RET Gardner

YEOPIM RIVER
(PRIOR TO CONSTRUCTION)
UPLAND AREA & WETLAND AREA CALCULATIONS
UPLANDS ON ROADSIDE OF WETLANDS = 1.262 ACRES
UPLANDS ON SOUNDSIDE OF WETLANDS = 0.735 ACRES
WETLANDS = 1.968 ACRES
SITE
o a RUMM N
POINT RD. \ OSPREY DRIVE^�
(PROPOSED CONSTRUCTION CALCULATIONS)
AREA OF WETLAND FILL FOR DRIVEWAY - 5,891 SF
AREA OF WETLAND FILL FOR HOUSE = 11,747 SF
AREA OF WETLAND FILL WITHIN 75' AEC = 148 SF
IMPERVIOUS SURFACE AREA WITHIN 75' ACE = 1,416 SF
TOTAL IMPERVIOUS SURFACE AREA = 9,436 SF
TOTAL AREA OF DISTURBANCE = 67,008 SF
r BOTTOM OF PROPOSED RETAINING WALL
N Cd O� PROPOSED 205,, '
/ a GRAVEL
DRIVEWAY
A 32
' NO`N OR FORMERLY
BROWN
D.B. 470, PG, 205
P.C. 1, SLD. 165A-D
v 4Q' f all,
s PROPOSED
=`V f SEPTIC DRAIN FIELD �\ / J Al,
` AREACONTRO�
PROPOSED
CORNER ` REPAR AREA ` L5 �, CULVERTS -
/ "` (2)-24"RCP alr,
L7 ,
I, NICHOLAS M. RACKLEY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION FROM THE DEED DESCRIPTION RECORDED IN D.B. 475, PG. 73$ & D.B.
475, PG. 741; THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN; THAT THE RATIO OF PRECISION ,'�N CARS
AS CALCULATED IS 1:10,000+; THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. O� •"•' "• z/
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 12TH DAY OF OCTOBER, 2016.•.pF+LSS/o'.
2•: 9
e •� °y
SEAL
1, NICHOLAS M. RACKLEY PLS-5062, CERTIFY, L-5062 �� p
Cell/ y :<yti for c
:;�, '•..O SURD .. F,�:
F(11) C. THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND I. ����Q •""�• �`��'
AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. JAN 1
CROSS SECTION B DMEC E ,1
(TO BE DESIGNED BY OTHERS) DWELLING NICHOLAS M. RAC LEY
P.L.S. L-506
TOP OF PROPOSED RETAINING WALL
EXISTING GRADE
o� i
i FILL AREA i
i
WETLANDS
TO o:
REMAIN N 0 Cc' I
BOTTOM OF PROPOSED RETAINING WALL
CROSS SECTION C
PROPOSED BULKHEAD
WITH TIE BACKS
TOP OF
(TO BE DESIGNED BY OTHERS)
PROPOSED BULKHEAD & PIER
PROPOSED PIER
':.EXISTING GRADE
_ .-
BACKFILL AREA,:..ao
FOR BULKHEADING,-,.
o
(I_.
NORMAL WATER LEVEL
ALBEMARLE SOUND
Fb
Co
1 I
02�
al:
Ir, Rau i)S
2013�6 11r. \SS6,0 2.023 ACRES •' � d
/ ryyoo/ �o ♦1Z,O6� PROPOSED'` �+
CULVERTS
+ all, \. �Q (2)-24"RCP
F,
"° / 10 1.942 ACRES
\ S8• ilia, gG'
/ Ag �L
665
NOW OR FORMERLYPOSEDEL
TI ,
\ D.B. 349, PG. 351
s�� \ P.C. 1, SLD. 165A-D
NOTES: \
1.) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
2.) AREA COMPUTED BY USING COORDINATE METHOD. ` \
3.) THE PROPERTY IS LOCATED IN FLOOD ZONE "AE (6)" AND "SHADED X",
AS SHOWN HEREON, AND AS SHOWN ON FLOOD MAP PANEL
3720786400K, DATED OCTOBER 16, 2008. (FEMA FLOOD ZONES ARE
SUBJECT TO CHANGE).
4.) PROPOSED RETAINING WALL TIE BACKS & SHORELINE BULKHEAD TIE
BACKS ARE TO EXTEND ALONG THE ENTIRE LENGTH. THEY ARE NOT
SHOW THE ENTIRE LENGTH HEREON FOR THE PURPOSE OF CLARITY.
