREAS wITH U.L. LISTED OR
W.T[RtAlS
SEALANTS AND CAULKING-07900
7
DIVISION
LOCAl BUIlDING IN3PECTORS SHAll BE Nonl='IEO NO LESS THAN 4e HOURS IN AO"....NCE
Of" CONCRETE POURS_ UNLESS OTHERWISE SPECIF1£Q f1"I' OWNER OR LOCAL JUR!SDICTION
2.
CONTRACTOR
APPROVED
, "
1
I~
5/24/00
$/JO/OO
P'"'CVIQE JOINT SEALERS. JOINT nLLERS ....NO OThER RELATED WATERLA.LS TKAT ARE
CO"",PH1BL( WITH ONE A.NOTHER "NO WITH JOINT SUBSTRATES UNDER CONDITIONS Qf
SERVICE AND APPUCATlQNS PROVlD£ COLORS TO MATCH .ADJACENT SuRFACES PROVl:>E
BLI.C ( OR OT~ER NEUTRAL COLOR WHEN NO OTHER COLOR IS ,AVAILABLE
PREPARÞ.TION
A, ClEAR TREES. BRUSH A.ND O£BRIS FROM S'TE "'''£AS .AND ACCESS ROAD RIGHT 01=" WA
"'S DIRECTED BY PROJECT .......NAC£R
B_ PRIOR TO Ol"HER EXC...."AT10N AND CONSTRUCTION HTORTS GRUB ORGANIC WATERIAl TO ....
IolINI...Ulol Of SIX (6) INCHES BELOW ORIGINAL GROUND l£V[L
C.UNLESS OTH[RW'lS£ INSTRuCTED BY PROJ[CT lo&A.NAGER TRANSPORT -A.lL R[uOVED TREE.
BRUSH AND DEBRIS F"ROlwl T~E PROPERTY TO ....N AUTHORIZED lANDnL.l.
O. PRIOR TO PlAC(...[NT or F'lll OR BASE MATERIALS. ROU. THE SOIL
L WHERE UNSTABLE SOIL CONDITIONS "'RE ENCDUNTtRED. LINE or THE GRUB8ED AREAS
WITH STABILIZER W.T PRIOR TO PLACElol£NT Of F'IU OR BASE ......TERIAl.
DETAlLS AND SCH(t.üTlCS ARE TO PROPOSE TO SHOW END R£SULT OF" T~E DESIGN UINOR
"'OOlF'ICA.TIONS WAY OEEu TO B( NEC(SSAR'l" TO SuIT JOB CONDITIONS "'ND DI"'ENSIONS
SUCH i.600InCATIONS SHAlL BE INCLUDED AS P...RT OF' THE WORK.
fOR ~[VI[W
fOR lClHWG
l$SU[!)
ISSU(l)
O"E-COMPON[NT POLYSUlF"rD( 8AS(D, ONE PART ElASTO...£RIC SEAl..ANT. COlwlPLYfNG WITH
rs TT-S-002JO.CLASS A T'Tl'E II (NON-SoIl.G). ~OR JOtNTS ,AT PENETRATIONS ll1ROuG~
(Xr(RIQR W"'llS. PROVID( COtrolPOUNO BEARING T~E THIOCOL CHElrollCAl CORPORAnON SEAL
or ....PPROVAL PROVlD( ONE or THE FOllOWING OR AN ",PPROV(D EOU"'L
A fL'£XIStAL 900 SERIES BY o.-.p. INC
B .-+ORNI1.Ex ONE - CQNPON(N'T BY W R GRAC[ &: CO
I~s I
I.., """ I
,6:, 6/2J/oo R[\tS([l PER c;:R()WN
ill 7(7/00 R£V!S£D PER CROWN
&
&,
&,
ON(-CO",PQN(NT "'CRYUC S[.Þ.LANT, A.CRyUC TERPOLY!.AE~. SOLvENT 8A.SEO ONE-PAR
TH¡:RuOPt..A$TlC SE.ALANT COUPQUNO. SOUDS NOT LESS THAN 95~ ACRYLIC. CO",PlYII
FS TT-S-002JC. ClASS 8 TYPE Il, I="OR PERI"'['T(P' O~ lolEìAJ.. AND OOOR f'R.ÞJ"l(S.
