HomeMy WebLinkAboutSan Sevaine Road Storm DrainSan Sevaine Road Storm Drain
Wolk
•
March 5, 2001
Prepared For:
Stratham Homes
2201 Dupont Drive
Suite 300
Irvine, CA 92612
(949) 833-1554
Prepared ]By:
Allard Engineering
8253 Sierra Avenue
Fontana, CA 92335
(909) 356-1815
� Exp. U0.2004
t
Raymondf Allard R.C.E. 36052 Exp. 06/30/04 F
0
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-95 Advanced Engineering Software (aes)
Ver. 5.1A Release Date: 08/01/95 License ID 1400
Analysis prepared by:
ALLARD ENGINEERING
6101 CHERRY AVE.
FONTANA CA. 92336
TEL. (909) 899-5011 FAX (909) 899-5014
+++xxx++++++++++++++++++++ DESCRIPTION OF STUDY ++++xxxxx++++++++++++++xx+
* SAN SEVAINE S.D. - Q100 HYDROLOGY
* FN = SANSEV.100
x
FILE NAME: SANSEV.100
TIME/DATE OF STUDY: 19:45 12/28/2000
------------------------------- - -----------
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE
_ .90
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) _
.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5300
*ANTECEDENT MOISTURE CONDITION (AMC III) ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW
MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GLITTER -GEOMETRIES:
MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE
FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT)
(n)
_____ ------ ----- ------ -----
1 30.0 20.0 018/ 018/ .020 .67 2.00 .03125 .1670
-------
.01500
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 1.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 10.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
x+xxxxx+++++xxxxxxx+++x+xx++++xx+xxx+++xx+x+xx+x+xxxxxx+++++++++++++xxxx++++
FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 2.1
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS -<,
«<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
------------------------------------------------------------------ -
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 1445.00 DOWNSTREAM(FEET) = 1433.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]** .20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 12.437
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.933
SUBAREA Tc AND LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
APARTMENTS A 2.90 .80 .20 52 12.44
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20
SUBAREA RUNOFF(CFS) = 9.85
TOTAL AREA(ACRES) = 2.90 PEAK FLOW RATE(CFS) = 9.85
FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 6.1
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STANDARD CURB SECTION USED)<<<<<
----------------------------------------------------------------------------
UPSTREAM ELEVATION(FEET) = 1433.00 DOWNSTREAM ELEVATION(FEET) = 1425.00
STREET LENGTH(FEET) = 500.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) _ .017
OUTSIDE STREET CROSSFALL(DECIMAL) _ .017
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) _ .020
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 22.45
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) _ .57
HALFSTREET FLOOD WIDTH(FEET) = 24.07
AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.38
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.51
STREET FLOW TRAVEL TIME(MIN.) = 1.90 Tc(MIN.) = 14.34
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.612
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/H.R) (DECIMAL) CN
APARTMENTS A 8.10 .80 .20 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20
SUBAREA AREA(ACRES) = 8.10 SUBAREA RUNOFF(CFS) = 25.17
EFFECTIVE AREA(ACRES) = 11.00 AREA -AVERAGED FM(INCH/HR) _ .16
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .20
TOTAL AREA(ACRES) = 11.00 PEAK FLOW RATEI(CFS) = 34.18
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) _ .65 HALFSTREET FLOOD WIDTH(FEET) = 28.37
FLOW VELOCITY(FEET/SEC.) = 4.86 DEPTH*VELOCITY(FT*FT/SEC.) = 3.14
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 6.1
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STANDARD CURB SECTION USED)<< <<<
---------------------------------------------------------------------
UPSTREAM ELEVATION(FEET) = 1425.00 DOWNSTREAM ELEVATION(FEET) = 1421.50
STREET LENGTH(FEET) = 410.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) _ .017
OUTSIDE STREET CROSSFALL(DECIMAL) _ .017
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) _ .020
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) =
44.42
***STREET FLOW SPLITS OVER STREET -CROWN***
FULL DEPTH(FEET) _ .71 FLOOD WIDTH(FEET) = 34.08
FULL HALF -STREET VELOCITY(FEET/SEC.) = 3.83
SPLIT DEPTH(FEET) _ .50 SPLIT FLOOD WIDTH(FEET)
= 19.93
SPLIT FLOW(CFS) = 10.20 SPLIT VELOCITY(FEET/SEC.)
= 2.86
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) _ .71
HALFSTREET FLOOD WIDTH(FEET) = 34.08
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.83
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.71
STREET FLOW TRAVEL TIME(MIN.) = 1.79 Tc(MIN.) = 16.12
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.366
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
APARTMENTS A 7.10 .80
.20 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20
SUBAREA AREA(ACRES) = 7.10 SUBAREA RUNOFF(CFS)
= 20.49
EFFECTIVE AREA(ACRES) = 18.10 AREA -AVERAGED Fm(INCH/HR) _ .16
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .20
TOTAL AREA(ACRES) = 18.10 PEAK FLOW RATE(CFS) = 52.24
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) _ .71 HALFSTREET FLOOD WIDTH(FEET) = 34.08
FLOW VELOCITY(FEET/SEC.) = 3.83 DEPTH*VELOCITY(FT*FT/SEC.) = 2.71
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 410.0 FT WITH ELEVATION -DROP = 3.5 FT, IS 28.9 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 13.00
+++*****+++*+++++++*++++*++*+++****+++++**********1,**************++*******+*
FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 6.1
-----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA« <<<
>>>>>(STANDARD CURB SECTION USED) < <<<
UPSTREAM ELEVATION(FEET) = 1421.50 DOWNSTREAM ELEVATION(FEET) = 1418.00
STREET LENGTH(FEET) = 400.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 32.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) _ .017
OUTSIDE STREET CROSSFALL(DECIMAL) _ .017
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF == 1
STREET PARKWAY CROSSFALL(DECIMAL) _ .020
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 61.98
***STREET FLOW SPLITS OVER STREET -CROWN***
FULL DEPTH(FEET) _ .71 FLOOD WIDTH(FEET) = 34.08
FULL HALF -STREET VELOCITY(FEET/SEC.) = 3.87
SPLIT DEPTH(FEET) _ .66 SPLIT FLOOD WIDTH(FEET) = 29.23
SPLIT FLOW(CFS) = 27.34 SPLIT VELOCITY(FEE'C/SEC.) = 3.67
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) _ .71
HALFSTREET FLOOD WIDTH(FEET) = 34.08
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.87
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.74
STREET FLOW TRAVEL TIME(MIN.) = 1.72 TC(MIN.)' = 17.84
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.167
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
APARTMENTS A 7.20 .130 .20 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) __ .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20
SUBAREA AREA(ACRES) = 7.20 SUBAREA RUNOFF(CFS) = 19.49
EFFECTIVE AREA(ACRES) = 25.30 AREA -AVERAGED Fm(INCH/HR) _ .16
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .20
TOTAL AREA(ACRES) = 25.30 PEAK FLOW RATE(CFS) = 68.49
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) _ .71 HALFSTREET FLOOD WIDTH(FEET) = 34.08
FLOW VELOCITY(FEET/SEC.) = 3.87 DEPTH*VELOCIT`.C(FT*FT/SEC.) = 2.74
*NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS,
AND L = 400.0 FT WITH ELEVATION -DROP = 3.5 FT, IS 29.5 CFS,
WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 14.00
FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 3.1
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1410.00 DOWNSTREAM(FEET) = 1402.00
FLOW LENGTH(FEET) = 350.00 MANNING'S N = .013
DEPTH OF FLOW IN 33.0 INCH PIPE IS 24.5 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 14.46
ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 68.49
PIPE TRAVEL TIME(MIN.) _ .40 Tc(MIN.) = 113.25
FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 8.1
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< «<
---------------------------
MAINLINE Tc(MIN) = 18.25
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.125
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 10.50 E10 .10 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _. .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .1.0
SUBAREA AREA(ACRES) = 10.50 SUBAREA RUNOFF(CFS) = 28.78
EFFECTIVE AREA(ACRES) = 35.80 AREA -AVERAGED Fm(INCH/HR) _ .14
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .17
TOTAL AREA(ACRES) = 35.80 PEAK FLOW RATE(CFS) = 96.31
FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 3.1
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA«:«<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1402.00 DOWNSTREAM(FEET) = 1399.00
FLOW LENGTH(FEET) = 200.00 MANNING'S N = .01.3
DEPTH OF FLOW IN 42.0 INCH PIPE IS 29.0 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 13.57
ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 96.31
PIPE TRAVEL TIME(MIN.) _ .25 Tc(MIN.) = 18.49
*+****++++****+++****++****++*x*******++++*******+#*****++*+****+x++***+++**
FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 8.1
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
-------------------------
MAINLINE Tc(MIN) = 18.49
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.100
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/FIR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 7.60 Elo .50 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _- .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50
SUBAREA AREA(ACRES) = 7.60 SUBAREA RUNOFF(CFS) = 18.46
EFFECTIVE AREA(ACRES) = 43.40 AREA -AVERAGED Fm(INCH/HR) _ .18
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .23
TOTAL AREA(ACRES) = 43.40 PEAK FLOW RATE(CFS) = 113.99
FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 3.1
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« <<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1399.00 DOWNSTREAM(FEET) = 1391.00
FLOW LENGTH(FEET) = 610.00 MANNING'S N = .013
DEPTH OF FLOW IN 45.0 INCH PIPE IS 32.4 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 13.40
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 113.99
PIPE TRAVEL TIME(MIN.) _ .76 Tc(MIN.) = 19.25
FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 8.1
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
----------------------
MAINLINE Tc(MIN) = 19.25
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.026
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 15.90 .80 .50 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) __ .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50
SUBAREA AREA(ACRES) = 15.90 SUBAREA RUNOFF(CFS) = 37.61
EFFECTIVE AREA(ACRES) = 59.30 AREA -AVERAGED Fm(INCH/HR) _ .24
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .30
TOTAL AREA(ACRES) = 59.30 PEAK FLOW RATE -(CFS) = 148.71
FLOW PROCESS FROM NODE 17.00 TO NODE 18.00 IS CODE = 3.1
-----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
------------------------------
-----------------------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1389.00 DOWNSTREAM(FEET) = 1375.00
FLOW LENGTH(FEET) = 720.00 MANNING'S N = .01.3
DEPTH OF FLOW IN 45.0 INCH PIPE IS 34.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 16.45
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 148.71
PIPE TRAVEL TIME(MIN.) _ .73 Tc(MIN.) = 19.98
FLOW PROCESS FROM NODE 18.00 TO NODE 18.00 IS CODE = 8.1
-----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
-----------------------------------------------------------------------------
MAINLINE Tc(MIN) = 19.98
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.959
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/F[R) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 25.30 .80 .50 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50
SUBAREA AREA(ACRES) = 25.30 SUBAREA RUNOFF(CFS) = 58.32
EFFECTIVE AREA(ACRES) = 84.60 AREA -AVERAGED Fm(INCH/HR) _ .29
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .36
TOTAL AREA(ACRES) = 84.60 PEAK FLOW RATE(CFS) = 203.47
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 3.1
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
----------------------------------------------------------------------------
--------------------------------
---------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1375.00 DOWNSTREAM(FEET) = 1362.00
FLOW LENGTH(FEET) = 780.00 MANNING'S N = .013
DEPTH OF FLOW IN 51.0 INCH PIPE IS 41.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 16.62
ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 203.47
PIPE TRAVEL TIME(MIN.) _ .78 Tc(MIN.) = 20.76
FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 8.1
------------------------------------------------------------------------ ---
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
----------------------------------------------------------------------------
----------------------------------------------------------------------------
MAINLINE Tc(MIN) = 20.76
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.892
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/H'R) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 13.50 .80 .50 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .80
`ll
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50
SUBAREA AREA(ACRES) = 13.50 SUBAREA RUNOFF(CFS) = 30.30
EFFECTIVE AREA(ACRES) = 98.10 AREA -AVERAGED Fm(INCH/HR) _ .30
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .38
TOTAL AREA(ACRES) = 98.10 PEAK FLOW RATE(CFS) = 228.64
xxxxxxxxx+++++++++++x++++xxxxxxxxxxxxxxxxxxx+xxxxxxxxxxxxxxxxx+xxxxxxxxxxxxx
FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE = 3.1
-----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<.c«<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<<<<
-----------------------------------------------------------------------------
-----------------------------------------------------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1362.00 DOWNSTREAM(FEET) = 1352.00
FLOW LENGTH(FEET) = 540.00 MANNING'S N = .O13
DEPTH OF FLOW IN 54.0 INCH PIPE IS 40.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 18.07
ESTIMATED PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 228.64
PIPE TRAVEL TIME(MIN.) _ .50 Tc(MIN.) = 21.26
xxxxxxx+xxxxxxxxxxx+xxxxxx+xxxxxxxxxxxxxxxxxxxxxxxa,xxxxxxxxx+xxx+xxxxxxxxxxx
FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 8.1
-----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
-----------------------------------------------------------------------------
MAINLINE Tc(MIN) = 21.26
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.851
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 27.40 El0 .50 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _. .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50
SUBAREA AREA(ACRES) = 27.40 SUBAREA RUNOFF(CFS) = 60.50
EFFECTIVE AREA(ACRES) = 125.50 AREA -AVERAGED Fm(INCH/HR) _ .32
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .41
TOTAL AREA(ACRES) = 125.50 PEAK FLOW RATE(CFS) = 285.53
+xxxxxxxxxxxxxxxx++x++xxxxxxxxxx+xxxx+++x+xxxxxxx++xxxxxxxxxxxx++++++++++x++
FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 3.1
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
---------------------------------
------------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1352.00 DOWNSTREAM(FEET) = 1339.00
FLOW LENGTH(FEET) = 650.00 MANNING'S N = .013
DEPTH OF FLOW IN 57.0 INCH PIPE IS 43.8 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 19.55
ESTIMATED PIPE DIAMETER(INCH) = 57.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 285.53
PIPE TRAVEL TIME(MIN.) _ .55 Tc(MIN.) = 21.82
x+++xxxxxxxxxxx+++++xxxxxx++++xxxxxxxxxx+++xx+x+++xx+x+xxxxxxxx+++x+xxxxxxxx
FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 8.1
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
----------------------------
MAINLINE Tc(MIN) = 21.82
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.807
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 20.20 .80 .50 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .50
SUBAREA AREA(ACRES) = 20.20 SUBAREA RUNOFF(CFS) = 43.80
EFFECTIVE AREA(ACRES) = 145.70 AREA -AVERAGED Fm(INCH/HR) _ .33
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .42
TOTAL AREA(ACRES) = 145.70 PEAK FLOW RATE(CFS) = 324.40
FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 3.1
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>>>>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
--------------------------------
--------------------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1339.00 DOWNSTREAM(FEET) = 1330.00
FLOW LENGTH(FEET) = 700.00 MANNING'S N = .013
DEPTH OF FLOW IN 66.0 INCH PIPE IS 48.9 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.20
ESTIMATED PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 324.40
PIPE TRAVEL TIME(MIN.) _ .68 Tc(MIN.) = 22.49
********************************************#*#***##*********************#**
FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 8.1
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
-------------------------
-------------------------
MAINLINE Tc(MIN) = 22.49
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.756
SUBAREA LOSS RATE DATA(AMC III):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
APARTMENTS A 1.10 .80 .20 52
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _ .80
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = .20
SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 2.57
EFFECTIVE AREA(ACRES) = 146.80 AREA -AVERAGED Fm(INCH/HR) _ .33
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .42
TOTAL AREA(ACRES) = 146.80 PEAK FLOW RATE(CFS) = 324.40
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
----------------------------------------------------------------------------
----------------------------------------------------------------------------
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 146.80 TC(MIN.) = 22.49
EFFECTIVE AREA(ACRES) = 146.80 AREA -AVERAGED FM(INCH/HR)= .33
AREA -AVERAGED Fp(INCH/HR) _ .80 AREA -AVERAGED Ap = .42
PEAK FLOW RATE(CFS) = 324.40
END OF RATIONAL METHOD ANALYSIS
FILE: SANSEVAINE.WSW
W S P
G 141 EDIT
LISTING - Version 12.95
Date: 2-
1-2001
Time: 7:10:41
WATER SUPFA"F. 'PROFILE
- CHANNEL DEFINITION
LISTING;
PAGE L
CARD _.CT _r,.,
110 OF AVE
Pi:;:< ..::f,;FI
ZR
Y(2)
Y!',
(6) Y(7)
'i(d)
Y(9) Y(10)
CODE
NO TYPE
PIER/PIP WIDTH DIAMETER 'WIDTH
DROP
CD
1 4
1
5.000
CD
2 4
1
3.000
CD
3 4
1
3.500
CD
4 4
1
4.500
CD
5 4
1
3.000
CD
6 4
1
4.000
CD
7 4
1
2.500
W S P G
W
PAGE NO
1
WATER SURFACE PROFILE
- TITLE CARD
LISTING
HEADING
LINE NO
1 IS -
SAN SEVAINE S.D. HYDRAULICS - FROM BASELINE
RD. TO SO.
HIGHLAND AVE.
HEADING
LINE NO
2 IS -
FN = SANSEVAINE
HEADING
LINE NO
3 IS -
W S P G
W
PAGE NO
2
WATER SURFACE PROFILE
ELEMENT CARD LISTING
ELEMENT
NO 1
IS A SYSTEM OUTLET
U/S DATA
STATION INVERT
SECT
W S ELEV
1017.440 1319.200
1
1326.600
ELEMENT
NO 2
IS A REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1102.330 1327.500
1
.013
97.277
50.000
.000
0
ELEMENT
NO 3
IS A REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1406.410 1332.980
1
.013
1161.500
15.000
.000
0
ELEMENT
NO 4
IS A REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1753.500 1339.000
1
.013
1325.786
15.000
.000
1
ELEMENT
*
NO 5
IS A JUNCTION
U/S DATA
STATION INVERT
SECT LAT-1 LAT-2
N
Q3
Q4 INVERT-3
INVERT-4
PHI 3
PHI 4
1763.700 1339.680
1 3
0 .014
38.900
.000 1340.000
.000 30.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO 6
IS A REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2399.000 1350.200
1
.013
.000
.000
.000
0
ELEMENT
NO 7
IS A JUNCTION
*
U/S DATA
STATION INVERT
SECT LAT-1 LAT-2 N
Q3
Q4 INVERT-3
INVERT-4
PHI 3
PHI 4
2412.700 1350.940
4 3
0 .014
56.900
.000 1350.950
.000 30.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO 8
IS A REACH
U/S DATA
STATION INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
2923.200 1360.600
4
.013
.000
.000
.000
0
ELEMENT
*
NO 9
IS A JUNCTION
U/S DATA
STATION INVERT
SECT LAT-1 LAT-2 N
Q3
Q4 INVERT-3
INVERT-4
PHI 3
PHI 4
2933.400 1360.770
4 5
0 .014
25.100
.000 1361.410
.000 45.000
.000
RADIUS
ANGLE
.000
.000
W S P G W
PAGE NO
3
GiA;
SURFACE
PROFILE
ELEMENT CAPD LI
ELEMENT
;i.,
1 J
IS A R7ACH
U/S DATA
STATION
INVERT
SECT
.j
RADIUS
ANGLE
ANG
PT
MAN H
3714.100
1373.700
4
013
.000
.000
.000
0
ELEMENT
NO
11
IS A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q1
INVERT -3
INVERT -4
PHI
3
PHI 4
3726.500
1374.400
6 2 0
.013
54.800
.000
1369.450
.000 45
000
000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
12
IS A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
AIJG
PI
Nl.11 H
4092.330
1381.090
6
013
.000
.000
.000
0
ELEMENT
NO
13
IS A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG
PT
MAN H
4449.300
1387.800
6
.013
.000
.000
.000
0
ELEMENT
*
NO
14
IS A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
Q4
INVERT -3
INVERT -4
PHI
3
PHI 4
4460.400
1388.510
3 7 0
.014
34.700
.000
1388.550
.000 45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
15
IS A REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG
PT
MAN H
4949.480
1396.530
3
.013
.000
.000
.000
0
ELEMENT
NO
16
IS A SYSTEM HEADWORKS
U/S DATA
STATION
INVERT
SECT
W
S ELEV
4949.480
1396.530
3
1396.530
FILE: SEVAINE.WSW
W S P
G W - CIVILDESIGN V, on 12.95
PAGE 1
For:
Allard Engineering,
Fontana, Californio
SIN 643
WATER
SURFACE
PROFILE LISTING
Date: 2-
1-2001
Time:
6:56:22
SAN SEVAINE
S.D.
HYDRAULICS
- FROM BASELINE RD. TO SO. HIGHLAND AVE.
FN
= SANSEVAINE
Invert
Depth
Water
Q
Vel
Vel I
Energy
I Super ICriticallFlow
ToplHeight/IBase Wti
INo Wth
Station I
Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.E1.I
Elev I
Depth
I Width
IDia.-FTIor
I.D.I
ZL
IPrs/Pip
L/Elem ICh
Slope I
I I
I
SF Avel
HF
ISE DpthlFroude
NINorm
Dp
I 'IN"
I X -Fall
ZR
(Type Ch
1017.440
1319.200
2.783
1321.983
324.40
28.89
12.96
1334.94
1.32
4.75
4.97
5.000
.000
.00
1 .0
12.189
.0978
.0419
.51
4.11
3.39
2.19
.013
.00
.00
PIPE
1029.629
1320.392
2.851
1323.243
324.40
28.04
12.21
1335.45
1.24
4.75
4.95
5.000
.000
.00
1 .0
16.649
.0978
.0379
.63
4.09
3.23
2.19
.013
.00
.00
PIPE
1046.279
1322.020
2.965
1324.985
324.40
26.74
11.10
1336.09
1.12
4.75
4.91
5.000
.000
.00
1 .0
13.833
.0978
.0336
.46
4.09
3.00
2.19
.013
.00
.00
PIPE
1060.112
1323.372
3.086
1326.458
324.40
25.49
10.09
1336.55
1.01
4.75
4.86
5.000
.000
.00
1 .0
11.590
.0978
.0297
.34
4.09
2.78
2.19
.013
.00
.00
PIPE
1071.702
1324.505
3.215
1327.720
324.40
24.31
9.18
1336.90
.90
4.75
4.79
5.000
.000
.00
1 .0
9.767
.0978
.0264
.26
4.12
2.57
2.19
.013
.00
.00
PIPE
1081.469
1325.460
3.352
1328.812
324.40
23.18
8.34
1337.15
.81
4.75
4.70
5.000
.000
.00
1 .0
8.228
.0978
.0235
.19
4.16
2.37
2.19
.013
.00
.00
PIPE
1089.697
1326.265
3.499
1329.764
324.40
22.10
7.58
1337.35
.71
4.75
4.58
5.000
.000
.00
1 .0
6.904
.0978
.0210
.14
4.21
2.18
2.19
.013
.00
.00
PIPE
1096.601
1326.940
3.658
1330.598
324.40
21.07
6.89
1337.49
.63
4.75
4.43
5.000
.000
.00
1 C
5.729
.0978
.0188
.11
4.29
1.99
2.19
.013
.00
.00
PIPE
1102.330
1327.500
3.832
1331.332
324.40
20.09
6.27
1337.60
.05
4.75
4.23
5.000
.000
.00
1 C
304.080
.0180
.0172
5.23
3.88
1.81
3.81
.013
.00
.00
PIPE
FILE:
EVAINE.WSW
W S P
G W - CIVILDESIGN Ve �n 12.95
PAGE 1
For:
Allard Engineering,
Fontana, California
SIN 643
WATER
SURFACE
PROFILE LISTING
Date: 2-
1-2001
Time:
6:56:22
SAN SEVAINE
S.D.
HYDRAULICS - FROM BASELINE RD. TO SO. HIGHLAND AVE.
FN
= SANSEVAINE
i
Invert I
Depth I
Water Q I Vel Vel I Energy
I Super ICriticallFlow
ToplHeight/IBase WtI
INo Wth
Station I
Elev I
(FT)
Elev I
(CFS) I
(FPS)
Head I
Grd.E1.I
Elev I
Depth
I Width
IDia.-FTIor
I.D.I
ZL
IPrs/Pip
L/Elem ICh
Slope 1
{
I
I
SF Avel
HF
ISE DpthlFroude
NINorm
Dp
I "N"
I X-Fa11I
ZR
(Type Ch
1017.440
1319.200
2.783
1321.983
324.40
28.89
12.96
1334.94
1.32
4.75
4.97
5.000
.000
.00
1 .0
-I-
12.189
-I-
.0978
-I-
-I-
-I-
-I-
-I-
.0419
-I-
.51
-I-
4.11
-1-
3.39
-I-
2.19
-I-
.013
-i-
.00
.00
1-
PIPE
1029.629
1320.392
2.851
1323.243
324.40
28.04
12.21
1335.45
1.24
4.75
4.95
5.000
.000
.00
1 .0
16.649
.0978
.0379
.63
4.09
3.23
2.19
.013
.00
.00
PIPE
1046.279
I I
1322.020
I
2.965
I
1324.985
I
324.40
26.74
11.10
I
1336.09
I I
1.12
4.75
I
4.91
I
5.000
I I
.000
.00
I
1 .0
13.833
.0978
.0336
.46
4.09
3.00
2.19
.013
.00
.00
PIPE
1060.112
I I
1323.372
I
3.086
I
1326.458
I
324.40
25.49
10.09
I
1336.55
I
1.01
I
4.75
I
4.86
I
5.000
I I
.000
.00
I
1 .0
11.590
.0978
.0297
.34
4.09
2.78
I
2.19
.013
.00
.00
PIPE
1071.702
I I
1324.505
-I-
I
3.215
I
1327.720
-I-
I
324.40
24.31
9.18
I
1336.90
I
.90
4.75
l
4.79
I
5.000
I
.000
i
.00
I
1 .0
-I-
9.767
.0978
-I-
-I-
-I-
-i-
.0264
.26
-I- -I-
4.12
-I-
2.57
2.19
-I- -I-
.013
-i-
.00
.00
1-
PIPE
1081.469
I I
1325.460
I
3.352
I
1328.812
I
324.40
23.18
8.34
I
1337.15
I
.81
I
4.75
I
4.70
I
5.000
I
.000
I
.00
I
1 .0
8.226
.0978
I I
I
.0235
.19
4.16
2.37
2.19
.013
.00
.00
PIPE
1089.697
1326.265
I
3.499
1329.764
I
324.40
22.10
7.58
I
1337.35
I
.71
I
4.75
I
4.58
I
5.000
I
.000
I
.00
I
1 .0
6.904
.0978
.0210
.14
4.21
2.18
2.19
.013
.00
.00
I_
PIPE
1096.601
1326.940
3.658
1330.598
324.40
21.07
6.89
1337.49
.63
4.75
4.43
5.000
.000
.00
1 .0
5.729
.0978
I
I I
I
I
.0188
.11
4.29
1.99
2.19
.013
.00
.00
I_
PIPE
1102.330
1327.500
3.832
1331.332
324.40
20.09
6.27
I
1337.60
I
.05
I
4.75
I
4.23
I
5.000
I
.000
I
.00
I
1 .0
304.080
.0180
.0172
5.23
3.88
1.81
3.81
.013
.00
.00
PIPE
FILE:
',EVAINE.WSW
W S P
G W - CIVILDESIGN V( :)n
12.95
PAGE 2
For:
Allard Engineering,
Fontana, California - SIN
643
WATER
SURFACE
PROFILE LISTING
Date: 2-
1-2001
Time:
6:56:22
SAN SEVAINE
S.D.
HYDRAULICS - FROM BASELINE RD. TO
SO. HIGHLAND AVE.
FN
= SANSEVAINE
Invert
Depth I
Water 1
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/IBase
WtI
INo Wth
Station
I Elev
(FT)
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
ICh Slope I
I
I
I
SF Avel
HF ISE
DpthlFroude
NINorm
Dp
I "N"
I X -Fall)
ZR
(Type Ch
1406.410
I I
1332.980
I
3.953
I
1336.933
I
324.40
19.48
I
5.89
I
1342.83
.04
I I
4.75
4.07
I
5.000
I I
.000
.00
I
1 .0
26.783
.0173
I
.0166
.44
3.99
1.70
3.87
.013
.00
.00
PIPE
1433.193
I
1333.444
I
3.964
i
1337.409
I
324.40
19.43
I
5.86
I
1343.27
.04
I I
4.75
4.05
I
5.000
i I
.000
.00
I
1 .0
207.102
.0173
I I
I
I
I
.0158
3.27
4.00
1.69
3.87
.013
.00
.00
i_
PIPE
1640.295
1337.036
4.173
1341.210
324.40
18.53
I
5.33
I
1346.54
.03
I I
4.75
3.72
I
5.000
f I
.000
.00
I
1 .0
82.364
.0173
I I
I
I
i
.0145
1.19
4.20
1.50
3.87
.013
.00
.00
I_
PIPE
1722.658
-I-
1338.465
-I-
4.420
-I-
1342.885
-I-
324.40
-I-
17.66
-I-
4.84
I I
1347.73
.02
I I
4.75
3.20
I
5.000
I I
.000
.00
I
1 .0
30.642
.0173
I I
I
I
i
-I-
.0137
-I-
.42
-I-
4.44
-I-
1.30
-I-
3.87
-I-
.013
-I-
.00
.00
1-
PIPE
1753.500
1339.000
4.748
1343.748
324.40
16.84
4.40
I I
1348.15
.00
I I
4.75
2.19
I
5.000
I I
.000
.00
I
1 .0
JUNCT STR
.0177
I I
I
I
I
.0148
.15
I
4.75
1.00
.014
.00
.00
PIPE
1763.700
1339.180
6.571
1345.751
285.50
14.54
3.28
I
1349.03
.00
I I
4.61
.00
I
5.000
I I
.000
.00
I
1 C
141.634
.0173
I I
I
I
I
.0120
1.70
6.57
.00
3.48
.013
.00
.00
I_
PIPE
1905.334
1341.637
5.816
1347.452
285.50
14.54
3.28
I I
1350.74
.00
I I
4.61
.00
I
5.000
I I
.000
.00
I
1 C
HYDRAULIC
JUMP
1905.334
I I
1341.637
I
3.526
I
1345.163
I
285.50
19.29
5.78
I I
1350.94
.00
I I
4.61
4.56
I
5.000
I I
.000
.00
i
1 C
111.621
.0173
.0167
1.86
3.53
1.89
3.48
.013
.00
.00
PIPE
2016.955
1343.573
3.551
1347.124
285.50
19.14
5.69
1352.81
.00
4.61
4.54
5.000
.000
.00
1 C
208.162
.0173
.0156
3.26
3.55
1.86
3.48
.013
.00
.00
PIPE
FILE: 'SEVAINE.WSW
W S P
G W - CIVILDESIGN V, on 12.95
PAGE 3
For:
Allard Engineering,
Fontana, Californi.
SIN 643
WATER
SURFACE
PROFILE LISTING
Date: 2-
1-2001
Time:
6:56:22
SAN SEVAINE
S.D.
HYDRAULICS
- FROM BASELINE
RD. TO SO. HIGHLAND AVE.
