HomeMy WebLinkAboutSUB201400073 PlatSTATEMENT OF CONSENT TO DIVISION.-
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND HEREIN TMP 55 -78
AND TMP 55 -78C IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES IF ANY.
(?"'Z' f //
JACKIE B. SHIFFLETT
NOTARY PUBLIC
THIS DAY OF
, 20 ZZ_
MY COMMISSION EXPIRES 7/ , ad;f
^i " %I" Tamara L. dryer
Comrnonwoalth of Virginia
Not Public
Commission No. 266808
My Ccrnmissicn Expires 3/31/2018
PARCEL DATA
LEGAL REFERENCE
TMP 55 -78
TMP 55 -78C
NOTES:
1. OWNER: JACKIE B. SHIFFLETT D.B. 1949 PG. 149 GPIN: 05500 -00 -00 -07800 IN PART
JACKIE B. SHIFFLETT D.B. 1949 PG. 149 GPIN: 05500- 00- 00 -078CO IN PART
2. ZONING: R -1
3. TOTAL LOTS: 6
4. SETBACKS: FRONT YARD (25'), SIDE YARD (15'), REAR YARD (20')
5. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT
6. DRAINAGE: CURB & CUTTER
7. DEVELOPER: OLD TRAIL CREEKSIDE IV, LLC
8. DENSITY: PLEASE SEE TABLE ON SHEET 3 FOR AREAS IN LOTS, OPEN SPACE, RIGHT
OF WAY, AND COMMON AREAS. THE TABLE ON SHEET 3 ALSO INCLUDES ALLOWABLE
AND PROPOSED DENSITY.
CLUSTER DEVELOPMENT IS ALLOWED WITH 25% OF LAND BEING WITHIN COMMON OPEN
SPACE
BONUS FACTORS:
5% DENSITY INCREASE IS ALLOWED FOR PROVISION OF STREET TREES
10% DENSITY INCREASE IS ALLOWED FOR USE OF INTERNAL ROAD SYSTEM
15% DENSITY INCREASE IS ALLOWED FOR DEDICATION OF OPEN SPACE LAND
TO PUBLIC USE
9. SEWER: ALBEMARLE COUNTY SYSTEM
10. WATER: ALBEMARLE COUNTY SYSTEM
11. THIS PROPERTY IS LOCATED IN THE LICKINGHOLE CREEK WATER SUPPLY PROTECTION
AREA.
12. THIS PROPERTY IS LOCATED WITHIN THE ALBEMARLE COUNTY WATER SUPPLY.
13. THIS PROPERTY IS LOCATED IN ZONE 'X' AS SHOWN ON THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NUMBERS 51003CO228D & 51003CO229D,
DATED 2 -4 -2005.
14. DURING THE PROCESS OF OUR PHYSICAL PERIMETER SURVEY NO INDICATION OF A
CEMETERY WAS FOUND. NO FURTHER INSPECTION OF THIS PROPERTY HAS BEEN MADE
FOR POSSIBLE CEMETERIES.
15. IRON RODS WILL BE SET AT ALL CORNERS (5/8" DIAMETER)
16. ALL LOTS BEING CREATED ON THIS PLAT CONTAIN A 6800 S.F. BUILDING SITE AS
REQUIRED BY SECTION 18.4.2.1 OF THE ZONING ORDINANCE.
17. ALL PROPOSED UTILITY, DRAINAGE AND SLOPE EASEMENTS SHOWN HEREON ARE
DEDICATED FOR PUBLIC USE.
18. ALL WATER AND SEWER EASEMENTS TO BE CENTERED ON AS -BUILT LOCATIONS.
19. STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
20. NO TREES IN THE TREE PRESERVATION AREA WILL BE REMOVED.
21. ALL OPEN SPACE AREAS ARE HEREBY DEDICATED TO PUBLIC USE.
22. ALL STREETS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE.
23. ALL WATER AND SEWER EASEMENTS SHALL BE DEDICATED TO ALBEMARLE COUNTY
SERVICE AUTHORITY.
S'OUWCE OF TZ77ZE
THE PROPERTY EMBRACED WITHIN THE LIMITS OF THIS SUBDIVISION WAS
CONVEYED AS FOLLOWS:
TO JACKIE B. SHIFFLETT BY DEED FROM MARY M. SHIFFLETT BY DEED
DATED AUGUST 23, 2000 AND RECORDED AUGUST 24, 2000 IN DEED BOOK
1949 PAGE 149
ALL AS RECORDED IN THE CLERK'S OFFICE, CIRCUIT COURT, ALBEMARLE
COUNTY, VIRGINIA.
