HomeMy WebLinkAbout04-16 Design PlanNotes: : `°i� , ; �1 'ti a1' LOT 196 0--
1. Boundary and easements shown hereon is
based on the Final Subdivision Plot ��`1 ` 1 iRF
recorded in Inst #050013468. ¢ `�1 `'A
2. Topography shown was field run November LOT 195
6, 2014. Vedical Datum is based on
� \ NAVD68 using GPS methods. `w 99'
J. This plot is subject to easements and I
restrictions of record. 1�93' �1 e
4. No title report furnished. Exist. N 8 '
+�01 --� Fence v. �1 a Exist.
FINAL
N �� g Fence
1
GRAD/NG /S
21
TO ENSURE
POSITIVE LRS IRF + 3V 3913;50" E_,.,-
L--
� `h0 �O X90
DRAINAGE 1° 20.78' r 10.0'
AWAY FROM Exisr. x 1 1410 28.00' X11
DWELLING fence1h� / o `"
749 0�/,i' ` / 2Bowbrnork 5 gR1 �' ►�
(�J
is\ tiSm 10. �.�p^
10
p 29.21 1 j
LOT 19415.29" IT
X.l � r LOT 193
12,000 SQ FTh y+I cV LOT 192
o^I t PROPOSED DWELLING' +�
FFE = 750.5'
N GARAGE = 749.5' I NQ\°
BFE = 741.5' GARAGE h
0 8.00' $ CO
Al l/t i L 15.29 N _ 28.71' __. ,f 26.00' 1I
*WP (EM) rofiosed
Pro
PoCovrch
pp Proposed - (- +`101
SW
_�+` `°ij ii:`oncrete D�ive�k�iy 1
TC$i ~TCB
--748--.-N
-+ -----
y
` 47 748 - - =
�� 80nChm0tk Elm.NEx. wat tk {' — 473 >6..
�a�-- 745.19
E/t - X11 V
R_OD L v.
Sidewo/k G`J-'- �
N 602018 W 67.47 ties �, j (744.92)
1146' r0 IN -.Ex. Entrance Cut
OF AL g X �1. Ex. Inlet
1N DR �6. �. �. x. Curb 1
L `° `. `° Gutter` 'RIM (745.31)
CHARDONNAY DRIVE
1
LEGEND ` 54' R/W
A88REVIATiON DEFINITION o
EM ELECiRIC METER CURIE Ct
CO SANITARY CLEAN OUT ARC L= 54.44' V.
TCB TELEPHONE CONTROL BOX RAD= 248.00'CHD B= N 54'0,3'00" W O IN 40
WM WATER METER CHD L= 54.33'
WP WOOD POST 1' CONTOUR INTERVAL
PROPOSED GRADING PLAN Alf lots inthis
L O T 193 C
subdivision 10' are subject
nd
to a JO' utility and 'PH OF
drainage easement
Albin Estates of Stephens City along the rights of o
way and property lines
TM J75F- 4 -193 and a 25' utility and i
drainage easement U 9
Owner.- James G. & Brenda M. Gibson along the front
INST. 9120002713 property line per the Marsh
deed of dedication in Lie. No. 001843
Opequon District, Frederick County, Virginia Inst J050013468. C it / 12%f¢ ¢
DATE: 11/11/2014 SCALE: 1- = 20' 1 SHEET 1 OF 1 9*,D sUBNE*o
Marsh & Legge Land Surveyors, P.L.C.
560 NORTH LOUDOUN STREET - WINCHESTER, VIRGINIA 22601 DRAWN 8Y MTM
PHONE (540) 667-0468 - FAX (540) 667-0469 - EMAIL office®morshandiegge.com I DWG.- 1D7JJ1-L0T 193 GP
\,_+,
na
FRAME
? j,,` DECK/PATIO f Sunroom
3.0' IRS ^L r �"h�� h rear wall
700,3
15.9 t_ 3 102.4' 1
a `t5s� B.F.E. (742.21) Setback variance
(triangle)
ONE ST RY
LOT 194 �I c FRAME DWELLING
R N #105
Cb r]
a F.F.E. (750.93) 0 7•R' cc!G.F.E. (749.45)
28.4�F�.� °CO �i 26.0,
` 41
48
TRB
MB
IRF EX. 13' WATER EASEMENT 0
1146'. q
OF A1$trN lA7k ` ec �. j_ IRS p
DRQ_ C1
�----.�.,.�',��,,�•` CONC.---WAL—K .---+���` N 60°20'18" W 67. ,.a
NOTES:
1. BOUNDARY INFORMATION SHOWN IS BASED ON A FINAL
SUBDIVISION PLAT RECORDED AS INSTRUMENT NUMBER
050013468.
f 2. TOPOGRAPHIC INFORMATION IS BASED ON AN ACTUAL
1{ FIELD SURVEY COMPLETED JUNE 22, 2015.
