HomeMy WebLinkAboutSUB202000212 Plat - Revision 2020-12-17 (2)r/
/i'Z�
//
// / ///// / /
r RSIbU TMP, 78A-1, / / // - / / / / // /
�78A-8-2982 = �/ j/ // / ��o //� // //� // �/% // �// //j / /// /- ASHCROFT PHASE 2, LOT 146
ASHCROFT WEST / / / i -$ // /i/ //// //%/ / / / / // / / /� -N/F BROCK, CHARLES E. & REBECCA R FOX
_ - OPEN SPACE B - �/ / i / / /%�/� $°�/� //i' /i i z '/Y �' '/ -'/ DB 4565 641
- � - N/F ASHCROFT - / / / / '� '/ // // %// / /// 'S38'21'40°E 619.8s'(T), / /� i � -
�/ 11o.oa' // //° / / n5.00'� // // // / /// / // / / /�s4ss'" - _ _ ,- (TAP )
- - WEST, LLC /� /� / o / / / / /
DB 4180 1.47 - / / / / / / / - -
_ - / / / / o / / --
/� o
�' // '� / /i i //j i / V ' /� �'// // /' / // / _ / / / / CRITICAL SLOPES /
� � / / -PER GIS (TYP)
1 \
LI
_ //
M6 N j/j/ // �// // // /i /off% j j//// / ///// j/ //// ,LOT 146A�//
- �IN v / // // / // /� / / i// 1.491
Cs�
-4-\N
LAD EW 10'
_ ATERLINE
-LOT 150/ Y /// // /' ' / \ / 41"W
// 1v24 00,
�- = 1.416 AC. / / / / / / / / /LOT 149 / /� / / 363 I \ I / LOT T 18 6 \ \ \
O / / / / / 68 % n / \
o ---- // / / I 1.345AC.
------ F c///
----- _ LIMITS OF
CDDRAINFIELD (TYP.)
�
LOT 147
z - �`^ /� // i/ ��0 1.087AC. ^ \
- - - - - - kL ICOT@D� \-LO
----- - - - - -- __I // �!' I//' /
MF 2.26' / / �� �l�w � \
---------OF LINE I �/ / / / / I // / , / ACSA WATERLINE
20DRAINAGE EASEMENT ESMT. / / '��w
_-------------- B4180PG147 // // II II I / ,y7scr 474 P 64
(ASHCROFT NEIGHBORHOOD
- - - ASSOCIATION
/�1.07 �18�
- _ UILDI I / 1 \ o I \ 1 P\ \ \ \ o I
_ ON LINE TYP. HATCH)
LOT 148 / / / ARV
.085 AC.
' \ NEW ' I I \ I \ \ ' � � / / //
NEW 10 / / /
10 ACSA \ I \ / Cs �T 184
EASEMENT_ 1 / WATERLINE ESMT. I \ II \ o�
\ DB 4745 PG4 \ +�_ _ - 3g0
20
wA
wACS
wAlERL E- S EM M
v
402� . v v
v v EAST. W�TYP.)�
�. FH -- - PC 7 w\ N221p275'
3
434
w118.5g T\�\ --\ �� C/ ."� - LOT 183
_ �) _
I I TMP 78A-8-178 w\»
N/F KARLS, CHRISTOPHER D. \ _ \\w L
OR HELEN C. BURCH LOT 182
DB 4352 PG 528
TRAIL
- - - - - _ SUMMIT RIDGE EASEMENT _� \ \ \ /'
ESIDUE TMP 78A 1-�,\ 50, PRIVATE STREPG 718 \\\ \-A-
R-
259. 654 AC. DB 4�28
m
SCALE: 1
0 40 80 120IS PIN SET
LEGEND
G9
BSL BUILDING SETBACK LINE
IF IRON PIN FOUND
ARV AIRNRELEASE WALVE
FH FIRE HYDRANT
MF MONUMENT FOUND
WM WATER METER
WV WATER VALVE
-W- WATER LINE
/
Darden
Towe `
Park
oht
r� o� Pkv�1'�
IJ
3effe��' LQ
pe�et
VICINITY MAP
SCALE: 1 "=2000'
�Y��!Y�►�►!L�►di�1[il,��►YY�1�1
THE LAND SHOWN WAS OBTAINED BY
LIBERTY LAND LTD. AS RECORDED IN DEED
BOOK 4745 PAGE 648, AND TO THE BEST
OF MY KNOWLEDGE MEETS ALL THE
REQUIREMENTS REGARDING THE PLATTING
OF SUBDIVISIONS.