TH ~£SI-tOLDS ...T E:aERIOR DOORS. A.ND PIPE SL££VES Tl-4ROuGH EXTERIOR WAlLS AND >lOOP
SlA8S PROVIDE ONE Of THE I='OLlOWING Of AN APPROvED [Q~Al
... OA.P ....CRYUC 8'1' o...p. INC
8 GACO A.$-3 BY GoATES ENGJNEERINC/S"'C
OU:O-RESINS CAULKING COMPOUND all BASED l:!ESINOUS CÞ.UlI<ING. CO'-'Pl YING WITl-4
rs TT-C-5ge. NON-BLEEDING PAINlABL£ rOR ONE or THE I="OLLOWING OR AN APPROvED
EO'J"L;
.... \.'ULCATE:I: ff'r wR. GRACE & CO
!l1IS ¡)R,t....N(; IS COP'TRIGHT£D WJ rs llf( sou
PROP£Rn' or TH( OWNER. fT IS PROOllCED
SCXLl.r rM l1Sl (f'( Of: (JMlI[R N( ITS tffiJf.Tts..
~""U5£Ofl><S_""'/""
ThE: HrORWAOON COHT-'HD ~ IT IS fOR~DO£N
WTl'HOUT r..- WRtTT'[H P[RWlSSK)H Of TH£ ()Wto ~
o
FRAMES-OB
&
METAL DOORS
8
DIViSION
CHS
DFS
DRAWN BY
~RECOMt.AEND£D
"'NO "'S HEREiN
sue\,tIT SHOP DRAWINGS rOR THE rA8RICATION ...ND ERECTION OF HOLLOW l.l[TA:" DOORS
AND 'RAIol(S INCLUDE D(TAJLS Of EACH 'RAUE T'l'PE, EL'\IATIONS or DOOR OEStGN Ti'P::S
CON:)rnONS ...T OPENINGS, D[1"'ILS Of CONSTRUCTION.
LOOTION AND INSTALLATION REOUIREMENTS or FINISH HAROw...RE AND REINrORCEuENT.
"'NO DET""LS or JOINT CONNECTIONS SHOW ...NCHOR,AGE AND ,ACCESSORY ITEl.f5
PRO'¡ID( DOORS AND ~RAMES CQl.fPL Y(NG WITH STELL DOOR INSTITUTE
SP£::IF"rCATlONS ~OR STAND"'RDS STEEL DOOR AND F'R.....ES· (501 100).
SPU:IFÆo
INSTo\U.ATlON
A. THE SrTE !.NO TURNAROUND AREAS SkA.Ll.. BE ....T THE SuB-BASE COURSE ELEVATION PRIOR
TO FQR...ING FOUNDATIONS GRAOE OR FIll THE srrr ....ND "'CCESS ROAD RECUIRED IN ORDER
THA.T UPON E\l[N DISTR!BUTION Of SPOILS RESULTING f"ROl,4 F'OUNo...nON [XC,&,V....TlON$
111£ R(SULnNG GRADE WIll CORRESPOND WITH $AlD SuB-BASE COURSE, £l£\i...nON$ A.RE
TO 8£ CALCULATED n:¡0~ F1NISHED GRADES DR SLOPES INDICATED
B II=' ANY. ExCESS SPOilS WUIIL BE Cl£AR[Q FR()Ir.A JOB SIT£ AND NOT SPREAD 8F:YOND THE
U"'rTS Of LEASE PROP£Rf'r UNLESS "'UTHORIZE IJY PROJ€CT lr.ol..A.NAGER 1 AS AGREE"'ENT
8'r' LANDOWNER
C THE "'CCESS ROA.l) SHA.lL BE BROUGHT fO BAS[ CQuRSf £LEV,ATION PRIOR TO rOUNOA.TlON
CONS'TRUcnON TO PER...n uSE COÞ.lPAcnON AND OBS(RvATION DURING CONSTRUCTION O'
THE SIT(.
