HomeMy WebLinkAboutSDP200500006 Plan - Other (not approved) 2005-02-01PRELIMINARY SITE DEVELOPMENT PLANS FOR
RAVERS EDGE FURNITURE SCORE
TM 78 PARCEL 58G AND 58H
DB 1901 PAGE 126
RIVAN DISTR AL13EM[ARLE COUNTY, VIRGINIA
SITE DATA
LEGAL REFERENCE TM 78 PARCELS 58G AND 58H
SOURCE OF TIRE FOR PARCELS 58G AND 58H: OB 1901 PAGE 125
A SUBDIVISION PLAT FOR LOT 3 IS IN THE APPROVAL PROCESS.
OWNER. T
FREE BRIDGE LAND TRUST��'
P0. BOX 8147
CHARLOTTESVILLE. VA 22906 I
DEVELOPER:
CW HURT CONTRACTORS
P.O. BOX 8147
CHARLOTTESt4LtE, VA 22906
AT IN, '. KARIRAH ROLE
ZONING: IF - COMMERCIAL
EC - ENTRANCE CORRA]OR OVERLAY w DSTRCCT
I") - -?,.d IFav I BwML A
MAGISTERIAL DISTRICT, RIVANNA
SOURCE OF BOUNDARY SURVEY: FIELD SURVEY BY RUMANIA ENGINEERING A, SURVEnN.
PLC.
SOURCE BE TOPOGRAPHY: AERIAL SURVEY PERFORMED BY JAMES H BELL. FIR P . ON
JANUARY 29, 1998.
BENCHMARK: 'X'IN CONCRETE BASE FOR STEEL FRAME ELECTRIC TOWER. ELEV = 361..0
SSETBACKS'. BUILDING -30' FROM PUBLIC R /W, 50' FROM RESIDENTIAL
PARKING - 10 FROM PUBLIC R/W
UNDISTURBED BUFFER - 20' FROM RESIDENTIAL
MAXIMUM RULING HEIGHT: AS' k$ae8'J
PAVING SPECIFICATIONS: qe. '
PARKING AREA 6" - A21B AGGREGATE BASE MATERIAL
2' - SM 9.CA SURFACE MATERIAL
SIDEWALKS: 4' - RED PSI CONCRETE
DUMPSTER PAD: 6' - 3000 PSI CONCRETE
CA h
CURRENT USE: VACANT
PROPOSED USE: FURNITURE STORE
r^ v
PARKING SCHEDULE
REQUIRED: ONE SPACE PER PSI IF OF FURNITURE STORE
19,600/400 = 5q ✓ SPACES
PROVIDED: 56 TOTAL (INCLUDING 4 SPACES) < CY d.A?
LOADING SPACES P
REQUIRED: DNE SPACE PER 8,000 IF OFFICE
17,400 / 9.000 - 22 SPACES
PROVIDED: 2 SPACES
AND USE SCHEDULE:
PRE DEVELOPMENT 0 POST DEVELOPMENT 9,
BUDDHIST O SE 00 8,700 SF 6.fi
PAVED: 9,201 IF ].a 42,136 BE 321
PERVIOUS' 122 220 SF 910 P0,584 SF 81 3
TOTAL: 131,420 IF 100 111.120 OF 100
96
GENERAL NOTES
x.11 11 THE OCNmaoTEeI 11APONS9hm TO HELD VERIFY ME Exfl OR ALL ARINC ClluTES,
I PI 11 s TUN P Da, cAN01E
RtslDwnAL DR BOWL AREA. zoxmc Di �crs s F ONE -HAUD A nn)F
1E ASDOPPEN ILL A INP Ancx alts Dow OR �11 NAXIMDN LEMREND SHALL FALL ADADIN NO "`IF HIS- HALF IXILIN AND IWAY PROM ROADS TO N CT
SITE SPECIFIC NOTES
RE RE E-I M111111 AGIEIII 11 IN Al
HALL NO OR HI='.1"HNN TH
r RA
TF
'
VICINITY MAP
GENERAL WATER & SEWER CONDITIONS
I III LUGION OF EXISTING III NOT NECESSARILY SUMAN IN HE PLANS IND RAFERF PLEAR. AND ONLY APPROVINIFIL FEE ECRUPACTOR SIALL DIABLE ALL U11111- LINES AND ITRITURES AS NEGIIIII
3 ALL MATERAILS AID SPROSTRISIGH 111— 11MILI RH GENERAL 1ATER AND IEWER CONITI-1 SHEIDIATIMIS AS —ES IS HE ALLEMATELE SOLELY SERVICE ADT,VAI I ANDARI I� LIMA.
5. THE AGITFACTUR SHALL BE RESPDVSILL FOR NOHFnxc INICS nun^ (1-11-112- 1001)
E,0 I A Ill AND SEWER PIPES BRILL HAAS A IKRNUM of D FFEI OF DOIR MEASURED FROM HE TUI OF BAR. TIER FILE LEN,ERONE IF IS TIRE, TH11 INOLDOES ALL III N`HSV1 LINES, SERA.E LATERALS AND AMILI LINES,
T, eLL wAlEa Ax0 SEwEn aPPORTENANC25 ARE TO LSE LOCATED Op1aDE of RIIOSDE OxwES.
e, v�eue Np wrnaNC R�wxES ARE caeaere rnnN 1w RSI.
