HomeMy WebLinkAboutSUB201600038 Plat 2016-06-08APPROVED FOR RECORDATION
Agent, Board Of Supervisors Date
OWNERS, PROPRIETORS ,AND T$USTEWS IF ANY.
SITE DATA
OWNER:
LEGAL DESCRIPTION:
SOURCE OF TITLE:
MAGISTERIAL DISTRICT:
DRAINAGE DISTRICT:
ZONING DISTRICT:
FOOTHILLS CROSSING, INC.
321 EAST MAIN ST SUITE 201
CHARLOTTESVILLE, VA 22902
TAX MAP 56K, PARCEL Al
D.B. 2347 p. 078
D.B. 3794 pp. 4-14 (PLAT)
WHITE HALL
SOUTH FORK RIVANNA
RESERVOIR WATERSHED
R-1
RT. 810
CROZET
AVENUE
* CROZEf
NOTCH'D RD.
FOOTHILLS CROSSING, INC.
-
MAXIMUM STRUCTURE
HEIGHT: NOT TO EXCEED 35'
MH. FIRE HYDRANT, BLOW -OFF OR
9F�c
.
SHEET
1 OTHER WATERLINE OR SANITARY
10' ALONG ALL SIDE LOT LINES.
*
-••
-� SEWER APPURTENANCE
2. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS
THAT WILL BE REQUIRED BY A.C.S.A. AND R.W.S.A. IN ORDER TO
s.f.
4N
-I..- 10 '
ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES.THESE
SETBACK REQUIREMENTS: 25' - FRONT & CORNER SIDE STREET
CR02ET AVENUE
CLAUD2US PHASE I CSX
1
OPEN SPACE
- SIDE
s.f.
11 CROZET -
, PHASE II
NOTARY PUBLIC
Ac.
20' - REAR15'
- 7.035
PARK
1
TOTAL AREA
705.266
s.f.
PARK
Ac.
* FOR NON -TYPICAL LOTS HAVING LESS THAN 50' OF WIDTH BETWEEN
NEW TMP 56K -A1
RO D
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME
THE SIDE SETBACK LINES AT THE FRONT OR REAR SETBACK, THE
Ac.
FOOTHILJ. LICKINGHOLE
E N8N BASIN
1 ,(�jQt
SNONHAL(-TYYPICALRFRONTT
,
%
THIS DAY OF �
20�
MINIMUMRWIDTH ISTMET. ANDIREARESETTBACK
11.591
240
TO IVY
46.6%
101 4R
101449-7
LINES ARE SHOWN AND LABELED AS NON TYPICAL SETBACK (NTSB)
2
R/W
86,409
Reg.#
7
ON SHEETS 5 AND 6.
Ac.
8.0%
FOXDALE
LANE
PHASE
My Commission Expires
l _
THIS PROPERTY DOES NOT LIE IN AN AGRICULTURAL / FORESTAL DISTRICT.
s.f.
11.323
Ac.
45.4%
THIS PROPERTY LIES WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED.
2
ROCKFISH GAP TPKE
���-- - 250 -�
Neftry PabUe
Rog 8191U?
C4wwwwwar Of
[cerwbd=EzPiN$_=__z0l't
NOTES:
TYPICAL WATER & SANITARY
SEWER EASEMENTS
( N.T.S.)
1. THE DEVELOPER RESERVES A 25' UTILITY AND/OR DRAINAGE EASEMENT
5/8 ---
J
MH. FIRE HYDRANT, BLOW -OFF OR
ALONG ALL FRONT LOT LINES, 20' ALONG ALL REAR LOT LINES AND_
.
SHEET
1 OTHER WATERLINE OR SANITARY
10' ALONG ALL SIDE LOT LINES.
*
-••
-� SEWER APPURTENANCE
2. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS
THAT WILL BE REQUIRED BY A.C.S.A. AND R.W.S.A. IN ORDER TO
s.f.
2.231
-I..- 10 '
ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES.THESE
10
20'
PHASE
EASEMENTS WILL BE CENTERED ON THE FACILITIES WHEN CONSTRUCTED.
APPROXIMATE SANITARY SEWER EASEMENT LOCATIONS ARE SHOWN HEREON. * THE DEVELOPER RESERVES THE RIGHT TO VACATE OR
3. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL REVISE ANY EASEMENT HEREON PROVIDED THE PROPER
BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. SHOULD ANY STORM AUTHORITY AGREES.
LINE OR DRAINAGE STRUCTURE BE BUILT SIGNIFICANTLY DIFFERENT
FROM THE PROPOSED ALIGNMENT SHOWN HEREON, THE NEW EASEMENT * 20' STORM AND SANITARY SEWER EASEMENTS ARE TO BE
ALIGNMENT SHALL BE RE -PLATTED. CENTERED ON THE ASSUILT LOCATIONS OF THE LINES.
4. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR
VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY
AGGREES, REGARDLESS OF THE SALE OF ANY LOT.
5. COMMON OPEN SPACE SHALL BE OWNED, CONTROLLED, AND MAINTAINED
BY THE FOOTHILL CROSSING COMMUNITY ASSOCIATION.
6. OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY
AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION
OF OTHER USES. THE DEVELOPER RESERVES THE RIGHT TO CREATE,
REVISE OR VACATE EASEMENTS WITHIN THE OPEN SPACE.
7. NO FURTHER DIVISION WITHOUT PLANNING COMMISSION APPROVAL.
8. ONLY ONE DWELLING UNIT PER LOT.
9. ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER.
10. XUBJECT (AREASPROPERTY DETERMINEDPTORBETO LIE OUTSIDE NFLOOD THE 0.2% NANNUALERATE M
AP ZONE
CHANCE FLOODPLAIN)
AS SHOWN ON COMMUNITY PANEL NUMBERS 510006 0229 D, 510006 0235 D AND
510006 0245 D. EFFECTIVE DATE: FEBRUARY 4, 2005.
11. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE
WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
12. PARK RIDGE DRIVE MAY EVENTUALLY BE EXTENDED AND BECOME A THROUGH
STREET.
13. EACH LOT SHOWN HEREON CONTAINS A MINIMUM BUILDING SITE AREA OF 5,625 s.f.
AS WAS DETERMINED TO BE THE REQUIRED MINIMUM AREA DURING THE PRELIMINARY
SUBDIVISION PLAT APPROVAL PROCESS PER CHAPTER 18, SECTIONS 4.2.1 AND
4.2.2(b)1 OF THE ALBEMARLE COUNTY CODE.
14. THE EXTERIOR BOUNDARY IS BASED ON AN ACTUAL FIELD RUN SURVEY
PERFORMED BY THIS OFFICE IN JUNE OF 2006.
15. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY.
16. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST.
17. INDICATES IRON TO BE SET UNLESS OTHERWISE NOTED.
NO IRONS ARE TO BE SET AT THE EASEMENT CORNERS.
4B. ALL ROADS ARE TO BE DEDICATED TO PUBLIC USE.
19. THE LAND USE REGULATIONS LISTED HEREON ARE IMPOSED PURSUANT TO
THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT ON THIS DATE AND
ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THEY ARE NOT RESTRICTIVE
COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT
IS NOT INTENDED TO IMPOSE THEM AS SUCH.
ILAT PREPARED BY. BRIAN JAMISON
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® 02 *SF
A PROFESSIONAL CORPORATION
956
SERVING VIRGINIA SINCE
914 MONTICELLOMAD - CHARLOTTESMUE. VIRGINIA 229
BROWNSVILLE
ROAD
GRID
TICK
SHEET' INDEX
SHEET 1 / 8 --- COVER SHEET
VICINITY MAP
1 11 2000'
SHEET 2 / 8 --- OVERVIEW SHEET & WOODLAND PRESERVATION
SHEET 3 / 8 ---- SUBDIVISION PLAT
SHEET 4/8 ---- SUBDIVISION PLAT
SHEET
5/8 ---
EASEMENT PLAT
SHEET
6/8 ---
EASEMENT PLAT
SHEET
7 / 8 -----
OPEN SPACE AND LINE/CURVE TABLES
SHEET
8 / 8 -----
GREENWAY DEDICATION
AREA SUMMARY - PHASES 1- 5
PHASE
1
LOTS
488,809
s.f.
11.222
Ac.
Ac.
69.3%
PHASE
1
R/W
97,192
s.f.
2.231
TOTAL
Ac.
13.8%
s.f.
PHASE
1
OPEN SPACE
119,265
s.f.
2.738
- 306,439
Ac.
16.9%
- 7.035
PHASE
1
TOTAL AREA
705.266
s.f.
16.191
Ac.
100.0%
NEW TMP 56K -A1
673,512
s.f.
15.462
Ac.
PHASE
2
LOTS
504,908
s.f.
11.591
Ac.
46.6%
PHASE
2
R/W
86,409
s.f.
1.984
Ac.
8.0%
PHASE
2
OPEN SPACE
493,250
s.f.
11.323
Ac.
45.4%
PHASE
2
TOTAL AREA
1,084,567
s.f.
24.898
Ac.
100.0%
PHASE
3
LOTS
265,704
s.f.
6.100
Ac.
86.7%
PHASE
3
R/W
40,735
s.f.
0.935
Ac.
