HomeMy WebLinkAboutSUB202000222 Plat 2021-09-13F,
11
GLENBROOK AT FOOTHILLS SUBDIVISION
PHASE IIB
FINAL SUBDIVISION PLAT
TMP 56-57B2, TMP 56K-A2
AND A PORTION OF TMP 56KI -F AND TMP 56KI - 155
y
ti��H SrG 0�0 810 a PARROjl B�vt �P�G O
AR VICINITY MAP
Fp y
,^- SCALE: 1 "=2000'
c N
cy Crozet '
C&0 RAIL a
THREE NOTCH'D RD {i iFfFH 2e
W Q691 h .�
r HILL TOSITE TOW
ONNVEGgNMNR -Le ST LO ✓�i ���
pQ� 9 LN\ PA&K
, T H P5 LOCUST
�N QP� 9�
PINE L'N J0C POE�� SS Q d0 �F�N
JO\ �F�ED W yy9
OAK O
G Opp ? a LICKINGHO
C9� G F O� pR 00
F O � �� m
�A1TL//yOR �O LICKINcyO`&CREEK X CARL
C2 LPN CH GCS N
oe SJ G?'7i FO+�
O B e N
751 2 FI�-� o
r 25 YG 751 ROCKFISH GAP TPIKE
'A m - eR0 O O
u wVSVILLf- Q
COUNTY APPROVAL
NT FOR THE BOARD OF SUPERVISORS ATE
STATEMENT OF CONSENT TO DIVISION
TMP 56-57B2, TMP 56K-A2, TMP 56K1-F AND TMP 56K1-155
THE PLATTING OR DEDICA11ON OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TMP 56-57B2, TMP 56K-A2, TMP 56K1-155 AND TMP
56-57B1 ACCORDING TO COUNTY RECORDS, AS SHOWN DESCRIBED AND
WITH REFEREN S ABOVE, IS WITH THE FREE CONSENT AND IN
ACCORDANC TH E DE IRE 0 THE UNDERSIGNED OWNERS
SURVEYOR'S STATEMENT
I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF,
ALL REQUIREMENTS OF THE BOARD OF SUPERVISORS AND
ORDINANCES OF ALBEMARLE COUNTY, VA REGARDING THE
PLATTING OF SUBDIVISION WITHIN THE COUNTY HAVE BEEN
COMPLIED WITH.
STATEMENT OF TITLE TMP 56-57B2
THE LAND SHOWN WAS OBTAINED BY GLENBROOK, LLC BY DEED
DATED 04-27-2018 AND RECORDED AT DEED BOOK 5039 PAGE
75, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE
REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF TITLE TMP 56K-A2
THE LAND SHOWN WAS OBTAINED BY GLENBROOK, LLC BY DEED
DATED 03-29-2018 AND RECORDED AT DEED BOOK 5028 PAGE
408, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE
REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF TITLE TMP 56K1-F
THE LAND SHOWN WAS OBTAINED BY GLENBROOK, LLC BY DEED
DATED 12-07-2020 AND RECORDED AT DEED BOOK 5442 PAGE
388, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE
REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF TITLE TMP 56K1-155
THE LAND SHOWN WAS OBTAINED BY GLENBROOK, LLC BY DEED
DATED 03-17-2021 AND RECORDED AT DEED BOOK 5500 PAGE
365, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE
REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF TITLE TMP 56-57B 1
THE LAND SHOWN WAS OBTAINED BY GLENBROOK, LLC BY DEED
DATED 04-27-2018 AND RECORDED AT DEED BOOK 5039 PAGE
75, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE
REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
OVERALL REQUIRED OPEN SPACE (25%) -> 37.93 AC * 25% = 9.483 AC
TOTAL OPEN SPACE PROVIDED:
PHASE 1 5.715 AC (EXCLUDING OPEN SPACE A)
PHASE IIA 0.0 AC
PHASE IIB 1.271 AC (THIS PHASE)
GREENWAY DEDICATION 2.663 AC (THIS PHASE)
TOTAL 9.649 AC (257.)
AREA CALCULATIONS
ORIGINAL AREAS:
PROPRIET D USTEE F NY. . TMP 56-57B2 8.172 AC
4 Dy°,.,, TMP 56K-A2 4.700 AC
�J TMP 56K1-155 0.135 AC
NOTARY
GLENBROOK, LLC _ PUBLIC _ TMP 56K1-F 1.039 AC
n °PEG. #771
MY COM MSS ON ZTOTAL
COMMONWEALTH OF VIRGINIA EXPIRES ;
REVISED AREAS:
COUNTY OF ALBEMARLE
TO WIT. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED 'FALTH .��`'�`,,
BEFORE ME IS �_ AY OF w 20 ZL NEW TMP 56K1-155 0.142 AC
NEW TMP 56K1-F 1.039 AC
LOTS (48) 6.494 AC
SIGNATURE OF rOTARY PUBLIC OPEN SPACES (2) 1.271 AC
RIGHT-OF-WAY 2.437 AC
NOTES
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL
ENCUMBRANCES ON THE PROPERTY SHOWN HERON AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TITLE
REPORT BY A LICENSED ATTORNEY.
2. ALL DEED AND PLAT REFERENCES SHOWN HERON ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK.
3. FOR ALL PARCELS SHOWN HERON, THIS PLAT HAS BEEN PREPARED FROM RECORDED PLATS AND SURVEYS FROM AUGUST 2020 USING
MONUMENTS FOUND TO EXIST AT THE TIME OF SURVEY.
4. SUBJECT PARCELS ARE LOCATED IN ZONE "X" AS SHOWN ON FEMA MAP NO 51003CO229D AND 51003CO235D, EFFECTIVE DATE
FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A
POR11ON OF THIS PROJECT.
5. ONLY ONE DWELLING UNIT PER PARCEL.
6. EACH PROPOSED LOT PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE. OPEN SPACE PARCELS DO NOT INCLUDE A BUILDING SITE.
7. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED.
8. ALL PARCELS PART OF THIS SUBDIVISION ARE ZONED R-6 RESIDENTIAL CLUSTER DEVELOPMENT, WITH PROFFERS ZMA 2016-00005.
9. TMP 56K-A2 UES WITHIN THE STEEP SLOPES PRESERVED, ALL OTHER PARCELS DO NOT. ALL PARCELS DO NOT LINE WITHIN STEEP
SLOPES MANAGED.
10. SETBACKS:
FRONT - 5 FEET MINIMUM (18 FEET MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25 FEET MAXIMUM
SIDE - 5 FEET MINIMUM
REAR - 20 FEET MINIMUM
NOTE: COVERED PORCHES, BALCONIES, CHIMNEY, EAVES AND THE UKE ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN
FOUR FEET INTO ANY REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX FEET FROM ANY
LOT UNE. SINGLE FAMILY DETACHED UNIT GARAGES - MINIMUM 3 FEET STEP BACK FROM THE FRONT OF THE PRIMARY RESIDENCE.
11. SUBJECT PARCELS DO NOT UE WITHIN AN AGRICULTURAL/FORESTAL DISTRICT.
12. SUBJECT PARCELS ARE LOCATED IN THE LICKINGHOLE CREEK WATERSHED. THESE PARCELS ARE WITHIN A WATER SUPPLY PROTECTION
AREA.
13. THE STREAM BUFFERS SHOWN HERON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE
COUNTY.
14. SUBJECT PARCELS DO NOT LIE WITHIN THE DAM BREAK INUNDATION ZONE.
15. SUBJECT PARCELS DO NOT LIE WITHIN THE FLOOD HAZARD OVERLAY.
16. SUBJECT PARCELS ARE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER.
17. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT
PARCELS.
