HomeMy WebLinkAboutFDP202000023 Plan - Other (not approved) 2023-06-07BASE FLOOD
ELEVATION COURSES
LINE
BEARING
DISTANCE
L1
S57°56'19"W
44.46
L2
S18°08'06"E
24.16
L3
S25°07'22"W
43.66
L4
S07°09'42"W
36.94
L5
S27°33'03"W
24.43
L6
S33°25'20"W
26.03
L7
S63°23'13"W
24.79
LBI
S82°31'55"W
26.28
L9
S74°55'53"W
17.27
L10
N78°56'52"W
22.45
L11
S75°13'45"W
19.88
L12
S71'29'39"W
13.78
L13
S89°45'59"W
14.71
L14
S56'43'27"W
3.01
L15
S78°55'03"W
6.07
L16
S74°23'42"W
13.90
L17
S78'29'24"W
13.04
L18
S73°55'29"W
3.66
L191
N81°07'53"W
0.92
L201
N81°43'24"W
1.63
L211
S79°54'06"W
13.43
L221
S83'16'16"W
14.44
L231
S70°47'21"W
14.24
L241
S72°07'05"W
15.45
L25
S88°53'42"W
12.72
L26
N79°34'14"W
11.47
L27
N84°03'32"W
17.56
BASE FLOOD
ELEVATION COURSES
LINE
BEARING
DISTANCE
L28
S07°01'59"W
6.41
L29
S14°04'46"W
16.74
L30
S15°18'29"W
16.40
ELEVATION LINE
HIGHER THAN BFE
LINEI
BEARING
DISTANCE
L311
S28°19'35"W
6.88
L321
SO4'38'59"E
5.30
L331
S35°28'05"W
27.99
L34
S35°18'51"W
20.18
L35
S35°26'40"W
12.25
L36
S38*31'52"WI.
12.06
BASE FLOOD
ELEVATION COURSES
NOTES:
1. BASE FLOOD ELEVATIONS ARE BASED ON A CURRENT FIELD SURVEY.
2. ALL ELEVATIONS ARE BASED ON NAVD88.
3. PROPERTY -INES WERE TAKEN FROM PLATS RECORDED IN D.B. 759-299 & D.B. 3005-5&6.
THIS PLAT DOES NOT REPRESENT A BOUNDARY SURVEY OF THIS PROPERTY.
as aS
as
BASE FLOOD ELEVATIONS
DERIVED FROM FLOOD PROFILE c
vSN ' E1-448.8
ac E1 447.7
E1-441.3 /�
a� asN E1=445.2 ref 1 441.3
'S� r O E1-447.4x/o /
of
a 3� E1-448.3 y-/ /
o /
Ys; 219 29 --/
kTHIS AREA
2g LIES BELOW
a N56 / E1 448.9 BFE
sue, �. • /r
�� X'E� 0.8
- E1-452.0 j �J#
MONUMENTFOUND '� �
g OFRAME
I
2 EDGE OF ♦/� IHIS AREA o a BLOCK
LIES ABOV�� d`& STUCCO
� /
BFE , /
Q / E1-454.8 a
WALL ' /
32 ' E1-456.1 J
`Z03 i/ -CORNER E1-456.2 �V� s / %
- Off- BASc FLOOD ELEVATIONS /
Gr BUTI., 1-3 p DERIVED FROM FLOOD PROFILE / `
E1=456. 2 / /
/ CONC. /
EDEG LL F E1
'-456.5 �� /-
��O s ROUNDOp�P / �j PIPE
i� UNDER aS F�'% / / FOUND
DECK 0 DCK 6 1-STORY / - ~
LIMITS OF ZONE AE & aS s STUCCO //
\ FLOODWAY ACCORDING TO ? W/BSMT.
FIRM MAP 510006 0268 0 #777.' /
//�I EFFECTIVE DATE FEB. 4, 2005 r� / �i
ACCESSORY
STRUCTURE O THIS AREA 00
THIS AREA TO BE REMOVED LIES BELOW /
LIES ABOVE FROM SFHA BFE p' S � � PROPERTY LINE
BFE a2 Dp // - ACCORDING TO PLATS
RECORDED IN D.B. 7591-299 &
/
/ 100 YEAR FLOOD PLAIN LAB' ns fl / / � - / D.B. 3005-5 & 6
ACCORDING TO BFE00000, pA as S
STAKED ON GROUND
p 8'46'36.' / / A� a asiS � / ''
llool
R=2658.48' i AREA ABOVE s /
L=407.23' BFE = s a / ' -
C=406,84' / i/ a0 aS
CB=N52'28'30"E /- 1.241 ACRES .(51 .0
/'10000,
/ '' �Q9 ass
/ /
T.M.75-50 \° a /o-
ss
/ (SOUTHERN /
PORTION)
s
PROPERTY LINE OjL a
/
10001,
ACCORDING TO PLATS - s6 / '
RECORDED IN D.B. 759-299 6 / un L56
0
D.B. 3005-5 & 6 - � �5� a 00
s as 4 SS S /
i / THIS AREA 6p �h0 6 L54 /
/ LIES a a
a
� -
-
- / s�
RR SPIKE r BASE FLOOD ELEVATIONS
FOUND �� LIMITS OF ZONE AE &
FLOODWAY ACCORDING TO N DERIVED FROM FLOOD PROFILE
-- FIRM MAP 510006 0268 D
t N14'12'21"W EFFECTIVE DATE FEB. 4, 2005 m /
THIS AREA
j - 20'49 � LIES BELOW
MONUMENT BFE
IRON FOUND @�Ss '�
FOUND 14.75' dh /
1 1 N71'59'42"E 100 YEAR FLOOD PLAIN
ACCORDING TO BFE v /
5.88 STAKED ON GROUND '0 -
THIS AREA
N1n LIESBFE ABOVE �60 as m APPROXIMATE LOCATION
a OF MOORES CREEK TAKEN
01 'S� V69 / �� FROM THE COUNTY OF
x 7 C, L70 a a ALBEMARLE GIS DATA
2 "� L71 /j'
sn n� POINT OF s�
a 1 BEGINNING
(SOUTH)
PIPE /
1 FOUND
.o
O��ALTH p
7l
O~ ' ..f; ' -.
