HomeMy WebLinkAboutZMA201300010 Plan - Submittal (First) Zoning Map Amendment 2013-06-10D
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OWNER INFORMATION
09400-00-00-OOIAO
09 Ap
LUPOS LLC
BREEZY HILL AT KESWICK LLC
P O BOX 7623
3035 BLANDEMAR DR
CHARLOTTESVILLE VA, 22906
CHARLOTTESVILLE VA, 22903
PRESENT USE: VACANT
PRESENT USE: RESIDENTIAL
09
09400.00-0O-008CO
LUPOS LLC
HAWKINS, CLARENCE M
P O BOX 7623
OR BEATRICE B
CHARLOTTESVILLE VA, 22906
1404 RUNNING DEER DR
PRESENT USE: VACANT
KESWICK VA, 22947
PRESENT USE: RESIDENTIAL
0LUP 00- 00600
OS C
094OG-0 -04
P O BOX 7623
KIMCO LC
CHARLOTTESVILLE VA, 22906
1510 EAST HIGH ST
PRESENT USE: RESIDENTIAL
CHARLOTTESVILLE VA, 22902
PRESENT USE: RESIDENTIAL
09400-00 0000800
KIMCO LC
09400-00-00 C48AO
1610 EAST HIGH ST
KIMCO LC
CHARLOTTESVILLE VA, 22902
1510 EAST HIGH ST
PRESENT USE: VACANT
CHARLOTTESVILI E VA, 22902
PRESENT USE: VACANT
ALL PARCELS ARE ZONED RA.
9 e . '"
SOUTHERN DEVELOPMENT
CHARLIE ARMSTRONG
170 SOUTH PANTOPS DRIVE
CHARLOTTESVILLE, VIRGINIA 22911
PROPOSED R4
DEVELOPMENT STANDARDS
SETBACKS:
FRONT: 26"
SIDE: 5'
REAR: 20"
MINIMUM LOT SIZE: 7,260 s.f.
OPEN SPACE: 25% MINIMUM
APPROXIMATE
AREA SUMMARY
TOTAL BREEZY HILL AREA: 83.88 Ac. 100.0%
AREA IN LOTS: 34.86 Ac. 41.6%
AREA IN OPEN SPACE: 32.58 Ac. 38.8%
AREA IN RIGHT-OF-WAY: 16.44 Ac. 19.6%
DENSITY
195 LOTS _ 83.88 Ac. = 2.32 D.U./Ac.
BREEZY HILL REZONING
GNRA DV OMN LAN-,
PROPOSED
TRAIL SPECIFICATIONS
TR,NLS ARE TO BE CONSTRUCTED TO THE ALBEMARLE
CQUNTY DESIGN STANDARDS MANUAL CLASS B,
TYKE 1, PRIMITIVE NATURE TRAIL STANDARD
SUFACE: EARTH
MIN. WIDTH: ENOUGH TO MARK LOCATION
DESIGN ALIGNMENT: 20% MAXIMUM GRADE
(THIS IS A MINIMUM IMPACT NATURE TRAIL)
OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS
TO PREVENT EROSION, WITH FOOT BRIDGES OVER
MAJOR OBSTACLES
111
0v J,7
F
ADJACENT PARCEL
INFORMATION
09
GIULIANO, GORDON R
MEANS, G NEIL & SUSAN L ROARK
OR JULIANNE M JACKSON
TRUSTEES OF SUSAN L ROARK TRUST
3817 RICHMOND RD
3816 RICHMOND RD
KESWICK VA, 22947
KESWICK VA, 22947
PRESENT USE: RESIDENTIAL
PRESENT USE: RESIDENTIAL
08000-00-(�AO
094OG-( 0-1 700
DEVALL, ROGER R & DOROTHY V DEVALL
MILLS, AUDREY HEARNS ETAL
TRUSTEES OF DEVALL LIVING TRUST
C/O KAREN ANDERSON
24 BROUGHAM RD
1401 VINE STREET
PALMYRA VA, 22963-2713
CHARLOTTESVILLE VA, 22902
PRESENT USE: RESIDENTIAL
PRESENT USE: RESIDENTIAL
Al
09400-00-00-007AO
GOODE, TOBY L OR JOAN P
HAWKINS, CLARENCE M
301 MEADE AVE
& BEATRICE
CHARLOTTESVILLE VA, 22902
1474 RUNNING DEER DR