13.3%
PHASE
3
TOTAL AREA
306,439
s.f.
7.035
Ac.
100.0%
PHASE 4-5
LOTS
670,600
s.f.
15.395
Ac.
58.6%
PHASE 4-5
R/W
119,166
s.f.
2.736
Ac.
10.4%
PHASE 4-5
OPEN SPACE
355,395 s.f.
8.159
Ac.
31.0%
PHASE 4-5
TOTAL AREA
1,145,161
s.f.
26.289
Ac.
100.0%
AREA SUMMARY - RESIDUE TMP 56K -A1
ORIG.
TMP 56K -AS
3,914,945
s.f.
MINIMUM OPEN SPACE
89.875
Ac.
PHASE 1
TOTAL
AREA
- 705,266
s.f.
- 16.191
Ac.
PHASE 2
TOTAL
AREA
- 1,064,567
s.f.
- 24.898
Ac.
PHASE 3
TOTAL
AREA
- 306,439
s.f.
- 7.035
Ac.
PHASE 4-5
TOTAL
AREA
- 1,145,161
s.f.
- 26.289
Ac.
NEW TMP 56K -A1
673,512
s.f.
15.462
Ac.
PERCENT OF OPEN SPACE TO DATE
PHASE 1 2.738 Ac. OPEN SPACE 16.191 Ac. TOTAL AREA
PHASE 2 + 11.323 Ac. OPEN SPACE + 24.898 Ac. TOTAL AREA
PHASE 3 + 0.000 Ac. OPEN SPACE + 7.035 Ac. TOTAL AREA
PHASE 4-5 + 8.159 Ac. OPEN SPACE + 26.289 Ac. TOTAL AREA
TOTALS 22.220 Ac. 74.413 Ac.
22.220 / 74.413 = 29.9% OPEN SPACE PROVIDED TO DATE
* UPON COMPLETION OF FINAL PLATTING OF ALL PHASES. THE TOT
OPEN SPACE AREA SHALL BE EQUAL TO OR GREATER THAN 25% OF
THE ENTIRE PROJECT AREA.
DENSITY CALCULATIONS
PHASE 1 ------ 16 UNITS / 16.191 Ac. = 0.99 D.U./Ac.
PHASE 2 ------ 24 UNITS / 24.898 Ac. = 0.96 D.U./Ac:
PHASE 3 ------ 13 UNITS / 7.035 Ac. = 1.85 D.U./Ac.
PHASE 4-5 ---- 33 UNITS / 26.289 Ac. = 1.25 D.U./Ac.
TOTAL ------ 86 UNITS / 74.413 Ac. = 1.156 D.U./Ac.
TO DATE
AREA AND BULK REGULATIONS
THIS IS AN R-1 CLUSTERED DEVELOPMENT UTILIZING
BONUS FACTORS. AREA AND BULK REQUIREMENTS ARE
AS SHOWN BELOW.
*GROSS DENSITY R-1
CLUSTER DEVELOPMENT
1.21 D.U./Ac.*
(MAXIMUM)
MINIMUM LOT SIZE
20,000 s.f.
MINIMUM OPEN SPACE
25%
MINIMUM FRONTAGE
80'
SUBDIVISION PLAT *ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT = 0.97 OU/AC
*+ 10% DENSITY BONUS FOR PRESERVING 20% OR MORE WOODED AREA*
,Lzx
PHASE IV & VF + 5% DENSITY BONUS FOR STREET TREES
0 + 10% DENSITY BONUS FOR INTERNAL ROADWAYS WITHIN PROJECT
FOOTHILL CROSSING �Q� *TOTAL X `SE 4 -'.21 o= 26
*TOTAL PHASE 4 & 5 AREA = 26.289 AC
416�1 4 & 5 WOODLAND PRESERVATION AREA = 5..516 AC
v BRIAN D JAWSON 9 5.516 / 26.289 = 20.98% WOODLAND PRESERVATION
LOTS 17 - 18 AND 33 -60 3 No. 'p3334 REVISED:
LOCATED NEAR CROZET %I \ MAY 16, 2016 (PER COUNTY COMMENTS)
