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I Drre1upmentsm1 be gmemlaaol with the concept plan mbtlN,'Cmver Saab -n, Pr fid by Al -id Archil«s, Inc dared M,, 23,
2fg7 avd lastreraW �ovcmbm la, 2007", SM1cm AO and Shas SPISPS,
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... The final site plan shell no[ be spprnv W wnl the appi,rant hay pmnJW n iJma Ihm m cas<mrnt hes been caul. i m prunde inlet-puccl
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a rhe Pmpeny m the caul.
} Theres.hall he v- diawbevice of the rveam bolts,
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T AtY-rJable enJm-JemmlY-pnced houstng.hWl hr mwKiW ae fulness
4. ARordabie�d,,sf-IIII Th� lwM1fT,711 .11ronde fire(Slreatdrnrtal dwelhng untls as affnNabl<hnusrng for I< Ti five (5)uruts
.hallbe cumpnsW-rune lllor mom of iM1e following wtl tvpa singre ldrlyatrac M1asmd mut,-family condomrmums. The
OwnsmM1rs five15)affbdlml<units
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es thenghtma..h,ere the in aran<y ofxay.4 u[dizmgthe ah -re
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anal pmt types alone m m c-mbinmlon M outlined .1- The dot'.iNi s,on plat or sale play for the Prepmy shall destgnme
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-rwits, aB applicable.sublet mi terms cud c-Pmb-ba of this wndtnm.- Wil the nitoNable oohs as'_s
he7n The Owner shall rmivey the ri,x,m ibU ly of e-nrmamng it, a9, Noble oma a any w N,,N em ,rh -oflhc ml,,
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pmpedy The camel Owner or vub.equrn, all cTeaw oma ble I, hou xuh mumrea ld than eiKM1ry pertain
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PRELIMINARY SITE PLAN
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tare,) -f Near xmiln income such ,mrit,ng,In-Istmng-fpnncreal rete re t1=1h-mres dhnl Ire nIln insure 1
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IPI <rcced thirty prem i
-flhe gross h-uschUhd
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srIlnolabie uvishe A'reC-1nn.Iy-nveperam 165°o)ofp applicable Vngime Hnustng Der el-N,_Auihonty lVJim sola
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i, n ddi ImAm, r pmytams. t ih i d ihaz th fol b pace on "y11 idDa.5 imc to be leis than One
Hundrai :vinery ThousenJ F -m HuvdiW[bIMrs IEIgo,d001 at the beginning ufihe niPMy(WlJay tdmutiauon and
yvalifc¢u-n
refein,cW below The Owner nr his wrcexwrin inlemrmay Jown inim -(.ec-ndary
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email preride pavmen[essumnamihe
fvrcrng to reduce,he toss w the n-mebuyer, n iter the malum first mortgage and housing esus remain ar, nr below, Ne
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paremtters
desc bed above All f ancisl program m insrwncva dmcnl,W above must be acccpmbl<m the pr- rrmmgagc lender
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,rune prwrto ry's aper -v Pre ,- vcp
m the Couv ,J -f any hnua lav or
includes one i I I ur m -,e for -sale afioNable mire, iM1e Fluusing Oliiee mf mu the
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P.k°which
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�i�)y
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m [he urea tthe ilm- arm OmTbimJer,;xp- the umn a lx --plemd, sod fm the t.n,.q will muted iu'agr a c+ 1,Ju1�111�1
by Cho
bacon bthr C-wty i -support aR Noble housing pmgrumrin the are-untofNincreen Thouvmd O..11m,wdrW DotliS1V,1(10)Q;
toI,cu"t, mb off-rJable-I,, c. the [hen-erten[Owncrbwlder.hWl par such tush.vnmbunon[o the Ca poorto nb-bo
d A proved
ccmhcamof cupanryfnrlh -il,icw reo, m llyplannedu,beaffbnlmlewi[snndtheib_w mOw crbutldc+.h¢Ilhavethe
nghr w sell it, amu w Imre any reshicum-n sales poet m me-m<of the pm,l,,srs
Reviewe Develo pment Dc i� �"tmcnt
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C. W-rkrnmehn-m,- Tlb O0-shiiiIPaitwain, fire 125,-,& ... IdwellinKumaIn, amapnceno[m<xc- d,-
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Community
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nnndrW m-nsme J -Wars ls3(a.out)r-r rnr tlrst w --ream Wolf me rrst snbd�r,s�-n pmtman<pl.n f -r me Pmpmyshall nr9r�tain
he twenty-five 1'_511-u -r anis, as applicable, subl t v lhn=dmon
mgr pyTH OZ,.`9�
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D Ouebficenonvenod Allpwch,uersnfir -aaleaRordable umis shallbc appmred b)the 416emarle County Otli,;enfHousmgur use
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dnlgnee Theo nerh¢IlProvldc c(o ryornsdeagmcapcnodofnmerYl9ldaysoldrnb dp qah ,liable
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Piucnaaa t -r the urea Ibe ornery Ivor J¢y penal shill cawnencc upov wnnev v-bafrom rhe lArcrlher the uws will he uvailnhle
for sale This be Than-nchwdred twrntY dors
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notice shall nut glum more 11201 pore in [he anbnpalW receipt -lite crnificam -f
o-Immy If the Cnwtyrrci do ghee Pmn aq hfi dpwh dwng lhanmmy 1")l yp m,Uk-ire shall here
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ngh[[a sell thea ath-m any mmcvon un vales Pnce or Income of p�rch.W,),PmnJed flow,,,., mm m, unib Void -,lased
