HomeMy WebLinkAboutSP200000045 Action Letter
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COUNTY OF ALBEMARLE
Department of Planning & Community Development
40 I McIntire Road. Room 2 I 8
Charlottesville, Virginia 22902-4596
(804) 296 - 5823
Fax (804) 972 - 4012
November 16, 2000
Valerie W. Long
McGuire, Woods, Battle & Boothe, LLP
POBox 1288
Charlottesville. VA 22902
RE: SP-2000-45 Sweeney (Triton PCS CVR 362); Tax Map 94, Parcel 17
Dear Ms. Long:
The Albemarle County Board of Supervisors, at its meeting on November 8, 2000, unanimously
approved the above-noted request. Please note that this approval is subject to the following
conditions:
1. The top of the pole, as measured Above Sea Level (ASL), shall never 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 pole shall be designed, constructed and maintained as follows:
a. The pole shall be wood and dark brown in 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, antenna, and all equipment attached to the pole
shall be dark brown in color and shall be no larger than the specifications as
shown on the attached plan entitled Crown Communications/Carroll Creek:
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:
f. 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, 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: and
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Page 2
November 16, 2000
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 pole shall be located as follows:
a. The pole shall be located on the site as shown on the attached plan entitled
Crown Communications/Carroll Creek; and
b. The proposed facility shall be located not more than twenty-five (25) feet from the
existing access road;
4. Antennas shall be attached to the pole only as follows:
a. Antennas shall be limited to those shown on the attached plan entitled Crown
Communications/Carroll Creek;
b. No satellite or microwave dishes shall be permitted on the pole; and
c. Only flush mounted antennas shall be permitted. No antennas that project out
from the pole beyond the minimum required by the support structure, shall be
permitted, However, in no case shall the antennas project out from the pole more
than twelve (12) inches;
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 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
.
·
I,
Page 3
November 16,2000
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; and
10. The permittee shall comply with Section 5.1.12 of the Zoning Ordinance. Fencing of the
lease area shall not be permitted,
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,
u-
V, Wayne ilimberg /
Director of Planning &!Com
VWC/jcf
Cc: Amelia McCulley
Jack Kelsey
Tex Weaver
Steve Allshouse
Bob Ball, VDOT
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I. LAllCDl ARtAS SIW.l BE CCllJP.lCTm .., 5HŒJ>S FOOT _TOR ()It IlUœEll nll£D r. _-,[TIoUJC.' ~-JI£SIST_. 4000 PSI COWPRESSNl: STRЫ:Tl< CRO<JT.
IQJ.£RS IIEICHI... .T lEAST - TOHS. PIICl\oOO' ONE OF THE FalDWlNC OR ... -..ovrD [ou.l;
l. -.uR MEA5 SHAll 11£ COlJPllCltD .., 1'OWIÐl-0JlMR. HAHO HElD T~ 1. ro:ri ..s. .., EUCUl CHDlICAI. CO.
PAIfT . Ell£CUTlON 2....M:Ilf1.DW 713 .., _ IIlAlD£RS
I. IN5PECTlOJJS
LDCAI. IU.DNl ~ SHAU 8[ NCmI'Ðl NO u:ss TlW< .. HOURS .. ADoIAHCE
:z. ::-7' POURS. ~ lmØWlS[ P£Cnll In' OWNDI OIl LDCAI. JUIaSCICTlON. DIVISION 7: SEAlANTS AND CAULKING-07900
A Cl.£AJl T1lŒS. _ ANI \lOIlIS FTIOlJ sm: AREAS ANI .ocŒSS IlOOD RIQHY OF lIAY _
AS llIll[CTt ) .., PIIO.LCT "--
II.PIlIOll TO OTHEll EllCAVAYlON ANI COHSTIlUCT1ON EJTOJlTS CRIJI ORÇAHC lJATIIl""- TO A
-.ow OF SIX (I) r«:HES BElOW 0ItIGIW. CIllUC) l£VEL 1 ~.QHT S£AlDIS JC:M(I Fl..1DlS AJC) OTHER R£UlID "'TDlIALS THAT loR[
c:.UJUSS ~ lN5T!lUCTEIl In' PIIOJ[I:T lOlJOOGÐJ ~PORT AU. lIDC7V[D TTlŒ. . COlJPAl"1lLE llI1H ONE .ÎHo1>lOl ...0 WITH JOINT SUIISTTlATtS UNOÐl COIClITlOHS or
MUSH AND llQIIIl5 FTIOlJ TH[ P-.:JlTY TO ... Al/THORIl[]) LNOOfllL SDM:( ,HI) ~l1OJfS. PIlCMll[ CXlI.DAS TO ...Tl;H AIlJACD<T SUlfAŒS. PR(MO[
~=~~~ø:: ~~~~ CIlU8llED AA£AS 8I-'Cll OR 01H£R NElITRAI. COLOR TlHDlIIO 0'TltEJl allOR 15 AVNJaL
WITH STA8LlZEII - llRIOJl TO PI-'ŒlJO/I' OF F1.J. OR - lJA~ z. ONE-<XWPOHEHT POlYSl.U1OE II'S£D. OHE ~_ ElASTOlJDlIC StAlNIT, ~l'\HC WID<
~ TT -'HI02~.cuss . M'£ . (__SAC). F1lR JOMS AT P[H[\'RATlOHS THIlOUCH
3. IN$TAUA11OJJ ~ lIAUS. ""DYIl£ COWPDUND IIEAlIIHC lI£ lIOOCOl C>iEWCAl. COl'IPOIlATlO. SEAl
A. lI£ $IT[ AJC) lIØWlOINl -.os SHoIU. lIE J lI£ SUB-_ COUll$[ El.£VAYlOH PIlIOR CT _lO'iAL ~ ONE OF THE FllWlOJINO ()It ... ~ ~
TO fllMINl F'ClUNlloJ.llOHS. lllIADt: OIl /1J. lI£ sm: NeD ACCESS AOAD ~EQUIR[D .. 0JtllÐl .. nEXt;E1l. 100 SVlES In' ON'. 1llC,
J::T =~ ~~ ~= si:"~ ~~= _ I. HORNIU)( OJ [ - COlJPON£N1' IIY WJl CRACE a co.
TO 8[ CAI.CUl.ATÐl -- ~ ClIAlID OIl SLOPES INllICATÐl. 3. ONE -Q"JlJf'ON[NT ACRl\JC st:AlNIT: ACJrr\JC _ YW£R. SOl\IEHT lIAS£Il ONE-PART
.. F -. DlCESS SPDI.S WIJ. It: ClENl£D -- JOe SITE AN) NOT SPll£AO 1lE'r'ON0 lI£ ~PUSn: SEAl.4HT CXlWPOI.O<O. SlUl$ HOT l£SS TlW< 1I5ll .oam..c. ~l'\HC 1J!1H
lMTS OF lEAS[ I'lIOPlTI'TY lH.!SS "IITIIOlIIZE IIY PIIO.LCT lJAJOJŒR I AS ACJl£D £HT ~ TT-~-lD230, ClASS . T\1>E .. FOIl P£IltWETUI Of lJU... NJO DOOR _!:S.
In' lNClOWNEll. THIO£SH'''-J)S .T EXTtIIIOR 000ftS. _ I¥[ sur.£] THflOUCH EXTÐlIOA WAlJ..S _ FlOOR
c:. TN[ .ocŒSS IlOOO SHAll. 11£ IIAWc:HT TO _ COUI$[ D.£VAT1() PRIOll TO rO<,.wDAllOH sv.øs. _ ONE C1F _ FllWlOJINO OF ... -..cMD [QUAl;
COHS1TlUCTlON TO ~ USE. ~ _ 08SÐlVAIIDH DUAlÞIll CXlNSTRUCT1OJ< OF .. llolI' ,ØlYUC .., ON'. IHC,
THE SITE. I. c.oco Ar.-J In' eArn ÐØ<ŒRIJJC/SlIC
o. A\IllIl CR£AllJIG llÐ'AESSIOHS _ "TIll lOAY POICl.
E. TH[ CONTRACT SHoIU. lIE ASSUlJ£D TO IPCUJO[ ClIAOINÇ ~, llIT'CHWC AND U>I.LSS . OI.Dl-~[$o1JS CAUU<N: ~ 01. IIASlD RESINOUS CAl.U<lHC. COWP\.YlNC WITH
ClTHDIllIS[ IHOICAT[ ), 0ClVVlIHC - IJØÐ OF SUIlf'AC[ COURSl:. AU. OlOAOS OIl ROVT1:S . ~ TT~:-,",. 1JOH-1UIIlO.... PAlNTAlIl.£. FllR OJ [ OF I><E rouowo... OR ... ~
l/TLIZ[]) FOIl ACŒSS TO Tl<E $IT[ COJAlÐJClNO J I><[ POo<r OF HTtRS[CTlOJ< 1J!1H THE ~
N£NlEST I'UIILC lHClROlJQ<F-. .. lI\Jl.c.JÐ BY .Jl. ÇRACE a co.
F. _ ~ NJ ÐlI$nlÇ .ocŒSS IIQOO, lllIADt: THE £XlSY1NC ROAD TO Il£loO(N[ _
0IICNJlC "'TTDI _ SWOOT>< Tl<[ SUØ"AC[ Il£7OIl[ I'\JIO'" F1.J. OR $TClH[.
ç. PLOC[ /1J. OIl $TON[ .. $IX INCH ....... _ CDUPOCT IIUOIIE PLoD... NEXT LIfT.
H. lI£ _ CRAœ. INCllJDINC TOP SURrICE COURSl:. SHOU. O<TEHO . ......,~ OF ONE
L =..,.1I£;:n~E~~~~OF~~IN~~. PARK..., DIVISION 8: METAL DOORS &: FRAMES-Oall0
Nl£AS. _ TO AU. 0TH£lI SLOPES ÇJl[ATIIl TIWl 2, I.