FEBRUARY 02, 2016
WHITE HALL MAGISTERIAL DISTRICT sults SCALE: 1®= W SHEET
ALBEMARLE COUNTY, VIRGINIA 1\8
FILE: 6234
Q: \NMORRIS\TMPROJ\CONAGRA\FOOTHILLS PLANS\PHASE 2 PLAT\PHASE 4 PLAT.pro
TMP 56-94
N/F WILSON JONES COMPANY
D.B.1278-596
LOT 13 I LOT 17
RESIDUE TMP 56K -Al
N/F FOOTHILLS CROSSING INC
15.462 Ac.
I \
\
PHASE III
PHASE
1
1 I I I I f f
_
PARK RIDGE DRIVE SHEETS 3 & 5
I I I
LOT 33
i
I I I \
I 1 I \
Lar S4
LOT63 LOT62 LOT Si LOT 6O LOT 63 LOT 66
L0T36
LOT 67
PHASE IV PHASE V,�5 LOT 66
TRINITY WAY
L5F.1
LOT37 I I I LOT 41 1 LoT42 1 LOT 43 1 LOT 44
I
SHEETS 4 & 6
xri,2,LTH OF1�1—s
U BRIAN soN a
No. 3334
lq� sul��
T PREPARED BY: BRIAN
LOT46
L0T46
LOT47
GRID
TICK
LLL
.\.+4 Y' X48/ /LOT40/
LOT 6o
LOT 64
OPEN SPACE
PHASE II
LOT 62
L0T6t
TMP 56-53
/ N/F LICKINGHOLE CREEK LLC
OVERVIEW SHEET
'& WOODLAND PRESERVATION AREAS �. \
PHASE IV & V
FOOTHILL CROSSING
LOTS 17 - 18 AND 33 - 63
9J,
LOT 63
tb'
/fir
//✓'i
i
iii//'i/> /!///✓%
�m
NG
(AS STAKEOAUBUSSTLINI MO19) //�//i
%///.i/✓ //1,/%rf
LOT 62
L0T6t
TMP 56-53
/ N/F LICKINGHOLE CREEK LLC
OVERVIEW SHEET
'& WOODLAND PRESERVATION AREAS �. \
PHASE IV & V
FOOTHILL CROSSING
LOTS 17 - 18 AND 33 - 63
NOTE
PROPERTY LINE FROM POINT 'A' TO
POINT '8' IS ALONG THE STREAM AS
IT MEANDERS. BOUNDARY COURSES
SHOWN ON THIS PLAT ARE FOR
CALCULATION PURPOSES ONLY.
WPA = WOODLAND PRESERVATION AREA
REVISED: \
/
mlY 16, 2016 /(PER COU
v4j81Xb
U; vvmunntovWrnuUNUUIVAunN\ruu,nl LLJ rLA1YJ\rnAOC c MAI \rnHac v rLAi..Flr
9J,
tb'
O
�m
V1j
to
9
4�
s\
J
v
NOTE
PROPERTY LINE FROM POINT 'A' TO
POINT '8' IS ALONG THE STREAM AS
IT MEANDERS. BOUNDARY COURSES
SHOWN ON THIS PLAT ARE FOR
CALCULATION PURPOSES ONLY.
WPA = WOODLAND PRESERVATION AREA
REVISED: \
/
mlY 16, 2016 /(PER COU
v4j81Xb
U; vvmunntovWrnuUNUUIVAunN\ruu,nl LLJ rLA1YJ\rnAOC c MAI \rnHac v rLAi..Flr
15.84'
N37'56' 44"E
61.00'
542'15'20 "E j
57.On iTT
PARK RIDGE DRIVE
61' PUBLIC R/W
, I �
� � I
LOT 64 LOT 65 , LOT 66 I LOT 67
PHASE 3 I PHASE 3 PHASE 3 PHASE 3
, I i
N52 *0'3116"W 1 587.67' (total)
04.22' 119.78' 1 119.80' �- 119.80'
LOT 63
20014 s.f.
0.459 Ac.
14.
LOT 62
20003 s.f.
0.459 Ac.
LOT 61
20007 s. f.
0.459 Ac.
119.78' 119.80'
N52003'16"W 432.66'(total)
LOT 60
20007 s.f.
0.459 Ac.
119.80
LOT 68
PHASE 3 I LOT 69
PHASE 2
'E
LOT 59
w
LOT 58
20008 s.f.
W
I"
y
0.459 Ac.
�
Q
Q
x
4�7
\
EO
EO
to
2
w
I�
IPHASE
v
v
LOT 70
�
W
Q
\
Icc
I
z
PHASE 2
Im
Iz
LOT 61
20007 s. f.
0.459 Ac.
119.78' 119.80'
N52003'16"W 432.66'(total)
LOT 60
20007 s.f.
0.459 Ac.
119.80
LOT 68
PHASE 3 I LOT 69
PHASE 2
'E
LOT 59
w
LOT 58
20008 s.f.
20033 s.f.
0.459 Ac.
•+
0.460 Ac.
4�7
\
58.89'
_. +7 5 CHEST CT `-�
CApOINAL
�.._ f4 / \
LOT 74
` PHASE 2 �.
w1
OPEN SPACE
PHASE 2
0.468 Ac.
TRINITY WAY31
TRIM --__.