-th such msmrtu�v shall ncrennelcav he uunle.I mweN the oumberofaHoNablc um avid lu he odd
srcy c rcrms
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pro ptusuantmihe
of flits condmm If that wlm am sold thea crmdlunnrhall apPlY-myro the first sale -feat amt 4ulhmg herrn .hall preclude the
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rhencu,-Ownerlbd-tyo-hly.Xp-h the C-unrbl ng Oepmm,ai pitor to the smn ofthe nnufiaem pmaiv Jesml+W
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herein ,n an cRun m Nrnbfi yuan(ymg pu,charers far e[ToNahic ants
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E Insaaon ofranrds TheC-illy vhall hurt rhe nghL upon reamv¢bi<nava and mhlat to ell applicable ph-laws,m
a penodlrell, -spat the mmis of the Owns or my suaesmrs m mmreat for the putpn of...g cnmpllava with dos coMtbov
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5. R�,idrnuai ammiues such as an -m., plaza, party pal, io the gmmn.,ur c,nc grew arm,h.11 be Phi to the-facuon rrft
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Pluming D,reclor as.h-Wit un the concept elm autlW. "Cniret Smn-n, prcpw<d by Atwood Amhimca, lite dared May2J,'_rm.dren.W
TE-Pl
cm and SP],
Obm 29120()7". Shea S
6 SVr trees shell b< provided along the R-vtn 2JO fronmgc _Ue - _'ms ll meet the mmunumsme, [upas fspa, end,P_,xl.0
deimmmed by the C- s Aiehitecmral --Boal,
7 The final sue plan shall our bi, -,M until the e,ih hes pmndW an au.rvv are. w the Kreenwvy d>hrauun iv Ne nuM-wat+srmn entified.
nfthe grope ash- un Shat SP 2 -ftbe nc
Coept Plan ed. "Cn- )mean, pretw
pued by Aoml.Ad h,ia Inc dated May 2t, 21X)7
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and -J OikJh 20. 2007", end
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g Water quzlity and water yuanulY treamiem shell b<based un an asswnW pre+:xnhng cover uflwenryR ''int120°-,1f rinc sire
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'VICINITY
Please be m,md thmalthm,gh the Albemarle -my Boal of Supm»urs.t k od- on lh<pmla xd! abor<. n- uses on the pn,pmy as
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MAP
NO SCALE
Ppm,W abora may law fully begin until all appn<able vire, ds lmv<been recti,red and mndtwmr hate tern mel. Tin --ludo
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rmiplunce w1M1 coMmnm of c5e gPtClAI LSF PERMIT,
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.. mr¢I rrraW,:nmphamew,m aslnPLAN,.ina
• approval -fa TONING COMPLIANCt t'Lt4RANCt
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A General Notes
B Project Notes
C. Proposed Developmert
D. Site & Utilities Notes.
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1 PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RICHT-OF-WAY, INCLUDING CONNECTION TO ANY
ROAD,
1 Owner/Devela per
7 Intended Use Mixed-use development with associated parking and utilities
WATER PROPOSED AND EXISTING LATERALS FROM EXISTING MAIN ON-SITE.
N J Q
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EXISTING A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS THE PERMIT.
Crozet Shopping Center., LLC
P 0 Box 129
2. Density Density allowable: 15 du/ac = 48 units
FIRE
HYDRANT EXISTING HYDRANTS WITHIN 400 FT OF MOST REMOTE POINT OF BUILDING
=
WHERE
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
R
Crozet, VA 22932
Proposed density: 94 du X 32 ac. = 30 units
W W
2. ALL PAVING, DRAINAGE RELATED MATERIALS CONSTRUCTION METHODS CONFORM
uninitts
18 town bedbedrr000m
SANITARY
SEWERAGE. PROPOSED EXISTING
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AND SHALL TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
2. Site plan prepared by Clark Gathright, P -E
uom
12 rte s
AND LATERALS TO EXISTING SANITARY MAIN ON-SITE.
=
3 EROSION AND SILTATION CONTROL METHODS SHALL BE PROVIDED ACCORDANCE WITH THE
3. Tax Map & Parcel TMP 56A2-01-29
Shop,sing Center - 27,889 s.f.
REFUSE DUMPSTERS
/ 3
APPROVED EROSION CONTROL PLAN AND SHALL DE INSTALLED PRIOR TO ANY CLEARING, GRADING OR
T
4, Site Area Total Area = 142,532 (3.2 AC)
3. Budding Height- 65' maximum height allowed
as
STORM WATER -NEW STORM CLLECTION SYSTEM TO EXISTING CREEK AS SHOWN ON
V
OTHER CONSTRUCTION
35' to emge roof height proposed
THE PLANS WAOTER QUALITY AND QUANTITY CALCULATIONS ARE TO
ASSUME A PRE-DEVELOPMENTCONDITION OF 20% IMPERVIOUS AREA
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED THE
5 Zoning. C-1
WATER QUALITY MEASURES TO INCLUDE FILTERRA UNITS, PERMEABLE
MAXIMUM ALLOWABLE SLOPE IS 2'1 (HORIZONTAL VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER
Community of Crozet Downtown, CT 6- Urban Core
4- Pro d Land Use
pose
PAVERS AND RAINWATER HARVESTING FOR NONPOTABLE DOMESTIC USE
SLOPES OF 4'1 OR BETTER ARE TO BE ACHIEVED
SO. FT. ACRES
AND IRRIGATION
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
6. Existing Condibons & Demolition
Portions of the existing shopping center budding will be removed
Budding 40,864 094 287%))))2Maximum
LIGHTING: LIGHTING PLAN TO BE PROVIDED FOR FINAL SITE PLAN SUBMISSION
THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED
The parking lot will be demolished and re -configured.