Op,O
SIT
UPPER BALLA
FIELD
CROZET
91 r CREEKSIDE
OLD TRAIL
DRI VE
TYPICAL BUILDING SITE.
15'
'i -1
40'
0
Ln
20' E _I -25
15'
S
00 /FIH OAP
-n1RNPIKE 250
VICINITY A4P
SCALE 1 " = 2000'
BALLARD
FIELD
cRFFk
�!N
T
0
S�A6ANcN
8 BROWNSV
?� E. S.
HENLEY
v4%PAS
444040#000 OF 0Ooi
0'
Z
•�
� �� ? 41P LL_ .C) •
�C) C. STEVE GARRETT .•
Lic. No. 2025
Ar
`0 000 11140 %�`
DATE: APRIL 28, 2014
DATE: JUNE 19, 2014
DATE: JULY 30, 2014
DATE: AUGUST 9, 2014
AGENT FOR THE BOARD OF SUPERVISORS
CREEKSIDE III
PHASE 11 I B
WHITE HALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1 " = 50'
DATE: APRIL 28, 2014
SHEET 1 OF 3
11,
DATE
COMMONWEALTH
LAND 49�
SURVEYING, LLC.
1484 GREENBRIER PLACE
CHARLOTTESVILLE VIRGINIA 22901
PH: 434-973-0513
I soon I I � I I "
I I
JACKIE B. SHIFFLETT
MATCHLINE - SEE THIS
SHEET r� J`6
D.B. 1949 PG. 149
31,
/�,
WILLIAM M
ANDREWS
GPIN: 05500- 00- 00 -078CO
/(OVERALL
JACKIE B. SHIFFLETT
, j
D.B. 1949
PG. 283
EXISTING METAL 2.00 + /- ACRES
6
GPIN: 05500 -00 -00 -07800 IN PART �'�' 1'
2 o
GPIN:
COMBINED 0.12 CREEKSIDE III PHASE IIIB -2.12± COMBINED AREA
BARN STRUCTURE ( )-
CKIE B. SHIFFLETT ~
(OVERALL ACREAGE 36.067 PER D.B. 3213 PG. 29)
2h �jF
\
05500 -00
-00 -7880
05500 -00 -00 -07800 IN PART
LESS 6.199 (CREEKSIDE III PHASE IQ= 29.888 REMAINING
NOTE: THE AREA ON THIS PLAT DESIGNATED AS
EAGE 36.067 PER D.B. 3213 PG. 29)
LESS 1.417± (CREEKSIDE PHASE 118 -1)= 28.451± REMAINING
LESS 2.531 CREEKSIDE PHASE IIB -II)= 25.92± REMAINING
OPEN SPACE I/
ACRES v?
20 SANITARY
BOUNDARY LINE ADJUSTMENT: A TEMPORARY TURNAROUND WILL BE
IN
LESS 6.199 (CREEKSIDE III PHASE 11)= 29.868 REMAINING .
LESS 1.4171 (CREEKSIDE PHASE IIB -I)= 28.451± REMAINING
LESS 5.98± CREEKSIDE PHASE IIC)= 19.94± REMAINING
0.267 j
SEWER ESM'T
�� O�
PROPERTY TO BE COMBINED WITH CONSTRUCTED AND USED AS OTHER STREETS
LESS 2.53± (CREEKSIDE PHASE IIB -II)= 25.92± REMAINING \
LESS 3.341 CREEKSIDE PHASE IIIA) = 16.60± REMAINING
LESS 444± (CREEKSIDE PHASE IIIB =1218± REMAININ
-
D B 4472 P 138
3
GPIN: 05500- 00- 00 -078C0 THE SUBDIVISION UNTIL JACKSON LANE IS
f�'
LESS 5.98± (CREEKSIDE PHASE IIC)= 19.94± REMAINING
0 0.120 ACRES EXTENDED TO JARMANS GAP ROAD Al WHICH LESS 3.34± c
LESS 0.12±(TRANSFER TO TMP55- 78C)= 12.04± REMAI p�v p, ( ) CREEKSIDE PHASE IIIA) = 16.60± REMAINING
TIME THE LAND IN THE TEMPORARY LESS 3.71± (CREEKSIDE PHASE IIIB) = 12.89± REMAINING
VARIABLE WIDTH Gj'� 6`S° �-N24° 59' 24'E TURNAROUND AREA WILL BE ABANDONED FOR LESS 4.44± (CREEKSIDE PHASE IIIB) = 12.16± REMAINING
20' SANITARY O 20,00' STREET PURPOSES AND WILL REVERT TO LESS 0.12±(TRANSFER TO TMP55 -78C)= 12.04± REMAINING
D.B.
