HomeMy WebLinkAboutSDP200500045 Plan - Approved Minor Amendment 2005-12-29Location Map
BR" -'OWN SUBARU
r I I Fil - T T
Rt OU"TE 29N - CHARL0"TESV1_t__j_j_,E, VA
Standards and S
VIR(3i�VA DFPARTN'0F_tJ'1r1 OF TRANSPORTATION MOT) a2,�,D AND BRIDGE SPECIFICATIONS, DATED
2.
VflGIMA DEPARTMENT OF TRANSPORTATION (VDOT) ROADAND, EIRIDGE STANDAHM DATED 2001.
3.
VIRGIIIIIA DEPARTMENT OF CO'NSERVATION AND RECREATION, DIVISION OF ',;'301 AND WATER
CONSERVATION, V�IRGO�Ll 8LILSIEDWIENT CONTROL HANDBOOK, THIRD EDITION, 1992,
4.
ALBEMARLE COUNT'f $ERVICE AUTHORITY, GENERAL WAT2R AND SEWER CONSTRUCTION
c'PEGiFICATIQNS, ADOPIfED JANUARY 1.5, 1998,
Notes
,AENERAL
I
PRIOR TO ANY (,�ONSTRUCFiON WITHIN ANY EXISTING PUBLiC RfGHT-OF-�WAY,, INICLUDING.
22.
AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMYF� MUST BE MAINTAINED AND
SANITARY SEWER AND WATER MAIN CONSTRUCTION
NECTION TO ANY EMSTING ROAD, A PER4MIT SHALL BE 08TAI-NED FROM THE
MIADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR
-1, RVICE AUTHORITY
I ANORK $HALL BE SUBJECT TO JNSPECTION F3Y ALBEMARLE COUNTY SE
ViRG�WA DEPARTMENT OF TRANSPORTATiON (VOOTL THIS PLAN AS DRAWN MAY NOT
WJ1ERF DISCREPANOIES
23,
SHOWN ON THESE
THE CONTRACTOR SHALL PERFORM ALL WORK USING THI� DIMENSIONS Z:)
INSPECTOAS4 THE coNTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
ACCURATELY REFLECT THE REQUIpEpAE-�ITS Or THE. peRMIT.,
.
PLANS, THE'CONTRACTOR SHALL NOT USE SCALES, RULERS, DiffiDERS, MAP IWHEELSt OR
iT OF THE WORK�
AUTHORITY OFFICIALS AT THE STAP
001,1!JR THE REQUIREMEaNTS OF THE PERW T SHALL GOVERN.
OTHER MEASURING DEVICES 'TO DETERM1.111E SPATIAL RELATIONSHIPS 0 N THESE DRAVVING&
THE LOCATION:OF EXISTING UTILITIES ACROSS THE11NE Or- THE PROPOSED WORK ARE NOT
2;
ALL PA)V�NG AND DRAINAGF RELATED MATERIALS AND r.,(_')�43rRUCTiON METHODS SHALL
0 H WNISL
T E
241,
HALL NOT1.1-Y OPERATORS WHO MAINTAIN UNDERGROUND UTIL�TY' LINES
THE CONTRACTOR 3-
2�
'E PLANS AND WHERE SHOWN, ARE ONLY APPROX04ATE, THE
NECESSAR11 Y SHOWN ON Th
AND
r- 3 Um ESS
CONFORM To -01jRRENT STANDI)RDS AND SPEC11FICATIONS 0 VD(T L
THE AREA OF P80POSEO EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT
commAcTOR SHALL, ON HIS OINN]NITIATIVE, LOCATE A�L UNDERGROUND LINES
TED. I 1
-IN
-CLi
NOT MOFF �I WORKING. DAYS, PRIOR TO COMMEN MENT OF EXCAVATION OR
RE THAN TE
STRUCTUReS AS NECESISARY�
-D �N ACCORDA N 0-1 WITH
-S SHALL BE PROVIDC I
EROSION AND SEDIME�T CONTROL NIEASL)Rr_
DEMOLITION,I
AND CON-TRUCTION SHALL COMPLY WITH G 'ENERAL VVATER AND SEWER
3. ALL MATERIALZ� �J .
T'HE APPRO'YED FROVS:ION CONTROL PLAtN POID SHALL BE. mt-ISTAi-ILED PRIOR TO ANY C L EARIN G,
2:51.
