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TRACT No. 16572
HYDROLOGY &HYDRAULICS
REPORT ADDENDUM
February 8, 2005
Prepared For:
Young Homes
10370 Trademark Street
Rancho Cucamonga, CA 91730
(909) 477 -6722 Fax (909) 477 -6725
Job Number 159.16.02
Prepared under the supervision of:
M
David S Hammer ACE 43976 Exp. 06 -30 -05
/
No. 43,976
* Ex-.. 6/30/05
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Table of Contents
Introduction............................... ..............................
Methodology............................... ..............................2
Results...................................... ..............................2
Copy Willdan's memorandum ...... ..............................4
WSPG hydraulic analysis ............... ..............................5
a) Using the same Q that was used on the approved hydrology
report for Tract 16572
Cypress Avenue Main Line
Line A
Lateral A
b) Using the Q from Tract 16563 Report
Cypress Avenue main line
Main line exhibit
Line A
Line A exhibit
Lateral A
Lateral A exhibit
I"
40 Introduction
Tract 16572 is a proposed 121 single family lot subdivision on 33 acres located in Fontana. It is
bounded on the west by Cypress Avenue and on the east by Juniper Avenue. Half of the property
drains toward Cypress Avenue and the other half drains toward Juniper Avenue.
The hydrology report was approved on January 4, 2005 (see attached copy of Willdan's
memorandum).
.. The hydrology report for Tract 16572 includes the design of the future storm drain pipe
underneath Cypress Avenue, from the north boundary of the tract to Baseline Avenue.
The original design located a junction structure at station 27 +03 to convey all the future storm
„�. water runoff from Tract 16563. At the request of CTK Inc. (the engineer for Tract No. 16563)
the lateral for said tract (Lateral B -1) shall be located at station 27 +62. This addendum to the
original report for Tract No., 16572 includes an updated hydraulics analysis of the Cypress
.. Avenue mainline storm drain together with updates to the Line "A" and Lateral "A" hydraulics
caused by the new Lateral `B -1" location.
�.► CTK Inc., has indicated that the 100 year storm event flow rate from Tract 16563 and Tract
16577 is 72.5 cfs. This conflicts with Allard Engineering's estimate at 66.1 cfs. The city has
indicated that CTK Inc.'s hydrology analysis has not been approved. In addition to analyzing the
.r change to pipe hydraulics caused by the new Lateral `B -1" location, this report considers the
change to the pipe hydraulics if CTK Inc.'s flow rate is approved in the future.
..
ANN Methodology
M ,„ New WSPG hydraulic analysis for the Cypress Avenue storm drain will be performed, using the
new location for the junction structure for Tract 16563 and Lateral B -1. The flow rate will be the
mo same as used on the approved report for Tract 16572.
60
A separate WSPG run with new flow rates will be used in accordance with tract ' 16563
hydrology report. Lateral A and Line A will also be revised using the new WSPG printouts.
Results
r.
1.- Considering the new Lateral B -1 location, the new WSPG calculations using the flow
rates found in the approved Tract No. 16572 hydrology report
r
M Cypress Avenue main line: No major changes, main line working properly.
to Line A: Upstream data is identical to the approved one.
40 Lateral A: Working ok
' TC = 1425.56
FL = 1424.56
HGL = 1423.32
Freeboard = 1.24' ok
AN
40 2.- New WSPG calculations using the flow rates proposed by CTK Inc., per Tract No. 16563
hydrology report give the following results:
Cypress Avenue main line: No major changes, main line working properly.
HGL slightly higher than original HGL. ( *)
, Line A: Upstream data does not change. ( *)
Lateral A: Working ok ( *)
TC = 1425.56
FL = 1424.56
HGL = 1423.40
w - Freeboard = 1.16' ok
Aft ( *) See exhibit after WSPG runs
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4 / W I LLDAN 27042 Towne Centre Drive, Suite 270
\\�� Foothill Ranch, Califomla 82610
Serving Public Agencies 949 /470 -6840 fax 949/770 -9oa1
www.wifidan.COm
Memorandum
DATE: January 4, 2005
TO: David Hammer, P.E., Allard Engineering (via fax (909) 356 -1795)
CC: Greg Bucknell, City of Fontana
Joe Navarro, Willdan
PREPARED UNDER THE
DIRECTION OF: Ken Taylor, P.E., Willdan
PREPARED BY: Gary Hammerle, P.E.
Ken Kreiger, Willdan
SUBJECT: Tract 16572
Storm Drain Improvement Plans and Hydrology /Hydraulic Report
Seventh and Final Review (1443411005/01 -310)
We've completed our review of the subject project. The comments from the previous plan
checks have been adequately addressed and we have no further comments.
If you have any questions or require any additional information, please contact me at (949)
470 -8840.
40
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WSPG Hydraulic Analysis
Using the same Q that was used on the approved hydrology report
for Tract 16572.
