HomeMy WebLinkAboutSUB201900120 Plat - Approved 2020-02-19j
NOTES:
VICINITY MAP
SCALE: 9"=2000'
STATEMENT OF CONSENT
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND AT TAX MAP
61W-3-D2, PARCEL A IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH
THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF
ANY.
THE TOWNS OF STONE
10461 WHITE GRANITE
OAKTON VA, 22124
STE 103
S ASSOCIATION INC.
COMMONWEALTH OF GIN A 111 a�
CITY/COUNTY OF:2SV' K�
TO WIT: THE FORECOIN�INSTRUMEjT, WAS ACKNOWLEDGED
BEF01r`ME THIS —1 X_ DAY OF bhOV-0 _ 491a
SIGNATURE OF NOTARY PUBLIC -
REG. NO.: J/c�u 0S6
MY COMMISSION EXPIRES: �\ 0h
Chase Carter Raynor Works
NOTARY PUBLIC
Commonwealth of Virginia
Reg. # 7847056
My Commission Expires November 30, 2023
I'LANNINGG ROUP, LLC
440 Premier Circle, Suite 200
Charlottesville, VA 22901
(P) 434.882.0121
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 HEREON.
2.
THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF THIS PLAT USING
MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY.
3.
THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION
HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
4.
THERE WERE NO PLACES OF HUMAN BURIAL OBSERVED WHILE CONDUCTING THIS SURVEY.
5.
THE SUBJECT PROPERTY IS ZONED: NEIGHBORHOOD MODEL DISTRICT.
6.
THE SUBJECT PROPERTY CONTAINS PROFFERS PER ZMA200100007, ZMA201100004, ZMA201100007 AND ZMA 201300009.
7.
THE SUBJECT PROPERTY LIES IN THE MEADOW CREEK WATERSHED.
8.
THE SUBJECT PROERTY LIES IN THE ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA.
9.
REVISED TAX MAP AND PARCEL NUMBER 61W-3-D2-22 AND 61W-3-D2-A EACH CONTAIN A BUILDING SITE THAT
COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
10.
THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF
STATE HIGHWAYS AND WILL NOT NE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF
ALBEMARLE.
11.
THE PROPERTY WILL BE SERVED BY PUBLIC WATER AND SANITARY.
STATEMENT OF CONSENT
14.
OWNER OF RECORD: OPZ BERNSTEIN/CHRISTOPHER 2, LLC FOR TAX MAP 61W-3-DC-22 THRU 61 AND 90 THRU 104,
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND AT TAX MAP
SOURCE OF TITLE: INSTRUMENT# 201900013586
61W-3-D2, PARCELS 22-61 & 90-104 IS WITH THE FREE CONSENT AND IN
15.
OWNER OF RECORD: THE TOWNS OF STONEFIELD HOMEOWNERS ASSOCIATION INC. FOR TAX MAP 61W-3-D2-A, SOURCE
ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS
OF TITLE: DB 4716 PG 743
AND TRUSTEES, IF ANY.
OPZ BERNSTEIN/CIN
10461 WHITE GRANI
OAKTON VA, 22124
COMMONWEALTH CITY/COUNTY
OF GINIA -
CITY COUNTY CF: (�r
TO WIT: THE FOREGOIN.QNSTRUME WAS ACKNOWLEDGED
BEFORE ME THIS �- DAY OF --20W.
REG. NO.: kA-70
MY COMMISSION EXPIRES: + - 0 kX
Chase Carter Raynor Works
NOTARY PUBLIC
Commonwealth of Virginia
Reg. # 7847056
My Commission Expires November 30, 2023
SHEET LEGEND
1. COVER SHEET
2. LOTS 2 THRU 61, a# THRU
104 & COMMON
ABANDONEDHEREBY
3. ACCESS EASEMENTS
ABANDONED
4. ACSA AND DRAINAGE
EASEMENTS HEREBY
ABANDONED
•
ACCESS NEW
EASEMENTS
6. NEW STORMDRAIN EASEMENTS
7. NEW k 1 EASEMENTS
SWM ACCESS EASEMENTS
MAINTENANCE
i
! l>i ACCESS
APPROVED FOR RECORDATION
Agent for the Board of Supervisors
/a0.20
Date
t !