CONTRACTOR EXCLUDE S THE COST 01 ANY SITE OR OTHER TRA H UOMPACTOR&
-01�;ICATIONS AS- ADOPTED BY THE ALBEMARt E COUNTY SERV(CE AUTHORITY
CONSTRUCTION SPE
1
GRADING OR OTHER CONSTRUC1 ONL
CQNCRECT� PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED�-
ON JANUARY '15, 1998,
4,
PAVED, RIP -RAP OR SIFABiLIZATFION MAT LINED DITCH MAY BE REQUIRED WHEN IN T HE
26,
THE R--ORM ITS OWN SITE WORK UP TO AND INCLUDING THE
POWER COMPAt Y WILL PE I
4� DATUM FOR -ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
. EEMED
OPINION Or- THE ALE3D'iIARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESiGNEE, DI
f
IT Alf�`�'ESSARY IN ORDER TO -STABILIZE A DRAINA(.11E GHANNE-1
ECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE
CONNECTION TO THE ELr
T E CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS LITILITY"
5. H
HEIP
10CATION, THE FELEPHONEE AND CABLE TV COMPANIES WILL PERFORM T 0 VIN SITE
5�
UNLESI'�'4' OTHERWISE NOTED, ALL STORM DRA IMAGE PIPE TO BE HANCOR 'HI-Q. VD0T
'WORK. UP TO A SINGLE BOX ON EACIDIH BUILDING,
ALL WATEER AND 'SIEWER PIPES '3HALI HAVE A MINIMUINs OF 'a PT. OF 00VER MEASURED FROM
'POP HI-Q 'HIGH DEPISIT Y
STANDARD PIPE BEDDING DE -TAIL P8_1 IS REQUIRED WITH HAN
N VIORK UP ' 0
THE POWER COMPANY WILL PERFORM VTS 01N :1-0 AND IN LUDING-i In
PIPE THIS I.NCLUDES ALL FIRE, HYDRANT
THE TOP OP THE PIPEf OVER THE C�NTERLINE OFTHE I F.
POLYETHYLENE (HIDPE) PIPE.
27;
HE TELEPHONE AND
(11011INECTION TO THE ELECTRIC METER FOR THE r?R.QPQSED BUILDiNGi T a E,
-
LINES, SERVIOE LATERALS, AND WATER, LINES, ETC'.
6.
0 MPLY WITH OSHA
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST 0
'
CABILL TV COMPAINIES WILL PERFORM THEIR OWN WQRK UP TO THIC" BUILDING,
F 5
SARETO BE: LOCATFO OUTSIDE Of . tQAOSIDE DITCHES,
7. ALL WATER AND SEWER APPURTENANCE.,),
�FHE CONES'TRUCTION' INDUSTRY 129 0F'R PART 19 2 6),
STAN6AFiDIS FO R r-
28�
ED'AND PIPED TO 'THE NEAREST DRAINAGE DITQH OR DRAINAGE
ALL SPRINGS SHALL BE GAPPC
-iADEND, LINES SHALL BE HODDED 'TO PROVIDE ADEQUATE RESTRAINT r-OR THE
ON DE
7,
THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH vrs RE� ATIONSHIP TO THE
OUTFALL� PIPE SHALL BE 6-INCH MINIMUM DIAIMETER AND CONFORM TO VDOT STANDARDS
8. VAI VES
VALVE DURING A FUTURE EXTENSION OF THCE LINE,
EX�STING SITE . SURVEY. THE cpwrRACTOR SHALL At -SO VERI,--Y ALL Dlli,��NSIIC)Nse SITE
S6-t NOTIFY ENGINCER IN ALL CASES,
N R A D ENGINEER
CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OW _E IN
OR OEEDIN(3 WITH
NG RQr
BEFORE COMMENCII p
29�
UNLE-SS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING. SHALL BE A M INIMUM OF 6410HES
r_ w
R 0 IN THE Fj`LD A
9� AS-SUILT CONSTROOTION DATA SHIALL BE IMAINTAtNED BY THE. 00� T A TQR .