UTILITY
4382 PG. ESM'T 302 SEWER ESM'T �2�,�tkn'� 600 -'SO, " J'6 \�6s° WITH ISPECIFICOPROV PROVISIONS IN THEIR RESPECTIVE M T NOTES
7.5;
5'\
ROD /F
D.B. 4382 PG. 302
e 4- S66° 26' 30 W S° 00, SOD DEEDS. A
ROD /F 6. 10' SIDEWALK EASEMENT
7 20,795 SQ. FT. / OPEN SPACE HEREBY 9��96'. F j PROPOSED 20' OFFSITE HEREBY CONVEYED TO OLD TRAIL
VARIABLE WIDTH S89° DEDICATED TO ALBEMARLE COMMUNITY ASSOCIATION, INC.
-� � TEMPORARY CONSTRUCTION
DRAINAGE ESM'T / / `� p4" COUNTY (0.295 ACRES) r'O �9 VARIABLE WIDTH DRAINAGE
D.B. 4472 PG. 138 / / / ` - _ 18 �9 W 186 66 �2 �A9 �O EASEMENT O EASEMENT "HEREBY DEDICATED
?9, " S ° TO PUBLIC USE"
/ 7 S65 00 42'E
40,39' 20' WIDTH WATERLINE EASEMENT
L26 LOT 48 / / / // 10' PRIVATE 4< �b \ S659 00' 42'E O TO BE DEDICATED TO ACSA
/ ANITARY SEWER ESM'T �� 17."7 35,12' O 20 SANITARY SEWER EASEMENT
D.B. 4472 PG. 138 Cl N� J p 4 TO BE DEDICATED TO ACSA
C VARIABLE WIDTH I/ / 10 WIDTH " �v N 3912916.66
~�2A DRAINAGE ESM'T Al / I ROD 12.5 SIDEWALK EASEMENT
LOT 47 SIDEWALK ESM T J� titi E 11420180.32
D.B. 4472 PG. 138 / D.B. 4472 PG. 138 HEREBY CONVEYED TO OLD TRAIL
12.5 WIDTH q �o �' p 7.73' COMMUNITY ASSOCIATION, INC.
LOT 46 0 y � VARIABLE WIDTH LANDSCAPE &
SIDEWALK ESM T °1%0 ` �2 ti~�s� s83 O SIDEWALK EASEMENT HEREBY CONVEYED
1' / D.B. 4472 PG. 138 OLD TRAIL �` o �AQ,
�C' / // CREEKSIDE III PHASE IIIA 1� �� �S, TO OLD TRAIL COMMUNITY ASSOCIATION, IN .
D.B. 4472 PG. 138 `v� 0��1 ° o °1�w�� �s III6 �'�. ?o O VARIABLE WIDTH GRADING & TEMPORARY
�� G, 1 of ) TURN - AROUND EASEMENT
p ST'l� - / VARIABLE WIDTH O ti 7 N
VARIABLE WIDTH B 43840, �' �j> DRAINAGE ESM T �ryh ��Q / 5 6 g° �S 8 VARIABLE WIDTH SIGHT DISTANCE
2 p bl'j �-- ..... D.B. 4472 PG. 138 / �- a O EASEMENT
UTILITY ESM'T 03 ` ° / .?4''` 2s. LOT45
D.B. 4382 PG. 302 �2 -- ' �,'` q� 20,133 SQ. FT.
N� '• 110
c'8 OPEN SPACE HEREBY
LOT 16 - `�- e. \ �' 0 6
�. �3, / f +�f� L10 A3 SS, DEDICATED TO ALBEMARLE
/ i�,► �� '00'. °5 /VARIABLE WIDTH /�� �� �� COUNTY (0.091 ACRES)
DRAINAGE ESM'T YIMIN OR HONG ZHU WU
i-�l � � ~ •mil � c.,"' I/ �D G / / // \ � �S
13.80' B. 4472 P 138 /1�` /n�lO �98��j" D.B. 3982 PG. 743
��� OLD TRAIL 10' PRIVATE '` 4 F GPIN: 05500-00-00-07700
o C OLD
III PHASE 1 / DRAINAGE ESM'T � ��- p(� �Sl �'l $ C1I 5 '�
J / �'-r / e 40 • 2 `' LOT44 12.00'
D.B. 4382 PG. 30?� / D.B. 4472 PG. 138 / / -- 44>2 R17w f'O�� C2p __/ 21,360 SQ. FT.
