1'-6 1 dia. rod and 1/2 bolts w6 x 16 @ 2'-6...
TRANSCRIPT
SPECIFICATION REFERENCE
UNIFORM STANDARD DRAWINGS
CLARK COUNTY AREA
TYPE "C-D" MODIFIED
DROP INLET
DATEDWG. NO. 412.1
9-14-06
CONCRETE
CONCRETE STRUCTURES
REINFORCING STEEL
STEEL
501
501
501
501
AGENCY APPROVED CB H L M N
DR
OP
IN
LE
T L
AY
OU
T P
LA
N
NO
TE
S:
PE
R S
TD
. D
WG
. N
O. 234
CO
NS
TR
UC
TIO
N JO
IN
T
3'-0"
CU
RB
T
RA
NS
.
(T
YP
)
LIP
O
F G
UT
TE
R
FLO
WLIN
E
FA
CE
O
F C
UR
B
BA
CK
O
F C
UR
B
2'-6" M
IN
.
"L"
VA
RIE
S P
ER
P
LA
N
A
D6
6"
B
D6
PE
R S
TD
. D
WG
.
CO
NS
TR
UC
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IN
T
NO
. 234
3-#5 D
IA
G.
(T
YP
. 4-P
LC
S.)
4-#5 V
ER
T.
3-#5 H
OR
IZ
.
4-#5 V
ER
T.
2" C
LR
.
(T
YP
.)
O
P
E
N
I
N
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F
O
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R
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YP
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3-#5 H
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.
SE
CT
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PE
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G
6-#4 B
AR
S A
LL
8"
8"
L 3" x 3" x 1/2"
x 2'-0" LO
NG
FLO
W
TY
P. W
ALL R
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F.
8"
1/4"
1/2" D
IA
. x 4" LO
NG
HE
AD
ED
A
NC
HO
R
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F A
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(T
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F
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SE
CT
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. B
OL
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/
NU
TS
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T
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2"
7/8
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6"
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2"
CLR.
6"
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-0
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LH
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H W
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. R
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2-1
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9
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1
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IA
. x 4
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ON
G
HE
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ED
A
NC
HO
R,
SE
E N
OT
E 6
CL
R.
2"
1
'-
6
"
1
-1
/2
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W
6
x
1
6
@
2
'-6
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.C
.
1
" D
IA
. R
O
D
A
N
D
1
/2
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O
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1
4.36
C
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IA
. x 8" LO
NG
H
EA
DE
D
AN
CH
OR
B
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MB
ED
6" IN
TO
WA
LL P
RO
VID
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EX
N
UT
A
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WA
SH
ER
2-1/4" G
AG
E (2 T
OT
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3"
TY
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F.
AD
D #4 C
ON
T. A
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(T
YP
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)
PR
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A
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AT
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N.
1.
PR
OV
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/2
" (M
IN
.) C
LE
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A
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A
RO
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D T
HE
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EL
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2.
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WH
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ED
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.
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ED
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4.
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AL
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R E
QU
AL
.
CO
NC
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TE
S
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LL
B
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OD
IF
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D C
LA
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D
A 4
00
0 P
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VIS
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NS
5
.
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GL
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NC
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RS
S
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B
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MB
ED
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D M
ID
PO
IN
T IN
E
AC
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WA
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A
ND
6
.
EV
EN
LY
S
PA
CE
D, (M
AX
IM
UM
S
PA
CIN
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F 2
').
SLO
PE
T
O D
RA
IN
CO
NS
TR
UC
TIO
N
JO
IN
T (T
YP
.)
2" C
LR
. (T
YP
.)
#4 @
12" O
.C
.
3" C
LR
.
(T
YP
.)
2'-6"
12"
TY
P.
`W
'
TY
PE
"D
M2
" D
RO
P IN
LE
T S
EC
TIO
N
6"
2" C
LR
.
6"
W
6
x
1
6
@
2
'-6
" O
.C
.
#5 @
6" O
.C
.
CE
NT
ER
ED
1'-4"
12"
#4 @
6" O
.C
.
1'-8"
BACK OF
CURB
6"
SLO
PE
1/4"
PE
R F
OO
T
PR
OT
EC
TIO
N
BO
LT
SE
E D
ET
AIL "A
"
2'-2"
TY
PE
"C
M2" D
RO
P IN
LE
T S
EC
TIO
N
4'-0"
`W
'
`W
'
12"
TY
P.
3" C
LR
.
(T
YP
.)
6"
"D" VARIES PER PLAN
10'-0" MAX.
6"
12"
#5
@
6
" O
.C
.
2'-1
0"
CE
NT
ER
ED
2" C
LR
.
W
6
x
1
6
@
2
'-6
" O
.C
.
SL
OP
E 1
/4
"
PE
R F
OO
T
#4
@
6
" O
.C
.
PR
OT
EC
TIO
N
B
OL
T
SE
E D
ET
AIL
"A
"
BACK OF
2'-0
"
6"
3'-2
"2
'-2
"
2" C
LR
. (T
YP
.)
#4 @
12" O
.C
.
CO
NS
TR
UC
TIO
N
JO
IN
T (T
YP
.)
SLO
PE
T
O D
RA
IN
CURB
`W
'
4"
3/8
"
1/4
"
EX
TE
ND
ED
C
UR
B F
AC
E O
PE
NIN
G
SE
CT
IO
N 5
01
.
1/4
" R
AD
IU
S
T
Y
P
1
/
4
"
10'-0" MAX.
"D" VARIES PER PLAN
D (M
AX
)A
BA
RS
4'-0
"
#4
@
1
2" O
.C
.
6'-0
"
#4
@
1
2" O
.C
.
8'-0
"
10
'-0
"
#5
@
1
2" O
.C
.
#5
@
6
" O
.C
.
DIM
. `W
'
6"
6"
8"
8"
DIR
EC
TIO
N O
F
FLO
W
X 3
/1
6"
AN
GL
E T
O M
AT
CH
C
UR
B F
AC
E
EN
D O
F V
AU
LT
IN
ST
ALL N
EE
NA
H R
-4999 T
YP
E D
SO
LID
LID
O
R A
PP
RO
VE
D E
QU
AL
#4
@
1
2" O
.C
. (T
YP
.)
#4 @
12" O
.C
. (T
YP
.)
'A
' B
AR
S
'A
' B
AR
S
'A
' B
AR
S
'A
' B
AR
S