142-06 MM Oversized Plans

NC
— 6'0" MAX
6' WIDE BOARDWALK
SCALE: NOT TO SCALE
STRUCTURAL DESIGN BY OTHERS
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4
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5'=120 SO.FT. A 0
y � �
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4X47'=188 SO.FT.
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177
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SLIP & PILE TABLE
LOT #
SLIPS PER LOT
PILES PER LOT
1
2
2
2
2
2
3
2
2
4
4
3
5
4
3
6
2
1
7
2
1
8
3
1
9
2
3
10
2
3
TOTAL
25
21
LEGEND sn
ID
WETLANDS
� MTown
HC
BRIDGE I Creek C
W £X. WA TERLINE HWY 70
SITE r
W PROPOSED WATERLINE �` f
�✓ j 4
� ray]., F o f
R/W EX. RIGHT-OF-WAY > creek
ac
Redio
— 3 EXISTING CONTOUR Isle'd
cr
a
+LP PROPOSED LIGHT POLE Z
F EXISTING FORCE MAIN (TOWN)
Ss— PROPOSED SEWER
BL PROPOSED BOA T LIFT p
TP TIE PILE J
PROPOSED 6' WIDE DOCK VICINITY MAP (NTS)
(PARALLEL TO SHORE)
PROPOSED 4' WIDE
FINGER PIER
10PROPOSED TIE -PILE
i-EX. BULKHEAD
PRE
0
-------------- -
-------------- --
-------------- --
HW v
----- --
------
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--------
-------
--------
-- - - - - --
- ---
-- - - - - --
--------
----FUTURE
--------
-- - - - - --
--------
HOUSE PAD
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--- --
-
--
\
10
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--
-4.0
-- - - - - --
--------
-- -- - - --
--------
-- - - - - --
-- - - - - --
-- - - - - --
--------
-- - - - - --
--
/IOUSLY
DREDGED
0+00 1 +00 2+00
SECTION B-B
PROPOSED 6' WIDE DOCK
PROPOSED 8'x 15' PIER
PROPOSED TIE -PILE
10\
�4'X92'=368 SO T.
,/ -- _ / n
4'X14'9•-59 SO B
cn
o
N 4'X11T=4 8 SiFT.
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POND �� j
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4 / /4'X55'=220 SOFT.
DCD
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4'X44'-176 SO.FT.
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I 4 X48'=192 SOFT.
i NE WPOR T RI VER
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10.00 / 4'X44'=1 6 SOFT. Ah WP R � RIVER
in z CD
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CA I I I
/-EX. BULKHEAD
3+00
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- - - - -- F IST
- - - - - - - -
- - - - - - - -
--------
RE- AOU-S€-fA
-- - - - - --
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10
-- EX. -RIP RAO
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COAS
WET
AL
DS
Z - _
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/
L I M I T .. moo, 'TP i (TR BU!l ..... �� � �" I C) —�-I � —��i O O � I
v 30 SETBA ❑F 6' s 4'X44'=176 S .FT' i 3 CD 0i c C � 0+00
° CK (� F'�ISpj COAS AL A 800, TP / y 4 X44 =176 SOFT. j I I n n n U� (n N I
m cn cn D
f W a0LkNego v NG 9 CkyWET ANDS -cr / BL TP•'/ it TPA TP 4'xaa'=17� SO.FT ! ' ITS co TP ° v7 TP, �n D
T�' l sFTeAck o Ap ► 4'x48'y192 SOFT. TP nOTP > M°TP - z
8 X24'� 19 SQLFT, I I T o
_ O ti x
/ / / 8ix8' OVE ED AR TP.; 2
\ I ! I j I D -m-i Z
I
/ / 3 A ` / l DEfi/GNA TED AREA I I i CD
8 X24 192 SOFT F017 COCK. TYP. n
9 V
8 IEA CH BUILDING Sl Tc" T P
TATE PORTS AUTHORITY ��� l l ky sFrq �` // BL 6461
ZONED PM - l� �k� o bpi I; 8 X8 VERE AREA 4'(26' 1041 SO.FT. 1 ;I B r ,f
0 D I
/ l / l _/_l� --'. \ ;' � OW i !'-�•_au % E = I I
Ii
BL 69618 4.9-7671 ti � ,II i
I ' MEAt
00 O'8' 192 SO T s
2 S?.FT• 10.00 6 X36'9 210
.5 SO.FT.SeTa4K 90• BL 4'X48 BL
TP i 110.00 I0.00" f `'
126 SOFT. o i I I
i 6'x14' N60 3 48
3 q g -
/ T i 4.
6'X21'=
s 9.04 3' TA °
77 '
,
TO j i P
^ rBA�K 126 SOFT. I I
I
-76
Fti / 94.73 ; 55..01 s'xs' 1. a
30, B FFE 26 �SO�FT. �`6 X14 N BL l Z 6'X6' 8 � 6'Xs' t
B'
R Sfrgq 6'X2t'= Oo Cam! - i BL i 4 WX35'=210 SO.FT.
CK N 126 SO.FT. .0 ! o 0 SETBACK -
i l I I O I- 30. N 6 X45 -SO.FT.W 30
N : I =270
o ( - -- - SETBACK Ul I C0 1 W 30' BUFFER---
00 ------------
I W
C /
-
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W
i'I L4
i
m 10.00 ;
6'X6' I IO
I i
L
X35'=210 SO.F.66. g?
o SEC 8 I rn
X6
/Alll ! i
6 35'=21 o o.Fr. 6 6. 5
�0 SE7gq / / /I !i!i - - i - -' --75' �CECLUNE-o -
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N I ,
sI P 5 7. 3 8 5 7. 9P'b := 6 2. 5 5 1 1 8 .BED o P • 2 2 OPP� 6 8. 8 2 - - 7 6. 15RELROL 7 4. 9 7 5 5. 15 - 4 9. 7 9 a- S 55° 33- W
c F S55044' 00"W 559. 36 TOTAL CITY LIMITS �-179.91
S55 39' 20"W - - TOTAL
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........ . ...... ._ /.............. . .... . . . _ _ % �... . . . .. . . ........ ... .. ............... .. . . . .................... ............. . ..........� � SEAL `�
ISLAND IR . ..... - - __-_ -__-_- :. �...::. .... � _ 4 '' � = : 37376
SHEET # 1 OF 1 30 15 0 30 60
PROJECT #:PM23783_001 PLAN U EW
DESIGN FILE #:Tide Lines Construction Drawi ngs. dgn SCALE : 1 /' = 30'
1 +00
2+00
SECTION A -A
1 ININIMMi WA •
•T MIMI WN•
AUGI 3 2016
DUO- ° HD Cl-r,Y'
3+00
REVISIONS:
Na 1 BY I DATE I DESCRIPTION
I I CHIC 161271161 DCM COMMENTS
CAMA MAJOR MODIFICATION
TIDE LINES RESIDENTIAL AND
BOATING COMMUNITY
MOREHEAD CITY TWSP. CARTERET COUNTY, NORTH CAROLINA
CLIENT: TIDE LINES, LLC DESIGNED:
CMC
ADDRESS:1450 E. ARLINGTON BLVD. STE A DRAWN:
GREENVILLE. NC 27834 CMC
PHONE: [phone] CHECKED:
STROUD ENGINEERING, P.A. APPROVED:
151A HIGHWAY 24 CMC
MOREHEAD CITY, N.C. 28557 DATE:
[phone] LICENSE NO. C-0647 5/18/16
SCALE:
CHARLES M. CULLIPHER P.E. 1 "=30'