HomeMy WebLinkAboutSUB202100217 Easements 2021-12-23COUNTY APPROVAL
SUBDIVISION AGENT
STATEMENT OF TITLE:
TMP 75-66 & 76-17
THE LAND SHOWN WAS OBTAINED BY REGENTS SCHOOL OF
CHARLOTTESVILLE, INC AS RECORDED IN DEED BOOK 5237
PAGE 251, AND TO THE BEST OF MY KNOWLEDGE MEETS
ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS.
OWNERS APPROVAL
THE PLATTING OR DEDICATION OF THE FOLLOWING LAND TMP
75-66 & 76-17 IS WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
REPRESENTATIVE FOR REGENTS DATE
SCHOOL OF CHARLOTTESVILLE, INC
200 BOB FINLEY WAY
CHARLOTTESVILLE, VA 22903
COMMONWEALTH OF VIRGINIA -
CITY/COUNTY OF:
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS ____ DAY OF 20___
SIGNATURE OF NOTARY PUBLIC
NOTES
DATE
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE
REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL
ENCUMBRANCES ON THE PROPERTY.
2. THIS PLAT HAS BEEN PREPARED FROM RECORDED DATA AT DEED BOOK
5237 PAGE 251. NO FIELD WORK WAS COMPLETED TO CREATE THIS PLAT.
3. SUBJECT PARCELS IS LOCATED IN ZONE "X" AND ZONE "A" AS SHOWN
ON FEMA MAP NO 51003CO268D, EFFECTIVE DATE FEBRUARY 4, 2005.
THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO
ELEVATION STUDY HAS BEEN PERFORMED.
4. IRON PINS TO BE SET AT ALL NEW LOT CORNERS UNLESS OTHERWISE
NOTED.
5. SUBJECT PARCELS ARE ZONED R1 - RESIDENTIAL, ARE WITHIN THE
AIRPORT IMPACT AREA, DAM INUNDATION ZONE, FLOOD HAZARD OVERLAY,
STEEP SLOPES (PRESERVED) AND ONLY TMP 76-17 IS WITHIN STEEP
SLOPES (MANAGED).
6. SUBJECT PARCELS ARE WITHIN THE MOORES CREEK WATERSHED.
7. SUBJECT PARCELS ARE WITHIN THE JURISDICTIONAL AREA FOR WATER AND
SEWER.
8. SUBJECT PARCELS DO NOT LIE WITHIN THE WATER SUPPLY PROTECTION
AREA.
9. SUBJECT PARCELS DO NOT LIE WITHIN THE AG/FOREST DISTRICT.
10. STREAM BUFFERS SHOWN HERON SHALL BE MANAGED IN ACCORDANCE
WITH ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
11. ALL ACSA EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS.
ACSA EASEMENT CURVE DATA
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
EC1
154.54'
96.75'
95.18'
S 59'45'18" W
1 35'52'21"
BOUNDARY CURVE DATA
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
277.00'
43.37'
43.33'
N 41'47'39" E
858'15"
C2
933.00'
125.98'
125.89'
N 4110'38" E
744'12"
C3
577.00'
69.52'
69.48'
N 48'29'50" E
6 54'11"
C4
375.00'
156.54'
155.40'
N 63'54'26" E
23'55'01"
C5
325.00'
32.41'
32.40'
N 72'25'52" E
5'42'50"
C6
275.00'
74.63'
74.40'
N 77'20'56" E
15'32'57"
N 00°37'50" W
12.74'
C)
TMP 76 65
N/F KISNER,
CLINTON E r„
DB 660 PG 778- rn
J
V
ACSA EASMENT LINE DATA
LINE
BEARING
DISTANCE
EL1
S 00'10'37" E
29.53'
EL2
S 4449'23" W
12.60'
EL3
S 47'00'31" W
134.87'
EL4
S 39'40'49" W
138.01'
EL5
S 84'40'49" W
31.10'
EL6
S 3858'52" W
11.68'
EL7
N 51'01'08" W
15.46'
EL8
S 3858'52" W
160.25'
EL9
S 51'01'08" E
39.27'
EL10
S 3858'52" W
21.69'
EL11
S 51'01'08" E
39.27'
EL12
S 3858'52" W
62.93'
EL13
S 6745'39" W
48.57'
EL14
S 22'14'21" E
13.94'
EL15
S 3858'52" W
34.98'
EL16
S 6745'39" W
2.21'
EL17
N 6714'21" W
30.66'
EL18
S 3858'52" W
14.68'
FOP�,a� N
RfSfRVO/R
ROgD SITE
INTERSTATE-64
y �0
VICINITY MAP
SCALE: 1 "=2000'
A-87.40' 20.8I
A=29.92' R=300.00' �(T1E)
R=300.00'
N 75°17'17" E N 69°���9,
6
N 75°51'56" E 55.65' 6 m
54.88')3�27 E
GS tJ 6966 3%•
N 7 11p7a" E /� •�G
� G /
AREA OF RIGHT-OF-WAY A-72
DEDICATION `� �•
00 .
