HomeMy WebLinkAboutVA199400004 Other 1993-11-15GENERAL NOTES:
1. Owner: Daniel D. Shifflett.
2. Deed Book References: D.B. 998, Pg. 91.
3. Zoned: R—A.
4. This private road will provide reasonable access
by motor vehicle as required section 18-36 of the
Albemarle County Code.
5. Building Setbacks: Front from State Route= 75',
Internal Road Easement= 25', Side= 25', Rear 35'.
6. I.R.F.= Iron Rod Found.
7. I.P.F.= Iron Pipe Found.
8. I.R.S.= Iron Rod Set.
9. Residue , Parcel "X' & Parcel "Y' contain at least
30,000 s.f. of contiguous area in slopes of less
than 25%.
10. No Further Subdivision without Planning
Commission approval.
11. Property appears to lie in the South Fork Rivanno
Water Supply Watershed.
12. Approximate 100 Year flood Limits scaled from
Federal Flood Rate Insurance Maps dated Dec. 16, 1980.
Community ,panel # 510006 0195 B.
Zone "A" Areas of 100 Year Flood.
Zone "C" Areas of Minimal Flooding.
13. The land use regulations listed herein are imposed
pursuant to the ` Albemarle County Zoning Ordinance in
effect on this date and are shown for information purposes
only. They are not restrictive covenants running with the
land and their appearance on this pled=e not ?r.nded t,-• ,.,.,.
impose them as such.
E L 1 '1000 I's A
Not For Construction
N48'26'22"E
0 g N17'43'26"E 3 .69
C 17.83' \ (;4
N55'26'51"E
53.11'
Eµ x
N56'14'22"E
GR�
28.33'
N86'49'38" E
23.84' \
65'24'28"E
75.28'
�-- ATTACHMNT B
2, CHERRY
S03' 43' 18" W I
�57.41' TAX MAP 57, PARCEL 32A
"NOTE"
PARCELS 32B, /32C, & 32E TO
'8? EXISTING ALLEY COMBINED WITH A PORTION OF
2' D.B. 151/145 PARCEL 32
6'08'30" E I.R.S. 26,2
I.R. s. 8.90' 24s s
45.4C' 2' F. TAX MAP 57
,
5'
PARCEL 32D
" "RESIDUE"
f ' , TAX MAP 57, PARCE16,
9.857 AC.
EXISTING SHED
TO BE RELOCATE
9 • •6r.,_-vj
PROPOSED 30'
oINGRESS & EGRESS
STING EASEMENT.._____—
HED
ax. :OLD ROADBEDS , . a •
PA
LG,
Cif
RRELIMINAR
of for Conatruot[on I.R.S.
I
VDOT
�C 014
5-j6 fry AC0L
x
SURVEYORS STATEMENT:
On JULY 22, 1993 1 made a field survey as per
record description of the property shown on this
plat. To the best of my knowledge and belief this is
a true and accurate plot.
EXISTING
DWELLING
S26'15'52" E
115.03'
) P.K. NAIL
S5507'35" W
73.27'
S47'32' 17" W
P.K. NAIL SET
S47'32' 17" W
` 9.61,
w S36'2 '48"W /
23.95' /
co
/S2458'09"W
56.06'
' I.P.S.
r or°�T 04�
• �� `
COURSES ALONG
CENTERLINE EASEMENT
FROM "A" TO "S"
N69'32'32"1W70.00'
S7632'01"W 15.31'
S76'32'01"W 89.81'
S86'02'21"W 54.47'
50
100 0 100 200
SCALE: 1" = 100' DATE: NOV. 15, 1993
JOO
PRELIMINARY
t�v�n
Not For COnstruc