Pavement. 71,590 7 64 50.2.°.1 p, ore :
a
NO PROPOSED LIGHTING WILL BE EQUIPPED WITH A LUMINAIRE THAT
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL Sidewalks 4,315 0.10 3.0% 2-68 An (81.9:) EMITS 3,000 OR MORE MAXIMUM LUMENS.
PermPavers 11,073 0.25 707.
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
7 Varances, Zoning Proffers, Bonus Factors'
,
op.,14,690 034 103;
,
OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND
E.
CONTROL DEtiICES
-
Total Site 4rea: 142,532 3 27 100 07
SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) -
8 Building Setbacks per Zoning Ordinance
5. Parking: Spaces Required
CLASS. III
Front Yard - 30 feet.
=
Shopping Center - 27.889 s.f ® 5 spaces/1,000 of 140 spaces
THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC
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8 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
Side Yard - None (not adjacent to residentiall
Rear Yard - None to
Residential - 18 two bedroom units ® 2 unit = 36
per spaces
ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE-HALF (�) FOOT CANDLE
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?_ ;
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926)
(not adjacent residential)
12 one bedroom units ® 1 5 per unit = 18
Parking - 10 feet
Total Spaces Required' 194 spaces
-
WATER AND SEWER CONSTRUCTION NOTES
9 Easements- Stormwater, Gradin and Sanitary Easements a d
9 ry require
With 307 approved parking reduction, T36 spaces are required.
RECREATION ACCESS EASEMENT TO PROPOSED GREENWAY TO BE PROVIDED ON-SITE
AREA:
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1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
10, Topography. Louisa Aerial Surveys, Mineral, VA
Spaces Provided 166 spaces
INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
CRITICAL 5,538 S.F. CRITICAL SLOPES ON-SITE
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AUTHORITY OFFICIALS AT THE START OF THE WORK.
11 Boundary Survey: Dominion Development Resources, Charlottesville, JA
Residential units shall not have assigned spaces
SLOPES ALL CRITICAL SLOPES ARE MAN-MADE SLOPES, WHICH WILL BE
ALTERED AS SHOWN ON THE CONCEPT PLAN APPROVED BY THE
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
12 Benchmark - x �n s,dewoik, elev 722.08
6. Trip Generation
BOARD OF SUPERVISORS
u
NECESSARILY SHOWN ON THE PLANS AND 'WHERE SHOWN, ARE CNLY APPROXIMAT-e LY CORRECT. THE
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND ONES AND STRUCTURES AS
13 Site is in Beaver Creek Reservoir watershed
27,889 sq. ft. COMMERCIAL SPACE
NECESSARY
42.94 TRIPS/ 1000 S0. FT. of leasable space = 1,205 TRIPS
SIGNAGE SIGNAGE TO BE SUBMITTED UNDER SEPARATE APPLICATION
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3 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER
(50 a entering & 507 eribng)
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CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON
30 RESIDENTIAL UNITS
JANUARY 15, 1998.
5 86 TRIPS GENERATED PER DWELLING UNIT= 175 8 TRIPS
4 DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY
(507 entering & 50% exiting)
~
"MISS
TOTAL TRIP GENERATION - 1,381 TRIPS
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5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTIUTY' (1-800-552-7001)
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6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT OF COVER MEASURED FROM THE
TOP OF PIPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES. SERVICE
LATERALS AND WATER LINES, ETC.
SIGNATURE
DRAWING INDEX
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7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE CF ROADSIDE DITCHES,
1 T-10 TITLE SHEET
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8 VALVES ON DEADENO LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
FUTURE
PLANNER (.UPPEI+T IEVELUPUEGT'I
ALBEHAHLE CUUNH '.EF6'CE AIIT-OFIT( 2 C-1 0 EXISTING CONDITIONS & DEMOLITION PLAN
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URIEXTENSION OF THE LINE
DURING A
3 C-1 1 SITE PLAN
9 PROVIDE BACKFLOW PREVENTER ON DOMESTIC WATER SERVICE ENE IN BUILDING. 4 C-1 2 UTILITIES PLAN
ENr,IHFEP I,"IJPPRIT DF%-LOPNE''!T)
BUILDING OFF'vaAL 5 C-1.3 UTILITIES PLAN AND DETAILS
6 L-1 0 LANDSCAPE PLAN
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VDOT
FIRE AND P-3CUE DIViOION
1 OF 6
CONTINUATION ON SHEET C-1.3 c�
-__ - 5,538 SF. CRITICALELOPESOFt=SITE-
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_ALL -CRITICAL SLOPES ARE MAN-MADE SLOPES, - „1
WHICH WILL BE ALTERED AS SHOWN
ON THE CONCEPT PIAN APPROVED BY THE
- -- _'- - 80ARD. OF SUPERVISORS-
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c� �" —� - CRITICAL SLOPES TO BE DISTURBED PER /
APPROVED SITE PLAN FOR ADJACENT DEVELOPMEN7�
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EMENTREMOVE PAV
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I;r - REMOVE OVERHEAD LINE