18. ALL PRIVATE EASEMENTS SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
19. OPEN SPACE IS HEREBY DEDICATED TO THE HOMEOWNERS ASSOCIATION.
20. ALL NEW PUBLIC STREET RIGHT-OF-WAY SHOWN HEREON ARE HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE.
21. LOTS 166-173 ARE HEREBY DESIGNATED AFFORDABLE DWELLING UNITS. PLEASE SEE PROFFER STATEMENT FOR FOOTHILLS CROSSING
DATED 02-06-2017, ZMA 2016-00005.
22. GREENWAY DEDICATION PARCEL HEREBY DEDICATED TO THE COUNTY OF ALBEMARLE COUNTY, SUPERCEDING THE GREENWAY EASEMENT
SHOWN AT DB 5075 PG 664..
23. ALL ACSA SEWER EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS. SEWER LINES SHALL BE 20 FEET WIDE, 10 FEET ON
EITHER SIDE OF UNE.
24. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO
PROTECT THE ROADWAY FROM FLOODING OR DAMAGE.
25. HOMEOWNERS AND/OR HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR KEEPING THE VARIABLE WIDTH SIGHT DISTANCE
EASEMENTS CLEAR FROM OBSTRUCTION AT ALL TIMES FOR PUBLIC SAFETY.
26. SITE DEVELOPER SHALL CONSTRUCT PROPOSED TRAILS AS SHOWN ON SHEET V8, ALL PROPOSED TRAILS SHALL BE CONSTRUCTED TO
THE ALBEMARLE COUNTYS STANDARDS OF A CLASS B - TYPE 1 PRIMITIVE TRAIL.
27. PLAT PREPARED BY. AMMY GEORGE
DWELLING UNIT INFORMATION
SHEET INDEX
SINGLE FAMILY DETACHED & SINGLE FAMILY ATTACHED
V1
COVER
A MINIMUM OF 50% OF THE PROPOSED LOTS WILL BE SINGLE FAMILY
V2
EXISTING BOUNDARY AND EASEMENTS
DETACHED (SFD) HOUSES. SINGLE FAMILY ATTACHED (SFA) UNITS AND
V3
EASEMENT VACATIONS
TOWNHOUSES MAY BE CONSTRUCTED IN THE AREAS ADJACENT TO PARK
V4
V5
BOUNDARY UNE ADJUSTMENT
BLA DETAIL
RIDGE DRIVE AND THE EASTERN CONNECTOR ROADWAY. A MINIMUM OF
V6
SUBDIVISION
10% OF THE UNITS SHALL BE SFA OR TOWNHOUSE UNITS.
V7
SANITARY, SIGHT AND LANDSCAPE BUFFER
PHASE I: (84 UNITS) 18 SFD & 66 SFA & (10 BY -RIGHT R-6 SFD)
V8
EASEMENTS
DRAINAGE EASEMENTS
PHASE IIA: (7 UNITS) 7 SFD
V9
ACCESS EASEMENT AND PROPOSED/EXISTING TRAILS
PHASE IIB: (48 UNITS) 48 SFD
V10
BOUNDARY CALL TABLE
TOTAL (TO DATE): 139 UNITS (R-6 REZONING) & 10 UNITES (BY -RIGHT
R-6 ZONING)
SFA: 66 TOTAL (47.57.)
LEGEND
SFD: 73 TOTAL (52.57.)
IF IRON PIN FOUND
AFFORDABLE DWELLING UNITS
ADU AFFORDABLE DWELLING UNIT
GREENWAY DEDICATION 2.663 AC TOTAL DWELLING UNITS: 48
TOTAL AFFORDABLE DWELLING UNITS: 8 (177.)
A
zU a
a
w U
N U
o =
N m
2 aLb
T Q
qb
J D
a � cn�irN�
t w o
00 0N
CV
OaD aC1>N
O V t C)
KR
M ZO U)��N
0: wz0�
� a� Saox
WO ccf)0ccai
�? pw=
•► O z U 0
CV O
4W �� o
IK
a Q
Oc �'
W << di
W >
2 = di
0 a_ z
O_
a.
L OF
U BRIAN D JAMISON t
No. 3334
08-19-2021
t
SURD
g
U
L
T
I \
Y /-
co w
(n LO J
�J 2Q
al- aim
Z0 L0QQ H
0OC�O W
Ln
Q w�(�
(nNLOz
�YQm0-:
mp a ;�o C)
Q co 0- 0
L� W ~ U)
0 0o
QQ
�2
w
Q�
DATE:
12-07-2020
REV:
01-22-2021
REV:
04-30-2021
REV:
07-20-2021
REV:
08-19-2021
SCALE:
N/A
JOB:
6234
FILE:
TMPROJ
SHEET: OF 10
I
\\
e
60
0
60
\
SCALE: 1 "=60'
\
�
E-►
co
e
TMP 56-57B3
I
\\
N/F STANLEY
ov
LO
\
MARTIN
I W
LEGEND
IF IRON PIN FOUND
\\v
LLJ
I I I \
HEATHFIELD LAN \
ZN' B PUBLIC IR IYEDB 50; 5 PC 664
"'CO
h o coo m
`�� `� '� / h �No I � woo
q�739, CI b c3to
COMPANIES LLC A \ , \ N:24454.14 _ /
DB 5358 PC 506 E:14173.44 A' 126.0p' S84'27'13" E 128.28'
TMP 56A2-01
N/F CLAUDIUS \ \
CROZET PARK INC I '
DB 1536 PC 408 I \
TMP
VARIABLE WIDTH SWM\ 56-57B2
FOREST AND OPEN'/ \ 8.172 AC
SPACE EASEMENT
TMP 56-55 ` ?�� DB 5075 PG 664 \ /
N/F COUNTY OF 2j
ALBEMARLE CIO
FINANCE oo
DB 2397 PC 431
-IF
BOUNDARY LINE TABLE
Line
Direction
Length
Lt
S 47'45'01" W
3.86'
L2
N 34'34'12" E
11.01'
L3
S 47'44'12" W
27.00'
L4
S 84'27'13" E
49.39'
L5
N 78'59'28" E
4.14'
L6
N 72'07'36" W
3.00'
L7
S 17'52'24" W
35.00'
L8
S 72'07'36" E
3.00'
L9
N 89'49'00" W
27.01'
L10
N 84'18'18" W
39.37'
L11
S 05'41'42" W
4.16'
TMP 56-57B1
N/F CLENBROOK LLC
DB 5039 PC 75
S46'17'13"W �6�' �1,�p, 0q5
20.52' p�
sue` .,\
STORM DRAIN
EASEMENT
DB 5075 PG 664
N: 24151.43_/� IF
E:14400.19
VARIABLE WIDTH \
e ._
GREENWAY EASEMENT �\
DB 5075 PG 664
6
TMP 56-52
N/F FRAZIER CEORCE 20' ACSA UTILITY
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
265.75'
527.00'
28'53'35"
135.77'
262.95'
S 70'00'26" E
C2
63.65'
277,00'
13'10'00"
31.97'
63.51'
N 41'09'12" E
C3
5.40'
542.50'
0'34'14"
2.70'
5.40'
S 20'51'08" W
C4
22.95'
31.50'
41'44'19"
12,01'
22.44'
S 87'00'14" W
C5
22.95'
31.50'
41'44'19"
12.01'
22.44'
S 51'15'26' E
C6
161.30'
542.50'
17'02'10"
81.25'
160.71'
S 06'39'42" W
C7
170.38'
500.00'
19'31'28"
86.03'
169.56'
S 11'37'07" E
C8
158.24'
460,00'
19'42'36"
79.91'
157.46'
S 11'31'33" E
B OR JAI E EASEMENT \
DB 2041 PG 676
DB 948 PC 17
TMP
56K-A2
4.700 AC
S•� / TMP 56K1-F \
N F GLENBROOK' LLC /
O- F
DB 5442 PC 388
L4 S83'41'25' E \ /
IF IF 107.01, IF
N: 24399.60�
E:14646.65
0
N
Lnr/
CL5
6
M
VARIABLE WIDTH
PUBLIC GREENWAY
EASEMENT
DB 5395 PG 420
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
DB 5395 PG 420
20' ACSA SANITARY
SEWER EASEMENT
DB 5355 PG 737
...... .