D "'vOID CR(.AT1NG DEPRESSIONS wH[RE W...TER "'AT POND
( TI1E CONTRACT SHALl BE ASSUMED TO INCLUDE GRADING B...NKING. DiTCHING AND UNLESS
OT~ERwrsE INDICATED. COVERING TWO INCHES OF SuRfACE COURSE. A.l.l ROADS OR ROuTES
lIT1UZ(D F"OR -'CCESS TO THE SIT( COMlolENC'NG AT THE POINT OF INTERSECTION WITH THE
N(AAEST PUBLIC THOROUGH'ARE
F' WHEN ,,,,PROVlNG A.N (XI$1ING ACCESS ROAD. GRADE ll-lE EK!SlING ROAD TO REt.AOV[ "'NY
ORGANIC "'"ITER A.ND SuOOT~ THE SuRfACe BEI="ORE PlAClNC F'tLl OR STONe
G_ PLACE nll OR STO"'E IN SI:I: INCH WUI"'U" AND CouPAÇT BEF'ORE PLACING N()(ì L1n
H THE ~INIS~ GR-'DE. INCLUDING TOP SURfACE COuRSE. SHAlL (XTENO A UINlaAVÞ.l Of ON[
rOOT 8E'rOND THE SITE FINer AND SHALL COVER THE ARD AS INDI("TEO
I RtPRAP SKALl BE APPuEQ TO TH( SIDE SLOPES O' ÀlL FENCED SiTE ....REAS, P"'RKING
"'R[AS. AND TO AlL OTHER SlOpeS GREATER 1l1AN 2:1
J RIP RAP SHA.LL BE APPLIED TO THE $IO£.S O' DITCHES OR DRAINAGE SWALES.
to:: RIPRÞ,P ENTIRE DrTCH FOR SIX rErr IN ..U DIRECTIONS A.T CUlvERT OPENINGS.
L SEro I='[RTrUZER ....ND STRAw COVER SHAll B( APPLIED 70 AU OTHER DISTURBEú ARlAS
"-NO DITCH[S. ORAIN....GE. SWAlES. NOT OT~(RWIS[ R1PRAPPED
U_ UNDER NO CIRCUUST...NCES WIU DITCHES, SWAlES. NOR CULvERTS BE PLAcm $0 TH[Y
DIRECT W"'TIR TOWARDS. OR PERutT STANDING WATER IUUEQLA.TELY -".OJACENT TO R"'ILRO.4.0
BALLAST. I=' DESIGNS OR E:"'E\'AT10NS CONFLICT WITH THI$ GUIDANCE AlV"P SHOULD 8E
AOVlSED IMlol£DI...Ttl'r
N IN DITCH LIES WITH SLLlPES GREATER TH,AN T[t-4 P[RCENì. UOUND DNE~S ONARY
H(AOWA.LLS IN T"iE DITC..... AT CULvERT ENTRANCES TH( HEADWALL SH-A.ll BE POSITIONED'
AT AN ANGLE NO GREATER THAN 60 D(CR(ES orr THE DITCH UNE R1PRAP THE UPSTREAM
Slo[ QF TH£ HEADWALL AS .....ElL ..s T~E DITCH FOR SIX HET AeovE Tl-tE CULvERT
ENTRANCE
V[Rlrr All
DI"ENStON5
CL£,,\NUP A.ND S.AFETr; M:EEP PROJECT AREA ClLAN. HA2.ARD FREE, AND DISPOSE or AlL
DIRT. DEBRIS. RUBBISH ""'0 (OUtP"'(NT RE...O\l£D ANO NOT SPEClFI(O .\S R(l,4AJNING THE
PROPERTY Of THE OWNER. ETC. l£A\I( PRE~ISES IN A V,ACUU'" AND BROO~ CL£,..lN
CONDITION; fREE: F'ROw PAINt SPOTS, OUST. OR SMUDGES 01=' ,ANY NATURE. fHE
CONTRA.CTOR SHAW.. BE RESPONSIBLE F"OR lolAlNT...INlNG ALL sYSTEMS EOUlP"'ENl IN A
Cl..£AN WORKING ORDER UNTIL ACCEPTANCE Of THE PROJECT BY PROJECT MAN"'GER
TH( GENERAl CONTRACTOR IS R£SPONSIBl£ I="QR REDUNING T~E CONSTRuCTION PL..ANS TO
IllUSTRATE TH( AS-BUILT CONDITION or T~E SrT£. T~IS WIU BE DON( .lFT[R T)..j£ SIT[
HAS BEEN .....ARDED THE FINAL INSPECTION
TWO (2) COPIES or REDLlNED DRAWINGS WIU 8£ PROV1DED TO PROJECT .......N....GER AND
THE ENGINEER (1 E.ACH)
fIN", EOUIPMENT L()CAnONS WlTH OWNERS REPRESENTATIVE.