J. _ SHoIU. It: AI'PU[ TO lI£ SIO£S OF DITCHES OR ORAIHAG£ ~.
K. _ EHT1Il[ llfTCH FOR $Ix ,¡[T .. AU. OlRECTlOHS AT Cll. >Ðrr OPENI...s.
L. ~~~_~HOT~~N..l. OTHER OIS7URBEO AREAS. 1. PRlMO[ DOORS _ nwc cowPI.'IIHC MTH STm. 0<l0!' 1NS1TT\JTE "ll£COW~ENOEO
... UNDER 110 ClRCUWSTAHCES Wll. 0lTCHtt SWAl.fS, IJOll ClA-VEHTS llE PlAC£O so THEY SPEClflC.r.DHS FOR ST_OS STUl. DOOR AND nwc (SOl 100). AHa AS H£R£JI<
0IlECT "TIll TClJWIDS, OR P£RlJIT STANDING .'TIIl -EDlAT[LY AllJOCENT TO IlAILIlOAO SPECIf1[O.
8oIUAST. F O£SICNS OIl El.£VATlOHS CCNFUCT WITH THIS CUlllAHCE ",VA/I, SHOU.D lIE
AIM$[ ) IlJW£DIATtl.Y. 2. $U8lJIY SHOP QIlAWINCS f'OIl THE rAØJllCAllOH _ ERECTlON CT HOLI.OW lJ[TAl DOORS
H." ~ UES 1J!1H SLOPES CIl£ATER TIWl TEN PDlCOIT. lJOUNO llIVERSlOJW!Y _ "'''/<S. INCllŒ O£TAU; OF EACH FlIAlJE TYPE. El.£VATlOHS OF DOOR O£S/GN M>ES,
~AlLS J THE ~ AY CUl~ EHTTWICES. lI£ H[AOWAU S>W.L 11£ posmO.EQ CONOfTt)Ns .T OPOOlHCS. O£TAIlS OF COHSnlUCTlON,
.T ... N«:U 110 Cll£AT'DI TlW< 10 ll[Ç [£S OFf" THE 0lYCH UHE. RIPI\AP THE UPSTREAlJ lDCATlOl, _ INSTAlUTlOH REQUIROO£HTS OF rlHISH HARDwARE _ R£l<FORCElJÐ<T,
SID[ OF - HtADWAU. AS WIll AS TH[ llm:>< FOR $IX nn A8OV[ TH[ CUCV[R"T AJC) 0£1~ OF JOHI CONNECT1OJJS. SHOW ANCHOIlIIGE _ ACCESSORY ITDIS.
ÐJTTWc;[.
3. WHI]l[ '1R[-llAlID DOOR ASSDlllUES AIlE 1IClICAT[ ) OIl REOUIREO. PRCMO£ FlRE-RATtO
0CI0Jl "'0 FlW'E ~ THAT COWPLY WITH HfT>A 110 "STAHllARD roR FlRE COORS AND
."lJO'O", _ HAVE 8EEN TES"TLl>, USTEIl AJC) WlD..ED .. ACCOIIOAHC£ 1J!1H ASTW E 152
"ST"'Oll¡O lJ£T>tOO$ OF "RE TESTS C1F 0001I ASSOJIlU[s· BY A HATIONAU.Y R[(X)CNIZED
"OEPD<;)[NT TESTINC ANO INSPt:c:TlOI< IoC£HCY IoCC£l'TABlL TO _rocs HA.......
DIVISION 3: CONCRETE WORKS-033l0 JUIllSOi(T()
.. HOT -RQu¡¡ STŒI. SHEETS AHll STRIP, ~ 0lJAUT"r CAR80N STEfl.. PlCKl1ll AHll
OILED. C~n«J WITH ASTW A 5ð1l AHll ASTW A sea.
I. 0U0lJTY ASSURAHC[; 5. ~-..R~D: ~H~.COlIIoJEIlCW. 0lJAUT"r CNIflON mEl. COWPcr"" WITH
=- =r"=O~~~co:i,~~~.sr...OARDS, I. SUPPol!~ _ ~ r.-.cATt Of NOT l£SS T>w< 10 CAGE SHEET srrn..
~:g r.~ -~~~ ~ ~~~ '11112) 7. 1<SElml. IOl.ß N<O rASTDOEJIS, "-irACT\JRE"S ST"'llARO UHITS COWPl...c: 1J!1H
AND A031lH1e "tOIAÆHT..,.". (R[VIS[ ) '"2l ASTW A 153. Cl.<SS CORD AS APPUCAa.L
C. CONCJl[TE -- STŒl. ..STIT\Ilt (CIlSI ,"IWJUAl. CT ST"'OARD PRACT'CE". o. SHOP-.PPI>t£D P"'/<T, f'OIl srm. SUAFAC[S lJS[ II1JST -"'181TM ÐWoiEl OR PAIHT,
l. -- "'1DMl.S: Ð"TH£Jl "'-l)llYlHC al _we:. SUlTAa£ AS A lIAS[ F1lR SP£CiÆJl <lHSH PAIHTS.
~~4"~~~I~~~ ~ rAMIe. ., r"""rr HOUDW WET... UHrT'S TO lIE 1ICIll. NEAT OJ APP£ARAHC[ _ "'0: ""'"
c:. ~ F1lR ~:8Cl5TIJlS, OWIIS, SPOCDIS NIO OTH[Jl OCW:ES FUR O£F£CT!.. _ OR BUCKLL WH£R[V[R PltAC'T1CAL m _ ASSOIBlE UNITS IH THE
SPAC"', SUPPClRT1NC - IlÐNf"OIlc:H; lOlIS OJ IVCE. US[ _E BAIl TYPE suPPOm ........CT\Jolfll·S PI.AHT. lJ( j EXPOSlD JOINTS COHTItUlUSI.Y, CR1NO _ .....E swoon<.
COlIPI.YIIJC WITH CllSI Sl'tDFlCAllOHS. Fl..USIi '*'D oMSIlll£ lJUAWC F1.J.£R TO COHC£Al llAHUf.cTURINC ~ 1$ 1101
ACCEP"T-.u.
3.~~
.. POlnUHO C£lJENT: ASTW C lilO. T\1>E 1. IO.COlJPLy """ SOl-loo fl[QUIIIDJ£Jm¡ AS F17UDWS: INTtlllOR DOORS SHAU. lIE SOI-loo.
8. UllKT'!lÐClHY AOOÆGATtSo ASTlJ C 330 CRAOl: . . ov,vr DUTY. lJOO£L 1. -... 18 l:AGE FACES.
c:, AIl-ÐllTlAlNllÇ AOlJIXTUJl[: ASTW C 2110 C£IlTY1Cl .., lI£ -.JF.ocYVR£Jl YO Il£
CXlW'iOraJ: IlIITH OTHVI IlEQUIt£D AOlIllrT\,Il[S. II.EXPO$[¡I r4STÐÆRS' UH.L:SS 0Y><£Rw1S[ NlICAlID, PIlCMO£ COUHTUlSUNK rv,T
PHiUJPs Ofl JoIClC$OH H£.ADS F1)R EllPOSEO SCREWs "'0 IlOl TS.
'. "'lOJ'OII_ AND ODIGN OF lJIX[S:
DaICJ lJtX TO PJl(MO[ ~ COJICfl[T[ WITH THE F'llU.D1noC ~ '2. F1HIS< 1_ ~YI( JJ, 1'IlÐ'_ HOU.DW WET... UHfTS TO R£C£M: IJOR"1lSE AND
.. IlDOO PSI 2Ø-DAY COlJPtIDSM: ST1IIÐCTH ~ FN5M ~ iHCl.lJllOIoG CUTOU'IS, 1l£H"ORClHC. llRUJJJG "'0 TAPPIHC
I. WÐQHT: 110 PCF .. ~ IllTl< .-. FMSH _ socouu: AND TDlPUlTtS PROvtllaI BY
c../c IllJ1O: 0.... YlXIlUI <- ..~). Q..)$ ...-... ("-[HTTWIo(l» ~ Sl.O'P\D. CClUP\.Y WITH IIf'PUC,ABL[ ~ OF NISI. In
~ FOR DOOR AND _ ~..
DIVISION 1 PRO'vîSiONS
GENERAl HOT£S
I.DJIOIOIIHCS /Ill! NOT TO lIE _ INTDCl£D TO 11£ _nc
_Yo 1H[ ..".,. IHOCAlID SHoIU. OICUJD( J1JflHIS>tMc: "'TDlIAI.S.
~ ...0 ~ H[CDlWIY TO ClU'\£TE lI£ IJOAX.
~Itn N..l. £lll-..r COCA' CT .......,¡( l.
2. PMJR TO $IJSlJfTTIHC A BOD, SIW.l ....SIT lI£ JOe SIT!: _ BECOlJE
r_ llI1H All. CDHOIT1OH PIlOPOSID PllOJ£C1, IHCWOiJJ(; 00l0lJ110H.
lJ£DIAHICAL _ ElLtTTIIC:Al D -.;. AOJU$T liD ACCOIllliHc:l. Y.
3.COHTTW:TOII SHoIU. VDtn . 0lS _ 0IW£HSI0JcS OIl THE JOe SIT!:
"T~T-=~~ ~~~~KIQIO<
.. NO"TFY PllOJ£C1 ~ OF _ lJA.JC R£PAJCY _ lI£ COHT1IACT
llllCI.OilÐm. ÐaSrN: COHOIT1ClH5. _ O£SO< 1JJTtHl'. lI£ ctlHT'IIolcTOIl SHoIU. II[
II[SPOHS.8U FOR OBT""" TICS ClNII IlOH llRIOJl TO 0ll0CŒIlIJIC; """ THE JIOII (
OIl Il£UTID WOllI( .. OUESTIOH.