FN
= SANSEVAINE
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Invert ;
Depth
Water
Q ;
Vel Vel I
Energy
I Super CriticallFlow
ToplHeight/IBase Wtl
++++++++
INo Wth
Station I
Elev ;
(FT) ;
Elev
(CFS) I
(FPS)
Head I
Grd.El.;
Elev
I Depth
I Width
IDia.-FTIor
I.D.I
ZL
IPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Ave;
HF
ISE DpthIFroude
NINorm
Dp
I "N" I
X -Fall
ZR
(Type Ch
I
2225.117
I
1347.184
I
3.714
I
1350.898
I
285.50
18.25
I
5.17
1356.07
I
.00
I
4.61
I
4.37
i
5.000
I i
.000
.00
i
1 .0
87.917
.0173
.0140
1.23
3.71
1.70
3.48
.013
.00
.00
PIPE
I
2313.034
I
1348.709
I
3.893
I
1352.602
I
285.50
17.40
I
4.70
1357.30
I
.00
I
4.61
I
4.15
I
5.000
I I
.000
.00
I
1 .0
48.611
.0173
.0127
.62
3.89
1.54
3.48
.013
.00
.00
I_
PIPE
I
2361.645
I
1349.552
I
4.093
I
1353.645
I
285.50
16.59
I
4.28
1357.92
I
.00
I
4.61
I
3.85
I
5.000
I I
.000
.00
I
1 .0
27.341
.0173
.0115
.32
4.09
1.38
3.48
.013
.00
.00
PIPE
I
2388.986
I
1350.026
I
4.323
I
1354.349
I
285.50
15.82
I
3.89
1358.24
I
.00
I
4.61
I
3.42
i
5.000
I I
.000
.00
I
1 .0
10.014
.0173
.0107
.11
4.32
1.21
3.48
.013
.00
.00
I_
PIPE
2399.000
1350.200
I
4.611
I
1354.811
I
285.50
15.08
3.53
1358.34
I
.00
I
4.61
I
2.68
I
5.000
I I
.000
.00
1 .0
JUNCT STR
.0540
.0139
.19
4.61
1.00
.014
.00
.00
I_
PIPE
2412.700
i
1350.940
i I
5.361
I
1356.301
I
228.60
14.37
3.21
I
1359.51
I
.00
I
4.19
I
.00
i
4.500
I I
.000
.00
I
1 .0
.045
.0189
.0135
.00
5.36
.00
3.17
.013
.00
.00
I_
PIPE
2412.745
I
1350.941
I I
5.361
1356.302
I I
228.60
14.37
3.21
I
1359.51
I
.00
I
4.19
I
.00
I
4.500
I I
.000
.00
I
1 .0
HYDRAULIC
JUMP
I_
2412.745
I
1350.941
I I
3.194
1354.135
I I
228.60
18.94
5.57
I
1359.70
I
.00
I
4.19
I
4.08
I
4.500
i I
.000
.00
I
1 .0
122.541
.0189
.0184
2.26
3.19
1.94
3.17
.013
.00
.00
PIPE
2535.285
I
1353.260
I I
3.215
1356.475
I I
228.60
18.80
5.49
I
1361.96
I
.00
I
4.19
I
4.07
I
4.500
I
.000
I
.00
I
1 .0
218.138
.0189
.0173
3.78
3.22
1.92
3.17
.013
.00
.00
I_
PIPE
FILE: SEVAINE.WSW
W S P
G W- CIVILDESIGN V on
12.95
PAGE 4
For:
Allard Engineering,
Fontana, Californi4
SIN 643
WATER
SURFACE
PROFILE LISTING
Date: 2- 1-2001
Time:
6:56:22
SAN SEVAINE
S.D.
HYDRAULICS - FROM BASELINE RD. TO
SO. HIGHLAND AVE.
FN
= SANSEVAINE
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
xxxxxxxx
Invert i
Depth i
Water i
Q i
Vel
Vel i
Energy I
Super
ICriticaliFlow
TopiHeight/IBase
Wti
INo Wth
Station i
Elev
(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 iCh
+xxxxxxxxlxxxxxxxxxixxxxxxxxixxxxxxxxxlxxxxxxxxxlxxxxxxxixxxxxxxixxxxxxxxxlxxxxxxxixxxxxxxxixxxxxxxxixxxxxxxixxxxxxxixxxxx
Slope i
i
I
SF Avei
HF ISE
DpthiFroude
NINorm
Dp
i "N" i X-Fall1
ZR
iType Ch
ixxxxxxx
I
2753.424
I
1357.387
I
3.364
I
1360.752
I
228.60
17.92
I
4.99
I
1365.74
.00
I I
4.19
3.91
I i
4.500
I
.000
.00
I
1 .0
85.811
.0189
.0155
1.33
3.36
1.75
3.17
.013
.00
.00
PIPE
I
2839.235
I
1359.011
I
3.528
I
1362.539
I
228.60
17.09
I
4.53
I
1367.07
.00
I
4.19
I
3.70
I I
4.500
I
.000
.00
I
1 .0
-I-
47.049
-I-
.0189
-i-
-I-
-I-
-I-
-I-
.0141
-I-
.66
-I-
3.53
-I-
1.56
-l-
3.17
-I-
.013
-I-
.00
.00
1-
PIPE
I
2886.284
I
1359.901
I
3.711
I
1363.613
I
228.60
16.29
4.12
I I
1367.73
.00
I
4.19
I
3.42
I I
4.500
I
.000
.00
I
1 .0
26.709
.0189
.0128
.34
3.71
1.42
3.17
.013
.00
.00
I_
PIPE
I
2912.993
I
1360.407
I
3.923
I
1364.330
I
228.60
15.54
3.75
I I
1368.08
.00
I
4.19
I
3.01
I I
4.500
.000
I
.00
I
1 .0
10.207
.0189
.0120
.12
3.92
1.24
3.17
.013
.00
.00
I_
PIPE
2923.200
I I
1360.600
I
4.194
I
1364.794
I
228.60
14.81
3.41
I I
1368.20
.00
!
4.19
I
2.27
I I
4.500
.000
I
.00
I
1 .0
JUNCT STR
.0167
.0130
.13
4.19
1.00
.014
.00
.00
I_
PIPE
2933.400
i I
1360.770
I
5.581
I
1366.351
I
203.50
12.80
2.54
I I
1368.89
.00
I
4.06
I
.00
I I
4.500
.000
I
.00
I
1 .0
70.437
.0166
.0107
.75
5.58
.00
3.06
.013
.00
.00
PIPE
3003.837
i I
1361.937
I
5.168
I
1367.105
I
203.50
12.80
2.54
I I
1369.65
.00
I
4.06
I
.00
I I
4.500
.000
i
.00
i
1 .0
HYDRAULIC
JUMP
I_
3003.837
I I
1361.937
I
3.056
I
1364.993
I
203.50
17.70
4.86
I I
1369.85
.00
I
4.06
I
4.20
I I
4.500
.000
I
.00
I
1 .0
117.581
.0166
I
.0166
1.95
3.06
1.88
3.06
.013
.00
.00
i_
PIPE
3121.417
I I
1363.884
I
3.056
I
1366.940
203.50
17.70
4.86
I I
1371.80
.00
I
4.06
I
4.20
I I
4.500
.000
I
.00
I
1 .0
343.888
.0166
.0159
5.47
3.06
1.88
3.06
.013
.00
.00
i_
PIPE
FILE: 3EVAINE.WSW
W S P
G W- CIVILDESIGN V on
12.95
PAGE 5
For:
Allard Engineering,
Fontana, California
- SIN
643
WATER
SURFACE
PROFILE LISTING
Date: 2-
1-2001
Time:
6:56:22
SAN SEVAINE S.D.
HYDRAULICS - FROM BASELINE
RD. TO
SO. HIGHLAND AVE.
FN
= SANSEVAINE
Invert
Depth
Water Q Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight/Base Wtl
INo Wth
Station I
Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.I
Elev
I Depth I
Width
Dia.-FTlor
I.D.I
ZL
(Prs/Pip
L/Elem ICh
Slope I
I
I I
SF Avel
HF ISE
DpthIFroude
NINorm
Dp
I "N" I
X -Fall
ZR
IType Ch
3465.305
1369.579
3.151
1372.730
203.50
17.11
4.54
1377.27
.00
4.06
4.12
4.500
.000
.00
1 .0
128.155
.0166
.0145
1.85
3.15
1.77
3.06
.013
.00
.00
PIPE
3593.460
1371.702
3.294
1374.996
203.50
16.31
4.13
1379.13
.00
4.06
3.99
4.500
.000
.00
1 .0
60.723
.0166
.0129
.79
3.29
1.62
3.06
.013
.00
.00
PIPE
3654.183
1372.708
3.450
1376.158
203.50
15.55
3.76
1379.91
.00
4.06
3.81
4.500
.000
.00
1 .0
34.341
.0166
.0117
.40
3.45
1.48
3.06
.013
.00
.00
PIPE
3688.525
1373.276
3.623
1376.899
203.50
14.83
3.41
1380.31
.00
4.06
3.56
4.500
.000
.00
1 .0
18.968
.0166
.0106
.20
3.62
1.33
3.06
.013
.00
.00
PIPE
3707.493
1373.591
3.820
1377.411
203.50
14.14
3.10
1380.51
.00
4.06
3.22
4.500
.000
.00
1 .0
6.607
.0166
.0098
.06
3.82
1.18
3.06
.013
.00
.00
PIPE
3714.100
1373.700
4.058
1377.758
203.50
13.48
2.82
1380.58
.00
4.06
2.68
4.500
.000
.00
1 .0
JUNCT STR
.0565
.0101
.12
4.06
1.00
.013
.00
.00
PIPE
3726.500
1374.400
5.016
1379.416
148.70
11.83
2.17
1381.59
.00
3.59
.00
4.000
.000
.00
1 .0
40.760
.0183
.0107
.44
5.02
.00
2.62
.013
.00
.00
PIPE
3767.260
1375.145
4.707
1379.853
148.70
11.83
2.17
1382.03
.00
3.59
.00
4.000
.000
.00
1 .0
HYDRAULIC
JUMP
3767.260
1375.145
2.622
1377.767
148.70
17.03
4.50
1382.27
.00
3.59
3.80
4.000
.000
.00
1 .0
23.642
.0183
.0183
.43
2.62
1.98
2.62
.013
.00
.00
PIPE
FILE:
'EVAINE.WSW
W S P
G W - CIVILDESIGN Vi in
12.95
PAGE 6
For:
Allard Engineering,
Fontana, California
SIN 643
WATER
SURFACE
PROFILE LISTING
Date: 2-
1-2001
Time:
6:56:22
SAN SEVAINE
S.D.
HYDRAULICS
- FROM BASELINE
RD. TO
SO. HIGHLAND AVE.
FN
= SANSEVAINE
*******#***x*****x#x*******#xx******x**x*xxk#******#k****x*x******#xx*k******#******x*kk*****#******##*******x#*****x#****
xx+***#x
Invert I
Depth I
Water
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/IBase
Wtl
INo Wth
Station I
Elev i
(FT) I
Elev
(CFS) I
(FPS)
Head I
Grd.E1.I
Elev
I Depth
I Width
IDia.-FTIor
I.D.I
ZL
IPrs/Pip
L/Elem ICh
Slope I
I
I
I
SF Avel
HF ISE DpthlFroude
NINorm
Dp
I "N"
I X -Fall)
ZR
(Type Ch
I
3790.902
I
1375.578
I
2.622
I
1378.200
I
148.70
17.03
I
4.50
I
1382.70
.00
I
3.59
I
3.80
I
4.000
I I
.000
.00
I
1 .0
301.428
.0183
.0182
5.50
2.62
1.98
2.62
.013
.00
.00
I_
PIPE
4092.330
I I
1381.090
I
2.628
I
1383.718
I
148.70
16.99
I
4.48
i
1388.20
.00
I
3.59
i
3.80
I
4.000
I I
.000
.00
I
1 .0
118.644
.0188
.0178
2.11
2.63
1.97
2.60
.013
.00
.00
PIPE
4210.974
I I
1383.320
I
2.672
I
1385.992
i
148.70
16.67
I
4.31
I
1390.31
.00
I
3.59
I
3.77
I
4.000
I I
.000
.00
I
1 .0
114.299
.0188
.0164
1.87
2.67
1.91
2.60
.013
.00
.00
PIPE
4325.273
I I
1385.469
I
2.789
I
1368.258
I
148.70
15.89
I
3.92
I
1392.18
.00
I
3.59
I
3.68
I
4.000
I I
.000
.00
I
1 .0
55.184
.0188
.0146
.81
2.79
1.76
2.60
.013
.00
.00
I_
PIPE
4380.457
I I
1386.506
I
2.915
I
1389.421
I
148.70
15.15
I
3.57
I
1392.99
.00
I
3.59
I
3.56
I
4.000
I I
.000
.00
I
1 C
32.613
.0188
.0131
.43
2.92
1.61
2.60
.013
.00
.00
I_
PIPE
4413.070
I I
1387.119
I
3.053
I
1390.172
I
148.70
14.45
I
3.24
I
1393.41
.00
I
3.59
I
3.40
I
4.000
I I
.000
.00
I
1 C
20.334
.0188
.0118
.24
3.05
1.46
2.60
.013
.00
.00
I_
PIPE
4433.404
I I
1387.501
I
3.205
I
1390.706
I
148.70
13.78
2.95
I I
1393.65
.00
I
3.59
I
3.19
I
4.000
I I
.000
.00
I
1 C
11.699
.0188
.0107
.13
3.21
1.32
2.60
.013
.00
.00
I_
PIPE
4445.103
I I
1387.721
I
3.378
I
1391.099
I
148.70
13.13
2.68
I I
1393.78
.00
I
3.59
I
2.90
I
4.000
I
.000
I
.00
I
1 C
4.197
.0188
.0098
.04
3.38
1.17
2.60
.013
.00
.00
I_
PIPE
4449.300
I I
1387.800
I
3.585
I
1391.385
I
148.70
12.52
2.43
I I
1393.82
.00
I
3.59
I
2.44
I
4.000
I
.000
I
.00
I
1 C
JUNCT STR
.0640
.0129
.14
3.59
1.00
.014
.00
.00
I_
PIPE
FILE: 'SEVAINE.WSW
W S P
G W- CIVILDESIGN V on
12.95
PAGE 7
For:
Allard Engineering,
Fontana, Californi,
SIN
643
WATER
SURFACE
PROFILE LISTING
Date: 2-
1-2001
Time:
6:56:22
SAN SEVAINE
S.D.
HYDRAULICS - FROM BASELINE RD. TO
SO. HIGHLAND AVE.
FN
= SANSEVAINE
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
xxxxxxxx
Invert
Depth
Water
Q
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/
Base WtI
INo Wth
Station (
Elev
(FT)
Elev
(CFS) I
(FPS)
Head I
Grd.El.)
Elev
I Depth
I Width
IDia.-FTIor
I.D.1
ZL
jPrs/Pip
-I-
L/Elem ICh
xxxxxxxxxlxxxxxxxxxlxxxxxxxxlxxxxxxxxxxxxxxxxxxlxxxxxxxxxxxxxxlxxxxxxxxxxxxxxxxlxxxxxxxxlxxxxxxxxlxxxxxxxxxxxxxx�xxxxx
-I-
Slope I
-I-
I
-I-
I
-i- -I-
I
-I-
SF Avel
-I-
HF ISE
-I-
DpthIFroude
-I-
NINorm
-I-
Dp
-I-
1 "N"
-9-
I X -Falb
-I
ZR
IType Ch
xxxxxxx
4460.400
1388.510
3.994
1392.504
114.00
11.85
2.18
1394.68
.00
3.20
.00
3.500
.000
.00
1 .0
43.301
.0164
.0128
.56
3.99
.00
2.56
.013
.00
.00
PIPE
4503.701
1389.220
3.837
1393.057
114.00
11.85
2.18
1395.24
.00
3.20
.00
3.500
.000
.00
1 .0
HYDRAULIC
JUMP
4503.701
1389.220
2.563
1391.783
114.00
15.10
3.54
1395.32
.00
3.20
3.10
3.500
.000
.00
1 .0
202.416
.0164
.0162
3.27
2.56
1.71
2.56
.013
.00
.00
PIPE
4706.117
1392.539
2.587
1395.126
114.00
14.95
3.47
1398.60
.00
3.20
3.07
3.500
.000
.00
1 .0
154.459
.0164
.0152
2.34
2.59
1.67
2.56
.013
.00
.00
PIPE
4860.576
1395.072
2.711
1397.783
114.00
14.25
3.15
1400.94
.00
3.20
2.92
3.500
.000
.00
1 C
54.534
.0164
.0137
.75
2.71
1.52
2.56
.013
.00
.00
PIPE
4915.110
1395.966
2.849
1398.816
114.00
13.59
2.87
1401.68
.00
3.20
2.72
3.500
.000
.00
1 C
25.715
.0164
.0124
.32
2.85
1.36
2.56
.013
.00
.00
PIPE
4940.825
1396.388
3.008
1399.396
114.00
12.96
2.61
1402.00
.00
3.20
2.43
3.500
.000
.00
1 C
8.655
.0164
.0115
.10
3.01
1.20
2.56
.013
.00
.00
PIPE
4949.480
1396.530
3.204
1399.734
114.00
12.35
2.37
1402.10
.00
3.20
1.95
3.500
.000
.00
1 C
J
_ iµ I�/� { �� `� - .(r, 'lr;;%.. - .rC ,>r''� •n y \
orRC
iy� __4
-7
�i
-4
0
A"
`7-
cf
......... 7.,
t .
7"
KS
tv
A JAC"I I
�t�! 7,-
I _wx
irk, w
A T -
Vr
7
N-1
7
t- yy
7� <
.5
4-f. • A
A
1W
J,
L
L
a
A
elf
A -
v Z A
4.,
ZIP�:���;_
.0
T Tf
K 5,
Ly
._4
r A. -
L17
•Zn
J I 'T.- 2 Im
A
7
tar-
- k _� I
Luj
Az .3—'
A-
�v
SAN BERNARDINO COUNTY
HYDROLOGY MANUAL
A
2L�
-
-L/ g
SAN SERNARDIINIO
_ iµ I�/� { �� `� - .(r, 'lr;;%.. - .rC ,>r''� •n y \
orRC
iy� __4
-7
�i
-4
0
A"
`7-
cf
......... 7.,
t .
7"
KS
tv
A JAC"I I
�t�! 7,-
I _wx
irk, w
A T -
Vr
7
N-1
7
t- yy
7� <
.5
4-f. • A
A
1W
J,
L
L
a
A
elf
A -
v Z A
4.,
ZIP�:���;_
.0
T Tf
K 5,
Ly
._4
r A. -
L17
•Zn
J I 'T.- 2 Im
A
7
tar-
- k _� I
Luj
Az .3—'
A-
�v
SAN BERNARDINO COUNTY
HYDROLOGY MANUAL
A
INOEX NAP
2L�
-
SAN SERNARDIINIO
COUNTY
SOIL GROUP BOUNDARY
-T C-0
C-4
INOEX NAP
C-26
FOR
SOUTHWEST -A AREA
FIGURE C-13
2L�
-
16
SOIL GROUP BOUNDARY
A SOIL GROUP OESIGNATION
----4—•_SCALE I- 4aPOO
SOUNOARY OF 1110CATED SOURCE
SCALE REDUCED
BY 1/2
HYDROLOGIC SOILS
GROUPMAP
C-26
FOR
SOUTHWEST -A AREA
FIGURE C-13
a-]
B-12 t IUUKt is -4
Ps —A; K
SIERRA IAKEit.Sl.'
Sierra Lakes Parkwqy- �v, &,,,Catawbaenue
f
CITY OF. FONTAN.
.,A
DRAINAGE, STUDY
September 17, 2001
PREPARED BY:
Madole & Associates, Inc.
10601 Church Street, Suite 107
Rancho Cucamonga,
(900)948- 1311
Fax 948-84-64'
r
-Xa—ron T. eers
R.C.E. 62Y83 Exp. 9/30/05
No. 62183
-xp.l
CONTENTS
SECTION TITLE
A DISCUSSION
Vicinity Map
Index Map
Q QI00 HYDROLOGY
W CA TCH BASIN SIZING
See Summary in DISCUSSION
H STORM DRAIN HYDRAULICS
Pipe Sizing Spreadsheet (for Parksite — PVC/HDPE)
Line A & Lateral A -I
Line C
Lateral CT -6F
Line D
R REFERENCES & MAPS
�f Soils Map (from San Bernardino County Hydrology Manual)
Isohyetal Map (from San Bernardino County Hydrology Manual)
r Drainage System Outlet Reference Drawings
Hydrology Map
DISCUSSION
The purpose of this study is to size the storm drain system serving the proposed Sierra Lakes
Soccer Park, future residential development, and future park sites, all located in the
southwest region of the Sierra Lakes Specific Plan.
The subject area is bounded by Catawba Avenue on the west, Curtis Avenue to the north,
Citrus Avenue along the easterly boundary, Sierra Lakes Parkway and Route 210 to south,
in the City of Fontana, County of San Bernardino, California.
The subject area encompasses approximately 58 acres. Surface runoff generally flows in a
southerly direction, with no significant tributary off-site area (Curtis Avenue cuts off areas
to the north, which are tributary to a point of connection at Knox Avenue, and there is a
system in Citrus Avenue taking those flows into the Sierra Lakes Infiltration System). The
drainage system is designed to convey the 100 -year event by means of street and pipe flow
(flow depth not to exceed the street right-of-way).
A system of drainage inlet grates and plastic drainpipe (PVC and HDPE) collect runoff from
the soccer fields and other park facilities. These drainpipes were sized using Manning's
equation (see chart in the "Hydraulics" Section). There are four (small) catch basins located
in the parking areas to collect the nominal runoff. The park system (Line B) connects to a
proposed RCP mainline storm drain (Line A).
Line A is to discharge into an existing CALTRANS RCP located in the cul-de-sac at the
southern end of Catawba Avenue. The two existing (CALTRANS) catch basins handle
street flow, including the south side of Sierra Lakes Parkway (from Citrus Avenue), and
Catawba Avenue south of Sierra Lakes Parkway.
A lateral with a CMP riser (Line D) is proposed to handle runoff from the undeveloped area
just west of the park (future single-family residential). The lateral (and Line A) is sized for
the ultimate developed condition.
Additionally, a lateral (Line C) is to be located on Catawba Avenue to serve the future park
areas south of Sierra Lakes Parkway. An existing lateral and riser (CALTRANS) picks up
existing runoff, and would continue to pickup remaining undeveloped areas after the park
areas are developed.
NTS
MnnoL8 & ASSOCUTM, n1c.
�o
ooNsuLnNc CIVIL ENGINEERS
AND PLANr1ERs
LAND
ra
10801 CHURCH STREET, SURE 107
RANCHO CUCAUONOA, CA 91730
(909) 948-1311
DUNCAN
�
CYN. RD.
w
>
F
Q
w
w
w
of
U
W
w SUMMIT AVENUE
N
PROJECT
D:fLOCATION
m
Q
wr-n
z
<5SJ
1
Q
U
Q
U
U
O
>
SI A
PARKWAY
cn
WItES
HIGHLAND-
AVENUE
N
a
U
W
W
m
BA
ELI NE
AVENUE
NTS
a+. •
VICINITY MAP
J:\826-1180\storm\HYD-MAP.dwg, 09/17/2001 08:18:26 AM, ats
MnnoL8 & ASSOCUTM, n1c.
tt(
ooNsuLnNc CIVIL ENGINEERS
AND PLANr1ERs
LAND
ra
10801 CHURCH STREET, SURE 107
RANCHO CUCAUONOA, CA 91730
(909) 948-1311
a+. •
VICINITY MAP
J:\826-1180\storm\HYD-MAP.dwg, 09/17/2001 08:18:26 AM, ats
to
N
II
e
LLI
Q
U
N
i
i
— CURTIS AVENUE----——----—-—-
------ ------ -----
VENUE---_— --------------- — — —,— — — — —�
09/16/01
Q 100 HYDROLOGY
Loa
****************************************************************************
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2001 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2001 License ID 1251
Analysis prepared by:
MADOLE & ASSOCIATES, INC. OF THE INLAND EMPIRE
10601 CHURCH STREET SUITE 107
RANCHO CUCAMONGA CA 91730
909.948.1311 F948.8464 madole@madolerc.com
************************** DESCRIPTION OF STUDY **************************
* SIERRA LAKES - PA 27/28
* TRIBUTARY TO CATAWBA / CALTRANS RCP @ 210
* Q100 FINAL HYDROLOGY
**************************************************************************
FILE NAME: C:\aeS2001\hydrosft\ratscx\SL-PARK.DAT
TIME/DATE OF STUDY: 10:14 09/06/2001
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(TC;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5500
*ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
--- ----- --------- ---------------
1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
****************************************************************************
FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 230.00
ELEVATION DATA: UPSTREAM(FEET) = 67.00 DOWNSTREAM(FEET) = 65.90
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM TC(MIN.) = 12.380
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.996
09/16/01 Q-2
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
PUBLIC PARK A 0.90 0.98 0.85 32 12.38
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA RUNOFF(CFS) = 2.57
TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 2.57
FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
-------------------
ELEVATION DATA UPSTREAM(FEET) = 61.40 DOWNSTREAM(FEET) = 53.10
FLOW LENGTH(FEET) = 380.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.0 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 6.54
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 2.57
PIPE TRAVEL TIME(MIN.) = 0.97 TC(MIN.) = 13.35
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 12.00 = 610.00 FEET.
FLOW PROCESS FROM NODE 12.00 TO NODE 12.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 13.35
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.819
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 2.20 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 2.20 SUBAREA RUNOFF(CFS) = 5.92
EFFECTIVE AREA(ACRES) = 3.10 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 3.10 PEAK FLOW RATE(CFS) = 8.34
FLOW PROCESS FROM NODE 12.00 TO NODE 12.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 13.35
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.819
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 1.30 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 3.50
EFFECTIVE AREA(ACRES) = 4.40 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 4.40 PEAK FLOW RATE(CFS) = 11.84
FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
09/16/01 Q-3
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 53.10 DOWNSTREAM(FEET) 51.30
FLOW LENGTH(FEET) = 104.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 8.60
ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 11.84
PIPE TRAVEL TIME(MIN.) = 0.20 Tc(MIN.) = 13.55
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 13.00 = 714.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE TC(MIN) = 13.55
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.785
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 0.10 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 0.10 SUBAREA RUNOFF(CFS) = 0.27
EFFECTIVE AREA(ACRES) = 4.50 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 4.50 PEAK FLOW RATE(CFS) = 11.97
****************************************************************************
FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 81
----------------------------------------------------------------------------
» >>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 13.55
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.785
SUBAREA LOSS RATE DATA(AMC IT):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 0.80 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) = 2.13
EFFECTIVE AREA(ACRES) = 5.30 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 5.30 PEAK FLOW RATE(CFS) = 14.10
FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 13.55
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.785
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 1.20 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 1.20 SUBAREA RUNOFF(CFS) = 3.19
EFFECTIVE AREA(ACRES) = 6.50 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 6.50 PEAK FLOW RATE(CFS) = 17.29
09/16/01 Q-4
****************************************************************************
FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
-------------------------------- -
ELEVATION DATA: UPSTREAM(FEET) = 51.30 DOWNSTREAM(FEET) 45.50
FLOW LENGTH(FEET) = 345.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 9.37
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 17.29
PIPE TRAVEL TIME(MIN.) = 0.61 Tc(MIN.) = 14.16
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 14.00 = 1059.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 14.16
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.686
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 2.60 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 2.60 SUBAREA RUNOFF(CFS) = 6.69
EFFECTIVE AREA(ACRES) = 9.10 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 9.10 PEAK FLOW RATE(CFS) = 23.40
****************************************************************************
FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
------------------------- --- -
ELEVATION DATA: UPSTREAM(FEET) = 45.50 DOWNSTREAM(FEET) 42.10
FLOW LENGTH(FEET) = 114.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 12.50
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 23.40
PIPE TRAVEL TIME(MIN.) = 0.15 Tc(MIN.) = 14.32
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 15.00 - 1173.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 14.32
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.662
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 1.50 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 1.50 SUBAREA RUNOFF(CFS) = 3.83
EFFECTIVE AREA(ACRES) = 10.60 AREA -AVERAGED Fm(INCH/HR) = 0.83
09/16/01 Q-5
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 10.60 PEAK FLOW RATE(CFS) = 27.03
****************************************************************************
FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
-----------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 42.10 DOWNSTREAM(FEET) = 35.20
FLOW LENGTH(FEET) = 342.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.2 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 11.22
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 27.03
PIPE TRAVEL TIME(MIN.) = 0.51 Tc(MIN.) = 14.82
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 16.00 = 1515.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 14.82
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.586
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 2.10 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 2.10 SUBAREA RUNOFF(CFS) = 5.21
EFFECTIVE AREA(ACRES) = 12.70 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 12.70 PEAK FLOW RATE(CFS) = 31.52
****************************************************************************
FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 14.82
RAINFALL INTENSITY(INCH/HR) = 3.59
AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.97
AREA -AVERAGED Ap = 0.85
EFFECTIVE STREAM AREA(ACRES) = 12.70
TOTAL STREAM AREA(ACRES) = 12.70
PEAK FLOW RATE(CFS) AT CONFLUENCE = 31.52
****************************************************************************
FLOW PROCESS FROM NODE 16.10 TO NODE 16.20 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 420.00
ELEVATION DATA: UPSTREAM(FEET) = 62.50 DOWNSTREAM(FEET) = 49.50
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.842
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.327
09/16/01 Q-6
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
PUBLIC PARK A 1.30 0.98 0.85 32 10.84
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA RUNOFF(CFS) = 4.09
TOTAL AREA(ACRES) = 1.30 PEAK FLOW RATE(CFS) = 4.09
FLOW PROCESS FROM NODE 16.20 TO NODE 16.30 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
-----------------------------------
ELEVATION DATA: UPSTREAM(FEET) 47.00 DOWNSTREAM(FEET) = 36.50
FLOW LENGTH(FEET) = 325.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 8.47
ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 4.09
PIPE TRAVEL TIME(MIN.) = 0.64 Tc(MIN.) = 11.48
LONGEST FLOWPATH FROM NODE 16.10 TO NODE 16.30 = 745.00 FEET.
FLOW PROCESS FROM NODE 16.30 TO NODE 16.30 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 11.48
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.180
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 0.50 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.51
EFFECTIVE AREA(ACRES) = 1.80 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 1.80 PEAK FLOW RATE(CFS) = 5.43
FLOW PROCESS FROM NODE 16.30 TO NODE 16.30 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 11.48
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.180
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 1.20 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 1.20 SUBAREA RUNOFF(CFS) = 3.62
EFFECTIVE AREA(ACRES) = 3.00 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 3.00 PEAK FLOW RATE(CFS) = 9.05
FLOW PROCESS FROM NODE 16.30 TO NODE 16.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
09/16/01 Q-7
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 36.50 DOWNSTREAM(FEET) 35.20
FLOW LENGTH(FEET) = 263.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.6 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 5.05
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 9.05
PIPE TRAVEL TIME(MIN.) = 0.87 Tc(MIN.) = 12.35
LONGEST FLOWPATH FROM NODE 16.10 TO NODE 16.00 = 1008.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 1
>> >>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
>> >>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 12.35
RAINFALL INTENSITY(INCH/HR) = 4.00
AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.85
EFFECTIVE STREAM AREA(ACRES) = 3.00
TOTAL STREAM AREA(ACRES) = 3.00
PEAK FLOW RATE(CFS) AT CONFLUENCE = 9.05
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 31.52 14.82 3.586 0.97( 0.83) 0.85 12.7 10.00
2 9.05 12.35 4.002 0.98( 0.83) 0.85 3.0 16.10
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 39.26 12.35 4.002 0.97( 0.83) 0.85 13.6 16.10
2 39.38 14.82 3.586 0.97( 0.83) 0.85 15.7 10.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 39.38 TC(MIN.) = 14.82
EFFECTIVE AREA(ACRES) = 15.70 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 15.70
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 16.00 = 1515.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 31
>> >>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 35.20 DOWNSTREAM(FEET) = 30.10
FLOW LENGTH(FEET) = 153.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 19.2 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 14.60
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 39.38
PIPE TRAVEL TIME(MIN.) = 0.17 Tc(MIN.) = 15.00
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 17.00 = 1668.00 FEET.
09/16/01 Q_g
****************************************************************************
FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 15.00
* 100 YEAR RAINFALL INTENSITY(INCH/HR) =
3.561
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL
AREA
Fp Ap
SCS
LAND USE GROUP
(ACRES)
(INCH/HR) (DECIMAL)
CN
PUBLIC PARK A
1.20
0.98 0.85
32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION,
Ap = 0.85
SUBAREA AREA(ACRES) = 1.20
SUBAREA RUNOFF(CFS) = 2.95
EFFECTIVE AREA(ACRES) = 16.90
AREA -AVERAGED
Fm(INCH/HR) =
0.83
AREA -AVERAGED Fp(INCH/HR) = 0.97
AREA -AVERAGED
Ap = 0.85
TOTAL AREA(ACRES) = 16.90
PEAK
FLOW RATE(CFS) =
41.56
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 41.76 12.52 3.968 0.97( 0.83) 0.85 14.8 16.10
2 41.56 15.00 3.561 0.97( 0.83) 0.85 16.9 10.00
NEW PEAK FLOW DATA ARE:
PEAK FLOW RATE(CFS) = 41.76 TC(MIN.) = 12.52
AREA -AVERAGED Fm(INCH/HR) = 0.83 AREA -AVERAGED Fp(INCH/HR) = 0.97
AREA -AVERAGED Ap = 0.85 EFFECTIVE AREA(ACRES) = 14.78
****************************************************************************
FLOW PROCESS FROM NODE 17.00 TO NODE 18.00 IS CODE = 31
>> >>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 30.10 DOWNSTREAM(FEET) 28.00
FLOW LENGTH(FEET) = 50.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 18.2 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 16.33
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES 1
PIPE-FLOW(CFS) = 41.76
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 12.57
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 18.00 = 1718.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 18.00 TO NODE 18.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 12.57
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.958
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 1.30 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 3.66
EFFECTIVE AREA(ACRES) = 16.08 AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 18.20 PEAK FLOW RATE(CFS) = 45.29
****************************************************************************
FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 31
09/ 16/01 Q-9
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA«< <
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<<< <
ELEVATION DATA: UPSTREAM(FEET) = 28.00 DOWNSTREAM(FEET) 26.00
FLOW LENGTH(FEET) = 350.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 27.3 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 7.89
ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 45.29
PIPE TRAVEL TIME(MIN.) = 0.74 Tc(MIN.) = 13.31
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 19.00 = 2068.00 FEET.
