HomeMy WebLinkAboutSUB201500145 Plan - Approved 2016-01-28FINAL SUBDIVISION PLAT OF
WHITTINGTON
I 1 0 F&I a Ibi
TAX MAP 90, PARCEL 3
SURVEYOR'S STATEMENT
I HEREBY CERTIFY THAT 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 SUBDIVISIONS WITHIN THE COUNTY
HAVE BEEN COMPLIED WITH.
STATEMENT OF TITLE
THE LAND SHOWN WAS OBTAINED BY PIEDMONT NEIGHBORHOODS, LP AS
RECORDED IN DEED BOOK 4461 PAGE 435, AND TO THE BEST OF MY KNOWLEDGE
MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
SHEET INDEX
GENERAL NOTES v1 COVER SHEET
V2 EXISTING CONDITIONS
V3 SUBDIVISION PLAT
V4 SUBDIVISION PLAT
THE LAND REGULATIONS LISTED /DESCRIBED HEREIN ARE IMPOSED PURSUANT TO THE V5 SUBDIVISION PLAT
ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE, AND ARE NOT V6 SUBDIVISION PLAT
RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS V7 RESIDUE LOTS
PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH.
1. THESE PARCELS ARE NOT IN A WATER SUPPLY PROTECTION AREA.
2. 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 AND SAID PROPERTY MAY BE SUBJECT TO
INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED ATTORNEY.
3. THESE PARCELS ARE ZONED PRD & EC - PLANNED RESIDENTIAL DEVELOPMENT
& ENTRANCE CORRIDOR. ZMA 2006 -11 WAS APPROVED FOR THESE PARCELS.
THERE ARE PROFFERS ASSOCIATED WITH THIS DEVELOPMENT.
4. ALL NEW PUBLIC STREET RIGHT -OF -WAYS SHOWN HEREON ARE HEREBY
DEDICATED TO PUBLIC USE.
5. ONLY ONE DWELLING UNIT PER PARCEL.
6. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF
THE ALBEMARLE COUNTY ZONING ORDINANCE.
7. THIS PARCEL DOES NOT LIE WITHIN AN AGRICULTURAL- FORESTAL DISTRICT.
8. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE
WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY.
9. THE NEW LOTS AS SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER.
10. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL
WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA
MAP NO. 51003CO410D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC
METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A POR11ON OF THIS
PROJECT.
11. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES
MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY.
12. OPEN SPACE PARCELS TO BE OWNED & MAINTAINED BY THE WHITTINGTON H.O.A.
13. RESIDUE AREA TO BE RETAINED BY DEVELOPER.
14. CRITICAL SLOPES APPROVED IN 2006 REZONING, ZMA 2006 -011.
15. THE MINIMUM LOT SIZE FOR THIS DEVELOPMENT IS 40,000 SF (0.918 AC.).
16. ALL EXISTING EASEMENTS ARE RECORDED AT DB 4304 PG 676 UNLESS
OTHERWISE NOTED.
17. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS
OTHERWISE NOTED.
18. THE AREA ON THIS PLAT DESIGNATED AS A TEMPORARY TURNAROUND
EASEMENT WILL BE CONSTRUCTED AND USED AS OTHER STREETS IN THE
SUBDIVISION UNTIL KENDRA STREET IS EXTENDED TO RIDGE TOP DRIVE, AT
WHICH TIME THE LAND IN THE TEMPORARY TURNAROUND AREA WILL BE
ABANDONED FOR STREET PURPOSES AND WILL REVERT TO ADJOINING PROPERTY
OWNERS IN ACCORDANCE WITH PROVISIONS IN THEIR RESPECTIVE DEEDS.
19. THE MINIMUM BUILDING SETBACKS ARE:
75' FROM EXISTING PUBLIC R/W
30' FROM INTERNAL ROADS
15' FROM SIDE PROPERTY LINES
20' FROM REAR
35' FROM REAR ON LOTS ADJOINING RA DISTRICTS
20. LOT CALCULATIONS:
NUMBER OF LOTS APPROVED PER ZMA 2006011 - 96
LOTS PER PHASE A (SUBD2013- 00057) - 17
LOTS PER PHASE B1 - 24
LOTS REMAINING - 55
OVERALL MAP
Scale: 1"=500'
AREA SUMMARY
ORIGINAL AREA ..................... 184.147 AC
PHASE A LOTS ..................... 16.875 AC
PHASE A R/W ...................... 2.471 AC
PHASE A OPEN SPACE ........ 7.505 AC
RESIDUE FROM PHASE A .... 154.160 AC
CURRENT PHASE 131:
LOTS....... ...............................