5.1NSTN..l. AU. EllU~ AND "'TVlW.5 lJANJFACTUlI£Il"S lI£COlJlJÐoJ.TlOHS UJI.LSS
SProI1CAU. Y 0TltDIlIIS£ 1ClICATÐ:l. ()It II[ l.DCAl c:ooa OR II[Cl.J.AT1OJJS YA ([
PÆC[])[NC[.
I.COHTTlACTOR SHoIU. V\SIT JOe SIT!: TO' . SCOP£ OF \IOllI( NJO [JOSTTNÇ SITE
COHlllT1OHS 1HCWllIJlC. BUT HOT LMTÐi lJIX:IWoCAL 5ÐMCE. D.lI:TTlJc:AL SDMCt
_ CMJWJ.. ~.
7. AU. TUD'ltClH[¡'lU _ l.4'r'OUT, SPECß:AllOHS. ~ INSTAUATlOH
- THOll ,..... lOCAllOH _ TO IIE'~ In' PllOJ£C1 "-- THE COHT7lACTOIl
SHOU. 11£ II[SPOHS.8U FOR ~TH: .., -.c """ THE """" _ CUAIINJC[
~ In' _ IIElAT[I) TO SolI) ~.
I. AU. IJOAX __ AND "'TÐIW.S SHAll lJŒT 1H[ IIO>£ST TTWlE STAIJOAIIlS. AS .
~ SWIlWIl, CllNJOI8oJ """ AU. APl'UCAII.£ CODES. Il£Cl.UnONs _ 0RlJIW (:(3
........ .AMSlICT1OJ . COIJT1W:T1-- CIV[ AU IJOTlCD AND c:a.t. Y llI1H N..l. l.4IWS.
0IIDiNJHCIS. IlUU:5. IGUlAT1 IlfU. 0IlD0I5 OF _ 0\J8UC AlITHORIrr
_OHlI£~ ~
e. El£l:TNCAl. smtWS SHOU. 8 POl H.LC. _ .. ACCOAIWIC£ WITH AU.
APl'UCAII.£ lIIUTY COlJI'NIY IS, AND I.DCIL AND STAT[ ..lJlIlSllOCTlO
CODES. 0IlDIIWlŒS AND _ IlAT1OJJS.
10. COHT7lACTOIl SHOU. ~ I 5UP[JMS/OH WHU _ SU8COHTllACTORS OR
-- .JIl[ ON TH[ ... S J. 5UP£JMS[ _ 0iRECT AU. IJOAX.
COHTTW:TOII SHAll lIE SDW.: .L FllR AU. 00IJSTRuCT10H _ lJUHODS,
TtCJNOUD. 5£lIUDC£s - : "'0 ~noo; AU. POImOIJ5 OF THE
IJOAX UNDER lI£ COIfTIIACT,
II.~ · PORTAIU F1R£ Ð "" A RATH: OF HOT l£SS _ 2-' OR
2-.\ Ieee _ 75 FW TIll : TO AU. POImOIJ5 C1F lI£ PIIO.LCT ÞMA
0l.IIINC CClHSTllUCTlOIt
'2. AU. CCIHST1luCT1OH SKAIJ. 8[ c[ IlIITH I.OIItlIIlJ 8UUlINC COO£ (uac) ,...
EDtIlOH. AI.ONC llI1H ,_ U THE ,_ HEJ:.
U. COHITW:TlllI SHAll "'llITtl:T >JHISJC _T _ TO 1lDIAlN. CDJJT1W;TOll
SHOU. -- _ _ n IlURIHG COHSlTIuCTloN.
... S£.Il. N..l. PÐlE1'TIAT1OJJS THIlO MEA5 IlIITH U.L USTEIl OR r.... ~
"'TÐlW.S.
I$. O£TAU AND !lCHOJATlCS _ , SHOW 010 Il£SUl.T OF lI£ ll£SICN. lJlIJOA
IJCIOIF1CAT1OJJS lOAY O£D TO D SUI' JOB CDNDITlONS AND _.
SUCH IJCIOIF1CATlOHS SHAll 81 ._ OF lI£ TIOIIK.
11.'I[IIlfY AU. ,..... ~ _ _ESOIT'TTY(.
11. _ _ TO FIISH 51 0TI<0lWl5£ MCJTm.
II. ClLNU' AND W£TY: ICŒP I E"Nl. HAZNlll F1lŒ. NJO DISPOSE OF AU.
0iIlT. O[lIlI$, __ AN) [ III AND HOT SPECIF1[ ) AS ~ lI£
PllOP£JlTY OF lI£ _ 0 :s IN A 1IACWlJ AND _ lUAH
CDPClITlOIO, FTIŒ ~ ..-r SMJDGD OF NIY ""T\ME. lI£
COHITW:TlllI SHoIU. lIE IIElPll T""" AU SYSTDJS ~ J A
lUAH IJOAXIJCl DIlDÐI lN1l. lI£ PIlDJC:T .,. PIIO.ltCT .....\0;[11.
". THE GЫIIAL CXlHlIIAC1tlII IS IlIIll.HJJ(¡ TH[ 00IJSTRuCT10H PUIHS TO
llilSTlIATE Tl<[ AS-1lJILJ COI TICS wu. 11£ DDHE AfT1Jl lI£ SIll:
t..s If:D AILIIlDm TH[ FIW
1: ~ES(lCT ~ PflOVIltD TO PIlOJ[CT lJAJl.ICDI AJC)
i
~
~
DIVISION 2: SITE WORK-02l00
EARTHWORI\ AND DRAlNo'oGE
PMT 1 G[H£AIrl.
1. WORK INCUJD£O
.. Il£rol YO 1H[ LNCl ctVWlPlJÐIT PI-'" AJC) SIT[ PI-'" FllR IJOAX 1HCUJ0fD.
2. R£UlID IJOAX
.. CCIHST1luCT1OH OF IIUlLDOHC F'Ol.OOO<TlOH
B.IHSTAUAT1OJl OF lIIUTY a CIlOUJC)tjÇ SYSTDl
C. ERECTlON or rooa:
3.~
A ACC[SS 1lOOO. ~ -.s, _ SITES All[ CONSTTlUC1'l:D TO PRCMll[ A WIJ..L
llIIAIH[]). E:ASIlY llAINT~, E'iEJ< su~rAC[ ro~ ...~ AJC) £OUIP\J[Nr D£l.MRC _
....1IJÐlAHC[ POISOHN£1. ACCESS.
'. ou.uTY AS$UfWIC[
.. APPLy 50Il STERUlDl OJ ACCOAIWIC£ WITH lINJUFACTIAl£R"S ~DoDATlO. (USE AS
H£II ( ).
8. CRASS SŒOS SHOU. BE AI'PU[ _ llAINTAINlJ) AS REc:.-[HO£O BY lI£ SŒD
PRODUCER (F REDutlED).
C. 'lEC[TAT1OJj lNC7SCIPINd. IF IHCUJO( ) _ I><[ COHTTW:T. WIU. 8[ P\JlC£D ...0
"""'AIlED AS ItECOIM:HO£D .., HURSEJlY IHDUST7l'1" srAJOolllDS (IF REWIl£D).
5. S£DuOc:lNC
.. ~ $UlIV[Y srNŒS _ SlT EU\lAT1OJJS PRIOR TO /<Xl' COHS7IIUCTIOH
I. I><[ ~ II(W) AND $IT[ ÞMA IIIU. BE CRUIIIED PRIOR TO FOuICllllOH
CON$TllUCT1OH OF PI-'ŒlJO/I' OF IIoICJ< FU OIl SUB-1IASt ...~
C. COOCSTTlUCT TÐIPOIIAWr CON5T1lUCT1OlJ lOJ [ ACCUS l) lf,I[
O. lI£ SIT[ AJI£A tIU. 8[ IIIOlØfT TO _-_ CDl.OlSl: El.£VATlOH _ lI£ ACCESS "OAD
TO _ COUIlS[ D.£VAT1OJl PMlR TO F"Oll\IJÇ FllUNQo\TlOH.
E. APPLy SOl. STÐIUZDI llRIOJl TO PLoD... IlASE lJATDllOLS.
r. CllAO(. SŒD FDlTLllÐI AND·IOI.\O< llISTUIlIICl AREAS '_my ""VI "'NCI... SIT!:
- ACC[SS IlOOO TO _ COUIlS[ El.£VATlON. "T'DI TO DCSuIII: GROWTH.
c. _ CRA'iEl. FTIOlJ _ CXlHSTTlUCT10H Z~ TO AN AUTHOIIlΠ--. OR AS
0lIt[CT[ ) BY PllOJ£CT -.
H. ""VI CDWllTlON OF COJJSTTIlJCT1OH WT PIllOIt TO THE .-. OUNCH LIST ~
~ "'"lir.l~tHOCS OF I /4 lOCH STON[ TO AU -.nm -..s (Il£rol TO GllAV[ ,
I. AFT£Tt N'P\.JCAIlOHS OF F1IW. SUAFAŒS. -"Y SOIL SYUlUZEll TO TH[ STOH[ SURr.ocES.
..~
.. Il£7OIl[ CONSTIIUC11OH
1. IF lNCl5CAPINC IS """'-""'&. TO THE CDI<TTW:T. "'" COPIES 01 THE LAHOSCAPE "-'"
UJClOl hJJRSD<Y LCTTUlHOD. IF . l.4HOSC\P[ .IU.OWAHC[ &IS IHCU.UD .. TH[
COJnIlACT. AN ITDIZID USTI'JC C1F PIlllJI'OSm COSTS UHO£lI 0AJRS£Rr I.CTTDlH£AO
1.= ~~~2~~ SUllf'AC£ COUIlS["'TDIML
S. ""VI 00HSTlI\.lCTl0H
I. -XACTURDl"S 0[SClBI'T)0H OF PlIOllUCT _ ~ STATDJD<T ()JO 5OIl. SlDlIUZ[]).
z. _ACTURDI"S ~ OF PlIOllUCT ON _ ANI FtJIlTlUZÐl
3.1NlDSCAI'lIJC ~ srATOlOlT.