PRESENT USE: RESIDENTIAL
KESWICK VA, 22947
PRESENT USE: RESIDENTIAL
BO
MEANS, G NEIL & SUSAN L ROARK
09400-00-00.007BO
TRUSTEES OF SUSAN L ROARK TRUST
HAWKINS, LARRY R
3815 RICHMOND RD
1474 RUNNING DEER DRIVE
KESWICK VA, 22947
KESWICK VA, 22947
PRESENT USE: VACANT / AGRICULTURAL
PRESENT USE: RESIDENTIAL
09400-00-00-008DO
08000-004X -W00
PHIWPS, WARREN A & ANN H
MILLER, FLORENCE EST
1450 RUNNING DEER DRIVE
C/O ALEXANDRA BURRUSS
KESWICK VA, 22947
1940 OLIVER CREEK
PRESENT USE: RESIDENTIAL
TROY VA, 22974
PRESENT USE: RESIDENTIAL
09400-00-00-008EO
EWERS, PATRICIA A -
080004)0(0 A0
1454 RUNNING DEER DRIVE
THOMAS, WIWE C OR RUBY S
KESWICK VA, 22947
829 HARRIS RD
PRESENT USE: RESIDENTIAL
CHARLOTTESVILLE VA, 22902-6468
PRESENT USE: VACANT
09400-00-00-008FO
WASHINGTON, ALICE BOYD
BO
1458 RUNNING DEER DR
MILLS, CURTIS V OR JOYCE
KESWICK VA, 22947
4028 RICHMOND ROAD
PRESENT USE: RESIDENTIAL
KESWICK VA, 22947
PRESENT USE: RESIDENTIAL
09400-00-00-MA1
KIRBY, RONALD LEE & " -
08000-00-00-06400
DEANNA DEHOOGE KIRBY, TRUSTEES
ANDERSON, WIWE C & BETTY E
1386 RUNNING DEER DR
ANDERSON CO -TRUSTEES OF
KESWICK VA, 22947
THE ANDERSON LIVING TRUST
PRESENT USE: RESIDENTIAL
503 VICTORIA WAY
"FRIENDSWOOD TX, 77546-4959
09400-00-00.046A2
PRESENT USE: RESIDENTIAL
KIRBY, WIWAM MONTY
i
& VICKI SMITH
08000-00 U0-064AO
1435 RUNNING DEER DR
THOMAS, ANTOINETTE R
KESWICK VA, 22947
OR WALLACE C
PRESENT USE: RESIDENTIAL
829 HARRIS RD
CHARLOTTESVILLE VA, 22902
09400-00-00.04700
PRESENT USE: RESIDENTIAL
CARTER, KENDALL A
OR TANYA Y
1304 RUNNING DEER DR
ANDERSON, OLIVER
KESWICK VA, 22947
3206 BROOKLAWN TERRACE
PRESENT USE: RESIDENTIAL
CHEVY CHASE MD, 20815
PRESENT USE: RESIDENTIAL
09400-00-00- 7AO
CARTER, TANYA Y
093A4-00-00000J0
OR KENDALL A
GLENMORE ASSOCIATES
1340 RUNNING DEER DR
LIMITED PARTNERSHIP
KESWICK VA, 22947
P O BOX 7623
PRESENT USE: RESIDENTIAL
CHARLOTTESVILLE VA, 22906
PRESENT USE: GLENMORE
09400-00-00-049BO
SECTION Q2 OPEN SPACE
PALMERTON, EMMA
1360 RUNNING) DEER DR
09400 00 00-U01
KESWICK VA, 22947
PIEDMONT NEIGHBORHOODS LP
PRESENT USE: RESIDENTIAL
11111 SUNSET HILLS RD SUITE 200
RESTON VA, 20190
09400-0000-( WCO
PRESENT USE: GLENMORE
POWELL, VIRGIL F OR SHIRLEY C
SECTION S5 RESIDUE & OPEN SPACE
1400 RUNNING DEER DRIVE
KESWICK VA, 22947
0940040-00-00300
PRESENT USE: RESIDENTIAL
MEANS, G NEIL & SUSAN L ROARK
TRUSTEES OF SUSAN L ROARK TRUST
3815 RICHMOND RD
KESWICK VA, 22947
PRESENT USE: VACANT
I ' PARCEL 093A4-004MWO, GLENMORE SECTION Q2 OPEN SPACE, IS ZONED PRD.
