HomeMy WebLinkAboutZMA200600016 Plan - Approved Zoning Map Amendment 2007-11-14DATE
JUNE 15, 2007
SCALE
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REVISIONS
Revised Aug. 08, 2007
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1.)
LOTS SHOWN WEST OF CARROLL CREEK ROAD, INCLUDING LOTS 108, 109 AND 110 EASTI
OF CARROLL CREEK ROAD, ARE TO BE DEVELOPMENT AREA LOTS AND ARE TO BE SERVED
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BY PUBLIC WATER AND SEWER.
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THE LOTS IN THE RURAL AREA WILL BE ON BOTH PRIVATE WELLS AND SEPTIC.
ALBEMARLE COUNTY, VIRGINIA
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EXISTING EMERGENCY ACCESS SHOWN ON PLAN AND RECORDED IN D.B.1998 pg.31,
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WILL BE ABANDONED AND A NEW ACCESS WILL BE GRANTED FROM THE COMMON
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PROPERTY LINE WITH RUNNING DEER TO THE INTERSECTION OF CARROLL CREEK
AND FARRINGDON FARRINGDON ROAD.
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TYPICAL SECTION
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DEVELOPMENT STANDARDS FOR THE GLENMOPEE PRD
FARRINGDON ROAD
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All
current and future development within Glenmore shall be conform to the following standards:
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PAVEMENT SPECIFICATIONS
1.
Setbacks for residential uses shall be:
3' 1 ' /4 1 4 Max
CARROLL CREEK ROAD
AND FARRINGDON ROAD
_ _
Vicinity Map 1 - 1000 +/
a. Front Yard: Depth of front yard shall be no less than twenty-five (25) feet except,Na
25 M.P.H. DESIGN SPEED
in cottage sections where the front yard may be reduced to ten (10) feet.
SUBBASE 6' AGGREGATE (21A) (0100-17+00)
4 AGGREGATE (214) L11c00-24+9B.621
b. Side Yard: Depth of side yard shall be no less than fifteen (15) feet, except in
BASE 3, BM -255
cottage sections where the depth of the side yard shall be no Less than
x Increase Shoulder Width 4' with Guardrail
three (3) feet.
LIMESTONE LANE, CREEK VIEW CT.
c. Corner Side Yards: Depth of side yards located adjacent to common open space
AND ROADS 'A' TNR(1 'G'
shall be no less than of fifteen (15) feet. The depth of side yards located
20 M.P.H. DESIGN SPEED
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adjacent to a road right of way shall be no less than of seven and one half (7.5)
feet from the edge of right of way.
TYPICAL SECTION
SUBBASE 6- SM_9E5 E (21A)
CARROLL CREEK ROAD
DENOTES POTENTIAL SEDIMENT TRAP RETROFITS
d. Rear Yard., Depth of rear yards shall be no less than twenty (20) feet, except where
AND FARRINGDON ROAD
EM TO BIO -FILTERS FOR STORMWATER MANAGEMENT.
the rear lot line abuts common open space or the golf course where it shall then
WITH ASPHALT WALKING PATH
be no less than ten (10) feet.
(N -T -S)
2.
Residential Lot Guidelines:
50' R -O -W
NO TE:
IT SHOULD BE NOTED THAT IT WILL 8E DIFFICULT TO AVOID SOME
a. Single family lots shall only front on and have direct access onto Piper way and
3' WA 10 10 3 5 3' 1
CONCENTRATED FLOW IN VARIOUS LOCATIONS ALONG THE PROPOSED ROADS. HOWEVER,
Paddington Drive where topographic conditions and other site constraints dictate;
31 1/4 1 114 ,
GUARDRAIL NOTES:
DUE TO THE FACT THAT, IN GENERAL, DRAINAGE CONCENTRATIONS WILL BE SMALL,
Mak „ Max
THERE WILL MOST LIKELY NOT BE THE NEED TO HAVE A PERMANENT MEASURE
b. Lots shall have a minimum of 50 feet of frontage, except for:
Max 31
3 Max
GUARDPArO IS To ac v. D.O. I. sTANDAPO GR -2-
ASSOCIATED WITH EVERY CONCENTRATION SOURCE. IT IS ANTICIPATED THAT ONLY
i. Cul-de-sac lots where the minimum frontage shall be 35 feet; or,
As!kiing j
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Z G!)ARDRA IL. LOCATIONS AS SHOWN ON THE PLAN ARE
APPROXIMATE. EXACT LOCATION WILL BE DETERMINED
OUTLET PROTECTION WILL BE NEEDED IN SOME INSTANCES. THE POTENTIAL TRAP
By INSPECTION WHILE ROAD GRADING TAKES PLACE.
RETROFIT LOCATIONS REPRESENT SOME POSSIBLE LOCATIONS FOR PERMANENT MEASURES
ii. Lots that do not front on a road or street shall be accessed with
x Increase Sh0°'der Width4 With GuarOrail
WITH THE UNDERSTANDING ALL LOCATIONS MAY NOT BE NECESSARY.
a private access easement.
UNDERDRAIN NOTE.
USE VDO7 STANDARD CD -1 OP CD -2 UNDERDPAI'NS UNDER THE SUBBASE
c. Flag Lots shall be permitted.
MATERIAL AT ALL CUT AND FILL LOCATIONS AND GRADE SAG POINTS,
3.