ROUTE UNDERGROUND TO
'�_REMOVE PAVFMEGI� TO-THISPOINT
EXISTING SERVICE LOCATIONS r�
REMOVE HYDRANT
MVE
UTItITYE PO
REMOVE I
HEEL STOPS FE
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W _
�� REMOVE LIGHT POLE
-___. REMOVE ® f
/j1 c r UTILITY POLE )� REMOVE
WATERLINE UP 70 NEW GATE VALVE � � ;
I SVS (REMOVE
UTILITY
`\ ISliii I- POLE
_ n REMOVE PORCH_
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_ r N, Fc "; - ,E - l 4m I' ' --------------- -----a
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E'i'' I FIELD VERIFY ROUTE OF SANITARY LATERALS, TYP _
LATERALS TO REMAIN IN SERVICE THROUGHOUT _� CAP WATERLINE WITH GATE VALVE AND PLUG END
CONSTRUCTION RE-ROUTE AS REQUIRED TO AVOID TO ALLOW FOR SPRINKLER CONNECTION
PROPOSED CONSTRUCTION.- ' -
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j I LANDSCAPING---_ 1� l r,i^
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/ /__ REMOVE LIGHT POLE
RE ( /
-{'MOVE /
REMOVE LIGHT POLE/
- W �_ REMOVE PORTION OF CMU WALL AS LANDSCAPING REMOVE j ( i 0 -
- -� �"- i REQUIRED FOR CONSTRUCTION OF
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NEW PLANTERS AS SHOWN ON C-1,1, NP _
_
2 a$
i�,AMREMOVE ENTRANCE,
P & RET WALLS , / I
_ REMOVE LIGHT POLE
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\ \�\—REMOVE SIDEWALK( ALONG`_
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\ ROAD FRONTAGE r �- - - _ _ ;�� I
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_ RE LOCATE `,
UTILITY POLE W
RE LOCATE � �
RESIDEMOVE P-28,, _ -
LOCALE
UTILITY POLE
- RAILROAD
REMOVE
— _
S'E
'
WRE LOCATE _ - -
E 24E
VARIABLE Wlpr'H UTILITY POLE
R1w -REMOVE SIDEWALK AS REOUIRED
TO ALIGN
EXIST NG B UCURB R
TH
OIA B
[ i BASEMAP & DEMOLITION PLAN - -
F "111F, '�F.L, C-1.0 SCALE: 1"=20'
-- 4g; ,T '- - -
7'V�
ND 77
O CLEAN OUT
H FIRE HYDRANTM GAS METER GAS VALVEO MANHOLE
O UP UTILITY POLE
RD ROOF DRAIN
® WM WATER METER
® WV WATER VALVE
VCP VITRIFIED CLAY PIPE
PVC PVC PIPE
DI DUCTILE IRON PIPE
—s— SANITARY SEWER
GVE'HEAD LINE
UNDERGROUND
POWER LINE
- - — PL PROPERTY LINE
—fws— GAS LINE
oc� STORM WATER
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CONTINUED ON SHEET C-1.2 �
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FILTERRA T
5,538 S.F. CRITICAL SLOPES ON-SITE. - --_ - _ - _-- _ 1 -TL 693 5 69 �' y
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ALL CRITICAL SLOPES ARE -MAN-MADE SLOPES.-WHICHOBTAINED1 _
r FROM ADJACENT P - -
-- WILL BE ALTERED AS SHOWN ON THE CONCEPT PLAN _ „RADtNG _ _ NT 70 BE--- -_ _
_ EASEMENT PRO ER11�
o - -- - - APPROVED BY THE BOARD OF SUPERVISORS. - �FR.TERRA
RET WALL - - ___ CURB WLET TC 693 7 -
SEGMENTAL o
GRADING EASEMENT TO BE OBTAINED FP.01A ADJACENT PROPERTY o0.p4 MAX.HT., STEP W/ GRAD - - _- - - 2- - I R250'
_ - Tw 700.5
�< - - - -- - - TW: 7040 _ _ -
BW: 7006 _ _ rn. _x F• •• a
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PAVED PATH FOR Ft)TVRE c '- - --"- -- I _ - - ONCRETE RET WALL - _ _ -
rn
708 0 — - _
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-_ -_ - r ___ W/ 42 GUARD-RAIL
- '- f'ONNECTfON-TQ GREENWAY - - F _ -
_ BW. 707. O - - `'; - RS'J
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--_- VARIABLE WIDPrI STORl.T EASEMENT. - - _ - _ - :-.-T _ - - - -! _ _
FILTERRA p �0 - STORM I`"
- C' 708 0-
__�f7f`FROM- CENTER_OF_PIPE "=1� - - �_____ _/ .+0 W FW
_ PN 706.5 TW- 706.5 --\_ •+` •. tat p� X10 ;Cd
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TW: 742+ RS - - - -
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WALL I FILTERRA _ BER Ob - -
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'9,,_ p FH CLEAN OUT
��� R3' `t rLE P S jTYP s 7cT5 { I ? --- o l i A H FIRE HYDRANT
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\.Q _ r f + N RS _ _6 -, _ I , 05 6'_ -- _y I - 2, It
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o _
R3 - I t _ --- � GV GAS VALVE o
9 �
25 .F - - -/ 'St - 0 O MH MANHOLE _ n
7 DISTAN � J 5 __ I R3 -- - _ 1 � E4 I -�_cL / O UP UTILITY POLE
FLUSH E4/ CG -12 _ _ COL RE R3'- _ q / RD ROOF DRAIN °
_,C LIPS - _ _ r `_' + I O D' TEXTURED CONCR E R3� ,-- I 3
--- �D - ® WM WATER METER
NEW CMU RET WALL &r y
STEP TO MATCH E%ISTING _ i� j WATER VALVE p
\\\\ r `0,' R3' DSTEP THE METAL FENCE. _ R3 R5 PIP
---- VCP VITRlF1ED C'J.Y E
_ Gob,+ R NEW LANE N �'^ .-1_ t'� +_ 1 J,- AX WALL HT: R3 - N / I� I P`fC PVC PIPE
_ Ir R3' M 7• �O6 / DI DUCTILE IRON PIPE o
w
lNlTIl
D7N P OVERHEAD
SEWED
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STRIPING "�/� V
ARIABIE _
NEW TURN LAN `` EDESTR/AN _
- _ POWER LIN I
CR.� OSS FRONTAGE ACCF - 5
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-+�_ --i R R PL PROPERLY E INE
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GAS LINE N _
+710.0 '��-: ���
TOR b
S M WATER
-
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E -LOCATE METER AS REQUIRED
- �- TO AVOID CONFLICT WITH CURB