**************************************************************k*************
FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 10
---------------------------------------------------------------------------
>>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<<
****************************************************************************
FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 13
----------------------------------------------------------------------------
>>>>>CLEAR THE MAIN -STREAM MEMORY<< <<<
****************************************************************************
FLOW PROCESS FROM NODE 100.00 TO NODE 110.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 790.00
ELEVATION DATA: UPSTREAM(FEET) = 66.00 DOWNSTREAM(FEET) = 54.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 12.963
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.887
SUBAREA Tc AND LOSS RATE
DATA(AMC II):
DEVELOPMENT TYPE/
SCS SOIL AREA Fp
Ap SCS Tc
LAND USE
GROUP (ACRES) (INCH/HR)
(DECIMAL) CN (MIN.)
RESIDENTIAL
"5-7 DWELLINGS/ACRE"
A 2.90 0.98
0.50 32 12.96
SUBAREA AVERAGE PERVIOUS
LOSS RATE, Fp(INCH/HR) =
0.98
SUBAREA AVERAGE PERVIOUS
AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) =
8.87
TOTAL AREA(ACRES) =
2.90 PEAK FLOW RATE(CFS)
= 8.87
****************************************************************k***********
FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE TC(MIN) = 12.96
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.887
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 2.00 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 2.00 SUBAREA RUNOFF(CFS) = 6.12
EFFECTIVE AREA(ACRES) = 4.90 AREA -AVERAGED FM(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
09/16/01 Q-10
TOTAL AREA(ACRES) = 4.90 PEAK FLOW RATE(CFS) = 14.99
****************************************************************************
FLOW PROCESS FROM NODE 110.00 TO NODE 120.00 IS CODE = 62
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>(STREET TABLE SECTION # 1 USED)<< <<<
-----------------------------------------------
UPSTREAM ELEVATION(FEET) = 54.00 DOWNSTREAM ELEVATION(FEET) = 45.00
STREET LENGTH(FEET) = 330.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 30.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.018
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 19.49
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.52
HALFSTREET FLOOD WIDTH(FEET) = 19.88
AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.23
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.71
STREET FLOW TRAVEL TIME(MIN.) = 1.05 Tc(MIN.) = 14.01
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.709
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 3.10 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 3.10 SUBAREA RUNOFF(CFS) = 8.99
EFFECTIVE AREA(ACRES) = 8.00 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 8.00 PEAK FLOW RATE(CFS) = 23.20
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.54 HALFSTREET FLOOD WIDTH(FEET) = 21.29
FLOW VELOCITY(FEET/SEC.) = 5.47 DEPTH*VELOCITY(FT*FT/SEC.) = 2.97
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 120.00 = 1120.00 FEET.
FLOW PROCESS FROM NODE 120.00 TO NODE 120.00 IS CODE = 1
--------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.)
= 14.01
RAINFALL INTENSITY(INCH/HR)
= 3.71
AREA -AVERAGED Fm(INCH/HR) =
0.49
AREA -AVERAGED Fp(INCH/HR) =
0.98
AREA -AVERAGED Ap = 0.50
EFFECTIVE STREAM AREA(ACRES)
= 8.00
TOTAL STREAM AREA(ACRES) =
8.00
PEAK FLOW RATE(CFS) AT CONFLUENCE = 23.20
FLOW PROCESS FROM NODE 121.00 TO NODE 120.00 IS CODE = 21
09/16/01 Q-11
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 970.00
ELEVATION DATA: UPSTREAM(FEET) = 65.00 DOWNSTREAM(FEET) = 45.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 13.238
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.838
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp
LAND USE GROUP (ACRES) (INCH/HR)
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 3.20 0.98
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) _
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA RUNOFF(CFS) = 9.65
TOTAL AREA(ACRES) = 3.20 PEAK FLOW RATE(CFS)
Ap SCS Tc
(DECIMAL) CN (MIN.)
0.50 32 13.24
0.98
9.65
****************************************************************************
FLOW PROCESS FROM NODE 120.00 TO NODE 120.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
>> >>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 13.24
RAINFALL INTENSITY(INCH/HR) = 3.84
AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.50
EFFECTIVE STREAM AREA(ACRES) = 3.20
TOTAL STREAM AREA(ACRES) = 3.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 9.65
** CONFLUENCE DATA **
STREAM
Q
Tc
Intensity
Fp(FM)
Ap Ae HEADWATER
NUMBER
(CFS)
(MIN.)
(INCH/HR)
(INCH/HR)
(ACRES) NODE
1
23.20
14.01
3.709
0.98( 0.49)
0.50 8.0 100.00
2
9.65
13.24
3.838
0.98( 0.49)
0.50 3.2 121.00
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 32.44 13.24 3.838 0.98( 0.49) 0.50 10.8 121.00
2 32.48 14.01 3.709 0.98( 0.49) 0.50 11.2 100.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 32.48 Tc(MIN.) = 14.01
EFFECTIVE AREA(ACRES) = 11.20 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 11.20
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 120.00 = 1120.00 FEET.
FLOW PROCESS FROM NODE 120.00 TO NODE 130.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
09/16/01 Q-12
ELEVATION DATA: UPSTREAM(FEET) = 39.00 DOWNSTREAM(FEET) 32.30
FLOW LENGTH(FEET) = 500.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 27.0 INCH PIPE IS 20.6 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 9.98
ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 32.48
PIPE TRAVEL TIME(MIN.) = 0.83 Tc(MIN.) = 14.85
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 130.00 = 1620.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 130.00 TO NODE 130.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 14.85
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.583
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 1.10 0.98 0.50 32
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 1.10 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 2.20 SUBAREA RUNOFF(CFS) = 6.13
EFFECTIVE AREA(ACRES) = 13.40 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 13.40 PEAK FLOW RATE(CFS) = 37.33
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 37.46 14.07 3.700 0.98( 0.49) 0.50 13.0 121.00
2 37.33 14.85 3.583 0.98( 0.49) 0.50 13.4 100.00
NEW PEAK FLOW DATA ARE:
PEAK FLOW RATE(CFS) = 37.46 Tc(MIN.) = 14.07
AREA -AVERAGED Fm(INCH/HR) = 0.49 AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.50 EFFECTIVE AREA(ACIZES) = 12.96
FLOW PROCESS FROM NODE 130.00 TO NODE 140.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 32.30 DOWNSTREAM(FEET) 31.00
FLOW LENGTH(FEET) = 40.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 24.0 INCH PIPE IS 18.5 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 14.39
ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 37.46
PIPE TRAVEL TIME(MIN.) = 0.05 Tc(MIN.) = 14.12
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 140.00 = 1660.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 140.00 TO NODE 140.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 14.12
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.693
SUBAREA LOSS RATE DATA(AMC II):
09/16/01 Q-13
DEVELOPMENT TYPE/ SCS SOIL
AREA Fp Ap
SCS
LAND USE
GROUP
(ACRES) (INCH/HR) (DECIMAL)
CN
RESIDENTIAL
DEVELOPMENT TYPE/ SCS SOIL
AREA Fp Ap
SCS
"5-7 DWELLINGS/ACRE"
A
1.70 0.98 0.50
32
SUBAREA AVERAGE PERVIOUS
LOSS RATE,
Fp(INCH/HR) = 0.97
2.00 0.98 0.50
SUBAREA AVERAGE PERVIOUS
AREA FRACTION,
Ap = 0.50
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) =
1.70
SUBAREA RUNOFF(CFS) = 4.90
EFFECTIVE AREA(ACRES) =
14.66
AREA -AVERAGED Fm(INCH/HR) =
0.49
AREA -AVERAGED Fp(INCH/HR)
= 0.98
AREA -AVERAGED Ap = 0.50
PEAK FLOW RATE(CFS) =
TOTAL AREA(ACRES) = 15.10
PEAK FLOW RATE(CFS) =
42.28
FLOW PROCESS FROM NODE 140.00 TO NODE 150.00 IS CODE = 31
>> >>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 31.00 DOWNSTREAM(FEET) 29.00
FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 27.0 INCH PIPE IS 21.9 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 12.24
ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 42.28
PIPE TRAVEL TIME(MIN.) = 0.14 Tc(MIN.) = 14.25
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 150.00 = 1760.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 150.00 TO NODE 150.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE TC(MIN) = 14.25
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.671
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL
AREA Fp Ap
SCS
LAND USE GROUP
(ACRES) (INCH/HR) (DECIMAL)
CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A
2.00 0.98 0.50
32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 2.00
SUBAREA RUNOFF(CFS) = 5.73
EFFECTIVE AREA(ACRES) = 16.66
AREA -AVERAGED Fm(INCH/HR) =
0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 17.10
PEAK FLOW RATE(CFS) =
47.73
FLOW PROCESS FROM NODE 150.00 TO NODE 150.00 IS CODE = 81
-----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE TC(MIN) = 14.25
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.671
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
RESIDENTIAL
"5-7 DWELLINGS/ACRE" A 0.80 0.98 0.50 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50
SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) = 2.29
EFFECTIVE AREA(ACRES) = 17.46 AREA -AVERAGED Fm(INCH/HR) = 0.49
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.50
TOTAL AREA(ACRES) = 17.90 PEAK FLOW RATE(CFS) = 50.02
09/16/01 Q-14
****************************************************************************
FLOW PROCESS FROM NODE 150.00 TO NODE 19.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
----------------------------------
ELEVATION DATA: UPSTREAM(FEET) 29.00 DOWNSTREAM(FEET) = 26.00
FLOW LENGTH(FEET) = 20.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.7 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 27.84
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 50.02
PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 14.27
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 19.00 = 1780.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 11
----------------------------------------------------------------------------
>>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN -STREAM MEMORY<< <<<
** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 50.02 14.27 3.670 0.98( 0.49) 0.50 17.5 121.00
2 49.44 15.04 3.555 0.98( 0.49) 0.50 17.9 100.00
LONGEST FLOWPATH FROM NODE 100.00 TO NODE 19.00 = 1780.00 FEET.
** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 45.29 13.31 3.825 0.98( 0.83) 0.85 16.1 16.10
2 44.64 15.79 3.453 0.97( 0.83) 0.85 18.2 10.00
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 19.00 = 2068.00 FEET.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 94.26 13.31 3.825 0.98( 0.66) 0.67 32.4 16.10
2 95.07 14.27 3.670 0.98( 0.66) 0.67 34.4 121.00
3 94.28 15.04 3.555 0.98( 0.66) 0.67 35.5 100.00
4 92.44 15.79 3.453 0.98( 0.66) 0.68 36.1 10.00
TOTAL AREA(ACRES) = 36.10
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 95.07 TC(MIN.) = 14.267
EFFECTIVE AREA(ACRES) = 34.35 AREA -AVERAGED Fm(INCH/HR) = 0.66
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.67
TOTAL AREA(ACRES) = 36.10
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 19.00 = 2068.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 19.00 TO NODE 19.00 IS CODE = 12
----------------------------------------------------------------------------
>>>>>CLEAR MEMORY BANK # 1 <<<<<
****************************************************************************
FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
--------------------------------
ELEVATION DATA: UPSTREAM(FEET) = 26.00 DOWNSTREAM(FEET) = 23.00
09/16/01 Q-15
FLOW LENGTH(FEET) = 340.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 45.0 INCH PIPE IS 32.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 11.27
ESTIMATED PIPE DIAMETER(INCH) = 45.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 95.07
PIPE TRAVEL TIME(MIN.) = 0.50 TC(MIN.) = 14.77
LONGEST FLOWPATH FROM NODE 10.00 TO NODE 20.00 = 2408.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 14.77
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.594
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 2.10 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 2.10 SUBAREA RUNOFF(CFS) = 6.61
EFFECTIVE AREA(ACRES) = 36.45 AREA -AVERAGED Fm(INCH/HR) = 0.62
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.64
TOTAL AREA(ACRES) = 38.20 PEAK FLOW RATE(CFS) = 97.47
****************************************************************************
FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 14.77
RAINFALL INTENSITY(INCH/HR) = 3.59
AREA -AVERAGED Fm(INCH/HR) = 0.62
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.64
EFFECTIVE STREAM AREA(ACRES) = 36.45
TOTAL STREAM AREA(ACRES) = 38.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 97.47
****************************************************************************
FLOW PROCESS FROM NODE 200.00 TO NODE 210.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 690.00
ELEVATION DATA: UPSTREAM(FEET) = 72.80 DOWNSTREAM(FEET) = 65.60
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM TC(MIN.) =
10.345
* 100 YEAR RAINFALL
INTENSITY(INCH/HR) =
4.450
SUBAREA TC AND LOSS
RATE DATA(AMC II):
DEVELOPMENT TYPE/
SCS SOIL AREA
Fp
Ap SCS Tc
LAND USE
GROUP (ACRES)
(INCH/HR)
(DECIMAL) CN (MIN.)
COMMERCIAL
A 0.80
0.98
0.10 32 10.34
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR)
=
0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap
= 0.10
SUBAREA RUNOFF(CFS)
= 3.13
TOTAL AREA(ACRES) =
0.80 PEAK FLOW
RATE(CFS)
= 3.13
****************************************************************************
09/16/01 Q-16
FLOW PROCESS FROM NODE 210.00 TO NODE 220.00 IS CODE = 62
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>(STREET TABLE SECTION # 1 USED)<< <<<
------------------------------------------
UPSTREAM ELEVATION(FEET) = 65.60 DOWNSTREAM ELEVATION(FEET) = 61.00
STREET LENGTH(FEET) = 650.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 30.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.018
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.90
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.40
HALFSTREET FLOOD WIDTH(FEET) = 13.48
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.15
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.87
STREET FLOW TRAVEL TIME(MIN.) = 5.04 Tc(MIN.) = 15.38
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.507
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap
SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL)
CN
COMMERCIAL A 0.50 0.98 0.10
32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = i.53
EFFECTIVE AREA(ACRES) = 1.30 AREA -AVERAGED Fm(INCH/HR) =
0.10
AREA -AVERAGED Fp(INCH/HR) = 0.97 AREA -AVERAGED Ap = 0.10
TOTAL AREA(ACRES) = 1.30 PEAK FLOW RATE(CFS) =
3.99
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 13.63
FLOW VELOCITY(FEET/SEC.) = 2.15 DEPTH*VELOCITY(FT*FT/SEC.) =
0.87
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 220.00 = 1340.00
FEET.
FLOW PROCESS FROM NODE 220.00 TO NODE 20.00 IS CODE = 62
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>(STREET TABLE SECTION # 1 USED)<< <<<
-------------------------- ------
UPSTREAM ELEVATION(FEET) = 61.00 DOWNSTREAM ELEVATION(FEET) = 29.80
STREET LENGTH(FEET) = 1280.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 30.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.018
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.38
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.37
09/16/01 Q-1 7
HALFSTREET FLOOD WIDTH(FEET) = 11.84
FLOW RATE TABLE
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.72
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.39
STREET FLOW TRAVEL TIME(MIN.) = 5.73 Tc(MIN.) = 21.11
Q
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.901
Intensity
SUBAREA LOSS RATE DATA(AMC II):
Ap
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap
SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL)
CN
COMMERCIAL A 1.10 0.98 0.10
32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
(INCH/HR)
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
NODE
SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 2.77
96.73
EFFECTIVE AREA(ACRES) = 2.40 AREA -AVERAGED Fm(INCH/HR) =
0.10
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10
0.64
TOTAL AREA(ACRES) = 2.40 PEAK FLOW RATE(CFS) =
6.05
END OF SUBAREA STREET FLOW HYDRAULICS:
97.47
DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 12.46
3.594
FLOW VELOCITY(FEET/SEC.) = 3.83 DEPTH*VELOCITY(FT*FT/SEC.)
= 1.48
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 20.00 = 2620.00
FEET.
FLOW PROCESS FROM NODE 20.00 TO NODE 20.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
>> >>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 21.11
RAINFALL INTENSITY(INCH/HR) = 2.90
AREA -AVERAGED Fm(INCH/HR) = 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.10
EFFECTIVE STREAM AREA(ACRES) = 2.40
TOTAL STREAM AREA(ACRES) = 2.40
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.05
** CONFLUENCE DATA **
FLOW RATE TABLE
**
STREAM
Q
Tc
Intensity
Fp(Fm)
Ap
Ae
HEADWATER
NUMBER
(CFS)
(MIN.)
(INCH/HR)
(INCH/HR)
(INCH/HR)
(ACRES)
NODE
1
96.73
13.82
3.741
0.98( 0.62)
0.64
34.5
16.10
1
97.47
14.77
3.594
0.98( 0.62)
0.64
36.5
121.00
1
96.68
15.55
3.485
0.98( 0.63)
0.64
37.6
100.00
1
94.88
16.29
3.388
0.98( 0.63)
0.64
38.2
10.00
2
6.05
21.11
2.901
0.98( 0.10)
0.10
2.4
200.00
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK
FLOW RATE TABLE
**
STREAM
Q
Tc
Intensity
Fp(Fm)
Ap
Ae
HEADWATER
NUMBER
(CFS)
(MIN.)
(INCH/HR)
(INCH/HR)
(ACRES)
NODE
1
101.88
13.82
3.741
0.98( 0.60)
0.62
36.0
16.10
2
102.75
14.77
3.594
0.98( 0.60)
0.62
38.1
121.00
3
102.07
15.55
3.485
0.98( 0.60)
0.62
39.3
100.00
4
100.37
16.29
3.388
0.98( 0.60)
0.62
40.1
10.00
5
84.16
21.11
2.901
0.98( 0.60)
0.61
40.6
200.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 102.75 Tc(MIN.) = 14.77
EFFECTIVE AREA(ACRES) = 38.13 AREA -AVERAGED Fm(INCH/HR) = 0.60
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.62
TOTAL AREA(ACRES) = 40.60
09/16/01 Q-18
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 20.00 = 2620.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
------------------
-------------------- -
ELEVATION DATA: UPSTREAM(FEET) = 23.00 DOWNSTREAM(FEET) 3.30
FLOW LENGTH(FEET) = 740.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 28.5 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.10
ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 102.75
PIPE TRAVEL TIME(MIN.) = 0.72 Tc(MIN.) = 15.49
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 21.00 = 3360.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 15.49
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.493
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.60 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) = 1.83
EFFECTIVE AREA(ACRES) = 38.73 AREA -AVERAGED Fm(INCH/HR) = 0.59
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.61
TOTAL AREA(ACRES) = 41.20 PEAK FLOW RATE(CFS) = 102.75
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
****************************************************************************
FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 15.49
RAINFALL INTENSITY(INCH/HR) = 3.49
AREA -AVERAGED FM(INCH/HR) = 0.59
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.61
EFFECTIVE STREAM AREA(ACRES) = 38.73
TOTAL STREAM AREA(ACRES) = 41.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 102.75
****************************************************************************
FLOW PROCESS FROM NODE 600.00 TO NODE 610.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 34.50 DOWNSTREAM(FEET) = 22.00
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE))**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 18.389
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.151
09/16/01 Q-19
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
PUBLIC PARK A 7.20 0.98 0.85 32 18.39
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA RUNOFF(CFS) = 15.05
TOTAL AREA(ACRES) = 7.20 PEAK FLOW RATE(CFS) = 15.05
FLOW PROCESS FROM NODE 610.00 TO NODE 620.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
------------------------------------- -
ELEVATION DATA: UPSTREAM(FEET) 18.00 DOWNSTREAM(FEET) 7.00
FLOW LENGTH(FEET) = 565.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 21.0 INCH PIPE IS 12.9 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 9.69
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 15.05
PIPE TRAVEL TIME(MIN.) = 0.97 Tc(MIN.) = 19.36
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 620.00 = 1565.00 FEET.
FLOW PROCESS FROM NODE 620.00 TO NODE 620.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<< <<<
MAINLINE Tc(MIN) = 19.36
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.055
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
PUBLIC PARK A 7.00 0.98 0.85 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85
SUBAREA AREA(ACRES) = 7.00 SUBAREA RUNOFF(CFS) = 14.03
EFFECTIVE AREA(ACRES) = 14.20 AREA -AVERAGED FM(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.85
TOTAL AREA(ACRES) = 14.20 PEAK FLOW RATE(CFS) = 28.46
FLOW PROCESS FROM NODE 620.00 TO NODE 21.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 7.00 DOWNSTREAM(FEET) 3.30
FLOW LENGTH(FEET) = 60.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 21.0 INCH PIPE IS 13.5 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 17.46
ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 28.46
PIPE TRAVEL TIME(MIN.) = 0.06 Tc(MIN.) = 19.42
LONGEST FLOWPATH FROM NODE 600.00 TO NODE 21.00 = 1625.00 FEET.
FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
>> >>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<< <<<
TOTAL NUMBER OF STREAMS = 2
09/16/01 Q-20
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 19.42
RAINFALL INTENSITY(INCH/HR) = 3.05
AREA -AVERAGED Fm(INCH/HR) = 0.83
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.85
EFFECTIVE STREAM AREA(ACRES) = 14.20
TOTAL STREAM AREA(ACRES) = 14.20
PEAK FLOW RATE(CFS) AT CONFLUENCE = 28.46
** CONFLUENCE DATA **
STREAM
Q
Tc
Intensity
Fp(Fm)
Ap
Ae
HEADWATER
NUMBER
(CFS)
(MIN.)
(INCH/HR)
(INCH/HR)
(ACRES)
NODE
1
101.88
14.54
3.628
0.98( 0.59)
0.61
36.6
16.10
1
102.75
15.49
3.493
0.98( 0.59)
0.61
38.7
121.00
1
102.07
16.27
3.392
0.98( 0.59)
0.61
39.9
100.00
1
100.37
17.02
3.301
0.98( 0.60)
0.61
40.7
10.00
1
84.16
21.86
2.841
0.98( 0.59)
0.61
41.2
200.00
2
28.46
19.42
3.050
0.98( 0.83)
0.85
14.2
600.00
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 128.73 14.54 3.628 0.98( 0.65) 0.66 47.3 16.10
2 129.98 15.49 3.493 0.98( 0.65) 0.66 50.1 121.00
3 129.58 16.27 3.392 0.98( 0.65) 0.66 51.8 100.00
4 128.13 17.02 3.301 0.98( 0.65) 0.67 53.1 10.00
5 120.78 19.42 3.050 0.98( 0.65) 0.67 55.1 600.00
6 109.94 21.86 2.841 0.98( 0.65) 0.67 55.4 200.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 129.98 Tc(MIN.) = 15.49
EFFECTIVE AREA(ACRES) = 50.06 AREA -AVERAGED Fm(INCH/HR) = 0.65
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.66
TOTAL AREA(ACRES) = 55.40
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 21.00 = 3360.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
ELEVATION DATA: UPSTREAM(FEET) = 3.30 DOWNSTREAM(FEET) = 1.80
FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 48.0 INCH PIPE IS 35.5 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 13.05
ESTIMATED PIPE DIAMETER(INCH) = 48.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 129.98
PIPE TRAVEL TIME(MIN.) = 0.18 Tc(MIN.) = 15.67
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 22.00 = 3500.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:
TIME OF CONCENTRATION(MIN.) = 15.67
RAINFALL INTENSITY(INCH/HR) = 3.47
09/16/01 Q-21
AREA -AVERAGED Fm(INCH/HR) = 0.65
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.66
EFFECTIVE STREAM AREA(ACRES) = 50.06
TOTAL STREAM AREA(ACRES) = 55.40
PEAK FLOW RATE(CFS) AT CONFLUENCE = 129.98
****************************************************************************
FLOW PROCESS FROM NODE 300.00 TO NODE 310.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 1000.00
ELEVATION DATA: UPSTREAM(FEET) = 38.50 DOWNSTREAM(FEET) = 31.90
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) =
13.151
* 100 YEAR RAINFALL
INTENSITY(INCH/HR) =
3.853
SUBAREA Tc AND LOSS
RATE DATA(AMC II):
DEVELOPMENT TYPE/
SCS SOIL AREA
Fp
Ap SCS Tc
LAND USE
GROUP (ACRES)
(INCH/HR)
(DECIMAL) CN (MIN.)
COMMERCIAL
A 1.30
0.98
0.10 32 13.15
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR)
=
0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap
= 0.10
SUBAREA RUNOFF(CFS)
= 4.39
TOTAL AREA(ACRES) =
1.30 PEAK FLOW
RATE(CFS)
= 4.39
FLOW PROCESS FROM NODE 310.00 TO NODE 320.00 IS CODE = 62
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>(STREET TABLE SECTION # 1 USED)<< <<<
UPSTREAM ELEVATION(FEET) = 31.90 DOWNSTREAM ELEVATION(FEET) = 29.30
STREET LENGTH(FEET) = 320.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 30.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.018
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.85
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.42
HALFSTREET FLOOD WIDTH(FEET) = 14.41
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.37
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.99
STREET FLOW TRAVEL TIME(MIN.) = 2.25 TC(MIN.) = 15.40
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.505
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.30 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.92
EFFECTIVE AREA(ACRES) = 1.60 AREA -AVERAGED Fm(INCH/HR) = 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10
09/16/01 Q-22
TOTAL AREA(ACRES) = 1.60 PEAK FLOW RATE(CFS) = 4.91
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.42 HALFSTREET FLOOD WIDTH(FEET) = 14.41
FLOW VELOCITY(FEET/SEC.) = 2.39 DEPTH*VELOCITY(FT*FT/SEC.) = 1.01
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 320.00 = 1320.00 FEET.
FLOW PROCESS FROM NODE 320.00 TO NODE 22.00 IS CODE = 62
----------------------------------------------------------------------------
>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>(STREET TABLE SECTION # 1 USED)<< <<<
UPSTREAM ELEVATION(FEET) = 29.30 DOWNSTREAM ELEVATION(FEET) = 12.70
STREET LENGTH(FEET) = 880.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 30.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00
INSIDE STREET CROSSFALL(DECIMAL) = 0.018
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1
STREET PARKWAY CROSSFALL(DECIMAL) = 0.020
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150
Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200
**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.96
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:
STREET FLOW DEPTH(FEET) = 0.40
HALFSTREET FLOOD WIDTH(FEET) = 13.09
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.46
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.37
STREET FLOW TRAVEL TIME(MIN.) = 4.24 Tc(MIN.) = 19.64
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.029
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
COMMERCIAL A 0.80 0.98 0.10 32
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA AREA(ACRES) = 0.80 SUBAREA RUNOFF(CFS) = 2.11
EFFECTIVE AREA(ACRES) = 2.40 AREA -AVERAGED Fm(INCH/HR) = 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.10
TOTAL AREA(ACRES) = 2.40 PEAK FLOW RATE(CFS) = 6.33
END OF SUBAREA STREET FLOW HYDRAULICS:
DEPTH(FEET) = 0.40 HALFSTREET FLOOD WIDTH(FEET) = 13.48
FLOW VELOCITY(FEET/SEC.) = 3.49 DEPTH*VELOCITY(FT*FT/SEC.) = 1.41
LONGEST FLOWPATH FROM NODE 300.00 TO NODE 22.00 = 2200.00 FEET.
FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 1
----------------------------------------------------------------------------
>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<< <<<
>> >>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<< <<<
TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:
TIME OF CONCENTRATION(MIN.) = 19.64
RAINFALL INTENSITY(INCH/HR) = 3.03
AREA -AVERAGED Fm(INCH/HR) = 0.10
AREA -AVERAGED Fp(INCH/HR) = 0.98
AREA -AVERAGED Ap = 0.10
EFFECTIVE STREAM AREA(ACRES) = 2.40
09/16/01 Q-23
TOTAL STREAM AREA(ACRES) = 2.40
PEAK FLOW RATE(CFS) AT CONFLUENCE = 6.33
** CONFLUENCE DATA **
STREAM
Q
Tc
Intensity
Fp(Fm)
Ap
Ae
HEADWATER
NUMBER
(CFS)
(MIN.)
(INCH/HR)
(INCH/HR)
(ACRES)
NODE
1
128.73
14.72
3.602
0.98( 0.65)
0.66
47.3
16.10
1
129.98
15.67
3.469
0.98( 0.65)
0.66
50.1
121.00
1
129.58
16.45
3.370
0.98( 0.65)
0.66
51.8
100.00
1
128.13
17.20
3.281
0.98( 0.65)
0.67
53.1
10.00
1
120.78
19.60
3.033
0.98( 0.65)
0.67
55.1
600.00
1
109.94
22.04
2.827
0.98( 0.65)
0.67
55.4
200.00
2
6.33
19.64
3.029
0.98( 0.10)
0.10
2.4
300.00
RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 134.40 14.72 3.602 0.98( 0.63) 0.64 49.1 16.10
2 135.79 15.67 3.469 0.98( 0.63) 0.64 52.0 121.00
3 135.50 16.45 3.370 0.98( 0.63) 0.64 53.8 100.00
4 134.15 17.20 3.281 0.98( 0.63) 0.65 55.2 10.00
5 127.11 19.60 3.033 0.97( 0.63) 0.65 57.5 600.00
6 126.95 19.64 3.029 0.98( 0.63) 0.65 57.5 300.00
7 115.84 22.04 2.827 0.98( 0.63) 0.64 57.8 200.00
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:
PEAK FLOW RATE(CFS) = 135.79 Tc(MIN.) = 15.67
EFFECTIVE AREA(ACRES) = 51.97 AREA -AVERAGED Fm(INCH/HR) = 0.63
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.64
TOTAL AREA(ACRES) = 57.80
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 22.00 = 3500.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 31
----------------------------------------------------------------------------
>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< <<<
>> >>>USING COMPUTER -ESTIMATED PIPESIZE (NON -PRESSURE FLOW)<< <<<
------------------------
ELEVATION DATA: UPSTREAM(FEET) = 1.80 DOWNSTREAM(FEET) = 0.10
FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 36.0 INCH PIPE IS 26.1 INCHES
PIPE -FLOW VELOCITY(FEET/SEC.) = 24.69
ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1
PIPE-FLOW(CFS) = 135.79
PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 15.69
LONGEST FLOWPATH FROM NODE 200.00 TO NODE 23.00 = 3530.00 FEET.
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 57.80 TC(MIN.) = 15.69
EFFECTIVE AREA(ACRES) = 51.97 AREA -AVERAGED Fm(INCH/HR)= 0.63
AREA -AVERAGED Fp(INCH/HR) = 0.98 AREA -AVERAGED Ap = 0.64
PEAK FLOW RATE(CFS) = 135.79
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 134.40 14.74 3.599 0.98( 0.63) 0.64 49.1 16.10
2 135.79 15.69 3.466 0.98( 0.63) 0.64 52.0 121.00
3 135.50 16.47 3.367 0.98( 0.63) 0.64 53.8 100.00
4 134.15 17.22 3.278 0.98( 0.63) 0.65 55.2 10.00
5 127.11 19.62 3.031 0.97( 0.63) 0.65 57.5 600.00
09/16/01 Q-24
6 126.95 19.66 3.027 0.98( 0.63) 0.65 57.5 300.00
7 115.84 22.06 2.825 0.98( 0.63) 0.64 57.8 200.00
END OF RATIONAL METHOD ANALYSIS
09/16/01 Q-25
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION)
(c) Copyright 1983-2001 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2001 License ID 1251
Analysis prepared by:
MADOLE & ASSOCIATES, INC. OF THE INLAND EMPIRE
10601 CHURCH STREET SUITE 107
RANCHO CUCAMONGA CA 91730
909.948.1311 F948.8464 madole@madolerc.com
************************** DESCRIPTION OF STUDY **************************
* SIERRA LAKES - PA 27/28/PARK SITE STORM SYSTEM
* CONNECTION TO CALTRANS SYS. AT CATAWBA
* PREDEVELOPED AREA (PA 27)
**************************************************************************
FILE NAME: SL-PK-EX.DAT
TIME/DATE OF STUDY: 10:07 08/17/2001
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
--*TIME-OF-CONCENTRATION MODEL* --
USER SPECIFIED STORM EVENT(YEAR) = 100.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95
*USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL*
SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000
USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5500
*ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD*
*USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*
HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING
WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR
NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
--- ----- --------- ------------
1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150
GLOBAL STREET FLOW -DEPTH CONSTRAINTS:
1. Relative Flow -Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)
2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED
****************************************************************************
FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21
----------------------------------------------------------------------------
>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<<
>>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<
INITIAL SUBAREA FLOW-LENGTH(FEET) = 690.00
ELEVATION DATA: UPSTREAM(FEET) = 1574.50 DOWNSTREAM(FEET) = 1565.20
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.828
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.589
SUBAREA Tc AND LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL A 0.80 0.98 0.10 32 9.83
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10
SUBAREA RUNOFF(CFS) = 3.23
TOTAL AREA(ACRES) = 0.80 PEAK FLOW RATE(CFS) = 3.23
****************************************************************************
FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 52
----------------------------------------------------------------------------
>>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<
>>>TRAVELTIME THRU SUBAREA<<<<<
ELEVATION DATA: UPSTREAM(FEET) = 1565.20 DOWNSTREAM(FEET) = 1536.00
CHANNEL LENGTH THRU SUBAREA(FEET) = 1290.00 CHANNEL SLOPE = 0.0226
CHANNEL FLOW THRU SUBAREA(CFS) = 3.23
FLOW VELOCITY(FEET/SEC) = 2.87 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)
TRAVEL TIME(MIN.) = 7.48 Tc(MIN.) = 17.31
LONGEST FLOWPATH FROM NODE 1.00 TO NODE 3.00 = 1980.00 FEET.
