HomeMy WebLinkAboutSDP200500006 Plan - Approved 2005-02-01PRELIMINARY SITE DEVELOPMEN FOR
RAVERS EDGE FURNITURE STORE
TM 78 PARCEL 58G AND 58H
DR 19W PAGE 126
MVANNA DISTRICT, AL BEMARLE COUNTY, VIRGINIA
SITE DATA
LEGAL REFERENCE: TM 78 PARCELS 55C AND 56N
SOURCE OF TITLE FOR PARCELS 58 AND 58H: BY 1901 PAGE 126
A SUBBINSIGN PLAT FOR LOT 3 IS IN THE APPROVAL PROCESS.
OWNER,
FREE BRIDGE LAND TRUST
P.O. BOX 8147
G HARLOTTESCLLE, VA 22906
DEVELOPER:
CW HURT CONTRACTORS
'.D. BOX SO I
CHARLOTTESVILLE, VA 22006
ATTIC'. KATURAH ROELL
ZONING: CI - COMMERCIAL
EC - ENTRANCE CORRIDOR OVERLAY DISTRICT
MAGISTERIAL DISTRICT: AMANDA
SOURCE OF BOUNDARY SURVEY: FIELD SURVEY BY RIVANNA ENGINEERING & SURVEYING.
PLC.
SOURCE OF 10POGRAPHY: AERIAL SURVEY PERFORMED BY JAMES H BEIL, JR. P.C. 01
JANUARY 29, 1998.
BENCHMARK X' IN CONCRETE BASE FOR STEEL FRAME ELECTRIC TOWER. ELEV = 36128
SETBACKS: BOILEiSG -30' FROM PUBLIC R /W, 50' FROM RESIDENTIAL
PARKING - 10 FROM PUBLIC R/W
UNDISTURBED BUFFER - 20' FROM RESIDENTIAL
MAXIMUM BUILDING HEIGHT: 45
PANNC 1PECIFIC1LD
PARKING ARE& 6' - p21B AGGREGATE BASE MATERIAL
2' - SM 9.5A SURFACE MATERIAL
SIDEWALKS: 4. - 3000 11. CONCRETE
DUMPSTER PAD: 6' - 3000 PSI CONCRETE
CURRENT USE: VACANT
PROPOSED USE FURNITURE STORE
'AR KING SCHEDULE'.
REOUIREO. ONE SPACE PER 400 SF OF FURNITURE STORE
19,600/400 = 49 SPACES
PROVIBEO, 56 TOTAL (INCLUDING 4 HANDICAP SPACES)
LOADING SPACES,
REQUIRED: ONE SPACE PER 8,000 SF OFFICE
17,400 / 8,000 = 2.2 SPACES
PROVIDED. 2 SPACES
LAND USE SCHEDULE:
PRE - DEVELOPMENT % POST - DEVELOPMENT %
BUILDING: 0 IF 0,0 8,]00 SF 6.6
=avEB: 9,200 OF 1.0 42,136 SF 32.1
PERNOUS 1222205{ 930 80 sea sF 6
TOTAL 131 42C OF 100 131,420 BE 100
GENERAL NOTES
I So E MET
ATTENRCN OF 1ME INGNfER. IT IS THE CIXJIRAClLRS REBPONSBILIn t0 fIELB VERIFY Al BYBU Ni
2. IT IS TINE 111HICTINI AESPONSBIUTY TO FELL SENILE THE IRISH LOCAMON BY ALL E11,11e USMSES,
E AND P ROPERTI IN
A I IOENSAL CA R111 AREAS FROM 91STRIClS STALL NOT E%OEED ONE -HAUP ( FBBT CANDLE
v.FHIBH FMCS B O N EA 1 MESIMIM 11MMIll III
OR 'ED TO ASIONINS BEBUFFIA1 DIS-11 AND A111 DRUM ADJACENT ROADS.
SliTE SPECIFIC NOTES
2 MAavMUM SWAR[ {aOtPtE FBR CO aERGAL SHALL BE Ts.soC sr. IHI
M. E A. 'ER a AT IJ111TER MIL BE PACPCFA 1 11 AT ALIWN BN PLAN
T. PQenprvs o BrxIBPPNRM ERwsisrs BE Im N ¢oxlcDUDUS w�pEO I 111 11 IS BIT U 11 A 1EAREADERACHIN IATNRIHN
SITE
M
S "
VICINITY MAP
GENERAL WATER & SEWER CONDITIONS
I HE RIIATIN IF EXISINI ITHES All NIT N11HISAM11 GOIN ON IS FLINI AND, III ISYN, ARE ABLE 111R0ANAAI 11 111 STALL LOIII ALL 111LISTAY11 PINES AND ITNUOIll AS BECEIIAll
J. All MARWALS AID CONSIRUCT11 'HALL COMPLY 11 GENERAL WATER All SEWER GONSAUORON SSECROS115 AS ADOPTED BY THE AFENARCE 1111TV BESIDE AITHCRITY ON UNARY 15, IBBB.
<. DATHM FBA ALL ETFVAICNS SIR' IS IAORVAL DFCDEIC SURVE, .
