WDN 6-08

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LOT 8 LOT 55
' LOT 35
LOT 34 I
- ____ ---- WYSOCKING BAY SUBDIVISION
PHASE 1
L01 12 I I P.C. C. SL. 91 G
LOT 9
0 E 376.62- --
N84 29 7.09,- 5i+: 1J
PROPOSED 4" WATERLINE ,F t
7.91
EXTENSION
LOT 10 2m ` ;1 ? s
zo LOT 24 �, 3
I ca 25,000 S.F. I
_ a
LOT 11 'n 0.57 AC. o �5 r '
WYSOCKING BAY SUBDIVISION 1w -�°.? •-�
:.." PHASE 1 to J
J 237' ';, P.C. C, SL 91G I : �N81'08'S --w 0p, '
LOT 23
q ' LOT 1 OA --- " °a 1 5 Z ' -' 25,000 S.F. d v
657.45 f37.98'�a81'3�'45 E yq !' --- < T o
217 4N81. 0 �- 'j 'xW 08,5
00' 1 O 0"W - '
v \ 220.00, o
�.25.00 LOT 20 0 090 ,y� co 1 LOT 22 1 o
252•07 25,001 S.F. o ° 60 M .
o v ;w ' o 25,000 S.F. ;�. ^
LOT..�g �g2 ' o _ o . 1 0.57 AC. z 0.57 AC. ' co un }
o o ° l ' m
0 25,352 S.F. fj 1 - 17.40e0
'� 1 � �c
o z� ?� 0.58 AC. - ' �r 81 35' 45"E 2 ' 1
a a " 254.9 �\ 8 50"H/
_ -� 220.
I °� �Ng1•35'45 E $ LOT 19 '�°°� o� � \ n$ -_ pp'� ! a 1
0 �I 25,001 S.F. ' 0 �.°LOT 21 N
LOT 2 o cnI' 0.57 AC. cMv, �S"-�'5,000 S.F.
25,642 S.F. o o \
,� -° 0.57 AC.
o F, o . ,o C 5
bGo 0 AC. ,� I J
. i° 5 217.40.A alb 1
8;•35.45 E 2g7.87 �. 1 N81.3� .E o� ° N81' G
�l 1 p ,5
N car $ 0 17
LOT 18°d�©0
LOT 3
25,9t}3 S.F. o m 25,001 S.F.
5
°. a• O.A AC. I e57 ,
�!) 26 21 . '
N81'�\ \
I Tij z°g35'45 E -1 �fj o� r �Ng1'35'h5E i' EXISTING DITCHan 0
"h
3
�p LOT 4 o, 4 0 d2 COMMON AREA
w I 26,223 S.F. 0.LOT 17 0 °. 201,587 S.F. 1 J3. -�
0.60 AG n= 1 j 25,001 S.F. ' o \ 4.63 AC.
1� o a56 5ry c" \\ 0.57 AC. (3.2 AC. POND} w ;00
�: 6�5kg9 6 L " 63.68 z M
t7 35t �' 0'
S 4
w o 45"E ! ° W
- � LOT 5 3131
26,513 S.�. �o `' , -°
O 0.61 AC. y0 v, LOT 16 \ o o
.. 0 25,001 S.F. o
Lu
I h kn I - 1• 35� 45 E 266.58' \ g 0.57 AC. , 11 ` . n. ^ to
r N8 �- o �, k v� 1 g.41og 1:
LOT 6 �.` N N81315�c;i81.63.5j326 07
\ I N o 26,904 S.F.
i 81-63
244,g8. moo• � � �a��
b 1 a0.62 AC. 0
LOT 15 1 Q
,45E 274.65 26,423 S.F. 5� / 62' a
\ 1�N81'35 J�o \1�y,\ 0.61. AC. • /� ;k� ^O / ono �j .N o
to
LOT 7 \ �c� \ ,OrL�q" L T 14 cb
cD \
28,997 SF. m ��� / 26,437 S.F. %�, / LOT 13
.,-.
o 0.67 AC. 265�j1 C� '.'�,� 0. 1 AC. �� 25,998 S.F.Sc
al,, al,, al,, al ,
i,
a5 \ PROPOSED 4" WATERLINE /\\//j M
EXTENSION
�$BROPEMY LM SWALE SECTION
`2 NTS
bb C „b3
o•
�fJ
264
LAKE L ADW {''� ?f t
1p
1108 /
1117
VICtJTY AW
R/W L R/W
1 50' RIGHT OF WAY I
ABC ABC
SHOULDER SHOULDER
VARIES 5' 1 4.0' 2.0' 18' GRAVEL 12.0 1 4.0 1 5' VARIES
GRASSED GRASSED
66 SHOULDER 1 4 1' S' O' LDER
Lu
3 3 1
0 3 3
W.L\\i\\\i\\ %
3'
COMPACT SUB BASE (100X COMPACTION)
8' ABC STONE
(98X COMPACTION) NO BASE COURSE SHALL BE PLACED ON
MUCK, PIPE CLAY, ORGANIC MATTER OR
UNSUITABLE MATERIAL
TYPICAL ROAD SECTION
N.T.S.
CAMA POW Off ICER CORMCATION
THE AREA DESIGNATED HEREON
N/F Ila IS IN PART LOCATED WITHIN
R.B. FARROW ED IS IN TOTALITY LOCATED WITHIN
D.B. 169, PG. 690 0 IS NOT LOCATED WITHIN
AN AREA OF ENVIRONMENTAL CONCERN AND--
REQUIRES `
JS2 DOES NOT REQUIRE
A CAMA PERMIT PRIOR -TO CONS TION OF IMPROVEMENTS.
