81-12 OVERSIZE PLANS

Al -Iz
NOTES:
Revisions:
�T
® 1. ADJOINING DEED REFERENCES BASED ON CURRENT INFORMATION FOUND IN THE BRUNSWICK COUNTY TAX OFFICE. ATLANTIC 11 V TRCk c (lA 3 TA L
2. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, RESTRICTIONS, RIGHT-OF-WAYS OF RECORD, WATERWAY
GOVERNMENTAL ORDINANCES AND/OR REQUIREMENTS WHICH MAY LIMIT THE USE OF THIS PROPERTY.
3. THIS SURVEY DOES NOT CERTIFY LEGAL TITLE TO THE LAND ITSELF OR TO THE BOUNDARIES SHOWN. USERS OF THIS PLAT
SHOULD OBTAIN AN ACCURATE LEGAL OPINION AS TO OWNERSHIP WITHIN TM BOUNDARIES OF THIS PLAT.
4. DOCKS, PIERS AND T-HEADS MUST BE ELEVATED AT LEAST THREE FEET OVER, THE COASTAL WATER SUBSTRATE AS EDGE OF DREDGE CANAL
MEASURED FROM THE BOTTOM OF DECKING
1120
5. ELEVATIONS BASED ON NORMAL LOW WATER LINE AS SHOWN. NLW=0.00' EQUALS -3.81 N.A.V.D. 88
6. WATER BODY WIDTH: 500 FEET FROM LANDWARD EDGE OF MARSH TO LANDWARD EDGE OF MARSH.
EXISTING 8' X16' FLOATING
DOCK TO BE RELOCATED
PROPOSED 12' X 12'
BOAT LIFT WITH PILINGS
EXISTING 12' X 12' PROPOSED 8'X16' FLOATING
HOLDEN BEACH
BOAT LIFT TO REMAIN -1,7
1.5 DOCK WITH PILINGS
�
VICINITY MAP -0,6I _---,-, r
� I r psi 6 ii
NO SCALE ` i I I -0.9
THIS PORTION OF DOCK 1-- 8 PROPOSED 4' RAMP
TO BE REMOVED IT I � I TO FLOATING DOCK
• EXISTING DOCK LINES `SHOWN AS DASHED
• PROPOSED DOCK LINES SHOWN AS SOLID
80' SETBACK FROM EDGE
OF DREDGE CANAL
I I I NORMAL LOW WATER LINE 05-03-2012
1I t 1 ► l i r r J�' I ( 2 — �''r 20' I (0.00' ELEVATION FOR THIS PLAN)
1, CHRISTOPHER D. STANLEY, P.L.S., CERTIFY THAT THIS PLAT OF SURVEY IS A TRUE ����\ `�� CA%' ����� I i L WOK `� If 9.16 PROPOSED 4' WALK (20')
WALKWAY TO EXTEND I
AND ACCURATE REPRESENTATION OF LAND SURVEYED AND PLATTED UNDER MY ` ®OFE3S/O "�®� TO 6' WIDE HERE I I 0.5
(STATIONARY)
DIRECT SUPERVISION AND IS IN ACCORDANCE WITH THE STANDARDS AND PRACTICE �'� �y', i �0 6 I l0'
FOR LAND SURVEYING IN NORTH CARO INA.WITNESS MY ORIGINAL SIGNATURE. — SEAL < ' — STATIONARY PLATFORM I i i i 9.9
_� : ` L®338� .: y+ TO EXTEND TO 15' WIDTH i i i I PROPOSED 5.1' X 10 ADDITION
REGISTRATION -NUMBER ER EAL 3RD DAY OF MAY, 2012. �i 5.1 I I
1.4 I TO EXISTING STATIONARY PLATFORM
.