ALBEMA RLlE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
(vLO ), Pux as DRAWN MAr NCT ACCNRAIELY AfIL£ct IRE REONIREMENTA OF THE v. x 1. ARK.. ANY OISCNERANOIE_ SA IR THE AEWIAMENTS nI T m
FILE -.11 IFALL THE VIRGINIA DEPARIMfNt D< TxuasPaxTAllOx
I ILL PA AINAGE RELATED MA.ERULS. AND CDNSTRAUMN METHOD$ SHALL COMPLAM To GIF
1111 SPEICARDN D.
S AND STANDIRDS IF IE 1., UNLESS aTHER11 NDTEELL Max
i MISS ANN 9LTA111 GDNmCL MEAIIII SHALL DE RROV,DED Iry IIIIIANDE WI' 11 A11111C EAESICN 111111L PLAN AND 1111 MSALII:O PRIOR IF ANY [SENDING, GRADING. Pe -ER CONSTAIIIIN,
PON IL AE a
s ANN DIATFIBIS AREAS ARE LE ILL111 SEEDPD AND MULCHED FILE MAIMUM ALLOwAIR Sm a a
PE , (HCRIZanA—TCAL) AFEAE REINENAEFI Co1AADLE, LLSSER s09s o1 A I I AEIEA ARE IF -
A DNAINAGE E-1.< 1A91ui KIN NAT 11. NITAI MAI A REOpwED III IN TIE CTIwb4 I THE ALAEMARLL ,.amlY DIRECTOR SE SGRI x1NIC AN THE DIAEGTGR'I DIENNEI_, IT I DEEMED NECESSAII w ORDER ID -IACw
L ILL TRAFI GDNTIUL scxs $HALL CONFGAM 'MIN ILL MEDIA MANOAL FBI UNIFORM TRAFFIC GONTEEL DEAOES.
SERP RETHE ARE IHAL1 BE RE UNAVREIE THE OEASSDI,
A. ALL TAGAVA111 FIR IIIIIIIIIND PIE ASTALLAEIDN NUIT DAMPLY Ant ADDS STANDARDS FOR THE CONSTRHCTDN Ixousmr(29 CS RAN 1926).
DRAWING INDEX
SI of 5 COVER SHEET
S2 Of SITE PLAN
SS DT 5 UTILITY /LANDSCAPE PLAN
S4 GT 5 LIGHTING PLAN
S5 0(5 OVERALL PROPERTY
LEGEND
Beneh —k 501
E,ieting Elevation /Contour
-O/E-- Overh,Ed Electric .-
P,ApAXNd Spot E-RAAD
/ PNwe1 Pole 500
-p—d Contour
New Li911 FOR
MH MALIGN,
Slopes O—A, T11DD 259
BPD NOVIUow Pleven Lion Device
C/0 BUD R y Cleonoul
'K Pc .. _a..,...
APPROV
PLANNING DEPARTMENT
ZONING DEPARTMENT
INSPECTIONS DEPARTMENT /FIRE OFFICIAL
SERVICE AJTHORITY
ENGINEERING DEPARTMENT
VIRGINIA LPARTMENT OF TRANSPORTATION
VIRGINIA FLALTH DEPARTMENT ) .-
BOARD OF ARCHITECTURAL REVIEW
FIRE OFFICIAL
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RIVANNA RIVER
37ATE ROOTE 1421 TREE BRIDGE
V 9 - a 5'04 "E
i
Build in back / arkrng Setback �c^
Tm 78 Parcel 58G2 0
Richard G. Carter
Peggy W. Carter �, s , _ _ loo streom Buffer
DB 2179 -39
3.5' Landscape Easement �
1.419 Acs Da 2178 -19
O Tm 78 Parcel 5 H
Na3 s"w CAclutark Enterpris LP
30' N45 °43'53 "W / 1.24 � DB 2673 - 494
DB 278 19 �
1.5' Landscape Easement 59.68' \ ♦ 1.605 ACS
- ---� DID 2178 -� 9 / // _ _ �w
Approximate cd t— N43'5
43 _ —'
Limits of Fla'55'70_'E 349 99' _ IF 7 �� N58'09'0? "E
/{ Parcel Zone A19. i / % / 1 Tm 78 58G
245.77' i �I s � ��> t / <t 434.33'
IF � � Freebrtidge Land Trust �
Flood Zone t I i
A19 t { 1 DB 1901 S UMMAR Y; 132 Plat Flood zone A19
L 63_07' / / { �� AREA SUMMARY;
N 'o tt LOt 3� /� t � t C3 / {`1 "555 "W Parcel 58G 4.339 Acs
°o \ 1 / 49.80' Less Lot 3 1.322 Acs
t 1 P orti on Residae 3.017 Ass Ac `��\ / E ,�11 i
A Portion of �� � � �� {� � � i
Parcel 58G \ — exist. 30' Assess Casement
1 A
"7 � DP 2178-19 t
1�
IS t ..� i +-�Yf Property Line along Centerline of
1 cp _ i I Private Access Road
McDonalds Corp. �� �.� O A N Q�0 A sfn g t s I 4z q—
�. _ r - N41'0901W
40.09'
y' A pP roximate
DB 1309 -377 & Limits of Flood
_ 7 i
378, Plat �� i L' -
E. New 10' Access Zone A19. Stream Suffer
Easement is limits of Flood Zone in `♦ 3
00.05
is S47 °h1'S5 W 929.71' - -'--
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Stony Po2nt RO L 2 66 .
Route ad
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