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N 8805206" W
REMOVE GRATE INLET (S 88032'00" W
CONSTRUCT NEW DROP
INLET ON 18" RCP
TOP 262.50
GUT. 262.00
GENERAL NOTES:
1. All EXPOSED CORNERS TO HAVE 3/4" CHAMFER.
2. STEPS SMALL BE INSTALLED IN ALL INLETS 4 -O" HIGH AND OVER OR AS DIRECTED BY THE ENGINEER.
3. ALL REINFORCING BARS SHALL BE GRADE 60 AND HAVE MIN. 1 1/2' COVER.
54. . 4R DIA.LETS AND CONCRETECOLUMNS+ON SPACEDRATDMAX¶'-0'SINALL CONFORM TO THE NTERVALS SHALL BE INSTALLED ALRONGINLET THE CURB,
AND EXTENSION TO SUPPORT TOP.
6. BASE AND INLET WALLS SHALL BE CAST MONOLITHICALLY.
7. THE THROAT SHALL BE CAST INTERGRALLY WITH THE CURB AND GUTTER.
8. THE TOP SHALL BE CAST -IN -PLACE.
9. PIPES MAY ENTER DROP INLET FROM ANY ANGLE OR ELEVATION AS MAY BE APPROVED BY THE ENGINEER.
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MINIMUM
WALL THICKNESS
DIA. OF D.I.
DIA. OF OUTLET PIPE
CAST IN PLACE
PRECAST
4' I.D.
12' THRU 27'
6"
5"
5' I.D.
30' THRU 42'
8"
6'
6' I.D.
46' THRU 54'
8"
7-
CURB naEr
PLAN — w/qN= EXTEN"
NOTE.' FOR DOUBLE EXTENSION USE SINGLE ON BOTH SIDES
DEPRESSED ••,
GUTTER 1
SECTION A —A
HEN
AIS
S
TARS 00
'TRS.
1. JOINT
LINE
OR
TOM
► DR
BASE LINE
RID
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NATHAN HALER
I
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1
1
I
1
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1
S SUS
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VICINITY MAP
GRAPHIC SCALE
30 60
( IN FEET )
1 inch — 30 ft.
2"ASPHALT SURFACE COURSE
tUAN101 (A.H.T.D. TYPE 2)
VN
6" CRUSHED STONE BASE
sxn o (CLASS 7)
LEAVE OPENING IN BACK
MEN �ALLEO FOR ON
PLANS.
..
i' PIPE THICKNESS
PLUS 6,
J-- 7
P OF AU�'�'��':
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9.
lL THOMAS N0.
Dc
No. 94
0
STANDARD PAVDYG DETAM
V= 6' VERTICAL CURB
REGISTERED
PROFESSIONAL ;
ENGINEER
or . Or �.
"pyNNo. 4685 �P R, POw F
120
�GISTER�,� ,.
4 STATE OF I
O ARKANSAS
NO. 1215 "
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