PUBLIC R/W ..........................
OPEN SPACE .........................
(34.727. OF CURRENT DEVE
RESIDUE .. ...............................
24.356 AC (24 LOTS)
3.505 AC
14.816 AC
LOPMENT)
111.483 AC
TOTAL ... ............................... 154.160 AC
COUNTY APPROVAL
_
AGENT FOR THE BOARD OF SUPERVISORS , DATE _
w_r--
STATEMENT OF CONSENT TO DIVISION
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING
THE RESIDUE OF WHITTINGTON SUBDIVISION PHASE A, AS SHOWN ON A
PLAT PREPARED BY DOIMINION ENGINEERING, DATED APRIL 23, 2011, WITH
THE LATEST REVISION DATE OF JULY 10, 2011, RECORDED IN THE CLERK'S
OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY IN DEED BOOK
4443, PAGE 519, ALSO KNOWN AS TAX MAP 90 PARCEL 3 ACCORDING TO
COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH
THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES,
IF ANYI
PIEDMOW NEIGHBORHOODS, LP
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREG NG INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THI DAY F 2015.
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NO.
MY COMMISSION EXPIRES:
1
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No. 2492
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PROJECT NO: 13.0039
SHEET NO: Vj
1OF7-
DATE: AUGUST 5, 2015
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PROJECT NO: 13.0039
SHEET NO: Vj
1OF7-
DATE: AUGUST 5, 2015
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Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
Cl
141.61'
2975.00'
2'43'38"
70.82'
141.60'
S 52'50'43" E
C2
273.22'
3025.00'
5'10'30"
136.70'
273.13'
S 51'46'42" E
[� JLWLK LAJLMLN I
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SHEET V4 _- / \. \, ah �. .L > o
SHEET V3 \ \ 160 ? SHEET V3
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RESID UE B .0 o
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�? N73'31 42 E 333.32 �,° -� DRAINAGE
CID LOT 9 / : / \ EASEMENT (CALLS o. �`i 0 W
1 3 1.069 AC. / / \ \ � \TO CENTER LINE)
LOT 47 \
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LOT 7 I I ; W LOT 52 `' Ec ` NO2'53'35 "W
W CN co �I_ I I 0.989 AC. ^ � 2 �0, ♦ , 5' ACCESS 20.00 1 Z F-
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EASEMENT CURVE TABLE
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Radius
Delta
Tangent
Chord
Chord Bearing
_ 294.19' '
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19.15'
22.50'
I `°
cn
10.20'
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N 80'31'54" E
EC2
3.93'
NI
90'00'00"
S42'31'25 I
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S 59'55'03" W
EC3
ter+
37.50'
59.71'
17.00'
30.97'
S 80'31'54" W
EC4
24.84'
34.98'
LOT 6
LOT
53
0
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EC5
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0.920 AC. 20' ACSA
0.986
AC.