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PLANTER, TYP. �
i SITE PLAN —~ s of 6
SCALE: 1" = 20'
LEGEND
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CLEAN OUT
A FH
FIRE HYDRANT
• GM
GAS METER
•GV
GAS VALVE
OMH
MANHOLE
0 UP
UTILITY POLE
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WM
WATER METER
® WV
WATER VALVE
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VITRIFIED CLAY PIPE
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DUCTILE IRON PIPE
s
SANITARY SEWER
w
OVERHEAD LINE
-a—uz-
UNDERGROUND
-
POWER LINE
----PL
PROPERTY LINE
GAS LINE
STORM WATER
NOTE: PERMEABLE PAVERS SHOWN AS OPEN SPACE IN BMP WORKSHEET
Short Version BMP Computations For Worksheets 2.6
Alc=,,deN,r:ater�,D MA sea Srm.le f1=_IY3d
Pian troeetsraeon 'Ali,, PesU'.r-.=.e,4
F-s- ea Date. ..>
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ous Cover Compubaen Ialues in ket 6 vluare kelt
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4 FT. VEGETATED CHANNEL W/ i-
TURF REINFORCEMENT MAT 0 8% -'
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REVISE -DRAINAGE EASEMENT TO 20 FT WIDTH, _ �,
CENTERED ON -PIPE AND-CHANNEL-E"ZX
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- INV 6800
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-INV OUT. 684 s
m FS -2
DISCONNECT AND ABANDON 15" HDPE 0 5/
— — — — - _ INV 690 0EXISTING
DETENTION _STRUCTURE -
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TOP 693 6
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INV IN 686 3
INV OUT' 684.
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TOP: 693.4
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D A. 0.24 AC.
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CONTINUED ON SHEET C-1.2
, ^ H Z Z
C� O
i WESTERN STORMWATER OUTFALL PLAN
t 2 EASTERN STORMWATER OUTFALL PLAN
W � J
C-1.3, SCALE:1"=20'
C-1 SCALE:
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C-1.3
fn
SP2007-00026 A U
44 O
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1. Development shall be in general accord with the concept plan entitled, "Crozet Station, prepared by Atwood Architects, Inc. dated May 23, 0 E Z
2007 and last revised November 14, 2007", Sheet A/O and Sheets SP1-SP5;
2. The final site plan shall not be approved until the applicant has provided evidence that an easement has been executed to provide inter -parcel U
access to the property to the east;
3. There shall be no disturbance of the stream buffer;
4. Affordable and moderately -priced housing shall be provided as follows:
A. Affordable housing units. The Owner shall provide five (5) residential dwelling units as affordable housing for sale. The five (5) units
shall be comprised of one 1 or more of the following unit 0
P () g types: single-family attached housing or multi -family condominiums. The Z, O
Owner or his successor in interest reserves the right to achieve the five (5) affordable units in a variety of ways, utilizing the above �"� E ,, 0 Cit
CROZET STATION mentioned unit types alone or in combination as outlined below. The first subdivision plat or site plan for the Properly shall designate the W N O
five (5) lots or units, as applicable, subject to the terms and conditions of this condition, that will be the affordable units as described WCQ
herein. The Owner shall convey the responsibility of constructing the affordable units to any subsequent purchaser of the subject
property. The current Owner or subsequent Owner shall create units affordable to households with incomes less than eighty percent U -4
(80%) of the area median income, such that housing costs consisting of principal, interest, real estate taxes and homeowner's insurance w O � r I
PRELIMINARY SITE PLAN (PITI) do not exceed thirty percent (30%) of the gross household income, provided, however, that in no event shall the selling price of[ --4 Z O0 O AW
such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Development Authority (VHDA) sales �"� Q .4'N
price/loan limits for VHDA's first-time homebuyer programs, provided that the selling price shall not be required to be less than One W.4 -0,
Hundred Ninety Thousand Four Hundred Dollars ($190,400) at the beginning of the ninety (90) day identification and qualification 1.4 ,y~ d+
period referenced below. The Owner or his successor in interest may provide down payment assistance in the form of secondary Q'i E-4 �:) MM
financing to reduce the costs to the homebuyer, so that the resultant first mortgage and housing costs remain at, or below, the parameters co m H W't
described above. All financial programs or instruments described above must be acceptable to the primary mortgage lender. 0: E-
Q 0Od
B. County Option for Cash In Lieu of Affordable Units. If at any time prior to the County's approval of any preliminary site plan or 0 0 a x
subdivision plat for the subject property which includes one (1) or more for -sale affordable units, the Housing Office informs the O N p.