ARE 10 F'INI~ SURFACES UNL(SS OT~(RwlSE NOTED
15
16
17.
"
19
00
WORK-02
SITE
EARTHWORK AND DRAINAGE
P"'RT 1 G£N[RAL
WORK IHCLUDEC
.4.. RE'FER TO T~
2
DIVISION
NClUDED
WORK
'0.
PLAN "'ND SIT( Pl"AN
sYSTEI.4
RELAT[D WORI(
... CONSTRUCTiON or BUILDING
B. tNS'T,AL.l.ATiON or UTIUTl' &: GROUNDING
C ERECTION OF F"[NC(
LAND DfVElOPIolEN
--
SNOW HILL SITE
WINSTON PROPERTY
~
WH[~E rIRE-RATfO DOGR ASSE"'8uES "'R[ INDICATED OR P(QUIR[O, PROVIDE fIR~-RATEO
000;;; At.D rRA.M( ASSEMBliES THAT COMPLy WiTH NFP¡" 80 "STANDARD rOR nR( DOORS ,6.ND
WINloOWS", AND HAVE BEEN TESTED. LISTED AND LoIlBELED IN ..1CCORDANCE WITH ASTl,4 E 152
;';~:~~~~N~~2s~~~G O~N~ li~s~i~~~o~r ~~~c~. AASCS¿:P~~~~; ~ :U~~~I~~~ y H:~~gGNIZED
JURISDICTION
DIVISION
AND
AS
A. ACCESS ROA.O_ ruRNAROUND AR[).S, AND SrTES "'R( CONSTRUCTED TO P~OVlDE ... WELL
DRAINED. EASILT LtAINTAJNED. EVEN SURfACE ¡:'OR MATERLA.l .&.NO (QU1PlolENT DELlVERt(S
IolAINT'(N...NC[ PER SONNE;. ACC[SS
QUAliTY A.SSURA.NCE
A A.PPlY SOIL STERllIZ(R IN ACCORDANCE WITH MANU~"'CTURER's RECQuuENDAnON (US
NEEDED)
8_ GRASS SEEDS SHA.LL BE "PPlIED "'ND l.tAINTA./NED ...s RECO " "'£NOE:D By TH[ SEED
PRODuCER (IF' REQUIREDi
C vEG£lATlON LANDSCAPING., If INCLuDED WiTHIN THE CONrR...CT. WtlL Sf. PLACED "NO
R[CO"''''[NO((1 By NuRSERr INDuSTRy STAN[)A,RDS (IF REOUIRED;
SU~V['r STA.KES AND SO EL.EVATlONS PRIOR ro A.NY cow:;mUCTtON
e THE COUPLfT( ROA,() "NO SIT( ....R[).. Will BE GRuBBED PRIOR TO rOUNDATION
CONSTRUCTIQtl O~ Plo'C[l.l£N1 or A....O ~IU OR SUB-BASE Þ.lAl"tRIAL
( ((JNS1Ru':' T(...POR....R'ì (ONST~uCTIOr-.; lONl ACCE':i$ DRI.....E
o THE SrTE "R[J.. WIU BE .sRouel-,a TO Sus--BASr COURSE EL['\;'AT10N AND TH[ AI."([S:
TO e....SE COURSE [LE\i..TlON PRIO~ TC rORloAlNG rOUNO.4T,O~
E APP!..'r <;(ll~ ,>TE~I~:?[¡;¡ ;>qlOfl T'J "\.A.CI~'G gAS[ l.lAõ[RI~
r GR.A.OE. SE£Ú ¡tRTI~IZ[r.¡ AN(J l,tUlCl-l DiSTuRBED o\REAS IIr,l...EOI....TtLY An[R 8RINGlt (, <;1
"NO "'(CESS ROAD TO BASE COURSE ElE"A.TION. W"'TER TO ENSURE GROWTH
G REIolOV( GRAvEL fRO'" TEMPO/U.RY CONSTRUCTlOl'. lONE TO ..N "llTHURlzt A.R[).. OR A.~
DIH(CTED 8Y PROJ(CT UA.N.A.G(R
H ...n[R CO",PL[TION or CONS~uCT¡ON BUT PRIOR TO TI1[ FINAl PUNCH UST INSPECTION
APPu T.....R[[ (J) INCHES or 1/'" lNCl-4 STONE TO "lL GRAvELED "'RUS (REf'[R TO GRA\.'