9 �6SSS� i
e � �w
TMP 56-48 N:23810.18 PRESERVED
e i NIP HEVENER, E:14276.00 F STEEP SLOPE
i RICHARD LLOYD II N67 p), ,�� (PER SITE PLAN)'
DB 660 PC 210 ,
TMP 56H-C 1p) 56N y'I N86'43'58"W , /
N/F COUNTY OF g2, 199.68
ALBEMARLE VIRGINIA
DB 4081 PC 81
\ 9A
Cu
L9
Ua
FBI �
0
y :EoQ
W N °'
2� m
>o 0
-1
J
�O
�b J 0
0,
'^ N
0QN
W� cc�Qo
O y < Cy
Vz U�JL?
`JZ i JJ0)
y 20 w t
o� WzFCf)
d y� wQOX
� ? cn � <
T+ Qz cc - O
y N WW rnm co
0)
W <z co
W � �
Z = z
m
2 n
®/ W
`w
,I,TH
0BRIAN D JAMISON
No. 3334
08-19--2021
z
Lm
T L.L..
V
V1
(n
Lo -I
Z
I- .J
2 Q
g�
Qomz
0
Q0
wQ
Qm0'
LL
E-
F-TQ
W CO F
❑V
< CLS
a
�
�0
Jcc-
(0LLv
LOOU
m
z_z
L11
�oT
z
ILL
CC
E-
0- J
as
w
�2
W
a=
DATE:
12-07-2020
REV:
01-22-2021
REV:
04-30-2021
REV:
07-20-2021
REV:
08-19-2021
SCALE:
1 "=60'
JOB:
6234
FILE:
TMPROJ
V2
SHEET: OF10
I
60 0
SCALE: 1 "=60
Z
co
TMP 56-57B3
LO
N/F STANLEY v
LEGEND
IF IRON PIN FOUND
TMP 56-57B1
N/F GLENBROOK LLC
DB 5039 PC 75
60 120 180
MARTIN I W
COMPANIES LLC Q" A
DB 5358 PC 506
............ \� ::::::: VARIABLE WIDTH SWM,
TMP 56A2-01--72A \ FOREST AND OPEN
N/F CLAUDIUS , `�`�1 SPACE EASEMENT
CROZET PARK INC `L DB 5075 PG 664
DB 1536 PG 408 �, �11 ��
N
EASEMENT LINE TABLE
Line
Direction
Length
FE1
S 79'56'28" E
34.85'
FE2
N 71'18'04" E
7.55'
FE3
N 49'05'29" E
9.14'
FE4
N 20'16'53" E
23.77'
FE5
N 85'38'34" E
70.81'
FE6
S 81'53'03" E
15.84'
FE7
S 24'03'04" E
50.44'
FE8
S 29'29'46" E
49.81'
FE9
S 31'11'29" E
57.48'
FE10
S 41'01'19" E
2.75'
FE11
S 41'01'19" E
9.13'
FE12
S 23'31'56" E
97.36'
FE13
S 37'02'43" E
20.83'
FE14
S 25'37'37" E
23.20'
FE15
S 33'20'02" E
79.13'
FE16
S 47'38'48" E
69.57'
FE17
S 51'40'30" E
1.89'
FE18
S 51'40'30" E
81.12'
FE19
S 72'34 07' E
42.17,
FE20
S 68'21'31" E
116.51'
FE21
S 59'05'02" E
160.22'
FE22
S 79"5'17" E
42.47'
FE23
S 72'24'22" E
64.50'
FE24
S 79'54'16" E
30.94'
FE25
S 79'54'16" E
11.17'
FE26
S 7616'00" E
58.17'
FE27
N 81'44'59" E
58.63'
FE28
N 01*19'39" E
4.00'
FE29
N 23'35'34" E
48.90'
15' WIDE PORTION OF THE
VARIABLE WIDTH SWM, FOREST 6S r
AND OPEN SPACE EASEMENT
/ HEREBY VACATED
/ -CALLS TO CENTERLINE- 9?.
EASEMENT CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
FC1
12.54'
24.45'
29'22'37"
6.41'
12.40'
N 46'36'27" E
S d� y� s�fr
00
S46'1713W�no
20.52'� o�
LL_j
HEATHFIELD
54 ' PUBLIC R/yy E
DB
��pp o p 5075 PG 664 \
co �103
Imo\
N: 24454.14 A=126 584
E:14173.44 00' ,2 7'13" E 128. 28'
TMP
56-57B2
8.172 AC
TMP
56K-A2
� 4.700 AC
N: 24151.43_-,) IF
VARIABLE WIDTH
/---GREENWAY EASEMENT
D6 5075 PG 664
-HEREBY SUPERSEDED (SEE NOTE 22)
E:14400.19 .....
10' WIDE PORTION OF THE
VARIABLE WIDTH SWM, FOREST
AND OPEN SPACE EASEMENT
HEREBY VACATED
-CALLS TO CENTERLINE -
y
TMP 56K1-F \
RO mod,,, / Nf , F GLENBROOK LLC /
o, F
DB 5442 PG 388
L4 S83'4125' E �
IF IF 107.01' IF
N:24399.60�
E:14646.65
mot'
0
d/ N
L0
U)
N
VARIABLE WIDTH
PUBLIC GREENWAY
EASEMENT
DB 5395 PG 420
TMP 56 52
N/F FRAZIER, GEORGE �
B OR JANE E S79 5416E
23.35 TIE CALL
DB 948 PG 17 S
C�
Fe22... TO EDGE :::
TMP 56-48 N: 23810.18� F
/ N/F HEVENER, E:14276.00 N
/ RICHARD LLOYD II ...
�,.....
DB 660 PC 210 A ��p0 .'
TMP 56H-C r ........ 5 62 /...............� ....../
N/F COUNTY OF Oj�2,. �-� N86, 43 58"W 199.6,
/ ALBEMARLE VIRGINIA
DB 4081 PG 81
TO EDGE OF \
344E EXISTING
(TIE) .// EASEMENT
L10 L9
F
U a
., o
O
y 0 _
W N m
rn
U te'ra wJ O o :03
h J cc
Oa~!(�N
air W w Ll
TAfa N
O N Q
Qa)*N
U on J u)
QJ0)
W y id (wj) wCT
21, wcl
ra, Wao
� 2 ' )
MTI , CC it N � O
°t rn F`
� QQ rn
W 02 co
W } It
u.i
(� a O
W 0-
LTH ply,
Rey
BRIAN D JAMISON 0;'
No. 3334
08-19-2021
Q
z
T Cc
r
Y
U) Lf) J
Cc
J T Q 0 m
z0 �QQ
� U_ T-
V U
> Q w (o
(D 111 O n ()
c) LL Co
Q m 0- w
z_z �o�
W
LL I � Q
J
Q Q
Z 1.L1
< H V3
DATE:
12-07-2020
REV:
01-22-2021
REV:
04-30-2021
REV:
07-20-2021
REV:
08-19-2021
SCALE.•
1 =60
JOB:
6234
FILE:
TMPROJ
SHEET: OF10
r
NOTES
SEE SHEET V5 FOR DETAIL A, DETAIL B AND
DETAIL C.