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FILE: cypress9.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE
3
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
1:52:39
CYPRESS AVENUE,
FONTANA
f
STORM DRAIN
FROM BASELINE
TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I
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I I t o a i t o ! l o f 0'1 t 1 a 1 t t I I t I t I t a I I I j t f a A
FILE: cypress9.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE 4
Program
Package Serial Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
1:52:39
f CYPRESS AVENUE,
FONTANA
STORM DRAIN
FROM BASELINE TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I
Invert I
Depth I
Water I
Q I
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FILE: cypress9.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE
5
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
1:52:39
CYPRESS AVENUE,
FONTANA
J STORM DRAIN
FROM BASELINE
TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy f
Super ICriticallFlow
ToplHeight
/IBase
Wt1
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev I
- I -
Depth I
-I-
Width
- I -
IDia. -FTIor
- I -
I.D.I
- I -
ZL
-I
IPrs /Pip
-I
L /Elem ICh
- I -
Slope
- I -
I I
-I
I
- I -
I
-1-
-I-
SF Avel
-I
HF ISE DpthlFroude
NINorm
Dp
I "N"
I X -Fa111
ZR
IType
Ch
I
I
I I
I
I
1875.328
1416.930
I I
2.004
I
1418.934
I
89.90
15.78
I
3.87
I
1422.80
- I -
I
.00
- I -
2.94
- I -
3.46
- I -
3.500
- I -
.000
- I -
.00
1
1
.0
- I -
7.791
- I -
.0541
- I -
- I -
- I -
- I -
- I -
.0193
.15
2.00
2.17
1.50
I
.013'
I
.00
I I
.00
PIPE
I
I
1883.119
1417.352
I I
2.084
I
1419.436
I
89.90
15.05
I
3.52
- I -
I
1422.95
- I -
I
.00
- I -
2.94
- I -
3.44
- I -
3.500
- I -
.000
- I -
.00
1
1-
.0
- I -
6.303
- I -
.0541
- 1 -
- I -
- I -
- I -
.0171
.11
2.08
2.01
1.50
I
.013
I
.00
I I
.00
PIPE
I
I
1889.422
1417.693
I
2.170
I I
1419.863
I
89.90
14.35
I
3.20
I
1423.06
- I -
I
.00
- I -
2.94
- i -
3.40
- I -
3.500
- I -
.000
- I -
.00
1
1
.0
- I -
5.137
- I -
.0541
- I -
- I -
- I -
- I -
- I -
.0151
.08
2.17
1.86
1.50
.013
.00
.00
PIPE
I
1894.560
1417.971
I
2.260
i I
1420.231
89.90
13.68
2.91
1423.14
- I -
.00
- I -
2.94
- I -
3.35
- I -
3.500
- I -
.000
- I -
.00
1
1-
.0
- I -
4.105
- I -
.0541
- I -
- I -
- I -
- I -
- I -
.0134
.06
2.26
1.72
1.50
.013
.00
I I
.00
PIPE
I
I
1898.665
1418.193
I
2.357
i I
1420.550
i
89.90
13.04
I
2.64
I
1423.19
- I -
.00
- i -
I
2.94
- I -
I
3.28
- I -
I
3.500
- I -
.000
- I -
.00
1
1-
.0
-I-
3.227
- I -
.0541
- I -
- I -
- I -
- I -
- I -
.0119
.04
2.36
1.59
1.50
.013
.00
I
.00
PIPE
I
I
1901.891
1418.368
I
2.461
I I
1420.829
I
89.90
12.44
2.40
I I
1423.23
.00
- I -
I
2.94
- I -
I
3.20
- I -
I
3.500
- I -
I
.000
- I -
.00
1
1
.0
- I -
2.438
- I -
.0541
- I -
- I -
- I -
- I -
- i -
.0107
- I -
.03
2.46•
1.46
1.50
.013
I
.00
I I
.00
PIPE
I
I
1904.330
1418.500
I
2.573
I I
1421.073
I
89.90
11.86
2.18
I I
1423.26
- I -
-.00
- I -
I
2.94
- I -
I
3.09
- I -
3.500
- I -
.000
- I -
00
1
i-
.0
-I-
JUNCT STR
- I -
.0100
- I -
- I -
- I -
- I -
- I -
.0101
.08
2.57
1.33
.013
I
.00
I I
.00
PIPE
I
I
1912.340
1418.580
I
2.573
I
1421.153
I I
89.90
11.86
2.18
I I
1423.34
- I -
.00
- I -
I
2.94
- I -
I
3.09
- I -
3.500
- I -
.000
- I -
.00
1
1-
.0
- I -
3.514
- I -
.0261
- I -
- I -
- I -
- I -
- I -
.0097
.03
2.57
1.33
1.86
.013
I
.00
I I
.00
PIPE
I
I
1915.854
1418.672
I
2.659
I
1421.331
I I
89.90
11.46
2.04
I I
1423.37
.00
-I-
I
2.94
-I-
I
2.99
3.500
-I- -I-
.000
-I-
.00
1
1
.0
-I-
3.094
-I-
.0261
-I-
-I-
-I-
-I-
- I -
.0089
-I
.03
2.66
1.25
1.86
.013
.00
.00
PIPE
t) I I a! f k I I a I a 1 t t I! i i I I s! I 1 f I I I a 1 1 l
FILE: cypress9.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE 6
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
1:52:39
CYPRESS AVENUE,
FONTANA
f STORM DRAIN
FROM BASELINE
TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I
Invert I
Depth
I Water I
4 I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight /IBase
Wtl
INo Wth
Station I
Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev
I Depth
I Width
IDia. -FTlor
I.D.1
ZL
IPrs /Pip
-I
L /Elem ICh
- I -
Slope I
-I
- I -
I I
- I -
I
- I -
-I
SF Avel
-I-
HF ISE
- I -
DpthlFroude
- I -
NINorm
- I -
Dp
- I -
I "N"
- I -
I X -Fall)
- i
ZR
IType Ch
I
I I
1918.948
I
1418.753
2.791
1421.544
I
89.90
10.93
I
1.85
I
1423.40
.00
I
2.94
I
2.81
I
3.500
I I
.000
.00
I
1 .0
-I-
1.052
- I -
.0261
- I -
- I -
- I -
- I -
- I -
.0080
- I -
.01
- I -
2.79
- I -
1.13
- I -
1.86
- I -
.013 '
- I -
.00
.00
1-
PIPE
I
1920.000
I
1418.780
2.942
I I
1421.722
I
89.90
10.42
I
1.68
I
1423.41
.00
I
2.94
I
2.56
I
3.500
I I
.000
.00
I
1 .0
JUNCT STR
.0042
.0066
.03
2.94
1.00
.013
.00
.00
PIPE
I
1924.800
I
1418.800
3.962
I I
1422.762
- I -
I
75.60
7.86
- i -
I
.96
I
1423.72
.00
I
2.72
I
.00
I
3.500
I I
.000
.00
I
1 .0
- I -
37.466
- I -
.0151
- I -
- I -
- I -
.0056
- I -
.21
- I -
3.96
- I -
.00
- I -
1.98
- I -
.013
- I -
.00
.00
1-
PIPE
I
1962.266
I
1419.365
3.607
I I
1422.972
I
75.60
7.86
I
.96
I
1423.93
.00
I
2.72
I
.00
I
3.500
I I
.000
.00
I
1 .0
HYDRAULIC
JUMP
I
1962.266
I
1419.365
1.984
I I
1421.350
I
75.60
13.43
I
2.80
I
1424.15
.00
I
2.72
I
3.47
I
3.500
I I
.000
.00
I
1 .0
- I -
177.891
- i -
.0151
- I -
- I -
- I -
- I -
- I -
.0143
- I -
2.55
- I -
1.98
- I -
1.86
- I -
1.98
- I -
.013
- I -
.00
.00
1-
PIPE
I
2140.156
I
1422.050
2.039
I I
1424.089
I
75.60
12.99
I
2.62
I
1426.71
.00
I
2.72
I
3.45
I
3.500
I I
.000
.00
I
1 .0
-I-
70.823
- I -
.0151
- I -
- I -
- I -
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- I -
.0129
- I -
.91
- f -
2.04
- I -
1.76
- I -
1.98
- I -
.013
- I -
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.00
1-
PIPE
I
2210.980
1423.119
I
2.122
I I
142 5.241
I
75.60
12.39
I
2.38
I
1427.62
00 .,
I
2.72
I
3.42
I
3.500
I I
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.00
I
1 .0
- I -
35.300
- I -
.0151
- I -
- I -
- I -
- I -
- I -
.0114
- I -
.40
- I -
2.12
- I -
1.63
- I -
1.98
- I -
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- I -
.00
.00
1-
PIPE
I
2246.280
1423.651
I
2.209
I I
1425.860
- I -
I
75.60
11.81
I
2.17
I
1428.03
.00
I
2.72
I
3.38
I
3.500
I I
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.00
I
1 .0
- I -
20.733
- I -
.0151
- I -
- I -
- I -
- I -
.0101
- I -
.21
- I -
2.21
- I -
1.51
- I -
1.98
- I -
.013
- I -
.00
.00
1-
PIPE
I
2267.012
1423.964
I
2.303
I I
1426.267
- I -
I
75.60
11.26
1.97
I I
1428.24
.00
1
2.72
I
3.32
I
3.500
I I
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.00
I
1 .0
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12.988
- I -
.0151
- t -
- I -
- I -
- I -
.0090
- I -
.12
- I -
2.30
- I -
1.40
- I -
1.98
- I -
.013
- I -
.00
.00
1-
PIPE
t I # I I! a# 1.9 a I a I a! a i t I t 1 [ 1 t 1 11 f I I 1 f a i A lk A
FILE: cypress9.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE 7
Program
Package Serial Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005 Time:
1:52:39
CYPRESS AVENUE,
FONTANA
1
STORM DRAIN
FROM BASELINE TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I
Invert I
Depth 1
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight
/IBase Wtl