P"v[J.t(Nl Dn..IL)
I An(R ...PP;JC"TION~ or rl""Ai. SU~U""'C[S .lPPu SOil ST[RIUZE¡'¡ TO T.....[ STONE SURf"(ES
SU8"'ln"'LS
A BU"ORE COr.¡STRurIlO",
, I~ UoNDSCJoP¡NG I~, ,lo.PPU·..AtKf H) IHE CONH~,lC. f'N(J COPIES Of lH{ lAADSC"PI
UNDO_ NIJPSHh lrTI¡)o-HAD I~ " UlN[)SCA"~ ALl')W..NC['IIJ"S INUI!O[D IN IH!
CONrR...C'. ..."" Ilfl,lllEr, UsnN(. or PROPOSED COSlS UNIIEFI NUPSERr lrnrRH£."1
IR(FIR TO SIT[ Pt.....N rOR LANDSCAPING REÚuIRf¡,.¡rNTS)
I/') CU81C roo· or T.....[ PROPOSED SURf.I.C( COURSr .....
"" '.01
HuwB£ Q
CVR-363C
~r
PIC "<:...ED
CQ"-lPl YING WITH
STEEL.
CAPBON
STEEL.
,]'y
sn"IP CQ"-lI.4(PCIt..L QUAl
~6Q AND .GSlM A 56!:
DUALITY CARBON
SHE[TS AND
....Ir... AST!.l A
COLD-POllED STEEL SHElTS C()Io.AU[RCIAL
"<;1"-1 ;. 366 AND ....STt.A ,6. ~68
StJP~'rjR NO AN'::.HOR'j ~A8O¡ll
Rr')LLEJ 5T[[
CO...P~.r:NC
"OT
·JIL:::
o
QUAliTY ...SS¡JR....NC
CO"'PL y WIT)..j PROVISIONS 0'" THE rOlLO'NING :OO[S_ SPE:CI~ICA.TIONS "NO
ExCEPT WHERE MORE STRING¡::NT REQUIREMENTS ARE Sl-4Qw".. OR SP£:(lnED
A A.~I 30~ -89 ·S~f:I~:':::All')t.¡ rOR STPUCll)RAl CONCP[T[ r')H 8UILDlNC,:;-
B 4(1 318 ·'BUILDING COD[" Rfù!W~lÞ.l[NTS rOj:< R[INrQRC[[ CQN(R[1F· ¡o¡
AND ACIJIB~139 ..COt.A ,, '"....TII~.,.. 1f.¡!:vlS((J 1992\
::: CONr:IJ[1T P[H'¡'QPCIN( ?fC IN:;HTUT[ (CR<;I)-o.,AA~U"'1 Jr ';¡AN[IAR[
WORKS-033
CONCRETE
3
oIlVOR(S
THOMAS JEFFERSON PKWY,
CHARLOTTESVILLE. VA 22902
CI
SHEfT S
(OÞ.lPL fiNe WITt-<
OR PAINT
P"'INTS
r..a¡;¡I(ATE HOLLOn ...[l.l.l lJNIT,:", 10 Hl RIClú. NlAT IN APP(J.R"NC[ "'NO rR[E fRO~
DEFECTS, WARP r)IJ BUI".L[ WH(Rfvf r.¡ PkACTI~~A.i.. frY "'ND ASSE"'&L( UNITS IN TH(
loA...NLlf.L.CTUR[R-S PLANT WhO fxPOSED JOINT~ CONTINUOUSLY. GRIND "'NO l,A...t(E SMOOTH
tLu5,.j "Nr, INVISlf lE "'(ìAlLl( rllLER T(, CONCEAL l,tANUf"'CTLlRING DEfECTS IS Nm
16 GAG
PO UNI rs
ro~ :'1[[1 ~:UÓ(ft.CL:: uS! R'JS; INH,BITIV( [N......(L
HA)(ING, SUII"'~L[ AS .L. BASE rop SP(CIF"l(O ftNlSH
Of N:J
"'ANt!'''':Tl!P
lI.Pl--'IICA8lL
N(RS
~: AS
~ '--,
T~ AN[
I_LA'_ ·0
SH(1~ - lI.PPPLI(C' I·'J..,II. ¡
(.TH[P AIR~DRnNG 8µ
B(;~
55
It~S[ ¡"'·S
.4.51'-' ..