'E OWNER OR HIS REPRESENITATIVE.T0 .13I.En-VE
SET PROVIDED TO TH
0 F ANY ERRORS, OMISS,510NIS OR DISCREPANCIES _1
. 0 1
BELOIN GROUND PLOOR INTERIOR FINISH FLOOR ELEVATION WFIE), GRADES SHALL SLOPE A
MARKUP ID OF PLANS SHALL BE
S THE DATA RE -CORDED SHALL BE IN A COR A
THE BASIS FOR THE FINIA� AS-8t)ILT PLANS. CC 0 NCZ
W 0 PH K,
-ITHER PROP OSEQ/E:XISTING
MINIMUM OF 5% AWAY F-ROPA STRUCTURES 'TO A POINT WHERE E HALL COLLECT
OF ADEOUATE CONVEYANCE "'DHANNELS Sr
AS
WiTH THE REQUIREMENTS AS SPF-CIFIED IN THE A.C.Sr,A, A'S-BU31L.T PLAN CHECKLIST. LATEST
8.
DEVIATIONS' FROM OR CHANGES TO THESE PLANKS Y-41-1- NOT BE ALLOWIED UNLE__8S APPROVED
GRADE:S� A DITC'H OF1 OTHER MEANS
AND DIRECT RUN-OFP AWAY PRQ�i THE. STRUCTURES,
ElDiTio�j,
T�--I_ EN G 1NEER/1-ANDS CAPE ARCHITECT.
THE OR NON-EXISTENCE OF UNDERGROUND
30.
THE CONTRACTOR SHALL BE. RESPONSPIOLE POR PERFORMING AN INDEPENDENT EARTHWORK/
10. ALL WATER NlAiINS SHALL SE CLASS . 52, DUCTILE IRON PIPCE -UNLE.SS OTH RWISE NOTED.
91
T14ESE PLANS DO NOT GUARANTEE tEXISTENCE.
UTUTIES. PRIOR TO ANY CONSTRUCTION ON EXCAVATION, THE CONTRACTOR SHALL VERIFY
GRADING ESTIMATE WHICH VAILL SERVE AS THE BASIS OF AIL C ONTRACTUAL OBLIGATION$
OF THE OUTCOME
11. PRIVATE FIRE LINES MUST BE TEIMPORARILY SHUT
Ur E FINAL RELEASE OF WATER NIEIC: . t-_ r_ C
I
'ryi� EXi�32TFNCE AND LOCATION OP, OR THE tION-EXISTENCE OF; UNDERGROUND UTIL TIES,
BETWEEN THE CONTRACTOR AND OWNER� OIPINER TO ROTIFY ENGINEER
-F To PfItOVE DOMESTIC, CONNECTIONS HAVE BEEN PROPERLY MADE.
or
THE '0*0NTRACTOR, SHALL BE RESPONSIBLE FOR NOTIF-YING 4MISS UTILITY" (1-800-552-1001L
OF CONTRACTOR'S ESTINIf"IT5,
THE 00tl TRACTOR 831HALL MAKE EXPLO'FIATORY EXCAVATIONIS AND LOCATE EXI�jTJNG UTIL1111-S
3L
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING M114Y ADDITfONAL Fll L MATERIAL
SHALL BE RF--SPK NS4J6LE
SLIRVEY AND TOPOGRAPHY
8
UFFIC TLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECEFJSARY�
8 �iEN
'HESE
THAT MI E OF CQi14,STRUCTION.AND
'-'�Y BE NECF�SARY IN THE COURS il 1 1'
FOR THE DISPOSAL OF ANY EX(,;ESS MATERIAL FROM THE Sl-Et AANY �UCH 'r_A!,!T'
_Y PROVIDED BY
BOUNDARY SURVEY PE-FIFORMED F3Y MOKEE CARSON. TOPOGRAPHK� SURVE
PLANS MAY BE
01 N f ONLY
THE E'XIS'TENGE AND/OR LOCATiON OF UTILITIES SHOWN 1
ISS REQUIREU TO TAKE PQ[_f.CAUTICjI`IA1eY
A(-',.'flVl-!Y IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEEFL
1i
MCKEE 0ARSON, ADDITIONAL BOUNDARY AND TOPOGRAPHIC iNFORMAIIOiN PROVIDED 8Y
APPROMMATELY CORRECT AND THE; CONTRACTOR
McASDVRE'S 1-0 PROTE . CT THE UN'LiTtES SHOWN HEREON* AN0 ANY OTIHER EXNSTINIG UTILITIES
IN THE
.11"E PLA;N FOR RIVFR HEIGI
B. AUBREY HUFFMAN FROM A S ? -ITS RETAIL CENTER�
H E PLAN' THI I -OR SHALL DE
NIDT OF 111ECORD OR 1`40T SHOWN ON TI-ESE -$� Ei CONTPAC
.32.
