HomeMy WebLinkAboutSUB201600078 Plat Final Plat 2016-05-18OWNERS APPROVAL
SURVEYOR'S CERTIFICATE
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS LOT 2. 9 & 12 TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE REQUIREMENTS AS SET
FOXCHASE LANDING IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE FORTH IN THE ORDINANCE FOR APPROVING SUBDIVISION PLATS FOR RECORDATION
DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY IN CHESTERFIELD COUNTY HAVE BEEN COMPLIED WITH. ALL MONUMENTWILL BE
SET WITHIN ONE (1) YEAR OF RECORDATION.
SOUTHERN CLASSIC INC.(: --AVID M1fCHEa----- V'
KARL T. LIPSCOMB, L. S
STATE OF VIRGI
•� 1 ,
GlT/ r0 NT '� l _________TO WlT.
1,y A NOTARY PUBLI IN A FOR T E COMMONWEALTHir
yaaoli1111110,/„',
A T p RAI r TA TE F VIRGINIA DO HEREBY CERTIFY THA T, ` y ___ _
WHOSE NAME IS SIGNED TO THE FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED 9'
NOTARY
THE SAME BEFORE ME IN MY STATE AFORESAI PuaLl TYPICAL EASEMENT UNLESS
20. OTHERWISE INDICATED FOR UTILITIES
r, DAY OF ____-, 20 pv CD#7013670
GI N 9
UNDER MY HAND THIS _ — mmisslo ON OR WITHIN 10' OF PRIVATE LOTS
N:
- 3 EXPIRES `r =
' l MY COMM/SS/ON EXP/R ' '; ��p'. 02128/2017 .' `_ ” �0� CENTER OF PIPE OR CENTER OF
2 P� DRAINAGE SWALE CHANNEL.
Q
TARP' PUBLIC
NqD 83 MANHOLE STORM STRUCTURE FIRE
EASEMENT NOTES """"" HYDRANT BLOW -OFF ASSEMBLY OR WATER
1. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY EASEMENT ALONG ALL PROPERTY LINES. METER ASSEMBLY.
2. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES
J. PRIVATE 10' SANITARY SEWER LATERAL EASEMENTS ARE TO BE CENTERED ON THE ASBUILT LOCATIONS OF THE LINES
4. 20' WATER, STORM, AND SANITARY SEWER EASEMENTS ARE TO BE CENTERED ON THE ASBUILT LOCATIONS OF THE LINES
5. TYPICAL EASEMENT (N.T.S.) GRAPHIC SCALE
6. COMMON AREAS/OPEN SPACES AND ROW'S ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE APPLICABLE,
BUT NOT TO THE EXCLUSION OF OTHER USES, AS PERMITTED BY SECTION 4.7 OF CHAPTER 18 OF THE ALBEMARLE COUNTY CODE. 60 0 30 60 120
7. THE SWM/BMP EASEMENT IS OWNED/MAINTAINED BY DEVELOPER AND/OR THE DEVELOPER'S ASSIGNS, REFERENCE D.B. 3298, PG. 123-126
FOR MAINTENANCE AGREEMENT
8. DRAINAGE EASEMENTS ARE OWNED/MAINTAINED BY DEVELOPER AND/OR THE DEVELOPER'S ASSIGNS, D.B. 3988, PG. 569-597 FOR CC&R.
9. LANDSCAPE EASEMENT ARE OWNED/MAINTAINED BY DEVELOPER AND/OR THE DEVELOPERS ASSIGNS, D.B. 3988, PG. 569-597 FOR CC&R ( IN FEET )
I inch = 60 ft.
OWNER. SOUTHERN CLASSIC INC.
DAVID MITCHELL
P.O. BOX 17664
RICHMOND VA. 23226
SOURCE OF TITLE. TM 56— 93C, D.B. 3293, PG. 176
MAGISTERIAL DISTRICT- WHITE HALL
DRAINAGE DISTRICT. SOUTH FORK RIVANNA RESERVIOR WATER SHED
ZONING DISTRICT- R1
SETBACK REQUIREMENTS: FRONT— 25'
SIDE— 15'
REAR— 20'
MAXIMUM STRUCTURE HEIGHT- 35'
• DENOTES IRON TO BE SET WI THIN
ONE YEAR OF RECORDATION
LOT 4
STEVEN AND JOAN BARTON
PARCEL ID: 05600-00-00-093D1
D.B. 4064 PG. 740
ALBEMARLE COUNTY
SERVICE AUTHORITY
24'X8' WATERLINE EASEMEN7\
INST #` 2011-00000895
D.B. 3988, PG 598 PLAT (601)
LOT 3
SOUTHERN CLASSIC, INC.
PARCEL ID: 05600-00-00-093C1
D.B. 3293 PG. 176
ALBEMARLE COUNTY SERVICE
AUTHORITY
20'X8' WATERLINE EASEMENT
INST # 2011-00000895 \
D.B. 3988, PG 598 PLAT (601)
S14 5fi 13"E 168.