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TMP 61 W-3-21A
" LINDA BLAKE CAME LLC
D.B. 2813, PC 445
D.B. 880, PC 595 PLAT
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A PORTION OF
TMP 61W-3-D2 A
N/F THE TOWNS OF
STONEFIELD HOA
DB 4716 PC 743
RESIDUE 1.506 ACRES
S35'21'13"W 11.49'
1
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.37
38.
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LOTS 23-61 & 90-104
.. . , TO BE COMBINED WITH LOT 22
AREA OF TMP 61 W-3-D2-A T'O BE
COMBINED WITH LOT 22
AREA SUMMARY FOR LOT 22,
REVISED TMP 61f 3-D2-22
PORTION OF TMP 61W-3-D2-A 1.395 ACRES
PLUS LOTS 23-61 k 90-104 1.329 ACRES
TOTAL 2.724 ACRES
INGLE OOD DRIVE
(PRIVATE)
DB 4135 PG 249
DB 4135 PG 215 PLAT
AREA SUMMARY FOR REVISED TMP 61W 3-D2-_A
TMP 61 W-3-D2-A 2.842 ACRES
LESS PORTION OF TMP 61 W-3-D2-A 1.395 ACRES
RESIDUE
1.447 ACRES
19
20
21
A PORTION OF
TMP 61W-3—D2 A
NIF THE TONS OF
STONEFIELD HOA
DB 4716 PC 743
RESIDUE 1.506 ACRES
8.
VARIABLE WIDTH PRIVIATE
ACCESS EASEMENT
TO REMAIN
DB 4716 PG 743-776
65 64 63
62
I +
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PARK PARCEL i ACCESS EASEMENTS
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12 TO ACCESS EASEMENT
23' INGRESS/
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DB 4135 PG 249
DB 4135 PG 215 PLAT
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ACCESS EASEM IIVTATE
DB 4716
PG 743-776
ABANDONED
0
VARIABLE WIDTH PRIVATE ACCESS EASEMENT VARIABLE WIDTH PRIVATI DB 4716 PG 743-776 ACCESS EASEMENT
DB 4716 PG 743-776
—HEREBY ABANDONED — — — _ — — _ _ i' —zz
D
(PRIVATE)
DB 4135 PG 249
DB 4135 PG 215 PLAT
-
ACCESS EASEMENTS HATCHED
TO BE ABANDONED
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N42°39'37
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20
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ACSA VARIABLE
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DB 4716 PG 743
�— TO REMAIN N46'44'16"W 30.20'
86 —
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A PO TION OF
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DB 4716 PC 743
RESIDUE 1.506 ACRES
I n
I 8
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S34°31'17"W
20.53'
N54'40'01"W 28.12F'
ACSA VARIABLE
I WIDTH EASEMENT
I DB 4716 PG 743
n
I TO REMAIN
0
L
S35'21'13"W 160.41' L535"21'13"W
S271OWN 38.69' 11.51'
S35021'130W 11.49'
PLANNING GROUP, LL
440 Premier Circle, Suite 200
Charlottesville, VA 22901
(P) 434.882.0121
542'35'36"W
43.64'
PRIVATE DRAINAGE
EASEMENT
DB 4716 PG 743-776
HATCHED AREAS
HEREBY ABANDONED
INGLEWOOD DRIVE
(PRIVATE)
DB 4135 PG 249
DB 4135 PG 215 PLAT
d' I
d P
I
FIELD," SECTION 3
D.B. 697, PC 425-426 PLAT
D.B. 703, PC 732 PLAT
D.B. 704, PC 517 PLAT
D.B. 712, PC 689 PLAT
ZONED RIO AND R15
,USE. RESIDENTIAL
P �
N42°40'pgw�"
40419
-- .