57' PUBLIC R -O -W
R-0
AY - N36. /
- C17 C18 N52'03'!6"W 432.66'(total) Ci9 C20 -_ y~ - 10 0p 11"A 1z •
vtib 79.06' 97.18' 96.05' 97.21' 63.17' "--- 2 5p• C29 N �.`
LS I n GRID C21 ° a
TICK _. .._ / 30 \ 3.
x z S3 ` LOT 53 Q .:
a a 63.17 6 0p N 20009 s. f. .••
m ^ i m N I 42 26 3 v 0.459 Ac.
i col
-..
LOT 41 ti LOT 42 cu LOT 43 ti LOT 44 4 LOT 45 N oi
20011 s.f. 20009 s.f. 20000 S.f. 200123 s.f.l cu 20004 s.f. LOT
0.459 Ac. w 0.459 Ac. w 0.459 Ac. w 0.462 Ac. 0.459 Ac. w
w 20010 s. f. w �+ v
Q e o a Q 0.459 Ac. a, LOT 47 w / C25
m ZD w 20021 s.f. „ CCU / a
1"+T 0.460 Ac. ^ LOT 48
� ;n 21113 s.f. / N
Z z z z z 2 0.485 Ac. h LOT 52
c v LOT 49 yo 20022 s. f. w�
2 21756 s.f. Qj i, S"
X14 I 0.499 Ac. a LOT 50 a. Oso Ac.
\~ �c'✓ I N49053'02"W rn _ / , 20850 s.f
�T 4j o>0
N52 29'31 "W 96.58' (total) ni rn o 0.479 Ac. LOT 51
95 96'(total) I 56. p1• o c 2 20049 s.f. r ti
N52'46'13"W 96.16' a h / u ^ fL
46.32' 49.54. 73 65' n, n, / M 0.460 Ac.
N53'02'17"W 62.66' ai h a
56.95' N47 08 01":W N77..'53 07'"W ` N40'54 44"W ry 3. 2
o
95..24' I 26.41' 78..60' (total).
/L N44'57 02 W' T 2
1 fo
81_90 ` !total)
P ai N36051'08
i p.2 LOT 40 ~ I 71.43 .. N37
:..._-- 20031 s.f. 3
C1! 0.460 Ac. po �;+ L13 W 96.05• 185.56'
6'32. v
N36" ,Q OPEN SPACE N39::05'!9~)y,.10 •31'08"W' 195:73
total)
Ei575B.27 . .
16 49• <oh \ 0.61'
OPEN.:SPACE 5:
19g 14, 0 PHASE 4 ( `rs. .
380 Ac. /
2.778. Ac. L!7
/
/ . OPEN SPACE.
„.
PHASE 5 .
/ 5.380 Ac. -
SCALE 1" = 60' SEE <`F nNo.3334
au ° fi° i2° Lu SUBDIVIISION PLAT
SCALE IN FEET W PHAV E IV & V REVISED:
'LAT PREPARED BY: BRIAN JAMISON JFOOTHILL CROSSING MAY 16, 2016 (PER COUNTY COMMENTS)
ROUDABUSK GALE & ASSOCIATES, INC. _ FEBRUARY 02, 2016
ENGINEERS, SURVEYOR& AND LAND PLANNERS - T '�.
A PROFESSIONAL CORPORATION a LO • .S - 18 AND 33 - 63 .�. SoQ`' scaLE: 1, _ �� SHEET
W1 SERVING VIRGINIA SINCE 1956 ® ¢Q 3\8
SERVING
s e L �7 V
\ PHONE 434W7-02M-PAX4S428"W-EMIALL INPOWOUDABUSH.COM FILE: 6234
0: \NMOARIS\TMPROJ\CONAGRA\FOOTHILLS PLANS\PHASE 2 PLAT\PHASE 4 PLAT.pro
TMP 56K -2A
LOT 73
\
2
IPHASE
LOT 70
LOT 71
LOT 72 /
\
PHASE 2
,
I
PHASE 2
PHASE 2
77'
S39-08,11.
1
114
31'
S52'21'57"E1203.96' (total)
S3�
105.80'
84.87' 61 1'06.F
N 23704.08
E 16025.79
c
13.29'
sOe.
57
9
20118
0.462 Ac.
p°
v
2
o
2001 56 j "W
LOT 55
ry
0.460 Ac/ In
0.459 Ac.
2
In
LOT 54
? pna4a s f
OPEN SPACE
PHASE 2
0.468 Ac.
TRINITY WAY31
TRIM --__.