6.26'
S 7519'19" W
I
SANITARY SEWER ;
65.02'
40'28'58"
1^ I
44.99'
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EASEMENT (CALLS I
4.42'
7.50'
33'44'59"
2.28'
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22.50'
26'01'31"
5.20'
10.13'
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53 d
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8817'19'
2.40'
3.45'
I
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3.24'
( IE)
7410'18"
1.89'
3.02'
N 85'08'12" E
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30.42'
80.02'
21'46'47"
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30.24'
N42'22'01 E
301.53'
9.15'
47.72'
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EASEMENT CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
EC1
19.15'
22.50'
4846'17"
10.20'
18.58'
N 80'31'54" E
EC2
3.93'
2.50'
90'00'00"
2.50'
3.54'
S 59'55'03" W
EC3
31.92'
37.50'
4846'17"
17.00'
30.97'
S 80'31'54" W
EC4
24.84'
34.98'
40'41'25"
12.97'
24.32'
S 60'28'06" W
EC5
6.27'
32.72'
10'58'59"
3.15'
6.26'
S 7519'19" W
EC6
45.94'
65.02'
40'28'58"
23.98'
44.99'
S 4935'21" W
EC7
4.42'
7.50'
33'44'59"
2.28'
4.35'
S 12'28'22" W
EC8
10.22'
22.50'
26'01'31"
5.20'
10.13'
N 08'36'38" E
EC9
3.81'
2.48'
8817'19'
2.40'
3.45'
N 2210'41" W
EC10
3.24'
2.50'
7410'18"
1.89'
3.02'
N 85'08'12" E
EC11
30.42'
80.02'
21'46'47"
15.40'
30.24'
N 58'56'26" E
EC12
9.15'
47.72'
10'58'59"
4.59'
9.13'
N 75'19'19' E
LEC13
13.83'
19.98'
39'39'57"
7.20'
13.55'
N 60'58'50" E
♦ CO
Line
Q
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L1
N 37'26'10" W
34.69'
L2
N 14'38'30" E
36.49'
L3
N 26'38'01" W
U
L4
N 44'16'37" W
30.13'
L5
N 28'02'29" W
34.81'
L6
N 15'39'03" W
26.14'
L7
N 17'45'20" W
j
L8
N 68'47'40" W
37.10'
L9
S 89'11'14" W
48.50'
LLI
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294.37' \\ ` \.\ 1 N42'22'01 "E 304.32'
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AREA 'X' HEREBY \, '?- LOT 55 1 n 0.973 AC.
ADDED TO EXISTING 20 ACSA SANITARY
OPEN SPACE B / SWM MAINTENANCE \\\ \ I
0.421 ACRES ACCESS EASEMENT � I SEWER EASEMENT
/ SEE SHE \1r_ \ \ CENTERED ON
Line Table
Line
Direction
Length
L1
N 37'26'10" W
34.69'
L2
N 14'38'30" E
36.49'
L3
N 26'38'01" W
55.65'
L4
N 44'16'37" W
30.13'
L5
N 28'02'29" W
34.81'
L6
N 15'39'03" W
26.14'
L7
N 17'45'20" W
93.66'
L8
N 68'47'40" W
37.10'
L9
S 89'11'14" W
48.50'
Line Table
Line
Direction
Length
L10
N 74'4532" W
76.25'
L11
N 56'08'46" E
140.55'
L12
S 75'04'57" E
26.81'
L13
N 75'04'57" W
19.98'
L14
S 14'53'45" W
18.99'
L15
N 75'04'57" W
4.16'
L16
S 56'08'46" W
135.98'
L17
S 16'54'46" E
15.68'
L18
S 04'24'07" E
16.24'
Line Table
Line
Direction
Length
L19
S 85'35'54' W
15.00'
L20
N 04'24'07" W
16.24'
L21
N 57'40'54" W
17.65'
L22
N 32'13'21" E
25,,90' `
L23
S 5746'39" E
20.63'
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ORIGINAL AREA: 5.329 AC. ~ - 1
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NEW AREA: AREA: 5.750 A� . \ 0 N41'08'16 "E 46.57'
219.72'
60 0 60 120 180 3 OF 7
SCALE: i " =60' DATE: AUGUST 5, 2015
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\, I 3$ 31 06 „ W 271 27
SWM EASEMENT / \�� \ I _ ------ - - - -,- W ,------- - - - - -- - - - - - - - __ _ -_ -_ ' ------ -�: �- -- - ; ° .. SHEET NO:
300.21
�. 1 - - S38'3106 _ �_==-- _-- - - - - --
(SEE SHEET V5) - - -- - _- ---_ -- ____ _ -_ _ r.. -. ... ... .._.... ___ ............... ,,�
EXISTING - -- - -- - _--- ________ ____ _ _ ____ _ _____ _ r �,V
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OPEN SPACE B -
/ \ _ ____________ EXISTING OPEN SPACE C _ _ -_ ._ _ ._.�._ __.T_�___
I �' y _ _ _ _ 5 7'46'33 "E - 4 \ °`�. V3
ORIGINAL AREA: 5.329 AC. ~ - 1
- �-r
NEW AREA: AREA: 5.750 A� . \ 0 N41'08'16 "E 46.57'
219.72'
60 0 60 120 180 3 OF 7
SCALE: i " =60' DATE: AUGUST 5, 2015
1
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SCALE: 1 " =60'
TMP 89 -73F7
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21190, No. 2492
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18.91' ACCESS Q m
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RESIDUE A W
54.956 AC. s�
C�.• -{'� .. -' .86 to
1
NEW C) w
c�, o
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_ 2.374 AC. o z
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L,71 ACCESS °?I. I °• '
EASEMENT I ' o
C�8 20' PUBLIC
DRAINAGE
ACCESS F S78'34'1 9 "W I ' _ - - " - -
_ EASEMENT � co
EASEMENT c>> 39.72' - -
• „W 656 4a °N5916'11 5 "W 1�1 • --'`.` _ C17
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--- EA EP;IENT ` T a
a 66.00 ..C1 .