8
......
...
......
CD
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. rCOMMUNICATIONS ~
375 SOU1HPOlHTE Ill',l).
~.PA 1aJ17
r.~~l ~l!-~ m
\...../ ...."'...........-.,
ArU ~ JKJ 'tfm[H ....l'tRW.. CCM~
HEREIN ARE T'H[ PROPERTY OF ENGINŒR
AI()",,'ICJT8(Cl.f'U:AT!D,(Q )¡)t1llSO.!lSlD
WITHOUT THE ~ C1»IS£1(r OF ~
OWI«'''' SOl,'I,.,
SOUTHEAST REGION
1015 AV\A.TlOH PNfJ(!WAY
SUITE 700
lolOAAISVlUf, NC 27580
"""'-'(ili)~
F",,~il~
-
DIVISION
.3. PROVIDE STEEL REINFORCING AT HINGES IN f-+OL.OW I.lETAL UNITS TO 3£ 7 GAGE
)( 10 1/2- II WIDTH REQUIRED
4. PROVIDE HOU.CW ~ETAL DOORS OF ThE :rPES 'NQICATEO ON THE: DRAwINGS AND
COMPlYING WITH SOI-100 ~INI"'U rr, MAT£RlALS AND CONSTRUCTION REQUIREMENTS.
5. PROVICE HOUOW lr.lETAl FRAMES OF ~E iYPES A.NO STY'....£S INDICATED ON 'fH£ DRAWINGS
AAl) WN/-'l'l'lNli 'KIIH SUI 100. PROVtCL 16 GAGE FRAl.lES AT INTERIOR LOCAT1QN$.
NOTE DoeR SHAU BE OP'::R..A.8LE FOR ::XfT'NG ;-RÇtJ ,l-Œ ,NS¡CE "'1T1-10UT rhE USE or A
KEY OR IV« OTHER SPEClAl Dé.'I1CE.
UNIT MASONRY-04220
CONCRETE BLOCKS:
A. STANDARO BlOCK SHAll. BE Tlol[ SIZE 1N00CATED ON THE DRAWINGS, UGHT GRAY OR
NruTRAL COlOR, AI-IO SHAtL CONfQRtoI TO THE REQUIREMENTS OF ~ C ~. TYPE
GAADE N, LJGH'TVfEIGHT TYPE 'MTH EXPAND Sl..ÞoG AGGREGATE
lofORTAA:
A. A, l YQRTAR FOR CONCRETE BLOCKS SHALl CQNFORl.4 TO ASTl.l C 270, TYPE SAND
S>W.L HAVE A COUPR,SSI'IE STRENGTH OF 3000 PSl iN 2B OAYS.
WIRE RÐNrORCING IN 8ED JOINTS:
A. TRUSS TYPE R[1I'tFORCOoIEHT SHAU. BE OUR-Q-WAll., OR EQUAl F"ASRICATEO W'lTI-l A
~ PA,tR Of' SIDE AND CONTINUOUS [)lAG()NAl CROSS-RODS SP"'CE.D NOT "'ORE TI-lAN
8- ON ŒNTFR. WIRE IN fABRICAOON SHAll BE GALVANZEO ACCORQING TO AS'N t 16,
ClASS 3. SIDE RODS SHALL BE 9' GAGE 3/18- Wl....~... L£NG1l1 SHALL BE 10'-0- WI'TH
""",TCHING CORNER ÞHJ TEE UNITS.
8. $P.AClNG: f't'P1CAl., IN BED JrnNTS. AT 16- VÐmCAl INTERVAl. CT OPENlNGS: A60VE AND
C. "'T OP(NIHGS: ABCNE NolO BELOW EACH OPENING PlACE REINF"ORClNG IN ONE ADDITIONAL
JOINT TO EXTEND J'-O- P/4Sf THE OPENING EACH WAY. SPUCE LENGTHS FOR HORIZONTAl
JOINT REJNFORCEIr.fENT SHAlL BE AT l..£AST 8- FOR TRUSS AND 1 S- FOR STRAIGHT TYPE.
INSTALL snn UNTU.S ABOVE E.J.CH OPENiNG. FlU. CORES WITH GROVT 3 COURSES BELOW
UNTU. 8EARO<C.
2.
3,
4.
STRUCTURAL STEEL-05120
QUAUTY ASSURANCL
COIr.fPl Y WlTH PROY!SIONS Of THE FOU.OWlNG COOCS, SPEClFlCATlOHS AND STANOAADS,
EXCEPT WHER( ..oRE STRINGD/T R(Q\)IROIEI/TS ARE SHOWN OR SP€CIFl£Q,
.. AISC ·CODE OF ST....OAAO ""-'CTlCE".
B. AISC "SPECIFICATION FOR STRUCTURAL STŒl BUILOINGS - ALLOWABlE STRESS
DESIGN AND PI.AST1C DESIGN-. INCL.L.OING l'HE ·COWlr, ENTAR'f AND SUPPl..£}, [NTS.
C. ANERlCNot WElDING 50Clffi (AWS) 01. 1-g2, -sTRucTuRAl WElDING CODE - STEEL-
"'TERW.S,
A.. STRUC11JRAL STU1. PlATES, Sl-W'ES AND BARS: A.S'Tl.l A 36.
B. H1GM STRENGTH THRE.AD£Q FASTENERS: A5'T'W A J25.
C. EliCTllOOES FOR WUO"G, DOXX.
O. AlL STRI..IC11JRAl STEEl SHAl.l. BE GÀl.VANlZED IN ACCORDÃNCE 'NlT'H ...sn.t A 15.3.
E. CEWENT GROUT: EW3ECO BY WASTER BUIlOCRS ~ !tN APPROVED EQUAl
F. NON-l.I£TAUJC. SHRlNKAG£-R£SISTAHT. -4000 PSI COt.tPRESSIVE STRENGTH GROUT,
PAQVIDE ONE OF mE F'Ol1..OWlNG OR AN .APPRO'ÆD EOUAL:
1. ruco N.S. BY EUCUO CHÐ.l1CAl CO.
2. IolASTl:RfLOW 7' 3 BY w.STER Bl.<LD£RS
RlliASE
""IE
~/15/00 !SSl.ÆD FOR RE'Æ1J
'/1/00 !SSl.ÆD FOR lQHI (¡
R£VlSlOHS
..,. ""TE
&, '/'3/00 IlE'<lSED PER CROWN
&. 7/7/00 IlE'<lSED PER CROWN
/S\ '/9/00 1lE>1SlD1llOllJlH{.lCHf
&
&
THIS_~COP11l>:>ITEDNIJ~1lt'SO!£
PROPERTY OF TWE OWNER. IT IS F'ROClUC:ED
sotRY FOR US£ BY Tl£ cwo Nt;) ITS ÞrfJ'UŒS.
~¡)tlJSEOF1lfS_AI()/OR
"'THE ~~ COHT"""'€D IN IT rs FOR8IlOf.:N
wm<lVT 1l<E """'lJ< ~ OF Th{ ~
DRAWN BY: CHS
CHECKED BY, aIM
SITE NAWE
CARROLL CREEK
I::> LJ Fit. Fit. E Fit.
>m NUllBER
CVR-3628
SITE ADDRESS
THOMAS JEFFERSON PKWY.
CHARLOTTESVILLE, VA 22902
ShEET TITlE
GENERAL NOTES &
SPECIFICATIONS
~ ~ ORAWHJ I I SHEET NUlolSER
NOT RElEASÐl C-1
~ ~
DATE: 00 ¡PlOT SCAI£ 23
AND CAULKING-07900
PRCMOE JC:Nf SEALERS. JOIHT FU.ERS AHO OTHER RElATED "'TERIAl.5 THAT ""E
CQt.lPAT18l.£ WITH ONE ANOTHER AND 'MlH JOINT SUBSTRATES UNDER CQNOfOONS OF
SERVICE AN:) APPlJCATlONS. PROVfOE COlORS TO ......TCH AOJACOO SURfACES. PRO\IIOE
BLJCl( OR OTHER NEUTRAL COUlR WHEN NO QTHER COlOR IS AVAlLABL£.
OHE-COWPONENT POlYSU1'1oE BASED. ONE PART ElAST()I, ER1C SEALANT, C()I, PLYlNC WITH
F"S TT -S-002JO.ClASS A TYPE II (NON-SAG), FOR JOINTS AT PENE'TRA.TlONS THROUGH
EXTER10R W,..~l.S. PROVI)[ COWPOUNO BEARiNG THE 1HIOCOL Ct£tr,¡IICAl CORPORATlQN SEAl
OF .l.PP'f;OV.AL PRO'Y'IDE ONE OF TH( FOl.L.OW'fl4G OR N<4 APPROVED EQUAL:
.. FlEXISEAL 000 $£RIES BY IW'. INC.
B. HORNfl£I. ONE - COWPONENT BY ..R. GRACE. co.
OHE-COWPONENT ,t,CRYUC SEAl»IT, ACRYlJC lÐ<POlYllER. SOlVENT BASED ONE-PART
T1iERll<lf'lA5X SEÞu.NT COIlPOUNO. SOUOS NOT LESS THAN '5~ .o.cR"rlJC. CO"P!. YlNG WITH
FS TT -5-00230, CLASS B TYPE II, F'OR PERltr.tET!R Of METAL. "-'40 DOOR ~ES,
TliRESHOLDS AT EXi'ERKlR DOORS. AND PIPE SLŒ'VES THROUGH EITERlOR wÞUS; AND FLOOR
SlABS. PROVIDE OHE OF mE FOllOWlHC Of' .v. APPROVED EQLI.A.l:
A.. D.tP ACRYtJC BY CAP, INC.