PAVED, PIP -RAP OR Z-TAFilLfZA"ION: MAT LIN�D 01 TH MAY 13-� REQUIRED VAIEN
?
ENOINEEMNG, OR THE DIRECT R_
R�sfootqs[811E POR rREPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITiES DAMAGED DWRING
OPINION OP THE ALBEMARLE COUNTY DIRECTOR OF
STABILIZE A DRAINAGE CHANNEL.
9, SURVEY DATUM� - USGS
ELY
;ONSTRUCrION, IF A UTILITY IS' DAMAGED DURING CONSTRUCTION, STOP W'ORK liMPAEDIAT'
FT I DEEMED NE�CESSSARY
DESIGNEE TO
TOP BOUI OF FIRE HYL)RANT ASSEMBLY SW CORNER OF INTERSECTION Or 1-184 Z9
AND NICITIFY THE FINGINEP_R�
33.
UN: PORMl
ALL TRAF CONTROL SIGNIS SHALL (;OiNFORM WITH THE VIRGINIA MANUAL FOR 1
3, BEN0,HMARK:
AND HILTON HEIGHTS ROAD, ELEVATION �; 427,24', DETERMINED BY 6, AU13REY HUFF -MAN, PER
11,
GONTRAC11,'OR AGREES THAT IHE SHALL A-DSUMC SOLE AND COMPLETE RESPONSIBILITY FOR.
TRAFFF10 0O';\fTRO';_ DEVICES),
SDP-89-038 jRIVER HEIGHTS RE-K"A"IL CENTER", APPROVED JAN, 27, 1989,
j08 SITE 0014DIT[011S Y'DURING THE COURSE OF CONSTRUCTION 10F THISPROJECT,
INCLUDING OF PFRSONS AND PROPFRTY� THAT THIS REQUIREMENT SHALL A?pLY
34.
UNLESS Q-T IP'- SHALL'BE REINFOCED -CON10'RETE PIPE- CLASS [It,
E NOTED ALL CONCRETE P, F_
SAPETY ALL
,i , I
CON-FiNUOUSLY AND NOT BE. LIMITED TO NORMAL WORKING HOURS; AND -rHAT THE -
- DEFEt 1,1 11DEMNIFY AND HOLD FHE OWNER AND THE ;ENGINEER
SHALL ID
35�
ALL EXCAVATION POR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH- OSHIA $TANDARDS
s n
Ila, wous_...
tNTRACTO
0 R ,
L
HA�M"ECSS FROM ANt AND ALL LIPBILITY, REAL AND AILEGE-D, IN CONNLO-HON WITH -HE
F�Ofj 001&.�_-TVRIUCTIOR INDUSTRY 0 (,FR PART 1926L
OF INORK ON THIS PROJECT. EXCEPTING FOR LABiLITY AFflsING f,�:ROMI
0 MANCE - C
1� LAND USF�. AU `0 CAR D�ALEHSH,P
"THE SOLE NEGLIGENCE OF 'THE OWNER OR THE ENGINEER",
I- .
2`0 1 T E
CONSTRUOTION
.
12i
- .
2ELOCATfOill OF Ai�,N'Y EXISTING UT!LiTIES SHALL BE AT THE OWNER'S .XPENSE AND
1,
TVE PAVEMENT SUBGRADE CBP
:UPON COMPILE-TIOWOF FINE GRADING ANQ PREPARA'qION OF 11
2; THIS SITE IS NOT LOCATED �WtTHINI A. RESERVOIR WATERSHED.
CIOMPILETED WITH e"HE SITE WOR'K THE DEVELQP�_H 8,HALF- BIE NOTIFIED AS TO THE
JESTS $HALL BE PERFORMED ON THE SUBGRADF SOIL, IF A SUBGRADE SOIL SUPPORT VALUE
CLOS-
THIS SIfE 13 NOT ADJACENT TO ANY WATER(' D EST WATERCOURSE IS THE RIVANNA
RELOY�",ATIONS REQUIRED PRIOR TO THE STARI' OP CONSTRUCTION- ADEQUATE A33-13UILT
Of 10 OR. GREAT'R KS NOT OBTAINABLE, A REVISED PAVE)MENT DIESIGN SHALL BE MADE BY THE
OR'
ROXIMATELY 700' 5ROM Pr ONT �NORTHWEST Ck N&9�
RIVER . APP�
R L_ Q , 0 R S 0- ADJUSTMENTS 'vVIL! BE MAI�N'TAWFQ BY THE 00i"ITRACTOR,
ENGINEER.