INo Wth
Station I
Elev I
(FT) I
- I-
Elev I
(CFS) I
(FPS)
Head i
Grd.E1.1
Elev
I Depth
I Width
IDia. -FTIor
I.D.I
ZL
IPrs /Pip
-I-
L /Elem ICh
-I-
Slope I
I
- I-
I
- I -
I
- I -
-I-
SF Avel
- I -
HF ISE
-I-
DpthlFroude
- I -
NINorm
-I-
Dp
- I -
I "N" I
-I-
X -Fa111
ZR
-I
IType Ch
I
I I
I
2280.000
- I -
1424.160
- I -
2.403
- I -
1426.563
- I -
i
75.60
- I -
10.74
- I -
I
1.79
- I -
I
1428.35
.00
i
2.72
I
3.25
I
3.500
I I
.000
.00
I
1 .0
JUNCT STR
.0187
.0128
- I -
.06
- I -
2.40
- I -
1.28
- I -
- I -
.013'
- I -
.00
.00
I-
PIPE
I
284.801
- I -
I
1424.250
- I -
I
1.755
- I -
I
1426.005
- I -
I
66.10
- I -
13.69
- I -
I
2.91
- I -
I
1428.91
.00
I
2.55
I
3.50
I
3.500
I I
.000
.00
I
1 .0
27.959
.0171
.0171
- I -
.48
- I -
1.76
- I -
2.05
- I -
1.76
- I -
.013
- I -
.00
.00
1-
PIPE
I
2312.760
I
1424.728
I
1.755
- I -
I
1426.483
- I -
I
66.10
- I -
13.69
- I -
I
2.91
I
1429.39
.00
I
2.55
I
3.50
I
3.500
I I
.000
.00
I
1 .0
- I -
196.004
- I -
.0171
- I -
.0168
- I -
3.30
- I-
1.76
- I -
2.05
- I -
1.76
- I -
.013
- I -
.00
.00
1
PIPE
I
2508.763
I
1428.078
I
1.771
- I -
I
1429.849
- I -
I
66.10
- I -
13.53
- I -
I
2.84
I
1432.69
.00
I
2.55
I
3.50
I
3.500
I I
.000
.00
I
1 .0
- I -
126.679
- I -
.0171
- I -
.0156
- I -
1.97
- I -
.1.77
- I -
2.02
- I -
1.76
- I -
.013
- I -
.00
.00
1
PIPE
I
2635.443
I
1430.242
I
1.839
- I -
I
1432.082
- I -
I
66.10
- I -
12.90
- I -
I
2.58
I
1434.67
.00
I
2.55
I
3.50
t
3.500
I I
.000
.00
I
1 .0
- I -
48.671
- I -
.0171
- I -
.0137
- I -
.67
- I -
1.84
- I -
1.88
- I -
1.76
- I -
.013
- I -
.00
.00
1-
PIPE
I
2684.113
I
1431.074
I
1.911
I
1432.985
I
66.10
12.30
I
2.35
I
1435.33
.00
I
2.55
I
3.49
I
3.500
I I
.000
.00
I
1 .0
-I-
27.923
- i -
.0171
- I -
- I -
- I -
- I -
- I -
.0121
- I -
.34
- I -
1.91
- I -
1.75
- I -
1.76
- I -
.013
- I -
.00
.00
1-
PIPE
I
2712.036
- I -
I
1431.551
I
1.986
- I -
I
1433.537
- I -
I
66.10
- I -
11.73
- I -
I
2.14
- I -
I
1435.67
- I -
.00
I
2.55
I
3.47
I
3.500
I I
.000
.00
I
1 .0
17.904
- I -
.0171
.0107
.19
- I -
1.99
- I -
1.62
- I -
1.76
- I -
.013
- I -
.00
.00
1-
PIPE
I
2729.940
I
1431.857
I
2.066
I
1433.923
I
66.10
- I -
11.18
I
1.94
I
1435.87
.00
I
2.55
I
3.44
I
3.500
I I
.000
.00
I
1 .0
- I -
12.152
- I -
.0171
- I -
- I -
- I -
- I -
.0095
- I -
.12
- I -
2.07
- I -
1.50
- I -
1.76
- I -
.013
- I -
.00
.00
1
PIPE
I
2742.092
I
1432.065
2.150
I I
1434.215
I
66.10
10.66
- I -
I
1.77
I
1435.98
.00
I
2.55
I
3.41
I
3.500
I t
.000
.00
I
1 .0
- I -
8.219
- I -
.0171
- i -
- I -
- I -
- I -
.0084
- I -
.07
- I -
2.15
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1.39
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1.76
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.013
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.00
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1-
PIPE
r I I f 0! so %'s f f t 'j f) to t 1 ! i 11 t I I i f I t I f 1 * I 11
FILE: cypress9.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE 8
Program
Package Serial Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
1:52:39
CYPRESS
AVENUE,
FONTANA
STORM
DRAIN
FROM BASELINE TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight /IBase
Wtl
INo Wth
Station
-I-
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev
I Depth I
Width
IDia. -FTIor
I.D.I
ZL
IPrs /Pip
L /Elem
- I -
ICh Slope I
-I
I
-I-
I
- I -
I
-I-
- I -
SF Avel
-I-
HF ISE
- I-
DpthlFroude
-I-
NINorm
-I-
Dp
-I-
I "N"
-I-
I X -Fall)
-I
ZR
IType Ch
I I
I
I
2750.312
-I-
1432.206
-I-
2.239
-I
1434.445
-I-
I
66.10
-I-
10.17
-i-
I
1.60
-I-
I
1436.05
-I-
.00
- I-
I I
2.55
3.36
i
3.500
I I
.000
.00
I
1 .0
5.175
.0171
.0074
.04
2.24
- I -
1.29
-I
1.76
-I-
.013
-I-
.00
.00
1-
PIPE
I I
I
I
I
I
I
I I
L
I I
I
2755.486
- I -
1432.294
-I
2.335
- I -
1434.629
-I-
66.10
-I-
9.69
-I
1.46
-I
1436.09
-i-
.00
- I-
2.55
3.30
3.500
.000
.00
1 .0
2.927
.0171
.0066
.02
2.34
-I-
1.19
- I -
1.76
- I -
.013
-I-
.00
.00
1-
PIPE
2758.413
I I
1432.344
I
2.437
I
1434.781
I
66.10
9.24
I
1.33
I
1436.11
.00
I I
2.55
3.22
I
3.500
I I
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.00
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1 .0
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.0171
.0059
.01
2.44
1.09
1.76
.013
.00
.00
1-
PIPE
2759.340
-I-
I I
1432.360
-I-
I
2.548
-I-
I
1434.908
- I-
I
66.10
-I-
8.81
- I -
I
1.20
- I -
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1436.11
- I -
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I I
2.55
3.11
I
3.500
I I
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1 .0
JUNCT STR
•.0644
.0038
.03
- I -
2.55
- I -
1.00
-I
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I-
PIPE
2768.340
-I-
I I
1432.940
I
3.147
- I -
I
1436.087
-I-
I
30.70
4.34
I
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1436.38
.00
I I
1.80
.00
I
3.000
I I
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9.802
-I
.0171
-I-
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- I-
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3.15
-I-
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- I -
1.23
-I
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-I-
.00
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1-
PIPE
2778.142
-I
I I
1433.107
- I -
I
3.000
-I-
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1436.107
-I-
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30.70
4.34
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- I-
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- I-
3.00
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1.23
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1-
PIPE
2794.583
-I-
I I
1433.388
I
2.721
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1436.109
- I-
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30.70
4.56
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1.74
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-I
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- I-
2.72
- I -
.41
-I-
1.23
- I -
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1-
PIPE
2803.071
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I I
1433.533
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2.560
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1436.094
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30.70
4.78
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1.80
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- I -
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- I-
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1-
PIPE
2803.372
I I
1433.539
I
2.560
I
1436.099
I
30.70
4.78
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I I
1436.45
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HYDRAULIC
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I 1 4# f# !a AA II # t a# a! r i [ t [ 1 [ 1 i i q t [ 1 0 1 i i a I
FILE: cypress9.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE
9
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
1:52:39
CYPRESS AVENUE,
FONTANA
f STORM DRAIN
FROM BASELINE
TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight
/IBase Wtl
INo Wth
Station
-I-
I Elev I