DAT CAMA PERMIT OFFICER
LOT 8 \ h� _ 4 PROPOSED 4"x4"x4" TEE
25,000 S.F. 30 Sp, WITH THRUST BLOCK
0.5Z SAC. 66 7 n 4"x2" REDUCER
z3 \ \ 7 C11 2" BLOW -OFF
LOT 9S�3'? =`-;:
25,000 .S.F. ti °ao C10
0
,y 0.575AC.
�16
16z
Sys A
S9 38' G1�`
N o ? WATER ACCESS
22, ' L• \/ LOTC)10 4� cV AREA
A�6 \ 25,600 S.F. /;� / o; 28,471 S.F.
0.57 AC. :� LOT 11 }=4,to
N a. 0.65 AC.
2`002 S.F. `,
\ / --,� 0.57 AC. LOT 12
25,000 S.F. ''I �►
0.57 AC. .cov �- .
ca., EXISTING POWER POLE � 88�2a � �o_ � �2 ti N21
H PROPOSED GATE VALVE 31.30 1.19
® PROPOSED BLOW OFF \ 24 - - EX. PUMP
64
w PROPOSED WATER LINE N82'21 pp' 214 75�1 -s HOUSE
w" EXISTING OVERHEAD UTILITIES
6g 46 So �z0
0 00 •
M1PHIC SCALE �69 62, 55
30 0 15 30 60 120
(IN FEET)
1 INCH = 100 FT.
LINE TABLE
LINE
LENGTH
DIRECTION
L1
25.00'
N1633'53"E
L2
45.69'
S7326'06"E
L3
83.13'
S7326'06"E
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
Cl
65'01'51"
310.00'
351.85'
333.27'
S40'55'11"E
C2
6'46'14"
285.00'
33.68'
33.66'
S11'47'23"E
C3
3,V40'20"
285.00'
172.47'
169.85'
S32'30'39"E
C4
23'35'17"
285.00'
117.33'
116.51'
S61'38'28"E
C5
10-04'27"
335.00'
58.90'
58.83'
S13'26'29"E
C6
11'24'31 "
335.00'
66.70'
66.59'
S24' 10'58"E
C7
14`34'37"
335.00'
85.23'
85.00'
S37'10'32"E
C8
1;;'26'22"
335.00'
90.27'
90.00'
S52-11'02"E
C9
11'59'39"
335.00'
70.13'
70.00'
S65'54'03"E
C10
1,32'15"
335.00'
8.99'
8.99'
S72'39'59"E
C11
7Ci 31'44"
25.00'
30.77'
28.87'
S71' 18'01 "W
C12
7C► 31'44"
50.00'
61.55'
57.74'
S71'18'01 "W
C13
84-'50'27"
50.00'
74.04'
67.46'
N31'00'53W
C14
j_'55'33"
50.00'
82.84'
73.68'
N58-52'07"E
C15
7(f31'41"
25.00'
30.77'
28.87'
S44'07'03"W
C16
70'31'44"
50.00'
61.55'
57.74'
S44'07'01 "W
C17
180'00101"
50.00'
157.08'
100.00'
1 S81'08'51"E
MOTES
1.) OWNER/DEVELOPER: WAG, LLC
P.O. BOX 278
ENGELHARD, NC 27824
[phone]
2.) AREA TO BE SUBDIVIDED: 934,433 sq. fL /
21.5 acres (coord.meth.)
3.) NUMBER OF LOTS: 24 LOTS
(1 COMMON AREA & 1 WATER ACCESS AREA)
4.) AVERAGE LOT SIZE: 32,225 SQ. FT. / 0.74 ACRE
5.) MINIMUM LOT SIZE: 25,000 SQ. FT. / 0.57 ACRE
6.) RECORDED REFERENCES: D.B. 211, PG. 96 AND P.C. C, SL 91-G
7.) PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE (EL 4.4)
PANEL #370133 8673 J (EFFECTIVE 5/15/03)
8.) THIS PROPERTY IS SUBJECT TO ANY EASEMENTS THAT A MORE
THOROUGH TITLE SEARCH MAY UNCOVER.
9.) A 10' UTILITY & DRAINAGE EASEMENT RUNS ALONG ALL SIDE LOT
LINES AND 20' ALONG ALL FRONT AND REAR LOT LINES.
10.) MINIMUM SETBACKS: FRONT - 35 FEET
SIDE - 12 FEET
REAR - 25 FEET
CORNER - 20 FEET
CAMA SETBACK IS 30' FROM WATER'S EDGE
11.) ELEVATIONS SHOWN HEREON ARE NAVD 88.
12.) DEVELOPER/CONTRACTOR TO INSTALL STREETS IN ACCORDANCE WITH
NCDOT DESIGN STANDARDS.
13.) WATERLINE SHOWN HEREON TO BE 4" C900. ALL LINES,
VALVES, HYDRANT ASSEMBLIES AND METERS TO BE
BUILT IN ACCORDANCE WITH THE HYDE COUNTY WAFER
DEPARTMENT STANDARDS.
14.) DRAINAGE FOR THE DEVELOPMENT WILL BE PROVIDED VIA
LOT LINE SWALES WITH A MAXIMUM OF 4:1 SIDE SLOPES
TO EITHER PERIMETER DITCHES OR ROAD SIDE SWAT ES.
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