ALL OTHER PARCELS ARE ZONED RA.
I,
SHEET INDEX
SHEET 1 ------ COVER SHEET
SHEET 2 ------ EXISTING CONDITIONS
SHEET 3 ------ VILLAGE OF RIVANNA
MASTER PLAN &
TURN LANE WARRANTS
SHEET 4 ------ OVERVIEW & SWM PLAN
SHEET 5 ------ LAYOUT & GRADING PLAN
SHEET 6 ------ LAYOUT & GRADING PLAN
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487
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VDOEntrance Dcsign
Project. Breezy Hill Subdivision
Location: Albemarle County, VA
Dute:
ORIG
10-Jun-13
Qgs�rlQticin
of Existing
Unimproved, rural farmland
DRSgrIJ211911
2f
t
SFD Residential Subdivision
Connection Roadw�
US250, Richmond Rd. (Rt 22 to Fluvanna Co. Line) Link 10. 070228
Functional
Classification_
Rural Major Collector (Source: VDOT website)
Design
Seed:
55 mph (Source: Posted)
Irlp Generations
ITE
PM Peak % PM % PM Total PM PM PM
Code
Quantity Units Period Rate In out VPD/per VPD Peak W s In Out Source
Existing
N/a
NJa N/a N/a Nia N/a N/a N/a N/a N/a N/a N/a
Resld.
210
1`)7
SFD homesites
1.01
63%
37% .
9.57
1885
199.0
125
74
ITE 6th Ed.
..
. ,
0
0,0
0
0
I7E 13th Ed
Future 210 16 SFD Homes 1,04 63% 37% 0.5-1 E 153 16.6
10 Ei
Proposed Total 0030 1 216
136 60
�t
last- 40% (Estimated by TCS) Rt. 250E toward Ferncliff Richmond East= 815 €3f_
54 32
West=
60°fd
(Estimated by TCS) Rt. 25OW toward Zions, Cville,1-64 West= 1223 12g
1 82 48
r
1% (Estimated by TCS) Residential only East=
8
11
1-
0
West=
12
1
1
0
U10DIWIghway Traffic
Source: VDOT, 2011, "Annual Average Daily Traffic Volume Estimates By Section of Route" from VDOT website, spreadsheet line 7649
Highway: US250, Richmond Rd. (Rt 22 to Fluvanna Co. Line) Link 10. 070228
AADT=
5000
VPD
2&4 Tire Vehicles=
94%
or 4700 VPD
Directional Factor (D)=
0,7490
or 3745 VPD in referenced direction Eastbound
Peak Hour Factor (k)=
0.1057
or 629 VPH
t)�T rrn Anglysis
Westbound
is Advancin< direction
Design (posted) speed=
1 55 Iposted at 55 MPH
AADT= 5000 (see above)
Peak Hour (K)= 0.1057 (see above)
Peak Hr. Volume= 529 (AADT x K)
Advancing Directional Factor (Da)= f).2510 Percentage approaching site In direction requiring left turn Into site
Advancing Volume= 133 (AADT x K x Da)
Opposing Directional Factor (Do)= 0.749 Percentage approaching site In direction requiring right turn into site
Opposing Volume= 396 (AADT x K x D0)
Left Turn %= 411 % (PM -In trips from Advancing direction (see Estimated Splits above))
Using F400
VPD o osing volume, and 5!1 Left turns into site
an v advancing olume=
i 75 VPH is the warrant figure requiring a left turn lane
Therefore, No left turn large is required. (Ref. VDOT, See chart)
UNtit Turn 6nalysis
_
Eastbound is Advancing direction
PHV Approach Total= 306 Peak hour volume approaching site in direction requiring right turn into site
PHV Right Turn Volume= 82 (PM -In trips from Advancing direction (see Estimated Splits above))
Using 400 VPD approach volume, and 85 Right turns Into site
