20221036 Ver 1_CE-07 (1)_20221005

I I 'J1 �1�41 �q t7 9
20� I
yl
N S / ON
/FOS ewip / Z( 20 I I
/
o
q F
/ PC I �� I
/ ZO E
.,142 , $q . Ft A /
OW
go, .
.MA
�1 1 ' NE 1 z0 J
. Ft 1 92 Sql F 1,�i42 Sq Ft.
I I\I
. 6WETL 92 ND t
1 50, g,U ER
�
eO3 0I DNSII\
FFE 0 0 1
SCALE: 1 " = 20'
0 50 100 150
STRFjMCBOSS/NGDETA/L
PERMANENT:
IMPACT
TABLE:
TEMPORARY:
SQUARE FEET
ACRES
ZONE 1
IMPACTS
N/A
3,918 Sq Ft
0.09
Ac.
ZONE 2
IMPACTS
N/A
2,286 Sq Ft
0.05
Ac.
STREAM
IMPACT
N/A
58 L.F.
58 L.F.
STREAM
AREA IMPACT
N/A
604 Sq Ft
0.01
Ac.
WETLAND AREA IMPACT
N/A
2,413 Sq Ft
0.06
Ac.
TOTAL AREA DISTURBED
N/A
6,808 Sq Ft
0.16
Ac.
7991
9 V I �ll
395799
W
SCALE: 1 " = 20'
0 50 100 150
fL ECPLAN- TEMPOBAAYPUMPABOUND
Y
Z
a
m
Q
w
of
FLOW
CONSTRUCTION AREA
UPSTREAM
STILLING BASIN
(2 FT. MAX. DEPTH)
EXISTING CHANNEL DOWNSTREAM
PLAN VIEW
1' 5'
i irc c
CROSS-SECTION VIEW
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
W1 (FT.)
\\ 8" 0.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
ELEVATION
W2 (FT.
4W-111
B RIP RAP
200
195
190
185
1=1111111
BEFORE YOU DIG,
CALL
0
0
NORTH CAROLINA
NNE CALL CENTER
www.ncocc.org
0:Z0]1I10111111111121el0aIN�
30' OFFSET LEFT
----------- 15' OFFSET LEFT
- — - — - EXISTING C/L
------ ------ --- 15' OFFSET RIGHT
—--- — -- -- — 30' OFFSET RIGHT
J
O
J
Q
Q
w
0
w
-wa
48 R-cR
O
O
00
00
0 _F ) U
10+00
10+50
11 +00
200
195
190
185
11 +50
SCALE: 1 " — 30'
0 50 100 125 150
z
o�
NOTES: Q
a
z ~ = U
D 6" * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33, LL J H z
838.39, 838.51, 838.57, 838.63 AND 838.69. O 000cc
=
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY W Q Q LL =
1' 0" FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. Q U cc O H
* USE 4000 PSI CONCRETE. �_ = z W
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 Cn �- LL O J
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING 000 O CO �
0 I TO ASTM A185 WITH 2" MIN. CLEARANCE. z "
H2 PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH pp H
OSHA STANDARD 1926.704. r LU
H1 I * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY 0 0
CONTRACTOR
— * ALL ELEMENTS PRECAST TO MEET ASTM C913.
1' 0" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
8" O.C.(TYP.)
ic L REFER TO CHART
FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS 0 J Lu
rY
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
S I D E TO INCREASE THIS BAR SIZE AS NEEDED. OW Q o
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
1 7.50/8.50
3.25/4.00
1 7.75/9.25
1 14.75/16.75
o Cn
z ,
H Z
Q LLJ a
oWIL
0 LU N
CC
0 V
<
H
0 V =
N
< LU
Q V z
0 LU
cc:oc
O
w
FEET 1 OF 1
838.80
oLO
�00
xl
o
mL0
o^
N
Ln
w
z
0
o_
0
U
U
z
w
w
z
c�
Z
w
z
Y
U
O
Ww
w
WV)
z00
oL0
•
�
Z N
= U
z
Z
�w
J
LUa'
(n
w=
V)
z
0000
BLN=C-1874
o i
000
� v
COD
czj O
O �
CC Z
left
CZ
ZZ O
Q O
CARO
SEAL
19843
FNGINEE�.'��`�:
4f
'CHAEL
�Gtnaep
3/24/22
STREAM
CROSSING DETAIL
REVISIONS
FILE NO. 2021-096
HORZ. SCALE:
1"=80'
VERT. SCALE:
NONE
Come to me, all of you who are weary and burdened, and I will give you rest. Take up my yoke and learn from me, because I am gentle and lowly in heart, and you will find rest for your souls. Matthew 11:28-29