76-08 OVERSIZED PLANS

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ANKS
DB' 1551� PG T72LLC
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4
O�� � Q�• / // / `_ __ / i (IP 5g�'0g» E S 5p1 /`20' INGRESS, EGRESS
�oJ� 4�' 3 / l I 4-\ I _ 85 55'
E AND REGRESS
s _014'
NP 09" E
`89.29,
�NOW / 0,9 ( ( ( �'- � NNp E C. DA Vr FORMERLY 128.10'
\
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DB: 1063 PG �84R T 4 ( / / ( r� Il EIP NPS
RA EX � 1 ! 84.31' I l I �4./ I i 1 .-1,
NOTE: r PP ( ( I
0 I p ,
AREA OF TRACT = 248012.29SF=5.69AC � N Ai -A/
AREA WAS APPROVED FOR 9 LOTS BY BEAUFORT COUNTY, AXLE \�� LOT I I asz,l (( /.
i 1 ��
BUT WILL ONLY BE MAKING 5 LOTS. ' / w N 42495.06
249506 SI I r�
\ {
PROPOSED BOAT SLIPS = 10 SLIPS(12'X25') Ln p 98 AC
F i 3 i I 1 I I II 1 I i
``� EIP N I ^ LDG
o
AREAS:`�� ERB .e`° Ex. P 0
y—
���Q�OQ
MAIN UPLAND AREA /.
3.47 ACRES / .,/ O / ExiSTI '^\ —------ _ �� ----' I i � 4 6
CANAL UPLAND <� NvG
V RTAEVEL� RO0.14 ACRES C,(PR/
RIVER UPLAND AREA � A �4"' AXLE — — — — — — — — �—� — EIP
/
0.50 ACRES ��,�, ��C�G o��'� PPG I! I 1 PUMP
WETLAND AREA o 0 lz- / c, / w r DISPOSAL AREA li o USE i f 2!
2.81 ACRES � G, Q
Q- ° C x 550
p / Ln
t Co i l/ II �� I / �l NP I l
/ ¢ ! �. �- ^°,All tea' `�° /I' I( / — •�•, I • .'o' •'♦ \��_� .••� j j
I .+•
�(�4/� `� ••� �' �• 3 3 o;• ••�••.....•'' • ! SILT FENCE ALONG
4 Q W'LANDTOE OF FILL AREAS
O \ ��e���O / QO �� •,`p�gND / •` ' • o TSILT OE OFFILL`� L N o i� l
p0 Q QQ' Q& `•, IPS %• ,� '•'�•• Y
; on E ''- / 1
/ a- � �; o� Q �Q' c�' a Q G� �, ' 6' . 4- o n 3s SOT 4 "' LOT
M4pe� so.6� N NPs L07' -,�,. Q 95'83 SF 62233.7 5 j l
/ o <c, �o p = �o z O q�• 0 4 wETc �-- 320 2 O qC 1 3 SF /
O �� ��• ANDS 92'93 SF ( 43 AC �' I
0, 74 O T 3 �- 4- ti
s000zb AC 38105 51 SF ,,.- �I I
3 , I �\ ` � sz 5 BOA 0. 8 / AC —THIS j !
IS UPLAND AREA WILL
. �N "\ \ \�� z PS _ BOARD
ALK 4i)4 RWETLANDD TO BE
CONSERVATION EA A I j
� ,, EASEMENT i
�„�S( l . T[7 BE DEDICATED �. N I
/5.0' BOARDWALK TO BE �, q TT X 15' PI \ \ > ,•� ; �,• ( I
/ MINIMUM OF 3.0' TO 10
BNLkNE T �\ \\\ \\�S 1\ o o ••�. �� /
/ BOTTOM OF STRUCTURE / q0 / •�, ••�• N!
\ �^ rr
� FROM GROUND. + QP = 2,3� � I �• '�,,� •♦
\ / ELEV. = 3.5' / �° _ _ VOLU X \, ` 1- I • 6825Sc '` W I
CA ME OF 8s S OF UP +/ _
NP 40 AVAT10 SUPS LNPS M 8 �% LAND )FLArID ''� / X
_ \ WETL N a 887 LEx S PROP Sy «��„SOS ''�•,`., !,
/ ) - EkC AND Cy HOR OR N — _ SL'68
AREA TO BE EXCAVATED �• �`,� AVATION 44 +C LINE RELINE NPS-.M „2C �,0 OS'921.'• /
E v�0 66 SF+ EL E�;_ 9S N•.,..Np..._,., -
/ - 4 C� + S „L2,9 b.69-•Iv _ _ — — '
\ / / 4" \ �` _461 E�=-4,6 E'-=-4,97 +_, k�L%,3x
°X12" CAP RAF 140N (OR EQUAL) NON WOVEN \ AREA T❑ BE DREDGED �OC.j �, , ,2 . — g �' A DA �'5,1 / _
FILTER FABRIC PROPOSED FILL GRADE '\
VARIES _ I 10' , t�- CQ �`�� + -
S
__ w� P �� „ / v.vsE� /V EL CANAL 1S k��,-h ��
AREA TO BE FILLED /, �� _ _ +_ 'D'19 /
4" X 6" HORIZONTAL � , - , •� � \ y / P V �
WALERS -_"� ' \
Q \
•"� \` / c,� i v�'� /�i ,� - __ BLICTRUSTwAT
� ER WAY
EXISTING GROUND NOTE: THE SHEETING SHALL TOP ELEVD BULKHEAD /
BE 2'-0" BELOW SOLID TO BE SLATTED 3
5/8" STAINLESS STEEL R00 J Q 'T
(THREADED 2'-0") GROUND LEVEL FOR EACH '� �.- / IF BACKING WETLANDS
•off, 1'-0" ABOVE GROUND LEVEL: �
0 DIA. PILING O 6'-6' LONG �� � • /\// / /
O 6' O.C. DEAD MAN / `V O �• �. CIO
/
GRANULAR FILL (SAND -PEA GRAVEL) / (I� -J
\ �'•�•• ��v / �4 G(�
Y1 Lttj
Q m V
X8"T&GSOLD WALL
GAPS WHEN BACKING WETLAND AREAS •I �v '� �O O m ^ O �
ALL FASTENERS TO BE HOT DIPPED GALVANIZED
THREADED
ZO O O J� ^ ^ tJ c7-
THREADED 5/6" MIN. DIA., OR STAINLESS STEEL AS SHOWN. 1 ' QP • / y / O Z O O �`
•10' DIA. PILE O 6'-0" O.C. J O Z O Q I /
/ �
/
EXISTING BULKHEAD 1'D e� 'n�se m �Q) C� r0F ELEV. _ .3
BULKHEAD DETAILS.
