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4+A ra 1 7 //
PLAN
N.T.S.
'ES
I
+i -d rA 1 7 „
SECTION
N.T.S.
F4 CIRCULAR TIES
FLOW
REINFORCED CONCRETE COLLAR SCHEDULE
DIMENSIONS
PLAN
PROFILE
LINE
STATION �
U
INVERT ELEV. i
D (I N)
1
j D (I N)
2
L ( I N)
T ( I N)
BEARING B 1
BEARING B 2
DEF �Co�° /R=
S 1
S 2
B
1+20-00
1581.19
42
42
18
9
S860 47' 25 "W
S860 47' 25"W
0000, 00"
0.01 18
0.0665
C
D
E2
1+20-00
4+20.00
1+60-00
2+40.00
1582.00
1590.00
I 1610.00
1612.34
42
18
36
I 18
42
j 18
36
I 18
18T`
12
18
12
9
5
9
5
ON THE CURVE
N414 57' 56 "W
ON THE CURVE
N41 * 57' 56 "W
R=90.00'
0000,001,
0.0500
0.1161
0.0785
0.0167
N730 03' 48 "E
ON THE CURVE
N730 03' 48 "E
ON THE CURVE
0000,001,
R=67.50'
0.0535
0.0098
0.0133
0.0098
E3
L
8+00.00
1+20.00
3+80.00
1627.00
1556.00
1616.67
48
42
36
48
42 )
36
18
18
18
10
9
9
N76002'07"W
ON THE CURVE
ON THE CURVE
N760 02'07"W
ON THE CURVE
ON THE CURVE
0°00'00"
R=45.00'
0.0429
0.0.278
0.1098
0.0111
0.1324
0.0100
Z
E2
R=45.00'
CONCRETE COLLAR SCHEDULE
N.T.S.
3" MAX. SIZE NATIVE
SOIL. COMPACTED TO 95%
RELATIVE COMPACTION
6 MIN. }-���{ F
6 MIN.
10" MAX. ! I / ! 10" MAX.
��
N
G" MAX. SIZE NATIVE - -
SOIL. COMPACTED TO 90%
RELATIVE COMPACTION I
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90% RELATIVE COMPACTION
z
�' PIPE
- 0. D.
RCP STORM DRAIN
TYPICAL BEDDING FOR R.C.P. STORM DRAIN
N, T, S,
"AS BUILT" DING. FEB. 2000
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