****************************************************************************
FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = 81
----------------------------------------------------------------------------
>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
MAINLINE Tc(MIN) = 17.31
* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.267
SUBAREA LOSS RATE DATA(AMC II):
DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
NATURAL FAIR COVER
"OPEN BRUSH" A 19.10 0.86 1.00 46
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.00
SUBAREA AREA(ACRES) = 19.10 SUBAREA RUNOFF(CFS) = 41.38
EFFECTIVE AREA(ACRES) = 19.90 AREA-AVERAGED Fm(INCH/HR) = 0.83
AREA-AVERAGED Fp(INCH/HR) = 0.86 AREA-AVERAGED Ap = 0.96
TOTAL AREA(ACRES) = 19.90 PEAK FLOW RATE(CFS) = 43.66
END OF STUDY SUMMARY:
TOTAL AREA(ACRES) = 19.90 TC(MIN.) = 17.31
EFFECTIVE AREA(ACRES) = 19.90 AREA-AVERAGED Fm(INCH/HR)= 0.83
AREA-AVERAGED Fp(INCH/HR) = 0.86 AREA-AVERAGED Ap = 0.96
PEAK FLOW RATE(CFS) = 43.66
END OF RATIONAL METHOD ANALYSIS
09/17/01
CATCH BASIN SIZING CALCULATIONS
m
****************************************************************************
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
(C) Copyright 1982-2001 Advanced Engineering Software (aes)
Ver. 8.0 Release Date: 01/01/2001 License ID 1251
Analysis prepared by:
MADOLE & ASSOCIATES, INC. OF THE INLAND EMPIRE
10601 CHURCH STREET SUITE 107
RANCHO CUCAMONGA, CA 91730
909.948.1311 F948.8464 madole@madolerc.com
----------------------------------------------------------------------------
TIME/DATE OF STUDY: 07:53 09/17/2001
************************** DESCRIPTION OF STUDY **************************
* SIERRA LAKES SOCCER PARK
* CATCH BASIN SIZING
* SIERRA LAKES PARKWAY AT CATAWBA AVENUE (LATERAL A-1)
**************************************************************************
>> >>SUMP TYPE BASIN INPUT INFORMATION<< <<
----------------------------------------------------------------------------
Curb Inlet Capacities are approximated based on the Bureau of
Public Roads nomograph plots for flowby basins and sump basins.
BASIN INFLOW(CFS) = 12.70
BASIN OPENING(FEET) = 0.83
DEPTH OF WATER(FEET) = 0.70
>> >>CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 7.02
09/17/01 W-2
09/17/01
STORM DRAIN HYDRAULICS
H-1
MANNING'S EQUATION (N FOR TYPICAL PLASTIC PIPE)
FOR PIPE SIZING
n N 0.009
Diameter
So
ft
in
0.001
0.002
0.003
0.004
0.005
0.006
0.007
0.008
0.009
0.01
0.015
0.02
0.025
0.03
0.035
0.33
4
0.08
0.12
0.15
0.17
0.19
0.21
0.22
0.24
0.25
0.27
0.33
0.38
0.42
0.46
0.50
0.5
6
0.26
0.36
0.44
0.51
0.57
0.63
0.68
0.72
0.77
0.81
0.99
1.15
1.2_8
1.40
3.06
1.5_2
3.31
0.67 8 0.56 0.79 0.97 1.12 1.25 1.37 1.48
1.68
2.97
1.77
3.13
_ 2.17
_3.83_
2.50
4.43
2.80
4.95
_1.58
0.83 10 0.99 1.40 1.72 1.98 2.21 2.43 2.62 2.80
_ 5.42
5.86
1
12
1.63
2.30
2.82
3.25
3.64
3.99
4.31
4.60
4.88
-
5.15
6.30 -
7.28
- -- -
--13-----
8.14
-
8.91
-.
9.63
---
1.25
1.25
15
2.95
4.17
5.11
5.90
6.60
7.23
7.81
8.35_
85
8.85
9.33
15.17
11.43
18.58
13.20
14.75
---
16.16
. _
26.2_8
39.64
17.46
28.39
42.82
1.5 18 4.80 6.79 8.31 9.60 10.73 11.75 12.69 13.57
21.46 23.99
1.75 21 7.24 10.24 12.54 14.48 16.18 17.73 19.15 20.47
_14.39
21.71 22.89 28.03
32.37 36.19
2
24
10.33
14.61
17.90
20.67
23.11
25.31
27.34
29.23
31.00
32_.68
40.02
46.21 -51.
- 67
56_.60
61.13
2.25
27
14.15
20.01
24.50
28.29
31.63
34.65
37.43
40.01
_42.44_
44.74
54.79
63.27
70._3
77.48
83_.69
2.5
30
18.74
26.50
32.45
37.47
41.89
4-5.-89-4-9--.57-
_ 52.99
56.21
59.25
72.56
83.79_
93.68
_ 102.62
110.84
2.75
33
24.16
34.16
41.84
48.32
54.02
59.17
63.91
68.33
_72.47
76.39
93.56
10_8._04
12_0.79
132.32
142.92
3
36
30.47
43.09
52.77
60.93
68.13
74.63
80.61
86.17
_91.40
96.34
118.00
136.25_
152.33
166.87
180.24
3.25
39
37.72
53.34
65.33
75.43
84.33
92.38
99.79
106.68
113.15
119.27_
146.07
168.67
188.58
206.58
223.13
3.5
42
45.96
64.99
79.60
91.91
102.76
112.57
121.59
129.98
137.87
145.33
177.99
205.52
229.78
251.7_1
271.88
3.75
45
55.24
78.12
95.68
110.48
123.52
135.31
146.15
156.24
165.72
174.68
213.94
247.04
276.20
302.56
326.80
4
48
65.61
92.79
113.65
131.23
146.72
160.72
173.60
185.58
196.84
207.49
254.12
293.43
328.07
359.38
388.17
4.25
51
77.13
109.07
133.59
154.25
172.46
188.92
204.06
218.15
231.38
243.90
298.71
344.92
385.63
422.44
456.29
4.5
54
89.83
127.03
155.58
179.65
200.86
220.03
237.66
254.06
269.48
284.05
347.89
401.71
449.13
_491.99
531.41
4.7557
103.76
146.73
179.71
207.51
232.01
254.15
274.51
293.47
311.27
328.11
4_01.85
464.01
518.78
568.30
613.83
5
60
118.96
168.24
206.05
237.93
266.01
291.40
314.75
336.48
356.89
376_.20
460.75
53_2.03
605.95
594.82
677.4_8
651.60
703.81
5.25 63 135.50 191.62 234.68 270.99 302.98 331.89 358.49 383.24
406.49 428.47 524.77
742_.14
801.60
5.5
66
153.39
216.93
265.68
306.78
342.99
375.73
405.83
433.86460,17-485-.06
594.08
685.99
766.95
840.16
907.47
69
172.70
244.23
299.12
345.39
386.16
423.01
456.91
488.46
518.09
546.11
66_8.85
772.32
863.4_8
945.89
1021.68
72
193.45
273.58
335.07
386.90
432.57
473.85
511.82
547.16
580.35
611.74
749.23
865.14
967.25
1059.57
1144.47
L97
84
291.81
412.68
505.42
583.61
652.50
714.78
772.05
825.35
875.42
922.77
1130.16
1305.00
1459.03
1598.29
1726.35
96416.62
589.19
721.61
833.24
931.59
1020.50
1102.27
1178.38
1249.86
1317.47
1613.56
1863.18
2083.10
2281.92
2464.75
108
570.36
806.60
987.89
1140.71
1275.35
1397.08
1509.02
1613.21
1711.07
1803.62
2208.98
2550.71
2851.78
3123.97
3374.27
(Q = FLOW AT "JUST" FULL CONDITION)
pipe-flow.xls
FILE: A.WSW
W S P G
W - EDIT LISTING
- Version 14.01
Date:
9-13-2001
Time:11:43: 3
WATER SURFACE
PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE
ZL ZR
INV
Y(1)
Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP
WIDTH
DIAMETER WIDTH
DROP
CD
1
4
1
5.000
CD
2
2
0 .000
12.000
21.000
.00
CD
3
4
1
1.500
CD
4
4
1
3.000
CD
5
4
1
3.500
CD
6
2
0 .000
8.000
7.000
.00
CD
7
4
1
2.000
CD
8
4
1
2.500
W S P G
W
PAGE NO
1
WATER
SURFACE
PROFILE -
TITLE CARD
LISTING
HEADING LINE
NO
1 IS
-
SIERRA
LAKES - PARK STORM SYSTEM
HEADING LINE
NO
2 IS
-
CALTRANS/CATAWBA/SIERRA
LAKES PARKWAY
- Q100
FINAL HYDRAULICS
HEADING LINE
NO
3 IS
-
LINE
A
W S P G
W
PAGE NO
2
WATER
SURFACE
PROFILE -
ELEMENT CARD
LISTING
ELEMENT
NO
1
IS A
SYSTEM OUTLET
U/S DATA
STATION
INVERT
SECT
W
S ELEV
815.050
1501.340
1
1509.020
ELEMENT
NO
2
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
842.200
1501.500
1
.013
.000
.000
.000
0
ELEMENT
NO
3
IS A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1
LAT -2
N
Q3 Q4
INVERT -3 INVERT -4 PHI
3 PHI 4
846.200
1501.830
1 2
0
.013
5.800 .000
1501.830
.000
90.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
4
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
898.830
1502.360
1
.013
.000
.000
.000
0
ELEMENT
NO
5
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
947.530
1502.860
1
.013
199.993
13.952
.000
0
ELEMENT
NO
6
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
987.280
1503.270
1
.013
.000
.000
.000
0
ELEMENT
NO
7
IS A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1
LAT -2
N
Q3 Q4
INVERT -3 INVERT -4 PHI 3 PHI 4
1000.000
1504.650
5 3
0
.013
.010 .000
1504.520
.000
-45.000
.000
RADIUS
ANGLE
.000
.000
ELEMENT
NO
8
IS A
REACH
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
1028.430
1505.410
5
.013
.000
.000
.000
0
ELEMENT
NO
9
IS A
JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1
LAT -2
N
Q3 Q4
INVERT -3 INVERT -4 PHI 3 PHI 4
1034.520
1505.580
5 8
0
.013
27.200 .000
1505.960
.000
45.000
.000
RADIUS
ANGLE
09/17/01 H-2
09/17/01 H-3
000 .000
PAGE NO 3
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
W S P G W
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
WATER SURFACE
PROFILE
- ELEMENT CARD LISTING
ANGLE
ELEMENT
NO
10
IS
A REACH
0
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
.000 1522.080
.000
-45.000
.000
RADIUS
ANGLE
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
11.536
1601.920
1520.810
5
.013
ANGLE
ELEMENT
NO
11
IS
A REACH
0
RADIUS
ANGLE
ANG PT
MAN H
1029.548
*
14.190
.000
0
U/S DATA
STATION
INVERT
SECT
N
-45.000
.000
RADIUS
ANGLE
1653.690
1521.030
5
.013
RADIUS
ELEMENT
NO
12
IS
A REACH
.000
0
RADIUS
ANGLE
ANG PT
MAN H
830.452
6.395
.000
U/S DATA
STATION
INVERT
SECT
N
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
1739.870
1521.400
5
.013
ANG PT
ELEMENT
NO
13
IS
A JUNCTION
RADIUS
ANGLE
ANG PT
MAN H
35.000
-92.492
.000
0
RADIUS
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
0
RADIUS
ANGLE
ANG PT
MAN H
1745.520
1521.460
5 3 0
.013
7.700
ELEMENT
NO
14
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
1763.640
1521.500
5
.013
ELEMENT
NO
15
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
1837.890
1521.750
5
.013
ELEMENT
NO
16
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2092.870
1522.520
5
.013
ELEMENT
NO
17
IS
A JUNCTION
U/S DATA
STATION
INVERT
SECT LAT -1 LAT -2
N
Q3
2101.230
1523.570
4 4 0
.013
49.800
ELEMENT
NO
18
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2119.830
1526.420
4
.013
ELEMENT
NO
19
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2212.520
1526.970
4
.013
W S P G W
WATER SURFACE PROFILE
- ELEMENT CARD LISTING
ELEMENT
NO
20
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2323.630
1527.630
4
.013
ELEMENT
NO
21
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2386.250
1528.000
4
.013
ELEMENT
NO
22
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2442.750
1528.340
4
.013
ELEMENT
NO
23
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2451.540
1528.370
4
.013
ELEMENT
NO
24
IS
A REACH
U/S DATA
STATION
INVERT
SECT
N
2481.100
1529.040
4
.013
ELEMENT
NO
25
IS
A REACH
09/17/01 H-3
000 .000
PAGE NO 3
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
.000 1522.080
.000
-45.000
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
11.536
89.995
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
1029.548
*
14.190
.000
0
Q4 INVERT -3 INVERT -4
PHI 3 PHI 4
.000 1522.820
.000
-45.000
.000
RADIUS
ANGLE
.000
.000
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
830.452
6.395
.000
0
PAGE NO
4
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
973.906
-3.684
.000
0
RADIUS
ANGLE
ANG PT
MAN H
35.000
-92.492
.000
0
RADIUS
ANGLE
ANG PT
MAN H
.000
.000
.000
0
RADIUS
ANGLE
ANG PT
MAN H
22.500
75.274
.000
0
09/17/01 H4
RADIUS ANGLE ANG PT MAN H
.000 .000 .000 0
RADIUS ANGLE ANG PT MAN H
.000 .000 .000 0
* *
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
.000 1530.090 .000 -25.000 .000
RADIUS ANGLE
.000 .000
RADIUS ANGLE ANG PT MAN H
14.478 89.993 .000 0
RADIUS ANGLE ANG PT MAN H
.000 .000 .000 0
W S ELEV
1530.160
PAGE NO 5
U/S DATA STATION
INVERT
SECT
N
2501.410
1529.450
4
.013
ELEMENT
NO
26
IS
A REACH
U/S DATA STATION
INVERT
SECT
N
2506.250
1529.590
4
.013
ELEMENT
NO
27
IS
A JUNCTION
U/S DATA STATION
INVERT
SECT LAT -1 LAT -2
N Q3
2514.010
1529.700
4 7 0
.013 42.300
ELEMENT
NO
28
IS
A REACH
U/S DATA STATION
INVERT
SECT
N
2536.750
1530.160
4
.013
ELEMENT
NO
29
IS
A REACH
U/S DATA STATION
INVERT
SECT
N
2545.750
1530.160
4
.013
ELEMENT
NO
30
IS
A WALL ENTRANCE
U/S DATA STATION
INVERT
SECT
FP
2545.750
1530.160
6
.500
ELEMENT
NO
31
IS
A SYSTEM HEADWORKS
U/S DATA STATION
INVERT
SECT
2545.750
1530.160
6
W S P G W
WATER SURFACE PROFILE
- ELEMENT CARD LISTING
09/17/01 H4
RADIUS ANGLE ANG PT MAN H
.000 .000 .000 0
RADIUS ANGLE ANG PT MAN H
.000 .000 .000 0
* *
Q4 INVERT -3 INVERT -4 PHI 3 PHI 4
.000 1530.090 .000 -25.000 .000
RADIUS ANGLE
.000 .000
RADIUS ANGLE ANG PT MAN H
14.478 89.993 .000 0
RADIUS ANGLE ANG PT MAN H
.000 .000 .000 0
W S ELEV
1530.160
PAGE NO 5
FILE: A.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE
1
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 9-13-2001
Time:11:43:
6
SIERRA LAKES -
PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
LINE A
Invert
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super ICriticallFlow
ToplHeight/IBase
Wt1
INo Wth
Station I
Elev
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
Elev
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
-I-
-I-
SF Avel
-I-
HF ISE
-i-
DpthlFroude
NINorm
Dp
I "N" I
X -Fall)
ZR
(Type
Ch
I
I
I I
I I
I
I
I
815.050
I
1501.340
I
7.680
I
1509.020
I
135.81
6.92
.74
-I-
1509.76
-I-
.00
-I-
3.34
-I-
.00
-I-
5.000
-I-
.000
-I-
.00
1
1-
.0
-I-
27.150
-I-
.0059
-I-
-I-
-I-
-I-
.0027
.07
7.68
.00
3.02
.013
I I
.00
I
.00
PIPE
I
I
842.200
I
1501.500
I
7.594
I
1509.094
I
135.81
-i-
6.92
-I-
I
.74
-I-
I
1509.84
-I-
.00
-I-
I I
3.34
-I-
.00
-i-
5.000
-I-
.000
-I-
.00
1
i-
.0
-I-
JUNCT STR
-I-
.0825
-I-
-I-
.0026
.01
7.59
.00
i
.013
I I
.00
I
.00
PIPE
I
I
846.200
I
1501.630
I
7.399
1509.229
I I
130.01
-I-
6.62
-I-
I
.68
-I-
I
1509.91
-I-
.00
-I-
I
3.26
-I-
.00
-I-
5.000
-I-
.000
-I-
.00
1
1-
.0
-I-
52.630
-I-
.0101
-I-
-I-
.0025
.13
7.40
.00
I
2.49
.013
I I
.00
I
.00
PIPE
I
I
898.830
I
1502.360
7.000
I
1509.360
I I
130.01
6.62
I
.68
i
1510.04
-I-
.00
-I-
I
3.26
-I-
.00
-I-
5.000
-I-
.000
-I-
.00
1
.0
-I-
48.700
-I-
.0103
-I-
-i-
-I-
-I-
-i-
.0025
.12
.00
.00
2.48
.013
I I
.00
I
.00
1-
PIPE
I
I
947.530
I
1502.860
6.675
I
1509.535
I I
130.01
6.62
I
.68
-I-
I
1510.22
-I-
.00
-I-
I I
3.26
-I-
.00
-I-
5.000
-I-
.000
-i-
.00
1
1-
.0
-I-
39.750
-I-
.0103
-I-
-I-
-I-
-I-
.0025
.10
6.67
.00
2.47
.013
I I
.00
I
.00
PIPE
I
I
987.280
I
1503.270
6.364
I
1509.634
I I
130.01
6.62
I
.68
I
1510.31
.00
-I-
I I
3.26
-I-
.00
-I-
5.000
-I-
.000
-I-
.00
1
.0
-I-
JUNCT STR
-I-
.1085
-I-
-I-
-I-
-I-
-I-
-I-
6.36
.00
.013
i i
.00
.00
I-
PIPE
I
1000.000
I
1504.650
2.848
I
1507.498
I i
130.00
15.51
i
3.73
-I-
I
1511.23
-I-
.00
-I-
I I
3.31
-I-
2.73
-I-
3.500
-I-
I
.000
-I-
.00
I
1
.0
-I-
8.430
-I-
.0267
-I-
-I-
-I-
-I-
.0166
.14
2.85
1.56
2.35
.013
.00
.00
1-
PIPE
I
1008.430
I
1504.875
2.913
I
1507.788
I I
130.00
15.19
3.58
-I-
I I
1511.37
-I-
.00
-I-
I I
3.31
-1-
2.62
-I-
I i
3.500
-I-
I
.000
-I-
.00
I
1
.0
-I-
14.023
-I-
.0267
-i-
-I-
-I-
-I-
.0156
.22
2.91
1.48
2.35
.013
.00
.00
1-
PIPE
1022.453
I I
1505.250
3.083
I
1508.333
I i
130.00
14.48
3.26
-I-
I
1511.59
-I-
I
.00
-I-
I I
3.31
-I-
2.27
-i-
I I
3.500
-I-
I
.000
-I-
.00
I
1
.0
-I-
5.977
-I-
.0267
-I-
-I-
-I-
-I-
.0147
.09
3.08
1.28
2.35
.013
.00
.00
1-
PIPE
09/17/01 H-5
FILE: A.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE
2
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-13-2001
Time:11:43:
6
SIERRA LAKES -
PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
LINE A
I Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/IBase
Wt1
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
Elev
I Depth I
Width
IDia.-FTlor
I.D.I
ZL
IPrs/Pip
-I-
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-Fa111
ZR
-I
(Type
Ch
I I
I I
I
I
I
I
1028.430
-I-
1505.410
-I-
3.308
-I-
1508.718
-I-
130.00
-I-
13.81
-I-
2.96
-I-
1511.68
-I-
.00
-I-
I
3.31
-I-
1.59
I
3.500
I I
.000
.00
i
1
.0
JUNCT STR
.0279
.0124
.08
3.31
1.00
-I-
-I-
.013
-I-
.00
.00
I-
PIPE
1034.520
-I-
I I
1505.580
-I-
5.139
-I-
i
1510.719
-I-
I I
102.80
-I-
10.68
-I-
I
1.77
-I-
I
1512.49
-I-
.00
-I-
I I
3.10
-I-
.00
I
3.500
I I
.000
.00
I
1
.0
26.215
.0268
.0104
.27
5.14
.00
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1060.735
i I
1506.284
4.708
I
1510.992
I i
102.80
10.68
I
1.77
I
1512.76
.00
I I
3.10
.00
I
3.500
I I
.000
.00
i
1
.0
HYDRAULIC
JUMP
1060.735
I I
1506.284
2.002
I
1508.286
I I
102.80
18.07
I
5.07
I
1513.36
.00
I I
3.10
3.46
I
3.500
I I
.000
.00
I
1
.0
-I-
52.957
-I-
.0268
-I-
-I-
-I-
-I-
-I-
.0268
-I-
1.42
-I-
2.00
-I-
2.48
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1113.692
I I
1507.705
-I-
2.002
-I-
I
1509.707
-I-
I I
102.80
-I-
18.07
I
5.07
I
1514.78
.00
I I
3.10
3.46
I
3.500
I I
.000
.00
I
1
.0
-I-
244.967
.0268
-I-
-I-
.0258
-t-
6.33
-I-
2.00
-I-
2.48
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1358.659
I i
1514.281
-I-
2.053
I
1516.334
I I
102.80
-i-
17.52
I
4.77
I
1521.10
.00
I I
3.10
3.45
I
3.500
I I
.000
.00
I
1
.0
-I-
101.003
.0268
-I-
-I-
-i-
-I-
.0234
-I-
2.36
-I-
2.05
-I-
2.37
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1459.662
I I
1516.992
-I-
2.136
-I-
I
1519.128
-I-
I I
102.80
-I-
16.71
-I-
I
4.34
-I-
I
1523.46
-I-
.00
I i
3.10
3.41
I
3.500
I I
.000
.00
I
1
.0
-I-
49.666
.0268
.0207
1.03
-I-
2.14
-I-
2.19
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1509.328
I I
1518.325
-I-
2.225
-I-
I
1520.550
-I-
I I
102.80
-I-
15.93
-I-
I
3.94
-I-
I
1524.49
-I-
.00
-I-
I I
3.10
3.37
I
3.500
I I
.000
.00
I
1
.0
-I-
31.175
.0268
.0184
.57
2.23
-I-
2.03
-I-
2.00
-I-
.013
-i-
.00
.00
1-
PIPE
1540.504
1519.162
-I-
2.319
-I-
1521.481
-I-
102.80
-I-
15.19
-I-
3.58
-I-
1525.06
-I-
.00
-I-
3.10
3.31
3.500
.000
.00
1
.0
-I-
21.371
.0268
.0163
.35
2.32
-I-
1.87
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
09/17/01 H-6
FILE: A.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE
3
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 9-13-2001
Time:11:43:
6
SIERRA LAKES -
PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
x+:t+xxt;txxxxxxxx*t+rxx*f.xx:rx+*+xxxx*t***xxxtxt:rxx+++t+++xxf-x
LINE A
xxx++x:rxx+*xxx+x++++++**x+w+*t++x++++++xxx+xxxt+xtxx++t++a++xx
Invert
I Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/IBase Wtl
xxx+xxxx
INo Wth
Station
-I-
I Elev
-I-
I (FT)
I Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
Elev
I Depth
I Width
IDia.-FTlor
I.D.I
ZL
Prs/Pip
L/Elem
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 X
-I-
-Fall)
ZR
-I
(Type
Ch
*xx*xttxxl+x+txfxttl***xx*xxixxx+***x*Itxxttxx*xlttxxxxxlt*+*+x*Itx+++++++1+**xxxrl++xxxxx+l+*xxtt*xl++xtxx+I+x+x+++ittt*.