B. GACO AS-) BY GATES ENGlNŒRING/SWC
OLEO-~~ CAUU<ING COlr,lPOUNO: OIL &.SED RESINOUS CAUlKING, COJr.6PLYl~G 'MTH
FS TT 4:-59,:}, NON-BLEEOINÇ. PþJNfAÐl£. FOFt ONE OF THE FOlLOWING OR N4 APPROvED
EQlJJ.C
A.. VUlCAID ;r( 'N.R. GRACE . CO.
1. P~DE OO]RS þ,Nf) FRAMES COMPLYlNC WfTH STEEL DOOR I~STIT1JTE -RECC~Io4ENDED
SPEClF1C,l.Tl()(.s FOR STANOAADS STEEL DOOR AND FRAt.4ES- (SOl 100), MO AS HEREIN
SPEOF1EO.
2. SUBNIT SHe :: DRAWINGS FOR THE FABRK:ATIQN AND ERECTION OF t10UOW METAL DOORS
AND FRÞJr. ES. INCLUOE DET.AJLS OF EACH FRAI.lE TYPE, ELEVATIONS Of DOOR DES:CN TYP£S,
CONDITlOHS "T OPENINGS, OEiAlLS Of' CONSTRUCTlON,
LOcÞ.TIQN AIm INSTÞUATlON REQUIREW£NTS OF FlNISH HARDWARE AND REINFORCEMENT.
AND DETNLS OF JOINT CONNECTIONS. SHOW ANCHOAA(ìE AND ACCESSORY rro.ts.
J. WHERE F'lRE··RATED DOOR ASSEMBUES ARE INDICATED OR REQUIRED, PRO\'tOE F1RE-RAT(O
DOOR AN'D FI\).NIE ASS(...eu(S THAT COUPLY WITH NFPA 80 -STANDARD FOR FlRE DOORS AND
WINDOWS·, ~D HAVE BEEN TESTED, USTEO AND LABELED IN ACCORDANCE 'MlH AS1lo4 Ë 152
-STA.HOAAD 'lETHODS Of FlR( TESTS Of" DOOR ASSEMBUES- BY A NATIONALLY RECOGNIZED
rNDEPENOEm ~ING ÞJ\ID INSPECTION ,t,(;ENÇY ACCEPTABLE TO AUTHORmES HAVlNG
JURISDICTION.
.. HOT -ROlLED STEEL SHEETS AND STRIP, CO....ERCIAl JUAUTY CAABON STEEl.. PICKLED AND
OlLEO, COMPLYING WfTH ASTW A 389 A/IW ~ A ~68.
5. COlD-ROU!O STEEL SHEETS: COlr,lMERCW.. QUALfTY CARBON STEEL. COt.lPlYlNG wrrn
ASTir.! A 363 AND ¡l5lU A 568.
e. SUPP'QRTS AND ANCHORS: fABRICATE OF NOT L.ESS THAN 16 GAGE SHEET STEEL.
7. INSERTS, BOLTS AND FASTENERS: t.lANUFACTlJRE'S STMlDAAO UNITS CO"PLY:NG WfT'H
ASTlol '" 153. ClASS C OR D AS APPUCABt.£.
B. SHOP-A,pPPUED P.4.lNT: F"OR STErr. SURFACES USE RUST -INHlsmVE ENÞJ.4[l OR P"'INT,
EITHER j, R-I)RYJ./C OR BM.INC, SUrTABl...E AS A BASE F"OR SP£CIFlED FlNISH PAINTS.
~. F".o\BRtCAT[ HOC1..OW ME'T.4L UHITS TO BE RIGID, NEAT IN APPEARANCE AND F'REE FqoM
DEFECTS, W ..RP OR BUCKLE. WHEREVER PRACTlCAL m ~D ASS0A8l£ UNITS IN niE
w..M;r.f.CTURER'S Pl..A.N'T. WUD EXPOSED JOINTS CONTINUOUSlY. GRIND AN{) l.iAKE SMOO1'J-l,
FLUSH AND !tMSI8L£. UE.1'ÞUJC FlLlER TO CONCEAl w.NlIFACTURlNG DEFECTS IS NOT
,t,CCEP"T ABlE.
to.COfrolPlY WITH SOI-lOO REQUIREIr.fENT'S ,lS F"Ol1.OWS: INTERIOR DOORS SKAU BE SOI-100.
GRADE II , H~V"f' DUTY, WOOEl 1, W1NlMUW 18 CAGE rACES.
l1.EXPOS[D F"'SlENERS: UNLESS OTHERWISE INOICATro, PRO'w1DE COUNTERSUNK FLAT
PHIWPS OR .j¡IrCKSON HEÞDS FUR f)(POS£O SCREWS AND SOL TS
12. FlN~ HAROWAAE PREP.f.RATlON: PREPARE HOUDW ~ETAl UNrT'S TO RECEM ~ORT1SE AND
CONCf..'J..ED FINISM HARDWARE, I~LUDING Ct.JTOUTS. REINFORCING, OR1WNG AND TAPPING
IN ACCORDANCE ~ ~NAl F'lNtSH K,tJmWARE SCHEOUL£ AND TE....pl),TES PROVlOCD 8"Y'
KARDWARE suppt;ER. co..PLY WfTH APPUCABLE REQUIR[l.tENTS OF ANSI A 11 ~
"SI'ECIF1CÞ.T1OHS FOR DOOR ....0 FlW.tE PREPAAAnON".
o
FRAMES-081
&
DOORS
METAL
DIVISION 8
PART 3 PROOUCT'S
1. MATERIAlS
.. SOil. STÐllUZERS
TOTAL KU PR()(X. CT g1Q - [FA 102i2-7 '-""BUSH HERBlCIOE - EPA REGISTERED
PIlASNl CORPOAATlON _ INDUSTR.... PROOUCTS
P.O. BOX ~12J 14J5 WORRfS AVE..
DEARBORN, WI .a128 1'El. 31J 58J-SOOO UNION. /'oU 07Q6J TEL 800 526-",gU
B. R<Wl "'0 sm: ...TERIAl.5 SIW.L COJjF"ORl.l TO VA DOT R<Wl ....0
SPEOFlCAT1ON$ JAN. 1 ag4 WHEN REF£R£NC£D TO FU. WAITRW.. -
ACCEPTASLE SEl.£CT flU. SHAll BE ~ ACCOR~E WITH VA DOT
OEPNmÆNT Of PUBUC TRANSPORf"'T1QN ST,t,NOAAD SPEClflCATìON.
C. SOIL STERtUZER SHAll BE EPA REGISTERED Of' LiQ(JID CONPOSmON AND OF
PRE [ ' ERW<CE OESlCH.
O. SOIL STAIllUZER F_IC SHALl. B£ lMlW1 - 500X
2. EQUIPIoIÐ/T
A.. COWPACTlON SHAll. BE ACCQWPUSMED BY WECHANlCAL wEANS.
'. l.ARCER AAEAS ~ BE COt.FACTEO BY SHŒPS FOOT veAATOR OR RUBBER TlRED
ROLLERS WElGHNG AT LEAST FTVE TONS.
2. S~ AREAS SHALl. BE COWPACTUl BY POWElHlRIVER. HAND HE!.!) TAMPERS,
PART . mCUT10H
'. iHSPECTlOHS
L...OCAl BUU.DU"G INSPECTORS SHAll. BE NOllf1ED NO LESS THAN 43 HOuRS IN AOV.A.NC£
OF COHCRET! POURS. U"LESS 0ll-4ERWtSE SPECIF1ED BY OWNER OR l.C)CAl. JURlSDiCTlON.
2. PREPAAAT10H
A. ClEAR TREES., BRUSH AND DEBRIS FROW SIlE AREAS AND .ACCESS ROAD Ft1CHT Of WAY
AS DIRECTED BY PROJECT o.ww:ER.
B.PRIOR TO OlHER EXCAVATION ....0 CONSTRUCTION EffORTS GRUB ORGANIC ...TEll.... TO A
Wf<IWU" Of SIX (&) t<CIiES BElOW ORiÇlHAL CROWO I.£VEL
C, UNlESS O_SE IHSTIl\JCrrO BY PROJECT ........cER TRANSPORT ALL RÐ<OVED TREE.
BRUSH AHO DEBRIS FRON 'THE PROPERlY TO ~ AUTHORflED t.J,NOf'lLL
O.PRlOR TO PLACÐoIENT OF Fll OR BASE "'TrR1ALS. ROU THE SOlL
E. Wl<ERE UNSTA8I.£ SOlL CQHOmoHS ARE ENCOUNTERED, UNE Of THE GRUB8Ell AREAS
WIlli STA8IllZER ....T PRIOR TO P~ENT Of FlU. OR B<SE ....TERIAL
3. IHSTÞ<lAT1ON
A.. THE SITE AND TURNAROUND MEAS SHAll BE AT THE SUB-SASE COURSE El..EVATlON PRIOR
TO FOflI "G FQUNOAT1OHS. Gll>Il£ OR F1lL THE Sm: ....0 ACCESS R<Wl REQUIRED IN OROER
THAT UPON E'ÆN OCSTRI8lJl'ION OF spons RESULTING FROM fOUNDATION EXCAVATIONS.