DB 508 PG 503 _ •`"- - C13 w.,.- L= 15.81' Z C)
- ACSA WATER (TIE)
20' WATERLINE ° " - C16 LINE EASEMENT
EASEMENT \ - """ - C�� „
DB 2038 PG C27 -- ` ° - N82'16'58 "W 20.96'(TIE) C12 N30 43 45 E C2g _ C27
._
_ •- , 79.80' ,-
" \ ��� 6� ., S32'1248 "W
..,-- - •.-..- N30.45'45 ,. N88'S0 48 E 12.06 ,�- r--�
NEW -- " , _ - -. 89.60 � o
OPEN SPACE E .- -� "" - �� S25'51'15 "W E-
4.159 AC. S27'40'15 "W 72.80 �W
LOT 12 80.15' a o CYJ
o, LOT 42
-
0.979 AC. ��1�, 4��ti1 w 0.945 AC. z w
_- .-
...--- - `"'- ,_-- -- - -•°"_ ,�g� G�� 56 � 20' ACSA o,
SANITARY SEWER r^
EASEMENT (CALLS Q E
TO CENTER LINE) o > > m i--i
z \
J W W
o N23'49'43 "W co LOT 44 W w cn
�, ��'� , 1191' \ 0.988 AC. LOT 43 N N Q Q
10' PRIVATE `� �� N78'll'02 "W 1.334 AC. Z E-+
�� �° SANITARY SEWER rT 9s, ,� / /�'. w
LOT 11 LATERAL EASEMENT J 153.40 /
00 ,00� 1.099 AC. (CALLS TO CENTER (¶E) ' \\ w
N �o�h LINE) ����• \ /,, �j j� 96
1� S> • ' 20' PRIVATE 6¢�\ ,,.� / H _
cn
DRAINAGE � 111.94'
LOT 45 sue, EASEMENT (CALLS PROJECT N0: 13.0039
0.926 AC. �� TO CENTER LINE)
\i
15 1r(S� SHEET NO:
N o � X80. �� •• , � � 0� , �� S32 26 54� � �� ; .
20 ACSA
^�� ° LOT 10 SANITARY SEWER �9�, �. / � X19 \,•
�3 0.942 AC. EASEMENT (CALLS " >> / 11.1
TO CENTER LINE) 3, �� \ N73 31 42 E 333.32 Vol 5 20' ACSA SANITARY \` V4
\ \ SEWER EASEMENT
N S62S9s`�hw 1 IN \ LOT 46 a� �� ' (SEE SHEET V6)
288 ;° "� r, \. \. 0.980 AC. f o� / w 0 \ 4 OF 7
SHEET V4 ,"� 6� z /' \ \ / •� SHEET V4
SHEET V3 \ 166' / °� SHEET V3 DATE: AUGUST 5, 2015
Q2
C26
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C. N
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LOT 41 N
0.982 AC. W
/ S 20' q CS
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LINE)
O�
6�
e24
Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C39
191.28'
55.00'
199'15'37"
324.14'
108.45'
S 23'24'49" W
20' PRIVATE
DRAINAGE �' T". 7EASEMENT (CALLS o/
CENTER LINE)
�N11.2q�r - ,
61.22
S46'12'14 "E LOT 40 N l
87.74 1.082 AC. tw
(TIE) o j
LOT 39
165.15 jN 1.003 AC.