TMP 56-57B1
N/F GLENBROOK LLC
DB 5039 PC 75
60 0 60 120 180
\ SCALE: 1"=60'
TMP 56-57B3 I
N/F STANLEY
MARTIN I
COMPANIES LLC
DB 5358 PG 506
TMP 56A2-01--72A I
N/F CLAUDIUS
CROZET PARK INC I
DB 1536 PG 408
TMP 56-55
N/F COUNTY OF
ALBEMARLE C/0
FINANCE
DB 2397 PC 431
L
\\
TMP 56-52
N/F FRAZIER, GEORGE
B OR JANE E
DB 948 PC 17
DETAIL A
NEW BOUND IRY
LINES -
-SEE SHEET 4-
(TYPICAL)
PARCEL A
- 278 SF
TMP 56K1-155
N/F CLENBROOK, LLC
DB 5500 PG 365
5,903 SF (OC) —
[0.135 AC (OG)]
+ 278 SF (PCL A)
6,181 SF
0.142 AC
ORIGINAL
TMP 56-57B2
+ 355,988 SF
8.172 AC
\ \ _� �\'l
I I /
I I I \
HE'ATHFlpl-, n
I �� O PUB,le RR/1Y E / ��
_77
75 PC 664
o
COMBINED AREA
— 278 SF (PCL A)
+ 14 SF (PCL B)
+7SF(PCL C)
+ 355,988 (TMP 56-57B2)
+ 204,715 (TMP 56K—A2)
560,446 SF
12.866 AC
TMP 56-48
N/F HEVENER,
RICHARD GLOYD II
DB 660 PG 210
I
TMP 56H-C
N/F COUNTY OF
ALBEMARLE VIRGINIA
DB 4081 PG 81
DETAIL B
PARCEL B-
+ 14 SF
ORIGINAL
TMP 56K-A2
+ 204,715 SF
4.700 AC
TMP 56K1-F \
N/F GLENBROOK, LLC
DB 5442 PG 388
45,269 SF (OG) /
[1.039 AC (OC)]
- 14 SF (PCL B)
- 7 SF (PCL C)
45,248 SF1.09 AC
DETAIL C
PARCEL C
+ 7 SF
o��
A
N OU
o =
W N �
Q� m
er 2 ' T o
U w�
� ao -� 0 O
O � �� US
N
"V Ott cNv
0 V'K U�JL?
"4Z J J 0)
wQ>N
W c� zo U)�W�
wzF_�
_0c)
uZ"'o�c=`;-
.. O� z Lo
rt N O
y WW �Co o
y 0) d
_I
co
0- z
O
W a.
LTx OF
�I-,
UBRIAN D JAMISON :0-
No. 3334
08-19-2021
Q
z
LO
T
Y
(n LO J
F—_I N2<
f— W
Y0m H
z0 L�Q co
0W m� IL
O
>~W~Y�
c0 w
Qmn S �:l
mco 00��o �
LL
Qm n z
Z_z Orr �D
W (z)LL. J � Q PQ
CL .J
Q Q
zw
CQ 10)
Lo
DATE:
12-07-2020
REV:
01-22-2021
REV:
04-30-2021
REV:
07-20-2021
REV:
08-19-2021
SCALE:
1 "=60'
JOB:
6234
FILE:
TMPROJ
SHEET: V40F 10
U
N m
q W Q�2 Q
1 0
W W U O� Jo 0
b 2LL, i Ca o �C1 W � N j
01 ¢tv �:Ili
0 Cc
N
a 2 -i
crZ)><0
DETAIL B : J NO
J i J
1% 2 Q(a cojrn
sAG p�% ^ O� W
0'Q� J o��� f� Q y �W = 0 . .
u �� L
DETAIL A �� s��� L� �? 0 ° i
z5Uo
<�5 � sip M�1 y 4 W rn� Coll
TMP 56K1-F y, `� _i rn
N/F GLENBROOK, LLC Q Q 4
F ` 91j �O DB 5442 PG 388) w
W
�� 45 269 SF OG W %
COMBINED AREA S F� ( Z
- 278 SF (PCL A) �Op� GPI �1.039 AC (OG)] 0
+ 14 SF (PCL B) PARCEL1F � � ���� JP h� _ 17 SF F (PCL
B) W
+ 7 SF (PCL C) C ��``� G 45,248 SF ) O
+ 355,988 (TMP 56-57B2) 1.039 AC
+ 204,715 (TMP 56K-A2)
560,446 SF " S8¢ 2713 E 47.39'
12.$66 AC S84°2713 E 2.00
(HEREBY VACATED) LTH OF
COMBINED AREA o� P,
- 278 SF (PCL A)
+ 14 SF (PCL B)
41
+ 7 SF (PCL C) v BRIAN D JAMISON 9
PARCEL A G�� ��PGP + 355,988 (TMP 56-57B2) No. 3334
+ 204,715 (TMP 56K-A2) 08-19-2021
- 278 SF <1 560,446 SF l
,� �� 12.866 AC `9 SUnv�'�
Chi
r� �A\ TMP 56K1-155 -- -
y50� N/F GLENBROOK, LLC
DB 5500 PC 365
NI5,903 SF (00) z
[0.135 AC (OG)] 0
LO 0' 6' + 278 SF (PCL A)
6,181 SF Y >
C 0.142 AC
9
� � J
COMBINED AREA DETAIL C F- -I N <
- 278 SF (PCL A) = Q H W
+ 14 SF (PCL B) 0- I- Y Z m
+7SF(PCL C) z0 (0QQ
+ 355,988 (TMP 56-57B2) Q u-
LL 0 �
+ 204,715 (TMP 56K-A2) �
560,446 SF PARCEL C � f-- W _ Y �+
12.866AC +7SF C �QQm`Oz Q
In 0 T- 0
S05'32'47"W 0.26' vim',
(HEREBY VACATED) (1) 0 (O LL U
LO
N72'07'36"W �� m -
Q :E Z
3.00' z E-- 0 f--
C4 '� LL W I- U_7
-j 0= C)
d N78°59'28"E J
0 4.14' Q Q
,.0' (HEREBY C) 2
BOUNDARY CURVE TABLE
VACATED) Z W
Q�
20 0 20 40 60 REV: 01-22-2021
Curve Length Radius Delta Tangent Chord Chord Bearing
C4 22.95' 31.50' 41'44'19" 12.01' 22.44' S 87'00'14" W
C9 274.82' 527.00' 29'52'42" 140.61' 271.71' S 69'30'52" E
DATE:
DATE:
12-07-2020
/ 61p
NOTES ��• �� �f 1 / \
LOTS 166-173 ARE AFFORDABLE DWELLING TMP 56-5781 / / p'p�
UNITS. SEE NOTE 21 ON SHEET V1. s� t
N/F GLENBROOK LLC
\ SEE NOTE 10 SHEET V1 FOR SETBACKS. DB 5039 PG 75 hti' / / \ \°9F 90
\ SEE SHEET V10 FOR BOUNDARY CALL TABLES. �� / ^ \ �09\ p�o� o \ \ \'o�,��
> i
19 lb.