THE RESULTING GRADE WIll. CORRESPOND WITH SAlD SUB-BASE COURS£.. ELEVATIONS AAE
TO BE CAlCULATED .-- FlNISHEO GRAOES OR SLOPES INOICATID.
B. F Wi. EXCESS SPOl.S WIll. B£ ct£ARED FllOW JOB sm: ....0 NOT SPREAD BEYOND THE
UlMTS OF LEASE PROPERTY UNLESS AUTHORIZE BY PROJECT _R / AS .IoGREEU ENT
BY LANllOW>OER,
C. Tl-IE ACCESS RCW) SHALl BE BROUCHT TO BASE COURSE Et£\IATlOH PRtOR TO FOUNDATION
CONSTR\JCTION TO PERWrT USE. COUPAC'OON AND 08SERVAnON DURING CONSTRUCT1ON Of
THE sm:.
O. AVOID CREAnNG DEPRESSIONS Wl<ERE .....TER "'Y PONO.
E. THE CON'TRACT SHAll BE ASSUlllED TO INCLUDE GRADING BANKING, DITCHING AND UNlESS
OTHERWISE INOtCATED. e<::WERING lWO INCHES Of SURrACE COURSE. ALL ROADS OR ROUTES
UTkJZED F'OR ACCESS TO THE SITE ~HCN:; AT THE PQlNT OF MfRS(CTlOH WITH THE
NENlEST PUBU: THOROUCHFAIlE.
F. WHEN IWPR:aV'lNG ~ EXtSllNC ACCESS RG6.D, CFW>E THE D:IST1NG RQA.D TO REMO'VE ÞHf
ORGNIIlC .....TTER AND SIMX)TH THE SURf'ACE BEfORE PLACING fiLL OR ST'Of'4E.
G. PlÞCE FlU. OR STOHE IN SIX INCH UAXIWUU AND COUPACT BEFORE PlJrClNG NEXT UFT.
H. THE F1NISH GRaDE, INCLUDING TOP St.JRf.ICE COURSE. SHAll EXTEND A L.lIN1UU'" Of ONE
FOOT BEYON) THE SITE FENCE AND SHAll COVER THE AREA AS INDICATED.
L R1PRAP SHALl. BE: APPU£.O TO THE SlOE SLOPES OF' Ã.I..1 F'ENCED SITE AREAS. PARKING
AAEAS. AND TO AU OTHER SLOPES GREATER THArt-l 2:1.
J. RlPIW' SIW.L BE ""PUEo TO THE SIDES 0. DITCHES OR Dl'<AlNAC£ SWAlES.
K. RiPAAP ENTIRE DrTCH FOR SIX F'E£T IN All QIRECT10NS AT CUL'ÆRT OPENINGS.
L SEED FERTILIZER NiD STRAW COVER SHALl BE APPliED TO Ail O1l-IER DlS11JRBED AREAS.
ÞHJ DITCHES, OfWNACE. SWAlES, ~ OTHERWISE R1PW1PPED.
... UNDER NO CIRCUUSTANCES WlU. DITCHES, SWALES. NOR CULVERTS BE PVCEo so T1iEY
DIRECT WAn:R TOWARDS. OR PERlrlIfT STAND!NG W",T[R l....EDlATELY AOJ"It,CENT TO RAllRO.AD
£W..I.AST. IF O£SIGNS OR El.£VATìQNS CONFUCT WITH THIS GIJ4~CE ALVAA SHOULD BE
ADVISED ¡,o"EC!IAT'ElY.
N. IN DITCH UES WITH SLOPES GREATER THAN TEN PERCENT. "DUNe OM:RS()NARY
HEAOW.ALLS IN THE lJ'TCH AT CULVERT EN'fRANCES. THE HEADWAlL ShALl.. 9E posmONED
AT AN ANGL£ NO GREATER 1'HAN 150 DEGREES OfF THE OlTCH UN£' RIPAAP THE UPSTREAU
SID£ OF THE HtADWAU. AS WEll AS mE DITCH F'OR SJX ÆET ABOVE TrlE CULvERT
ENTRANCE.
~
~
~
,¡
~I
~
~I
~
I
~
I
DIVISION 4
WARIlJMY
A.. IN AODmON TO THE WARRAHTY ON AU. CONSTRUCTION COVER£Q IN THE CQNTR.6.CT
QOCt..A.lENTS THE C()N"TRACT'OR SHAl1. R(P~R ALl ~E .f.ND ~EPAlR AREA BAD< AS ClOSE
TO ORIGINAl COHOl1l0N AS POSSl8L.E TO lEASE AREA. PROPERTY OR SlJRROCNOINC
CAUSED BY CONSTRUCrlON.
a. SOtL SŒRilJl.ATl()N APPllCAnoN wu. Gl.IAAANTIT VECETATIQH FREE RQAD MO SITE AREAS
FOR ONE YEAA FROW OATE OF FlNAl INSP£CT10N.
r N<:T1 JQIK'T\ &Q:'&C: IMI. "n r'rT I'"'J)("!WIIT\..l n" /r, ~ r::g&~ r"Y'tVÇg DQlf"lg Tn ¡:'11oJ&¡ I~""''''''''
Õ: lÑ-i~NG.iF~iNClUDED -WrTH/Ñ THE scOPE Or THE-COWAACT, WilL 3Ë GuAAANTÉEÕ-Föi:i'
ONE YEAR FRO" Clt&.TE Of FINAl iNSPECTION.
7.
PART 2 DEUOlIf10N
0£W0uTI0N SH.ALl BE C:ONTROlL£O TO PREVtNT THE: SPREAD OF OUST TO OCCUPIED PORT'IONS
OR THE BULOIHG..
EXISTlNG WORt< TO ROlAIH S>W.L BE PROTECTED FllO" IlAMACE. WORK QAw.CEO BY
CClHTRACTOR SHAU BE REP~REO TO WATCH EXIST1NG WORK.
AT THE END or EACH WORK DAY N.;() OU~ INCt...EWENT WEAll1ER, CLOSE All EXTER'0R
OPENINGS WITH WEAT1iERPROOF COVER.
RE'UCNE OEBRIS AND RUBBISH F'ROt.l THE SITE OA.lLY. 00 NOT ÁJ..l.O'W DEBRtS ~O R1JB8¡SH
TO ÞCCUWULATE IN BUK...DING OR ON SITE.
FOR FLOOR ....0 W,IU PENETRATlOHS:
.. COHTR.tCTOR WUST UlCATE RElNFORCI'OG BARS IN EXISTlNG "-COR SWlS US"C A REUABLE
HQN-OESTRUCTM: TESTlNG WETHOO ""PROVED BY THE OWNER. CORE 0R1ll AS NECESSARY
10 ÞtiIJN CABlE PENETRATION WfTHQUT cumNG EXISTING R[1NFORCINC BARS.
B. FlU. OP(HfoKj AFTER c..a..E INSTAI..l.ATl)H WIDl IHSTA-FQMfS INSTA-f.1RE SEAL S1lACONE
RTV F'QAM.
t.
2.
3.
..
~.
DIVISION 5
t.
2.
SEALANTS
DIVISION 7
t.
Z.
3.
..
GENERAl NOTES
1. DRAWINGS ARE NOT TO BE SCAUD. THESE PLAHS AR£ IN'T'ENOED TO BE ~nc
ONlY THE WClRK INDICATED ON T1iE IJRAWlNGS SHIi.l. OlCUJOE FURHISHNG "'TERIAl.5.
EQUtPWOO AND APPUR'TENANCE:S. AND LA90R NECESSARY m COWPl£T[ THE WORK.
Y'ERIF'Y AU £QUIPt.lENT L.OCATlOHS WITH PRO.J£C'T ~ER.
2, PRIOR TO SUBWrTTlNG A BID, Tl<E CONTRACTOR SHALL "'SIT THE JOe SITE AND BECO"l:
r.....ILJAR WffiI AU.. COJlfOfTlQNS AfFECTING THE PROPOSED PROJECT, INCluDING Oo.OUTION,
WECHANICAl.. NolO ELECTRICAl INST.AUATIOHS AND St-Wl. ADJUST BID ACCOROtNGLY.
J. CON1"RÞ.CTOR SHAll. \/ERIN AlL FIElD COfolOlT1ONS AND OIIr.fENSJOHS ON THE JOB SITE
~ ~Ji.~T P~) ~~~~ioC~S:ON aJg:¡~~rk~ KNOWN
4. NQT1FY PROJECT MANAGER OF ANY loWOR DISCAEPANCY REGARDING 'THE CONTRACT
OOCUIÆN11i, EXJSTlNG CONOmONS. AND OR DESIGN INTENT. THE COHTJW;TOR SHALl. BE
RESPOHSIIlLE FOR OBTAIHING T>tS ClNlIFlCAnON PRIOR TO PROCEIDlNC WIlli THE WORK
OR RElATED WClR!< IN QUESTION.
5.INST.tU AU. EOlJIPWENT AHD lUiTERlALS PER lo&ANUFACTURER'S RECOUIr.fENOATlONS UNlESS
SPEClFlCAU,Y OTHERWISE IN( CAlED. OR Wl<ERE LOCAl.. CODES OR R£cuv,TIONS TAl([
PRECEDENCE.
S. CQNTR.<CTOR SHAll. VISIT JOB sm: TO RE\"f)i SCOPE Of WORK "'0 EXIS1'1HC SITE
CONOlTlOHS INClUDING. BUT HOl LMTED TO. WECHAI<ICAl. SÐlV1CE. ELECTIllCAL SElMCE
.AND CN'ER.tU. COORDINATION,
7. ,IU TEW'IlOHE/FWlIO EQUIPWENT LAYOlIT. SPECIF1CATIONS. P£llFORllA.NC(. INSTÞ<lAnON
AND THOR FINAl. LOCATlON ARE TO BE APf'R<MJl BY PROJECT ........cEIl. THE COHTll,t,CTOR
5H.'U B£ RESPONSIBlE FOR COORlXHATlNG HIS WORK WffH THE WORK AND Ct£ARANCE
REQUIRED BY OTHERS RElATED TO SAIO EIlUlPIóÐIT.
