10381723-01CG112 01CG112_Culvert_stabilzation_Additional_page_20240502

1
2 I 3 I 4 I 5 I 6
7 1 8
CULVERT OUTLET STABILIZATION,
SEE THIS SHEET
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_ ALUMINUM STRUCTURAL PLATE
=��HEADWALL WITH WINGS, SEE
:DET�ILSSON=01C-501 _
MONARCAS CRD
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do
LIMITS OF STREAM
PERMANENT STORM
/ DRAINAGE EASEMENT
I REF. DB 3494, PG. 1062 -
03
DAVID R. & BARBARA J. SPEAR`\\
\ DB 2649, PG. 217, TRACT 3
— TAX P.I.N. 6817-95-0859.00 16'-1"x1o'-4'UM
�ALUMIN STRUCTURAL PLATE CULVERT,
SEE DETAILS ON 01C-501
PLAN VIEW
SCALE: 1 " = 20'
G. 1
790 1
0 04/2024 95% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
EX. GAS APPROX.
DEPTH
1.5:1 RIP RAP SLOPE
TOP OF HEADWALL, 802.50'
EXISTING GRADE
r-- FINISHED GRADE
�J EX. 24" WATER MAIN 11
EX. 12" WATER MAIN
EX. ARCH
CULVERT
APPROX.
DEPTH
I
ALUMINUM STRUCTURAL PLATE
HEADWALL WITH WINGS, SEE
DETAILS ON 01C-501_ / SSE / SSE /
— CULVERT INLET STABILIZATION,
SEE THIS SHEET
SSE -,----SSE SSSEEL SSE
P� EK
CRE - \
MONARCAS
rn
SIDEWALK CURB AND GUTTER
PROVIDE RUBBER MAT PROTECTION
BETWEEN WATERLINE AND
PROPOSED CULVERT
1.5:1 RIP RAP SLOPE
- TOP OF HEADWALL, 802.50'
APPROX. DEPTH
APPROX. DEPTH
in TOP OF FILL ELEV. 791.03'
LO
TOP OF FILL ELEV. 790.70'
� I ,
RIP RAP
0
0
M
ti
INV. 789.20
EL 787.5
72' - 16'-1" X 10'-4" CULVERT
SEE CULVERT DETAILS FOR
BAFFLE AND SILL LAYOUT
1.
rn
Nt
0
0
0
w �ti
00
10+00.00 10+50.00 11 +00.00
STORM CULVERT PROFILE
H: SCALE 1" = 20'
V: SCALE 1" = 4'
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER 110294945
IjRIP RAF
:•
.53
787.51
PROPOSED 1.5' BURY DEPTH
NOT FOR
CONSTRUCTION
11 +50.00
LIMITS OF STREAM
le-
\
L-Orcl
:11
790
CULVERT INLET STABILIZATION DETAIL
( Not to Scale)
PROP. BANK SLOPES
1.5:1
PROPOSED
GROUND
RIP RAP TO
ELEV.=808.0
(WEST BANK)
2' THICK CLASS I RIP RAP
GEOTEXTILE ON
BANKS ONLY Imo' I
CHANNEL BED
LENGTH= 30 Ft. (VARIES')
TYPE OF LINER = CL I RIP -RAP -KEYED -IN
PROPOSED
GROUND
NATURALBED
ELEVATION
CULVERT OUTLET STABILIZATION DETAIL
( Not to Scale)
EX. BANK SLOPES
VARY 1:1 TO 2:1 PROPOSED NATURAL � A — — —
GROUND / GROUND
RIP RAP TO
ELEV.=798.0 /
(WEST BANK) / /
2' THICK CLASS I RIP RA NATURAL BED
ELEVATION
GEOTEXTILE ON
BANKS ONLY CHANNEL BED
LENGTH= 39 Ft. (VARIES')
TYPE OF LINER = CL I RIP -RAP -KEYED -IN
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
CITY PROJECT NO. 661031
Winston-Salem, North Carolina
E: )
GENERAL NOTES:
1. KEY IN RIPRAP STABILIZATION SO THERE IS NO
INCREASE IN ELEVATION IN THE STREAMBED.
2. GEOTEXTILE FOR STREAMBANK STABILIZATION
SHOULD NOT BE PROVIDED IN THE STREAM BED
ONLY IN THE BANK SLOPES.
0 10, 20' 40'
HORZ. SCALE 1 "=20'
0 2' 4' 8'
VERT. SCALE 1 "=4'
CULVERT PLAN AND PROFILE
FILENAME 10381723-01CG112.DWG
SCALE AS SHOWN
SHEET
01CG112
IC
NO