60 0 60 120 180 `l </
\ SCALE: 1 "=60' o h 's ��
HEATHFIELD
'
LANE
54/
j'UBL.[C
4# mob o DB 5075 PC 664
.ob-�� c, / � °6' �° �0 �6 �,�`� ho ���y� 4�'
CID
3.843
TMP 56-57B3 t� �o� y ��• ��Q / ��� 9�` 0 y v / �, S C9 ti I cs o C, Cs s
I o 10 v > W ��9 '� a �, `" `� � 1 b / Q �y yy 4 / TMP 56K1-F /
NIF STANLEY v q � � � 0 ems•
ti / N F FOOTHILL CROSSING
si \ h / \ c ��' D \ o o q,5 W h \ q �� �� o� 'oo�s4 \ /- /
MARTIN I W� tis �o ��AU �� / o y > ^ �> 5 ADU / o 0 00 / l 124 q q q 5 <`' �C COMMUNITY ASSOCIATION
COMPANIES LLC q s J o: �, 6 �, �J q y v o ° ! .`�' 0. 1'
DB 5358 PG 506 s`��� yob `�� / h�' 9`\�9 S1j9• J � //.�ti o / oN C, A 48.94 A=49.43 S8427'13"E 12 .28' T �o o A=25.72 DB 5075 PG 664
'� / 6 -ADU- ^ v l �i () cv S84'27'13"
0, J \ / ry i o ^a / v 1 N_ - N 83,87' o��� G�CIV`ti 47.39'(T) S83'41'25"E
9� 3 rn `' - - o~' o~' oP 33.10 7 1 T
�� o- / `bob C y /�. L / �' v °v r / rn ra - - ^ �• , 14.29 37.71 --- )
ti 9 -ADU- o / c, -7 a ^�
o- �' `L^� 'S ^ `� I rn 7 �' `� A=25.53 69.30'
TMP 56A2-01--72A I 1°` �J sss, bo 10 / o� ?Oq° \6�03' ry ' / v o i N I .°i c ' -
0 0 \.> -ADU / o I ^ c, /
N/F CLAUDIUS �qo J a o-
CROZET PARK INCCD
q,56�1 J -ADU-_
DB 1536 PC 408 ` 1 f 7 v, I o 131 ti I 3I o /
o Sri 6• '� `i � oo 'y �`�'
9 0 / h R A, I a o
o>°. ��, ti ��` h Bp c18 s8 ADU- o / / I 13
o �� , S ° % �q, %�� (T) 30' v o c� o
GREENWAY "' �2(J !y �°` ° / / �`�' o� G ry` / �6 y�\ 51 pU� `Q 1% j� j� A "55.80'- J L -ADU- i v� --ADU--/ � y / I I a o
DEDICATION \ 9y� %`4 Q �N �, LIB' �' A=43.84'1 co
o I
-HEREBY `Pv' s 2 6 \ \ / /%\�� y°���� ! . h / / 0� z0¢ /� h'/jY A=28.43 �0 �o j� o - - - --I v>_ _ voi A=9.61' Cl
R• s C19 Gti �' -65.03 - J 1
DEDICATED TO �, sr sr S ;� o � >g 136.97' ti
THE-�' s- s• 9C 9 L A=8.33'
? �/ ti,`� ,�`o L � G S8427'13"E -A_
-COUNTY OF ��F56� `? h`O N70 l l A= 102.00' T '63.30'-
RICHT-OF-WAY ( )
ALBEMARLE- �,� 4316"w ,( rn �s� T 4�86 C38(T) 16.75' 2.437 AC A=15.03' C25(T) v
/ (SEE 663T AC 5� 8' hry / 0, ��, �03 N; l � oT 1,9 I 3 ,, '' A=87.63 �'� N84'27'13" ^99. h 26 T
/„� c� .25 AC -ao, -' CEO w 124.93'(T) A=18.45'
/ lg w 839, 3, / 5 rn, /578. I ;n ^ o I I - 39.38' C29 18
14245, �'LGv _ 0225" 107, vc �o LOT 194 / ^ f 52.46' r33.09'-- (T) os
? (T) P 84' l 0.122 AC ti / a� -�
- - - rA= A=14.3T
N d- T � �' „ � -' - ,z / w co o �i � N 4 6.6 P
1gy , LOT 202 S09-09-41"W 48.74' L - - "� "� %� � o, v "? --- -i ,� -
TMP 56-55 in ca � 0.161 AC / �� 9� \ - � Q " c' / CO I T � I o q'r I r; C28
N F COUNTY OF ?� o "� / d r, \ LOT 1g6 I ;N84'12'Ol"W A 111 3 o
/ O z L-- ii 012 I 101.39 0.58'
I J S _AC N08.59'04"E 33.84' 1 ' I o^ 3 ^
ALBEMARLE C/0 �� ' s� N82'49' - CIRALDA COURT 78 z2 20 3 3 5 I J M I N o I
FINANCE w 105.95' ^ "E 91.�2' ` N �" 3 - ,n-
DB 2397 PG 431 2 \ v 54' PUBLIC R/W M r 1 LOT 193 I N Iao S89'04'04"E o -
Mi o -0.123 AC `- `cv `. M -_I `n ti
r', \ LOT 201 , � �� l - - L J l rn 59.16'(T) 52.4T v� 2.54 con- I
\ 0.164 AC \ `'a Q / LOT 197) N85'21'11"W o �n o 55.20' 33.43' S 69 o,c 93.5Q z v, N 3.96 S83'32'49" I
\ \ & f 0.137 AC ar _� E 51.9j,
/ 2.72' 0 85.90'(T) S78'
mo w'' \ �� 9°A C42 �`01 i S61S• / �� LOT 192 I 1� ^ c� - - . \ ,s 07 SO
,cpz� o, z / 0.118 AC <r I ^ o I c, ^ .?�o, 7p• 20'(T)
ad <c o1
11
rA=
�------1-� o �w I o � / 59,E>y �o
�6 F 20'
o N87.12'01 "W 102.24 n' o / W
LOT 200 / rn �- LOT 198 I o `� \ E3
/ � s� 0.148 AC \ �0.183 AC `�' ' �' v v o ^�' / 1 0 ^ 0.
6, �• / ,3 / I u o LOT 183 ,n � tZ
/ \°'o, s'`sow��• ` LOT 199 \ l c" / LOT 191 --z ��' / 0.184AC I " I
0.160 AC h R'L / 0.166 AC I � w ' I a
, JP,29.40' q=35 i _ �N Lc)
cs. C33 86, q \ N82'5'05 5"E - W W
/ SS)S>S�?�� � 2.57' �25�0�� 10.09 z 5163�'25� 130.20�s�o �� _- 69.83 � W
/ �25, S89'11'55""W 104.43' S1 LOT 190 �'�\ o DUNWOOD DRIVE N63'36'44"E 22.25'
0.166 AC 54' PUBLIC /�LOT 184� v I
GSS� 53 52, eS7 2cil
Q 56' OPEN SPACE spy ��\ \ �S� j�yPl�61 y� ,1v, 1 0.120 AC o
As 520"f B �LA
� ���\ 5 i ���' �' ��,� w S82'59'51"E N21
,p -RECREATION d� 'y s `�'
19?' S AREA- �� J y��6! >� o� `'rr� �1 ,^� T_ - - - 99.51'
6�7848, 0.989 AC ��• 561 LOT 189
F
TMP 56-52 13538• 2 s,\ \ 0.132 AC 1°�`�g\ \?gq\ ` 0.O98185 1 '
AC
N/F FRAZIER, GEORGE moo• >• \ r� \>>•� � p,�h' s C 20
B OR JANE E >� ��'• `' ootio/ y A= 1 I \ `�
DB 948 PG 17 � moo, s?, S59 / ti 65' - �40_r ��,/
a\ �� /y \ LOT 188 moo• o
cb
y 159 ACo /
t3'�c3`dS87'50'44"E �sr,s,\� \ //,� LOT 187 i m� 0.�851 AC \\,��6i• // ,off
r, J �� 0.142 AC \ �/ v
50.52' a �� • ` I OPEN
to
P cnSPACE r•
o0
46130j y1, N76 09 L17 � w --' / h A
0,
r B3 3, �?2 61' 43 3"w 14.92 50.34' .----
L16 �1 2 95' 4 51 "E 0.282 AC
S77 43 57"2.^ � 1
69Sl,w N11'� S86 59 20 E 138.79' �ti� S782158"E 1�p,� E l24 co
N
/ N88'18'00"W ~
TMP 56-48 65.26'(T) v
/ N/F HEVENER, N,
/ RICHARD LLOYD II
DB 660 PG 210 / - TMP 56H C
\ N/F COUNTY OF
A2• N86'43'58"W 199,68' =; L10 L9
\ / / ALBEMARLE VIRGINIA
DB 4081 PG 81
Ua
4
o OU
N
L
m
T Q
U
2�
O �q
wO
�m O
pC
Ix
~ �
Lu
N
0
WW
<
�LLi�
_a
N
CC 04
-4
IZ
O%
Cc_?ON
¢
V�
N
= cn
UY J�
w
Z
ZO
, _j
U) 3:w�t
O�
wz0t
V
Lu2
U)cc_`
..