S35°21'13"W 360.41'
I Ar
t
13 `N / J
V
PRIVATE DRAINAGE
EASEMENT
DB 4716 PG 743-776
HATCHED AREAS
HEREBY ABANDONED
T af,111;
ACSA UTILITY EASEMENTS
HATCHED TO BE ABANDONED
DRAINAGE EASEMENTS
HATCHED TO BE ABANDONED
ME
j 45.36
— zS2�'23'17"w
I
—
�LLJ
1
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ACSA UTILITY EASEMENTS
HATCHED TO BE ABANDONED
DRAINAGE EASEMENTS
HATCHED TO BE ABANDONED
ME
j 45.36
— zS2�'23'17"w
I
—
�LLJ
1
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19 1 .20
21
N43'47054!'E C32
2.60' TIE TO rL98
C2
�g
86
A PO TION OF
TAP 61 W-3-D2-A
� P-
NIF THE TOWNS OF
STONEFFIELD 10A
DB 4716 PC 743
RESIDUE 1.506 .ACRES
VARIABLE WIDTH PRIVIATE
ACCESS EASEMENT
TO REMAIN
DB 4716 PG 743-776
S35°21'13"W 160.41'
S2710'48OW 38.69'
S3571'13"W 11
DETAIL #1
N.T.S.
0 f 4
■ NO SCALE:--
- 4
TMP 61 W--3 21A
LINDA BLAIfE CAYLE LLC
I.B. 2813, PC 445
D.B. 880, PC 595 PLAT
ZONED CI
USE: CO.It-WERCTAL
N42'39'3 E a
car
N22'31'1 B"E
0.52'
TIE TO C59
PARK PARCEL
3 !31'17"W
20.5S /
16?
cv
S35'21'1
11.51'
C40
! !
!
IF !
EE DETAIL #1
L105 4-�C42 X C47 X -�X -�
C48
NEW VARIABLE WIDTH PRIVATE
00
owl
NEW VARIABLE WIDTH
PRIVATE ACCESS EASEMENT
t2"35'36"W 39.8,V(TIE)
TO ACCESS EASEMENT
43°64'
23' INGRESS/
EGRESS EASEMENT
DB 4135 PG 249
DB 4135 PC 215 PLAT
L107
140 C6�
GIW-3-D2-22
NIF 779 TOWNS OF ;t • W
DB 4716 PC 743
2.724 AC.
CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C29
- 10.61'
5.27'
115'26'07"
8.34'
8.90
N 0117'20" E
C32
15.94'
70.00'
13'02'58"
8.01'
15.91'
N 27'02'47" E
C35
T85'
5.00,
90,00,00"
5.00'
7.07'
N 65°31'18" E
C37
7.65'
5.00'
90°00'00"
5.00'
7.07'
N 2428'42" W
C40
59.54'
230.00'
14°49'55"
29.94'
59.37'
N 27°56'16" E
C42
36.53'
268.48'
7°47'48"
18.30'
36.51'
N 39°43'46" E
C45
14.63'
4.66'
180°00'00"
INFINITY'
9.31'
N 42'30'09" E
C47
11.35'
9US
6'30'29"
5.68'
11.35'
N 4619'13" E
C48
22.55'
219.76'
5'52'42"
11.28'
22.54'
N 46'38'07" E
C51
14.14'
4.50'
180'00'00"
INFINITY
9.00'
N 43'41'45" E
C54
9.65'
230.00'
224'19"
4.83'
9.65'
N 44"53'55" E
C57
6.64'
5.09'
74°46'07"
3.89'
6.18,
S 82'02'35" E
C58
17.66'
53.52'
18'54'39"
8.91'
17.58'
N 70'01'41" E
D.B. 703, PO 732 PLAT
!
!
D.B. 704, PC 517 PLAT
t
D.B. 712, PC 689 FLAT
! I
ZONED R10 AND R15
!
!
RESIDENTIAL
!
FUSE;
!
!
!