5. THE OwmACTOA SNAU BE RFERONSIMIF FOR BRITISH 'MISS 11HHY' (1- e0o-552- Tool).
P11 All SEWER PIPES III HAVE A INIMUU OF A LEFT BF COVER MEASURED FRI THE 11 aF PPE, III THE CENIERUNE OF THE PEE TR15 IN¢uDES ALL ORE HSORANT LEES, SERMCf UIERALS ANN WPTEx INDS.
). LL W HER AN OUlspf BF ROADSDE DITCHES.
A A D BfWfR APPUR1ENArvCfs ARE TO BE LOCAtt B
0. WAS s WBRKEG PRES:uefs ARE BREATER THAN 121 PSI,
ALBEMAR1LE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
(Vnr B [HIA PLAN AS CRP. MAY NOT ACCURATELY REFLECT lM REQUIREMENTS Oi H,
PERMIT. WHERE ANY BISCREPANSfS BGCJR THE AfOUIREMFILE CF THE PERMIT SHALL 6OVFAN. IA DEPARIMFNl CF 1RANSPOAlATIOry
1, ALL PANNC. DRAINAGE RELATE) MATwIALS AND CONSIRUGSBN MEMOBS SHALL CONFO M TO cu R x MEAAISE NOTED.
I EROMCN AND SILTATION CONTROL MEASTIRES SHALL BE PROVIDER IN AC OODANCE WITH THE APPROVER E a9 SPITOMI SEEN AND pSPA F BEN51'AUMO PRICK TO ANY CLEARHNQ, GRADING BR OTHER CONSTRUCION.
4, AL L SL All NITERBEC AREAS ARE TO BE FERTIUiED, SEFOEO All MULOHEO. 11 MA,MxuM ALLOWABLE STIFF IS 2'T RIIIZONTALVERTCAL). HERE REARINABLY BBTAEABLE, LESSER ROPES OF AM OS BETTER ARE TO BE
e. ALL EXCAVATION FOR UNOEAGRWND PIPE INSTAUARON MIST COMPLY WITH OSHA STANDARDS FOR THE ODNSTRUCTIICN INDIIII(29 GTR PART I925).
DRAWING INDEX
S1 Of 5 COVER SHLT-_T
S2 oT 5 SITE PLAN
S3 Of 5 UTILITY /LANDSCAPE PLAN
S4 of 5 IJGHTING PLAN
S5 OF 5 OVERALL PROPERTY
B.oah —H, 500 EAStln9 ElevatlOO /CNN.,
- -0 /E -- 0verhAEd Electric L Proposed SPCC Elevotloc
r Power P01e � Ploaosea Canfour
New D " Pole ® Blapex C1IAtA1 Thou 25%
MIT M NkNB
BPD Back AOw Prevention Devi <e
C/0 Sonilory Cleonol.t
APPROVALS
PLANNING DEPARTMENT
ZONING DEPARTMENT
IYVSPECTIONS DEPARTMENT /FIRE OFFICIAL
SERVICE AUTHORITY
ENGINEERING DEPARTMENT
WIRGINIA DEPARTMENT OF TRANSPORTATION
V /IIZGINIA HEhTH DEPARTMENT
BOARD OF ARCHITECTURAL REVIEW
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.CONSERVATION PLAN —T.
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RIV ANNA RIVER
STATE' ROUTE 1421 FREE BRIDGE ANE
N„49 °05'04 °E L= 97.05 �
--- --- - -- ,\42. R N55 °26 ° E \`
81.48' L= 154.64' u r
Tm 78 Parcel 58C2 Buildin ac k /70 Parking Setback i_—
Richard C. Carter &
Peggy W. Carter �� _ _ -- stream Buffer \
DB 2179 -39 ' —
3.5 Landscape Easement
1.419 Acs
DB 2178 -19 �,
° Tm 78 Parcel 5 H 1
N43 3' P'Admark Enterpris LP
30' Access Easement 1.24'
DB 2178 -19 % DI3 2673 -494 o a
1.5 Landscape Easement 5968 /
-- DB 2178 - 19 / % 1.605 Acs a �-
Approximate f / — c % a m I
349.9 - 'Y'_ •_, ,/ _ _ ,��, ' F 5.
Lfmlts of Flood N43 ° 55' 001 iF >
7_one A19. t 245.77 - / �� —�� N "E 3
Tm 78 Parcel 58C 4
Free
E , 132 Plat idge Land Trust 3433
Flaad zone DB 1901 -126
A19 1 / Y� / / / } = food lone A79
z " t L 63.0 1 / / AREA SUMMARY;
LOt 3 � � C3 / /'�tf1'5 'S5 "W Pcreel 580 4.339 Acs I
1.322 A c � 6// j ./ i as.aa' Les Lot 3 322 As,
i A Portion of
Residue 3.017 Acs
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Parcel 58C X' l �� 7 �—
Exist 30' Access Easemen
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/� DB 2178 -19
is \ \o_
It \ i� \ ��`1 : - r 1 � `
� Property Line atom 4 Centerline of �
MCDonalds Corp. �Ij O� \ N �0' Acts Private Access Rood
0�� Eas enter -f-4 r-
DB 1309 -377 & �_ N41 °o9'01V
9 I 4(0,09' A raximate Limits of Flood
378, Plat �� \ l . PP °
i L7196 New 10' AccessZone A19. Stn Buffer
1 Easement Is limits of I lr lone in 1 0
this location. �\
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S47 °4155 7.
W 7.9.71' S6 Set
$ ° 24'06 "W �>
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