BRIAN S. RAY
Lic. No. 002281
t i?- 72' 13
LINEI
BEARING
DISTANCE
L37
S31'08'48"W
14.62
L38
S23'37'43"W
15.23
L39
S23°39'41"E
18.22
L40
S37°22'05"W
9.56
L41
S21°12'34"W
15.67
L42
557'30'10"W
13.12
L43
S56'23'33"W
13.29
L44
S45°47'10"W
13.20
L45
S57'01'22"W
13.10
L46
S54°04'10"W
13.37
L47
S45°52'28"W
20.14
L48
S40'24'26"W
23.81
L49
S49°08'00''W
25.79
L50
S47°55'24"W
25.46
L51
S47°57'49"W
26.60
L52
S39°35'22"W
2B.66
L53
S47'34'43"W
27.57
L54
S69°35'06"W
27.55
L55
N73°29'00"W
40.18
L56
N86°51'58"W
26.66
L57
SO4°47'17"E
6.24
L58
S44°07'08"E
8.60
L59
S33°43'46"W
4.53
L60
S52°59'10"W
26.73
L61
S37'09'26"W
23.70
L62
S27°58'48"E
25.50
L63
S12°54'30"E
11.19
L64
S58°34'26"E
10.91
L65
S21°16'21"W
12.09
L66
S42°10'54"W
24.16
L67
S47°53'36"W
27.32
L68
S55°50'20"W
28.59
L59
S63°32'04"W
27.63
L70
S68°45'56"W
27.64
L71
S75°16'42"W
30.48
L72
N76°42'08"W
13.97
L73
S80°06'54"W
8.15
PP�"�POPo
1
I /
�PNFI / f
00�0 / 1
N� LIMITS OF ZONE AE I
I�OP� FIRM MAP0RDING 510005T0268 D /
9
EFFECTIVE DATE FEB. 4, 2005
POp\E 2
IRON
FOUND -� 1
/ e19" @ ii' /
PROPERTY LINE
ACCORDING TO PLATS / n \ / p( -- 1•
RECORDED IN D.B. 759-299
' THIS AREA
LIES ABOVE m 6 / / -
4I'3�„E 3i��rl -. BFE l '� BEGINN�NG \��9 / / / -
N64 100 YEAR FLOOD PLAIN (NORTH)
ACCORDING TO BFE \ /
- STAKED ON GROUND n THIS AREA _ -
_rr m LIES BELOW
BFE
PIPE -- -- AREA ABOVE
FOUND r- BFE=BASE
75-50 0.69 ACRES a DERIVED FFR MDFLLOOD EVATIONS PROFILE
T.M
(NORTHERN--
i PORTION)THIS AREA
�.4 LIES ABOVE / / / - - PROPERTY LINE
-•---- BFE a / / ACCORDING TO PLATS
10ACCORDING0 YEAR FLOOD BFE FLIMITS OF ZONE AS (i0 v OOpjP/ - ' RECORDED IN D.B. 759-299
-- NG
/� THIS AREA STAKED ON GROUND FIRM MAP 510006 026E1 0 / I Fes/ - - /
n / LIES ABOVE EFFECTIVE DATE FEB. 4, 2005 n
o BFE rr r- r 0 m / -�
�, /
/ h0> /C2,� L2S L25 L24 L23 L22 L21� L17 L16 ✓� n c 13 L12 m Lil Llp L9 LB L7 a / /-� / LIMITS OF ZONE AE
m �mw m �? rn n /r` ACCORDING TO
/ p6 ho ry o rn rn rn m m a a m/ FIRM MAP 510006 0268 D
o p P v v�� v Q v v a v v EFFECTIVE DATE FEB. 4, 2005
02��o p p P p vVc Q v m ,� '� / -
BASE FLOOD ELEVATIONS THIS AREA
DERIVED FROM FLOOD PROFILE LIES BELOW /
/ BFE
-
\ - � do 0 .
t
00 ON 5
/ �1M1CCOP� ooGO� p2A8 ID
p05
APPROXIMATE LOCATION
O FROM T MOOES
CREEK TAOKEN
EF / ALBEMARLE GIS DATA
T.M.75-49
1
09
✓"9ois
N9i fO co
GRAPHIC SCALE 1"=50'
0 50 100 150
IN
MAP SHOWING
AREA ABOVE BASE FLOOD ELEVATIONS
TAX MAP 75 PARCEL 50
LOCATED ON U.S.ROUTE 29 (NORTHBOUND LANE)
AND SOUTHERN RAILROAD
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY,VIRGINIA
SCALE: 1" = 50' DATE: AUGUST 22, 2013
FOR
MONACAN 777,LLC
ROGER W. RAY & ASSOC.,INC.
1717-1B ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
LAND SURVEYORS LAND PLANNERS
434-293-3195
14123