48-17 Oversized Plan

RALEIGH ST.
IN ACOASTAL WATERWAY ( I
" HOLDEN I I
SITE BEACH, NO PROPOSED I I
STATIONARY PROPOSED
DOCK BOAT LIFT '
OCEAN VIEW BLVD.I > I
PROPOSED
HIGHPRoPasEa
PIER ATLANTIC POINT ST. TOP OF PROPOSED FLOATING I 1
OCEAN VICINHimITY MAP BANK RAMP DOCK I .Z.•,t I
NOT TO SCALE I I
FWT of I
0
_I 1
8.4' NHW Z 0I m I
3.0' NLw
;I 3 o
I O �I
CROSS SECTION
NO GRID NORTH, NAD 1983 (NSRS 2011) nts m
HORIZONTAL GROUND DISTANCES
COMBINED SCALE FACTOR: 1.0001474` I I
[ z 1
ml
r
m I �I
�I � I
n�'
l{ I
DI
MARSH
LINEz {
--- ----__-------------r—I
— _ — — — — — — — _ EXISTING I
— ._ — . _ — — — --DGG
— _— -- -- — "` —EXISTING RIPARIAN EXISTING
WALKWAY CORRIDOR LINE OAT LIFT j
— — — PROPOSED I
LOT 1 � — — — 15 RiPAH1AN � — — — — — — — — �.-�}
MARKER _ _ _ _ " _ _ _ _ _ _ _ - - `SETBACK I 12' x RE I
�•�/ FIVE
_ unlcavERED
FIFTY Y Fi Y E — NORMAC^HIGH— — — — — —� — — _ _ — r — — _ — � _ _ — — — — — SLIP 3— BOAT LIFT
WATER �'""° I
MAP CABINET Y, PAGE 337 ERB � — — 2.5' NI.w+ SLIP 2 PROPOSED
CORNER FALLS — — I
IN CEDAR TREE 'A3 27
„ W _ �.a' Nt_w 12 x 16' I
N 08'20 — .................. _.... 2...:_5 " i FLOATING DOCI
LOT 2 txlstlG �I _ -- _ ------ —- ---- -- __ -- — _ _ _ —_ PROPOSED
z o Nd SE "' TOP OF — _ _ — — —" — 12' x 16'
/ 22,280 SO. FT: c� x BANK — — -- — -- 15 RIPARIAN — — -- — — — _
VEt — COVERED DOCK
ER8— — — — —S1mT8ACT< — — EXISTING j 13' x 17' I
m COASTAL PROPOSED R#PARIAH BOAT LIFT c+— fl
`'') SO ~~ .17 roe' MARSH LINE ; — � — — — — — — __ 6' WIDE PIER CORRIDOR LINE I WITH OVERHANG
20 43 E —
h� ERB S 08' ..._ — — _....._. — — — — _. — — — —
LOT; 3 --------------
I
-�}K
so MARKER _———-— —- — ——
-- OC
----------
FfY FIVE { I
MAP CABINET Y, PAGE 337 \ I I
\ I I
I I
LOT 4
CN Cr cogv / ! I
Va
�CF oN M CV
B/ ' I I
op p 1.NRB
C� "�
FMF,yT /
i I
ERB
�1Y TIE LINE:
COMMENCING AT MONUMENT "GRIF", ( NC GRID COORDINATES: I I
N=59,420.2519 AND E=2,2111,631.8070); THENCE N 86'45'11" E I I
824.04 FEET TO MONUMENT "HB 12", ( NC GRID COORDINATES: I I
N=59,466.9245 AND E=2,212,454.5233); THENCE N 82'56'44" E I
3211.72 FEET TO A COTTON SPIKE; THENCE N 03'39'29" W
281.33 FEET TO A COTTON SPIKE; THENCE N 56'12'26" E I
296.37 FEET TO NRB "A"; THENCE S 17'24'53" W 49.99 FEET ( {
TO ERB "B". ALL BEARINGS ARE ORIENTED TO NO GRID NORTH I
NAD 1983. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
I I
TYPICAL PIER X--SECTION TYPICAL PIER ELEVATION I f
I NOT TO SCALE I NOT TO SCALE I I
6, —p.
2"X 6" CAP
�
2"x " 4"X '+
RAILING POST
2"X 6" DECKING
LINE
BEARING
DISTANCE
L1
S 61'40'46" E
25.44'
L2
N 66*02' 15" E
9.16'
L3
N 47*09'19" E
61.92'
2"X 6"
HEADER
6"X 6"
PILING 2"X 4"
Li
I
l
I I
I
I I
{ {
I I
I I
I
I I
I
i
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
225.00'
S0.10'
49.99'
S 17'24'S3" W
12'45'25"
C2
225.00'
S0.1q'
S0.00'
S 30'17'32" W
12'45'27"
}
I NOR714 CAROLINA
I BftUNSWICK' COUNTY
I I, GARY L GURGANyo%4E�e�ijs THIS PLAT WAS DRAWN UNDER MY
SUPERVISION F�&�I� �C AL� ADE UNDER MY SUPERVISION,
I DESCRIPTION R�� � •• ET Y, PAGE 337 ,THAT THE
c
I ERROR OF CL�iSk�RE1�CALCU &MPUTER IS i/
I THAT THE �t.1NDgF21�S NOT 5UR '� AR SHOWN AS BROKEN LINES,
PLOTTED FRAM I40RMATIFERENSEO, QIAT THIS PLAT WAS
I PREPARED I$ ACC;a7RDANM41Q-#! G.S. l47-3J7 A5 AMENDED. WITNESS
I MY RIGtNAG51 A rr'' Gt A�7 NU1,�3ER AND SEA