OLD TRAIL _ �� PG 138 c`�?� ROD /FN 3912839.72
/ LOT 37 / / CREEKSIDE III PHASE IIIA e�S 25.81 S S C21 /
JACKIE B. SHIFFLETT D.B. 4472 PG. 138 c ?� C7 L11� ROD E 11420456.33
D.B. 1949 PG. 149` c14 v C6 7.98' 12.52' \ 1' o9 33 "E 8.19'
GPIN: 05500 -00 -00 -07800 / C13 jRCj 0010 HILL C8 N58 2A
3 10 WIDTH HEREBY DEDICATED 2
IN PART S76° 07' 36'x,/ N89° 29, v SIDEWALK ESM'T TO PUBLIC USE -�
60'73 0 " / C24 JAMES R. JACKSON JR.
-�1 W IS LOT 39 M Q D.B. 4472 PG. 138 C23 C12 (40' R /W) / D.B. 3879 PG. 408
3 1'S8' o , 4 .25' ' GPIN: 05500- 00- 00- 077A1O
8.1
CD C22F
b / 20.49 8.13' C9
• ^. / / \ � / � 00 111111 ++���
�o LOT 40 ^ / c11 6.30' 12.04' o LOT43 / �`O `��t�p�� H of ��0
20,016 SQ. FT./ ^ti`s JJ��ARIABLE WIDTH\ \ C10 20,000 SQ. FT. ��rL o�� ,per
q d��WATERLINE ESM'T \ / 2� +� ?
D.B. 4472 PG. 138 jR�� / 2� =o y I�lOai�ry
Cb o ,� ! / _ �, \ ` C. STEVE GARRETT t
OPEN SPACE HEREBY '�°` �� l LOT4> v/ �` ° `��i� Lic. No. 2025 DATE: APRIL 28, 2014 Iff
Iv DEDICATED TO ALBEMARLE ~ N 3912493.51 / 20,007 SQ. FT./ v /,�v 1 `S6'° j� ti1O Al Q ��` DATE: JUNE 19, 2014
o�v E 11420000.81/ co �? iy
v � f COUNTY (0.850 ACRES) % N / / / \ szj A9 j SURV�,o� DATE: JULY 30, 2014
o + °' RoD Ss° 8"\ / 1 ^ ��-� v ++ + + + +11� DATE: AUGUST 9, 2014
/F s8 189, 31 E L13 ` � j LOT42
• 4�' 46 5.90' = / 4 20,024 SQ. FT. CREEKSIDE III COMMONWEMTH
�' 3s. ROD /F
43 ROD /F PHASE 111 13
MATCHLINE - SEE THIS SHEET f 1$� S v / WHITE LAND
ITEHALL
991 3 "w RoO� /t \ / oa ALBEMARLE COUNTY, VIRGINIA
JACKIE B. SHIFFLETT p� 4c' "E ° �2�° j�,O LOT 33 LOT 32 ROD /F �.��. o1
GPIN: 05500 -00 -00 -07800 IN PART �• 's1' N SURVEYING uc.
(OVERALL ACREAGE 36.067 PER D.B. 3213 PG. 29) h j' 14.28 '°-. 89° S6 �� SCALE: 1 " = 50' y
LESS 6.199 (CREEKSIDE III PHASE 11)= 29.868 REMAINING �2 F S88° 38' 10 "W 20' SANITARY Is, 17 1484 GREENBRIER PLACE
LESS 1.417± (CREEKSIDE PHASE IIB -I)= 28.451± REMAINING OPEN SPACE j9 ,, E' \ N 3912498.43 DATE: APRIL 28, 2014
4sES'5 2.53± (CREEKSIDE PHASE IIB -II)= 25.921 REMAINING u? 20 16.67 SEWER ESM'T 61,E E 11420355.09 CHARLOTTESVILLE VIRGINIA 22901
LESS 5.98± CREEKSIDIE PHASE IIC)= 19.94± REMAINING 0.267 ACRES j0, D.B.4219 PG.587 3
LESS 3.34± (CREEKSIDE PHASE IIIA) = 16.60± REMAINING SE S89' 15 17 W D.B.4221 PG.653 �. ROD�F SHEET 2 OF 3 PH: 434 - 973 -0513
LESS 4441 E IOE IiA 19 = 2.16± REMAININ
NAME OF PLAT
D.B. /PG.