-I-
(FT)
-I-
I Elev I
-i-
(CFS) I
-I
(FPS)
- I-
Head I
Grd.E1.1
Elev
I Depth
I Width
IDia. -FTIor
I.D.I
ZL
IPrs /Pip
L /Elem
ICh Slope I
I I
I
-I-
SF Avel
- I - -I-
HF ISE DpthlFroude
-I-
NINorm
-I-
Dp
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I "N" I
-I
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ZR
-I
IType
Ch
I I
I I
i
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2803.372
- I -
1433.539
- I -
1.229
- I -
1434.768
- I -
30.70
- i -
11.26
- I -
1.97
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1
1436.74
- I -
.00
I
1.80
I
2.95
I
3.000
I I
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I
1
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118.587
.0171
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.0170
2.01
- I -
1.23
- I -
2.06
- i -
1.23
- I -
.013 '
- I -
.00
.00
1-
PIPE
2921.959
- I -
I I
1435.565
- I -
1.233
- I -
i I
1436.798
- I -
30.70
- I -
11.21
- I -
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1.95
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1438.75
- I -
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1.80
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2.95
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3.000
I I
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1
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105.646
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.0158
1.67
1.23
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2.05
- I -
1.23
- I -
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- I -
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1-
PIPE
3027.604
-I-
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1437.371
- I -
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1.278
- I -
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1438.649
- I -
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30.70
- I -
10.69
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1.77
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1.28
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1.91
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1.23
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1-
PIPE
3063.510
- I -
I
1437.984
- I -
I
1.325
- I -
I I
1439.310
- I -
I
30.70
- I -
10.19
- I -
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1.61
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1440.92
- I -
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1.33
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1.79
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1.23
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1
PIPE
3083.357
- I -
i
1438.324
- I -
I
1.375
- I -
I I
1439.699
- I -
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30.70
- I -
9.71
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1.47
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3096.327
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3105.119
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1.480
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3111.179
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1.537
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1440.336
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1.596
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F I a i W 4 w 4 1 I 0# ■ I[ t 1 I I I I I I I 11 11 I 1 i I I i& A I j
FILE: cypress9.WSW
W S P
G W - CIVILDESIGN Version
14.03
PAGE 10
Program
Package Serial Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
1:52 :39
CYPRESS
AVENUE,
FONTANA
f STORM
DRAIN
FROM BASELINE TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
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/IBase
Wtl
INo Wth
Station
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(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
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ZL
IPrs /Pip
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L /Elem
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ICh Slope I
- I -
I
- I -
I
- I -
I
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3124.800
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FILE: 165721inea.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE
1
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
5 -2005
Time:12:36:
3
TRACT 16572,
WEST SIDE,
FONTANA
LINE A STORM DRAIN
ULTIMATE CONDITION
BY E.I.
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
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Wtl
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Station
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I Elev I
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev
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I.D.1
ZL
IPrs /Pip
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L /Elem
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ICh Slope I
- I -
- I -
I I
- I -
I
- I -
- I -
SF Avel
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HF ISE
- I -
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NINorm
- I -
Dp
- i -
I "N" I
- I -
X -Fa111
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ZR
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1003.790
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1413.030
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1417.896
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18.46
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4.87
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1.16
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1-
PIPE
1014.110
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1413.110
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4.794
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1417.904
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1-
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1061.240
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1413.490
4.465
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1417.955
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18.46
2.61
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4.47
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1-
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1263.931
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1415.110
3.000
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1
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1297.670
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1415.380
2.744
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1302.330
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1415.420
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1302.528
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1302.528
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PIPE
1304.073
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FILE: 165721inea.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE
2
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
5 -2005
Time:12:36:
3
TRACT 16572,
WEST SIDE,
FONTANA
f
LINE
A STORM DRAIN
ULTIMATE CONDITION
BY E.I.