r'��, _1_ �_ — �_ —
CHRISTOPHER STANLF�i' P.L.S. VCL-3387 i� 3UR \`� I —! —I
�i%C����� WATER -WARD EDGE 124.1'
I��rrr►IItIII��� I
RIPARIAN
CORRIDOR LINE I i ° I i MARSH GRASS
I I —�!— 15'
I I
APPROXIMATE LOCAL HIGH 15
WATER LINE AND MARSH I i !lu
i I RIPARIAN
LINE (03-07-2012) I I 141 I I
CORRIDOR LINE
2"x4" s 2"x6" CAP I I I I Iy l �_
2'x6" rt� DECKING 4"x4" -�' 62 '
N81° 5T 28°E `
'2~XS" PRESSURE TREATED/,/-RAfLINGPOSTT I L56
FLOOR JOIST@ 16" O.C. I N85° S6' 16"E
51.47' 9.3' TOP_I W
OF PIER
r °
16" q �
t11.7 I
2"x6" ..�
GIRDER
PORCH
2"x8" 6" ROUND PILING EXISTING
"X" BRACE (TYP) DRIVEN TO LARRY CAUTHEN
(SALT TREATED) 10kips LOADING q C.E. INVESTMENTS HOUSE
DEED BOOK 3223, PAGE 568 I
DEED BOOK 2688, PAGE 686 I MAP CABINET V, PAGE 311
MAP CABINET V, PAGE I I TAX PARCEL: 23200059
GRADE NOTE: I TAX PARCEL: 23200051In
o I
X"O BOLTS AND HARDWARE
(HOT DIPPED GALVANIZED) i
~ o
PIER SECTION a
NO SCALE N
NOTE: °
THIS DETAIL IS FOR PERMITTING ONLY.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR ! q
SHALL CONSULT WITH A STRUCTURAL ENGINEER
FOR CONSTRUCTION DRAWINGS.
I
20' PROPOSED FINGER PIER 2•x6• CAP I I
4 x4' I
z^xa" s RAILING POST N80° 54' I8„W 64.95 51
2"x6" DECKING W/MIN. q
y" SPACINGBETWEENPLANKS
BENCHMARK: PKS
2"x&' GIRDER ELEV.=5.73' (NAVD 89)
"x^BRACE ATCn
A LT
(SALT TREATED)9'+- {�11T W
PII.ING UY ) 50' R1GH _OF-WAY�V lo'-o^ 1 a-n•
NORMAL LOW WATER (05-03- 2012)
APPROXIMATE ALL PILES TO BE DRIVEN ELEVATION=0.00'
GRADE TO 10 kips LOADING
NOTE: DECK DETAIL
THIS DETAIL IS FOP-PERMITTINGONLY .
PRIOR TO ANY COA STRUCTION, THE CONTRACTOR TYPICAL SIDE VIEW
SHALL CONSULT WITH A STRUCTURAL ENGINEER
FOR CONSTRUCTIG.11 DRAWINGS. NO SCALE
FOR DOCK PERMIT USE ONY
�a
I
q
I
I
1
I
WA17NE LONG q
DEED BOOK 2950, PAGE 6
MAP CABINET V, PAGE 311
TAX PARCEL: 23200058
�4
I
0
M �
0 N
Q
zz
ADJACENT PIER
ALIGNMENT
ATLANTIC INTRACOASTAL
WATERWAY REVISED RIGHT-
OF-WAY PER MAP
CABINET V, PAGE 311 ma
MAY 0 7 2012
OWNER: ')"ILrI�l>'al�i.
LARRY CAUTHEN
10208 DOYLESTOWN'ROAD
MATTHEWS, NC 28105
1-704-846-1419 HOME
LEGEND
LABEL
SYM.
DESCRIPTION
IPF/IRF
•
IRON PIPE /ROD FOUND
IRS
O
5/8" REBAR SET
MAG
♦
MAG NAIL FOUND
CMF
CONC. MON. FOUND
CMS
CONC. MON. SET
NCGS
®
GEODETIC MONUMENT
PKF
♦
P.K. NAIL FOUND
PKS
I
P.K. NAIL SET
RRS
RAILROAD SPIKE
PNS
le(
POINT NOT SET
-5.3
1 SPOT ELEVATIONS (MSL)
SCALE: 1" = 30'
0 15 30 60 90
V
� V
O
0O U
'q c
r-- E
> 0d
.. N
LLJ N tA
z L .0
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FE
F.. Of
w— LIJ
Lo
U)
. �. 00
LIJ 'CK
0 N
c LU N —c:
c m a
U
Z'50r
it I :�
cO0z
0 +
\.J O �
0
(10
w
Q U
CqO
4.
d U
Nv,004 ji C' �
.- z��NNU
� � Q
w �
U
Q O O bo cn U
p YUl'L This nlaWing shalt not he reprogljo0d III whole or III part �, !thous
"...,;- , -tl of F,;. - r, EnginPenng �, "'irveying , P.C.
ECPROJECT NO 1146