HomeMy WebLinkAboutBR0160_Permit Drawings_FO_20230515z
0
DETAIL A
RIP RAP AT EMBANKMENT
I Not to Scale)
10,mm.
Ditch 1.0'min. 1.5'
Gmde
GEOTEXTILE
Type of Lin- SEE BELOW
FROM -L-^STA. 18+37 TO STA.18+49 LT
DETAIL B DETAIL C DETAIL F
SPECIAL CUT BASE DITCH SPECIAL LATERAL BASE DITCH TOE PROTECTION
I Nolb Scale) INotW Scale) 1Not to Scala)
3^
NaNnl or Front Natural oR . Fill NATURAL
GrourM 3.F D FpHeT Ditch Ground ,R3.�o D 3�\�oS SIOPe GROUND
Slaps fo Bl� F
L�J Min. D= 1.0 F. � Min. D= 1.0 Ft. d Elu
B= 4.0 Ft. B= 4.0 F. d= LO FL SLOPE
6= 2.0 Ft.
FROM —L— STA. 12+50 TO STA. 14+00 LT e1.5:1 FILL SLOPE OR FLATTER IF ROCK EMBANKMENT Type of LinerSEE BELOW
FROM —L— STA. 12+75 TO STA. 13+94 RT OR ANSITI IF TRONING TO ROCK EMBANKMENT FROM —L— STA. 14+00 TO STA. 14+50 LT
coRu _�_ cis i'1�� TO STA.io ii RT 8 TONS CL 'B' RIP -RAP; 40 SY GEOTEXTILE
SBG: BEGIN -L- 17+20 END 18+64 RT
O NOTE: O
THE UPSTREAM AND DOWNSTREAM CHANNEL CHARACTERISTICS 0
O AT STRUCTURE 0401 CONSISTS PRIMARILY OF FLAT WETLAND L{1
AREA. THERE IS NOT A DISCERNIBLE CHANNEL AT THIS
---- E LOCATION. THE EXISTING 18" RCP WAS FOUND IN GOOD
E CONDITION AT THE TIME OF THE FIELD INVESTIGATION (05,062021).
E
- E —
E
E E
E
DAVID B. STANALAND, JR. I i�.
TO THE INTERCOASTAL WATERWAY
w
GlN PRt
0/ EC AN ZEI
. /3 0 SPE
SEE
W US 1 \ \ GE'PE
PROPOSED CONTOURS (SOLID LINES) AND
DETAIL J EXISTING CONTOURS (DASHED LINES)
CHANNEL CHANGE -
\ INaro Solo)
i
Slope �\ D
SEE CONTOURS FOR "D"�' IIII
B= 8 R.
404 WETLANDS
Cis
'GI °�.
% E DITCH '
5/EE DERAIL C
I
NAB 8�
A 2p11
PROJECT REFERENCE NO.
SHEET NO.
BR-0/60
4
RW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FROM -L- STA. 18+67 TO STA. 19+10 RT
DDE = 30 CY
RAL1 SIX FORKS ROAD, SUITE 400
NC FIRM IC NSE N
CAMA ESTUARINE NC FIRM LICENSE No F-0493
SHORELINE AEC
MHW ELEV. (4.8') PERMIT DRAWING
4044CAMA WETLANDS SHEET 4 OF 17
RIP RAP AT EMBANKMENT
N II°03'17' W SEE DETAIL A
_ X
FILL IN WETLAND
5' X 6' RIP -RAP PAD
�P I ✓ 3 TONS CL 'I' RIP -RAP; 4 SY GEOTEXTILE
,///HAND CLEARING
® `BIMINI MA
WIN �� �;d'a+,�
I
N .,,,�►1� \l
_ . r _ JbL.. __ ��Iy�hILJ'�r0'� e , ��;�1=�EE�a!` •- —� � _•*1110
��, . ���������L"1►v®�®fir' -�+R�'��/�►/N�,,a�' ®� ����5 tr.
„000
RRR
�D •
C"
liuluiu Ili l '
DENOTES HAND
CLEARING
DENOTES IMPACTS IN
SURFACE WATER
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
* *
DENOTES MECHANIZED
CLEARING
50' 0'
50' 100' 150'
D VID B. STANALAND. JR. % ��AC �'
HAND CLEAR R CK PLATING: BEGIN -L- 17+37.50 END 18 64.44 Z
SITE
404�CAMA WETLAN S
BEGIN -L- 17+37.50 END 18+64.44 RT.
SEE SHEET 2A-2 FOR DETAILS
2
NIL
FOR —L— PROFILE, SEE SHEET NO. 6