I Invert I
Depth I
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Q I
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1-
PIPE
1307.034
- I -
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3.60
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1-
PIPE
1308.234
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1417.033
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PIPE
1309.280
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18.46
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PIPE
1310.199
I I
1417.569
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1311.005
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PIPE
1312.331
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1418.151
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PIPE
1312.868
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1418.298
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1-
PIPE
I I t I It A w I I. I a I I I a 1 4 t 11 1 1 I 1 I I I I 11 11 I i t I a i
FILE: 165721inea.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE
3
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
5 -2005
Time:12:36:
3
TRACT 16572,
WEST SIDE,
FONTANA
f
LINE A STORM DRAIN
ULTIMATE CONDITION
BY E.I.
*
* * * * * * * *
* * * * * * * * * * * * * * * * *
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Wtl
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Station I
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(FPS)
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1314.099
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PIPE
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1314.401
I
1418.717
1.033
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1419.750
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18.46
8.55
1.14
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1420.89
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1
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1.73
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I I
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PIPE
I
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1314.654
I
1418.786
1.070
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1419.856
I
18.46
8.16
1.03
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3.000
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I
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PIPE
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1314.866
I
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1419.952
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7.78
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1315.038
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1418.891
1.148
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1315.172
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1418.928
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1315.275
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1418.956
1.233
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PIPE
Pr I It I I A IMA Kai K l 61 1 1 1 1 11 1 1 1 1 1 t 1 1 1 1 1 1 L! k A L l
FILE: 165721inea.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE
4
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
5 -2005
Time:12:36:
3
TRACT 16572,
WEST SIDE,
FONTANA
LINE A STORM DRAIN
ULTIMATE CONDITION
BY E.I.
I Invert I
Depth
I Water
I Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight
/lBase
Wtl
INo Wth
Station
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I Elev I
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(FT)
-I-
I Elev
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(FPS)
Head I
Grd.El.1
Elev
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Width
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I.D.I
ZL
IPrs /Pip
L /Elem
ICh Slope I
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I
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SF Avel
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I
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1315.346
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1418.975
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1-
PIPE
1315.389
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1418.987
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1.325
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1
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1315.400
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I-
PIPE
1323.250
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1419.020
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1.406
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1420.426
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1
PIPE
1328.619
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1419.033
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1331.780
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1359.850
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1419.130
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T1 TRACT 16572 WEST, FONTANA 0
T2 LATERAL A, ULTIMATE CONDITION
T3 BY: E.I.
SO 1004.7001419.470 1 1422.762
R 1022.7401419.850 1 .013 .000 .000 0
WE 1022.7401419.850 2 .500
SH 1022.7401419.850 2 1419.850
CD 1 4 1 .000 2.000 .000 .000 .000 .00
CD 2 2 0 .000 4,,000 21.000 .000 .000 .00
Q 14.300 .0
I I l a Ir t i a A a A a A t i t t -! f e i t I I 1 I 1 t l I j t I a a t i
FILE: 16572lataf.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1
Program Package Serial Number: 1382
WATER SURFACE PROFILE LISTING Date: 2- 5 -2005 Time:12: 5:50
TRACT 16572 WEST, FONTANA
f LATERAL A, ULTIMATE CONDITION
BY: E.I.
I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth
Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip
- I - - I - - I - - I- - I - - I - - I - - I - - I - -i- - I - - I - -I- -I
L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch
I I I I I I I I I I I I I
1004.700 1419.470 3.292 1422.762 14.30 4.55 .32 1423.08 .00 1.36 .00 2.000 .000 .00 1 .0
- I- - I - - I - - I - - I - - I - - i - - I - - I - - I - - I - - I - - I - 1-
18.040 .0211 .0040 .07 3.29 .00 .92 .013 .00 .00 PIPE
I I I I I I I I I I I I I
1022.740 1419.850 2.984 1422.834 14.30 4.55 .32 1423.16 .00 1.36 .00 2.000 .000 .00 1 .0
WALL ENTRANCE
I I I I I I I I I I I I I
1022.740 1419.850 3.467 1423.317 14.30 .20 .00 1423.32 .00 .24 21.00 4.000 21.000 .00 0 .0
-I- -I- - I- - I - -I- -I- -I- -I- -I- -I -I- - I- - I - I-
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ar
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,. WSPG Hydraulic Analysis
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40
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rr
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40
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r
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40
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40
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40
do
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40
10
40
40
40
10
T1
CYPRESS AVENUE, FONTANA
0
T2
STORM DRAIN FROM BASELINE
TO WALNUT
T3
ULTIMATE CONDITION
BY:
E.I.
SO
1051.3401393.550
1
1404.000
R
1120.0001395.010
1
.013
.000
.000 0
JX
1124.8001395.120
3
2
.013
26.700
1401.400
45.0
.000
R
1330.0001399.490
3
.013
.000
.000 0
JX
1334.8001399.600
5
4
.013
21.400
1406.200
45.0
.000
R
1409.8601406.800
19
_
.013
.000
.000 0
JX
1414.6601406.870
20
.013
R
1620.0001409.870
5
.013
.000
.000 0
JX
1624.8001409.940
7
6
.013
9.800
1412.300
45.0
.000
R
1787.8101412.220
7
.013
-
.000
.000 0
JX
1798.2901412.760
9
15 25.013
20.200
32.2001412.4901412.490
30.0
30.0 .000
R
1904.3301418.500
13
.013
.000
.000 0
JX
1912.3401418.580
21
.013
R
1920.0001418.780
9
.013
.000
.000 0
JX
1924.8001418.800
11
10
.013
14.300
1419.470
45.0
.000
R
2280.0001424.160
11
.013
.000
.000 0
JX
2284.8001424.250
13
12
.013
9.500
1425.000
45.0
.000
R
2759.3401432.360
13
.013
.000
.000 0
JX
2768.3401432.940
15
14
.013
41.800
1433.450
45.0
.000
R
3120.0001438.950
15
.013
.000
.000 0
JX
3124.8001439.030
17
16
.013
15.350
1443.900
45.0
.000
R
3140.0001439.290
17
.013
.000
.000 0
WE
3140.0001439.290
18
.500
SH
3140.0001439.290
18
1439.29
CD
1 4 1 .000
4.500
.000 .000
.000
.00
CD
2 4 1 .000
2.500
.000 .000
.000
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CD
3 4 1 .000
4.500
.000 .000
.000
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4 4 1 .000
2.500
.000 .000
.000
.00
CD
5 4 1 .000
4.000
.000 .000
.000
.00
CD
6 4 1 .000
2.500
.000 .000
.000
.00
CD
7 4 1 .000
4.000
.000 .000
.000
.00
CD
8 4 1 .000
2.500
.000 .000
.000
.00
CD
9 4 1 .000
3.500
.000 .000
.000
.00
CD
10 4 1 .000
2.000
.000 .000
.000
.00
CD
11 4 1 .000
3.500
.000 .000
.000
.00
CD
12 4 1 .000
2.500
.000 .000
.000
.00
CD
13 4 1 .000
3.500
.000 .000
.000
.00
CD
14 4 1 .000
2.500
.000 .000
.000
.00
CD
15 4 1 .000
3.000
.000 .000
.000
.00
An
do
414
i
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an
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CD
16
4
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2.500
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.000
.000
.00
CD
17
4
1
.000
3.000
.000
.000
.000
.00
CD
18
2
0
.000
4.500
10.000
.000
.000
.00
CD
19
4
1
.000
4.000
.000
.000
.000
.00
CD
20
4
1
.000
4.000
.000
.000
.000
.00
CD
21
4
1
.000
3.500
.000
.000
.000
.00
CD
23
4
1
.000
3.000
.000
.000
.000
.00
CD
25
4
1
.000
3.000
.000
.000
.000
.00
Q
15.350
.0 .