CREEKSIDE PRELIMINARY PLAT
N/A
CREEKSIDE I PLAT
TOTAL PLATTED
OPEN SPACE REPLATTED IN
CREEKSIDE II FROM CREEKSIDE I
NET TOTAL
3191/130
ACREAGES
7.364 25.9%
OPEN SPACE /COMMON
CREEKSIDE II PLAT
TOTAL PLATTED
3587/482
ACREAGE
CREEKSIDE III - PHASE 2
PLAT (PROPOSED)
TOTAL PLATTED
OPEN SPACE REPLATTED FROM
CREEKSIDE II
NET TOTAL
N/A
S05'17'10 "W
DENSITY OF
L5
CREEKSIDE III - PHASE 2B -1
4236/712
CREEKSIDE III - PHASE 2B -2
N/A
CREEKSIDE III - PHASE 2C
N/A
CREEKSIDE III - PHASE 3A
PLAT
N/A
CREEKSIDE III - PHASE 3B
PLAT (PROPOSED)
N/A
REMAINING DEVELOPMENT
AVAILABLE IN CREEKSIDE
RESIDUE TMP 55 -78
PORTION OUTSIDE
CREEKSIDE PRELIM.
SUBDIVISION LIMITS
N/A
N72 °59'50 "W
SPACE
PORTION TRANSFERRED TO
TMP 55 -78C
ACREAGE
NET TOTAL
OF LOTS
RESERVED
DEDICATED FUTURE SUM OF
R/W R/W AREAS
6.28 75.36
28.461
LINE
35
LENGTH
1.23
N05'17'10 "E
ACREAGES
7.364 25.9%
OPEN SPACE /COMMON
OPEN SPACE /COMMON
3.68
ACREAGE
28.461
-1.117
S05'17'10 "W
DENSITY OF
L5
N80'02'15 "W
AREA - CURRENT PLAT
AREA - CUMULATIVE
DEDICATED OPEN
OF
CUMULATIVE
# OF LOTS
CUMULATIVE #
THIS PLAT
CUMULATIVE
ACREAGE
L9
N72 °59'50 "W
SPACE
PLAT(AC)
ACREAGE
CURRENT PLAT
OF LOTS
(DUA)
DENSITY (DUA)
OF LOTS
AC %
AC %
AC %
76.54
7.08'
96
N59'06'51 "W
11.26(APPROVED)
L15
47.98
1 21.1 27.6%
L16
N17 °00'10 "E
RESERVED
DEDICATED FUTURE SUM OF
R/W R/W AREAS
6.28 75.36
28.461
LINE
35
LENGTH
1.23
N05'17'10 "E
17.243
7.364 25.9%
S09 °20'23 "W
7.364 25.9%
3.68
0.174
28.461
-1.117
S05'17'10 "W
123.81'
L5
N80'02'15 "W
44.08'
L6
-1.117
40.00'
-1.117
N05'17'10 "E
19.54'
L8
27.344
27.344
L9
N72 °59'50 "W
1.28
1.28
S1 3'36'53 "W
6.247 22.8%
6.247 22.8%
6.247 22.8%
14.19'
L12
27.344
20.00'
L13
S09'20'23 "W
7.08'
L14
N59'06'51 "W
29.65'
L15
N59'06'51 "W
28.41'
L16
N17 °00'10 "E
52.18'
15.327
42.671
19
54
1.24
1.27
9.194
5.27± 34.4%
11.517 27.0%
5,27± 34.4%
0.864
25.45'
15.327
11.468
C13
880.00'
22.25'
N80'09'25 "W
22.25'
C14
8.150 71.1%
15.96'
6.772 59.1%
15.96'
C15
880.00'
Wipz:
0.