S32'26'54 "W I � I
111.94' /
30' ACCESS
APPROXIMATE LOCATION OF 211.80 1 � EASEMENT CENTERED
, /
ON PROPERTY LINE
100' STREAM BUFFER Ole
I
RESIDUE B
TMP 89 -7306
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613.64'
C18 NEW OPEN
SPACE F
t,6j20 (TIES
KENDRA STREET
C23 50' PUBLIC R/W
N 25 37 58 W
6.66'
S3759.00,,W ` ♦,
~ 805.45'(T) 209-40'
NEW 15' SWM \ I I
MAINTENANCE X22
ACCESS EASEMENT / N �.C10I b
(L18 -L23 & co
F
�. EC4 -EC13) /lo�G EC6 EC13
F CIO
i 55y , ----EC7 4
OPEN SPACE B �`9
N61'22'14 "E
63.85'
cp
CCL
EX. 10' NEW SWM
EASEMENT
ACCESS /
EASEMENTl \
N72'21'51 "W
'f ~ ,66.83'
=0
' N09'28'35 "W
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,,`0" 17.26'
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50.67'
/ DRAINAGE PHASE A \, 5
EASEMENT LOT 4
SWM MAINTENANCE 8c
ACCESS EASEMENT DETAIL
1
1
1
1
60 0 60 120 180
SCALE: 1"=60'
SOO
VA EX. ACCESS & GRADING
EASEMENT
VARIABLE WIDTH PUBLIC DB 4651 PG 41 `\
UTILITY EASEMENT " -
_ DB 4651 PG 41
N33'06'23 'E /
852.29'(x) _.._._._. �._.._ _.___._.. -..._.
C22
}
S65'54'21 "E -
M, 250.00'
M
LOT 38 10' ACCESS
/.W 0.995 AC. EASEMENT
0
o N66'46'30 "W__--,-
clo
61.31'
10' PRIVATE SEWER
LATER.AL EASEMENT
TN(0-3*48'13"W
180.19'
3144
' = ACCESS ES GT H
N47'02'27 "E 1219,10' MT.
64.61'
SANITARY AC SA
' X1305 2�' LENGTH
EASEMENT (SEE ' j ACCESS ESMT
SHEET V6)
Curve Table
i
i
i
Radius
i
Tangent
S3759.00,,W ` ♦,
~ 805.45'(T) 209-40'
NEW 15' SWM \ I I
MAINTENANCE X22
ACCESS EASEMENT / N �.C10I b
(L18 -L23 & co
F
�. EC4 -EC13) /lo�G EC6 EC13
F CIO
i 55y , ----EC7 4
OPEN SPACE B �`9
N61'22'14 "E
63.85'
cp
CCL
EX. 10' NEW SWM
EASEMENT
ACCESS /
EASEMENTl \
N72'21'51 "W
'f ~ ,66.83'
=0
' N09'28'35 "W
�,•.
,,`0" 17.26'
900
z .
�..5 \p ory O`ti S26'/ x'18 "W
c, .�
' ` .. 93 w
50.67'
/ DRAINAGE PHASE A \, 5
EASEMENT LOT 4
SWM MAINTENANCE 8c
ACCESS EASEMENT DETAIL
1
1
1
1
60 0 60 120 180
SCALE: 1"=60'
SOO
VA EX. ACCESS & GRADING
EASEMENT
VARIABLE WIDTH PUBLIC DB 4651 PG 41 `\
UTILITY EASEMENT " -
_ DB 4651 PG 41
N33'06'23 'E /
852.29'(x) _.._._._. �._.._ _.___._.. -..._.
C22
}
S65'54'21 "E -
M, 250.00'
M
LOT 38 10' ACCESS
/.W 0.995 AC. EASEMENT
0
o N66'46'30 "W__--,-
clo
61.31'
10' PRIVATE SEWER
LATER.AL EASEMENT
TN(0-3*48'13"W
180.19'
3144
' = ACCESS ES GT H
N47'02'27 "E 1219,10' MT.
