20210501 Ver 1_Waterside Stream Crossing Detail_20210315

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DAMAGED/BURIED.
LOCATION
APPROXIMATED
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50
0
n
50
100
1 INCH = 50 FT
EXISTING STREAM CULVERT
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7
REQUIRED WETLAND FILL
"1/1 '
30" HDPE
83LF@0.60%
PROPOSED CULVERT
REPLACEMENT/IMPROVEMENTS
(PERMITTING BY OTHERS)
/FES #1701N\
I.E. 19.00,
WETLANDS (TYP)
STREAM TOP OF BANK
DELINEATION
(AS SURVEYED BY CFE) /
W jQ
PROPOSED
HEADWALL
(TYP)
RIP -RAP FOR
CULVERT
PROTECTION
(TYP)
EXISTING TOP
Q/
OF BANK
/
CI #104
RIM 24.13
I.E. (SW) IN 20.08
#104A
RIM 24.13
I.E. (NE) OUT 20.19,
\ i 50
J
EXISTING
GRADE (TYP)
26
24
22
20
18
16
14
0
REQUIRED IMPACTS PERMITTING:
WETLAND IMPACTS = ±0.05 ACRES
STREAM IMPACTS = ±110 LF - ±45 LF (EXISTING IMPACTS) = 65 LF
50
100
PROPOSED STREAM CULVERT
±110 LF
PROPOSED IMPACTS
ROADWAY SECTION (SEE
SHEET D-501 FOR DETAILS)
GRASSED SHOULDER
SLOPED TO ROADWAY SD
COLLECTION
APPROX. LIMITS OF EXTSTIVG-
STREAM IMPACT
26
24
22
20
18
16
14
11+00 11+27
COMPACTED
FILL MATERIAL
PIPE INVERT TO BE LINED
WITH 3"-6" OF STREAM
BEDDING MATERIAL
NOTE: ANY REQUIRED
PERMITTING PERFORMED
BY OTHERS. CONTRACTOR
TO CONSULT LAND
MANAGEMENT GROUP, INC.
PRIOR TO WORK IN THIS
AREA.
PROPOSED CULVERT PROFILE
<917
PHASE 2
litS4 z'P6HASE 1A & 1B
PHASE 3
VICINITY MAP \o`'
y SURF
SEE SHEET 1-1 FOR LEGEND AND
GENERAL NOTES.
ISSUED FOR
REGULATORY REVIEW
0
ISSUED FOR
REGULATORY REVIEW
MRH
3/10/21
REV.
DESCRIPTION
REV.BY
DATE
REVISIONS
A,T E RS irab,t
no-4 SURF CITY NC —.411=
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
[PROJECT
NUMBER :
416-031
SCALE : AS SHOWN
DATE :
SEPTEMBER 2020
WATERSIDE
PHASE 3
CULVERT STREAM CROSSING
REPLACEMENT/IMPROVEMENTS
PROJECT NUMBER
416-031
SHEET NUMBER