then -current Owner/builder in writing that it may not have a qualified purchaser for one or more of the for -sale affordable dwelling units x
at the time that the then -current Owner/builder expects the units to be completed, and that the County will instead accept a cash [-i U
contribution to the County to support affordable housing programs in the amount of Nineteen Thousand One Hundred Dollars ($19,100)
in lieu of each affordable unit, then the then -current Owner/builder shall pay such cash contribution to the County prior to obtaining a
certificate of occupancy for the units that were originally planned to be affordable units, and the then -current Owner/builder shall have the
right to sell the units without any restriction on sales price or income of the purchasers.
C. Work force housing units. The Owner shall provide twenty-five (25) residential dwelling units for a sales price not to exceed three
n hundred thousand dollars $300,000 for the first sale of each unit. The first subdivision plat or site plan for the
D ( ) p p Property shall designate ,,NyTH OF �
ST C the twenty-five (25) lots or units, as applicable, subject to this condition. �f
GFG M
RGE q < � D. Qualification period. All purchasers of for -sale affordable units shall be approved by the Albemarle County Office of Housing or its
VE L designee. The Owner shell provide the County or its designee a period of ninety (90) days to identify and pre -qualify an eligible
WAYLAN D PARK purchaser for the units. The ninety (90) day period shall commence upon written notice from the Owner that the units will be available O B. CLARK GATHRIGHT
for sale. This notice shall not be given more than one hundred twenty (120) days prior to the anticipated receipt of the certificate of Li c. N 0
Lki SUBDIVISION occu anc If the County or its designee does not provide a qualified purchaser during this nine 90 da /
occupancy. tY g P 4 P g ninety ) y period, the Owner shall have
0 _!�i the right to sell the units without any restriction on sales price or income of purchaser(s); provided, however, that any units sold or leased A 4
(DO W A YL A N D D R . without such restriction shall nevertheless be counted toward the number of affordable units required to be provided pursuant to the terms
- of this condition. If these units are sold, this condition shall apply only to the first sale of each unit. Nothing herein shall preclude the
ry then -current Owneribuilder from working with the County Housing Department prior to the start of the notification periods described SINAL
0 herein in an effort to identify qualifying purchasers for affordable units.
V
E. Inspection of records. The County shall have the right, upon reasonable notice and subject to all applicable privacy laws, to
Z periodically inspect the records of the Owner or any successors in interest for the purposes of assuring compliance with this condition.
w
T/y 5. Residential amenities such as an outdoor plaza, paved path to the greenway, or civic green area shall be provided, to the satisfaction of the
F
SQogRF O Planning Director as shown on the concept plan entitled, "Crozet Station, prepared by Atwood Architects, Inc. dated May 23, 2007 and revised
w October 29, 2007", Sheets SP2 and SP3;
RT. 240 � THREE NOTCHED R D . 6. Street trees shall be provided along the Route 240 frontage. The street trees shall meet the minimum size, types of species, and spaced as
determined by the County's Architectural Review Board;
d 7. The final site plan shall not be approved until the applicant has provided an access area to the greenway dedication in the north-west section (�
of the property as shown on Sheet SP 2 of the Concept Plan entitled, "Crozet Station, prepared by Atwood Architects, Inc. dated May 23, 2007 Q
and revised October 29, 2007"; and 0fl�
... Z
8. Water quality and water quantity treatment shall be based on an assumed pre-existing cover of twenty percent (20% F-
) for the site. �� F ,
VICINITY MAP Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as FM_
approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: \
NO SCALE
• compliance with conditions of the SPECIAL USE PERMIT; Q /�
• approval of and compliance with a SITE PLAN; and
• approval of a "ZONING COMPLIANCE CLEARANCE. w >-
�
Z
O
Q U
A. General Notes B. Project Notes C. Proposed Development
D. Site & Utilities Notes W12 W
J
1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 1. Owner/Developer: 1. Intended Use: Mixed-use development with associated parking and utilities. WATER: PROPOSED AND EXISTING LATERALS FROM EXISTING MAIN ON-SITE. N -�
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION Crozet Shopping Center, LLC 2. Density: Density allowable: 15 du/ac = 48 units FIRE Q `Q
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. P.O. Box 129=
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Crozet, VA 22932 Proposed density: 9.4 du X 3.2 ac. = 30 units HYDRANT: EXISTING HYDRANTS WITHIN 400 FT OF MOST REMOTE POINT OF BUILDING.