\ N 3909020.41 �.
mrno
L=44.07'
R=140.00'
d=18 02'07"
TAN=22.22'
CHD= 43.89'
CHD BRG=S55 01;38"W
LOT 2
201.93' N14 56'13"W
RESIDUAL 1
DRAWN B Y.• SDF
LOT 5
DOUGLAS AND PATRICIA MONTY
PARCEL ID: 05600-00-00-093EO
D.B. 4638 PG. 467
CARLYLE PLAC
40' RIGHT OF WAY
STATE ROUTE 1854
OPEN SPACE
140l�,P / RESIDUAL 4 \ \
�{� //ALBEMARLE COUNTY SERVICE \ \
AUTHORITY
VARIABLE WIDTH WATER AND
Z�
ALBEMARLE COUNTY
SERVICE AUTHORITY
VARIABLE WIDTH WATER AND
SANITARY SEWER EASEMENT /
INST #• 2011-00000895 /
D.B. 3988, PG 598 PLAT (601) /
RESIDUAL 3
�I
SWM/BMP EASEMENT '
D.B. 3298, PG. 123-126
/ SANITARY SEWER EASEMENT P
/INST # 2011-00000895 /
D.B. 3988, PG 598 PLAT (601) l \
C\
\ 5q.3 /
\ / l VARIABLE WIDTH DRAINAGE
\ / / EASEMENT
D.B. 3988, PG 569-597
ALBEMARLE COUNTY SERVICE
AUTHORITY
16X8' WATERLINE EASEMENT
INST #• 2011-00000895
D.B. 3988, PG 598 PLAT (601)
N 3908784.37
RESIDUAL 4
N /� : N
/ 20' DRAINAGE EASEMENT
D.B. 3988, PG 569-597
/ l�l 3908624.30
RILEY WAY
40' PUBLIC RIGHT OF WAY
1 \
1 \
..LBEMARLE COUNTY \
SERVICE AUTHORITY \
20' SANITARY SEWER EASEMENT
INST #• 2011-00000895
D.B. 3988, PG 598 PLAT (601) /
N 3908385.37 /
E 11434455.05 /
20' RESTRICTED ACCESS —
& LANDSCAPING EASEMENT
D.B. 3988, PG. 598-602 c
LOT 11
SOUTHERN CLASSIC, INC.
PARCEL ID:
05600-00-00-093KO
D.B. 3293 PG. 176
CHECKED BY ENGINEER:
L_ 55_15' —
oib/��v TIE LINE
72.59' ���-
71E J 77E LINE
VARIABLE WIDTH SWM/BMP—
ACCESS EASEMENT
D.B. 3298, PG. 123-126
LOT 12
ALBEMARLE COUNTY SERVICE
AUTHORITY
VARIABLE WIDTH WATER AND
SANITARY SEWER EASEMENT
INST #• 2011-00000895
D.B. 3988, PG 598 PLAT (601)
112.17'
TIE LINE
95.83' N14*56'1
C!'LR,��'E.E
SITE
VICINITY MAP - "=2000'
NOTES
1. LOT 2, 9, & 12 AND RESIDUAL PARCEL CONTAINS A BUILDING SITE THAT
COMPLIES WITH SECTION 4.2.1 OF THE ALBERMARLE COUNTY ZONING
ORDINANCE
2. ONLY ONE DWELLING UNIT PER LOT
J. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER, AND ELECTRICITY
4. SUBJECT PROPERTIES APPEAR TO LIE IN FLOOD INSURANCE RATE MAP
ZONE X (AREAS OF MINIMAL FLOODING) AS SHOWN ON COMMUNITY PANEL
NUMBER 51003C 0245D 02/04/2005
5. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS
THA T WILL BE REQUIRED BY A. C. S. A. IN ORDER TO ASSUME THE
MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES. THESE EASEMENTS
WILL BE CENTERED ON THE FACILITIES WHEN CONSTRUCTED. APPROXIMATE
SANITARY SEWER EASEMENT LOCATIONS ARE SHOWN HEREON
6. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL BE
NECESSARY TO PROPERLY MAINTAIN ALL ROADS. TWENTY FOOT
EASEMENTS WILL BE CENTERED ON ALL DRAINAGE CULVERTS AND ALL
DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SUCH EASEMENTS SHALL
TERM/NATE AT NA TURAL WATER COURSES
7. COMMON AREAS/OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE
FOXCHASE LANDING HOMEOWNERS ASSOCIATION
8. COMMON AREAS/OPEN SPACES ARE RESERVED WITH PRIORITY FOR WATER
SANITARY AND STORM SEWER WHERE APPLICABLE. BUT NOT TO THE
EXCLUSION OF OTHER USES, AS PERMITTED BY SECTION 4.7 OF CHAPTER
18 OF THE ALBEMARLE COUNTY CODE.
9. THIS PARCEL IS WITHIN THE LICKINGHOLE CREEK WATER SUPPLY
WA TERSHED.
10.THE TREE CONSERVATION AREA AS SHOWN ON, THE LANDSCAPE AND
CONSERVATION PLAN, DATED MARCH 28, 2014 IS NOT TO BE DISTURBED
BY BUILDING SITE
11.THIS PARCEL IS NOT WITHIN AN AGRICULTURAL—FORESTAL DISTRICT
CURVE TABLE
CURVE
LENGTH
RADIUS
DEL TA
CHORD
CHORD BEARING
TANGENT
Cl
35.54'
160.00'
12 43'33"
35.46'
N0940'13"W
17.84'
C2
48.73'
45.00'
62 02'36"
46.38'
N14 59'17'E
27.06'
C3
14.71'
50.00'
16 51 '14"
14.65'
N74 53'30"W
Z41'
LOT TABLE
LOT
SQUARE FEET
ACREAGE
2
20,956
0.48
9
22,871
0.53
12
32,037
0.74
RESIDUAL
228,095
5.21
BOARD OF SUPERVISORS
3 n DESIGNATED AGENT
r .�A[f LT. LIPSCOi,'{
d j LIC. No. 3218
5 �
1-7 / i �y;jLOT ,2 9
1�'OXCHA,S1"r' L.�11V1�I.NG
� TYHIT�' HALL 11I,S''TRICT
ALB�'rL1ARL�' COUNTY, VfRGINIA
r— SCALE 1'-60' MA Y 17, 2016
Townes
SITE ENGINEERING
9850 LORI ROAD, SUITE 201
CHESTERFIELD, VIRGINIA 23832
PHONE.'(804) 748-9011 FAX. • (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 1 OF 1