8..ALL 'M)RI( PERFQRWEO AHO WATERWS SHALl. IrlIŒT THE H6Gr£ST TRADE STAHOAROS. ÞS A
lON"UW STANDARO. COHFOAW WITH ,IU ""PUCOBLE CODES. REDULATIONS ...0 OROIHANŒS
HAVING JURtSDlCTlQH. COHTJW:TOR StWl. Gtv£ N...L. NOTICES AHO COWPl Y ~ AU LAWS.
OROINAHCES, RVl£S, REGUlATlClf'fS AHD LAWf\JL ORO£RS oç N('( PUBlJC AlITliORrTY
BEARING ON THE PERFOIllolAl<CE 0. THE WOR1<.
9. ElECTRtCAL SYSTEWS SHAll. BE INSTALilD PER H.E.C. AND IN ACCORDANCE WITH A.LL
.awtJCAal£ UTIUTY COWPANY SPECFlC.ATlONS. AND l..OCJrL. AND STATE JURISOIC'TlONoaL.
coœs. ORDINANCES "'0 ""PUCAIILE REGULATIONS,
10.CON1R.OCTOR S>W.L PROV1llE CONTlHUOUS SUPERVISION WHILE Wi SUIlCOlffilACTORS OR
WORKllEN WI! ON TH£ JOlI sm: _ SHALl. SUPERVISE NÐ I) R[CT ALL WOR1<.
CONTRÞCT1lfl SliAI..L BE SOl£l. Y RCiPOHSlaL FOR ,IU COHSTRUCTIOI< W£ANS. , £T} OOS.
TEONOOES, SEQUENCES AHO PROCEDURES AND COORIltN.A1\HG AU PORTlONS OF THE
WORK UNDER THE CO!ffll.tCT.
11, PROVIDE A PORTABLE F'lR£ EXTlNGUtSHER Wffii A RATING OF NOT LESS THN4 2-A OR
2-A1œc WITHIN 75 FlU TRAVEl. OI5T....CE TO ,IU PORTIONS 0. THE PROJECT ÞR£A
OURINC COHSTRUCTlON.
12. AU.. CONSTRUCTION SHALl BE IN .f.CCOROA,NC( WITH UNFORW BU~NG COO£ (UBC) 1 gg...
£OmON. AL.OHG WITH 1 ~ LPC. l..U::, AND THE 1 ~ NEe.
13. CONTRÞCT1lfl SHALl. ~l[CT .AU EXlSTlHG fiNISHES THAT AM. TO RßWH. COH'TRACTOR
SfWi. REP.l/R Wi DAMAGE THAT "'Y OCC\JR IlURlHG CONSTRUCTIOI<,
,.. SW ALL PENETRATIONS T1iROUGH FUlE RATED ""EAS WITH U.L USTEO OR F.W. ""PROVED
WATERIALS.
1 S. OCfAlLS AND SCHE......ncs ÞoRE TO PROPOSE TO SHOW ENO RESULT OF' THE DESiGN. "!NOR
'*X) F1CA1'1()HS WAY O£Ð. TO a£ NECESSAR'Y TO SLKr JOB CONOfllOHS AND OIÆNSIOHS.
SUCH WOOIFlCATlONS S>W.L B£ INCl.lJDIll ;os PMrr 0. THE \\OR!<.
16. "ÆRlFY AU. FlNAl EQUIPWEN'T LOCATIONS WITH OWNERS REPRESENTATIVE.
17. () WEHS()NS ARE TO F1NISH SURFN:£S UNLESS OTI-lERWISE NOTED.
lB. ClEANUP AND SAFETY, K£EP PROJ£CT ÞR£A Cl£N<. HAZARD FRŒ. "'0 DISPOSE Of ,IU
I) RT. DEBRIS. RUIlIllSH AND EQUIPW£HT RÐlOVEIl ....0 HOT SPEClFlEO AS REWAlNING THE
PROPERTY Of THE OWNER. ETC. LEAVE PRÐJISES IN A VAC\JUW AND !lROOW Cl.£AH
CONOIT1OH1 FllE£ FRlJIj PAINT SPOTS. OUST. OR SWOGES OF Wi NATURE. THE
CONTRÞCT1lfl SHAll. BE IlE5POH5lBl.£ FOR WAlHTAlHING ,IU SYSlDI5 EOUIPWENT IN A
Cl£AH WORI<IHG 0RIlER UHllL ACCEPTANCE Of THE PROJECT BY PROJECT lJAI<OGER.
19. mE GENERAl. CONTRACTOR 1$ RESPONSIBlE FOR REOUNlNC 1HE CONSTRUCTlON ~ TO
Il..UJSTRATE THE AS-BUllT COHOO1ON Of THE sm:. THIS Wll lIE DONE AFTER THE sm:
HAS BEEN AWARllID THE FINAl. INSPECT1QN.
TWO (') COPIES OF IllllUHEO 0RAi0INÇS WlU. BE PRO\I1DED TO PROJECT lW<AG£R ....0
THE ENClNEER. (1 EACH)
STANDARD PROVISIONS
EARTHWORK AND DRAINAGE
PART 1 GENERAL
1. WORK INCLUDED
A.. REfER TO THE l.ÞrNO DEVELOPWENT PlAN ÞH:) SITE P!..N4 fOR WORK INCLUDED.
2. RElATED WORK
A.. CONSTRUCTION OF' 8UIWNG FUUNOA.T1ON
B.INSTALlATlON OF UTlUlY ~ GROUNOINC St;T[ ,
C. ERECTION OF fENCE
J. D£SCRlPTlONS
A. ACCESS ~, TURNAROUND AREAS, ANO SITES ARE CON5mUCTEO TO PROVIDE A 'NELL
OR.AJNED. EASILY WAlNTAlHED. EVEN SURfACE F'OR .....TERW.. AND EQUIPMENT DEl..I'IERIES AND
....t<!ENANCE PERSONNEL ,t,CCESS.
'" QUAUTY ASSURAHCE
A.. APPLY SOIL STERIUZER IN ACCOROAHCE WITH IUrNUFACTURER'S RECOt.lN£NDAOON (USE AS
NEEDED).
8. GRASS SEEDS SHALL BE A.PPl£O Þ.NO ~NTAJNEO AS RECOMtr.lENDED BY THE SEED
PROOUCER (IF REQUIRED).
C. VEGETATION LMDSCAPING, IF INCWO£D Wl'THIN THE CQNTR.t.CT. WILL BE PlÞCED N4D
IlWHT.AlN[D AS RECO.....ENDED rrr NURSERY INDUSTRY STANOAADS (IF REQUIRED).
~. SEQUENCING
A. CONF'lRW SURVEY STAKES AND SET ElEVAT'()NS PRIOR TO N('( CONSTRtX'TION
8. THE COMPLETE RQ.tD /lH) SITE AAEA WIll. BE GRUBBED PRIOR TO FOUNOA.TlON
CONSTRUCTION OF PI...ACD4ENT Of BN;K FlU OR SU8-BAS( WATEFMl..
C. CONSTllUCT TDlPOIWlY CONSTllUCTION ZONE ,t,CCESS ORNE
D. THE SITE AAEA Wl.J. BE BROUGHT TO SUB-BASE COURSE El.£VATlQN AND THE ACCESS RQ.t.O
TO BASE COURSE ELEVATION PRK)R TO FOAWIHQ FOUN0A1lON.
E. APPlY SOIL SiERlJZER PRIOR TO PLACING BASE WATERlALS.
F. GRADE. SEED F!RTl.lZER AND WULCH DISTURBED AREAS IWWEDIATELY AFTER 6R1N()1NG snE
AND ACCESS RCWJ TO SASE COURSE EllYATlON, WAT£R TO ENSURE GROWTH.
G. RÐ6CM: GRAVEL F'ROW ~ CONSTRUCTION ZONE TO AN Al.JTH()RIZE AREA OR AS
D<R(CTEO BY PROJECT UANACER.
H. AFTER COWPlETlOH OF CONSTRUCTlON BUT PR)()R TO Tl-IE FINAl PUNOi UST IHSPECTlON,
APPlY Tl<RΠ(3) INCHES 0. 1/4 INCH STONE TO ALL ORAVELEO AREAS (REI'ER TO GRAVEl
P"'VEWENT OET~L).
I. »TER APPlJCATlQNS OF FINAL SURFACES, APPLY SOIL ST'ERiUZER TO ;'HE STONE SURFACES.
6. SUBMmALS
A. BEFORE CONSlRUCTlON
1.IF l..A.HOSCAP1NC IS þPfJUCA8l£ TO T'r-IE CONTRACT, 1'WO COPl£S OF T'HE LANDSCAPE Pl.}.N
UNOER NURSER'Y l.ETTERHE.4D. IF A LMOSCAPE Al.l.OWAI'ICE WAS O<CUJO£Il iN THE
CONTRACT. AN rTilIZEQ USTlHG OF PROPOSED COSTS UNDER NURSERY l.£TIERHEAD
(R£FE.R TO SITE PlAN FOR LH«lSC.II'INC REQUIREWfNTS).
2. SUBWIT FOR ~ÞL. 1/2 cuac FOOT OF THE PROPOS£D SURFACE COURSE WAT'ER\AL
B. AFTER CONSTRUCTION
1. UAHUF,t,CTlJRER'S DESCRIPTION OF PftOOUCT AND WA/lRANrr STATDlENT ON SOOl STÐllUZED.
2. lWlUFN:T\.IRER'S 0ESCRlI'Tl0H OF PROOUCT ON GRASS AND F'ERTTUZER
J, LAHOSCAP!HG WNINHfY STA1'[IjEHT.