W LU2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO 2. Site plan prepared by Clark Gathright, P.E. 18 two bedroom units SANITARY m
12 one bedroom units SEWERAGE: PROPOSED AND EXISTING LATERALS TO EXISTING SANITARY MAIN ON-SITE. f � _ -J
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. L..L�
3. EROSION AND SILTATION CONTROL METHODS SHALL BE PROVIDED IN ACCORDANCE WITH THE 3. Tax Map &Parcel: TMP 56A2-01-29 Shopping Center - 27,889 s.f. REFUSE: DUMPSTERS
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 4. Site Area: Total Area = 142,532 (3.2 AC) 9 9 g allowed STORM WATER: NEW STORM COLLECTION SYSTEM Q EXISTING CREEK AS SHOWN ON
3. Building Height: 65' maximum height THE PLANS. WATER QUALITY AND QUANTITY CALCULATIONS ARE TO
OTHER CONSTRUCTION. 35' to average roof height proposed ASSUME A PRE -DEVELOPMENT CONDITION OF 20% IMPERVIOUS AREA,
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE 5. Zoning: C-1 WATER QUALITY MEASURES TO INCLUDE FILTERRA UNITS, PERMEABLE
MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL) 4. Proposed Land Use . WHERE REASONABLY OBTAINABLE, LESSER Community of Crozet Downtown, CT 6- Urban Core PAVERS AND RAINWATER HARVESTING FOR NONPOTABLE DOMESTIC USE SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. SQ. FT. ACRES AND IRRIGATION.
6. Existing Conditions & Demolition LIGHTING: LIGHTING PLAN TO BE PROVIDED FOR FINAL SITE PLAN SUBMISSION.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF Portions of the existing shopping center building will be removed. Building: 40,864 .94 28. 7. Maximum
THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED The parking lot will be demolished and re -configured. Pavement: 71,590 1 1.64 50.2% imp. area: PROPOSED LIGHTING WILL BE EQUIPPED WITH A LUMINAIRE THAT
EM
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Sidewalks: 4,315 0.10 3.0% 2.68 Ac. (81.9%) EMITS 3,000 OR MORE MAXIMUM LUMENS. .�
Perm. Pavers 11,073 0.25 7.8%
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC 7. Variances, Zoning Proffers, Bonus Factors: Open: 14,690 0.34 10.3% EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000
OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND o
CONTROL DEVICES. - Total Site Area: 142,532 3.27 100.0% SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) - B. Building Setbacks per Zoning Ordinance ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. >
5. Parking: Spaces Required:
CLASS III. Front Yard - 30 feet. Shopping Center - 27,889 s.f. ®5 spaces/1,000 s.f. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC o
= 140 spaces }
Side Yard - None (not adjacent to residential) Residential - 18 two bedroom units ® 2 per unit = 36 spaces ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING Z E
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR Rear Yard - None (not adjacent to residential) _
12 one bedroom units ® 1.5 per unit 18 spaces DISTRICTS SHALL NOT EXCEED ONE-HALF (4) FOOT CANDLE.En
o
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Parking - 10 feet Total Spaces Required: 194 spaces w a
rY
9. Easements: Stormwater, Grading and Sanitary Easements are required. With 30% approved parking reduction, 136 spaces are required. RECREATION ACCESS EASEMENT TO PROPOSED GREENWAY TO BE PROVIDED ON-SITE. WP!
WATER AND SEWER CONSTRUCTION NOTES AREA: Q
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY 10. Topography: Louisa Aerial Surveys, Mineral, VA
Spaces Provided: 166 spaces LO
INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE Residential units shall not have assigned spaces. CRITICAL 5,538 S.F. CRITICAL SLOPES ON-SITE. z°
AUTHORITY OFFICIALS AT THE START OF THE WORK. 11. Boundary Survey: Dominion Development Resources, Charlottesville, VA 9 P SLOPES ALL CRITICAL SLOPES ARE MAN-MADE SLOPES, WHICH WILL BE
ALTERED AS SHOWN ON THE CONCEPT PLAN APPROVED BY THE p
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT 12. Benchmark - "x" in sidewalk, elev: 722.08 6. Trip Generation BOARD OF SUPERVISORS. am}eu&S lW_.
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE
27,889 s . COMMERCIAL SPACE Z
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS 13. Site is in Beaver Creek Reservoir watershed q' ft
SIGNAGE: SIGNAGE TO BE SUBMITTED UNDER SEPARATE APPLICA z
NECESSARY. 42.94 TRIPS/ 1000 SQ. FT. of leasable space = 1,205 TRIPS � � #ai!� 0
(50% entering & 50% exiting)
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER ? ale(] Q l
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON � Owpeda(� ivawdOlanaa � punwwo
30 RESIDENTIAL UNITS 041 Aq panojdd w o
JANUARY 15, 1998. 5.86 TRIPS GENERATED PER DWELLING UNIT= 175.8 TRIPS dpue panna!naa Q w
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. (50% entering & 50% exiting) add lell!wgns N U_
TOTAL TRIP GENERATION - 1,381 TRIPS " l % �t1�1�Y ~ 00
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). W o
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE N
TOP OF PIPE, OVER THE CENTERLINE OF, PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE SIGNATURE DRAWING INDEX W Q
LATERALS AND WATER LINES, ETC.