N42 40'09T
- -404. 19'
}
`�X
-_
X
__x
4;4
L112
C5¢
X `~X __
S54'30'42�E
46.18' TIE TO---,-,
C51
LINE TABLE'
Line
Direction
Length
L98
N 56°25'43" W
11.05'
L99
N 56'25'43" W
2.00'
L100
N 20'31'18* E
10.61'
L101
S 69'28'42" E
13.00'
L102
N 20'31'18" E
6.00'
L103
N 69'28'42" W
13.00'
L104
N 20'31'18" E
12.84'
L105
N 35'21'13" E
50.77'
L106
N 4337'40" E
0.19'
L107
S 47°32'54" E
13.57'
L108
N 47'16'16" W
13.39'
L109
N 43°41'45" E
110.59'
L110
5 4618'15" E
14.00'
L111
N 4618'15" W 1
14.00'
L137
_T,TNL' TABLE
Line
Direction
Length
L112
N 43°41'45" E
45.80'
L113
N 46'06'04" E
71.30'
L114
S 4353'56" E
14.62'
L115
N 20'31'18" E
18.53'
L116
S 54°58'23" E
16.03'
L117
N 5437'27" W
13.47'
L119
S 35'22'29" W
14.50'
L'120
N 5V37'27" W
81.00'
L121
N 35'22'31" E
12.94'
L124
S 35'21'14" W
4.28'
1-125
N 54°38'46" W
33.00'
L128
S 45'41'51" W
27.98'
L131
S 45°41'51" W
20.00'
L132
N 4418'09" W
6A0'
535-21'13"W 360.41'
---
INGLEWMD
(PRIVATE)
DB 4135 PG 249
DR 4135 PG 215 PLAT
, .1h _
CURVE TABLE
CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C59
39.36'
30.00'
75'10'05"
23.09'
36.60'
N 1 T03'44" W
C61
25.55'
14.00'
104°33'59"
18.10'
22.15'
N 7248'18" E
C63
4.09'
5.00'
46'51'53"
2.17'
3.98'
S 11'55'17" W
C64
13.75'
8.09'
97'27'38"
9.21'
12.16'
S 60'39'41" E
C65
9.92'
13.55'
41'56'46"
5.19'
9.70'
S 09'02'31" W
C66
19.84'
245.62'
4°37'43"
9.93'
19.84'
S 3219'46" W
C67
24.00'
188.00'
718'56"
12.02'
23.99'
S 39°00'41" W
C68
4.51'
1.96'
131'38'07"
4.37'
3.58'
S 70'03'03" W
C69
8.16'
4.74'
98'35'29"
5.52'
7.19'
S 00°18'12" E
C70
4.71'
3.00'
90,00,00"
3.00'
4.24'
N 8918'09" W
C71
13.14'
15.00'
5012'29"
7.03'
12.73'
S 20°35'36" W
C72
8.76'
10.00'
50'12'29"
4.69'
8.49'
S 20°35'36" W
C73
13.75'
27.95'
28°11'21"
7.02
13.61'
S 59°47'32" W
,LINE TABLE
Line
Direction
Length
L134
S 45°41'51" W
2.60'
L136
S 49°35'56" E
12.66'
L137
S 43'41'45" W
162.73'
L138
N 4618'15" W
13.96'
L140
S 49'56'55" W
37.89'
L141
S 42'40'09" W
7.54'
L143
S 35'21'13" W
50.77'
L147
N 69'53'55" E
7.16'
L7 48
S 54°38'47" E
100.00'
1149
S 35'21'13" W
6.01'
L151
S 11'30'40" E
33.72'
L152
N 5438'47" W
43.98'
C1
SEE DETAIL #2
CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C74
7.41'
3.00'
141'26'18"
8.58'
5.66'
N 35'23'39" W
C75
10.65'
12.00'
50'51'03"
5.70'
10.30'
S 60°46'46" W
C76
r6.7W
3.00'
129'10'13"
6.31'
5.42'
N 2912'36" W
C77
7.49'
5.03'
85°24'57"
4.64'
6.82'
S 82°32'39" W
C78
10.21'
12.30'
4735'10"
5.42'
9.92'
S 35°34'00" E
M.