11I
AREA OF
SUBDIVISION
`1
TMP 78A-1
i,
1i'Ihsens Mountain R ct��'
.e
'
Richmond
OWNER INFORMATION
LIBERTY LAND, LTD.
C/0 RICHARD L. BEYER
660 HUNTERS PL #101
CHARLOTTESVILLE VA, 22901
R
AREA CALCULATIONS
ORIGINAL TMP 78A-1- 266.078 AC.
NEW LOTS PHASE 2 SEC. 9 - 6.424 AC.
RESIDUE TMP 78A-1- 259.654 AC.
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. THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN.
3. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FORA 100 YEAR
FLOOD AS SHOWN ON FEMA MAP NO 51003CO295D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION
STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
4. THIS PARCEL DOES NOT LIE WITHIN AN AGRICULTURAL /FORESTAL DISTRICT.
5. THIS SUBDIVISION IS LOCATED IN THE MIDDLE RIVANNA RIVER WATERSHED. THIS PARCEL IS NOT WITHIN A WATER SUPPLY
PROTECTION AREA.
6. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
7. THIS SUBDIVISION IS ZONED PRO AND IS SUBJECT TO PROFFERS: ZMA-1979-00006, ZMA-1980-00003 &ZMA-1990-00022 .
8. THE SETBACKS FOR THE PROPERTY ARE AS FOLLOWS:
FRONT - 15'
SIDE - 15.5'
REAR - 15.5'
FROM R/W - 25'
9. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE
HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE.
10. 20' DRAINAGE AND UTILITY EASEMENTS TO BE CENTERED ON ALL LOT BOUNDARIES.
11. THE NEW LOTS CREATED WITH THIS SUBDIVISION SHALL BE SERVED BY PUBLIC WATER AND PRIVATE SEPTIC FIELDS. THE SEPTIC
SETBACK IS 100' FROM ALL STREAMS. THERE ARE NO STREAM BUFFERS WITHIN THIS AREA PER MAPS SHOWN ON THE COUNTY
OF ALBEMARLE GIS WEBSITE. THE 20' WATERLINE EASEMENT ALONG SUMMIT RIDGE TRAIL HAS BEEN DEDICATED TO THE
ALBEMARLE COUNTY SERVICE AUTHORITY FOR USE AS A UTILITY EASEMENT TO SERVICE THESE LOTS AT DB 4028 PG 721.
12. LAND USE: 6.424 AC. FOR (5) SINGLE FAMILY RESIDENCES. DENSITY = 1 DU/1.285 AC.
13. THIS PROPERTY IS SUBJECT TO THE COVENANTS AND RESTRICTIONS LISTED IN DB 693 PG 780 AMENDED BY DB 765 PG 253, DB
2568 PG121 AND DB 3368 PG 276. PER ARTICLE IV SECTIONS 4.01 & 4.03 THE ASSOCIATION SHALL BE RESPONSIBLE FOR THE
EXCLUSIVE MANAGEMENT, MAINTENANCE, OPERATION AND CONTROL OF THE STREETS, DRAINAGE FACILITIES AND SYSTEMS, COMMON
AREAS AND ALL IMPROVEMENTS THEREON. THE ASSOCIATION RESERVES THE RIGHT TO GRANT EASEMENTS OVER THE COMMON
AREAS TO THE OWNER(S) OF ADJOINING LOTS FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING SEPTIC DISPOSAL
SYSTEMS SERVING IMPROVEMENTS CONSTRUCTED ON SUCH LOTS. PER ARTICLE VIII, SECTION 8.01 THE DEVELOPER RESERVES FOR
ITSELF, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL AND ALIENABLE EASEMENT AND RIGHT OF WAY OF 10' IN WIDTH IN THE
PROXIMITY OF THE FRONT AND BOTH SIDE LINES OF EACH LOT AND 15' IN WIDTH IN THE PROXIMITY OF THE REAR LINE OF EACH
LOT FOR THE INSTALLATION, MAINTENANCE, INSPECTION, REPLACEMENT AND REPAIR OF UNDERGROUND ELECTRICAL, TELEPHONE,
WATER, SEWER, GAS, TELEVISION, AND DRAINAGE LINES, FACILITIES AND EQUIPMENT. THESE EASEMENTS SHALL INCLUDE THE RIGHT
OF INGRESS AND EGRESS, THE RIGHT TO CUT TREES, BRUSH AND SHRUBBERY, THE RIGHT TO GRADE THE SOIL, AND THE RIGHT TO
TAKE OTHER REASONABLE ACTION NECESSARY TO PROVIDE ECONOMICAL AND SAFE UTILITY AND DRAINAGE FACILITIES.
