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HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:02:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.UD.02.dgn
58UNDERDRAIN TABLE
CITY OF CARMEL
sbalog 10:02:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.UD.02.dgn
11-09
UNDERDRAIN TABLE
U
N D E R D R A I N
P I P
E L I M I T S TYPE 4 PIPE
4 I N .
6 I N .
FT.SYS.CYS.TON
S
P E C I A L G R A D E
(%)(Y/N)
UNDERDRAIN PIPE
REMARKS
U N D E R D R
A I N S
G E O
T E X T I L E S
F O R
U N D E R D R
A I N S
A G G R E G A T E F O R
U N D E R D R
A I N S
H M A F O R
U N D E R D R
A I N P
I P E L I M I T
F L O W L I N E E L E V A
T I O N @
R E Q U
I R E D
O U T L E T P
I P E
_
_
_
_
_
P
I P E T O
S T R U C T U R
E N
O .
C O N
N E C T U N D E R D R
A I N
E L E V A T I O N
S T R U
C T U R
E I N
V E R T
FT.
UNDERDRAIN TABLE
U
N D E R D R A I N
P I P
E L I M I T S TYPE 4 PIPE
4 I N .
6 I N .
FT.SYS.CYS.TON
S
P E C I A L G R A D E
(%)(Y/N)
UNDERDRAIN PIPE
REMARKS
U N D E R D R
A I N S
G E O
T E X T I L E S
F O R
U N D E R D R
A I N S
A G G R E G A T E F O R
U N D E R D R
A I N S
H M A F O R
U N D E R D R
A I N P
I P E L I M I T
F L O W L I N E E L E V A
T I O N @
R E Q U
I R E D
O U T L E T P
I P E
_
_
_
_
_
P
I P E T O
S T R U C T U R
E N
O .
C O N
N E C T U N D E R D R
A I N
E L E V A T I O N
S T R U
C T U R
E I N
V E R T
FT.
SB SB
KGJ KGJ
N/A
N/A
124
03/28/2012
Station Equation
Station Equation
Connect to Pipe by Others 39+75
100 109 9
842.31 N 232 841.70
40+75 842.55 N
40+75
100 109 9
842.55 N 235 842.20
41+75 842.83 N
41+75
155 168 14
842.83 N 238 842.30
43+30 843.61 N
43+30
120 130 11
843.61 N 241 843.05
44+50 844.21 N
44+50
235 255 22
844.21 N 244 843.65
46+85 845.86 N
46+85
215 233 20
845.86 N 249 845.25
49+00 846.94 N
49+00
75 82 7
846.94 N 254 846.33
49+75 847.31 N
49+75
110 120 10
847.31 N 256 846.70
50+85 847.86 N
50+85
115 125 11
847.86 N 259 847.25
52+00 848.56 N
52+00
125 136 12
848.56 N 262 847.95
53+25 849.79 N
53+25
98 107 9
849.79 N 265 849.20
54+23 850.77 N
199+53
47 51 5
850.77 N
200+00 851.24 N
200+00
120 130 11
851.24 N 268 850.65
201+20 852.09 N
Subtotal
3803 4132 354
832.80
17+36
14 16 2
831.31 N
17+50 831.66 N
17+50
235 255 22
831.66 N 101 830.75
19+85 836.11 N
19+85
265 288 24
836.11 N
22+50 833.81 N 105 832.90
22+50
100 109 9
833.81 N
23+50 832.89 N 108 831.25
23+50
70 76 7
832.89 N
24+20 832.63 N 111 831.80
24+25
105 114 10
832.63 N 113 832.05
25+30 833.04 N
25+30
130 141 12
833.04 N 115 832.15
26+60 833.69 N
26+60
130 141 12
833.69 N 117
27+90 834.34 N
27+90
130 141 12
834.34 N 119 833.45
29+20 834.99 N
29+20
130 141 12
834.99 N 121 834.10
30+50 835.64 N
30+50
120 130 11
835.64 N 123 834.75
31+70 836.24 N
31+70
130 141 12
836.24 N 125 835.35
33+00 836.89 N
33+00
125 136 12
836.89 N 127 836.00
34+25 837.56 N
34+25
160 174 15
837.56 N 129 836.65
35+85 838.97 N
35+85
42 46 4
838.97 N 131 838.15
36+20 839.92 N
"D"60+50
132 143 12
840.32 N 301 835.00
38+05 841.20 N
38+05
95 103 9
841.20 N 226 840.75
39+00 841.94 N
39+00
75 82 7
841.94 N 229 841.35
39+75 842.31 N
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J