I
I
I I
I
I
Itrxxxxx
1561.874
-I-
1519.735
-I-
2.420
-I-
1522.155
-I-
102.80
-I-
14.48
-I-
3.26
-I-
I
1525.41
-I-
.00
I
3.10
I
3.23
I I
3.500
I
.000
.00
I
1
.0
15.229
.0268
I
.0146
.22
-I-
2.42
-I-
1.72
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1577.103
-I-
I
1520.144
-i-
I
2.529
-I-
1522.673
-I-
I I
102.80
-I-
13.81
-I-
I
2.96
-I-
I
1525.63
-I-
.00
I
3.10
I
3.13
I I
3.500
I
.000
.00
I
1
.0
10.940
.0268
.0130
.14
-I-
2.53
-I-
1.58
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1588.043
-I-
I
1520.438
-I-
I
2.647
-I-
I
1523.085
-I-
I I
102.80
-I-
13.17
-I-
I
2.69
-i-
I
1525.78
-I-
.00
I
3.10
I
3.01
I I
3.500
I
.000
.00
I
1
.0
7.578
.0268
.0117
.09
-I-
2.65
-I-
1.44
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1595.621
-i-
I
1520.641
-I-
I
2.777
-I-
I
1523.418
-I-
I I
102.80
-I-
12.55
-i-
I
2.45
-I-
I
1525.87
-I-
.00
i
3.10
I
2.83
I I
3.500
I
.000
.00
I
1
.0
4.645
.0268
.0106
.05
-I-
2.78
-I-
1.30
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1600.266
-I-
I
1520.766
-I-
I
2.924
-I-
I
1523.690
-I-
I I
102.80
-I-
11.97
-I-
I
2.22
-I-
I
1525.91
-f-
.00
-i-
I
3.10
I
2.60
I I
3.500
I
.000
.00
I
1
.0
1.654
.0268
.0097
.02
2.92
-I-
1.16
-I-
2.00
-I-
.013
-I-
.00
.00
1-
PIPE
1601.920
-I-
1520.810
-I-
3.099
-I-
1523.909
-I-
102.80
-I-
11.41
-I-
2.02
-I-
1525.93
-I-
.00
3.10
2.23
3.500
.000
.00
1
.0
9.581
.0042
.0092
.09
-I-
3.10
-I-
1.00
-I-
3.50
-i-
.013
-I-
.00
.00
1-
PIPE
1611.501
-I-
I
1520.851
-I-
I
3.330
-i-
I
1524.181
-I-
I I
102.80
-I-
10.88
-I-
I
1.84
-i-
I
1526.02
-I-
.00
i
3.10
I
1.50
I I
3.500
I
.000
.00
I
1
.0
19.971
.0042
I
I
.0095
.19
-I-
3.33
-i-
.76
-I-
3.50
-I-
.013
-I-
.00
.00
1-
PIPE
1631.472
-I-
I
1520.936
-I-
I
3.500
-I-
1524.436
-I-
I
102.80
-I-
10.68
-I-
I
1.77
-I-
I
1526.21
-I-
.00
-i-
I
3.10
-I-
I
.00
I I
3.500
I
.000
.00
I
1
.0
22.218
.0042
I
I
I I
.0102
i
.23
3.50
.00
-I-
3.50
-I-
.013
-I-
.00
.00
1-
PIPE
1653.690
-I-
I
1521.030
-I-
3.637
-I-
1524.667
-I-
102.80
-I-
10.68
-I-
1.77
-I-
I
1526.44
-I-
.00
-I-
I
3.10
I
.00
I I
3.500
I
.000
.00
I
1
.0
86.180
.0043
.0104
.90
3.64
-I-
.00
-I-
3.50
-I-
.013
-I-
.00
.00
1-
PIPE
09/17/01 H-7
FILE: A.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE 4
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-13-2001
Time:11:43: 6
SIERRA
LAKES -
PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
*xxxxxxxxxxxxxxxxxxxxxxx:txxx:txxxxxxx+x**xxx++xx*xxxxxx++*xxxxxx+x+xrxxxxxx+xxxx+xxxxx+xxxxxx+x++xxxxxxx++x:tx+++++++xx++xxx
LINE A
xxxxx++x
I Invert I
Depth I
Water I
Q 1
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/IBase
Wt1
INo Wth
Station
I Elev
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
Elev
I Depth
I Width
Dia.-FTlor
I.D.I
ZL
IPrs/Pip
-I-
L/Elem
-I-
ICh Slope I
-I-
I
-I-
I
-I-
I
-I-
-I-
SF Ave]
-I-
HF ISE
-I-
DpthlFroude
-I-
NlNorm
-I-
Dp
-I-
I "N" I
-I-
X -Fall)
ZR
-I
IType Ch
xxxxxxxx*Ixxxxxxxxxlxxxxxxxxlxxxxxxxxxlxxxxxxxxxlxxxxxxxlxxxxxxxxxx,tx+xx+xx+xx+xlx.>++xxxlx+xr.+x+lxxxxx+xx+x+.xxxxxxx
I
I
i
I
I:rx*+xxx
1739.870
I
1521.400
4.167
1525.567
-I-
102.80
-I-
10.68
-I-
I
1.77
-I-
I
1527.34
.00
I
3.10
I
.00
I I
3.500
I
.000
.00
I
1 .0
-I-
JUNCT STR
-I-
.0106
-I-
.0097
-I-
.05
-I-
.00
-I-
.00
-I-
-I-
.013
-I-
.00
.00
I-
PIPE
1745.520
-I-
I I
1521.460
-I-
I
4.597
-I-
I
1526.057
-I-
I
95.10
-I-
9.88
-I-
I
1.52
-I-
I
1527.57
-I-
.00
-I-
I
3.01
I
.00
I
3.500
I I
.000
.00
I
1 .0
18.120
.0022
.0089
.16
.00
-I-
.00
-I-
3.50
-I-
.013
-I-
.00
.00
1-
PIPE
1763.640
I I
1521.500
-I-
I
5.022
-I-
I
1526.522
-I-
I
95.10
-I-
9.88
-I-
I
1.52
-I-
I
1528.04
-I-
.00
I
3.01
I
.00
I 1
3.500
I
.000
.00
I
1 .0
-I-
74.250
.0034
.0089
.66
-I-
5.02
-I-
.00
-I-
3.50
-I-
.013
-I-
.00
.00
1-
PIPE
1837.890
I I
1521.750
I
5.435
I
1527.185
I
95.10
9.88
I
1.52
I
1528.70
.00
t
3.01
I
.00
I
3.500
I I
.000
.00
I
1 .0
-I-
254.980
-I-
.0030
-I-
-I-
-I-
-I-
-I-
.0089
-I-
2.28
-I-
.00
-I-
.00
-I-
3.50
-I-
.013
-I-
.00
.00
1-
PIPE
2092.870
I I
1522.520
I
7.064
-I-
I
1529.584
-I-
I
95.10
-I-
9.88
-I-
I
1.52
I
1531.10
-I-
.00
I
3.01
I
.00
I
3.500
I I
.000
.00
I
1 .0
-I-
JUNCT STR
-I-
.1256
-I-
.0068
.06
-I-
7.06
-I-
.00
-I-
-I-
.013
-I-
.00
.00
I-
PIPE
2101.230
I I
1523.570
I
7.565
-I-
I
1531.135
-I-
I
45.30
-I-
6.41
-I-
I
.64
I
1531.77
-I-
.00
I
2.19
I
.00
I
3.000
I I
.000
.00
I
1 .0
-I-
18.600
-I-
.1532
-I-
.0046
.09
-I-
7.57
-I-
.00
-I-
.85
-I-
.013
-I-
.00
.00
1-
PIPE
2119.830
I I
1526.420
-I-
I
4.801
-I-
I
1531.221
-I-
I
45.30
-I-
6.41
-I-
I
.64
-I-
I
1531.86
-I-
.00
-I-
I
2.19
I
.00
I
3.000
I I
.000
.00
I
1 C
-I-
92.690
.0059
.0046
.43
.00
-I-
.00
-I-
2.19
-I-
.013
-I-
.00
.00
1-
PIPE
2212.520
-I-
I I
1526.970
-I-
I
4.713
-I-
I
1531.683
-I-
1
45.30
-I-
6.41
-I-
I
.64
-I-
I
1532.32
-I-
.00
-I-
I
2.19
I
.00
I
3.000
I I
.000
.00
I
1 .0
111.110
.0059
.0046
.51
4.71
-I-
.00
-I-
2.19
-I-
.013
-I-
.00
.00
1-
PIPE
2323.630
-I-
I I
1527.630
-I-
I
4.565
-I-
1532.195
-I-
I I
45.30
-I-
6.41
-f-
I
.64
-I-
I
1532.83
-I-
.00
-I-
I
2.19
I
.00
I
3.000
I I
.000
.00
I
1 C
62.620
.0059
.0046
.29
.00
-I-
.00
-I-
2.19
-I-
.013
-I-
.00
.00
1-
PIPE
09/17/01 H-8
FILE: A.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE
5
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-13-2001
Time:11:43:
6
SIERRA LAKES -
PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA LAKES
PARKWAY
- Q100 FINAL HYDRAULICS
LINE A
I
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallF1ow
ToplHeight/lBase
Wtl
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
Elev
-I-
I Depth
-I-
I Width
-I-
IDia.-FTlor
-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
DpthiFroude
NINorm
Dp
I "N"
I X -Fall)
ZR
(Type
Ch
I
I
I
i I
I
I
2386.250
I
1528.000
I
4.510
1532.510
I I
45.30
6.41
-I-
I
.64
-I-
I
1533.15
-I-
.00
-I-
2.19
-I-
.00
-I-
3.000
-I-
.000
-I-
.00
1
1-
.0
-I-
56.500
-I-
.0060
-I-
-I-
-I-
.0046
.26
.00
.00
2.18
.013
.00
.00
PIPE
I
I
2442.750
i
1528.340
I
4.560
1532.900
I I
45.30
6.41
-I-
I
.64
-I-
I
1533.54
-i-
.00
-I-
I
2.19
-I-
I
.00
-I-
I
3.000
-I-
I I
.000
-I-
.00
1
1-
.0
-I-
8.790
-I-
.0034
-I-
-I-
-i-
.0046
.04
4.56
.00
3.00
.013
.00
.00
PIPE
I
2451.540
I
1528.370
I
4.570
1532.940
I I
45.30
6.41
I
.64
-I-
I
1533.58
-I-
.00
-I-
I
2.19
-I-
I
.00
-I-
I
3.000
-I-
I I
.000
-I-
.00
I
1
1-
.0
-I-
29.560
-I-
.0227
-I-
-I-
-I-
-I-
.0046
.14
.00
.00
1.41
.013
.00
.00
PIPE
I
2481.100
I
1529.040
4.153
I
1533.193
i I
45.30
6.41
I
.64
-I-
I
1533.83
-i-
.00
-I-
I
2.19
-I-
i
.00
-I-
I
3.000
-I-
I I
.000
-I-
.00
I
1
1-
.0
-I-
20.310
-I-
.0202
-I-
-I-
-I-
-I-
.0046
.09
4.15
.00
1.46
.013
.00
I I
.00
PIPE
I
I
2501.410
I
1529.450
3.837
I
1533.287
I I
45.30
6.41
-I-
I
.64
-I-
I
1533.92
-I-
.00
-I-
I
2.19
-I-
I
.00
-I-
I
3.000
-I-
.000
-I-
.00
1
1-
.0
-I-
6.840
-I-
.0205
-I-
-i-
-I-
.0046
.03
3.84
.00
1.46
.013
.00
I
.00
PIPE
I
I
2508.250
I
1529.590
3.729
I
1533.319
I I
45.30
6.41
I
.64
-I-
I
1533.96
-I-
.00
-I-
I
2.19
-I-
I
.00
-I-
I
3.000
-I-
I
.000
-I-
.00
1
I-
.0
-I-
JUNCT STR
-I-
.0191
-I-
-I-
-I-
-I-
.0023
.01
.00
.00
.013
.00
I
.00
PIPE
i
I
2514.010
I
1529.700
4.268
I
1533.968
I I
3.00
.42
.00
-I-
I I
1533.97
-I-
.00
-I-
I
.54
-I-
I
.00
-I-
I
3.000
-I-
i
.000
-I-
.00
1
.0
-I-
22.740
-I-
.0202
-I-
-I-
-I-
-I-
.0000
.00
.00
.00
.37
I
.013
.00
.00
1-
PIPE
I
2536.750
I
1530.160
3.809
I
1533.969
I
3.00
-I-
.42
-I-
.00
-I-
I I
1533.97
-I-
.00
-I-
i
.54
-I-
.00
-I-
I
3.000
-I-
I I
.000
-I-
.00
I
1
.0
-I-
9.000
-I-
.0000
-I-
-I-
.0000
.00
3.81
.00
.00
.013
.00
.00
1-
PIPE
WALL ENTRANCE
09/17/01 H-9
FILE: A.WSW W S P G W- CIVILDESIGN Version 14.01 PAGE 6
Program Package Serial Number: 1296
WATER SURFACE PROFILE LISTING Date: 9-13-2001 Time:11:43: 6
SIERRA LAKES - PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA LAKES PARKWAY - Q100 FINAL HYDRAULICS
LINE A
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 ( (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor 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 (Type Ch
I I I I I I I I I I I I I
2545.750 1530.160 3.813 1533.973 3.00 .11 .00 1533.97 .00 .18 7.00 8.000 7.000 .00 0 .0
-I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- -I- I-
09/17/01 H-10
FILE: a1.WSW
W S P G W - EDIT LISTING - Version 14.01
Date:
9-15-2001
Time: 6:41:49
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO OF AVE PIER HEIGHT 1 BASE ZL ZR
INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH
DROP
CD 1
4
1 1.500
CD 2
2
0 .000 6.740 7.000
.00
W S P G
W
PAGE NO
1
WATER SURFACE PROFILE - TITLE CARD
LISTING
HEADING LINE
NO
1
IS
-
SIERRA LAKES - PARK STORM SYSTEM
HEADING LINE
NO
2
IS
-
CALTRANS/CATAWBA/SIERRA LAKES PARKWAY - Q100 FINAL HYDRAULICS
HEADING LINE
NO
3
IS
-
LATERAL A-1 - SLP@CATAWBA
W S P G
W
PAGE NO
2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT SECT
W S ELEV
102.450 1522.080 1
1526.060
ELEMENT NO
2
IS
A
REACH
U/S DATA STATION INVERT SECT
N
RADIUS
ANGLE
ANG PT
MAN H
114.160 1522.130 1
.013
.000
.000
.000
0
ELEMENT NO
3
IS
A
REACH
U/S DATA STATION INVERT SECT
N
RADIUS
ANGLE
ANG PT
MAN H
120.300 1523.050 1
.013
.000
.000
.000
0
ELEMENT NO
4
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT SECT
FP
120.300 1523.050 2
.500
ELEMENT NO
5
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT
W S ELEV
120.300 1523.050 2
1523.050
09/17/01 H-1 l
FILE: al.WSW
W S P G W- CIVILDESIGN Version
14.01
PAGE 1
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 9-15-2001
Time:
6:41:51
SIERRA LAKES
- PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA LAKES
PARKWAY
- Q100 FINAL HYDRAULICS
LATERAL A-1 - SLP@CATAWBA
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.l
Elev
I Depth I
Width
Dia.-FTlor
I.D.I
ZL
IPrs/Pip
-I-
L/Elem
-I-
ICh Slope I
-I-
-I-
I
-I- -I-
;I
-I-
SF Avel
-I- -I-
HF ISE DpthlFroude
-I-
NINorm
-i-
Dp
-I-
I "N"
-I-
I X -Fall)
ZR
-I
(Type Ch
102.450
I i
1522.080
3.980
I
1526.060
I I
12.70 7.19
-I-
I
.80
I
1526.86
.00
I I
1.34
.00
I
1.500
I I
.000
.00
I
1 .0
-I-
11.710
-I-
.0043
-I-
-I-
-I-
-I-
.0146
-I-
.17
-I-
3.98
-I-
.00
-I-
1.50
-I-
.013
-I-
.00
.00
1-
PIPE
114.160
I
1522.130
-I-
I
4.101
I
1526.231
-I-
I I
12.70 7.19
-I- -I-
I
.80
-I-
I
1527.03
-I-
.00
-I-
I I
1.34
-i-
.00
I
1.500
I I
.000
.00
I
1 .0
-I-
6.140
.1498
-I-
.0146
.09
4.10
.00
-I-
.58
-I-
.013
-I-
.00
.00
1-
PIPE
120.300
I
1523.050
I
3.271
I
1526.321
I I
12.70 7.19
I
.80
I
1527.12
.00
I I
1.34
.00
I
1.500
I I
.000
.00
I
1 .0
WALL ENTRANCE
120.300
-I-
I
1523.050
-I-
I
4.471
-I-
I
1527.521
-I-
I I
12.70 .41
-I- -I-
I
.00
-I-
I
1527.52
-I-
.00
-I-
I I
.47
-I-
7.00
-I-
I
6.740
-I-
I I
7.000
-I-
.00
I
0 .0
I-
09/17/01 H-12
FILE: C.WSW
W S P G W - EDIT LISTING - Version 14.01
Date:
9-14-2001
Time: 9:16: 8
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE 1
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9) Y(10)
CODE NO
TYPE
PIER/PIP WIDTH DIAMETER WIDTH DROP
CD 1
4
1 2.500
W S P G W
PAGE NO 1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE
NO
1
IS
-
SIERRA LAKES - PARK STORM SYSTEM
HEADING LINE
NO
2
IS
-
CALTRANS/CATAWBA/SIERRA LAKES PARKWAY - Q100 FINAL HYDRAULICS
HEADING LINE
NO
3
IS
-
LINE C - FUTURE PARK SITE(S)
W S P G W
PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT SECT
W S ELEV
102.470 1505.960 1
1510.720
ELEMENT NO
2
IS
A
REACH
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT MAN H
105.690 1506.420 1 .013
.000
.000
.000 0
ELEMENT NO
3
IS
A
REACH
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT MAN H
141.190 1511.500 1 .013
45.000
45.200
.000 0
ELEMENT NO
4
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT
W S ELEV
141.190 1511.500 1
1511.500
09/17/01 H-13
FILE: C.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE
1
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001
Time:
9:16:10
SIERRA LAKES -
PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
+++x+xxx+,txxx+xxxxxxx++++xx*:rxxx***+++++*x+#x+++*<++xxxx*x+*xxx:rxxx:++xx+xx+x+xxx+;rx�++xrxxx+x+-r++xxxx++*xx+++xxr++x+x+x+x
LINE C - FUTURE PARK
SITE(S)
xxxx+xxx
I Invert I
Depth I
Water I
Q
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/IBase
Wt1
INo Wth
Station
I Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.1
Elev
I Depth
I Width
lDia.-FTIor
I.D.I
ZL
IPrs/Pip
-I-
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 X
-I-
-Fall)
ZR
-I
(Type
Ch
xxxxx+xxxl++++x+x++xxxxxxx+Ixxxxxxxx+x++xxxx+x+xxxxxxxxxxxxxlxx++xxxxxxx+xxxxx+x+xxx+xxxxxxxxx+xxx+xxxxx++xlx+x++
I
I
I
I
I I
I
+xxxxxx
I
102.470
I I
1505.960
I
4.760
I
1510.720
I
28.50
5.81
.52
1511.24
.00
1.82
.00
2.500
.000
.00
1
.0
-I-
3.220
-i-
.1429
-I-
-I-
-I-
-I-
-I-
.0048
-I-
.02
-I-
4.76
-I-
.00
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
105.690
I I
1506.420
I
4.315
I
1510.735
I
28.50
5.81
I
.52
i
1511.26
.00
I
1.82
i
.00
I I
2.500
I
.000
.00
I
1
.0
-I-
5.748
-I-
.1431
-I-
-I-
-I-
-I-
-I-
.0048
-i-
.03
-I-
.00
-I-
.00
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
111.438
I I
1507.243
3.539
I I
1510.781
I
28.50
5.81
I
.52
I
1511.30
.00
I
1.82
I
.00
I I
2.500
I
.000
.00
I
1
.0
HYDRAULIC
JUMP
111.438
I
1507.243
I
.901
I
1508.143
I I
28.50
17.90
-I-
I
4.97
-I-
I
1513.12
-I-
.53
-I-
I
1.62
-I-
I
2.40
-I-
I I
2.500
-I-
I
.000
.00
I
1
.0
-I-
1.693
-I-
.1431
-I-
-I-
-I-
.0611
.10
1.43
3.87
.73
.013
-I-
.00
.00
1-
PIPE
113.131
I
1507.485
I
.913
I
1508.398
-I-
I I
28.50
-I-
17.56
-i-
I
4.79
-I-
I
1513.19
-I-
.51
-I-
I
1.82
-I-
I
2.41
-I-
I I
2.500
-i-
I
.000
-I-
.00
I
1
.0
-I-
4.623
-I-
.1431
-I-
.0558
.26
1.43
3.77
.73
.013
.00
.00
1-
PIPE
117.754
I
1508.147
I
.945
I
1509.092
I I
28.50
-I-
16.75
-I-
I
4.36
-I-
I
1513.45
-I-
.47
-I-
I
1.82
-I-
I
2.42
-I-
I I
2.500
-I-
I
.000
-I-
.00
I
1
.0
-I-
3.834
-I-
.1431
-I-
-I-
.0490
.19
1.41
3.52
.73
.013
.00
.00
1-
PIPE
121.588
I
1508.695
I
.980
I
1509.675
I I
28.50
15.97
I
3.96
-I-
I
1513.63
-I-
.43
-I-
I
1.82
I
2.44
i I
2.500
I
.000
.00
I
1
.0
-I-
3.245
-I-
.1431
-I-
-I-
-I-
-I-
.0430
.14
1.41
-I-
3.29
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
124.833
I
1509.160
I
1.015
I
1510.175
I I
28.50
-I-
15.23
-I-
I
3.60
-I-
I
1513.77
-I-
.39
-i-
I
1.82
-I-
I
2.46
-I-
I I
2.500
-I-
I
.000
.00
I
1
.0
-I-
2.754
-I-
.1431
-I-
-I-
.0377
.10
1.41
3.07
.73
.013
-I-
.00
.00
1-
PIPE
127.587
I
1509.554
I
1.052
i
1510.606
i I
28.50
14.52
-I-
f
3.27
-I-
I
1513.88
.36
I
1.82
I
2.47
I I
2.500
i
.000
.00
I
1
.0
-I-
2.350
-I-
.1431
-I-
-I-
-I-
.0331
-I-
.08
-I-
1.41
-I-
2.87
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
09/17/01 H-14
FILE: C.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE 2
Program
Package Serial Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001
Time:
9:16:10
SIERRA LAKES
- PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
LINE C -
FUTURE PARK
SITES)
I Invert I
Depth I
Water
I Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/1Base
Wtl
INo Wth
Station
-I-
I Elev I
-I-
(FT) I
-I-
Elev
-I-
(CFS) I
(FPS)
Head i
Grd.El.l
E'_ev
i Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrs/Pip
L/Elem
ICh Slope 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
(Type Ch
I I
I
I I
129.937
-I-
1509.890
-i-
1.091
-I-
1510.981
-I-
28.50
-I-
13.84
-I-
I
2.97
I
1513.96
.33
I I
1.82
2.48
I
2.500
I I
.000
.00
I
1 .0
2.021
.1431
I I
I
-I-
.0291
-I-
.06
-I-
1.42
-I-
2.68
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
131.958
-I-
1510.179
-I-
1.131
-I-
1511.310
-I-
I I
28.50
-I-
13.20
-I-
I
2.70
-I-
I
1514.01
-I-
.30
I i
1.82
2.49
I
2.500
I I
.000
.00
I
1 .0
1.726
.1431
I I
I
I I
.0256
.04
-I-
1.43
-I-
2.50
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
133.684
-I-
1510.426
-I-
1.174
-I-
1511.600
-I-
28.50
-I-
12.58
-I-
I
2.46
-I-
I
1514.06
.27
I I
1.82
2.50
I
2.500
I I
.000
.00
I
1 .0
1.488
.1431
I
I I
.0225
-I-
.03
-I-
1.45
-I-
2.33
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
135.172
-I-
1510.639
-I-
1.218
-I-
1511.857
-I-
I I
28.50
-I-
12.00
-I-
I
2.23
-I-
I
1514.09
-I-
.25
I I
1.82
2.50
I
2.500
I I
.000
.00
I
1 .0
1.275
.1431
I
I I
.0198
.03
-I-
1.47
-I-
2.17
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
136.447
-I-
1510.822
-I-
1.264
-I-
1512.086
-I-
I I
28.50
-I-
11.44
-I-
I
2.03
I
1514.12
.23
I I
1.82
2.50
I
2.500
I I
.000
.00
I
1 .0
1.080
.1431
I
I I
-I-
.0174
-I-
.02
-I-
1.49
-I-
2.02
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
137.527
-I-
1510.976
-I-
1.313
-I-
1512.289
-I-
I I
28.50
-I-
10.91
-I-
i
1.85
I
1514.14
.20
I I
1.82
2.50
I
2.500
I I
.000
.00
I
1 .0
.915
.1431
I
I i
-I-
.0154
-I-
.01
-I-
1.52
-I-
1.88
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
138.443
-I-
1511.107
-I-
1.364
-I-
1512.471
-I-
I I
28.50
-I-
10.40
-I-
I
1.68
-I-
I
1514.15
-I-
.19
I I
1.82
2.49
I
2.500
I I
.000
.00
I
1 .0
.762
.1431
I
I I
I I
.0136
.01
-I-
1.55
-I-
1.75
-I-
.73
-i-
.013
-I-
.00
.00
1-
PIPE
139.204
-I-
1511.216
-I-
1.418
-I-
1512.634
-I-
28.50
-I-
9.91
-I-
I
1.53
-I-
I
1514.16
.17
I I
1.82
2.48
I
2.500
I I
.000
.00
I
1 .0
.624
.1431
I
I I
.0120
-i-
.01
-i-
1.59
-I-
1.62
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
139.828
-I-
1511.305
-I-
1.475
-I-
1512.780
-I-
I I
28.50
-I-
9.45
-I-
I
1.39
I
1514.17
.15
i I
1.82
2.46
I
2.500
i I
.000
.00
I
1 .0
.499
.1431
-I-
.0106
-I-
.01
-i-
1.63
-I-
1.50
-I-
.73
-I-
.013
-I-
.00
.00
1-
PIPE
09/17/01 H-15
FILE: C.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE 3
Program
Package Serial
Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001 Time:
9:16:10
SIERRA LAKES -
PARK STORM
SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL HYDRAULICS
LINE C - FUTURE PARK
SITE(S)
I Invert I
Depth I
Water I
Q
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.I
Elev I
-I-
Depth I
-I-
Width
-I-
IDia.-FTlor
-I-
I.D.1
-I-
ZL
IPrs/Pip
-I
-I-
L/Elem
-I-
ICh Slope I
-I-
-I-
I I
-I-
I
-I-
-I-
SF Avel
-I-
HF ISE
DpthlFroude
NINorm
Dp
I "N" I X
-Fall)
ZR
(Type Ch
140.327
I I
1511.377
1.535
I i
1512.912
I
28.50
9.01
I
1.26
-I-
I
1514.17
-I-
I
.14
-I-
I
1.82
-I-
2.43
I I
2.500
-I- -I-
I
.000
-I-
.00
I
1 .0
1-
-I-
.379
-I-
.1431
-I-
-I-
-i-
-i-
.0094
.00
1.67
1.39
.73
.013
I I
.00
I
.00
PIPE
I
140.706
I I
1511.431
1.599
I I
1513.030
I
28.50
-t-
8.59
-I-
I
1.15
-I-
I
1514.18
-I-
I
.12
-I-
I
1.82
-I-
2.40
2.500
-I- -I-
.000
-I-
.00
1 .0
1-
-I-
.269
-I-
.1431
-I-
-I-
.0083
.00
I
1.72
I
1.29
I
.73
.013
I I
.00
I
.00
PIPE
I
140.976
I I
1511.469
1.667
I
1513.136
I I
28.50
-I-
8.19
-I-
I
1.04
-I-
1514.18
-I-
.11
-I-
1.82
-I-
2.36
2.500
-I- -I-
.000
-I-
.00
1 .0
1-
-I-
.161
-I-
.1431
-I-
-I-
.0074
.00
1.78
1.19
.73
.013
.00
.00
PIPE
141.136
I I
1511.492
1.740
i
1513.232
I I
28.50
7.81
-I-
I
.95
-I-
I
1514.18
-I-
I
.10
-I-
I
1.82
-i-
2.30
I I
2.500
-I- -I-
I
.000
-I-
.00
I
1 .0
1-
-I-
.054
-I-
.1431
-I-
-I-
-I-
.0066
.00
1.84
1.09
.73
.013
I
.00
.00
PIPE
141.190
-I-
I i
1511.500
-I-
1.820
-I-
I
1513.320
-I-
I I
28.50
-I-
7.44
-I-
I
.86
-I-
I
1514.18
-I-
I
.09
-I-
I
1.82
-I-
2.23
I
2.500
-I- -I-
I
.000
-I-
.00
I
1 C
I-
09/17/01 H-16
FILE: CT6F.WSW
W S P G W - EDIT LISTING - Version 14.01
Date:
9-14-2001
Time: 9:15:28
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4)
Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER/PIP
WIDTH DIAMETER WIDTH DROP
CD 1
4
1 2.500
CD 2
2
0 .000 5.780 21.000 .00
W S P G W
PAGE NO
1
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE
NO
1
IS
-
SIERRA LAKES - PARK STORM SYSTEM
HEADING LINE
NO
2
IS
-
CALTRANS/CATAWBA/SIERRA LAKES PARKWAY - Q100 FINAL HYDRAULICS
HEADING LINE
NO
3
IS
-
CALTRANS LATERAL 116-F" (EXISTING)
W S P G W
PAGE NO
2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT SECT
W S ELEV
104.440 1505.210 1
1509.630
ELEMENT NO
2
IS
A
REACH
U/S DATA STATION INVERT SECT N
RADIUS
ANGLE
ANG PT
MAN H
138.900 1509.910 1 .013
.000
.000
.000
0
ELEMENT NO
3
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT SECT FP
138.900 1509.910 2 .500
ELEMENT NO
4
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT
W S ELEV
138.900 1509.910 2
1509.910
09/17/01 H-17
FILE: CT6F.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE 1
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001
Time:
9:15:30
SIERRA LAKES
- PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA LAKES
PARKWAY
- Q100 FINAL HYDRAULICS
CALTRANS LATERAL "6-F" (EXISTING)
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
-I-
Grd.El.1
-I-
Elev I
Depth I
Width
IDia.-FTlor
I.D.I
ZL
IPrs/Pip
-I
L/Elem
ICh Slope I
I
I I
SF Avel
-I-
HF ISE DpthlFroude
-I-
NINorm
-I-
Dp
-I-
I "N" I
-I-
X -Fall)
ZR
(Type Ch
I
I
I I
I
I
104.440
-I-
I
1505.210
-i-
4.420
-I-
1509.630
-I-
1.80
-I-
.37
-i-
.00
-i-
1509.63
-I-
I
.00
I
.44
.00
-I-
I I
2.500
I
.000
.00
I
1 .0
14.079
.1364
.0000
.00
-I-
4.42
-I-
.00
.19
-I-
.013
-I-
.00
.00
1-
PIPE
118.519
I
1507.130
I I
2.500
-I-
1509.630
-I-
I I
1.80
-I-
.37
-I-
I
.00
-I-
I
1509.63
-I-
i
.00
.44
I
.00
I I
2.500
I
.000
.00
I
1 .0
-I-
1.692
-I-
.1364
.0000
.00
-I-
2.50
-I-
.00
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
120.211
I
1507.361
I I
2.268
1509.629
I I
1.80
-I-
.38
I
.00
I
1509.63
I
.00
.44
I
1.45
I I
2.500
I
.000
.00
I
1 .0
-I-
.988
-I-
.1364
-I-
-I-
-I-
-I-
.0000
-I-
.00
-I-
2.27
-I-
.04
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
121.199
I
1507.496
I
2.133
-I-
I
1509.629
-I-
I I
1.80
-I-
.40
-I-
I
.00
-I-
I
1509.63
-I-
i
.00
.44
I
1.77
I I
2.500
I
.000
.00
I
1 .0
-I-
.812
-I-
.1364
.0000
.00
-I-
2.13
-I-
.04
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
122.011
I
1507.606
I
2.022
I
1509.629
-I-
I I
1.80
-I-
.42
-I-
I
.00
i
1509.63
I
.00
.44
I
1.97
I I
2.500
I
.000
.00
I
1 .0
-I-
.709
-I-
.1364
-I-
-I-
.0000
-I-
.00
-I-
2.02
-I-
.05
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
122.721
I
1507.703
I
1.925
-I-
I
1509.628
-I-
I I
1.80
-I-
.44
-I-
i
.00
-I-
I
1509.63
-I-
I
.00
.44
i
2.10
I I
2.500
I
.000
.00
i
1 .0
-I-
.643
-I-
.1364
.0000
.00
-I-
1.93
-I-
.06
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
123.364
I
1507.791
I
1.837
-I-
I
1509.628
I I
1.80
.47
I
.00
I
1509.63
I
.00
.44
I
2.21
I I
2.500
I
.000
.00
I
1 C
-I-
.584
-I-
.1364
-I-
-I-
-I-
-I-
.0000
-I-
.00
-I-
1.84
-I-
.06
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
123.948
I
1507.871
-I-
I
1.757
-I-
I
1509.628
-I-
I I
1.80
-I-
.49
-I-
I
.00
-I-
I
1509.63
-I-
I
.00
-i-
.44
I
2.29
I I
2.500
I
.000
.00
I
1 .0
-I-
.540
.1364
I
.0000
.00
1.76
-I-
.07
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
124.488
I
1507.944
-I-
I
1.683
-I-
I
1509.627
-I-
I
1.80
-I-
.51
-I-
I
.00
-I-
I
1509.63
-I-
I
.00
.44
1
2.35
I I
2.500
I
.000
.00
I
1 C
-I-
.503
.1364
.0000
.00
-I-
1.68
-I-
.07
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
09/17/01 H-18
FILE: CT6F.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE
2
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001
Time:
9:15:30
SIERRA LAKES
- PARK STORM
SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
CALTRANS LATERAL "6-F"
(EXISTING)
+:r+�++rrrrrr;rrrr*:++++rr++++++*rrr+*:t+*r*•ra*rrr+++++++++++*+*++++rrr+++++++++++*+r+++++++r+r.+++++r++++++.«+++r++r+r++rrr
*«+*r++r