T+
O �
CCCC
z o
N 0
rn o
W
Uz cy)
u
ItZ = w
O
W
D_
TH op
�
UBRIAN D JAMISON
No. 3334
�Q
08-19--2021
SU;�
z
UJ
LO
LL
T
LO J
I- .I
Q
g�
< 0 w
°-0
10
�z J
000
LL w
'--O
o
<
W
>
Q�
Qmn.�
Q
CD
�
= 1- O
� LO
I ()
�
LL
cn
QmLO
CLz
�O(D
LLw
(�
O
J
2 C)
zw
Q =>
DATE:
12-07-2020
REV:
01-22-2021
REV:
04-30-2021
REV:
07-20-2021
REV:
08-19-2021
SCALE:
1 "=60'
JOB:
6234
FILE:
TMPROJ
SHEET: OF10
NOTES
**ALL ACSA AND LATERAL EASEMENTS ARE TO
BE CENTERED ON AS -BUILT LOCATIONS, SEE
NOTE 22.
\ REFERENCE BEARING AND DISTANCE
\ INFORMATION ON SHEE\V6. \
60 0 \ \ 60
\ SCALE: 1 "=60' \
TMP 56-57B3 \
N/F STANLEY I v \\ \
MARTIN I W \
COMPANIES LLC A \\
DB 5358 PC 506
I \
TMP 56A2-01--72A I \ \
N/F CLAUDIUS \
CROZET PARK INC I
\ DB 1536
PC 408 \
120
TMP 56-57B 1
N/F CLENBROOK LLC
DB 5039 PG 75 C oT' ��'� 5 ��
NEW VARABLE
WIDTH ACSA
SANITARY SEWER
EASEMENT**
NEW VARABLE HEAT \
180 \�o,9, �oT i WIDTH ACSA 54, HFIELD LANE /
NEW 10' PRIVATE
SANITARY SEWER
LATERAL EASEMENT**
CREENWAY
DEDICATION
� At SANITARY SEWER �,� PUBLIC'R/
EASEMENT** �; boo °`� h BB 5075 PC 664
4, g� �� ojo
TMP 56K1-F /
NEW VARIABLE WIDTH ��' �' w ti \ �� �o° / N/F FOOTHILL CROSSING
�p0 SIGHT DISTANCE ss o `a q `� COMMUNITY ASSOCIATION \
EASEMENT r�A2 , y
� DB 5075 PG 664
0 F
0
\' S2 59,
� 5� AUgI C
p 0¢ R/fy NEW VARABLE
\ WIDTH ACSA
\ \ SANITARY SEWER NEW VARABLE
EASEMENT** WIDTH ACSA
LOT 195
\ NEW 10' PRIVATE
SANITARY SEWER LOT 194
LATERAL EASEMENT** I
SANITARY SEWER
EASEMENT**
TMP 56-55 �'—� L0� ,20 o
N/F COUNTY OF \ 1 LOT 196 CO
ALBEMARLE C/0 Ftl
FINANCE GIRALDA COURT o c
DB 2397 PG 431 \ \ \ 54' PUBLIC R/W LOT 193 o
\ \ I
\ LOT 201 LOT 197 I
\ \ NEW 10' PRIVATE LOT 192
\ \ \ SANITARY SEWER
\ \ \ LATERAL EASEMENT** NEW 20' ACSA I
\ \ LOT 200 0 SANITARY SEWER I,
N EASEMENT** I y
\ \ \ LOT 199 LOT 198 LOT 191 I I Vol 1a
j
I ,ri
o ;�
— 19
DUNWOOD DRIVE
OPEN
54' PUBLIC R/W
\
\ SPACE B 9 I I
\ � -RECREATION AREA- � 1a
TMP 56-52 �
NIP FRAZIER, GEORGE 185
B OR JANE E Vol
DB 948 PC 17 20' ACSA UTILITY NEW 20' ACSA 1g$
EASEMENT SANITARY SEWER
DB 2041 PG 676 ` ! '� EASEMENT**
Vol L�
OPEN
^/ SPACE A
/ \ 20' ACSA SANITARY
\ / � SEWER EASEMENT L TMP 56-48 DB 5355 PG 737 9 O
/ N/F HEVENER,—
/ RICHARD LLOYD II -
/ DB 660 PC 210 — — —
TMP 56H-C --
\ N/F COUNTY OF
\ / / ALBEMARLE VIRGINIA
DB 4081 PG 81
-� a
o OU
(yn. 0 T
N
W Q SO m
Z 'T o
_j o 0
0
0
IX
�QN
N i
cc ¢C1>N
<48 'rn
W 2a U'wd
co: w < 0 ..
�? ��QLL
10 z
1-+�I cc ccN o
�% 0-)
M '0'y� 'K 0)
QQ
W U2 cy)
W � �
� w
(� a z0
W a-
0
(
l-K �F
���
ey
N D JAMISON a
No. 3334
08-19-2021
z
EE--+
LO z
T LL_ r,
� \ W
T
(n LO J W
f--J �CE Q w
a0
z 0 c) I
��Ill a_LL ,' O
Q m0-� z
Ill:D LO F- 0
U)0 (6, r=4
Q m � O
cr
�J Cc—
O -� vn
2
Q� Z
DATE:
12-07-2020
REV:
_
01-22-2021
REV:
04-30-2021
REV:
07-20-2021
REV:
08-19-2021
SCALE:
1 "=60'
JOB:
6234
FILE:
TMPROJ
SHEET: OF 10
NOTES
I
***DRAINAGE EASEMENTS CALLS ARE TO
CENTERLINE.
TMP 56-57B1
REFERENCE BEARING AND DISTANCE N/F GLENBROOK LLC
\ INFORMATION ON SHEET V6. DB 5039 PG 75
\ HDPU = HEREBY DEDICATED TO PUBLIC USE 10' PRIVATE DRAINAGE
\ EASEMENT***
60 0 60 120 180
\ SCALE: 1"=60'
TMP 56-57B3 I o ti0�
N/F STANLEY V ko
MARTIN I
COMPANIES LLC
DB 5358 PG 506
ti
TMP 56A2-01--72A
N/F CLAUDIUS\<
CROZET PARK INC I
\ DB 1536
PG 408 I
GREENWAY
DEDICATION
TMP 56-55
N/F COUNTY OF
ALBEMARLE C/0
FINANCE
DB 2397 PG 431
EASEMENT LINE TABLE
Line
Direction
Length
DE1
N 28'31'07" E
16.24'
DE2
N 49'19'58" E
143.34'
DE3
S 83'33'24" E
24.11'
DE4
S 26'47'46" W
12.33'
DE5
N 57'30'49" E
9.20'
DE6
N 1819'55" E
69.94'
DE7
S 69'48'12"" E
104.59'
DE8
S 79'56'24" E
101.16,
DE9
S 30'50'23" E
32.32'
DE10
N 1010'15" E
83.97'
DE11
N 72'42'14" W
81.86'
DE12
S 84'12'59" E
121.83'
DE13
S 84'12'59" E
57.73'
DE14
S 07'49'59" E
84.31'
DE15
S 07'49'59" E
118.36'
DE16
S 54'39'37" E
55.33'
DE17
S 87'20'27" E
2.40'
DE18
S 16'27'33" E
71.25'
DE19
S 65'43'12" E
50.84'
DE20
S 66'25'10" W
3.36'
DE21
N 83'42'09" W
117.15'
DE22
S 2548'13" W
55.00'
21�p4�0�4
/ • ' to � I I I / \
/. STOR DRAIN
Co EASEM NT \ /
DB 5075 PG 664 _ \
HEATHFIELD /
LANE
54' PUBLIC
o°� � DB 5075 PG 664
JQ� oj
DE3 4� �y y� / ``'v/ `� o
CID (0
CID
CID
a1 Ic�� �coao N��° 5 \
/VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
(HDPU)
TMP 56-52
N/F FRAZIER, GEORGE
BORJANEE
DB 948 PG 17
Lor `?q2
LOT 201
o `" I b � �'v TMP 56K1-F /
N/F FOOTHILL CROSSINC
COMMUNITY ASSOCIATION
E8 DB 5075 PG 664
O \
S67'02 01 "E
17.49 (TIE) Dell ` \
ljC IN,l,�'
80 81,
VARIABLE WIDTH
PUBLIC DRAINAGE
Lot �oQ 5.76' (TIE)
BE)
(HDPU)
LoT �03
�a
�1
o'
LOT 200
GIRALDA COURT
54' PUBLIC R/W
LOT 199
10' PRIVATE DRAINAGE
EASEMENT***
LOT 195
LOT 196
S73•`;-
8)
LOT 197
LOT 198
OPEN
SPACE B
-RECREATION AREA-
TMP 56-48
N/F HEVENER;
RICHARD LLOYD II
DB 660 PC 210
LOT 194
1,4 -.
