20190143 Ver 1_Stream Crossing_20190417

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4
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A55602.00 - BROYHILL WILES - THE LODGES AT CHAPEL HILL
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NOTES
\
NOTE.
\
\ \
PROPOSED
GUARDRAILS
1. SIDE SLOPE SEEDING MIXTURES WILL BE
\ \ \ \ I
NOT
TO SCALE
DESIGNED FOR STEEP SLOPES (LESS THAN
\
3:1) WITH LOW MAINTENANCE.
2. SIDE SLOPES LESS THEN 3:1 WILL BE
A
\
REINFORCED WITH TURF REINFORCEMENT
\
MATS.
O I
I I
38
380
� I �
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O
I
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PROPOSED
GUARDRAILS
FROM
STATION
6+68.16
TO 11 +84.01
I
0 20 40 80
500—YR WSE =
368.60—FT
i
SCALE: V = 40'
i
—0.97%
37
370
I
I
o
PROPOSED GRADE
100—YR WSE = 366.20—FT
I
Frl
CD
I I
Q
I I
O
EDGE OF PAVEMENT
I I
36
360
IEXIST
NG GROUND
0
I +EDGE
co
OF SHOULDER
PROPOSED
6'1" X 23"
ALUMINUM
BOX
CULVERT BURIED
1'
o
0
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N
G
Z �
I I
APPROXIMATELY 0.40 ACRES
n -n
I
OF WETLAND DISTURBED
35
350
8+00
9+00
10+00
11+00
12+00
13+00
Io
PROPOSED GUARDRAILS FROM
+
I
STATION ±6+68.17 TO ±11+86.01
Station
I� I
.I
PROFILE VIEW
I
IREVISIONS
NO.
DATE
DESCRIPTION
I I
NOTE:
O
PROPOSED GUARDRAILS
& WINGWALLS NOT TO
I
SCALE
PROJECT MANAGER:
PROJECT ENGINEER:
I � I
CULVERT CROSS SECTION
GSM
TAP
C do �
PROPOSED 23'-0"X6'— BC
DRAWN BY.
CHECKED BY.
1 TOTAL IMPACTS:
allZONE
JDH/TAP
GSM
ZONE 2 TOTAL IMPACTS:
2,967 SF
DATE:
5,009 SF
60'
MARCH 26, 2019
"
o
RIP RAP
31.5'
L .
��.� SSRQ'�'f
I
380'
-
_ SEAQ _
ys
EAL 9s
5' 18'
5'
1700
s 6 A.
04266
GIN� m �.
60
Rw
/
CL STA ±10+68.2'
MacCONNELL
I I
CROWN ELEVATION= 369.6'
I I I
PROPOSED GUARDRAIL
& Associates, P. C.
1101 NOWELL ROAD, SUITE 118
3 7 0'
1 "/FT 41"/FT -1"/FT 1
" FT
/
RALEIGH, NORTH CAROLINA 27607
P.O. BOX 129
0
o
jl.5:
LICENSE MORRISVILLE, NORTH CAROLINA 27560
TYP�
1
1.5:
1
No. C-1039 TEL: [phone] FAX: [phone]
i
�
HEADWALL
�
BROYHILL WILES
�
�
% \
I
CULVERT (BURIED 1 FOOT
\ \
THE LODGES AT
\
360
WEST PRICE CREEK
CHAPEL HILL
\
� �
CL GROUND ELEVATION =±359.0'
EXISTING GROUND
O
�
\
SLOPE =1.0%
_
ORANGE COUNTY, NC
I
350
STREAM CROSSING
PLAN VIEW
—30
— 20'
—10' 0 10'
20'
30'
PLAN AND PROFILE
PROJECT NUMBER
DRAWING NUMBER
o
A55602.00
C-112
A55602.00 - BROYHILL WILES - THE LODGES AT CHAPEL HILL
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