+
UJ
�
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 00
1 T-1.0 TITLE SHEET � z° N
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE PLANNER (CURRENT DEVELOPMENT) ALBEMARLE COUNTY SERVICE AUTHORITY 2 C-1.0 EXISTING CONDITIONS & DEMOLITION PLAN w
DURING A FUTURE EXTENSION OF THE LINE. 3 C-1.1 SITE PLAN ~ o C
9. PROVIDE BACKFLOW PREVENTER ON DOMESTIC WATER SERVICE LINE IN BUILDING. 4 C-1.2 UTILITIES PLAN
ENGINEER (CURRENT DEVELOPMENT) BUILDING OFFICIAL 5 C-1.3 UTILITIES PLAN AND DETAILS
6 L-1.0 LANDSCAPE PLAN T-1
•
0
VDOT FIRE AND RESCUE DIVISION
1 OF 6
_CONTINUATION SHEET C-1
695.3 / - -- - - - --� 100 STREAM BUF_ER STORM - - __` ------ _-
/ - STORM STRUCTURE
r _
5,53".F,--GRI�AL-SLOPES ON -=SITE: -- -- ` 'TR CTU ----
WEATHER - - - - - WEATHER HILL DEVELOPIfyIEN LLC
_.ALL•--eRITIL`AL SLOPES ARE MAN-MADE SLOPES _ RE
- ---- - TMP 56A,� 1.�1--3DB �---- __ .,,\ ___ -------
TMP
�..:..'...'..�.......;.�'..;..'•
- _ WHICH WILL BE ALTERED AS SHOWN
_
_DN -TkiE CONCEPT PLAN -APPROVED B THE -------- --- ZZSNING: C-1 ---- -
_..__ SAN MH .... l
BOARD OF SUPERVISORS. - ANT pAV N ` S 692.88
USE Vg,C 1
N84'S 42 0 EM
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-. �.. -:.. .......`l. �_.....�:..............................'.'.'.. - 7b' .8 S RY I
�.. '`' ys ..-..........................-._�:.r.. S 8 VC SANITA ---- C.'.
..........''���-:.'.'.'.'.'.......................... .`�OD_z , , _ _ ... .. ...... ... ::........' ' EXIST. ... 'f' ... �'....1.'.
.......... ............. oH�. ...............................--�................. �.', ............ '.......... 693.3 t'. ......
.. . .... ... . : . ... . .. ... ..: .. _ . . . . . . ... ../ ... .. .-.. . . . . .. . .. . . .. . . . .. ......_.- . 7 . ... . . .. . .. . . .. .. . .. . ...-. . .. . .. . . . . . . .. . ... .y .' ...nT'��' . ... . .. .. . ... ... . .. . .. .. . ....r'". ... . -.--- �' . . .. .
r..'-� .........................................'.................. = SAN MH i 1
..............µH'--- ... �............�.-.'.rte"""............... -... �.' �'....
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�. ....... ...... �, �,,� _ �r;+j°�"'�........ __ CRITICAL SLOPES TO BE DISTURBED PER
-=.............. ......OH.. -�-� • • -- ...... , .......... .
r..-. -:....... ................... .'tii• r"�''�
- .......................... ........ ................. �' "' .
_ .� .. _ APPROVED ITDEVELOPMENT
_ .. ... S E PLAN FOR ADJACENT
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....... .. _ -
- 70 ..... - _ 693.3 V \.
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SAN MH \ ° ON 06.8 �.
- _._
REMOVE PAVEMENT - -.._ :.....�..�.'.....w'. `.".1-, '.'.' 1 .'...''
3.6 TREE LINE �_ REMQI�E OVERHEAD LINE '- ':`; . _ ' ' '...-
- off
�- ` ED ROUTE -Ul�DERGROUND T6':., :.�.-
77REI�19VE PAVFAAIcAI� TOiTS-POINT \ GE pF pqV EXISTING SERVI E LOCATIONS;�• ,; �8 \\
E MEiVT
°"
` SAN. CLEANOUT REMOVE REMOVE _oH _�° \ REMOVE'HYDRANT ° ,
UTILITY POLE H LOADING DOCK* LIGHT l
WHEEL STOPS OH TO REMAIN 6 5.77
. -`--__- 713: �5 �. 707.3 !~� � POLE
09.29 SAN. CLEANOUT \ _o REMOVE LIGHT POLE \
_ �73 SAN. CLEANOUT '' _ \ 709. ° �
SAN. CLEANOUT 709.73 U OH
off OH 695-1 REMOVE
707.37 ��oH UTILITY POLE 300
REMOVE WATERLINE UP TO NEW GATE VALVE
Zo
REMOVE -o" \
707.58 UTILITY POLE o" - 6��50
OH
n
OH
719.07 707.6 697. o P 3
719.3 I 708.9 REMOVE PORCH, -
CROZET SHOPPING CENTER WEST LLC
S71NG 17 00
�^�
TMP 56A2-01-28 / NG S 698C14RE TO UP _ ~
ZONING: C-1 REMgIN 3 -
USE: CAR WASH � �,. 709.6 710.74
1 EXISTING STRUCTURE TO REMAIN T JSAN. CLEANOUTS - -- -- - _ -
FIELD VERIFY ROUTE E OF SANITARY LATERALS, TYP. _
/ 709.8 LATERALS TO REMAIN IN SERVICE THROUGHOUT 0 `
CONSTRUCTION. RE-ROUTE AS REQUIRED TO AVOID CAP WATERLINE WITH -GATE VALVE AND PLUG END
.64 \ / PROPOSED CONSTRUCTION. - 700 5 TO ALLOW FOR SPRINKLER CONNECTION
\1085
7 1.8
EXISTING STRUCTURE TO REMAIN O EXISTING STRUCTURE TO REMAIN 00
709.80
o 1
72 .38
_. �/ 709.86 �-�...
1084
;W 708.59
\ 705 _
x
Co�ERE1) gRCgoE
21.63 708.9
1.79 1 IGHT ~ �\ \\ 708.34 f/
721.36 7 POLE
7 .91
C7
- --- -`- REMOVE CURB & 708.23
TMP 56A2-01-29
LANDSCAPE ISLAND CROZET SHOPPING CENTER, LLC
DB 947-651 `\ 708.47
70 7.7 W
APPROVED PROPOSED DEVELOPMENT
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