FILE: CYPRESSI0.WSW
W S P G
W- CIVILDESIGN
Version
14.03
PAGE
1
Program Package
Serial
Number: 1382
WATER
SURFACE PROFILE
LISTING
Date: 2-
4 -2005 Time:
2:47:10
CYPRESS AVENUE,
FONTANA
s
STORM DRAIN
FROM BASELINE
TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight
/IBase
Wtl
INo Wth
Station
-I-
I Elev I
(FT)
-I
I Elev I
- t-
(CFS) I
- I -
(FPS)
- I -
Head I
Grd.El.l
Elev I
Depth
I Width
IDia. -FTIor
I.D.I
ZL
IPrs /Pip
L /Elem
-I
ICh Slope I
I I
I
-I-
SF Avel
-I-
HF ISE
- I -
DpthlFroude
-I-
NINorm
Dp
-i- - I -
I "N"
-I
I X -Fall)
ZR
-I
IType
Ch
I I
I I
I
I
I
I
1051.340
- I -
1393.550
10.450
1404.000
- I -
206.60
12.99
2.62
1406.62
.00
4.08
I
.00
I
4.500
I I
.000
.00
I
1
.0
68.660
- I -
.0213
- I -
- I -
- I -
- I -
.0110
- I -
.76
- I -
10.45
- i -
.00
2.83
- I - - I -
.013
- I -
.00
.00
1
PIPE
1120.000
-I-
I I
1395.010
- I -
9.748
-I-
I I
1404.758
-I
I
206.60
-I-
12.99
-I-
I
2.62
-i-
I
1407.38
- I -
I
.00
-I-
4.08
- I -
I
.00
I
4.500
I I
.000
.00
I
1
.0
JUNCT STR
.0229
.0097
.05
9.75
.00
-I- -I-
.013
-I
.00
.00
I-
PIPE
1124.800
- I -
I I
1395.120
10.751
- I -
I I
1405.671
- I -
I
179.90
- I -
11.31
- i -
I
1.99
- I -
I
1407.86
- I -
I
.00
- I -
3.88
I
.00
I
4.500
I I
.000
.00
I
1
.0
205.200
- I -
.0213
.0084
1.72
10.75
- I -
.00
2.58
- I - - I -
.013
- I -
.00
.00
1
PIPE
1330.000
- I -
I I
1399.490
8.098
I I
1407.588
- I -
I
179.90
- I -
11.31
- I -
I
1.99
I
1409.57
I
.00
3.88
I
.00
I
4.500
I I
.000
.00
I
1
.0
JUNCT STR
- I -
..0229
- I -
- I -
.0103
- I -
.05
- I -
8.10
- I -
.00
- I - - I -
.013
- I -
.00
.00
I-
PIPE
1334.800
I I
1399.600
8.116
I I
1407.715
I
158.50
12.61
I
2.47
I
1410.19
I
.00
3.66
I
.00
I
4.000
I I
.000
.00
I
1
.0
- I -
16.107
- I -
.0959
- I -
- I -
- I -
- I -
- I -
.0122
- I -
.20
- I -
8.12
- I -
.00
1.65
- I - - I -
.013
- I -
.00
.00
1-
PIPE
1350.907
I I
1401.145
6.766
I i
1407.911
I
158.50
12.61
I
2.47
i
1410.38
I
.00
3.66
I
.00
I
4.000
I I
.000
.00
I
1
.0
HYDRAULIC
JUMP
1350.907
- I -
I I
1401.145
2.111
I I
1403.256
- I -
I
158.50
- I -
23.56
- I -
I
8.62
- I -
I
1411.88
- I -
I
.00
- I -
3.66
I
3.99
I
4.000
I I
.000
.00
I
1
.0
12.035
- I -
.0959
- I -
.0382
.46
2.11
- I -
3.20
1.65
- I - - I -
.013
- I -
.00
.00
1
PIPE
1362.943
-I-
I I
1402.299
2.193
I I
1404.493
I
158.50
22.46
- I -
I
7.83
- I -
I
1412.33
I
.00
- I -
3.66
I
3.98
I
4.000
I I
.000
.00
I
1
.0
10.048
-I-
.0959
-I-
-I
-I
.0337
-I
.34
2.19
-I-
2.97
1.65
-I- - I-
.013
- I-
.00
.00
1-
PIPE
1372.991
- I -
I I
1403.263
- I -
2.280
- I -
I I
1405.543
- I -
I
158.50
- I -
21.41
- I -
I
7.12
- I -
1412.66
- I -
I I
.00
- I -
3.66
- I -
I
3.96
I
4.000
- I - - I -
I I
.000
.00
I
1
.0
8.398
.0959
.0298
.25
2.28
2.76
1.65
.013
- I -
.00
.00
1-
PIPE
a A a A l`i a A a s & A a i t# a i I 1 a 1 a I a 1 a I I i a 1 a j a! a I
FILE: CYPRESSIO.WSW
W S P G
W- CIVILDESIGN Version
14.03
PAGE 2
Program
Package Serial Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
2:47:10
f
CYPRESS AVENUE,
FONTANA
STORM DRAIN
FROM BASELINE TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I
Invert I
Depth I
water I
Q I
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight /IBase
Wtl
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
- I -
Head I
-I-
Grd.El.I
-I-
Elev I
- I -
Depth
- I -
I Width
-I-
IDia. -FTlor
-I-
I.D.I
-I-
ZL
-I
IPrs /Pip
-I
L /Elem ICh
-I-
Slope I
-I-
I
- I -
I
-I-
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N"
I X -Fall)
ZR
IType Ch
I
I
I
I I
i
I
1381.389
I
1404.069
I
2.372
I
1406.441
I
158.50
20.42
I
6.47
I
1412.91
.00
3.66
3.93
4.000
.000
.00
1 .0
7.079
.0959
.0264
.19
2.37
2.56
1.65
.013
.00
I I
.00
PIPE
I
I
1388.469
I
1404.748
I
2.468
I
1407.216
I
158.50
19.47
I
5.89
I
1413.10
- I -
I
.00
- I -
3.66
- I -
I
3.89
- I -
I
4.000
- I -
.000
- I -
.00
1 .0
1
- I -
5.953
- I -
.0959
- I -
- I -
- I -
- I -
- I -
.0233
.14
2.47
I
2.37
1.65
I
.013
I
.00
I I
.00
PIPE
I
I
1394.421
I
1405.319
I
2.571
I
1407.890
I
158.50
18.56
I
5.35
I
1413.24
- I -
.00
- I -
3.66
- I -
3.83
- I -
4.000
- I -
.000
- I -
.00
1 .0
1
-I-
5.005
- I -
.0959
- I -
- I -
- I -
- I -
- i -
.0207
.10
2.57
2.19
1.65
.013
.00
I
.00
PIPE
I
I
1399.426
I
1405.799
I
2.681
I
1408.480
I
158.50
17.70
I
4.86
I
1413.34
I
.00
3.66
I
3.76
I
4.000
I
.000
.00
1 .0
4.184
.0959
.0184
.08
2.68
2.02
1.65
.013
I
.00
I I
.00
PIPE
I
I
1403.610
I
1406.200
I
2.799
I
1409.000
I
158.50
16.87
I
4.42
I
1413.42
I
.00
3.66
I
3.67
4.000
.000
.00
1 .0
1-
3.460
.0959
.0165
.06
2.80
1.86
1.65
.013
.00
I
.00
PIPE
I
I
1407.070
i
1406.532
I
2.926
I
1409.458
I
158.50
16.09
I
4.02
I
1413.48
- 1 -
I
.00
- I -
3.66
- I -
I
3.55
- I -
I
4.000
- I -
I
.000
- I -
.00
1 .0
1
- I -
2.790
- I -
.0959
- I -
- I -
- I -
- I -
- I -
.0147
.04
2.93
1.70
1.65
.013
I
.00
I I
.00
PIPE
1409.860
I I
1406.800
3.065
I I
1409.865
I
158.50
15.34
I
3.65
I
1413.52
- i -
I
.00
- I -
3.66
- I -
I
3.39
- I -
4.000
- I -
.000
- I -
.00
I
1 C
I-
- I -
JUNCT STR
- I -
.0146
- I -
- I -
- I -
- I -
- I -
.0139
.07
3.06
1.55
I
.013
I
.00
I
.00
I
PIPE
I
1414.660
I I
1406.870
3.067
I I
1409.937
I
158.50
15.33
3.65
I I
1413.59
- I -
.00
- I -
I
3.66
- I -
3.38
4.000
- I - - I -
.000
- I -
.00
1 C
1-
-I-
47.436
- I -
.0146
- I -
- I -
- I -
- I -
- I -
.0138
.65
3.07
1.55
3.00
.013
.00
.00
I
PIPE
I
1462.096
I I
1407.563
3.096
I I
1410.659
I
158.50
15.18
3.58
I
1414.24
I
.00
- I -
t
3.66
- I -
I
3.35
I
4.000
- I - - I -
I
.000
- I -
.00
1 C
1-
-I-
103.872
- I -
.0146
- I -
- i -
- I -
- I -
- I -
.0130
- I -
1.35
3.10
1.51
3.00
.013
.00
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PIPE
t A a a i i t A a s i s a 1 a A ! I a l t 1 t l t 1 I A a i a 1 t I a I a I
FILE: CYPRESSIO.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE
3
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
2:47:10
CYPRESS
AVENUE,
FONTANA
f STORM
DRAIN
FROM BASELINE
TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight /IBase
WtI
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev
I Depth
I Width
-I-
IDia. -FTIor
-I-
I.D.1
-I
ZL
-I
IPrs /Pip
-I-
L /Elem ICh
- I -
Slope I
-I-
I
- I-
I
-I-
I
-I-
-I-
SF Avel
-I-
HF ISE
-I-
DpthlFroude
-I-
NINorm
Dp
I "N"
I X -Fall)
ZR
IType
Ch
I
I
I
I
I I
I
I
1565.968
I
1409.081
I
3.253
I
1412.334
I
158.50
14.48
- I -
I
3.25
- I -
1415.59
- I -
.00
- I -
3.66
- I -
3.12
- I -
4.000
- I -
.000
- I -
.00
1
1-
.0
-I-
41.162
- I -
.0146
- I -
- I -
- 1-
.0118
.49
3.25
1.36
3.00
I
.013
I
.00
I I
.00
PIPE
I
I
1607.130
I
1409.682
I
3.434
I
1413.116
I
158.50
13.80
I
2.96
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I
1620.000
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1409.870
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3.657
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1413.527
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158.50
13.16
I
2.69
- I -
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1416.22
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3.66
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- I -
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.0107
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I
I
1624.800
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1409.940
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4.426
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1414.366
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148.70
11.83
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2.17
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1416.54
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130.389
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I
I
1755.189
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1411.764
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4.000
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1415.764
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148.70
11.83
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2.17
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.0099
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1
PIPE
I
1787.810
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1412.220
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3.745
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1415.965
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148.70
12.16
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1418.26
