124-18 Oversized Plan

West
Norris
Pettiford
Creek Bay
Vicinity Map -Not to Scale
Pettiford Creek Bay
3/8"x8" Galv. Log Bolt
5/8"x18" Ga/v. Timber Bolt
518"x18" Goly. Timber Bolt
3/87x8" Goiv. Log Bolt
2 x6" S. T Sill
5'
- (2) 5/8 X18°-
Galv. Timber
Head ihru
2.5 Marine Grade
8° Piles-8' O.C.
(8' to 10' Pile
Penetration)
Section View
Scale: 1 " = 4'
67.6'_
5'
31.3' Platform
29.3'
Finger Pier__� T
Water Depths at Normal Low Wate
4'x8 x4" 6000 PSI
Conc. Slats, Marine
Grade W/ Rebor
(2) 518 "x 18"
Galy. Timber
Head Thru
5 Marine Grade
Piles-8' O.C.
4'x8 x4 " 6000 PSI
- Conc. Slats, Marine
Grade W/ Rebor
6"x6" S.T. Ground Contact
10.0
9.0
8.0
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
-4.0
-5.0
31.3'
29.3'
Finger Pier Q,
N
1O 3��
Scale: 1 " = 20'
Six Proposed
13'' x 13' Boat Lifts
Comm on Area
^,a0^ 605 Sq. Ft.
or
L48 /
0) L4X/XL�`�
L
�ashS L44
/ s I
Open Water
Open Water
` Fa
�O \ bosh
r
18
Ir
ti
O
x >x ' 6'x • O 4r L �
`fix �x 8x x �x ,fix L23
?fix\0 Iv s rsh ��sh �10 N I
O-A \
.> 1
� x
\?� Finger Pier \�9 \�] \06' \06
x x x x x x
131
r N 57°23'41
\o � 56. 12'
'fix x x \� '6' •6 6 �
\ � •9x
�x x .19 Normal High Water Line
Finger Pier \2
?srx x\ \ X
\
c--
N
15' from Riparian Corridor Line m 572.77"
j
- S 5 7°23'41
Riparian Corridor Line \ »B
\ Billy M. Norris
Bk. 14 70, Pg. 446
M. B. 32, Pg. 446
Pin #537502572097000
r
o
� C �
ai O m
Billy R. Parker, Jr.
Bk. 126 7, Pg. 355
M.B. 31, Pg. 437
Pin #537502570694000
r-/ - - -' -7- - - ' •
Z
�u
3
Z
2
Ci
Proposed Pier
Bottom of Decking
to be 3'
proposed Prey
above
Wetlands Substrate
60und
Nat�ra
Bottom
�
650 45U 4UU 13DU SUULJULUU
Horizontal Scale: 1" = 40'
Vertical Scale: 1 " = 4'
N Timber Piles: Embedment,
Diameter, Placement, etc.,
per structural design,
Building Code, Contractor
5 3' 6 & where applicable, Boat
Lift Manufacturer.
Six Proposed
13' x 13' Boat Lifts
7�U 7UU
5U
Z
LEGEND
0 -SET IRON PIPE/ROD
• TING IRON
OHP SO ERHEAD POWER
s�0, GW-GUY WIRE
19 -� +-NONMONUMENTED POINT
005? 0e� AG -ABOVE GROUND
BG-BELOW GROUND
-POWER POLE
SDT-SIGHT DISTANCE TRIANGLE
o -SET MAG NAIL (CONTROL)
N
REV DESCRIPTION DATE
REV DESCRIPTION xx/xx/XX
57
10' M.B.L.____J E6 ,X�- o-Tidal Bluffs Ct. 50' R/y
E5 .55.64
°36'43 E
Qa
N 47 x 39.66' �
5
�5 98 " G S 57°23'41 ' W
e c> 30 M.B.L. � q
A
4, U
ti 4r
/ NCO ��2 �(31 yJ
I
�CL Q ��
?
30
� ' M.B.L. �
L-
10' 133.74' ro
M. B.L.
16.51 ' W
BOO'
V1 �
•
10.0
9.0
8.0
7.0
6.0
5.0 O
4.0
3.0
2.0
1.0 1.2: (Normal High Water)
0. 0: (Normal Low Water)
-1.0
-2.0
-3.0 p
-4.0
-5.0 •�
1 CERTIFY THAT THIS MAP WAS DRAWN UNDER MY �+
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION (DEED DESCRIPTION RECORDED IN '
BOOK 1586, PAGE 036 OR OTHER REFERENCE V �I
SOURCE M.B. 33, Pg. 597); THAT THE BOUNDARIES NOT
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION
IN BOOK ,=:_- PA OR OTHER REFERENCE
SOURCE • THAT THE RATIO OF PRECISION OR r
POSIT70NAL ACCURACY IS 1:10,000+; AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDA DS OF
PRACTICE FOR LAND SURVEYING IN NORTH OLINA
(21 NCAC 56, 1600).
THIS 11 th DAY OF June, 2018.
C Date 06111178
Job 16785CAMA2
n 99 Cogo 16785NLW
A e Drawn CAB
Scale 1 " = 40'
40 0 40 80 120 Sheet
GRAPHIC SCALE - FEET Of I