R/W DEDICATION
0.739 AC P�
ti
v
A-39.46' 1 yR
R=252.00' �910
N 46°16'47" E ?
51.35'
N 04°14'15" W
31.37' (T)/0 O�
73 '
S 72*21'41" E
1
E 11.48'
47.27' S 61*19'41" E
R/ ON
N 47°09'19" E
115.34' 6
208.24'
-', _ 81.07'
0.2801CAAC
S 89°35'41" E
Xj
S 72*21410 E S S 67°0441 E 111,73' N 78°0519 E
45.28' go61 �4; �88.45' S 75°20'41" E 81.47' 9 i�6i
TMP 75-17 84ys �95.00'
3.558 OG 6jb441• N 7�0004
--0.280 (R/W DED) 8$g8. f S ,gam i" f S 89'35'41" E N
N 8234 45 114.64'
3.278 AC " W 159.00, Wq�
°�aN��O�cnav OFF
S 1�.3650 _ 100 YEgh 80
S7�36-��
6973q$"
100 SCREE W 59L 63,FLO(T
\(ZANE qA)
Ol .• .. ..
PLAT PREPARED BY: WILLIAM W WHITE
N 46'54'37" E
R=602.00 j` goo
EL
S 08°36'52" W
25.65'
o c�,
/ 20' ACSA
ah 4`�/ EASEMENT
s
(SEE NOTE 11)
S�JpB'
15' ACCESS \ �g' EL16 F� 9 3 TMP 76-17C1
EASEMENT L� N/F TRINITY
-CALL TO CL- fCl PRESBYTERIAN
/ CHURCH ETAL TH
ti DB 730 PG 459
TMP 76-17
15.556 (OG)
-0.739 (R/W DED)
14.817 AC
179.68' (T) \
STORMWATER MANAGEMENT, \
FOREST & OPEN SPACE EASEMENT
DB 5495 PG 25� \
N 85'08'33" W 263.7T \
W 376.20
5 702�
LTH p
S 13'56'38" W F G/
86.22r0064-022-102,
STATE-64� REVIEW�r.
OT PLAN
�4Z
S 8433'24" W RW-205 RIGHT-OF-WAY DEDICATION COPY a
112.131 & EASEMENT PLAT NICHOLAS M. HUTCHINSON
TAX MAP PARCELS No.346a
� xx xx-xxxx
75-66 & 76-17 5�
DECEMBER 21 2021
SAMUEL MILLER MAGISTERIAL DISTRICT SHEE
ALBEMARLE COUNTY, VIRGINIA SCALE: 1" - 100, 1 OF
FILE: 21.263
F:\Survey\PROJECTS\21.263 TMP 76-17 ALB (REGENTS SCHOOL) [ESMT]\SURVEY\DWG\ROW AND ESMT\21.263 - TMP 76-17 (A) [REGENTS SCHOOL] - ROW & ESMT.dwg