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1.96
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.0515
3.74
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1798.290
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1412.760
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1.747
1414.507
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96.30
20.07
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1420.76
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1810.081
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1413.398
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1.774
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96.30
19.67
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1421.18
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I
1832.559
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1414.615
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1.842
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96.30
18.75
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1421.92
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I I o f i I a I al a i a t j A I t 1 t! t! ! i t 1 ! 1 a 1 t i t I a
FILE: CYPRESSI0.WSW
W S P
G W-
CIVILDESIGN Version
14.03
PAGE
4
Program
Package Serial Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
2:47:10
CYPRESS
AVENUE,
FONTANA
f
STORM DRAIN
FROM BASELINE TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I
Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight
/)Base
WtI
INo Wth
Station I
-I
Elev I
- I-
(FT)
-I-
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
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I Depth
I Width
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I.D.I
ZL
IPrs /Pip
L /Elem ICh
Slope I
-I
I I
-I-
I
-I-
-I
SF Avel
-I- -I-
HF ISE DpthlFroude
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I "N"
-I-
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IType
Ch
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1849.428
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1415.528
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1.914
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96.30
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17.88
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4.96
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1422.41
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3.48
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3.500
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1
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13.139
.0541
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.34
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1.91
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2.53
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1.56
- I -
.013
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.00
1-
PIPE
1862.567
- I -
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1416.239
- I -
1.990
- I -
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1418.229
- I -
I
96.30
- I -
17.05
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4.51
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1422.74
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3.47
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1.56
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1-
PIPE
1873.038
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1416.806
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2.070
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1418.876
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1881.500
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1417.264
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2.154
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1419.418
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96.30
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2.15
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2.02
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1.56
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- I -
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1-
PIPE
1888.336
- I -
I I
1417.634
- I -
2.244
- I -
I I
1419.878
- I -
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96.30
14.78
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3.39
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1
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1.56
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1-
PIPE
1893.885
- I -
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1417.935
- I -
2.339
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1420.274
- I -
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96.30
14.09
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1
PIPE
1898.298
- I -
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1418.173
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2.442
- I -
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1420.616
- I -
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96.30
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1.59
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1.56
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- I -
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1
PIPE
1901.747
- I -
I I
1418.360
2.553
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1420.913
- I -
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96.30
- I -
12.81
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2.55
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1423.46
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1
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2.55
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1.45
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1.56
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1
PIPE
1904.330
- I -
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1418.500
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2.674
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1421.174
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96.30
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12.21
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2.32
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1
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.0100
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1.32
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I
PIPE
of an w " r on w w " r w M w wr " M w "
FILE: CYPRESSI0.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE 5
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
2:47 :10
CYPRESS AVENUE,
FONTANA
STORM DRAIN
FROM BASELINE
TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICritical)Flow
ToplHeight
/IBase
Wtl
INo Wth
Station
-I-
I Elev 1
-I-
(FT)
-I-
I Elev I
-I-
(CFS) I
(FPS)
Head I
Grd.E1.1
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ICh Slope I
I I
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-I-
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-I-
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- I-
I "N"
-I-
i X -Fa111
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ZR
IType Ch
I I
I I
I
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1912.340
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1418.580
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2.667
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1421.247
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96.30
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12.24
2.33
I
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2.98
I
3.500
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1 .0
2.471
.0261
- I -
- I -
.0104
- I -
.03
- i -
2.67
- I -
1.33
- I -
1.94
- I -
.013
- I -
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.00
1-
PIPE
1914.811
- I -
I I
1418.645
- I -
2.723
- I -
I I
1421.368
- I -
I
96.30
- I -
11.99
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2.23
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2.72
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1.27
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1
PIPE
1918.634
- I -