VARIABLE WIDTH 11.3fi' (nE
PUBLIC DRAINAGE ) 54•31'
EASEMENT 10' PRIVATE DRAINAGE
(HDPU) EASEMENT*** 3
40.5' PUBLIC DRAINAGE 9.09' (77Q
EASEMENT***
(HDPU) o
LOT 193 o
LO
LO
Ld
LOT 192 10' PRIVATE DRAINAGE
EASEMENT***
LOT 191
TMP 56H-C
N/F COUNTY OF
ALBEMARLE VIRGINIA
DB 4081 PC 81
10' PRIVATE DRAINAGE
EASEMENT***
DUNWOOD DRIVE ugh
54' PUBLIC R/W "'
VARIABLE WIDTH
�a9 PUBLIC DRAINAGE �-
L�� EASEMENT***
(HDPU) �$5
VARIABLE WIDTH
PUBLIC DRAINAGE
EASEMENT
(HDPU)
1
� I
a
a �
r~
�� 1
� 1
18$ o
y�Z 1 L�Z
OPEN
SPACE A
Ua
.. O
N0 U
y o _
W N� m<
m
o �
J 0
W
f-N
� Wmo
�W ru.a0
0 ?NN
� Q i
OQ W Q C=1 > N
v� v�Uj
UjL'
-+ 2 ' < c')
w 2� � 3: W't
O W ul
% CrQ0X
V W� cn(3)fr
cc or N � o
y 4W rnM o
rn r`
y'
QQ 4
W2 co
E5
W � �
>- w
0 0
W °
Fil
���LTH OF �
UBRIAN D JAMISON t
No. 3334
08-19-2021
�4 S�;�
_Q
z
�
T_
.
Y
W
LO J
f--_I
_I =
N�
¢ ~ W
M
al—
Y0M
z
00
H
Lu-<
m 0-
w
~
W }
I-
W
Qv
Lo
¢aoo_:
W
�O°'�F-o
m
tL
Q
z
OL
0
Q
LL W-1
EE
EL J
¢ Q
C) _
z w
¢_
DATE:
12-07-2020
REV:
01-22-2021
REV:
04-30-2021
REV:
07-20-2021
REV:
08-19-2021
SCALE:
1 "=60'
JOB:
6234
FILE:
TMPROJ
SHEET: V8___0F10
F,
NOTES
****ACCESS EASEMENT CALLS ARE TO
CENTERLINE.
TMP 56-57B1
REFERENCE BEARING AND DISTANCE N/F GLENBROOK LLC
\ INFORMATION ON SHEET V6. DB 5039 PC 75
\ HDPU = HEREBY DEDICATED TO PUBLIC USE
60 0 60 120 180
\ SCALE: 1 "=60'
TMP 56-57B32 '0
N/F STANLEY I v
MARTIN I W
COMPANIES LLC
DB 5358 PC 506 !,, TRAIL
......
STORDRAIN
EASEM NT
DB 5075 PG 664
HEATHFIE'LD /
54 PUBLIC y E
DB 5075 PG 664Cb
13
\ � ��10
EASEMENT LINE TABLE
Line Direction Length
ANU 15 mut ruK uuN AS ,,- 54" PUBLIC R W
DESCRIBED ON SHEET V3 \1✓'~"� ; ::: : AC7
OPEN
.................. SPACE B 189
PROPOSED ::::::::::::.... ::,_, :...........:... -RECREATION AREA- LO
TMP 56-52
AE1
S 08'25 01' W
18.36'
EASEMENT CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
AC1
29.47'
122.50'
13'47'00"
14.81'
29.40'
S 15'18'31" W
AC2
60.72'
113.39'
30'40'57"
31.11'
60.00'
S 06'51'32" W
AC3
59,86'
106.68'
32'09'06"
30.74'
59.08'
S 07'35'37" W
AN
47.91'
202.50'
13'33'24"
24.07'
47.80'
S 16'53'28" W
AC5
57.02'
51.53'
63'24'25"
31.83'
54,16'
S 41'48'59" W
AC6
51.47'
203.75'
14'28'24"
25.87'
51.33'
S 66'17'00" W
AC7
66.98'
52.65'
72'53'13"
38.88'
62.55'
N 84'30'35" W
AC8
46.67'
54.28'
49*15'45"
24.89'
45.24'
N 72'41'51" W
AC9
40.81'
42,50'
55'00'53"
22,13'
39,26'
N 69'49'18" W
AC10
32.60'
24.45'
76'23'23"
19,24'
30.24'
N 80'30'33" W
TRAIL..,,,,;.: J .....................
N/F FRAZIER, GEORCE
B OR JANE E V.
DB 948 PC 17
........................
.....................................
8
�1
:::::::::::::.� 86
18� pT 1
..........:
/ N/F HEVENER,........... .. . . . ................... ........... ........
RICHARD LL OYD 11
DB 660 PG 210
TMP 56H-C
.....
N/F COUNTY OF
ALBEMARLE VIRCINIA
DB 4081 PG 81
5
/ TMP 56K1-F \ /
/ N/F FOOTHILL CROSSING
COMMUNITY ASSOCIATION
DB 5075 PG 664
11
I
o
I
%1
Ua
q
o U
y rn =
W N �
¢2 m
o
wo
U W,
0
o Q CCW �wrn N
O
r^ �
Q c� ,
``4 O Q C)) > N
v
v� �WL'
JZ ' J -1
w<>CY)
W C �w
� OW wzI t
0 0
wwQo ..
WO c~i)ir Umu.
❑W= i
W O C• z U 0
F+y , LQ
'W CC N �
y WW rn� co"
W Q a °'
W
W }
w
(� m z0
0
W
yTH OP
v BRIAN D JAMISON
No. 3334
08-19-2021
SUW,
z C(D
LW
c�
T _�
E-
^ zVF-�.