14. ACCORDING TO DB 3791 PG 537 ZMA 80-03 PROVIDES FOR 228 LOTS IN ASHCROFT. CURRENTLY THERE ARE 102 LOTS IN PHASE
I, AND 38 LOTS IN PHASE II. WITH THE RECORDATION OF THIS PLAT, THE TOTAL NUMBER OF LOTS WILL BE 145.
15. SEE CHART BELOW FOR OPEN SPACE AREA DEDICATED TO DATE.
16. THESE LOTS ARE SERVED BY PUBLIC WATER SYSTEM. UNDER CURRENT COUNTY POLICY, PUBLIC SEWER SERVICE WILL NOT BE
AVAILABLE TO THIS PROPERTY.
17. THERE ARE NO KNOWN GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF BURIAL LOCATED ON THE PROPERTY.
18. TOPOGRAPHY AND CRITICAL SLOPES SHOWN PER ALBEMARLE COUNTY GIS.
PHASE 1
SECTION
NO. OF LOTS
LOTACREAGE
OPEN SPACE
%
DB / PG REF.
1
26
35.780
13.420
27.289/a
693/780
2
20
28.390
9.580
25.23%
703/685
3
17
19.987
6.790
25.36%
737/428
4
15
18.400
6.840
27.10%
803/612
5
24
29.780
11.671
28.16%
1138/479
TOTALS
102
132.337
48.301
26.74%
PHASE 2
SECTION
NO. OF LOTS
LOTACREAGE
OPEN SPACE
%
DB / PG REF.
1
6
10.404
3.132
23.14%
1547/313
2
2
2.349
0.000
0.00%
1688/533
3
7
10.949
19.658
64.23%
1847/184
4
13
14.391
5.450
27.479/o
1142/426 & 3342/546
6
5
7.636
2.545
25.00%
3791/537
8
5
5.898
0.424
6.71%
4745/648
9
5
6.424
0.000
0.00%
CURRENT PHASE
TOTALS
43
58.051
31.209
34.96%
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
107.70'
275.00'
2226'19"
54.55'
107.01'
S 71'30'26" W
C2
327.11'
275.00'
68'09'13"
186.03'
308.17'
N 6311'47" W
C3
29.55'
275.00'
6'09'28"
14.79'
29.54'
S 26'02'28" E
C4
464.37'
275.00'
9645'00"
309.47'
411.13'
S 7120'13" E
CS
149.42'
580.00'
14'45'38°
75.13'
149.01'
N 30'20'32" W
TOTALS FOR PHASES 1 & 2
NO. OF LOTS-
145
LOTACREAGE
190.388
OPEN SPACE ACREAGE
79.51
TOTALACREAGE
269.898
REQUIRED OPEN SPACE (25%)
67.475
%OPEN SPACE
29.469/6
ACRES ABOVE REQUIREMENT
12.036
A
UU o
A LU
LU
CO o
U a -°
O
isN
O � Z J' 20
Q� QaL o
�1 Ir W ��� co
�4 aU =20
W
�p u wo D
p
w UQ mQ mo
Qy, J _Z a v
z0
Cc
w i N
w 0 �
LL Z
0> o
> Q
w N
�1 N W Z o
UcnLj a
Oa0W
� o
lil U Q
m
rnU
z
0
a
0
I
W
a
y �
O z
N
N
0
W
z a
0 0
a
Z
U w
o �
0
U
zz
7
0
0
W
N
0 �
N
o
z
DRAWN BY: BRV
CHECKED BY: I BDJ
EII
i 12111717_�,2�rO
511�
Q
z
0
0=
a> >
Q Z w
O fr
Z ~ w W
O T M o
-w _Ja z
(!) Cn U O Q
C\i Q
0
Z
� < 00 a,
U) _ 11%�- U
a_ CL 2
(n Z
Q FD
z '� Q Q W
fFr f:4
-
G W_ Q+
W = Q
a Q Q
Z
Z
G=
DATE:
11-20-2020
SCALE:
AS NOTED
JOB:
15.0012
SHEET:
V
1 OF 01
L:\Projects\Civil Projects\2015\15.0012\SURVEY\DWG\SUBDIVISION\15.0012-ASHCROFT PH2 SEC9-PRELIM.dwg