3. NO TITLE REPORT FURNISHED; THEREFORE EASEMENTS OR
ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON,
HOUSE LOCATION SURVEY
ALBIN ESTATES OF STEPHENS CITY
L.T ? 53
WSTRUMENT NUMBER 120002713
OPEQUON MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
OHAMONNAY DRIVE
54, RIW
0 20 40
l SCALE: 1" = 20'
1' CONTOUR INTERVAL
DATE: 06re512015 SCALE: 1 =-20' SHEET 1 OF 1
Marsh Seg a Land unrsYPN8�� , 160.
pp 560 NORTH LOUDOUN STREET WINCHESTER. VIRGINIA 22601
PFIQNE (540) 0X17-0488 - FAX (540) W74M - EDAM dk9@mmnhndW.=n
,TH OF
-S.W. Marsh
Lic. No. 001843
j�t9h'aE' .mr
Ew D SUR .
DRAWN BY: GAJ
DWG NAME: ID7331-Lot 193
a
CURVE RADIUS ARC LENGTH CHORD LENGTH
CHORD BEARING DELTA ANGLE
C1
248.00 54.44 �f 54.33
N.54°0300' W 12°34'36° .,.'
LOT 196
LEGEND
B.F.E.
BASEMENT FLOOR ELEVTION
SANITARY CLEAN OUT
F.F.E.
FINISHED FLOOR ELEVATION
LOT 195
)IRS__CO
G.F.E.
GARAGE FLOOR ELEVATION
GM
GAS METER
IRF
IRON ROD FOUND
IRS
IRON ROD SET Sg
PIN TSF -4-193
�'
�
TRB
TELEPHONE RISER BOX N �j
LOT 193
s
TVRB
TELEVISION RISER BOX
Y4A
WATER METER�I
25.0'
s`
Tr
23.0'
^0
�
�( ,�! •
_
\,_+,
na
FRAME
? j,,` DECK/PATIO f Sunroom
3.0' IRS ^L r �"h�� h rear wall
700,3
15.9 t_ 3 102.4' 1
a `t5s� B.F.E. (742.21) Setback variance
(triangle)
ONE ST RY
LOT 194 �I c FRAME DWELLING
R N #105
Cb r]
a F.F.E. (750.93) 0 7•R' cc!G.F.E. (749.45)
28.4�F�.� °CO �i 26.0,
` 41
48
TRB
MB
IRF EX. 13' WATER EASEMENT 0
1146'. q
OF A1$trN lA7k ` ec �. j_ IRS p
DRQ_ C1
�----.�.,.�',��,,�•` CONC.---WAL—K .---+���` N 60°20'18" W 67. ,.a
NOTES:
1. BOUNDARY INFORMATION SHOWN IS BASED ON A FINAL
SUBDIVISION PLAT RECORDED AS INSTRUMENT NUMBER
050013468.
f 2. TOPOGRAPHIC INFORMATION IS BASED ON AN ACTUAL
1{ FIELD SURVEY COMPLETED JUNE 22, 2015.
3. NO TITLE REPORT FURNISHED; THEREFORE EASEMENTS OR
ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON,
HOUSE LOCATION SURVEY
ALBIN ESTATES OF STEPHENS CITY
L.T ? 53
WSTRUMENT NUMBER 120002713
OPEQUON MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
OHAMONNAY DRIVE
54, RIW
0 20 40
l SCALE: 1" = 20'
1' CONTOUR INTERVAL
DATE: 06re512015 SCALE: 1 =-20' SHEET 1 OF 1
Marsh Seg a Land unrsYPN8�� , 160.
pp 560 NORTH LOUDOUN STREET WINCHESTER. VIRGINIA 22601
PFIQNE (540) 0X17-0488 - FAX (540) W74M - EDAM dk9@mmnhndW.=n
,TH OF
-S.W. Marsh
Lic. No. 001843
j�t9h'aE' .mr
Ew D SUR .
DRAWN BY: GAJ
DWG NAME: ID7331-Lot 193
a