_�F 'XPLCP�3_'VE.8, -r,,dF-
BEFORE BURNING, BLASTING, OR T'RANSPO RTATION 13R ISTORAGE C
ALL UN-�UITA51_E MATERIAL SHALL SE RCMOVED FROM THE Q()NSTRU()_ft0N LIMITS OF PAVED
4, NO PART OF TH!S b.� - LIES 1,AjjT8;T1 A DE�S"IGNATED 100-YEAR 000 PLAINi
CONTRACTOR �;HA-Ll_ 06TAIT-4 ALL REQUIRED PERWT&
AREAS�
-5� NO SEPTIC 5ETBAQK LIMITS AFFECT THIS SITE,
1.
i4-
IERINISE SP-NFFIED, CONTRACTOR 0 0 K,
UNLESS OTH I-- , SHALL HE RESPONSIBLF 15OR AL
1
'CONSTRUCTION DFURIS SHALL BE CONTAINERIZED IIN ACCORDANCE WITH THE VIRGINIA LITTER
T
6. ESTIMATED TRAr-f�IC GENERATION- N01 APPLIGABLrE
)BLASTING, RJPPINIC3, EXCAVATION, TRANSPORTATION, PLACIEMENT, COMPACTION,
CONTROL ACT, NO LESS THAN ONE LITTEP RECEPTAOLE 8HALL BE PROVIDED AT THE
EXPLORATION AND
CONSTRWCITION SITE,
7. PUQLIC SPACE- WILL NOT BE DE0I'.)AT8D QN-SITE.
15),
ALL UNSUITABLE MATERIAL SHALL BE REI`,�IOVED FROM THE O.ONSTRUCTION LIMITS OF
11*�
S�TFPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STP.U(`/`TURES SHALL BE IN ACCORDANCE
I "w)
6, ALL BUILDINGS VVILL 8E ADA AND WILL HAV� AN -AUTOMATIC, SPRINKLER, SYSTEM AS A
PAVEME111% BUILDINGS AND 'WALL i�REASI
WITH $TANDARD STAL ALL DRAINAGE INLETS 2SHALL HAVE A 2-INCH LOCAL DEPRESSION.
C ES=�
MEANIS OF FIRE SUPPRE 13 -)-
16,
THE CONTRACTO'r'? SHALL ADEQUATELY P ROTEr'T EQUJPMENT� MATERIALS, AND (13OMPLETED
5,
E TS -INCH LOCAL DEPRESSION AT THI�R THROAT TO PROMOTE
ALL OURB INLI. : SHALL HAVE A 2
iL "ENTRA' LOCATION WITHIN EACH BUILDING�
9� MAII WILL BE DELIVERED T.0 A 0
I C:
WORK FROM THEFT AND VANDALISM. THE OWNER fl� NOT RESPONSIBLE FOR THE LOSS OF
T RIM FLEVATIOINS SHO WN ARE APPROXIMATE�
POSITIV� DRAINAGE 'TO THE INLET. ALL YAnD &E r:
I
ANY MATERIAL STORED AT THE SITE,
lafNAL ELEVATIONS SHOULD BEE DETEPMINI-D AFTER FINAL GRADING AT THE TIME OF FINAL
'LF - AND El:,TRUCTUREL) PARKING ARE PERMlTTED FORt THIS SITE AS PER
10.0UTDQ0R DISPL4Y VEHIC _-S
ACCEPTANCE OF THE PROJEOT.
ALBEMARLE COUNTY SP-2002-46 AND 3P-2002-65 (80S: 04/116/03).
IT
ANY DAt&AAQL TO EXISTING PHYSI.CAL FEATURES ONALIKS, LiGHTS, TREE",-,, SHRUBS, ETC.)
'THE
'_"�HALJ BE THE RESPONSIBILITY OF T-HE CONTRACT011i REPAIRS OR REPLACIFEMENIT SHALL
6,
STORM, DRAIN PIPE LENGTHS SIHOWN ON PLANIS ARE MEASURED TO 'THE CDENTER OF
11. AL� -510AFAICE PARKING SPACES SHIALL BE- 9' X 20' tbi!Nol. ALL UNQ ERG R OUND /PARKIN G DECK
Op MADE AS NEC8SSARY AT NO (30ST TO THEE OWNER.