w r`
T
z�
CIA'
DETAIL #2 L119
N.T.S. >
.PROJECT TITLE:
BOUNDARY DINE ADJUSTMENT AND
EASEMENT PLAT FOR
STONEPIELD-BLOCK D2, PHASE 2
f I d
i t
f P
TMP 61 W-3 21A
LINDA RMU G_AYLE LLC
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19
20
21
PRIVATE
DRAINAGE EASEMENT
D$ 4716 PG 743 - -..776
ma's
86
A PO TION 0F
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NIF THE TO WNS OF
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DR 4716 PG 743
RESIDUE 1.506 ACRES
6
CD
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to
I
S35°21'13"W 160.41'
S27'10'48"W
S3521'13"W 11,49'
N4239'37"E a3. %.
S42°39'37"
W 8'
(nE)3.75
SM31'1
20.53'
f
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! t "WESTFIELD," SECTION 3 P I1 !
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P ! D.B. 712, PG 689 PLAT f I !
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20 DRAINAGE o-- -� . ' �4.. J P �
IE UTILITY EASEME I -f�-� m 1 -._ S41
OB 704 PG 51
X x P
NEW 10' PRI VA T� ` ' " ..• `' -- �.'
LANDSCAPE BUFFER
L24 •- P
IF
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- - L23 -- -
PRIVATE
NAGE EASEMENT
DB 4716 PG 743-776
54235'36"W 39.64'(i1E)
535 1'13"W IF
11.5 ''
k,_54235'36"W
43.64'
PORTION.t . -
NEIF R N
NIF THE TONWS , STONRPMLDA
LINT TABLE
Line
Direction
Length
L23
S 5438'42" E
10.08'
L24
S 42'40'09" W
405,47'
L25
N 4719'51" W
10.00'
L26
N 6312'27" E
14.23'
L27
S 54'37'44" E
27.38'
L28
S 35°22'04" W
12,52'
L29
S 5734'50" E
68.64'
L30
N 75°24'25" E
39.47'
L31
N 47'57'28" W
19,36'
L32
S 45'51'05" W
12.60'
L33
N 44'08'55" W
20.00'
L34
N 45'41'51" E
31.31'
L35
S 47°57'28" E
27.38'
S35°21'13"W 360.41' - _ - - -
• • - -=
MGTEWOODDRIVE PUBLIC
(PR_[V.AYE) DRAINAGE EASEMENT
DP 4135 PG 249 DB 4135 PG 249
DB 4135 PG 215 PLAT DB 4135 PG 215 PLAT
30 0 30 6090
I
I
L34
co
2 M
NEW VARIABLE WIDTH
PRIVATE
DRAINAGE EASEMENT
L26
6
x
I
Cv f
PRIVATE
DRAINAGE EASEMENT
I DB 4716 PG 743-776
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D.B. 697, PC 425-426 PLAT
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411.14
�
x
19 20
N722e32wW 7Z69'
14420400 01
21
(TIE LINE)
404. 19'
86
A PO-601V OF
TMP 61W-3—D2—A_
ell
NIF THE TOWNS OF
STONAFFIELD HOA
DB 4716 PC 743
RESIDUE 1.506 ACRES
S3571 "11 3"W 160.41'
S27*10'4eW
S35'21'13mW
20' SEWER EASEMENT
DB 4391 PC 331
11
x
L2 NEW ACSA WATERLINE
x
L38 L37
EASEMENT X—X—X—
,
ACSA EASEMENT L36
08 4716 PC 743-776 NOTE: WATER AND SEWER EASEMENTS