3A0K -EXISTING BULKHEAD IS FROM (Z) A
e �
M 6'l Z 6s 2166
4DE
-NARROW INLETS ACCELERATES SEDIMENT BUILD-UP AT B I C
MOUTH
N
TO RIVER AND THE SAND FROM THE UPLAND
Ace
3ULKHEAD BOARDS
(ADJACENT) AREA ERODES TO THE INLET CANAL, � s � / \���P` O�••0 /
• GAPS BETWEEN BOARDS -BULKHEAD FROM ©-> ©-> O TO BE REMOVED.
9CINC WETLAND AREAS X `'v � �• TOP D=3,5 OCK' '
-BULKHEAD (Z -> © TO BE RETAINED.
---__- _. GROUND______
-BULKHEAD ©-> � WILL BE NEW CONSTRUCTION. 7-0
c /~ EX
'Aw" n. i 0�"pol I� pR0 MSL EXCAVATION ABOVE MSL
TYPICAL BULKHEAD SECTION
NTS
L. 3.5MSL
SET PILES MIN. 12'-0" IN GROUND
ALL FASTENERS TO BE HOT DIP GALVANIZED
THREADED CONNECl'ORS 5/8" D MIN,
ALL TIMBERS TO BE CERTIFIED FOR USE
IN MARINE ENVIRONMENT
TYPICAL PIER CONSTRUCTION
NOT TO SCALE
VL
0 BRACES
NCH SECTION)
2"X6" DECKING-)
DRAINAGE
BOTTOM GRADE
TOP ELEV. = 3_!�n'
2"X8" STRINGER
OPENING
TOP OF BH
SUPPORT BLOIICK
4,0' TYP - —
8,0' TYP
CD
N WL = 0.00'
�).0 13UARDWALK ALONG"
BULKHEADING IN BOAT SLIPS
NTS
ryryo ^D -
�0/ //
WOHOGAZ PIER
5.0 EXTEND T 0
WATER DEPTH
EL_-4,57
c1
2.30' p EREAReAREA _ 950 �SS,
A = 1540 SF SF /(b ph'SoOSe
2 d
NETEI
MIN, SLOPE C 1'/ 100' = 1,0%
1,0% (20') = 0,2' NEEDED TO MEET
SLOPE REQUIREMENTS PER
15A NCAC 07H,1205(c)
SWIMMING SAFETY AND DIVING
FROM THE PLATFORM IS GREATER
AT DEPTHS OVER 5,0',
M
.00 G q DOS
Wq TE Ti �jT ED I /
\_ �
/ EXCAVATION BELOW MSL 3,0'\`
`
EX, BOTTOM PROF TT M I I, I = 5, 0'
CANAL BOA DW
Pq• I ELE . = 3 Sn LK ECu
/CO R/ ` ,
ER
7,2' 30' 7,2' MSL
3.5 +/-
- — — — 5,3'
a PROPOSED ;,=OTTOM
CROSS-SECTION A A
CHANNEL DREDGING DE IL
NTS
TOP
CROSS-SECTION C C
BOAT BASIN DE AIL NOTE: THE BULKHEAD SHALL
NTS BE 2'-0" BELOW SOLID
GROUND LEVEL FOR EACH
1'-0" ABOVE GROUND LEVEL
�.r\vJJ—JtU IIUN ti
CHANNEL DREDGING DE IL
NTS
12.0' MIN. 12.0' MIN.
TYPICAL SLIP DETAIL
N TS
ELEV
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3SUE
DATE:09-11-07
RAWN
BY:
RBD
HK'D
BY:
RSJ
DB N0.
05205
o PKNS
LEGEND
P.K. NAIL SET
DWG. NAME: SITE
O EIP
EXISTING IRON PIPE
*NIP
O NPS
NEW IRON PIPE
SCALE: 1"— 50'
NO POINT SET
❑ CM
CONC. MONUMENT
o N&C
EXISTING NAIL & CAP
o EPK
o NPK
EXISTING PK NAIL
NEW PK
H O R I Z: N /A
OPP
NAIL SET
POWER
OLP
POLE
LIGHT POLEomp
VER T: N/A
❑ TEL
METER
TELEPHONE EPEDESTAL
RAW
RIGHT-OF-WAY
�
s RB
CENTERLINE
DWG. NO
REBAR SET
0 ERB EXISTING REBAR
o ERRS EXISTING RAILROAD SPIKE
@cG CONTROL CORNER
50 0 5<
Scale 1" = 50' SHEET 1
1
OF 1