10T END SECTIONS
CONNEOTINO STORM DRAIN STRUOTUR5S� Pi"PE Lf-_N(3TH$ INCLUDE STANDARD V0
ISPLAY AREAS, SUPPL, 8 MENT AL /SURPLUS SURFACE
PARKING SHALL BE 10' X 20' WIN� EXCLUDING f) Z)
WHERE APPLICABLE.
PARKING PROVIDED 0IN-,51TE "HALL BE USED ALSO FOR VEHICLES LOADINC� AND DELIVERIES,
ALL TURF AR�AS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES,
EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADr-_D, AND RESEEDED WMIEDIATELY�
7.
STORM DRAIN TOP ELEVATIONS SHOWN 0,14 PLANS ARE TAKEN AT THE CE.NTER OF 'THE INLET 130X�
12, EACH OUTDOOR LUNIUMAIPE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXWUM Lu MENS
ALL SLOPF.3 AND DISTURBED AREAS ARF TO BE FERT)LIZED, SEEDED, AND MUL('�HED�
8�
UNLESS OTHERWISE NOTEDi ALL ROOF DRAINS SHALL BE TIED INTO THE PROPOSED GREY. -WATER
SHALL BE A FULL CUTOFF LUMINAtRE AND SHALL BE ARRANGIED OR SHIELDED TO REFLECT LIGHT
_ROM ADJAQENT RO S.
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY F AD
MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2,1. WHEIRE POSSIBLE, LESOSER SLOPES OP 4,1
RECDYCLING $YSTENI, (SFE ARCHITECTURAL PLANS, FOR DETAIL291
OR BETTER ARE TO BE AOHIEVED. 0-ONTRAC TOR !S RESPONSIMLE FOR ESTABLIS"HING
13, THE SPILLQV��R OF LIGHTING FROM OUT00"OR, LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
STAB[LiZED GRASS STANDS ON ALL SLOPE&
9,
ALL PAVEMIENT MARKINGS TO 13� REF:LEOF ORIZED, ALL PAVEMENT MARKtN(_',S SHALI MEET THE
MUTCD SiTANDARDS, LATEST
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS VHALL NOT EXCEED ONF-HALF 0/2) FOOT CANDLIEI.�
LATI�S'1- VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE %VITH
20.
THE 00INTRACTOP'S WORK $CHEDULE SHAIL OE 00011011114ATED WITH 'FHE 0101NER AND THE
EE 1) 1 T 10 N,
14, ALONG WITH THIS PRELIMINARY PLAN, WAIVERS' AND VARIANCES ARE REQUESTED FOR CRITICAL
BUiLDING CONTPACTOR�
10�
T R AP P I CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL 81E �,LNSTALLED BY THE
SLOPE$ DISTURBANCE
'PLAN,
21,
PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNE'
DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY
15. PHASE I CONSTRUCTION TO START WlTHIN'4 24 MONTHS OFF APPROVAL Oiz PHASE I FINAL �IfE
01' E I IE SITE,
THE OINNER 19 NOT RESPONSIBLE FOR rHE LOSS Of__ ANY MATERIAL ST ri, D AT TH'
RE ]DEEMED NECESSARY IN ORDER TO PROM� SAFE AND CONVENIENT ACCESSi. ALL S!GNS OR
PHA,E;'�E, I[ SITE PLAN TO BE SU6MITTED WITHIN 5 YEARS OF APPROVAL 6F PHASE IrSITE PLAN,
PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT' THE SITE,
OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
-mDlTi0NL
AS
TRAFFIO CONTROL DEViCES, LATEST
16� PHASE 11, TO BE BUILT AFTER PHASE 1, WILL 04CLU DE 25 PARKING SPACES TO BE PROVIDED
PA9T OF PHASE I IMPROVEMENTS.