Full Length Turn/Taper is Required. (Ref. VDOT, See chart)
(Source: VDOT Access Mgmt Rags, App. F. Table 2-2)
445
ft. rninimum Center to center spacing from other full access entrances
600
1 ft. to Nearest ex, intersection East of proposed (Estimated by TCS from QUAD)
Sight Dis• n (Source: VDOT Access Ntgint Regs, App. F, Table 2-2
Design Speed= 55 mph (Use Posted)
intersectional Sight Distance He= 3.T. Ho= 3.5')
Available SDR=
-
6i37
ft. (Field verified,RGA 07MAY13)
Available SDL=
16)00'
ft. (Field verified, RGA 07fvV\Y13)
Required S.D.= 61 fL (Source: VDOT Access Mgmt Regs, App. F, Table 2-7)
Intersectional $OR is OKI
intersectional SOL Is OKI
Stopping Sight Distance He- 3.5', Ho= 2.0')
Available SDR=
_ -
ft. Unchecked
Available SDL=
_
ft. Unchecked
Required=
4g5
ft. Along Highway for vehicle stopped for left turn (Source: VDOT Access Mgmt Rags, App. F, Table 2-5)
Left Turn Warrant Chart
Breezy Hill Subdivision
10-Jun-13
WARRANTS FOR LEFT -TURN LANES ON TWO-LANE HIGHWAYS
ADVANCING VOLUME
D
VPH
OPPOSIP10A
y:CLUfrtE
54� 10% 20116 30%
LEFT 7J2DL5 LEFT TURNS _ErT ?1RNS LEFT TURPY>>
Sb
40-h1PH DESIGN PEED•
800
330
240
180
160
600
4110
305
225
200
-100
510
380
276
215
200
640
470
350
305
100
720
515
390
340
50-MPH DESIGN SPEED'
600
280
210
165
135
600
350
280
105
170
100
430
320
210
210
200
550
4D0
300
270
100
615
4-15
335
205
60-MPH DESIGN SPEED"
800
2230
170
'12-5
1'15
600
90
210
1G0
400
365
270
200
175
200
450
330
250
100
1 505
370
276
240
CflPOSWG
' "WE (WK
---------- — ------------------------
AOVANGNR LEFT TURN
— VMUME(Wfl) vauMff (vi'N)
Example:
Two-lane highway with 40+IPH
operating speed
Opposing Volume (VPH) - E00
Advancing Volume (VPH) - 440
Left -Turn VOILII'ne (VPH) - 44 or 10% of
Advancing Volume
TASLE 3.1 With opposing volume (VPH) of 600 and
Source: Adapted from 2004 AASHTO 10% of advancing Volume (;VPH) making
Green Book, Page 685. Exhibit 0-76 left turns, and advancing volume (VPH)
of 305 or more will warrant a left -turn
x USE DESIGN SPEED IF AVAILABLE, lane.
IF NOT USE LEGEL SPEED LIMIT.
55 Design speed
400 Opposing Volurne (VPH) to left turn
41 % Left Turn %
Right Turn Warrant Chart
Breezy Hill Subdivision
10-Jun-13
tz'rr"1'r, TS .r`�a ms mwc r m404
104 , FULL-WIOTH TURN LANE±l+§ND TAPER REgU1RED� "
J ap
ai>"l2�#li'1Attfs
7
ntf5a�
w 80 3 } 85 VPH
Right Turn
0 ziO4 4
ra
fi
t t >xt { { 1
U�
80n .i !G y
TAPER REQUIREDa1
0 It
Apt
MIN
( 40
10 rr 1. LAN s ;:
20 C1I2 TAPERS REQt.'IRE17
100 200 300 400 Soo Soo Tor)
PHV APPHOACHTOTAL, VEHICLES PER Hr' U"
Appropriate Radius required at all Intersections and Entrances (Commercial or Private).
LEGEND
PHV - Peak Hour Volume (also resign Hourly Volume equivalent)
400 Peak (VPH)
Advancing Vol.
122
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THE RESULTING CBPA POLLUTANT REMOVAL REQUIREMENT FOR
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