'.EC
., R1ENFORCINGASTl,4 A 6! S.G~ADE 60 DEFORMED
B wELDING WIRE Ç-"BR!("'ST... A 165 wElDED ST£(L WIRE fABRIC
C SUPPORTS fOR REINF"ORC[U[NI BOLST[R~. CH,t,,¡R': SPA.C£RS AND 0IHEf(
SP....CING. SUPPORTING "'ND REIN~ORCINC BARS IN PLACE l)';[ WI~£ El...R
CO",PlYING
RO
SHEfT mL
DO
SOl
BE
SHA
0[ viCES ~O"
TY~[ SUPPORTS
CONCR[TE
... PORTlAND C[UENT ASTÞ.l C I~O. T'1'P[
o ~IGHTwEIGt1T AGGREGAT[S AS ~ l ~JG
C Þ,IR-(NTR....INING "'OÞ.AI¥lVw[ "'SH.. c: 26(1 ([Rllrl(D
COl.lP"Tl8LE WITl-4 01....[P R[(¡,JIIoIUJ .wMHTllloIr~,
-J
--=~J
GENERAL NOTES &
SPECIFICA TIONS
~H[l ""Ul,4AfR
C-1
FltW. 0flAWIHG ~
NOT REI.£AS[])
rOll CONSTRuCT1ON
~
..NO
._AI
MotHl')
AND
"
,
COUNT(R')IJN
HARf)WAPI ¡JRP-'AkAII(lN ·ó.!¡PA, .(( HOLLOW ,, flAL <JNITS TO R[C((V
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PAGE 3
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ll<EHeE WITI4 !liE "EW UNES Of" T11E lLAS( PAAC£!. AHO COHl1NUlNC Tl1ROUCH !liE
.....OS OF SAID CRECORT A. WlNSTON SJTOO"2'[ 125.00 F£ET TO ... IRQ.. ..... SET: Tl<EI4C£
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69'.28 FEET TO THE POI..T OF BECI....wc. CONT.....lNC 18.11lO ACRES or lNfO fllOU RECORD
.....0 BEIHC SITUATED ,.. sconSYIUE Wo\GIST(R1Al IlISTRICT. Al8ElIAIIl£ COUNl'r. 'IIRCI-.
SUR\/£Y SHOWING
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SITUATED ON THE
PROPERlY OF
GREGOR'( A. WINSTON
DEED BOOK ,.8 PAC[ 540
"'0 ACCESS£O fllOU
STATE ROUTE »
SCOTTSVuE IOAOS1'ERW. DISTRICT
Al8E"-'AIL COUNl'r. Y\RQNIA
JUl.Y 12. 2000
SCALE: I" . 100'
JOB '00R001I7.00
TEL: ~-7n-'~ 'AX: ~-772-lIOSO
I'lMNEM MCHR:CTS IDIGM!M ~
8oIu...· . Auociol". IftC. 1201 Cot'øorate Ct'c.'e ~ ¥O. 2401I!1
NOTES:
I. OWNER OF RECORD: CRECORT A. WlNSTO"
2, LECN,. REFERENCE; DEED 8000< "8 PAC[ 540.