57' PUBLIC R -O -W
R-0
AY - N36. /
- C17 C18 N52'03'!6"W 432.66'(total) Ci9 C20 -_ y~ - 10 0p 11"A 1z •
vtib 79.06' 97.18' 96.05' 97.21' 63.17' "--- 2 5p• C29 N �.`
LS I n GRID C21 ° a
TICK _. .._ / 30 \ 3.
x z S3 ` LOT 53 Q .:
a a 63.17 6 0p N 20009 s. f. .••
m ^ i m N I 42 26 3 v 0.459 Ac.
i col
-..
LOT 41 ti LOT 42 cu LOT 43 ti LOT 44 4 LOT 45 N oi
20011 s.f. 20009 s.f. 20000 S.f. 200123 s.f.l cu 20004 s.f. LOT
0.459 Ac. w 0.459 Ac. w 0.459 Ac. w 0.462 Ac. 0.459 Ac. w
w 20010 s. f. w �+ v
Q e o a Q 0.459 Ac. a, LOT 47 w / C25
m ZD w 20021 s.f. „ CCU / a
1"+T 0.460 Ac. ^ LOT 48
� ;n 21113 s.f. / N
Z z z z z 2 0.485 Ac. h LOT 52
c v LOT 49 yo 20022 s. f. w�
2 21756 s.f. Qj i, S"
X14 I 0.499 Ac. a LOT 50 a. Oso Ac.
\~ �c'✓ I N49053'02"W rn _ / , 20850 s.f
�T 4j o>0
N52 29'31 "W 96.58' (total) ni rn o 0.479 Ac. LOT 51
95 96'(total) I 56. p1• o c 2 20049 s.f. r ti
N52'46'13"W 96.16' a h / u ^ fL
46.32' 49.54. 73 65' n, n, / M 0.460 Ac.
N53'02'17"W 62.66' ai h a
56.95' N47 08 01":W N77..'53 07'"W ` N40'54 44"W ry 3. 2
o
95..24' I 26.41' 78..60' (total).
/L N44'57 02 W' T 2
1 fo
81_90 ` !total)
P ai N36051'08
i p.2 LOT 40 ~ I 71.43 .. N37
:..._-- 20031 s.f. 3
C1! 0.460 Ac. po �;+ L13 W 96.05• 185.56'
6'32. v
N36" ,Q OPEN SPACE N39::05'!9~)y,.10 •31'08"W' 195:73
total)
Ei575B.27 . .
16 49• <oh \ 0.61'
OPEN.:SPACE 5:
19g 14, 0 PHASE 4 ( `rs. .
380 Ac. /
2.778. Ac. L!7
/
/ . OPEN SPACE.
„.
PHASE 5 .
/ 5.380 Ac. -
SCALE 1" = 60' SEE <`F nNo.3334
au ° fi° i2° Lu SUBDIVIISION PLAT
SCALE IN FEET W PHAV E IV & V REVISED:
'LAT PREPARED BY: BRIAN JAMISON JFOOTHILL CROSSING MAY 16, 2016 (PER COUNTY COMMENTS)
ROUDABUSK GALE & ASSOCIATES, INC. _ FEBRUARY 02, 2016
ENGINEERS, SURVEYOR& AND LAND PLANNERS - T '�.
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N12'16'02"E X5.99
1,
LINE TABLE
LINEI
BEARING
DISTANCE
L11
S5742'18"E
16.55'
N30'17'04"W
L21
N36'00'11"W
2.92'
L31
N57'42'18"W
1.74'
N19'36'40"E
L4
S19'33'06"E
17.73-
56'15'04"
L5
S85 '55'58"E
7.46'
19.06'
L6
SBO '12'58"E
46.90'
99°19'44"
L7
N15'04'58"W
52.45'
50.19'
L8
S81'36'58"E
97.83'
3'28'08"
L9
N48°3B'02"E
54.22'
87.17'
L10
S78'54'58"
43.81'
6'01'51"
LIIl
S22 -41.58"E
19.86-
85.86'
L12
N5537'02"E
24.31'
556'26"
L13
S47'01'58"E
59.04'
50.15'
L14
SOO*50'58"E
26.75'
3'28'06"
L15
S12'17'58"E
49.03'
11.30'
L16
56357'58"E
57.39'
53'44'54"
117
S43'07'08"E
77.34'
LIB
N45'06'40"E
86.90'
CURVE TABLE
LINE CHORD BEARING
CHORD
ARC
DELTA
RADIUS
Cl
N30'17'04"W
16.69'
17.10
43'32'24"
22.50'
C2
N19'36'40"E
21.21'
22.09'
56'15'04"
22.50'
C3
S01 *55'53"E
19.06'
21.67'
99°19'44"
12.50'
C4
S46'00'36"W
50.19'
50.20'
3'28'08"
829.06'
C5
S41°16'23"W
87.17'
87.21'
6'01'51"
828.50'-
05
S35'17'13"W
85.86'
85.90'
556'26"
828.50'
C7
S30'34'57"W
50.15'
50.15'
3'28'06"
828.50'
C8
S55°43'11"W
11.30'
11.