WORK-02100
SITE
DIVISION 2
WORKS-03310
OUAUTY ASSU........œ
COUPLY Wfll1 PROVISIONS OF THE FOLLOWING CODES, SPECIFlCATIQNS AND STANDARDS,
EXCEPT WHERE Ir.fORE STRING(NT REaU~Elr, EHTS ARE SHOW~ OR SPECIFlED:
A. KI J01-aQ "SPECflCATlON F'OR STRUCTURAL CONCRETE FOR 8UILDINGS~.
B.ACI 318 -aUIL...OiNG CODE REWREl,/iENTS FOR REJ'I4F'ORCEQ CONCRETE- (R€\'1SED 199
....0 ,t,C1.J1B-81l ·CO....ENTARY" (REV1SEll I.g,)
C. CONCRETE REINfORCING STEEL INSTTTUTE (CRSI), ·w.NUAl. OF STAHOAAD P'AACT'1C~.
REJNFORCING "'TERIAL.S,
A. RIENfORCINC:AS'l'W A ð 1 5,CRÞD£ 150 D£fORt.lEO.
B. WELOwG WlRE FABR1C:.A5'T"M A 185 lltElDED STEEL WIR£ F"Ã8RIC.
C. SUP'PORTS FUR RElNF'ORC04ENT:BOl.STER'S, CHAIRS, SP.f.CERS AAD QTHERJ€VICES FOR
SP.AC..o. SUPPORTING AND REINF'QRCH:; BARS IN PLJ,CE. USE W1RE BA.R !ì'PE: SUPPORTS
COWPlYlHC WITH CRSI SPEClFlCAT1OHS.
CONCRETE WATER\.ALS:
A. PORTl.AHD CE~ENT: AST\I C 150, TYPE 1.
B. UCIffiIÆlCIIT AGCREGATES, .\Sf\ C J30
C. ,,¿R-ENTRAI\IIHG AL}lr, IX11JRE; ASl\f C 260 CERllF1ED BY ThE IUJo.IUFACTURER TO BE
COWPATI!l£ WITH OTHER REQUIRED AÐW1X'ruRES.
PROPORTlONlHG AHO DES)GN Of lr, IX£5:
OESIGN WIX TO PRCMOE UCHTWEIGHT CONCRETE 'NfTl1 THE FOll.OWING PROPERTlES:
A. 5000 PSI 2.8-QAY COIo4PRESSI\IE STRENGTH
B. WEIGHT: 110 PCF.
c. W/C RAID. D." 1oIJ,XJ.uI (NON .I/R-ENTIlAINED). 0.35 UAXlWU" (AIR-ENTIlAINEO
CONCRETE
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COMl<Ð<ÇING AT A POINT ON THE NORIIiERLY RIGHT-OF-WAY OF STATE ROUTE 53,
V-... ;n¡¡ï", SAiû PûlNï ii( NG THE SllIJlM(A5T[RN IlOST PIlOP£RTY CORNER
OF JWUS L LNELY. JR.. OŒD IlOOI( l4ðO PAIl( 2' 4. TAX llAP , IJ-~:
lHfNΠ202.l' AlONG THE SIoID IIOUTE 53 RlQKT-OF-WJ\Y AHO THE v.NOS OF ROlIERT 8,
. CAlg,Yll P. SWŒNY TO A COlOlf:TE HlGHW,J.Y 1IClHUIl(KT: THElC[ COHTlNUlNG
'!HIlO\JÇH THE lANDS OF SIoID SWŒM' 562'03'03"[ 272.ee' TO AN IIIOH PlN
$£T AT THE TRUE POINT OF BEClIHHIlG(P.O.B. '1):
THENCE _'38'43". 58.51' TO AN IllOH PIN SET; THfNCE _'04'52"[
85. 'e' TO AN IRON PlH SET; THÐiC£ SII'"'05"E 125.00' TO AN IRON
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HM'"'orw 1IO.2e' THE POINT OF Il(l¡ Nte G COlITAlHIHG 14.747 SOUAAE
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AUIEWARl£ COVNTY, VlflC-.
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T.X I 94-17
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NOTES:
I . ()I NfJlS OF REQORO: IlO9ERT 8 . CAAOUNE P. SWEENEY
2. LEGAl. REn:JlOlCE: lIIlJ. lIOOIl )()()(XX PAGE )()()(XX.
3. TAX llAP 1UIIIEIl, 81-14
4. PllOPERTY IS Z~ ~
5. 'mlT1CAl. llt/.TIJIj III ~.
e. 1lEN1IIlOS~' mlO ..,ROlNIA STATE CAlC,
7. ~ ~ 'oWllHlA STATE 'QR(), SOUTH ZONE.
e. IIi.l. ÞSilíQRìfIÇ llIl: ifOCM ~ PROVIOEO TO
~'/II/Æ ... ftI;IIØl. NO TTUL R£POIU ~
f1JllllIIICD TO ~. flN ~ THEIlt flAY BE
~'4Ii~1IAMWÐ I'RllIVlYNOT _ HEREON.
8. LOCAl 1IlIIÞ·~· "" PClIiIEIl eo, PHONE IIM-M7-3000.
10. LOCAl. :rELfl'IC*r ~: _ PHONE 54O-n8-"0l.
II. CAl.l. IIISS Ul1IftY AT l-llOO-!llI2-7oo1 IIEI'ORE COIAIENCINC
COHS1Il\JC11OII.
12. PROPÐITY IS ~T!D " F,",IIA FlOOD ZONE "C. ÞS PER
Fl.OOO llAP l!ml A OOIIIIUNITY-PNÆL NUIIBER OF 510006 0375 8
WITH Nl Ef'FECTM DATE OF 0ECEII8ER I', '8BO,
LEGAl. O£SCRlPTlON FOR 20' ,t,CCESS\UTlUTY E.ASEIIENT
COIIWENCINC AT AN IRON "'" SET AT THE NORTHWEST CORNEll OF THE PROPOSED
lUðE PNlCEI.; THENCE S85'"'on: 87.112' TO THE TRUE POINT Of"
Il£GlHNING(P.Q.8, 'Z):
THENC( WITH THE CENTERUNE OF THE ZO' ACeESS\l1T1UTY EASEIIENT 2H8'
Al.ONC THE ARC or A 15.00' RAOIIJS CUlM: TO 1liE llJl" HA~ A CHORD
Il€ARlNG ANI) OlSTANCE or N4O"!llI'04 'W 21,lJ" TO A POINT: THfNCE
N86'O,'OI'W &3.88' TO A POINT; THENCE NlIJ"ZS'Q3'W 48,40' TO A
POINT; THENcr Nll( 'OJ'18'W 110.01' TO A POINT: THEHCE N73'"41'24'W
98.40' TO A POINT; THDlCE Nee'01'28'W 2 L 7' TO A POINT ON THE
NO«THER!.Y RlCHT-Qf"-WAY Of" STATE AOUTE 53 AHO IIEJNG THE END or 1I<E
ZO' ACCESS\UTlUTY EASEIIENT. HAVING A TOTAL LENGTH OF 318'.
APPllOX, LOCATlON
30' E.ASEIIEm" ÞS
$H()W ON A PlAT
Il'f WlWJ,ll S. ROI.JOOBUSH, IHe
DATED AUC. 2. 1I7S
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AOOI1lCW.L fRE[ ~ICKTS
SURVEY SHOWING
eoUNllNlY FROIJ R£CORDS ANO
AND ~~\~ ~"E'NT
SITEI:CVR 362, "8-
SITE NAME: OURRER
SIlt\to,TEO ON 'THE
PflOP€RTY or
ROBERT B, ct CAAOLYN p, SWEENEY
WILL ElOOI< XXXXX PAGE XXXXXX
AND ACCESSED FROW
RO\lTE 53
SCOTT'SVlU.( ~RIoII. OISTlliCT
ALlI(lLAIlI.É COUNTY, '<IRCINIA
JUlY 12. 2000
SCAIL '" . 100'
JOB 'OOROO1Z1
'TEL 540~'72- FAX' 540-772-11050
PlMØs Bl1 ..-
80lzer. .i.Mceíot...' Irte. '1 ...Corpo~le ~401e
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1015 A.VIATION PAAKWAY
SUITE 700
MORRISVILJ.E. NC 27560
Phone: (9HI) 469-!f(26
Fax: (9" 9) 469-9Q67
1
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sow.y F'æ US[ B'f' 1)'£ iJlI'IlO IHJ :TS AfllUAltS.
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SITE ADDRESS
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CHARLOTTESVILLE, VA 22902
SHEET Tr"l£
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519.118 ACRES
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TAX * 9.-17
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ffilTDN PCS (10'.,2') -
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WITHOUT THE wRITTEN COHSEHT ~ ÐGNŒR.
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SOUTHEAST REGION
1015 AVlATlON PA.RJ(tNAY
SUITE 700
MORRlSVllL£. ~C 27560
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SITE NUIOlER I
CVR-3628
SITE ADDR£SS I
THOMAS JEFFERSON PKWY.
CHARLOTTESVILLE, VA 22902
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sm: NUWBER
CVR-362B
sm: ADDRESS
THOMAS JEFFERSON PKWY.
CHARLOTTESVILLE, VA 22902
srlEET TTTt..E
SITE ELEVATIONS
SHEET HU~BER
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PROTECTiON OF EXISTING VEGETATION
AT THE START OF GRADING :NYOLVlNG THE
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PART , a 1882 OR EQUAL
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SlAB fOUNOAT1O+O OESIGNEO ASSU"'NG AllOWAllL£ SOil BEARING
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