Q Cf)
aim �
z0 Q¢ w
OLLm�LL a
(n C'Lo Z P4
Qma-::)
U
I-
E-+
Q m z L) W
LAW ~F-U
J n c/)
CL J W
Q Q
(p =
zw �
Q = V9
DATE:
12-07-2020
REV:
01-22-2021
REV:
04-30-2021
REV:
07-20-2021
REV:
08-19-2021
SCALE:
1 "=60'
JOB:
6234
FILE:
TMPROJ
SHEET: OF10
BOUNDARY LINE TABLE
Line
Direction
Length
L1
S 47'45'01" W
3.86'
L2
N 34'34'12" E
11.01'
L3
S 47'44'12" W
27.00'
L4
S 84'27'13" E
49.39'
L5
N 78'59'28" E
4.14'
L6
N 72'07'36" W
3.00'
L7
S 17'52'24" W
35.00'
L8
S 72'07'36" E
3.00'
L9
N 89'49'00" W
27.01'
L10
N 84'18'18" W
39.37'
L11
S 05'41'42" W
4.16'
L12
N 46'17'13" E
20,52'
L13
S 49'19'58" W
43.27'
L14
S 34'34'12" W
25.45'
L15
S 52'01'19" W
35.87'
L16
N 85'04'51" W
23,68'
L17
N 84'20'17" w
13.36'
L18
S 20'32'50" W
18.12'
L19
N 13'24'06" W
22.05'
L20
S 15'00'26" E
19.40'
L21
N 12'57'34" W
39.73'
L22
S 60'44'30" E
17.99'
L23
N 52'11'39" E
11.7T
L24
S 85'52'15" E
29.53'
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
Ct
265.75'
527.00'
28'53'35"
135.77'
262.95'
S 70'00'26" E
C2
63.65'
277.00'
13'10'00"
31.97'
63.51'
N 41'09'12" E
C3
5.40'
542.50'
O'34'14"
2.70'
5.40'
S 20'51'08" W
C4
22.95'
31.50'
41'44'19"
12.01'
22.44'
S 87'00'14" W
C5
22.95'
31.50'
41'44'19"
12.01'
22.44'
S 51'15'26" E
C6
161.30'
542.50'
17'02'10"
81.25'
160.71'
S 06'39'42" W
C6(T)
161.30'
542.50'
17'02'10"
81.25'
160.71'
S 06'39'42" W
C7
170.38'
500.00'
19'31'28"
86.03'
169.56'
S 11'37'07" E
C8
158.24'
460.00'
19'42'36"
79.91'
157.46'
S 11'31'33" E
C8(T)
158.24'
460.00'
19'42'36"
79.91'
157.46'
S 11'31'33" E
C9
274.82'
527.00'
29'52'42"
140.61'
271.71'
S 69'30'52" E
C10
44.22'
323.26'
7'50'16"
22.14'
44.19'
N 32'21'18" W
C11
16.82'
4973.00'
O'11'38"
8.41'
16.82'
N 36'22'15" W
C12
22.00'
273.00'
4'37'00"
11.00'
21.99'
N 38'46'34" W
C13
19.54'
12.50'
89'34'58"
12.41'
17.61'
N 85'52'33" W
C14(T)
72.05'
445.61'
9'15'50"
36.10'
71,97'
S 50'55'08" W
C15
80.78'
499.61'
9'15'50"
40.48'
80.69'
S 50'55'08" W
C16
40.48'
373.00'
6'13'05"
20,26'
40.46'
S 52'26'30" W
C17
23.57'
12.50'
108'02'41"
17.22'
20.23'
N 04'41'23" W
C18(T)
402,62'
853.00'
27'02'38"
205.13'
398.89'
N 72'14'03" W
C19
9.35'
2527.00'
O'12'43"
4.6$'
9.35'
S 85'39'00" E
C20
15.39'
12.50'
70'33'36"
8.84'
14.44'
N 59'10'33" E
C21
82.34'
442,00'
10'40'27"
41.29'
82.23'
N 29'13'59" E
C22(T)
51.25;
223.00;
13'10'00"
25.74;
51.13i
N 41;09'12; E
C23
44.35
388.00
6 32 58
22.20
44.33
S 3117 43 W
C24
24.54'
12.50'
112'28'27"
18.70'
20.78'
S 28'12'59" E
C25(T)
78.33'
526.98'
8'30'59"
39.24'
78.26'
N 80'11'43" W
C26(T)
17.94'
12.50'
82'13'06"
10.91'
16.44'
S 62'57'13" W
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C27
12.10'
542.50'
1'16'39"
6.05'
12.10'
S 21'12'21" W
C27(T)
12.10'
S42.50'
1'16'39"
6.05'
12.10'
S 21'12'21" W
C28
19.69'
12.50'
90'14'01"
12.55'
17.71'
S 31'27'17" E
C29(T)
65.07'
472.86'
7'S3'03"
32.59'
65.02'
S 80'30'43" E
C30
17.48'
12.50'
80'04'58"
10.51'
16.09'
N 55'29'27" E
C31
46.64'
388.00'
6'S3'12"
23.35'
46.61'
N 12'00'02" E
C32
81.37'
173.00'
26'56'54"
41.45'
80.62'
N 04'55'01" W
C33
21.06'
12.50'
96'31'24"
14.01'
18.65'
N 66'39'11" W
C34(T)
274.61'
60.49'
260'05'29"
71.98'
92.62'
N 15'07'52" E
C35(T)
171.87'
227.00'
43'22'S0"
90.29'
167.79'
S 13'07'S9" E
C36(T)
38.9.5'
442.00'
5'02'56"
19.49'
38.94'
S 11'04'54" W
C37
21.53'
12.50'
98'40'31"
14.55'
18.96'
S 35'43'S4" E
C38(T)
190.70'
907.00'
12'02'49"
95.70'
190.35'
S 79'02'45" E
C39
19.51'
12.50'
89'25'43"
12.38'
17.59'
N 62'15'48" E
C40
15.91'
526.98'
1'43'48"
7.96'
15.91'
N 18'24'50" E
C41
12.49'
12.50'
57'14'30"
6.82'
11.97'
N 09'20'31" W
C42(T)
310.94'
60.50'
294'29'00"
38.93'
65.47'
S 70'43'16" E
C43
12.49'
12.50'
S7'14'30"
6.82'
11.97'
S 47'53'S9" w
C44
16.96'
472.98'
2'03'17"
8.48'
16.96'
S 18'15'06" W
C45
18.61'
12.50'
85'19'10"
11.52'
16.94'
S 25'26'08" E
C46(T)
148.87
907.00'
9'24'16"
74.60'
148.71'
S 63'23'35" E
C47(T)
126.83'
327.00'
22'13'23"
64.22'
126.04'
S 47'34'46" E
C48(T)
17.01'
5027.00'
O'11'38"
8.50'
17.01'
S 36'22'15" E
C49
39.94'
377.27'
6'03'55"
19.99'
39.92'
S 33'14'28" E
C50
31.29'
562,50'
3'11'12"
15.65'
31.28'
S 00'15'47" E
C51(T)
136.04
520.00'
14'59'22"
68.41'
135.65'
S 09'21'04" E
C52
25.71'
223.00'
6'36'24"
12.87'
25.70'
S 44'26'00" W
C53
46.34'
427.00'
6'13'04"
23.19'
43.32'
N 52'26'30"E
a
0
y 0 =
rn
W N °' m �
Q�
2 �T o
U LLF�
,(D
0
O
Ix o� >LN°
® �w �w�
N
O Q ccv
j
��J_�
' J _I 0)
�? W>Q%N
W V) ao (j)>W�
LU
WO c~nUmLL
03." 0w(m)
J cccc N O
y kW rn o
y+ 'K 0)
W ¢Q �
U�
W }
ui
Q n- 0
2 =
0W
/
W
���LTH OF �'
BRIAN D JAMISON �
No. 3334
08-19-2021
r�� svRv��
Q
z
LO
(m.�
T LL
ir
(n LO J
�- J Q
= Q 0 W C�
a� �Zm
z 0 Lo < �
� m 0
T }
~ W ~ Y I-
<C U) N LO z U
m = m CL
U) 0 1 FLO v
Q m D- Cc LO O U �
z_z �0� �
W
LL. J Cc 0
0 J
J
Q Q
0 2
Q
2
DATE:
12-07-2020
REV:
01-22-2021
REV:
04-30-2021
REV:
07-20-2021
REV:
08-19-2021
SCALE:
N/A
JOB:
6234
FILE:
TMPROJ
SHEET:v 10 OF 10