73'1
53'44'54"
12.50'
C9
S59'46'14"W
46.93'
48.20'
45'38'46"
60.50'
CIO
S05'19'29"W
63.44'
66.78'
63'14'45"
60.50'
C11
S39 -01'34"E
26.66'
26.88'
25°27'20"
60.50'
C12
N77'03'41"E
94.28'
108.09'
102°22'10"
60.50'
C13
N01'34'03"W
55.77'
57.96'
54'53'19"
60.50'
C14
N00'01'40 "El
12.14'
12.67'
58°04'45"
12.50'
C15
N34'13'37"E
138.87'
139.05'
10'19'10"
772.06'
C16
N80°50'27"E
16.55'
18.09'
82°54'30"
12.50'
C17
S55°23'04"E
78.67'
78.70-
4'38'2B"
971.50'
C18
S5233'33"E
17.11'
17.12'
1'00'34"
971.50'
CI9
850'42'35"E
45.60'
45.60'
2°41'21"
971.50'
C20
S46'30'45"E
96.70'
96.74'
5°42'19"
971.50'
C21
S40 '48'13"E
96.81'
96.85'
5°42'44"
971.50'
C22
S36'58'31"E
32.97'
32.97'
1'56'41"
971.50'
C23
S08'05'16"E
11.70'
12.18'
55°49'50"
12.50'
C24
S06'19'12"E
53.32
55.22'
52°17'42"
60.50'
C25
853'06'25"E
42.65'
43.59'
41'16'44"
60.50'
C26
N81'25'22"E
50.81'
52.44'
49'39'41"
60.50'
C27
N36'46'27"E
41.02'
41.85'
39'38'09"
60.50'
C28
N09'47'31"W
54.46'
56.49'
53'29'47"
60.50'
C29
N64'11'12"W
56.15'
58.39'
55'17'35"
60.50'
C30
N6355'06"W
11.70'
12.18'
55'49'48"
12.50'
C31
N36'17'36"W
10.43'
10.43'
0"34'51"
1028.50'
C32
N39'44'12"W
113.13'
113.19'
6'18'20"
1028.50'
C33
N4554'18"W
108.22'
108.27'
6"01'53"
1028.50'
C34
N50'29'15"W
56.24'
56.25'
3.'08'01"
1028.50'
C35
N54'52'47"W
101.39'
101.43'
5039'02"
1028.50'
C36
N06°00'53"N
19.62'
22.55'
103'22'50"
12.50'
C37
N46'42'36"E
27.88'
27.88'
2'04'08"
772.06'
C38
N45'05'30'E
14.32'
14.34'
9'23'21"
87.50'
C39
N10'25'22'E
469.14'
491.24'
59'56'55"
469.50'
C40
S10°36'40"E
164.89'
165.56'
17'52'51"
530.50'
C41
S45'05'30"W
11.05'
11.06'
923'21"
67.50'
C42
S34'06'38"W
98.44'
98.64'
12'34'23"
449.50'
C43
520'31'09"W
114.31'
114.62'
14'36'35"
449.50'
C44
S00'32'48"E
213.85'
215.92'
27'31'19"
449.50'
9 .. . -, -77
c�D7777
PHASE 2 _ -
7777
WESTLAKE HILLS SUBDIVISION
PHASE I
I
SCALE 1" = 60'
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SCALE IN FEET
ILAT PREPARED BY: BRIAN JAMISON
ROUDABUSK GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
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WALNUT
ADDITIONAL OPEN SPACE
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PHASE IV & V
FOOTHILL CROSSING
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No. 3334
S
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REVISED:
MAY 15, 2016 (PER COUNTY COMMENTS)
FEBRUARY 02, 2016
SHEET
SCALE: 1 ° = 60'