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.l
Elev
I Depth I
Width
IDia.-FTlor
I.D.I
ZL
IPrs/Pip
-I-
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 X -Fall)
-I-
-I
ZR
(Type
Ch
+++r++rrrlr++++>rrr++rrrrrrl+rrrrr+rrlr+rrrrrrrr+rrrrrrrr++rrlrrrr+rrrr+++++r++*r++++r++++*«rr++r+r++++r+rr+++r+r
I I
I
I I
I+rrrr++
124.991
1508.013
-I-
1.614
-I-
1509.627
-I-
1.80
-I-
.54
-I-
I
.00
I
1509.63
.00
I I
.44
2.39
I I
2.500
I
.000
.00
I
1
.0
-I-
.473
.1364
-I-
.0000
-I-
.00
-I-
1.61
-I-
.08
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
125.464
-I-
I I
1508.077
-I-
1.549
-i-
I
1509.626
-I-
I I
1.80
-I-
.56
-I-
I
.00
-I-
I
1509.63
-I-
.00
-I-
I I
.44
2.43
I I
2.500
I
.000
.00
I
1
.0
.444
.1364
.0000
.00
1.55
-I-
.09
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
125.908
I I
1508.138
-I-
1.488
-I-
I
1509.626
-I-
I I
1.80
-I-
.59
-I-
I
.01
-I-
I
1509.63
-I-
.00
I I
.44
2.45
I I
2.500
I
.000
.00
I
1
.0
-I-
.414
.1364
.0000
.00
-I-
1.49
-I-
.09
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
126.322
I I
1508.194
-I-
1.431
-I-
I
1509.626
-I-
I I
1.80
-I-
.62
-I-
I
.01
-I-
I
1509.63
.00
I I
.44
2.47
I I
2.500
I
.000
.00
I
1
.0
-I-
.399
.1364
.0001
-I-
.00
-I-
1.43
-I-
.10
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
126.721
I
1508.249
-I-
i
1.376
-I-
I
1509.625
-I-
I I
1.80
-I-
.65
-I-
I
.01
-i-
I
1509.63
-I-
.00
-I-
I
.44
I
2.49
I I
2.500
I
.000
.00
I
1
.0
-I-
.369
.1364
.0001
.00
1.38
-I-
.11
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
127.090
I
1508.299
-I-
I
1.325
-I-
I
1509.624
-I-
I I
1.80
-I-
.68
-I-
I
.01
-i-
I
1509.63
-I-
.00
I i
.44
2.50
I I
2.500
I
.000
.00
I
1
.0
-I-
.361
.1364
.0001
.00
-I-
1.33
-i-
.12
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
127.452
-I-
I
1508.349
-I-
I
1.275
-i-
I
1509.624
-I-
I I
1.80
-I-
.71
-I-
I
.01
-I-
I
1509.63
-I-
.00
-I-
I
.44
-I-
I
2.50
I I
2.500
I
.000
.00
I
1
.0
.339
.1364
.0001
.00
1.28
.13
-i-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
127.791
-I-
I
1508.395
-I-
I
1.228
-I-
I
1509.623
-I-
I I
1.80
-I-
.75
-I-
I
.01
-I-
I
1509.63
-I-
.00
-I-
I
.44
I
2.50
I I
2.500
I
.000
.00
I
1
.0
.316
.1364
I
.0001
.00
1.23
-I-
.13
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
128.107
-I-
I
1508.438
-I-
I
1.184
-I-
1509.622
-I-
I I
1.80
-I-
.79
-I-
I
.01
-I-
I
1509.63
-I-
.00
I
.44
I
2.50
I I
2.500
I
.000
.00
I
1
.0
.308
.1364
.0001
.00
-I-
1.18
-I-
.14
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
09/17/01 H-19
FILE: CT6F.WSW
W S P G W- CIVILDESIGN Version
14.01
PAGE
3
Program
Package Serial Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001
Time:
9:15:30
SIERRA LAKES -
PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
CALTRANS LATERAL "6-F" (EXISTING)
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.El.l
-I-
Elev I
-I-
Depth
-I-
I Width
-I-
IDia.-FTlor
-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
HF ISE
DpthlFroude
NINorm
Dp
I "N" I
X -Fall)
ZR
IType
Ch
I
I
I I
I
I
I
128.416
I
1508.480
1.141
I I
1509.621
I
1.80 .82
-I-
I
.01
-I-
I
1509.63
-I-
.00
-I-
.44
-I-
2.49
-I-
2.500
-I-
.000
-I-
.00
1
1-
.0
-I-
.293
-I-
.1364
-I-
-I-
-I-
.0001
.00
1.14
.16
.19
.013
I I
.00
I
.00
PIPE
I
I
128.709
I
1508.520
1.100
I i
1509.620
I
1.80 .86
-I-
I
.01
-I-
I
1509.63
-I-
I
.00
-I-
.44
-I-
I
2.48
-I-
2.500
-I-
.000
-I-
.00
1
1-
.0
-I-
.278
-I-
.1364
-I-
-I-
-I-
.0001
.00
1.10
.17
.19
.013
I
.00
I
.00
PIPE
I
I
128.986
1508.558
I
1.061
I
1509.619
I I
1.80 .91
-I-
I
.01
-I-
I
1509.63
-I-
I
.00
-I-
.44
-I-
I
2.47
-I-
I
2.500
-I-
.000
-I-
.00
1
1-
.0
-I-
.262
-I-
.1364
-I-
-I-
-I-
.0001
.00
1.06
.18
.19
.013
I
.00
I
.00
PIPE
I
I
129.249
1508.594
I
1.024
I
1509.618
I I
1.80 .95
-I-
I
.01
-I-
I
1509.63
-I-
I
.00
-I-
.44
-I-
I
2.46
-I-
I
2.500
-I-
.000
-1-
.00
1
1-
.0
-I-
.254
-I-
.1364
-I-
-I-
-I-
.0002
.00
1.02
.19
.19
I
.013
I
.00
I
.00
PIPE
I
I
129.503
1508.628
I
.988
I
1509.617
I I
1.80 1.00
-I-
I
.02
-I-
I
1509.63
-I-
I
.00
-I-
.44
-I-
2.44
-I-
2.500
-I-
I
.000
-I-
.00
1
1-
.0
-I-
.246
-I-
.1364
-I-
-I-
-I-
.0002
.00
.99
I
.20
.19
I
.013
I
.00
I I
.00
PIPE
I
I
129.748
1508.662
I
.953
I
1509.615
I I
1.80 1.05
I
.02
I
1509.63
-I-
.00
-I-
.44
-I-
2.43
2.500
-I- -I-
.000
-I-
.00
1
.0
-I-
.230
-I-
.1364
-I-
-i-
-I- -I-
-I-
.0002
.00
I
.95
.22
.19
.013
.00
I I
.00
1-
PIPE
I
I
129.978
1508.693
I
.920
I
1509.613
I I
1.80 1.10
-I-
I
.02
-I-
1509.63
-I-
I
.00
-I-
.44
-I-
I
2.41
I
2.500
-I- -I-
.000
-I-
.00
1
.0
-I-
.221
-I-
.1364
-I-
-I-
-I-
.0002
.00
I
.92
I
.23
.19
I
.013
I
.00
I I
.00
1-
PIPE
I
130.199
1508.723
I
.888
I
1509.611
I I
1.80 1.15
-I-
I
.02
-I-
1509.63
-I-
.00
-I-
.44
-I-
2.39
2.500
-I- -I-
.000
-I-
.00
I
1
C
-I-
.205
-I-
.1364
-I-
-I-
-I-
.0003
.00
.89
.25
.19
.013
.00
.00
1-
PIPE
I
130.405
1508.751
I
.858
I
1509.609
I I
1.80 1.21
-I- -I-
.02
-I-
I I
1509.63
-I-
I
.00
-I-
.44
I
2.37
-I-
I
2.500
-I- -I-
I I
.000
-I-
.00
I
1
C
-I-
.204
-I-
.1364
-I-
-I-
.0003
.00
.86
.27
.19
.013
.00
.00
1-
PIPE
09/17/01 H-20
FILE: CT6F.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE
4
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001
Time:
9:15:30
SIERRA LAKES -
PARK STORM
SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
CALTRANS LATERAL
"6-F"
(EXISTING)
Invert I
Depth
I Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/IBase
Wt1
INo Wth
Station
I Elev I
(FT)
I Elev I
(CFS) I
(FPS)
Head 1
Grd.El.l
Elev
I Depth
I Width
IDia.-FTlor
I.D.I
ZL
IPrs/Pip
-I-
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)
ZR
-I
(Type
Ch
I I
I I
I
I
I
130.609
1508.779
-I-
.828
-I-
1509.607
-I-
1.80
-I-
1.27
-I-
.02
-I-
1509.63
.00
t
.44
I
2.35
i I
2.500
I
.000
.00
I
1
.0
-I-
.188
.1364
.0004
-I-
.00
-I-
.83
-I-
.29
-I-
.19
-i-
.013
-i-
.00
.00
1-
PIPE
130.796
I I
1508.805
.800
I i
1509.605
I
1.80
1.33
-I-
I
.03
-I-
I
1509.63
.00
I
.44
I
2.33
I I
2.500
I
.000
.00
I
1
.0
-I-
.168
-I-
.1364
-I-
-I-
-I-
.0004
-I-
.00
-I-
.80
-I-
.31
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
130.964
I I
1508.828
.773
I I
1509.601
I
1.80
1.39
I
.03
I
1509.63
.00
I
.44
I
2.31
I I
2.500
i
.000
.00
I
1
.0
HYDRAULIC
JUMP
130.964
I I
1508.828
.219
I i
1509.047
I
1.80
8.55
I
1.14
I
1510.18
.00
I
.44
I
1.41
I I
2.500
I
.000
.00
I
1
.0
-I-
1.141
-I-
.1364
-I-
-I-
-I-
-I-
-I-
.0717
-I-
.08
-I-
.22
-I-
3.91
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
132.105
I
1508.983
I
.226
I I
1509.209
I
1.80
8.13
I
1.03
I
1510.24
.00
I
.44
I
1.43
I I
2.500
I
.000
.00
I
1
.0
1.151
.1364
.0623
.07
.23
3.65
.19
.013
.00
.00
PIPE
133.256
I
1509.140
I
.234
-I-
I I
1509.374
-I-
I
1.80
7.75
-I-
I
.93
-I-
I
1510.31
-I-
.00
I
.44
I
1.46
I i
2.500
I
.000
.00
I
1
.0
-I-
.949
-I-
.1364
-I-
.0543
.05
-I-
.23
-I-
3.42
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
134.205
I
1509.270
I
.241
-I-
I I
1509.511
-I-
I
1.80
-I-
7.39
-I-
I
.85
-I-
I
1510.36
-I-
.00
-I-
I
.44
I
1.48
I I
2.500
I
.000
.00
I
1
.0
-I-
.776
-I-
.1364
.0473
.04
.24
-I-
3.21
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
134.981
-I-
I
1509.376
-I-
i
.249
-I-
I I
1509.625
-I-
I
1.80
-I-
7.05
-I-
I
.77
-I-
I
1510.40
-I-
.00
I
.44
I
1.50
I I
2.500
I
.000
.00
I
1
.0
.643
.1364
.0414
.03
-i-
.25
-I-
3.01
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
135.625
-I-
I
1509.463
-I-
I
.258
-I-
I I
1509.721
-I-
I
1.80
-I-
6.72
-I-
I
.70
-I-
I
1510.42
.00
I
.44
I
1.52
I I
2.500
i
.000
.00
I
1
.0
.556
.1364
.0361
-I-
.02
-I-
.26
-I-
2.82
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
09/17/01 H-21
FILE: CT6F.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE
5
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001
Time:
9:15:30
SIERRA LAKES -
PARK STORM
SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL
HYDRAULICS
CALTRANS LATERAL 116-F"
(EXISTING)
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.E1.1
Elev I
Depth I
Width
IDia.-FTIor
I.D.1
ZL
IPrS/Pip
-I-
L/Elem
-I-
ICh Slope I
-I-
I
-I-
-I-
I I
-I-
-i-
SF Ave)
-I-
HF ISE
-I-
DpthlFroude
-I-
NINorm
-I-
Dp
-I-
I "N" I X-Falll
-I-
-I
ZR
(Type
Ch
I
I
136.181
I I
1509.539
.266
I
1509.805
I I
1.80
6.41
.64
I
1510.44
I
.00
.44
1.54
I I
2.500
I
.000
.00
i
1
.0
-I-
.467
-I-
.1364
-I-
-I-
-I-
-I-
-I-
.0315
-I-
.01
-i-
.27
-I-
2.65
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
136.647
I I
1509.603
.275
I
1509.878
I I
1.80
6.11
I
.58
I
1510.46
I
.00
I
.44
1.56
I t
2.500
I
.000
.00
I
1
.0
-I-
.401
-I-
.1364
-I-
-I-
-I-
-I-
-I-
.0275
-I-
.01
-I-
.28
-I-
2.48
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
137.048
I I
1509.657
.284
I
1509.942
I I
1.80
-i-
5.83
-I-
I
.53
-I-
I
1510.47
-I-
I
.00
I
.44
1.59
I I
2.500
I
.000
.00
I
1
.0
-I-
.337
-I-
.1364
-I-
-I-
.0240
.01
-I-
.28
-I-
2.33
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
137.385
I I
1509.703
.294
I
1509.998
I I
1.80
5.55
I
.48
I
1510.48
I
.00
I
.44
1.61
I I
2.500
I
.000
.00
I
1
.0
.299
.1364
.0209
.01
.29
2.18
.19
.013
.00
.00
PIPE
137.685
I
1509.744
I
.303
1
1510.047
I i
1.80
5.30
I
.44
-I-
I
1510.48
I
.00
.44
I
1.63
I I
2.500
I
.000
.00
I
1
.0
-I-
.250
-I-
.1364
-I-
-I-
-I-
-I-
.0182
-I-
.00
-I-
.30
-I-
2.04
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
137.935
I
1509.778
I
.313
I
1510.092
I I
1.80
5.05
-I-
I
.40
-I-
I
1510.49
-I-
I
.00
.44
I
1.65
I I
2.500
I
.000
.00
I
1
.0
-I-
.207
-I-
.1364
-I-
-I-
-I-
.0159
.00
-I-
.31
-I-
1.92
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
138.142
I
1509.807
I
.324
I
1510.131
I i
1.80
4.81
I
.36
I
1510.49
I
.00
.44
I
1.68
I I
2.500
I
.000
.00
I
1
.0
-I-
.177
-I-
.1364
-I-
-I-
-I-
-I-
-I-
.0139
-I-
.00
-I-
.32
-I-
1.80
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
138.320
I
1509.831
I
.335
-I-
I
1510.166
I I
1.80
4.59
-I-
I
.33
-I-
I
1510.49
-I-
I
.00
.44
I
1.70
I I
2.500
I
.000
.00
I
1
.0
-I-
.151
-I-
.1364
-I-
-I-
.0122
.00
-I-
.34
-I-
1.69
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
138.471
I
1509.852
-I-
I
.346
-I-
I
1510.198
-I-
I I
1.80
-I-
4.38
-I-
I
.30
-I-
I
1510.50
-I-
I
.00
-I-
.44
-I-
I
1.73
I I
2.500
I
.000
.00
I
1
.0
-I-
.127
.1364
.0106
.00
.35
1.58
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
09/17/01 H-22
FILE: CT6F.WSW
W S P
G W- CIVILDESIGN Version
14.01
PAGE 6
Program
Package Serial
Number:
1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001
Time:
9:15:30
SIERRA LAKES -
PARK STORM
SYSTEM
CALTRANS/CATAWBA/SIERRA
LAKES
PARKWAY
- Q100 FINAL HYDRAULICS
CALTRANS LATERAL 116-F"
(EXISTING)
Invert I
Depth I
Water I
Q I
Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/lBase
WtI
INo Wth
Station I
Elev I
(FT) I
Elev I
(CFS) I
(FPS)
Head I
Grd.El.l
Elev
I 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 P.vel
-I-
HF ISE
-I-
DpthlFroude
-I-
NINorm
-I-
Dp
-I-
I "N"
-I-
I X -Fall)
ZR
-I
(Type Ch
I
I
I
I
i
I
138.598
-I-
1509.869
-I-
.357
-I-
1510.226
-I-
1.80
-I-
4.17
-I-
.27
-I-
I
1510.50
-I-
.00
I
.44
I
1.75
I
2.500
I I
.000
.00
i
1 .0
.099
.1364
I
I I
.0093
.00
-1-
.36
-i-
1.48
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
I
138.697
-I-
I
1509.882
-I-
.369
-i-
1510.252
-I-
1.80
-I-
3.98
-I-
I
.25
-I-
I
1510.50
-I-
.00
-I-
I
.44
I
1.77
I
2.500
I I
.000
.00
I
1 .0
.073
.1364
.0081
.00
.37
-I-
1.39
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
I
138.770
I
1509.892
-I-
I
.382
-I-
1510.274
-I-
i I
1.80
-I-
3.79
-I-
I
.22
-i-
I
1510.50
-I-
.00
I
.44
I
1.80
I
2.500
I I
.000
.00
I
1 .0
-I-
.064
.1364
.0071
.00
-i-
.38
-I-
1.30
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
I
138.834
-I-
I
1509.901
-I-
i
.394
-I-
1510.295
-I-
I I
1.80
-I-
3.62
-I-
I
.20
-I-
I
1510.50
-I-
.00
-I-
I
.44
I
1.82
I
2.500
I I
.000
.00
I
1 .0
.034
.1364
.0062
.00
.39
-I-
1.22
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
I
138.868
-I-
I
1509.906
-I-
I
.408
-I-
1510.314
-I-
I
1.80
-I-
3.45
-I-
I
.18
-I-
I
1510.50
-I-
.00
-I-
I
.44
I
1.85
I
2.500
I I
.000
.00
I
1 .0
.029
.1364
.0054
.00
.41
-I-
1.14
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
I
138.897
-I-
I
1509.910
-I-
I
.421
-I-
1510.331
-I-
I i
1.80
-I-
3.29
-I-
I
.17
-i-
I
1510.50
-I-
.00
-I-
I
.44
I
1.87
I
2.500
I I
.000
.00
I
1 .0
.003
.1364
.0047
.00
.42
-I-
1.07
-I-
.19
-I-
.013
-I-
.00
.00
1-
PIPE
I
138.900
I
1509.910
I
.437
1510.347
I i
1.80
3.12
I
.15
I
1510.50
.00
I
.44
I
1.90
I
2.500
I I
.000
.00
I
1 C
WALL ENTRANCE
I
138.900
-I-
I
1509.910
-I-
I
.656
-I-
1510.566
-I-
I I
1.80
-I-
.13
-I-
I
.00
-I-
I
1510.57
-I-
.00
-I-
I
.06
-I-
I
21.00
-I-
I
5.780
-I-
I I
21.000
-I-
.00
I
0 C
I-
09/17/01 H-23
FILE: D.WSW
W S P G W - EDIT LISTING - Version 14.01
Date:
9-14-2001
Time: 9:16:18
WATER SURFACE PROFILE
- CHANNEL DEFINITION LISTING
PAGE
1
CARD SECT
CHN
NO
OF AVE PIER HEIGHT 1 BASE ZL ZR
INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6)
Y(7) Y(8)
Y(9)
Y(10)
CODE NO
TYPE
PIER/PIP
WIDTH DIAMETER WIDTH
DROP
CD 1
4
1 3.000
CD 2
4
1 3.000
W S P G
W
PAGE NO
1
WATER SURFACE PROFILE - TITLE CARD
LISTING
HEADING LINE
NO
1
IS
-
SIERRA LAKES - PARK STORM SYSTEM
HEADING LINE
NO
2
IS
-
CALTRANS/CATAWBA/SIERRA LAKES PARKWAY - Q100 FINAL HYDRAULICS
HEADING LINE
NO
3
IS
-
LINE D - FUTURE RESIDENTIAL
W S P G
W
PAGE NO
2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO
1
IS
A
SYSTEM OUTLET
U/S DATA STATION INVERT SECT
W S ELEV
102.470 1522.840 1
1531.140
ELEMENT NO
2
IS
A
REACH
U/S DATA STATION INVERT SECT
N
RADIUS
ANGLE
ANG PT
MAN H
106.420 1522.860 1
.013
.000
.000
.000
0
ELEMENT NO
3
IS
A
REACH
U/S DATA STATION INVERT SECT
N
RADIUS
ANGLE
ANG PT
MAN H
112.030 1523.050 1
.013
22.500
-14.286
.000
0
ELEMENT NO
4
IS
A
REACH
U/S DATA STATION INVERT SECT
N
RADIUS
ANGLE
ANG PT
MAN H
123.590 1525.110 1
.013
22.499
-29.439
.000
0
ELEMENT NO
5
IS
A
REACH
U/S DATA STATION INVERT SECT
N
RADIUS
ANGLE
ANG PT
MAN H
136.570 1527.000 1
.013
.000
.000
.000
0
ELEMENT NO
6
IS
A
WALL ENTRANCE
U/S DATA STATION INVERT SECT
FP
136.570 1527.000 2
.500
ELEMENT NO
7
IS
A
SYSTEM HEADWORKS
U/S DATA STATION INVERT SECT
W S ELEV
136.570 1527.000 2
527.000
09/17/01 H-24
FILE: D.WSW
W S P G W- CIVILDESIGN Version
X4.01
PAGE 1
Program
Package Serial Number: 1296
WATER
SURFACE
PROFILE LISTING
Date: 9-14-2001
Time:
9:16:20
SIERRA LAKES
- PARK STORM SYSTEM
CALTRANS/CATAWBA/SIERRA LAKES
PARKWAY
- Q100 FINAL HYDRAULICS
LINE D - FUTURE RESIDENTIAL
Invert
I Depth I
Water
I Q I Vel
Vel I
Energy I
Super
ICriticallFlow
ToplHeight/1Base
Wtl
INo Wth
Station
-I-
I Elev
-I-
I (FT) I
-I-
Elev
-I-
I (CFS) I (FPS)
-I- -I-
Head I
-I-
Grd.El.l
-I-
Elev
I Depth
I Width
-I-
IDia.-FT1or I.D.1
-I-
ZL
IPrs/Pip
L/Elem
ICh Slope
I I
I I
SF Avel
HF ISE
-I-
DpthlFroude
-I-
NINorm Dp
I "N"
-I-
I X -Fall)
ZR
-I
(Type Ch
I
102.470
-I-
I
1522.640
-I-
I
8.300
-I-
1531.140
-I-
I I
49.80 7.05
-I- -I-
I
.77
-I-
I
1531.91
-I-
.00
-I-
I
2.30
I
.00
-I-
I
3.000
I I
.000
.00
I
1 .0
3.950
.0051
.0056
.02
6.30
.00
-I-
2.62
-I-
.013
-I-
.00
.00
1-
PIPE
106.420
-I-
I
1522.860
-I-
I I
8.302
-I-
1531.162
-I-
I I
49.80 7.05
-I- -I-
I
.77
-I-
I
1531.93
-I-
.00
-I-
I
2.30
I
.00
-I-
I
3.000
I I
.000
.00
I
1 .0
5.610
.0339
.0056
.03
.00
.00
-I-
1.33
-I-
.013
-i-
.00
.00
1-
PIPE
112.030
I
1523.050
-I-
I I
8.205
-I-
1531.255
-I-
I I
49.80 7.05
-I- -I-
I
.77
-I-
I
1532.03
-I-
.00
I
2.30
I
.00
I
3.000
I I
.000
.00
I
1 .0
-I-
11.560
.1782
.0056
.06
-I-
.00
.00
-I- -I-
.85
-I-
.013
-I-
.00
.00
1-
PIPE
123.590
-I-
I
1525.110
-I-
I
6.297
-I-
I
1531.407
-I-
I I
49.80 7.05
-i- -I-
I
.77
-I-
I
1532.18
-I-
.00
I
2.30
I
.00
I
3.000
I t
.000
.00
I
1 .0
12.980
.1456
.0056
.07
-I-
6.30
.00
-I- -I-
.90
-I-
.013
-I-
.00
.00
1-
PIPE
WALL ENTRANCE
136.570
-I-
I
1527.000
-I-
I
4.480
-I-
I
1531.480
-I-
I I
49.80 7.05
-I- -I-
I
.77
-I-
I
1532.25
-I-
.00
-I-
I
2.30
I
.00
-I- -I-
I
3.000
-I-
I 1
.000
-I-
.00
1
0 .0
I-
09/17/01 H-25
09/17/01
REFERENCES & MAPS
R-1
SAN BERNARDINO COUNTY
HYDROLOGY MANUAL
mm wlfavl�!=
AWN
INDEX MAP
'N
ti
i.
Ao T
i.
A
Alf
771
A
17,
ct
h
r. . . . . . . .
V -J- "Ziz—
As-
SRI
10
f"A R
A-
....... .
SOIL GROUP 90UNDARY
A SOIL GROUP DESIGNATION_ 11
SCALE 148POO
.-.- GOUNrARY Of INDICATED SOURCE SCALE REDUCED BY 1/2 1 HYDROLOGIC SOILS 9-20n"D LAAD
FOR
SOUTHWEST -A AREA
C-1
\11 C-2
SAN KRNARD
NO COUNTY
C-41
INDEX MAP
'N
ti
i.
Ao T
i.
A
Alf
771
A
17,
ct
h
r. . . . . . . .
V -J- "Ziz—
As-
SRI
10
f"A R
A-
....... .
SOIL GROUP 90UNDARY
A SOIL GROUP DESIGNATION_ 11
SCALE 148POO
.-.- GOUNrARY Of INDICATED SOURCE SCALE REDUCED BY 1/2 1 HYDROLOGIC SOILS 9-20n"D LAAD
FOR
SOUTHWEST -A AREA
R7W I I RrW ' { f-- 4 1 1 : r — - - — -
4N ( R8 —I —�— — + ., T•]D .a I I R / + 4W I h1711�` --I- R2W r -- r- -j -RFW
—{ + �. RIE — — — R2E
It
• .or I I _' it - -- � - ; � — — I— -. � -} T`� �~�R- . -t!{ — 1- — -
4 -�_� T°t• ' ID *-1rt -art R J I I ; I I I I ��
I 1 —. _ �y _ L..� I -- I I _ — � I � °o�K a1!yw� • � � 'sem' LaL I __ i — — v —i —
-7-
4-- l I n I z `az' I u'I• I+`•- f I -- - +/'s;C, � "�,�a - I� \.._ i I I �r
. — a�* <
J. I I I •1w To'wlo � � I �� ` a ��i„ I • 1. - i d` � i � _ _ �L � — —i — � _,J
.• ...
f 1 a j r• 1— 1 {' T L RRRORII ♦ t .'iT. • • I i _ — _ _ — — •'• • BE -1-1-
1 1 .' MrT d.i 1I • ,'�'• • ••• ••�•••• '.��, � marl L
IA
I , -�` � �` , - - �_ 0•.w t I I � II � ,jN/ j.OP'1� S 1
i
S,s I { tt•
I i � "Y' ,.�j � `. J _ 'T-" ` _ .,1. Li....: y , ae�i I - �•}°rj I /f- I
V 17 \ __ -+- .•,� — IIT; f+ •� - 1— — _— �f _ — f r . --ri -
\.LrrR
Too
It
t � � -- -� _ I I I � - --fi — - "del - '^�• - — f- � �_ - !>a► ' y • _ '� <�• 'F r � � ��--�-,��_T I M_
UPL Rw.leol�- «-- — -�
rO
AL
TA
70
ONTA loR!'• ••� • ! COLT di _ {f- -� — •
REDLAND - , Ir �; 1. _ T ps
- —j • ' ' - � ': LOVA tI _ °' t - .! i '\ - ?-
vy 45
•N.• •• I I 1.! j' � I ., • ,M,ARIOK ~.Z - - _ •I• ... .>°.D� 1 I ` '� �u � -, - -�
i «• ORR !R
I IY{ D[
2S _ }71.00
r• I
- I•'� - =. -- -- - I ERS IDE
• _ ryes• � ...�1� - -- -, -- ' s ..,
••' ec�� i'.......�.• .\ � � ,-, I • �►.►-�-.� R4W•R3 e..°�,.... • - - -- � - - � .
R2W �� R
-- • - - W CoLffty
sAN sERw►
DISTRICT—
Maw. R 5 VALLEY AREA
"T; - REDUCED DRANK DRAWING
T3S — — _ -- ''•� _ " _ aoHrETALs
SCALE III = 4 MILES
_ SAN BERNARDINO COUNTY
Yes -100 YEAR I HOUR
• t� I.17o • SAM ON 4iOCti NOAAAW R. ws
e I - - - -w -- - " w — y HYDROLOGY MANUALm
.
•••••.........................••• C8 ISOLINES PRECIPITATION (INCHES) o aeKs nt •s Iowa uo
In roaft 90111141.0 l!
1 L 08 SBd 30 R21.I/R24.3
.. vn�L.iJ uCIVu I ti! u I HERW I SE: ALL DIMENSIONS FOR
1, 6500.00 02' 32' 27" 144. 152 288.232
MEASUREMENT OF LENGTH SHOWN ON TH i S PLAN AREqgq Ll! ' 1000.00 02' 52' 08" 25.042 50.073 !<</Q REG 1 STEREO CIVIL ENGINEER
- IN METERS. 4 + 40+53.528 767.600 00'58.50" 6.569 13.138
CATAWBA AVE C CATAWBA AVE I 650.00 09' 11'46" ,-,5Z.276 104.327 . .
2. FOR COMN'LETE RIGHT OF WAY AND �
ACCURATE ACCESS DATA, SEE RIGHT 1 6500.00 02'15'23" 128.010 255.987' PLANS APPROVAL DATE
f • OF WAY RECORD NAPS AT D i STR 1 CT OFFICE. 40+38.239 - 40+38.206 I" � N a Itwm. r Ih:=
E CATAWBA AVE a E CATAWBA AVE ;��• 19 80.882 8' 31' S3" 6.034 12, 2.t., r.w"'..IInI Iw A"`m"r'N' *' f•,
1b[.1+ D1FTNr�wr�I.I.IrMN.N ?0,
3. SEE CONSTRUCTION DATA 1 LS FOR ALL a 96.553 LT 60+69.088 80.892 8' 31' 53" 6.034 12.045 «.w or ha• Nw .I..►•
CUL -OE -SAC CURVE DATA. -- -' IMP R UT - 3'55'17"
a + 2 553.000 18.931 3T. 847 10 490MMOIND AUMIATO 009110O1IiMK
SEE NOTE 3 8"
i C CATAWBA AVE 770.000 20.2 62.9071 125.536 "6j' 67 4V NOM AMoVAM AY[riR
v _ .• - '46:: 20 9i�MI101N0. CA. 9=401
o ..
o
p o END JAPER - - M 11 NWITALITY L11, SUITE 314
y W lE• 1.21 46 i ._ SAN URNMIND. CA 9240
m y O I i .7010 L -C-1- I I + 1 _ ' ' — x/' F 909-989-34" FAXI 90-689-4302
p W N R/W 1 DRAINAGE _ - - - - _ - TOE OF=SLOPE
W W EASEMENT
Ti -7 - r-
> i N,570829.30 f - _.
ac p 4 I. T — —?—� O
1 "C-1" + - — SOUND BERM }
1
p.
< " - ITI'L UL -1.5
160+01.196 " 1 — -� �6T8� T§1571 LT 462.94 cv a0
r
A C.
us
T " -1" CHP'ENFORCEMENT AREA - - / _- , C-1' 1 +00. rA
4 �� 94 W
o a-
+ . -1-- / vel " _ " 4i,1.23 I 4Gc.
r -p o :�rw = " "� TOE OFISLOPE - '*/ / END+TAPER4 3 ME Ig9.7TS J
<Z W R/W /� AC DIKE N71•ZS N6 27
-/
�uLa
(TYPE B C: t
JYI W gig 61 "C-1"' D_AE'DIKE (TYPE -D
c<i o _ _ 9C. BEG SAeEEt_ _ _ _ - _ - '` EG AC D I Kf_ f TYPE 81 TR OCE
N A
- x WE5.N0 E �
------71C-0ME�8pu
----- ---- - _ _
Z- RID
0 F --- " x 6 — r �r,,. - c
"C -I" 161+23.684 EC a
161
O N89' 29' SO" N 5 4IT58. 82 0
L c 40 ..0 p
rA z .iii. ^ +
Wt O O "c-1'1 ' + .c• 1 .. • N
= IN< rfpGu +38.884 +61.T90 .��._: :cc•.:c 1O
I M- O MIbIA 4 J. li:! Ific m. N r
O JUI — 3 ONC BARR 1 ER ;.�. �� WESTBOUND "'` ' �s
•" PE 60 Asa. y
Z 1+1 S
W f INP .ROUTE 30 .. _ _ I^
xA.
LLI
10 M _ 60+4 M U D C I ,'' c ; " _ " R7 45L•. 1 y
4 J+ QT ■
� I45 ROUTE. 301 i IAP ROUTE 30 4 6g BEG SAC DIKE K
a'atp •a
EASTBOUND �ADPIEKB) lI�
+i 2
M A t
........................................................ 83' 05'0 " •..
SOUNDWALL ,. 190. 77 1 NO 58 �E N X I' T
RAMP C-3 "; 459. Q
— — .-.:� — - �► 7 X500- R f "C-3" 61+60.00 - _
TOE OF SLOPE �.,� Aha sou - + o
ONC GUTTER Y _ _ 9� r
X •r.X'� X X X X X+ ;e_ X X _ —i5 • N! �/NJ
R/W .. �. H ! GHLANO AVE I - A- - �-<IW
' 7 •11 ,7• /-
65 LAA
6 /.CHAIN LINK FENCE 65+78.532 B G > ' I
TYPE CL -1.8 5AWCU)-$ JO ` • ;8 66+ 4511.7.
9 T' "t H 1 G AV "6 +30 cp R/W SEE NOTE 3 "' "
UAIr• m - •..: , 65+97. 906 C HIGHLAND" K + ' " " .�'~ ' AC DIKE ' e. _ T
REVISED PER EXIST R/W - LAYOU
0 f
vi
- (TYPE B) SCALER Ilya
ADDENDUM NO. 1 5+96- 039 EN. -2-3- +
DATED SAWCUT &JOIN AC 6 A Y TAPER LC
MAY 1 O' 199
7n .n .n en 1 .. ....
.i v��m uuM 1 h l.U1tVt UA 1 A e 01ST COUNTY ROUTE T'0ff VER FOTT S E TO
08 SBd 30 R21 1/024 '41 86 3'
NO R I A T I L
1 200.000 26' 59'35" 48.003 94.223
2 200.000 15' 03'34- 1 26.436 T 52.567
-
3GilY�! pTts>z
etilC REGI •EO CIVIL ENGER `et4
.++ B�1B11 rsc
W. Iii -
e r
t t L: - PLANS APPROVAL GATE
\i IC • l` 7 Tin shN N OellfwMe or I" efneen * I
f ? 462. - _ ,, r. ( `II'z. ci' ib�. 6 . _ or e9mte .LII flet• N r.q.»ul• far +,, VI
,►
= i 1 463. ' 3 + Nr 000FU r r emplefellw N NeehtilN '� er tl�M�
wolm of 1Nle Play eNeeR.
- _ tt 462.8-
IMULUM
0 i 6 _ 61 +T 1.641 EC HC �j c 463. eT _ 4V M" IAIug911EA9 AVOW
}- 1 \ _ j _ -46 $0 9ERIMRDINO. CA. 92401
1 d n62. 29 ~~ i 62+00.000 HC 92 - _ _ - _
m H 4E•1.28 I R/M _ / I - - - _ _ 14 �9L�22 SAN BERNARDINO. CA 92408
UITE 314 .
1 61. T6 / 900 MM R I SER
W; ( _ + . = J - - _ - - 2 ��' - 909-689-3466 FA%1!09-e99-4302
W < 0-0. 37 + j O - O
D: 0 00 -MM RISER
a5z. o
x 460.86 r--� b 6
�i�'�IM c'• '
1-
. 7ppRRA I Ny1GE 461.30 �� i
LASEMENT-, ,n c 466 4 r vl ,^
a- -�46 W f q62 >d
W m o R/w - - ... z
<W O Lib __4w
Ii� •�
z W RC- 14C
C4 .28
<o
W- : ,-•=- - - - - - _ _ _ 6t 0 462 WES�BNO, EN -•�� -_�'
_ - x
x W - - X �° {! 61 0
.27 W
OW
z b ��, O .2. I y
-460 - 1
Q 4 h
to R 4160 d A"
< t f . �S? I 7S
;,i 459.25 460. 26
Cl - p
yl 459.69 ti
Q 2 458.62 459.06 20 460.69 46 .T4 Cu
+
Z W .53. WEST90UND 460.23 -o. t e . 460. IC
z EU.II t
J4" 16 045
458.x. i 45 .c c -• 460 24 -� �•
FUP RO 0v.
vmy
_ ...,
t 41 ' \ i W
S7. T9 J 4I 1 8 6$
45T. TT . t I 1SsTB0UND
O r.1B t 4 I 459.71 4 459.84
4. x53
22
0 4a
�5 .27 b 20 459.65 ° d
46 - 459.59Z .
o '
Q m 58.65
4.