64.61'
SANITARY AC SA
' X1305 2�' LENGTH
EASEMENT (SEE ' j ACCESS ESMT
SHEET V6)
Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C3
74.20'
3025.00'
1'24'19"
37.10'
74.20'
S 48'29'17" E
C4
134.66'
3025.00'
2'33'02"
67.34'
134.65'
S 46'30'36" E
C5
122.88'
3025.00'
2'19'39"
61.45'
122.87'
S 44'04'16" E
C6
137.99'
3025.00'
2'36'49"
69.01'
137.98'
S 41'36'02" E
C7
141.37'
3025.00'
2'40'39"
70.70'
141.35'
S 38'57'18" E
C8
119.85'
775.00'
8'51'38"
60.05'
119.73'
S 33'01'23" E
C9
125.26'
775.00'
9'15'37"
62.76'
125.12'
S 23'57'45" E
C10
155.10'
775.00'
11'28'00"
77.81'
154.84'
S 13'3557" E
C11
368.02'
775.00'
27'12'27"
187.55'
364.57'
S 05'44'17" W
C12
28.48'
19.04'
85'41'13"
17.66'
25.90'
S 2746'54" E
C13
8.56'
175.00'
248'06"
4.28'
8.56'
S 71'02'58" E
C14
83.38'
775.00'
6'09'52"
41.73'
83.34'
S 22'25'26" W
C15
94.49'
225.00'
24'03'43"
47.95'
93.80'
N 80'51'00" W
C16
27.14'
19.00'
81'50'10"
16.47'
24.89'
S 70'15'46" W
C17
410.52'
775.00'
30'20'59"
210.20'
405.74'
N 40'40'52" E
C18
824.60'
1175.00'
4012'34"
430.10'
807.78'
S 35'45'05" W
C19
232.13'
975.00'
13'38'29"
116.62'
231.59'
N 22'37'36" E
C20
147.20'
1225.00'
6'53'05"
73.69'
147.11'
N 19'14'55" E
238.65'
C19 6.64
L= 38.79' ,
C21 TIE C20
TEMPORARY TURNAROUND
__-------EASEMENT (SEE NOTE # 18)
\-C39 LOT 37
1.180 AC.
1..�.f N65'54'21 "W
.L 124.94'
S27'25'02 "W
I 9.65' (TIE TO
j ACCESS ESMT.) S23'24'33 "W 373.47'
- CENTERLINE OF
EASEMENT FROM
PROPERTY CORNER
10' ACCESS
EASEMENT CENTERED
ON PROPERTY LINE OPEN SPACE H
4.596 AC.
, ',-TH Op L
U KRISTOPHER C. WINTERS a
No. 2492
CEP 0 4 2015
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LOT 42
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LOT 41 / I i 250.00' \ \\ 124.94' S23 24 3g W w
0.982 AC. �� I' I LOT 38
LOT 43 -
1.334 AC. LOT 39 _
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-
Line
Direction
Length
LOT 40
j
L25
( 1.003 AC.
50.00'
!�
S 12'42'37" E
ADDITIONAL EASEMENT &
BOUNDARY INFORMATION
` t -
S 69'38'40" E
219.00'
L28
S 70'00'30" E
1.082 AC.
L29
j
309.19'
L30
N 69'24'23" E
92.91'
L31
S 52'20'27" E
296.21'
L32
N 79'29'42" E
216.35'
L33
S 8617'35" E
400.00'
L34
S 77'54'45" E
125.98'
OPEN SPACE H
N 66'45'49" E
317.55'
L36
S 78'26'48" E
114.84'
=L37
S 58'16'48" E
40.39'
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W
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Line Table
Line
Direction
Length
L24
S 67 00 22 , E
330.24 '
L25
S 78'16'48" E
50.00'
L26
S 12'42'37" E
74.84'
L27
S 69'38'40" E
219.00'
L28
S 70'00'30" E
400.00'
L29
N 42'28'20" E
309.19'
L30
N 69'24'23" E
92.91'
L31
S 52'20'27" E
296.21'
L32
N 79'29'42" E
216.35'
L33
S 8617'35" E
400.00'
L34
S 77'54'45" E
125.98'
L35
N 66'45'49" E
317.55'
L36
S 78'26'48" E
114.84'
=L37
S 58'16'48" E
40.39'
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SCALE: I"=100' DATE: AUGUST 5, 2015
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TMP 89 -73F5
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E: 11469469.25
TMP 89 -73F4
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DB 4153 PC 81
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LOT 11
LOT 10
LOT 9
LOT 8
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LOT 45
LOT 46
LOT 47
LOT 51
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LOT 52 N52 33'50~
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