WILL BE CENTERED ON AS —BUILT L7
L9
LOCATIONS,
I PoRnom OF rmp 61w_3_D2_A
NEW TJOP 61W-3—D2-22
V 'M F_ 14. I I
'guff.1ya ur
(TIE LINE)
DD 4716 PC 743
c�
2.724 AC,
co
co
N W ACSA SEWER
sui
EASEMENT
'FIJI
co
+d r_ 19.31
S34119 w S54'40'0-i"E 6.02'
20 . 53
ENEW ACSA WATERLINE
ACSA EASEMENT EASEMENT
7 EASEMENT
I
DB 4716 PC 743-776
S35-21'*13mW
11.514
mm
IF
0
S3571*13"W 360.41'
INGLEWOOD DRIVE
(PRIVATE)
DB 4135 PG 249
DB 4135 PG 215 PLAT
BOUNDARY CURVE TABLE
Curve Lmgth Radius Delta Tangent Ch Chord Bearing
REVISE "P� - __ - 4 9W4WW 10.15' 14.24! S 79W'Otr W
LINE TABLE
7LIne
EDirpactiion
Length
Ll
S 54'38'47" E
16.93'
L2
S 3244!08" W
142-91'
L L 3
S 43'41'45" W
164.81'
L4
S 46'18'15" E
10-08'
S 43-41-45- W
20.00'
FL5
N 46'18'15" W
10.40'
S 45*33'46" W
114.31'
L8
S 44°26'1 e E
9.,19,
L9
S 45'33'46" W
12.22'
LIO
N 78*07'15' W
14.02'
L11
N 4410 4" W
117.5�3�'
L35
N 4533'46" E
[E143.90'
L36
N 43'41'45" E
172XO'
.6
L37
H 32'44'24" E
L38
N 4217'44:" E
11
I
it
w
f 1
! r
r
/ 1
r
-- TMP 61 W 3 -21A r
r
LINDA BLAKE CAYLE LLC r
~ ~ D.B. 2813, PC 445
r
!
D.B. 880, PC 595 PLAT I
r r
---- 4_____� ZONED CI
�'`"'---- USE: COMMERCIAL 1
"�
031
IF
19 20
21
86
NEW 10' STORMWATER
MANAGEMENT FACILITY
87 TIE LINE MAINTENANCE ACCESS
S54'38'47"E EASEMENT
40.51'
88
N54°38'47"W
17.00'
---------------------------------�
NEW 10' STORMWATER
- _ ®MigbIAGEMENT FACILITY
MAINTENANCE ACCESS EASEMENT
WITHIN KOHER WAY R/W
_N35'21'13"E N35°21'13"E
10.00' 8.00'
w
o N54'40'28"W
0 21.86'��`
r
S35°21'13"W
10.00'
----------J /
NEW STORMWATER
MANAGEMENT FACILITY
/ EASEMENT
S54'40'28"E
21.86'
POR77ON OF 1-
NEW TMP r
X/F TRE TOWNS OF . i HOA
r;
2.724 AC.
INGLEWOOD DRIVE
(PRIVATE)
DB 4135 PG 249
DB 4135 PG 215 PLAT
i■'■■i� -•�i
r '
r r
1
"WESTFIELD," SECTION 3
D.B. 697, PC 425-426 PLAT
D.B. 703, PC 732 PLAT
D.B. 704, PC 517 PLAT
D.B. 712, PC 689 PLAT
ZONED RIO AND R15
USE: RESIDENTIAL
1
I r �
HATCHED ARES DENOTE NEW
SWM MAINTENANCE
EASEMENTS
Zd
I
NEW 10' STORMWATER /
MANAGEMENT FACILITY
MAINTENANCE ACCESS
EASEMENTry
S45°48'36"W !
26.00'
S44°18'09"E
NEW STORMWATER
MANAGEMENT FACILITY
EASEMENT
N45'4836-E
26.00'
N44°18'09"W
10.00'
NEW 10' STORMWATER
MANAGEMENT FACILITY
MAINTENANCE ACCESS
NEW STORMWATER EASEMEN
MANAGEMENT FACILITY N35'22'16"E
EASEMENT N54°37'44' 10.00'�
18.33'
S35'22'16"W
10.00' o
FA
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CA
`S54°37'45"E
18,33'
C.� I
S77'19'49"W
21.51'
TIE LINE