FILE: 6234 1
7\8
0: \NMORRIS\TMPROJ\C0NA6RA VOOTHILLS PLANS\PHASE 2 PLAT\PHASE 4 PLAT.Pro
RESIDUE TMP 56K -Al
N/F FOOTHILLS CROSSING INC
15.462 Ac.
GREENWAY EASEMENT
LINE TABLE
LINE
BEARING
DISTANCE
L1
NOl'46'04"W
52.85'
L2
S72°51'58"E
33.59'
L3
S85'55'58"E
14.09'
L4
S85°55'58"E
74.53'
L5
N15'04'58"W
53.38'
L6
N48'38'02"E
55.69'
L
S78'54'58"E
74.77'
L8
N553 '02-E
20.23'
,L9
S00 50 58-E
43.06'
LSO
S12 17 58"E19.81'
L11
S63 57 58"E
42:36'
L12
S12°16'02"W
23.16'
L13
S56'58'58"E
52.90'
L14
S82°08'08"E
46.29'
L15
S8554'26"E
15.99'
L16
S3536'07"E
50.97'
L17
N85°54'26"W
11.65'
LOT 18
LOT 33
LOT 34
LOT 35
LOT 36
LOT 37
LOT 38
LOT 17
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PARK RIDGE DRIVE
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PHASE IV
LOT 41 1 LOT 42
LOT 43
LOT 40
LOT 39
OPEN SPACE
NEW GREENWAY TRAIL
EASEMENT
2.346 Ac.
HEREBY DEDICATED TO
COUNTY OF ALBEMARLE
/
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PLAT PREPARED BY: BRIAN JAMISON
ROUDAB USH, � &ASS NOCIATESEING
® q PRO FE 9810 NA.L CORPORATION
SERVfNO V/RO/NfA 8/NCE 1968 -e• P
� s Morrnc�uo FroAo - cwnpiorrESHUF.w_ru�xra r�eoz. .
NOTE:
PROPERTY LINE FROM POINT 'A' TO
POINT 'B' IS ALONG THE STREAM AS
IT MEANDERS.BOUNOARY COURSES
SHOWN ON SHEET 7 OF THIS PLAT ARE
FOR CALCULATION PURPOSES ONLY.
w i vo 7
LOT 47 cg,/.,,,,
LOT 48
LOT 49 LOT 52 OPEN SPACE
LOT 50 0�p ti
LOT 51
1
hE 2`„ y
NEW GREENWAY TRAIL
TMP 56-53
N/F LICKINGHOLE
EASEMENT CREEK LLC
OPEN SPACE 2.346 Ac.
" HEREBY DEDICATED TO
S39 -0B COUNTY OF ALBEMARLE 3%; %
:1Z. j
50' GREENWAY TRAIL EASEMENT
TO BE DEDICATED BY PLAT CURRENTLY
UNDER REVIEW BY ALBEMARLE COUNTY.
\ \ , , �✓ i �,, ,,,,iii", /
WESTLAKE HILLS SUBDIVISION
PHASE 1
GREENWAY TRAIL`' °P
EASEMENT DEDICATION
PHASE IV & V
FOOTHILL CROSSING
LOTS 17 - 18 AND 33 - 63
v BRIAN D JAMISON a
No. 3334
�Ir S;;
REVISED:
MAY 16, 2016 (PER COUNTY COMMENTS)
FEBRUARY 02, 2016 SHEET
SCALE: 1" = 100'
FILE: 6234 1
8\8
0:\NMORRIS\TMPROJ\CONAGRA\FOOTHILLS PLANS\PHASE 2 PLAT\PHASE 4 PLAT.pro
County of Albemarle Tax Map Parcel No. 056K0-00-00-000A1 (part)
Prepared by and upon recordation return to:
Mary Katherine McGetrick,Esq.
Williams Mullen
321 East Main Street
Suite 400
Charlottesville,Virginia 22902-3200
CERTIFICATE OF PLAT
The attached plat entitled, "SUBDIVISION PLAT PHASE IV & V FOOTHILL
CROSSING, LOTS 17-18 AND 33-63 LOCATED NEAR CROZET WHITE HALL
MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA", prepared by Roudabush,
Gale & Associates, Inc., Engineers, Surveyors and Land Planners, dated February 2, 2016, lasts
revised May 16, 2016, situated in the County of Albemarle, Virginia, is hereby submitted for
recordation by Foothills Crossing, Inc. in the Clerk's Office of the Circuit Court of the County of
Albemarle, Virginia.
Given under my hand this Ig day of May, 2016.
FOOTHILLS CROSSING, INC.
By: ki1/41
Andrew J. Do dero, Vice President
COMMONWEALTH OF VIRGINIA)
) TO-WIT
CITY OF CHARLOTTESVILLE )
The foregoing instrument was acknowledged before me, 1,Agdts -N„.1a, Notary
Public, this t% ' day of May, 2016, by Andrew J. Dondero, who is personally known to me, as
Vice President of Foothills Crossing, Inc., a Virginia corporation, on behalf of the corporation.
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Marlowe ,y o,,,'
Notary Publ
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PUBLIC
REG.#7633624 Q = Registration Number: I(o33(0 211
E n ;MY COMMISSION;
o EXPIRES z My commission expires: ea3f 31'2-0t9
08/31/2019/Q
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