J. TAX YAP N\JW8ER: 101-7
<, PROPERl'r IS ZONED: RA
~, \ÆRTlCAL DAI1JI/ IS HAW-lIlI.
5. 8EAAIHCS ARE REF£RENCED TO Y11lC1MA SlATE GRID,
7, COORIlIHATES BASED ON Y\RCINIA STATE CRlO. SOU!li ZONE.
lL AlL EAS£"£IlTS OF RECORD WHICH WERE _EO TO
SUIM:YOR AIlE _ HEREON. NO nru: REPORT WAS
ruRNISHEO TO 5URYEYOR "'0 THERE ....Y BE
[NCU"8RANCES ON $URV('r'[0 PROPERlY NOT SHOWN HEREON.
9. LOCN.. POwER COlIPAHY: \ÆPCQ PHONE 5-40-28'-7'"
10, LOCN.. TELEPHOH[ CO....AHY: SPR1N'T PHONE 5-40-Z28-8101.
11, CAlL "/SS UT1UTY AT 1-110O-"2-7001 BE'ORE COlI..EHOHC
CONSTRUCTIO", I
2. PROPERTY IS LOCATED ,.. F,E."A FtOOO ZONE "C' AS PER
FtOOO YAP WITH A COlIlIUHITY-PAHEl H\J"8ER or 510006 0400 8
"'ll< ... ErrEC!M DATE OF DECE..8ER 15. 19110,
- - - - INOlCAl£S UHES THAT ARE rTlO" RECOROS
IoHO NOT SUR\l£Y(O ON !liE GllOUNO,
INOlCArES 5lJR\IEYEO lLAS( PARCEL
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.
A TT ACHMENT C
PAGE 4
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THOMAS JEFFERSON PKWY,
CHARLOTTESVILLE. VA 22902
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A TT ACHMENT C
PAGE 5
~."
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COMMUNICATIONS GROUP
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SUITE 700
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SECTOR 3 ANTENNA
ANTENNA AZllAVTH 40'
AZllAUTH 260' IWJ CHfTtR
IWJ CENTER 86'
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PROPOSED rrlAPORARY TREE
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AND ORIENTATIONS WITH TRITON PCS PRIOR TO INST,tti,ATION
OF ANTENNAS,
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A TT ACHMENT C
PAGE 7
¡m l 411-2000
n.. 418-2200 rÞoX
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Wffi<OUT Tl<E W!lfTl£H COHSD/T Œ ENClNŒR
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COMMUNICATIONS GROUP
SOUTHEAST REGION
1015 AVlATlON PÞR1<.WAY
surre 100
MORRIS\IU.E. NC 27550
Phone, 19'91 469-942ll
FU:(811il)45-M7
REl£ASE i
em
'/24/00 ISSU£D fOR R£'v1EW
'/30/00 ISSUED FOR IONHG
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& 7/"/00 000 1llΠHEIGIITS
&,
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RIJ'!lOOUCßON Cl/l US( Œ 1\tS _ WJ/Cl/l
THE WORIMl1ON CONTAHD III IT IS F'ORØIOOEN
W!II<OUTMWIlITl[NPIJlIlISSlONŒM_
ORAWH BY' CHS
CHECKED!J'(, D,S
SITE_
SNOW HILL SITE
WINSTON PROPERTY
SITE HlJllØ[R
CVR-363C
SITE ADDRESS
THOMAS JEFFERSON PKWY.
CHARLOTTESVILLE, VA 22902
SHEET mu
SITE ELEVATIONS
®
® ®
®~
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~ VI~
PlAN NOTE'
CD HEIGHT Of PROPOSED WOOD MONOPOLE
SHAU BE NO GREATER THAN 7' ABOVE
TALLEST TREE WITHIN A 25' RADIUS Of
THE PROPOSED CENTERUNE Of THE
PROPOSED WOOD MONOPOLE.
