SW4210704_Plansheet - Other_20211013

CURB OUTLET SYSTEM 6-1
CHANNEL LENGTH = 100' f
BOTTOM WIDTH '6'
TOP WIDTH. _' 18' ._ l
DEPTH = 2 1
SIDE S QPE'S 3:1 }
CL CURVE DATA LAT. sL PE = 2%
CURB OUTLET SYSTEM 5-1 r Q = 8.5 CFS
CURVE RADIUS LENGTH DELTA CHANNEL LENGTH = 100
4 VEL = 3.0 FPS
EL R-1 MATTING v I
C-4 600' 580.36' 55-25-13 BOTTOM WIDTH = 10' 1 ---=—
TOP WIDTH = 22' 1 f }
t(
"BEFORE YOU DIGI
CALL 811
N.C. ONE -CALL CENTER'
IT'S THE LAWf
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS - STANDARD DETAIL
50'
RIGHT OF WAY
6' 20, 6' 5'
SHOULDER PAVEMENT SHOULDER DITCH
1/4"/Ff. 1/4"/FT. 1'jFT
s?
LOCAL RESIDENTIAL ROAD �6:r 1" SF 9.58.
1.5" S 9.5B >>
6" ABC
SHOULDER WIDTH BETWEEN 4' AND 6' SHALL HE APPR THE
DISTRICT ENGINEER CONSIDERING ADJACENT LAND CHARACTERISTICS
RESTRAIN ALL FITTINGS AND STRAIGHT
PIPE BOTH SIDES PER DIPRA .
U
z
N
N N
CNd
W
F- IL0
W
"i
Ld N cC
DO
1�14 Z
cn M U 00 t0
W W
zxz� C,4
priO
Z
��
Z
w(:jC)
W
��W s
Z r,
Q Q)
,ram
F-
C7 O
E_ U
U2
W
<C
pd�o�,I,esi
'
..
"
p,g?�
0
i
C.? : (n
W
N
%
,< Ocq
O
CN
04
rr -
N F
r
m
40' 30' 20' 10' 0 40' 80' 0
z z w
z V w
SCALE: 1"=40' m F- Y) d w Q
65 , STA-19+45.05" ,�,. 1 STA 19+49.8.5 �,�%
PP , 1, nos' C� LiJ U_ z C_
RT,} C1 f� C1 CJ U7
I I i
Lei jgtl20.0'I j Le t20.0' �� m
•00 to to 10 N O 03 GO M N N —
_ 0 r aQ th ca Ifl • to h oci vs' Qj < • 00 hh h� CV
64 '
h ! h Ob N l h
II II Cn h II If`
N W
( I to
00
►-
jL
aW W > �W I cn J
I F-
w
I i I I I i I ial
Lm z
I I w
790
o
j W m W
- ( ( 5I-A- -;-�-- - Cz Q
O~ N N
' j r-
z j _ _ -
I V U 1. h
N N
, --
w CD
INN I '=7 0. 1 INV I —5 7C69 00 GI`
i
IN OUT" 77;.7 _ I ( TO =
- _
N
-
MR A-12
IN I '= 6413 _ IN I 6, 4 7 5. ? _I
-. \ I j INV I 6 .0 IN 0 T 76 .9 I V UT 7 6. 0
780 I I � � i
�t
! MH A 10 ( ;MH A 13 0 z
_ - -
0
I
--
IN I =7 2.13 _ _. _._.. Q �
" IN OIJT�76` .7 j IN 0 fi 76 •g
- 1 r ,
p �_
k.1
iry
i
^. -- ---. -�---- — -------�-- --- - M O
i
i I
Q
i
3
a j N
if
--�--
I F+i � �
O
1 IN #
� z
01
i I I I I j I .� � Q
in
77G
-- - -
�� �C
( I I ( I i I z
�i
60.81 L.. �5-1 _ � �,/
RCP 4.00%
S
3.
i
I i
_77—
SHEET NO.
25 .5 - L. j j i o
SkjV1R— 6 112 .1 L.. V (S R' 2fi 1 2.9b .F. 8" PV S R 2
rt
S WE 4.00 198. 9 L. 8 P C SbR— 6 SE 2.$9 E R 0. 0%L LlL8.,3.F. 8 P C DR 2 E R .5 SE 0. 0 a N
17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 c