OI 457.3' T 1 458.08 458. I "e
456 79 435. '6 4k 8 2 j f 59.27
1 a % 45E.':9 456.76 457.22 % 45 7Cr-_x.. S7.o% -.�.__ - ...ISE. 4 - _...458.18
c s -�-- - -- 4GHI. !�l(3 AVE - :S7- -�: .o--~. c� ass. c; -- +sa. 7 _..�__ c
7 _ - a L ztolrT
Contract Change Order # s� '�Ll 66
4,;8 _ a5a.7d -xIn 16-
W
_ �a:- -W W
�In vZi
SANBAG #00-023 Segment 7 -
DRAINAGE AND CONTOU'
N Contract # 08 - 443604 ," " GRADING PLAN
Sheet 5_ of 14 SCALEt 11500 D-3
1 FOR REDUCED PLANS OR-IOINAI. 0 zo +0 60 e0OGN_cllE •> 1=\21TS\cca.t\Croim811360i0_ecnl.oan30 AUG•t999 t0=S9 Cu 08235 FQ •'�i�nl
WO
In
zw
'32 kc
ct0 o u
W44
z 0
w
x
to =
> `s
O
O
7'
458
1
°C
S-1.0%
E-3100 mm
468
458. 161
a
458.105
L-3900 mm
H
J
ELEV 8
457.667 FL
4 8
H
cc
W
6
C�
P
9.5 m RCP
+ )
458.486
ELEV S
S-0.50%
457.519 FL
Zm<
M
PIPE TO PI
to
IDENTICAL
CONNECTTIONPE
AP INLET W/TYPE 2 APRON
DRAINAGE
SYSTEM
NO 0
;
H-2.080 TG -461.800
J
> r
MH NO.4
rr
m
— aJ
RIM 461.980
f 40+42.022 7.121 LT
464
(N�-PjI�L
A-40' (LEFT)
ve
N
464
A-75' (RIGHT)
AP INLET W/TYPE 2
O
«<
CO �;
0-750 mm
H-2.030
.4 E
464
C-2500 mm (LEFT)
TG -461.800
p
v—
0
C-1500 an (RIGHT)
4 th 464
O
S
F
462
<
Ow
0] Ip
462
J
ti
+
L<7O °
� J
Cm
I--
+
—
oI
c
-
4/ ~A
460irk
d
U U -
62 -, ..
I
460
u
(a1
Io
462
I NM
b
-
-_ - -
- -_ FG _
H-1.100 m
OG
O 1500 mm X 2.4 m AP
_
1500 mm x
460 S-1.00%
c
43.8 AP
460
a
BULK HEAD
SGD D-30 mrt
OG
PIPE END
1N SAG
458
1
°C
S-1.0%
E-3100 mm
468
458. 161
a
458.105
L-3900 mm
H
J
ELEV 8
457.667 FL
4 8
H
457.567 FL
6
C�
1500 mm x
9.5 m RCP
+ )
458.486
ELEV S
S-0.50%
457.519 FL
Zm<
AWBA Ave
PIPE TO PI
to
IDENTICAL
CONNECTTIONPE
AP INLET W/TYPE 2 APRON
DRAINAGE
SYSTEM
NO 0
;
H-2.080 TG -461.800
ID
MH NO.4
rr
RIM 461.980
f 40+42.022 7.121 LT
464
(N�-PjI�L
A-40' (LEFT)
ve
--
464
A-75' (RIGHT)
AP INLET W/TYPE 2
APRON
<
0-750 mm
H-2.030
I
O
C-2500 mm (LEFT)
TG -461.800
O w
6 d
C-1500 an (RIGHT)
J
O
S
DI -1500 mm
462
_ 1 -
Ow
D2-)500 mm
458
O_ d�
457. 144 F
468
1
°C
-
E-3100 mm
468
a
1•-
L-3900 mm
H
J
J
J
H
6
C�
-
°>
+ )
466
�
Zm<
AWBA Ave
J
to
on
AP INLET W/TYPE 2 APRON
Od M
;
H-2.080 TG -461.800
ID
rr
In
M
464
(N�-PjI�L
+
O
--
464
IV
FG
<
n
I
O
Z
ci
O w
J
O
S
_
462
_ 1 -
Ow
J
462
J
ti
=
IrI
� J
O
Z
+
—
oI
=
z
-
460irk
o�
N
I
460
u
ilk
Io
h 750 mm X 4.7 m AP
I NM
b
_-_-___-----
5-20.00%.
H-1.100 m
459,720 FL
0 750 mm X8.0 m AP 4 8.78
S-12.27% .�- ✓ (01rUTI
DRAINAGE SYSTEM NO (D
462
REV DATE REVISIONS
CHANG 1500 m iP �ZE
460 -r
m
1-
M
N
456 M
i0
a0
456
m
466
464
462
460
458
lithr
Qt,
600 mn X 37.0 m RCP
rlrL IU
t=./ O CONNECT I ONYX
63+05.180
Qi HIGHLAND FACILITY
DRAINAGE SYSTEM 140 Fj2
1
v
-
1•-
H
J
J
J
H
J
�
W
J
to
on
m
ID
M
In
M
V
N
O
--
IV
FG
n
w
O
Z
ci
O w
J
O
S
_
lef
Ow
J
�
J
ti
=
IrI
� J
O
Z
+
—
oI
=
z
-
G I IT'
SGD 0-30 mI
OG�-- INOL�
N
I
o
u
Io
v
I NM
b
_-_-___-----
H-1.100 m
_
600 mn X 37.0 m RCP
rlrL IU
t=./ O CONNECT I ONYX
63+05.180
Qi HIGHLAND FACILITY
DRAINAGE SYSTEM 140 Fj2
71 Oh 13. mm x / 0450 m x
13.6 m AP// (nfPE B) P
(TYPE 8)
9 4 • •58.733 FL
450 mn x 21.2 CSP 4
S-24.05%
IDENTICAL
\453.69_6 FL
ELEV S
FOR REDUCED P, a.x � • • - .....
)8 1 SBd 1 30 R21. 1 /R
3130/
REGI REO CIVIL ENGI ER
u
PLANS APPROVAL DATE
llu fM- N 01111" ill r its -trtara i
r e"v! dwl I IN M rsgmp~ble tar
ae/aa M i ms Plw drat.
427 MOUTH A8RDMWM AVE"
UN BVINIMIDIM. CA. 92401
12TS W. "OSP 1 TAL 1 TY I.N. SU 1 TE 314
SAN BERKWINO, CA 92406
909-889-3466 FM 909-688-4302
462
460
458
Contract Change Orde
SANBAG #00-023 Se(
Contract # 08 — 443604
Sheet 9 of 14 j
5uu u-30 mm
H-1.150 m
- FG
450 mm x 19.1m AP (TYPE 9) 0
DRAINAGE SYSTEM NO e
462
460
458
456
(i)&g Drab
DRAINAGE PROFIL
SCALE: HORIZ 40001
VERT 8001
lr
v
-
J
H
J
J
W
J
on
m
ID
e4
In
M
N
--
n
w
O
Z
O w
_
S
_
S
Ow
G
�
J
J
1I
� J
O
Z
mm A
-TYPE 2 APRON
w
+
s
-
m
+
z
-
G I IT'
SGD 0-30 mI
0-
H-1. 157 111
o
u
H-1. 150 111
+
-
SGD D-30 mrt
OG
1N SAG
-�
H-1.350 m
`
71 Oh 13. mm x / 0450 m x
13.6 m AP// (nfPE B) P
(TYPE 8)
9 4 • •58.733 FL
450 mn x 21.2 CSP 4
S-24.05%
IDENTICAL
\453.69_6 FL
ELEV S
FOR REDUCED P, a.x � • • - .....
)8 1 SBd 1 30 R21. 1 /R
3130/
REGI REO CIVIL ENGI ER
u
PLANS APPROVAL DATE
llu fM- N 01111" ill r its -trtara i
r e"v! dwl I IN M rsgmp~ble tar
ae/aa M i ms Plw drat.
427 MOUTH A8RDMWM AVE"
UN BVINIMIDIM. CA. 92401
12TS W. "OSP 1 TAL 1 TY I.N. SU 1 TE 314
SAN BERKWINO, CA 92406
909-889-3466 FM 909-688-4302
462
460
458
Contract Change Orde
SANBAG #00-023 Se(
Contract # 08 — 443604
Sheet 9 of 14 j
5uu u-30 mm
H-1.150 m
- FG
450 mm x 19.1m AP (TYPE 9) 0
DRAINAGE SYSTEM NO e
462
460
458
456
(i)&g Drab
DRAINAGE PROFIL
SCALE: HORIZ 40001
VERT 8001
T 78 25. '
-) 41.5-c9
02 15. 151
343 LT 40+53.528
:A TAWBA AVE
52,379 L) MET E I
X53.528 WEST CURB FL
8, 2W END • SW
T CIQRj FL
0+30.711
WY 40+30.711
25
+
., 1.
+ 5
1.840
UTTER
I)
40+04. 190 BC
AVE
WEST CURB FL
528 a
1 I. 583
461.054 ( DWY
461.028 FL
w
SAWCUT .
.SEE SHEET C-1 �
4.514 RT�40+53.e528
t 40+54.528 EAST. * CURB ^FL
5.945,�RT t DWY
d 461.963 FL (SEE. NOTE 2)
. n
PLANS, t
The State
or owt-3
th. Goor
o *100 of
SAN BERN
427 NWT
SAN BERN
DMJM
275 W.
SAN BER
909-889
.......6...096.....RT....,40+3�8: 208-
t CATAWBA AVE.0 d
46'1.932 FL � o
-• 0 206---EAST••..•CURB FL 1 W
N O 12 18 W
4.077 m l
-------------------------------- --
6.096 RT 40+34.212 EC
A CATAW@A AVE
461.862 FL --'
40+34. 13 . EAST CURB FL ; --'
-
-
-
op
6 "
-
9.074 RT 40+18.
go
CATAWBAAVE
do _ . 6 I. 551 FL 40+
\ --do 'EAST CURB FL
A/6
IlK
i�
• 1
♦
1 ` ♦♦ ..
%A/6
A/6 1 40tQa.000 t CATAWBA
+
1
i
R/W
11,583 RT 40+0011
CATAWBA AVE
461. 199 FL
40+03.739 EAST
40+00.000 BC j
461.431
.,-
39+7,2.8841 -WEST CURB
39+89,-8!6 EAST CURB
-S24° 18.'.01 W
93 13EG 5W,
46x0 9 FL -- ,
BULK •HEAD
PIPE END —1
ELEV A
459. 511
ELEV' S
\459. 8�_6 458.848 FL__
ELEV B
458.748 FL '
1200mmx 9.5mRCP
S=0.83% — ------
458,669 FL _,•
-PIPE�TO PIPE
CONNECTION
IDENTICAL
, ca
45
DRAINAGE SYSTEM NO 6
MH NO. 4
RIM 461.980
-4$�-42.-0_2 _ _._------'--- _'----------._._.____ A = 40° (LEFT )
J CATAWOA-Ave A=75° (R 1 GHT )
-- �B Zt L� �.7 3� .. B=750 mm
oil "a�_ SOD 6 d C=2170 mm (LEFT)
C=1270 mm (RIGHT)
D I =1200 mm
68 D2=1200 mm 46
__.._._ E=2870 mm
• N � `=343v �rtn
66 ,.. __.. t RT
. . . .. . - 7..708 . "" ' 0 46(
Z ago a / CA TAWBA Ave
_ 0 a AP INLET W/TYPE 2 APRON
0H=2.080 TG=461.800
S=1.0%
54 a +' 46'
�-- 0 ,Q
cnvv OG _..
FG ------ / �.{
°1 Q ,- - -- -- ---
750 mn X 4. 7 m AP
•0SOW,- •• h 46C
y -{,o, zL2-_
. FL /
. 459 720 F
Q 750 mm 90 e- m• .AP � o irL-n
ic
(LEFT) ELEV S
DRAINAGE'. SYSTEM NO 6
RTS 7n 17\niY
HYDROLOGY MA8
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1615 Fax (909) 356-1795
®l®®11®11® 1®=
E
U IWUXVWW"�- 'EiTI-FIT
i
Scale:
1 "= 100'
Date:
SAN SEVAINE ROAD STORM DRAIN FEB., 200,
1 1
FILE NAME: M:\DWG\12903\H&H-3.dwg
t
w
O
O
RTS 7n 17\niY
HYDROLOGY MA8
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1615 Fax (909) 356-1795
®l®®11®11® 1®=
E
U IWUXVWW"�- 'EiTI-FIT
i
Scale:
1 "= 100'
Date:
SAN SEVAINE ROAD STORM DRAIN FEB., 200,
1 1
FILE NAME: M:\DWG\12903\H&H-3.dwg
5.3 AC
APART
y
0.4 AC 13E 100 _50.91' SFS
j APART I
Q,00 =66.5 CFS �, {
14
ELEV=1418:0
.-
14.1 Q'°° =70.4 CFS
ELEV=1404
II PROPOSED STORM DRAIN
i!
f I�
tl FUTURE
M DRAIN
APART II LATERAL S
_
Q,00 91.4 CFS
15 li '
rO.5ELEV=1401.95 AC
.11�II II
H APART f\� c --,,N,
rl
RTE. 30 FWY
v 9�r v,
ART
12 Q'oo =33.6 C
EUEV=1425
�--(1420) AP'y 2,28-02-r2o
8.3 AC
COMM
E�
228 -02 --DO
ULTIMATE Rl,�2S
J
N !
4 }
I
! U URE C.'
Q ,00=93.6 CFS ` I
15.1 r4.7 AC ELEV= 14001 5-7 I J
I
Q , oo -113.2 CFS
16 ELEV=1398--7,\
I y
1 __..I _ '-ter- -e-tom-ems ts�-s-•.-->�-��f�•-� 'tip -tri- -ate--� ts��--
40
I� I PRE ON i 1 1► (0100 A
0.6 AC
1,
7.6 AC ___--
APART.
Air 14ft
AF
EHSIT TOP OF SLOPE Scale*
THIS AREA HAS BEEN GRADED
SO THAT FLOWS WILL DRAIN
EASTERLY TO EXISTING C.B. ON THE
NORTH SIDE OF S0. HIGHLAND AVE.,
1000f EAST OF HEMLOCK.
!
,
=1 -- - -
1
E '
I
(1430 I
1
i.
I
t ft 1
I
I• - I � f 1 20 � ' � t 1
r
Q,00 113.2 CFS r �i
16.1
ELEV=1396.5
AC
FUTURE
FUTURE C.B.
16. Q,00 =1 14.1 CFS
ELEV=1390.0
17 Q,00 =144.3 CFS
ELEV=1388.5
.
FUTURE C.
17.1 Q,00 =149.1 CFS
ELEV=1376.2
I � �
18 Q,00 =198.1 CFS !
ELEV=1374.4
I
1
I
m
3
.a
v
0
N
cD
N
J
0
0
0
d
_.....��
sI r
O. RING3 DRIVE
s:
= �11
m LINE. SE
ti ,Sd 4
St!
yvt.• . .
ti °•
i
ttP.
6
1000'
10 ELEV=14451
I , ► I I ' 2524
®®®®ME®®No=® ® t
I I I I !I Is AI PAA IN
Maio.
)"
IN. WNW
0.8 AC
0.8 AC ' IAPA
APARTJr
_100,,;.
�3; 0) I I
I
• 1'
!I 2.1 A I l
r '
ACRES 5-7� I I
13 f V,
(1,385)
PROPOSED STORM DRAIN
I Y- A; I !
' ! ,Apf . %=f X01® ACR � S
,C�f / �� APN 228--P-�07 ; f
FU I I j
EX. C.B. RE C.B. I I FUTURE C.B. �. I
=
Q,00 198.1 C - "��_ " •% I
18.1
E _
LE't�•--1362.-3
19
ELEV-13
�• i I i
� t
tI�1, STO M DRAIN
I
LA- RA
I
t
f
I
7
o
1
!
i
I
1
I
I
s
4
,
I
i
19.1
Q'12 .8 CFS
EL EV 1352.7
2® Q,00 =274.3 CFS
ELEV=1350.9
\ I i
6.2 AC
\ � l
APART -� -
� t j
I
--- -- i l2.1 �C-
FUTUAE
.
5-7 I
' i f
C.B.
ELItV=1340.3
,
21 Q,�O =, 12.9 CFS
EIIV--1339.1
!
I
1
i
4
.LE<ENE>, !�
I
=11110. INDICATES DRAINAGE FLOW j
INDICATES HYDROLOGY NODE
5-7aF. INDICATES DWELLING 'UNITS PER ACRE
i
r
,
0
%
I' I I I
I' � APA � � ' 1 I � I' I►I
I ;
0.6 A0
FUTURE C.B. - -.� s t 'j (1375)
1 10
I r
.
Al
ti
0360
� FUTUREI ST
LAT RAL
Room
t
N - - -----
O
---r-...--
---
O
5.3 AC
APART
y
0.4 AC 13E 100 _50.91' SFS
j APART I
Q,00 =66.5 CFS �, {
14
ELEV=1418:0
.-
14.1 Q'°° =70.4 CFS
ELEV=1404
II PROPOSED STORM DRAIN
i!
f I�
tl FUTURE
M DRAIN
APART II LATERAL S
_
Q,00 91.4 CFS
15 li '
rO.5ELEV=1401.95 AC
.11�II II
H APART f\� c --,,N,
rl
RTE. 30 FWY
v 9�r v,
ART
12 Q'oo =33.6 C
EUEV=1425
�--(1420) AP'y 2,28-02-r2o
8.3 AC
COMM
E�
228 -02 --DO
ULTIMATE Rl,�2S
J
N !
4 }
I
! U URE C.'
Q ,00=93.6 CFS ` I
15.1 r4.7 AC ELEV= 14001 5-7 I J
I
Q , oo -113.2 CFS
16 ELEV=1398--7,\
I y
1 __..I _ '-ter- -e-tom-ems ts�-s-•.-->�-��f�•-� 'tip -tri- -ate--� ts��--
40
I� I PRE ON i 1 1► (0100 A
0.6 AC
1,
7.6 AC ___--
APART.
Air 14ft
AF
EHSIT TOP OF SLOPE Scale*
THIS AREA HAS BEEN GRADED
SO THAT FLOWS WILL DRAIN
EASTERLY TO EXISTING C.B. ON THE
NORTH SIDE OF S0. HIGHLAND AVE.,
1000f EAST OF HEMLOCK.
!
,
=1 -- - -
1
E '
I
(1430 I
1
i.
I
t ft 1
I
I• - I � f 1 20 � ' � t 1
r
Q,00 113.2 CFS r �i
16.1
ELEV=1396.5
AC
FUTURE
FUTURE C.B.
16. Q,00 =1 14.1 CFS
ELEV=1390.0
17 Q,00 =144.3 CFS
ELEV=1388.5
.
FUTURE C.
17.1 Q,00 =149.1 CFS
ELEV=1376.2
I � �
18 Q,00 =198.1 CFS !
ELEV=1374.4
I
1
I
m
3
.a
v
0
N
cD
N
J
0
0
0
d
_.....��
sI r
O. RING3 DRIVE
s:
= �11
m LINE. SE
ti ,Sd 4
St!
yvt.• . .
ti °•
i
ttP.
6
1000'
10 ELEV=14451
I , ► I I ' 2524
®®®®ME®®No=® ® t
I I I I !I Is AI PAA IN
Maio.
)"
IN. WNW
0.8 AC
0.8 AC ' IAPA
APARTJr
_100,,;.
�3; 0) I I
I
• 1'
!I 2.1 A I l
r '
ACRES 5-7� I I
13 f V,
(1,385)
PROPOSED STORM DRAIN
I Y- A; I !
' ! ,Apf . %=f X01® ACR � S
,C�f / �� APN 228--P-�07 ; f
FU I I j
EX. C.B. RE C.B. I I FUTURE C.B. �. I
=
Q,00 198.1 C - "��_ " •% I
18.1
E _
LE't�•--1362.-3
19
ELEV-13
�• i I i
� t
tI�1, STO M DRAIN
I
LA- RA
I
t
f
I
7
o
1
!
i
I
1
I
I
s
4
,
I
i
19.1
Q'12 .8 CFS
EL EV 1352.7
2® Q,00 =274.3 CFS
ELEV=1350.9
\ I i
6.2 AC
\ � l
APART -� -
� t j
I
--- -- i l2.1 �C-
FUTUAE
.
5-7 I
' i f
C.B.
ELItV=1340.3
,
21 Q,�O =, 12.9 CFS
EIIV--1339.1
!
I
1
i
4
.LE<ENE>, !�
I
=11110. INDICATES DRAINAGE FLOW j
INDICATES HYDROLOGY NODE
5-7aF. INDICATES DWELLING 'UNITS PER ACRE
i
r
,
0
%
I' I I I
I' � APA � � ' 1 I � I' I►I
I ;
0.6 A0
FUTURE C.B. - -.� s t 'j (1375)
1 10
I r
.
Al
ti
0360
� FUTUREI ST
LAT RAL
Room
� DRA
N - - -----
--- - - �
I O,
---r-...--
---
---- -i
t !_
1 ,
i ;III I~
rO.7�AC
1-7APART I
i
,r
�6' ( I' I ►ji;
19.0 AC
t '
I
APINJ 2,28 -JO -J-00
PROPOSED STORM DRAIN i I! i i ------
0) -----
�I 1
FUTURE C.B.
(1360)
jj1 !
FUTURE STORM DRAI'----
LATERAL (1355)
0
•�`-' I I I I; I
APART A ,
1® I I. I1►
I APN 22B--DJ-18I APN 2223 D -D I APN .228---D-J-'t I APN 228 -Di --14
J � I t ,
', I
It
FUTURESTORM DRA N j i I I I i;
+
LATERAL
x
r } Q,00 =332.9 CFS
ELEV=1325.7 I� I
�. t• I# 1
I '
(PROPOSED STORM DRAIN
FUTURE C.B.
! I
!I FUTURE C.B. I
Q,00 = -335. CFS
ELEV=1321.0 I ¢ I
►�$}-AVENUE--AVENdE----
RM
ISTI 'EX +•.
N ASEL ENUE SWALE
.o... ...:i. .... _.r, BASE UN':' RD.
' l ~ �- ___-_._-._..-
----------- _� _ _ _ _ �� ��- �-......___--._._.....__f..--------' � .__-�_ _ Y_ �,_r
�+ I rpO ti
Q,00 =335.7 CFS , �.
22 ELEV=1317.7 i; _:_-
`= Prepared By:
a s: _,i ALLARD ENGINEERING
Civil Engineering - Land Surveying _ Land Planning
8253 Sierra Avenue
Fontana, California 92335
` (909) 356-1815 Fax (909) 356-1795
HYDROLOGY MAP
FO
R
Scale:
1"= 100'
Date:
SAN SEVAINE,: COAD STORM DRAIN FEB., 200'
FILE NAME: M:\DWG\12903\H&H-3.dwg
�:)
�>
-<e.
-
'r.
,!
� r.,
,
I
I !,
. I ,�,
ry `
it
Q 00= 3.1 III Qioo= INITIAL i:
)
210 200 '..
....7
.- -
...
,Z) ...!.:.*" -
(3 0 EL.= 1565.6 EL= 1572.8 ` _... .
.. ;
-0 N .. ....... .........;. ...
... ..
.
* I .....'.. . .. ... - - -- . -
I . �-...,... .t-'......... , * * ....... I....., � .. - ....., - .- '_.. . ... .... . .. ..... ..... 1. - .... ... . . "........... ..... ... . Z...
�-.;-. . . �:. ... ;..- / IRD7. --: - : m-.-*t-,:..'��%* . . .... -.-:.t--.:. ....,;� . . ;..-.1 ... . ... . -1 . ...... I.I....1--... .. . ..... .
. 777777.7. or -:::,*..;;;.' .. ; . t�:., . , ...
..t� ..:. !I -
, _ 1, - - -j::= --:� ==: - . . . . . . . . - .. -*-Z=�l_,:--.--V---:.;�-.=:Z..zz7z=�- ,---11
t t. =_ - Z� mxz=� -_ -==�=��%,=_,r -_�=.-_-_:-_=.;:-_=��- �------=z=�t.,,,=�===.---.�.-��--;=: .:7.-Z- : =- .- . �:7�� - ,
, e-= __xt _� �_ ��
..'. N =�_-_v
1. 4 ,
I
. 111111 - 'q .
R
R
R
. 11% , "'_.�
... t
I
.
..
" * �� . ! P,
.1 I . I ti�_:Ir 07 n-_ -!. . � ,
�V�- -6 r��rlllle . . I LZROW-M 2, - I 'A
_/pl�`_'�% I I uim .:-11 -7:1,
;. " .'.
- . 11 , p _i_�'ffiEl * I. — =� 1. I i 11
.
I_ ,1- .1 'N ,*; 14M i ". . I .,Oe.41111111 I F_' , . ,
. 0`5'30 , 'a A I I —i ffiffi � Eiiffi__113 I _0516N_0,14_m�; kae-5-4—n- I 1 .,_ i �i R 1, L.Im�llaffil NJ i 9 , � -. ( Id � .. ...;.
11 1-1 i I'll, . i . . . -
�,. ,
. . .1 .... 7 L=690 .. " .. , 11 .
. - - ... . /. _!�y `,"., ,-,�.-:: .-
, � .... - ... . . I . - . .. I
,I- -_�-. . . -I... . - .. . .. .... - .. . . N
51 . . L=650' 1i � ".
- .. . - ; _1I!rL1v;1 COWL . . � I k c I I ; ___-.--_-_____***_ .., � I
I . 6. ' -,M�t sx_,A7p..?;.7,0:rh1 - , I�M�M_ ..! �.s �r� g4�V-,M%1. 44E� f. r � . - - ... � .- ..Qu - -** , " . - . I _�- -,.. ..�� . _ --..---. "--- . ,
- . I'll ri_% �_�__Ilr I � "it, I A. - � ,% �____ . . , � t_r*r�y. I :ov. - rMzWeit�'p-a .1- � 1\1�1m��Mm_ . -.4'... =_�M____I_J%�rl
.7b,er,:�11;;$,j7.,'..-;_ M22M . -- - -1 ..___._._. I __.- -, --:-,:., I
1. ��-q__ - , I �_il .-I �z,-�:�..:-t--,,�m.;,F2i�-�.�.;I*�.,;�l?i,:X,-.,���tt��'4'�,'��A-t.-:�,.P:;;�-��,1'�qi,r,v ,� I, . .....-_--..___.__ - _-_�.::.:,-- .----..- ...------ _**__,.,_...._.. 1.__-_-__- - .
J",',p ,'.f.i.,, p� M_', _�, '... ,��.=
4,0 - t ,-�,� qTf. z 71 1= I - I . . , , - � - .)� __ - i -
'i ,
I "A ..-, . - I �1, �_i7e 1k )41g7i - *1, . ;�V,�. 1'_15f .111M ,.%; , -, I
" - I T: Z" � .- --RMAM,-`�* , we , , 1. . Z,
,
. , . ". "I'V, _ � I� M i I . INI��Ioi*,;R , S JIMM&N-, IT
,.!�Z, �N ,�zs . I E , M _4 MT, I M 't.
- I a -.�p -ji, - . , m _ _.. , - __ - 1-:1 - 1'�- -,
- _ , I - I �,,�. ." .
" - , �,_, V, ! . � -.--.. I ,�. I
. , I" I '. 0.;N _4 - - . - - ME "-
?:? - _ �11 A
t5 111--_ , r ".; � r6 . t I I I
- 1,; �gj 0 � �1� _. .... - I, ---
I i, . - . - . ..-.. _ __.___,___ W .---.., ...... 1, -
Ic L. - zi�_ . '� - . . 1_� ___...____._ _... __ _-_ -........-.,-.-,-�-----..--..--.-.-.-R ,
't", I -i 'A� 0 V. �_� �... .. - , I .
. � �z` 1�� �nl t., ,�.
T. / ; 1. ,i ... . - - . ..
; -1: ;�11 �& , __ .11, 1 4-,o- �� � - .1
,11� .
', - .
.11� ', _- , - '� . I ': � ..it�. I ---.-.-- - .. �', I �".. .
, ,
: " - :_1 I . . � �_rm% 61\ %. * . i
; .,, I I V`11 ,_,_U�'_ 111� , - ,
I.... `� , �, i.i 11-11" , It - u *1 j� -I---_,. .- 0 ..N I
, � .t'li I ill . 1; I , -14 A_1� 11- , I... - .
. . 1. -"�,_ A I . 1 1 Q 0
v ��, ^ , 'f ff '1q. , A _ I - , ., . .... .� ,
. g� it_'_4 -, - ,�, ;� .4:��, ',,� .tg- \ - " -, *.. .1 f *z
I �,, , "'
I ,., - � -
-I ',� . . - I -
� i��,._ C 1 ;.9
.
, I �% ... - i��. L* 11.11 v .i�,,; ffiz " ,ft 11 '..
- �R_1. " � IV" .
I 9 M __-
I . - i . -..% a, 8 -T !�`
. - � . i , " . s
11. .
- I ". - q ---.... ' .- __1
`�-,`,�, �_ f I , ZOO 01 , . 1� --e- 6 ,.--. - I , -,
" 'i. ,g-,p5l i-;.��.�i�- g IRI� !� p__ wftN _"_.___.__1.
( � , � I - I
- il
.,. .
- '.
-
1'tl� _1% - 09"
_. M. � rl,� �V , � -,o 1��_ 0,*--*--, ( ,".
"
.1 - �!3'% , I .......... PAR, K �- 3
1"V-.,,,, �, i " V - I 'A 5 : .1� % - �
, 1 -,i� .P., " '� , , 1� Q I ; -.,.
, I'll
- - ,-� I __ r�.I:, �R - t1c'' X: ", �� I Z
.� .,�- . -1 , 4;; 0 ...'
- - .;�-- .�,,�
�:i�;�:,�, � - - e 14- � �. . �, - i -,I
�,,� . I- I , 'IV _�,!�, _...
�?.__71Z- �11.R r11 , ,� i�� t. 7 " .1�1 _.. , 1�
-�� V, 1j . , : 1 - 2 Aft$ ,
- . . �$ il`�_' " 1; " 11. * , _.
I � . I , _�__ - , I , I I - �
-10, :��_11 V -M., 3 '%hi L _-_ 30 1
1 11;
.,. - ,; - '. R I � . , * --^ `� INV. �"� -M
1,� - 1% ,v , 1-4 - Z-.. -4561- . 9,,__��_;_,_ ,----j -._-.,__-----_-_
- N - ,.� .-,--
_1\7�1'- z '!*� �" g. . . i 7 , t � ,.--
a- I ,I, , N, , IV ve,�
- '' r,��,71, .3h - - -,---.-..-..-. 705-0 �___ . z'�� . k
I ,� ._ , . lix . . ..
I �. .-fla-1 ,,- "
1�., , I i,�!',.�, S�_ , ..... �zi�,,� -;� - - �
,
-- - "" ....;,* , () ;'Y i`,� , - � I � -
. -1-11-1 �170 - - RN . �t w M, *
-A .%. gN .-
... 3 " g ;t. ,�f
, . . . -i ;,.*- ,g � 5 I i .11 " M V
� - . �Til��' , . ,6
- I! _, -
I- ..-__;V��, I . - __
.V.- * , �'Iv._ .1 : .. , I . �
, -
.. , . :", I " _� ,� , ,,, , 5 - N -.5- ,
,
� - ,V-vx i" : . `t- - , " M L , ,Mo ,.,iM , - - , , 4 11 - , ,
.; . . . �.-' - g -71 1 mmly �!,� t - I. vilall
. .. � i " .;, N_,-�-?7"-!-_.'-,",- -.-E, - 'N �, �, 'I,- - ,�
. ��' .-\ .. �* I §' .4 . ,z! -, �,.*,;,. " � _�,�, ", &R__ � - , �- ;
"�" "_ L, t .. M
I - .,q .ZM-,-?�'? N,,,R,� M M.R., X " , . ,
, - . ,�
. , ..
.
.. --::! .--., .. . .� I -.-., ,,, .
. V 114�0,Rffi, " L I iR _01 , ,
� ,� I A, "t.."M .r - I" QMM , , :,
. IVI.Ji, 1. 'F��F'(-'-!A�;. ,-,.,7 -,**O�- ,; i . - .,! � `- 1� - *a .A:� .-
g, -,� '� : - 'M , 1 - -11, .... . . , , � - -
I - �_, I w ,. I ; I , I 1 114' .A�q!-��,�--,�-'Y,, ME -IM-0.1
0 1 .'j, t '%, * ��_� . I - I ' '* _- - N - N
;�g � . "
N _;111,%1, 711 .,. .. . t,i, -1.
, : ,
- -
.1 — \ , ,�-.-, V�(iffi � WM1=0i ads",
, -
.;a . -
,-� MEIN,: HIM,
,�, -11,�
" . �41'z�__zlc, ;� , & � %-.1 'y . lmmi ra-wommurm ,
. " 'I,- 1"' . . �%, ,Iv 7
, � . _,,
Vlle� 11 'e4!?,_ - - ;I 0- .1 � ..-.. ,.,, �, .6. ,- :,-:.�-_, 0&��_�m-, ---,;��,� ,�,rs- . :, R . " __ .. , I �
IV , ."-,-gs ,,V1:A--r_-`7� , - -
4.1 -..,. , - .