_.~
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IF TliE COJ..lPOUND IS CLOSE TO A ROAD WHERE Tl-l£RE IS A POSSIBILITY
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AND THE CONCRETE PAD l.AUST BE nNT£D (NOT PAINTED) BROWN
ELEVATION VIEW LOOKING NORTHWEST
~
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,
ATTACHMENT C
PAGE 8
r4r41i~ìoóö .-.
724 4'8-2200 FAA
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WITHOUT Tli£ WRITT£1\I CONS£HT Of £.Jt:;IHŒR.
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COMMUNICATIONS GROUP
SOUTHEAST REGION
1015 A.VlATlQN PAAJ(WA.Y
SUITE 70Q
MORRI~UE. NC 11&50
P'hof'".: (11I18) 488-G428
Fa: Uf1g) 48lHge7
Illl£AS( I
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PROP£RT'I' Of THE CM?tER. rT IS PROOUŒD
sa.nV ftft US[ Eh' flI: CMO AIC) rT'S AffUATES..
'V'fIllOlCroN OIl US[ ry TltIS _ N<ll/Oll
TH[ IHr~TØf C(WTAfllED ~ IT IS F'ORØIDOEN
wmo.rr M 'MMltJ\I P£RYSSIClN Œ M 0WNDl
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W_ I
SNOW HILL SITE
WINSTON PROPERTY
W IUØR I
CVR-363C
SIT[ ADDRESS I
THOMAS JEFFERSON PKWY,
CHARLOTTESVILLE, VA 22902
SH([T mu =:J
GRADING PLAN
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FlNAL. DRAWlO
NOT REL£ASED
III CQNS1RU(
OAlt: 7/13/00
BLACK
PINE
,. .,,-\v; .
¿XISTING 8
----
PROPOSED 10'1(12' CONCRETE
PAD WID< EOUIP"ENT
EXISTING 12".
45' TAlL
EXISTING 16 ".
72' TALL
EXISTING a". WHITE
2"'
PROPOSED
20' WlOE
ACCESS/lJT1lITY
EASÐ.fENT
EXISTING
70' TALL
EXISTlNG 6"'
48' TALl
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2"'
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EXISTING
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SCALE: " = 20'
20
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\
EXISTING UTIUTY
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f EXISTING
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---' ----- ----
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PROPOSEO JJU' OF
WITH AN 1811 SLOPE
INVERT INT 22_5'
INVERT OUT, '8.5'
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A TT ACIIMENT C
PAGE 9
J7~ SOl./lliPOINT( BLvo.
CANQNSBuAC. p" 15J17
~724~ 416-2000
n. 41&-2200 FAX
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CQMMUNICA nONS GROUP
SOUTHEAST REGION
1015 AV1AT1QN PARKWAY
SUITE 700
MORRISVtLlE. NC 21650
Phone: (818) 489--a42tS
Fax; (818) 481-*7
PROVIDED BY ADvANCE: TOWER STRUCTuRES
"NO INSTALLED 8'( CO~TRA.CTOR
)-1/2· DI~ M[TAl POSTS EMBEDDED
'N CONeRE'£: INSTALLED PER
I.4ANUFt..CTURER'S INSTRuCTIONS
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TECHNOLOCY.
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WINSTON PROPERTY
SfT( "'-1wB£.R
CVR·363C
SI1( .l.DDR(SS
THOMAS JEFFERSON PKWY,
CHARLOTTESVILLE. VA 22902
SHErr ml£ I
SITE DETAILS
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PROTECTION Or EXISTING V(G[lATION
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LOWERING OF EXISTING GRADE. ARüUND A IP£f
OR STRIPPING OF TOPSOIL. A elf. AN <:;HAF?"
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Tt-i( TREr SA\i( Þ-REA AT THE ~AME TlUl A':' OhlER
fROSION CONTROL MEASuRE.S ARE iNSTAllr-o
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IN PL,a.,C[ UNTIL ALL CONSTRUCTION IN THf ';1(IN'N
Or THE TREES IS COl.APl[TE NO STORAGE or
MATERIALS, FILL. OR EQUIPMENT AND NO TRESPA :;SlNI
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PROTfCTED AREA
PAR
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