ecial Permit Conditions (APPROVED 0.114 APRIL IF% 2003)
FOR OUTDOOR DISPLAY VEHICLES JSP2002-46)
1, THE O'SiTE SHALL aE DEEVELOPED iN GEAER,,AL ACCORDANCE WITH T IHE A1 T.A(�HED t0'0PjES ON FILEI
DAGGETT & GRIGG PLANS, FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED
JANUARY 15, 2003, SffF_ PLAN, DAT�0 NIAR0,H 20, 2003, AND DISPLAY PARKNING PLAN, DAFED
2003;
Z VEHICLES SHALL NOT BE ELEVATED AINYWH-EPRE ON SITE (THROUGH THE USE OP RACKS Ok
OTHER L.11.T DEVICESI:
VEHICIPS SHALL BE rASPLAYED ONLY 1N AREAS INDR)ATED 1--Or"A DISPLAY SHOWN ON TH-t
AT-A6TIED OAGIGETT & GRIGG PL.ANS, FOR BROWN AUTO PARK, EN'Tll L'Er) DISPLAY PARKING
Et R -hi IQ
PL�N, DATC.) MA"Or 2003,
4.. REDUCE THIE ANiOUNT OF GR(DUND UFVEL VEHICLE DISPLAY TO THE2 SATI.SFACTION OF THE
ARCHITECTURAL f3"EVtFW BOA-RD;
5, PLANTING ISLANDiS IN THE 0i'Q711'PLAY AREA EAST AND SOUTH OP ThE PHAS� 2 BULDING SHALL
BE INCREASED IN' SIZE TO 14LLO"N 1:01R TRUIE CtUr3TERING. OF TREES� CLUSTERS SHALL, BE
C'OMPOSED OF A 00MBINIATION OF- CONIFE-R3 AND BROADLEAF ECVIERGHEFENS� AND
IN PHAISE !, PROViOF�' ALL LANDSCAP�ING J:XCf�Pi" FOR INTC-RK)R PLAI,NiINCAS ASSOCIArE'D 'N�TH
PHASE 2�
FOR STRUCTURED PARKING (SP-2002-135)
r -LOPEf -NERAL A0300' FACHED
1. THE SITE SHALL BE-.D;=VF-- -) I N G F RD WITH THE Al (COPIES ON F[LE�
DAQGEETT A GRIGG PLAN2, FOR BROWN A1,11. TO PARK, EwrITLED ARB PACKAGE, DATED
JANIJAIRY 15, 2003, AND St-rE PLAN, DATED MARCH 20, 2,003,
2, 11'�iATIFHRiALS FOR. THE PARKMO DECK AND FOR THE STRUCTURES OVER TH�'__ SFRVIGE EXIT
L A M E S �-HALL MATERIALS. PAINTE-D AND RAY,,' (001ICRETIE IS NOT
APPROPnIATE;
'C 1
1. THE DESIGN OF TFIE ESUILD1140 SHALL BfE REVISED .90 THAT PARKED VEHI _ES WiLL NOT 8E
VI-01BLE ON THE ROOFTOPS OF THE STRU01"URES OVER THE SERVICE EXIT LANE3:
4. PPOVIDE AN INFORMAL PLANTING OF' WXED EVEDRGjREE_�! TREES ALONG THE NORTH SIDE Of'_ -
THE PHAS� i SUILDING�
LIGH-lING3, INCLUDING THE R00F'f0P POLE- LIGHTS AND
FURTHER REDUCE THE IMPACTS Of- I
W AL, L M OUNTED LIGHTS ABOVE THE SHOWROOM�4
6, THE DESIGN OF THE. PHASE 2 8i.)ILDING 81-IALL BE COMPAT15LE WITH THE !--I -i-1A 8 E 1 61JILDiN01,
AS oE,rERw,,ED By 'n-IF ARS, AND
1
7� ADJUST THE PARKING, SCHEDULE 'TO TH,t:: SATISFACTION Orr' THE ZONING AIDMINISIJ'RATOR, AS
DESCRIBED IN A JMEti1QRANDUK DATFD MARCH 18, 2003�,
Site Data
OWNER:
Ty V �NT U R ES ' LLC
S REALTY VENTURES, LLC
RD
13M RICHMOND RD
'ON
CHAR LOTTESVI LLE, VA 22911
HAR LOTT"- SV' LLE , \/A 22911
OEVELOPER�m
& V U S
S&B REALTY VENTURES, LLC
r L
357 RICHMOND RD
1 5 IC l'
CHARLOTTESVILLE, VA 22911
�rorAL SITE ACERAGE;
6,16-1 AC
TIA"X MAP / P A A C E L.