The maximum building height shall be 35 feet.
TYPICAL SECTION
4.
Equestrian/Walking trails shall be constructed to the Class B -Type 1 Standard
LIMESTONE LANE, CREEK VIEW CT.
AND ROADS 'A' THRU G'
shown in the Albemarle County Design Standards Manual.
(N,TS)
5.
Paved walking paths and trails shall be constructed to the Class A -Type 1 standard
50' R -O -W
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6.
shown in the Albemarle Count Design Standards Manual.
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Construction traffic shall not take access through RunningDeer Drive.
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LINE PES
x Increase shoulder wiatn 4' wltn Guardrail
DENOTES COUNTY GREENWAY TRAIL AND EQUESTRIAN TRAIL
TE DATA
- DENOTES EQUESTRIAN/WALKING TRAIL
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— — — — — — — — — — -- DENOTES PAVED WALKING PATH
TAX MAP 94 PARCEL 15: OWNER:
DENOTES PROPOSED EQUESTRIAN/WALKING TRAIL
ZONED RA GLENMORE ASSOCIATES LIMITED PARTNERSHIP
TYPICAL FILL SECTION DITCH
P.O. BOX 5207
DENOTES SANITARY SEWER LINE
CHARLOTTESVILLE, Va. 22905
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----- ----- - DENOTES APPROXIMATE 100 YEAR FLOOD PLAIN
DB. 1672 p.405
var. 1 x4' var.
DB. 1893 p.300—
— - — - — - — - — - — — DENOTES 100' STREAM BUFFER
Exist, 4 ,
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TAX MAP 94 PARCEL 16A: OWNER:
Grade
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ZONED RA GLENMORE ASSOCIATES LIMITED PARTNERSHIP
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P.O. BOX 5207
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CHARLOTTESVILLE, Va. 22905
DB. 1672 p.405
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DB. 1893 p.300
* increase shoalter Width 4' With Guardrail
_LEGEND
TAX MAP 94 PARCEL 16: OWNER:
ZONED RA GLENMORE ASSOCIATES LIMITED PARTNERSHIPSLOPES
P.O. BOX 5207
251 ORxGREATEH
CHARLOTTESVILLE, Va. 22905
DB. 3060 pp.674
STREAM EDGE o
DENOTES EDGE OF E
MAGISTERIAL DISTRICT.* SCOTTSVILLE(all parcels)
00 ft. STREAM BUFFER
SOURCE OF TOPO: LOUISA AERIAL SURVEYS INC.
DEN07ES PROPOSED
ADDITIONAL
DATUM: NAVD29
,
STREAM BUFFER m
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SOURCE OF SURVEY: CURRENT FIELD SURVEY BYI'
AREA SUMMARY
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ROUDABUSH, GALE & ASSOIATES, INC.
RESERVOIR WATERSHED: THIS SITE DOES NOT LIE IN A RESERVOIR WATERSHED.
PRIVATE R. 0. W. 13.09 Ac. (Total)
FLOOD PLAINx: )(FLOOD PLAIN BASED ON FLOOD BOUNDARIES DIGITIZED, SCALED AND
4.03 Ac. in Existing PRD.
INTERPOLATED FROM FEMA FLOOD INSURANCE RATE MAP COMMUNITY
9.06 Ac. in Proposed PRD.
PANEL NUMBER 510006 0450 D AND 0475 D, EFFECTIVE DATE FEBRUARY 05, 2005.
LOTS 52.55 A c (Total)
SPECIAL FLOOD HAZARD AREAS SUBJECTZONE AE (INTERPOLATED FROM BASE FLOOD ELEVATIONS)
.
1B.92 Ac. in Existing PRD.
TO INUNDATION BY THE 1% ANNUAL FLOOD
33.63 AC. in Proposed PRDSHEE
FLOOD WAY AREAS IN Z 'x'� E (DIGITIZED)
T INDEX
OPEN SPACE 46.09 Ac. (Total)
OTHER FLOOD AREAS ZONE, X (SCALED AND DIGITIZED)
27. 65 Ac. in Existing PRD.
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18.44 Ac. in Proposed PRD.
SHEET
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TOTAL AREA 111.73 Ac.
SHEET
- 2 100 SCALE PROPOSED PLAN
DATE
JUNE 15, 2007
SCALE
CONTOUR INTERVAL
REVISIONS
Revised Aug. 08, 2007
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Revised Nov, 14, 2007
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DATE
JUNE 15, 2007
SCALE
CONTOUR INTERVAL
REVISIONS
Revised Aug. 08, 2007
(County comments)
Revised Nov, 14, 2007
(County comments)
DATE
JUNE 15, 2007
SCALE
CONTOUR INTERVAL
FILE NUMBER
387
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DATE
JUNE 15, 2007
SCALF-
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2 FEET
REVISIONS
Re vised Aug. 08, 200 7
(Coun-Y commen's)
Revised Nov. 14, 2007
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DATE
JUNE 15, 2007
SCALF-
111 = 100'HORZJ
GONTOUR INTERVAL
2 FEET
REVISIONS
Re vised Aug. 08, 200 7
(Coun-Y commen's)
Revised Nov. 14, 2007
(County comments)
DATE
JUNE 15, 2007
SCALF-
111 = 100'HORZJ
GONTOUR INTERVAL
2 FEET
FILE NUMBER
387
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