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1418.744
- I -
2.863
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I I
1421.608
- I -
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96.30
- I -
11.43
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2.03
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2.86
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1.14
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1.94
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I-
PIPE
1920.000
- I -
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1418.780
- I -
3.025
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I I
1421.805
- I -
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96.30
- I -
10.90
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1.84
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.0042
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I-
PIPE
1924.800
-I-
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1418.800
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4.065
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1422.865
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82.00
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1
PIPE
1971.720
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3.664
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HYDRAULIC
JUMP
1971.720
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2.094
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1424.50
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2089.053
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FILE: CYPRESSI0.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE 8
Program
Package Serial
Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005
Time:
2:47:10
CYPRESS
AVENUE,
FONTANA
s
STORM
DRAIN
FROM BASELINE
TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight
/IBase
Wt1
INo Wth
Station
-I-
I Elev I
(FT) I
- I -
Elev I
-I-
(CFS) I
(FPS)
Head I
Grd.E1.1
Elev
I Depth I
Width
IDia. -FTior
I.D.I
ZL
IPrs /Pip
L /Elem
-I-
ICh Slope I
I
I
-I
I
-I-
-I-
SF Avel
-I
HF ISE
-I-
DpthlFroude
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NINorm
- I-
Dp
-i-
I "N" I
-I
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-I
ZR
IType Ch
I I
I
I
I
2813.722
1433.715
2.560
1436.276
30.70
4.78
I
.35
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1436.63
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I
1.80
I
2.12
I I
3.000
I
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I
1 .0
HYDRAULIC
JUMP
'
2813.722
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1433.715
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1.229
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1434.945
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30.70
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11.26
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I
1.97
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1436.91
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I
1.80
I
2.95
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3.000
I
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1 .0
108.237
.0171
.0170
1.84
1.23
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2.06
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1.23
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1-
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2921.959
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1435.565
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1.233
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1436.798
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30.70
11.21
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1.95
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1438.75
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1.67
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2.05
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1.23
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1
PIPE
3027.604
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1437.371
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1.278
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1438.649
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30.70
10.69
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1.77
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1440.42
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1.23
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1
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3063.510
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1437.984
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1.325
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1439.310
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30.70
10.19
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1.61
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1440.92
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3083.357
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1438.324
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1.375
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1439.699
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3111.179
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1438.799
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I l a I #!# i a I a A a! & I 1 1 I I a I t 1 t I ! 1 t I t I a 1 a I a A
FILE: CYPRESSIO.WSW
W S P
G W- CIVILDESIGN Version
14.03
PAGE 9
Program
Package Serial Number: 1382
WATER
SURFACE
PROFILE LISTING
Date: 2-
4 -2005 Time:
2:47:10
CYPRESS
AVENUE,
FONTANA
r STORM
DRAIN
FROM BASELINE TO
WALNUT
ULTIMATE CONDITION
BY:
E.I.
I
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow ToplHeight
/lBase
Wt1
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.EI.l
Elev
1 Depth
I Width
IDia. -FTlor
I.D.I
ZL
IPrs /Pip
-I-
L /Elem ICh
- I -
Slope I
-I
I
- I -
I
- I -
I
- I -
-I-
SF Avel
- I-
HF ISE
- I -
DpthiFroude
- I -
NINorm
- I -
Dp
- I -
I "N"
-I-
I X -Fall)
ZR
-I
IType Ch
I
I
I
3115.392
- I -
I
1438.871
I
1.596
1440.467
- I -
I
30.70
8.03
I
1.00
1441.47
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I
1.80
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2.99
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3.000
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1 .0
2.636
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.0171
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-I
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1.60
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1.25
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1.23
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t - I -
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1
PIPE
3118.028
1438.916
1.659
1440.575
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30.70
7.65
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1441.49
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1.80
2.98
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1.557
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1.66
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1.16
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1.23
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1
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3119.586
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1438.943
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1.724
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1440.667
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3120.000
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3124.800
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2.722
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T1 TRACT 16572 WEST, FONTANA 0
T2 LATERAL A, ULTIMATE CONDITION
T3 BY: E.I.
SO 1004.7001419.470 1 1422.865
R 1022.7401419.850 1 .013 .000 .000 0
WE 1022.7401419.850 2 .500
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FILE: 16572lataf.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1
Program Package Serial Number: 1382
WATER SURFACE PROFILE LISTING Date: 2- 5 -2005 Time:12:43:39
TRACT 16572 WEST, FONTANA
LATERAL A, ULTIMATE CONDITION
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