TAX MAP 45 PARCEL 68D4 AND
TAX MAP 45 PARCEL 606
ENTRANCE CORRIDOR fE10), Hl0FI16?AY COMitilERCiAL (HO)
PGOSED ZONING.
IS3AME
MAGiSTEFRIAL
RIO
SETBACKS,
AS PER I ALBEMARLE COUNTY CODE 18,21.7,1
FRONT (ALONG U,S_ 29%,
BUILDING 304
PAPKING 10'
SIDE 1HILTON HEIGHTS RD!:
BUILDING ;3 W
PAPKING3 10'
REAR (DOUBLE TREE LAI`-IE-PRIVATF)�
BUILDING NON't:
PARKING NONE
r3IDE (DOUBLE TREE HOTEL)
BUILDING NONE
PARKING INI ONE
MAXIMUM BLPLI)ING HEIGH,'�-,
49*
NUMIBER OF EI`vPrL0YFES-
82 SERVICE U�,1AXJ
PARKING? SEE CALCULATION BELOW
DETERMIN"D IN FINAI SITE P-1 AN PROCESS
RECREATIONAL AREA, TO Ota
(PLAZA/PICINIG AREA-BOTR PHASF�� j 2)
OPEN SPACE- 1. a 3 Ac. 29.7%)
MAXIMUM DINIELL ING UNITS, NA
GROSS RESIDENTIAL DENISITY; NA
FAR; 55
SQUARE FOOTAGE USA�'_-E:
FIRST FLOOR:, 46,3100 GF:
MEZZANINE FLOOR,. 15,103 SP
PARKINCIPEQK 2: sp
PARKING DECK 3; A:4_E__
TOTAL, 149,2553 SFf
IMPERVIOUS AREk
Parkimor CalclAafibl't
OVERFLOW SPACES FO1,1 PARCE-1 68D3 8 0 F� P A
6 4,179 S F D I WQ P L A Y - P A P KI tsl G IF 5 0 0 113 SPAC'ES
44 SERVICE STALLS., 68, SPAPjr_'8
82 SERVICE EMPLOYEZES: a2 SPACES3
293 SPAUF S
TO'P'AL SPACES PROVIDEDi 293 SPACCS
BASE INFORMATION FROM SHEET 1 OF APPROVED SITE PLAN BY MCKEE/CARSON DATED 04/21/04.
MINOR AMENDMENT RE\dSIONS PREPARED BY CLARK GATHRIGHT, DAGGEIT & GRIGG ARCHITECTS.
DEPT, 0119'' 71W G- ALBEIMARLE COUNTY SEIRVICE AUTHORITY
DEPT. OF ZONING
2�q C*C0meQZ ZDCAS"'
DEPT. 01F ENGINEERING
MEALTH DETT.
DEPT. OF INSPECTIONS
FIRE AND RESCUE DIVISION
ARCHITECTS PC
100 110-FH STREET, [,IAE
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
05H 0_p`�� `Ik
B 'LARK GATHRIGH
3 0.
0
-to L
a
:1
0
0
T
Con
(J]l
7.' p�
0
X
L
1401 o,5 2006
- COMMUNITY DEVELOPMENT
REVISION NO.: DATE:
PROJECT NO.: DATE:
0444 10-17-05
DRAWING NUMBER:
SHEET I OF 4
BASE INFORMATION FROM SHEET 5 OF APPROVED SITE PLAN BY MCKEE/CARSON DATED 04/21/04.
1 OVERALL SITE PLAN
SCALE: 1" = 30`
100 10TH STREET, NE
CHA2LOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
a
REVISION NO.: DATE:
PROJECT NO.: DATE:
0444 10-11'-05
DRAWING NUMBER:
SHEET 2 OF 4
ARCHITECTS PC
100 1 OTH STREET, NE
CHARLOTI'ESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
REVISION NO.: DATE:
PROJECT NO.: DATE:
0444 10-17-05
DRAWING NUMBER:
S I-i E EET 3 OF 4
le 1
O
. BEM
Ric=
ARCHITE(:7S PC
100 1 OTH STREET, 1\1 E
CHAR LOTTES V 11 LLE' \/A
VOICE: 434/971-8848
FAX: 434/296-3040
//I\ , REVISED 12-8-05
REVISION NO.: DATE:
PROJECT NO.: DATE:
0444 10-17-05
DRAWING NUMBER:
SHEET 4 OF 4
0