1.417
2.52±
5.98±
4.44±
12.16±
-2.23
-0.12
9.81±
LINE TABLE
LINE
BEARING
LENGTH
L1
N05'17'10 "E
136.66'
L2
S09 °20'23 "W
10.35'
L3
S80'39'37 "E
19.32'
L4
S05'17'10 "W
123.81'
L5
N80'02'15 "W
44.08'
L6
S09'07'1 7 "W
40.00'
L7
N05'17'10 "E
19.54'
L8
N13'36'53 "W
142.49'
L9
N72 °59'50 "W
25.00'
L10
S1 3'36'53 "W
140.35'
L11
S05'17'10 "W
14.19'
L12
S31 °52'14 "W
20.00'
L13
S09'20'23 "W
7.08'
L14
N59'06'51 "W
29.65'
L15
N59'06'51 "W
28.41'
L16
N17 °00'10 "E
52.18'
L17
N72'59'50 "W
32.50'
L18
NJ 7-00'.36"E
4.38'
48.87
6
60
0.97
1.23
2.914
50.287
2
62
1.41
1.23
0.970
52.81±
4
66
1.58
1.25
1.918
58.79±
6
72
1.00
1.22
2.836
62.13±
6
78
1.80
1.26
2.77
66.57±
6
84
1.35
1.26
2.80
76.5± 1 12
LINE TABLE
LINE
BEARING
LENGTH
L19
N09'57'51 "E
6.20'
L20
N80'02'09 "W
9.80'
L21
N17'00'1 WE
40.41'
L22
S72'59'50 "E
30.00'
L23
N17'00'1 WE
66.30'
L24
N70'31'15 "W
66.90'
L25
S65'00'36 "E
42.92'
L26
S17'00'10 "W
67.92'
1.25
-5.269
CURVE
RADIUS
LENGTH
2.881
46.5%
14.398
29.5%
0
0%
14.398
28.6%
0.60±
23.8%
15.00±
28.6%
2.54±
42.5%
17.54±
29.8%
0.27±
8.08%
17.81±
28.7%
1.24±
27.19%
19.05±
28.6%
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
Cl
480.00'
45.20'
S14'18'21 "W
45.19'
C2
920.00'
27.2.2'
'380'02'09 "E
27.22'
C3
480.00'
23.15'
S10'13,31 "W
23.15'
C4
25.00'
39.61'
S36'32'39 "E
35.59'
C5
920.00'
16.91'
S81'24'1 9"E
16.91'
C6
25.00'
23.30'
N74'07'08 "E
22.46'
C7
55.00'
33.11'
N64'39'56 "E
32.61'
C8
55.00'
68.37'
S62 °28'37 "E
64.06'
C9
55.00'
57.84'
S03'15'47 "W
55.21'
C10
55.00'
53.44'
S61 *13'23 "W
51.36'
C11
55.00'
67.04'
N56'01'32 "W
62.96'
C12
25.00'
25.45'
N50 °16'09 "W
24.36'
C13
880.00'
22.25'
N80'09'25 "W
22.25'
C14
880.00'
15.96'
N81'23'40 "W
15.96'
C15
880.00'
113.28'
N85'36'20 "W
113.20'
C16
20.00'
31.42'
S27 °59'50 "E
28.28'
C18
1 467.50'
1 69.17'
S1 2'45'52 "W
69.10'
C19
1 10.00'
L 15.82'
S36'46'47 "E
14.22'
-5.269
1.503 24.2%
0.404
0.447
0.60± 24.2%
CURVE
2.54± 42.5%
0.606
0.27± 8.08%
0.30
1.24± 27.19%
0.40
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
C20
932.50'
49.05'
S80'30'07 "E
51.55'
C21
10.00'
9.291'
N74'28'36 "E
8.96'
C22
65.00'
330.15'
S1 3'22'54 "W
73.61'
C23
15.00'
15.27'
N50'1 6'08"W
14.62'
C24
870.00'
22.00'
N80'09'1 5 "W
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520.00'
48.97'
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48.95'
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C. STEVE GARRETT •
Lic. No. 2025
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DATE:
APRIL 28, 2014
DATE:
JUNE 19, 2014
DATE:
JULY 30, 2014
DATE: AUGUST 9 2014
CREEKSIDE III COMMONWEALTH
PHASE IIIB
WHITE HALL DISTRICT LAND
ALBEMARLE COUNTY VIRGINIA 4
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SCALE. 1 50
1484 GREENBRIER PLACE
DATE: APRIL 28, 2014 CHARLOTTESVILLE VIRGINIA 22901
SHEET 3 OF 3 PH: 434 - 973 -0513