5,) LAST FIELD WORK WAS DONE OCTOBER 12, 2016.
CURVE TABLE
CURVE
ARC LENGTH
RADIUS
TANGENT
DELTA
CHORD BEARING
CHORD LENGTH
Cl
28.61'
35.00'
15.16
46°50'06"
N53' 05' 43"E
27.82'
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
L22
BOTTOM OF PROPOSED BULKHEAD & PIER
(+/-) 2'
NO MORE
THAN 5'
B
i
PROPOSED
'DWELLING
aV
r PROPOSED RETAINING WALL
L12 TIE BACKS (SEE NINE 4)
Ir
``-L13 1.11' WELL COVER
,Ir , ENCROACHMENT
LINE TABLE
LINE
BEARING
DISTANCE
L1
Si' 42' 39"E
13.28
L2
S32' 14' 35"W
32.26
L3
S30' 29' 43"W
30.09
L4
S2' 48' 55"W
15.02
L5
S46' 08' 21 "E
7.90
L6
S8' 07' 16"W
22.06
L7
S59' 02' 23"W
28.45
L8
S71' 20' 16"W
22,11
L9
S36' 20' 36"W
42.11
L10
S41' 15' 32"W
36.43
L11
S22' 53' 27"W
15.30
L12
S17' 13' 33"W
4.12
L13
S17° 13' 33"W
40.16
L14
S30' 53' 45"W
39.18
L15
N75' 16' 37"W
25.83
L16
N43' 17' 15"W
54.00
L17
N12' 34' 13"W
54.24
L18
N10' 42' 36"W
31.01
L19
N51' 34' 29"W
14.99
L20
S26' 07' 57"W
21.58
L21
S31' 27' 47"E
9.63
L22
S83' 53' 12"W
8.63
L23
S28' 40' 23"W
37.67
L24
S17° I V 58"E
38.61
L25
S25' 12' 32"E
28.98
L26
S30' 03' 15"E
45.30
L27
S15' 15' 02"E
27.31
L28
S6' 26' 31 "W
24.50
L29
S27' 45' 47"W
36.85
5,12' BULKHEAD
ENCROACHMENT
PROPOSED CONCRETE BARRIERS
SEPTIC PUMP /-TO BE REMOVED
C4,0("
TANK
p 23.17'
� JF
Al,- 1z; CS66' 02' 15"W
5.94' r
S58' 54' 43"W
2.0 8.23'
S76' 22' 44"W 1101 S 9 Nbf
.°I0: 2.0' C+ 6.90'
PROPOSED -,� A � , 4
S54' 15' 08"W 'i
I 2y3 15.58' 2.0' 55.87' PIER
6
1
I' III 2.0' �S54*
15 08"1'V
I I 2.0
N88° 12' 50"W S54° 36' 40"W
PROPOSED BULKHEAD 50.14' `
TIE BACKS (SEE NOTE 4) 38.24 S72' 05-- 00"W
Ri c
d p�Ri SPARSE SUBMERGED0.16'
�N ? AQUATIC VEGETATION
SHORELINE q
SURVEY TRAVERSE LINE S61° 18' 30"W
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W
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C/] Z
rn A M
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.-.
U v
(6-19-2015)
28.05
FtiT
ALBEMARLE SOUNDCN
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s
LEGEND
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PROPOSED WELL
X X WATER DEPTH (9-8-2016)
Q
d
a
Q
Is,
WETLAND SYMBOL
-
- FEMA FLOOD ZONE LINE
Z o-
a.
a
c-
Q
SET IRON REBAR
_-_-___.___--_-_----_
30' CAMA BUFFER
o
N
0
�
0
0
N
®
EXISTING IRON REBAR
--�-�.8 }e.a
PROPOSED BULKHEAD & RETAINING WALL
w
w
_W
w
w
•
CALCULATED POINT
x
x
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°°°°°°°°°°°°'°'°°°°°'"°°°°°°°°°°°°°°°°°°°°°°°°•°•°°°°°°°°•°°•• ADJOINERS EXISTING BULKHEAD
PROPERTY LINE r
240 PROPOSED WETLAND FILL AREA
- -- - - PROPERTY EXTENSION II n1
-�- -- ®-------- PROPERTY LINE FADED FOR CLARITY o
RICH' OF WAY LINE PROPOSED CONCRETE A p W*
- - - - - - - - - --- PROPERTY TIE LINE dW U
a R:U0�1 �1
- - - - - - - - - - - - 404 WETLAND LINE PROPOSED PATIO P4 O
U a, a