;*;N _41--.1 I- 10m f"".1, , "y - - .
.,�, . _�p�, - ...-. —, __.- _____,.. ,_1�.1__-1TXR1 g1tIM - , '��: .
.
,;. - I ," 'r� - -- �� ��Y�,,�
R
., . 0 .----- ." " i� , �. -J� - .p .
11 ,� . _..;� - "It -,, -, ,;. ,� I
-,, I , . - MM 6 � '.
� ff
I N'. Al� 9--Z = I ,�
� .1 i ,pg-,�F,v,�
, - , ma.
- -Z -1-111-- ,_�2,. �� .., 'I, . ". " �,� !�
. 'M ul. ,;� -�'; -, _____ -----I--- . I 6 'Nzllu,
,e .g __ I - ..,;��,�, , !,'.�;."�t------��-��.,--�,,---,�-��.I...,-�� .
", . I .:,' - it ` " ,�,_- -
"' '� __j�
iff �1 I, 7' 1 - - i *, .., , i . 44 ..; . . , le M , "n, L� - 11 t"'qA �*...,
, "
, *Ili, .,
_ x "'.1. ., - ',if -, - ,
-:i�v-.'%. 7wz-, .- �,' .., j 1� ?Z,+�_ ... - -
, I... . . I t& ... QED ,�� M
-, - , � . I , I r. ", 0 .
I Vi " a ".. , "
I wM0.*1 i
., .
.
.. tv,, - . , . i RM1106 I . ,:,w,j" , il .. I
I -t� �.s _. I �. _ , � '.. ! t . - .
4i,�-�:�� -.1', *1 I
-, _., L.% , 1. .l '! - f. I., I . i� I .. .. ...
. % . �.,� ;�,L�,'..',�- _!�� - I � .., " ".
'�, ;.;; � I . -
..
T A.111_�_ f. , i��..Z,�,!;-,�;,��i -, § �' i .. . _�+11 � - - I M., .V.
. , , z ,�. . -j-.0"I., - �. . . 1, I *1 / I/
*-�,`I, " - i " % , I 1.�-, . . I 11 �1'
Z,-:.,:; f - h �:! � "� - '. . _0 Rzi+ :,. t. .. . -V . � ; __".
..
..
3 7), � 1Z,.*5;, M �-� ;q , I � i kB i " \, �
� rM zr�-� R , - - ,; ., . ... , - -*, -f ': . .
, ,',;-� ,'�,� -�.. -,., ,.�!�,-.,�'r�--,��l-.,T-*�'i'�-�,-- -i- ,� NIM'l -.>,,i�;; \ f
" , I -%:�!� ��,- " , " - -
I I `1�116_�:��i - ;;,� --2�g ;:-,'M-� ,,-'�,`_c--.:�-- , i,� . � , �
":
il
I , - og. zg, ,.-t-.-..,�:�--,,t:��;-,�-�.--.,���,.��,� '.. , ��;.;�,ggqg,.-z -�_ !,
- �'��,�F ;!'T , "c' 'A / f
il "R*1 1 rn� S�.' .. , f,,-�? t
I I
.
.
.. rA L . �" � ;sa�il IN,: - i'�! .. . / o I 11
.� �Iv,��! ,,v - .� !R *%i` a - k " % ..
" - X I : 10 _ .. ;
I 's 1, v - � I \ , 1�- �' - \ �;,. ,.�
. / ,.�� -
, . - , �M .1
lf� I --,q-z , , I T�I % I . 1. I- 11
. -'4-, - . � A_ - - ;1�1 � , . il
. 1:;.Ir t " -
. � 6'r '.
- t.�__,M% - .. ; I I - 11
- * -- .. , \ 't .1 e _�� � I .,
f - -.:�._� tN, . I .
I 11� - -!� .L,..,-, 'I"'n"'. 1- - %� '. I. 1 � i�; � .. .
- - � -%,rj�, - _,��i - 4 � $ . I t I / - _�, .
. ," _4 ��.i , _ &
, il 0 , I / "
k- Im. I ;i V , - \
..
I I te ME 'L, , - , I � - !:�7 -h'ML, Z
I -
_. . . ,� - -
� �, �1 I
.1 - 1� - A oz
. i � i,4 A - Z _ I'- L
,. .,?�v .. . � -
�
. ., :.� . v w , . .I 11 \ *x-;- t. � 1; I -�! %
'� 1% . -, t ( i i .
W.", - Z,. :11 I I �g I I - 11 ,."i - ) 1, ...- 1! 1� * I . \
__ , �..;, :"'T I ;;� ..,
. I t � �__ , 4^ " 01, MIN _�_, " . I �I - I * I
I � .. - �� 'i I+i . 11 / I '. _.-
.- - ; I �-.t` �, I 18 � . .. , I � .. I 1. - - 11
*. I I : - I N , I ,,. ,
.,� ?��, - - ... I '�i -1 _2 ��, . 1. �Ik_1�31 \ " t I .. i"' i .
.�j - � -- . -
. . -` -;, , & 1,� B, ,"l * `� 1� % , I ,
. , i..
i . - "I'll, �,�`%t"L�Zx��, 5z�,m'n-':'-�, � �.i il'1�111. �A -,�,__" - : I %b i�... ... .,.
,,- �111,")P. %.. 1: . I � , . . I
, -111. , Ni It I V. ��
, ,,,-, ."". I -
11 -r - ,�.f-., - , . N . 1� . . / I i i" .
-
9 f,� , ��", -.-- - � *1 ;. % 11 I t I
, � m,af, t, ZI: ..M ..,. i lgi� *1 i � ! ;
4 g; I I .'��T ix, -��`, _,� ff %-. . .j .
- I --" " .j , "* \ �.,, \ , . I
I ;p , Z, 5 -4.-'�..,� �', � _Ik�i ,R�� - - - I ", t I ....
, - "" . 14 " K, �? .� . ��, " � ! - I ; - � , . , I f ; i \ 1. .� .
r.. . f 00 - i / '_ "% ... 1. . � . I 1, I
� 1111,,�..,_ 1. . I �
I v - I _��%� .. - I . 1 III �
.. , I , ki; . , 4. % ! I .. _'. . � '.
�g�, ti.�- %_ � . 7�
., 1.tl . i� I;lj ji[ . i -_ ; .8 \-,
: ; . 4T �. - ,I I
..... . _�:;� zf;2' p I 1- �. �t`i 0 o / " 1 .3ft**, �, ; ,/ �,tg\ \ �.
� I pl, J�, E - .-VI'Ll . c
,�, 5 A .�o pi,
. n�� f -"' t,-. , ��- ,,t � ; �! .
.,1g�-t.nn;.,,�,L%.,, __
- "'-i���t?,-,,���r�,��--,-zr,iv:;-,,. I I
, �, "', - 1,
- m-, , -1 � M, ill' .3� . , I I ,
,� , ie� - 2, ., - ��21'.
,e , _�'j
. I 'e.-?) ��_,� 5 1 "' , _* - . I , �11 .
, - - 1�- I
-1 - i�+P "
. ;�i 11�- I - M R, - �'Iv t�i`*111* ,
,
, " Z, I r
- - 6.3��,��1�0_ _'. I A 11 ,I _Z6 g,� - . . I . I 11 _�t,.. 2 \ .2 1
M+ !�,�; , ! a�� I 1.
I M . �k, I . � . I ' % i I I
I ...... - I / \ . I
, , - 11�11v - r, n�.! �111 Yl��11 - , � v , ... - ; /t , :t I . . 1i ; I I PARK - -
- �_,-' 1� .... , - ,
-
... - �� i._ I - ., i`�_ - i - \ . -- \L
! - -__ , , - I k -V
�� I N��.*��;.� ef��j,,�.�--�,�,�,,�,� 6 . RK , 1.
g -_ - I , !�+ _.. , - - - -'F:�Z,, , � * - I I � , , , . .V;.';�. C�- ,,;, . , % k I ; % :11 2.
I
! - I N, I - " - , i - .
"I - -111, I .
, I I - S� �,--, z - — - %,. " - -, - ,�,-: i , — ,"�t�� ,.-I. �� \ : ZA1\1,
,
,
,
,
, -. �, , W. ..i , �.1111 . . . . . � �, �4, � PAR�K�
. 'i, IN
�
L_;Y� g. . 1
R, `4, I. " !:�z J-_ "�! .4 .2 �� , , j%!� i . . I PAR ' I I .
%q � . I I zi� ..,
.
.
.
.
, �` . �, .1 . , !, - I
.A " . - - � . . I
� , � , ,_ .
In _-� ----v-i�-,r,-,; - - 1. . � i
" ,c,71� 1 -I' _. : e I 11 I
-, X I * , %i. I. 1+ , I . I .11 I : -
- - �_ - �-j� ,�', .� N t I � ,
k , * �.,�. " I I ,� .. . _...
A , %
5 III ,�.'-� ��`--; 14, f14 - � . '. 1.
,I . 51, ,ii' - .�. <L .1 N. ...- . . ,7 ..
�% - _ .. I I .
� ;.�.�, _,� .. 4 . I
* iir 1?;R' .1 0 i�11�1 t - i . ': I ! I I., t..."
1-1 - 15 - � Q P 01-1, ��` , . ; I I, N x ! ), � �11 W ..
,
,
,
; , . I X�s
I N . I -1
I : [�_; - I? - . I I ... I z ." 0 \ 1, : " . .
.11, T R �, _�Z'..-- 1-1 r�-i4l ;-�� ig , I .. ; .;, e
. ., `5 -
_R 1� v 11 � r 7 ; 1_�� I
�_11 -4. 1
. . '1�1;,. *_ 01,1?. *.I, ",);., .. I . "t .. i / .." t 'I ./ I I ... .� I
Z. , 't. IN : ! ; ��.. I \% +
.. U .1 i� '. % '.. . � f .- � a -
1�n � 1-.. J. -J- .�j� - -, 1�-_ '. �f.� . - - _J "I "O. yl -k-, -1 % i 'i.I-t-*-j , � .. 11 ILN
. -
- 1�,� 1 14 4 ,�;,t "; ,-,�,-,- r� .1 , . j -,
, � r,,., ,?.;.-, J, -,��, ZIM, &P�
.. N .. - - - % , "I ,
. � .., �% ,;' _.�
i K, � �� .. * . I '. r
b", - V - �. - - n 7' If, 'IT. . % I , im \ t - :
, 1�* 17- ... M
n 1 171! tt1t_.z__1:1v1111;1W % j .. ,
I, .- 7.�,, .; -4r---* - -� .. I: 4 -
;,h"121 g , I , 0 11 -11 % . . 0, .. 7:�z ? 1.
5 11 j�.sl ,*,-- ;�! t-�.N ". , -�,,*w ZIM % . ! I le�'_", 1. No 37 .. I
-1 , . I M t. .. I " \ . f .( p1__:Z1 **,
- - , . - Z�_101 a
t, 4 1 m -q.�
I - I %.. 1. ;
. - + .. N ., , . � * , `i - % / , � """
M �-!.�; 1�, ��g. " �,Lr- , �p a .. I %t �i 11 .1 t
, - 1� \ .91 1, "
. I 4
Rag * �n., ,�.-,;,i4 f� '1�. ;�T� lk"; .r.. .,
N i . . 1 I& .d �. .__ i2l_,�Q - .� ,, .
, .1 i ��, i�_ it� 3�1 �,,\� -�_�n !nw I I I
111 r . �;..f n . I ; 1
'4 , '. "
.,
�'Ij. �� I,,, . I a o �)�,��,?,
` 11 f 1� *�, I i 11 I tq-.;f-`�'�. . t. .- .1 %
. " 711, 1;111 11-31 ,��,` ," I ,; 1;,; �% .( 9��i� 11 -?- . ! ,
, I *
, v R .. ��
14 , . .� I - ,; , , - � ..; 'i 11 I t �r� ,� �., . ,
_. , . �� !;-. '.
6 P7 F3 .. . � " .? - I.O&I, I . tt -
;*, . \ 1% � % . �
�
-: fi !*$ .3 �.4 4i - . � N 11 '�, '% 11 I , - �.%
Islj
. �� �
, �P. 0 % : .1 I ,
)� .1 -, I , 61.4 "N . I ,T,',*
I. 21 / . -, I .
�1 ,
q4ff , _.
I X I I _-,�_ 0__ I -1M_ " . . 0 �1111 �� i�_Z k�l I " 1.
a 1 bm`51*11�4-1_. lo.eIr zsla�_111�e_& R21, - A.
� I I .1 � m i�", I � .:� I
, R " ttu
,:. I \. M 119 f
_J!�i� ,
� - � - Q, R / 11.1 I / 11 9111 "t, I -_..
t - R ;r�, l�_;�7.-,'--'-_-�4'L:'�la_"4-',-:�-,r,��',t'��'�-�li.;���V!�,,t-�'-�!"kV�:��-�: "I 'I � i . I 11 - �.
`�� ; - I , _ 1, �
�, . *
� ," .�-'., A -A w -1 .1 I , " .. ? '. .. 1 .31 /* '.
� - -, .- A !1`11 *.. % ". i I ., M *'� �
�' *'� , j- , . ? I I IN'r,
. " " �11�11& .. ff i
I �� . i " 'j�.. . -
Ei 9 11 11 A
�rll; i �11 __ � k_;�, I t� I r4 �, " . 101.
� I _ �, ! , -- I : V_g'� N, N, � I I , 1. _L
Irl -1 7 - " :��'f ': 1- I _ - . �, � �,-,� - - I \.
N .1 .-:T.. ; I _., .. - �, - - , " 11 - 1* '�:, % I
�:w 1�-: , + .1 �, ��, I
� .; I .; _ ". _-,�rl + , It-,: . - _; �, � I I I.. ;.1 I i I� . I
-; . . I -1- . - I i _� " r-, 11 i sjL,-,,r"
- i IV. L - % ; .1 . \ r 2
. ; I ; -,; . . \ . ` '. , � .1
. 11 . rv,iLl . 1-�,���z;,;�;i"--,��,�:�-i���'ll'il-����-� A� 11
L � I : 'I . -.111 ---- ': .. '. . . ,�� 14� ,, , qffi� 'Ll _ I - ",. 1, -
� i � ;�,-, . 11 �1 .� � - * I
_
. ,�,;,, . I r I
I ., '. , '� 1:04V _� . �f";� � , ' - .1.
. .. , i ". I A - r . . ..,* - `\ -_ .. k7,- 9_1 I
q.! , � I � .. . . ,
I � . ,,l lif,"'. M -M . " -�'All ,
91 .1 I pw N . '%"*'t
. v ) '� % . I t_."N S 11 11* 11 � . ... -
- -11 .,- I ! -
N, . Al F fM_kLMqiVi I . ; . 1, % .. . � ,'!W ---,
. z / I M . I., ". I
Q1 ^ . --A I .. . I N / M,_ - .-.
- I 11 - 4 -11,
, "
-
. �� W-0 . pl, _w Pi .. I \ _11�,A - K �"_ , 5,
..� k, - I - gfl., - Z� .- ' \ 11 _ Lr�� , �. 1. I � _g I`
G. � AM, ,- Rll.�_..�'. :� I* .
I I ..�7;1 .f 1. I ! ,,.
. . ! - 111�1��! I ` ... � ", I \ I - I I . " � �& 1). .. I � I 14 I
___ " '. . . � I .1
.4 . % -1� t�
" , ?,., W4 -1-41 - , I
'I ! , ,% , ob ggj�g p m -
. Im *��-r- JM.L�,;-t.v� . -- _-
t I M I FRIM, i R, , " i M,
L., I I ��
_f �i - I p
r.
.. � -&
- ',_.'111�7... -:w.., _20 I ,;, / \
F14'! - 1-f�,,',""��-
- - .4. .,.d�-,,��- - ", " ...
. - 1�
, ..
�
% I - .:
L=3501 , 1. J . � . I I .. �
_-cl ... ... ,t.n . . v , . lim '_1 11 �11 I I., I -, � L!'Z:� 11 ! /I L - "..
la �t" F: -.- .," .,. �4� , . � , _ ,j_�F . . I .
ri '. _. .51�11.. - � ... I %, %% i I . .. - ! ,I::-- tl'(�
— - r I ;
I%L � - � "I - dt" .. 1. It " 11 -,
ft_^.� ----. � - - j ��!� % - . , !,:-! �Dj , 1: . I I . ; V� k �, ! A'
.
.
..% 5� I vi'. _1: . 2! 1
,
L. I ;5.. ...w , I�lt N�� !,,` _i�- I ., I ! I --,.. r .
I I i _(,It�� " ,�VP " I % I .1
:; 11-41�... . 4 . - . _11 ;�f'? , � \ 4 " ; gLl r;� a
A�vl 's 0-A �' 'Iz. . N .. "'W7.1
kl%& -vu M * 1�� I.. 11 '.
.,� - 1 71 1
.
, I .1 � . � "*14 I - -, '-V;, . N, 1, ! I \. . I , - .
.:t.
5 7 , , . . __
. , ,p, !;� � Ii 5, �a�
M I lr,31;!: - -,,,',,.-j,-�. f-g�"I'V-Z-7��!-:11" t_ � . . � , �
I ,*_�
( . ?� , , �
I DR ;:.� . ,2� r"
. . ..;,.
s ,4 11 W - , � .� \ ,/ I -11
I.. X. . , .. , ". . %, I , . j .,
, j - I 1. ". .1 . _- L __ - - 31-' -�, / `� ..
, g-, . . _1! 'J I I I
. :. . . . ;A - ' I I`, " .. % .; I , 1. *.. -W% , 1 ; �
'. � V pil ;;,� I � . ,
t, 'I- - - M . f / - -
. . It , ". \ i -, , s
I
.- i I I 2 . - "'� " . ! t 1% . - I i . (
I
,
mg , ja6; a tp I 55 � 2:t \
k Z� 1. lj�f
g*�*� :_. - ��
,, i -
- � . ., I* 70 - - t G ", - g I � :�,
0 ;1,4 1 1 _5� , -9 ;�` - I I N , 2 . .1. � / - . *..
., ;. % " I
, 1-1 `�'-.'��11'1'1_1- 't4 ny 'p, � . - . i I . 11; I
, , .
I I , im, _�k�**,j, 554 .� �� ,i,', � .�
I 9-11 )� , ogi �,-. 0, .- �1, ;§ - �j I it
, -1 , % 'io��;;Ttl�!,-.: 11r.1 ., - ;` I I - -t- `1 ;-. .-Tm
00, -..-. 11111111.. , , --)� .i;, I "I a * , .. 11 �, :'It
IQ ;�_j - - j --� . !�V ..
1 51 ig 7 , ,- -� ".. - .,�� g _ I Y ,
1, f ISMW�e � ,I, ?_4;,�` 1111111111111111 1, '�""; ,.)". - . 5, -, % -! I �-e, - k
I N. eq z,,,,,_�ni, - - �Gi . , , .1
� :,� -in -�k�- --. " " , "' .� - . T - - - .. 1�. -
:.,�int J�,�n� , - 5 I- "
.�. . .11 - (� A -A z 7 * - * INI!, j
. T_ *-- i�, 'yll R . 1. .. .- I r *1 1 16.1,
. ,
4- 0 W -L I � �� M* E I gi �i , 1: Y�?111 . f
I c � " , . M1 , , .g �vl ,� �*�
I , t - ., 6 - *% I
%1,1'q - _ %�. ;,. .. i
". , I . __
- 1:I f�-�---- .. -7 - - , k III I -
aga:�.q, ;�. , " " - , �",!4 �,�, ,,�'�,., - i -a ,;�,,,---i - "t * -1,9 _�
- _�;;.,:�_ z ,�.el
,��,:..:q ., i 11
`��._ � . - -,..! - i� -;!. -1; .. ,,, - i .
'5 . ,�,� W, � ,.,� --- _,�,�� I . I -
"y I , ,�_ _;. . "' �Alli - - �,g� q% L=164" -
" Z 1 � k, ,5Y,; �. ,I �Y)," .
. -,;��A a R -� -s .j�+� ,� �,.: 6 �,
.
I. �- 0 " -, .�
- . , -� "
- - - - - -1 -_
a i . , - - � .-T -, - ,M'�! � 0 ,", ;
K� 'si - ,� ,;�
, ., , - -', .",-, " �! '. - ; t! -
I . , I ".. . 1`c , - -1- - __.. ,..-.;,:7_.,-,g�;,��-1
N *� I � .
, ** 'o", -, Q S - , 5 11 I . rp ,
11 71 - 0 , o lo� . . . . .
:).:� - �* � ��! 's r � I IV,
-y jL'g. . - _�A - 'g �-,L& - ,�, -g� "ttg!�--?*- , 'qt---_,,_-_-,_, _�
�,,�.y - _" i� ;7q� 1,; M Mm; F �, .,%,
. , - . � .51r��
-
- - ,� .. . ; .. � No � :p � . M
, �. - W. -I 11 _11-1. 0 ''...6 �
.
_j % . �,7,N-7-', �; ��g , 4 -;--3.1- .., -i . - *, . - . - - .
, - xzm�,_,�wne ,�,p!,-:,gg 7 -, A I- .
, �� ,'4 I.
`4 0) ,� ` 'i" I P, �
""V �,`Nz`�i"N- 4 - �-- �; �.- : - IL�yi,,3,114��`��' " ,
IN -!- ."o"M .. ,� ,,, , _ 'k -,F..' _I.il -�,4=4:c��*,,�Zgf,'_�!j ,� . . , � F
, __ :�
- �, " .,7. ,ij ��.� �..n .� - ,
k
�
,��,
�
,
�
,
. - §, , 1 , ,�.t
I
� � R ,�,
c- t� %N5 ,,,��;:, t.-. 817 ", , �t � .. -
r,.,T � � -, !", --,,- -"E -,�, AD- _�,,,,Y�- im....'e.-M. 11 - I'M M ,_ t ,
, � ` - ,�
j
10` .0 11. , :,:
�
- , .tp _,"', d, ��.
�.;X;!41- �� - �� , �,R
. - I �_ - �D,., .
-
� I ,�_ _?, �, - .,-,-,�. ,� . , I�IjMl__:_,,�' 11 `il. 111:;js .. , ,
r, , jk r-- , I '��Ik ILI, - p . .- .'4zzi; twj�.- g". w ..-,!,�, g-� -,��,- -�.
-� � *;� ;,,, - --g - - ,,, - , V14. h - et4 - ,p
, � " A -1 -.- - ,
. + � `,`i� �* A , �,M-;-,F'; ,�.,�,TP -
. . . ,� t ;
% g - - I I �� ...
-F 0 ,�t- gt,j, F, �, g �� ;i I , 'I
..
! ,q ,4� - t�;7.1 '.. - f - - - - �
I , . - I . � %,�
"T ;, �,
.I I , 1'1*2: � 1% Qf. . -�� � .ij�
� ,,-�!�-%'!*V,12�1,-,R , i� 1, " , . , ,,G'-! w 4 -
,-!:,- � t_1__ �-,�,q . i--' _ � . . �
I . 'e ". .6- 1-1-.. -R - " - � *0 " -ave - j . - -Z,11-,1* -,-j� "
- .
1i _- � ,� - �Y t M , 'Aw, i gn� ,,+ �, - " 4 ,Dq;" � Iffill I ': - . - _Aro.,; ____ . ;_2: 0-� 0 . � ."g �', - ,�
- I ,��'g
'6g,j ' . . - --- .
i�� q� -a -- � ,)�,, - , , : �,.-, , +:� , �
.�� R1?TT_�`;1;_:__A �-�� �
. .i�y�-,,,�,, ,M.:g4_'z'-?,-,'�-g,z .�M , " 0
`�'Z' -� , , r-1,�t��r,,.-�1,V�,t�,-�,,-,�4",..*."�,��., �. 7w _F .,
, ,�_! -
_j�+�
:� -- I A 2 1�53 -g- .,�j
� . ,Z,�;�Z,� -M y M -xag m PP , ; �4 - I , -
01 i* ; I ` . I... , , ,
.
MIN 4�-., I." .�" .,( .. 4z I %% , . :,.IiN�-ja A, -
-IN ��.11 1.4 -g-, 1. k. ,
. `1 *_ - '. �,. tK -, 7; ., - . #-..- . . " I
,v. gg 31;ill. $31 �21'1 X�_ - A'�,3 -- . \. 11 :;:�,,�,_
1� '� I i �,Z.,�.,.
�t .I- �_
, -1-1
� " .. �,,i. !�� - il . 11 I t� . , 15",
Zi -.1 -- q Z �' . � " / . . .7
---
I ,,,� I ,�,,, 1-f-4 , - , 3 / �m ,
.:. .;� ;�_-,'� il�,�,' - ,�-��; - gq'gj� is 0� .-.. ,
,I I - Z , I % I
_�,., � - I ,.�.j , ly �1� i .1 . I .1
I ,;� � . . . . . . � � I � %
.. -
. - :1, ---- �+ . �,'3� ilzt: I . N. . 4
, .. I il,� 11 3� . \ M
s ...... ;:, . . . .OMI N , I- �,g ','��% -g- '1�4 R , ,ii 11 ----"�----,.--..--,----.--.-.!�, __ .... -.-..--. I I .� ! ..
- 1�'A 1V � , �
- . -, 1, '�" , if
- . Ir. , fl,_,�� - ,,� �� \ , I
ill V'�^It * ,_` 6
_1� - 'i �'.� -:111 . * � - � �" M
.. I .., i` a - g " A %tAv.-.;- I
I M -. �L� iRh v P., M. (.�_& '111`;i+� P. 11� z '1111�1'x_l - I
. . , j -,!�W'-- - -N- /
, " -1 + . I sol�l I -_; .: �� I - � - .. , . i 11 ;1 C'0`� :
. 1+ - ,
I ... ,�'; . I, _if . � - � \
: I rn i�7 1, ia ., , \ , "
,
4 - *i - k +,,,� - 1%, 1� . .. . .1 V,�',I%�m
4 * .� - , 1',!�, - ��r ,,, +R' - , - I .6" ?P-.,� -- t�,� Y� p .. I .
. , 1 91 'N" ,�. N ..T - I .----...--...,-.-----..---..---.......-. I
f *% 11"- " ri, ,�,!Mn, .,
� -IN . -y a 1� � � �, ". ,,� 111�1* I .; IV-
�
N� zlr,'fa �� 08 ."-yl� mz-i�l ��,�v,'�'�, ,;� i , ,�
.� -11,
i, ,;.i
- ,. l!"', _15;*�_'-Ifo - -1, .,� ,;
I .10 Rt�7 1, 5,, 4f
*
- � g%j',.1%1 A i__�.�_. I .. .-, -"'- - * �t. H 11 /
.
.
g , - . c ;�, I �, . �`_,`+ _�-_: .� � L* i 1. 11 i / f"'i'l., _
. . . .3 - _ vo - io -+�.�O' il,;;, iz �i " lil " I i -
"f I." - , "` ,--:,, - v i.
!ill ., g A 1� , 1.
. rq �,--; .;i Ti -i; -t ::;,�W,,!?,.i ,g��-,,�; �-, I, q:,-; I __�� H I .... . . . - ,
�-,i �� . -, 4,-�7 . " U '1� '. , 'r ., � 1; _�, �gj-. , ,�? b, mm, '% e
. -4: ; , `� %. K.-
_," . Ir., . Ry
�
� " . .- k. 0' . 14�110%,`F�-,_
_ tr,-� If IV 1;�,,. p,it,�7_' ,".,N�', ,ix..21 - i-. ; I . ; 1. 11 'M
, V11 . � � , _:� ` " -, ._�, ,,� ---�i , ... '11+1 ,4 i'f - I 0
- It, r4 �j . '� m . ,�,� t I
i ` . - . - I � , zqi�i , , ;L - . , .. , � 1� f §11-1-A 111F
1: ; "", I ;-__ �1 - �,;�Pj�k,'A_-��?�l -.4 - ,� ,�.N -,�� v It - . �
OX i M,�_�- ,--,, ,,, �, , ?, I
§1 .: i _JMN, �;M, 1-i I-- .; ;, I *%
?", , - - + �; I
. " %tsl' .;K, --- A
- � .I - * , - I ,
� \ ,�, R
11 L, � � I -, 0 _: �., ;-'� 1 7,�) �� , �, .
M .. ,
% 1::, � , - ,� - .� - I :.. 11111 i
. , _t � _! I i - � T .11'.. i % 1. � : 1'�
, 11_�? 4� U, Ott
- - - .1 N I
.1 �,. - .yo.. I .1 &Z, :A A , 11 $1... I -r. - I �i *1. � If -_1
. ki ile!.� 11-1.
! _- `t, a 7_11 , .4 vj ._�,',, ,� .�,l . I; ..I'.- � t';X1.1
...: "O.. , , .. ,.; . .. ,� '� f ,--t�',,.;,ti
. - �1* ,,-e*:,vi_ivA4tt .- , - ;, A , .
�v;;-;v.,,7�� ,
- � . , �,tw -,� 7; �.� N I I., I;z I 0011 ...--..-.-.-.�---...---......-..---.. ._.._..__.- ��; m ;" . -
� 1. .3 ,',1�p
�
. - - 1, " -A, 11��41 �� � 1".. N , 0- 't! , -f-_ 115.___..-_ .--- e", - _ �' M.-
, -
-
-
-
-
- . 1� �'j 1, I .11 , . - .
i� 9 i_�, �;,_, , 1;
( - , -- ,_ '��' _�_ , ,4 'If 1i t k
I , 54� .1 - k-11, 4�$ � I,' . ,j , It'. it %_ . - I ........ _ I
�- A I . .1; .
" �Vll,
, , j"-, ".1 * _.i, , - % PARK .: 1,i�g
- I - - , . P
'A 12� g. gqlj.,_;��,,-� . .��!%, i --- ,&, - -k, �., ,� .. , -,, 6, -'. -, - �, - - ,�,,_'�. .,?t;1_,* " _. �
��_ " "I Nm , -, 11% I.- ,
.',`� ,1F'1)'F':'�`r'_ , ;I /10
_It 1- �,
.- nM51&__Z.n! - - 9� % f� .4, � t I ,�g_ ,", �4 ,
- , ,�.) .1"Mi, !
;a, -, - �� ..", Mn ,
. 4.., - , .��, . .
.� . �,!� '.5 � a��_mv, O..., .. --a- - ", I , � I �L
- Plf., -.'- �4�-,�tt4� '1�1 v ,
. � , I -, � N " - ,,"o, p ..,.rl,,, il, I \ . . ��
, � - R, �.
-
�. r ;:�-�g,�I�.�.!�11;"Wl I'm . , - I ,---- --:,.\��,I�ZZIK.��.�, T,-�;jo,� �7 1 11
11 . - ". k �z! . � � .11
- .� INI PARK
it! 1.11, . , --�,.W, . _. % . �.,
__.1 � ... I �
M � k- .� _V1 - ,�7, 1. -,
7.� _v, FS , � _!A_ � cl�Br _;140 . - .0
� I 1c, 1-1� 'r - C�-. .. 11
,;, ; �.? ;1�
M - KRngk;�qlqlt " . . % �
, 1, - . , , 4_- . ., �
!). e ON
__11 , . %1._1 ", ,�W - - - * I.... - -I ! r ; �,M:
..P
� _ . .M. k zfaz,.�c�:v -,.**** - ? - : ;,
11111 , _ ..... - __ j-,,,.- ,�, - _ M'.. . .
0.07- . , ,�i,j , . ,-. , Icill R;�'I- .. ""., _-
1. - It - ��',t.�� � \
.q .. f.s, ,��,%A;?�,v . ,..�
.
,
�.e
I , ... , �- .1, Ts & ;,'-�., 11 , `i I
- " �_ �_
i�--,!, t t .
- I
. . , -
-�, � -- N 11 - "
Z1. N, t " /
::: 491 ; : %-a R " . /� 2. 6 �, .. ..
4- �-,-, _1,5s .� : .11)k 1.� .--.--..-...----......--.-.�-,..--.- ifl %. \ I .1` w., m
q -i �11 I . , � --..---....-..--.------�..-.---.--7�,.� - � . N
le A. r �1�11; __i�, 1-1 - 111. I M � -
IM; 1�,_
R;I - -1 " ,;.--...�,; ,�-;-J� , \ I !
- , : __ _. ...; , � I '. �� . / p-,J;pw
-
_i . olx�_� , I _& --��, i�A, ;� '_ .1 "
. .. - __ x � I
I . . ',i�� ��r_ I L ; -
, -,!�-4�--: 1,roix ,,,;'A� �, ; .. . I I I
: _ -,.,, MR, , , .. ". -- . .., .�. ') % ! ; ,
I p ��01�.;, " ----I-..--. PARk�, � -�
'' ILY
,
,
R , I 10""' T,-_,n� M.
I 1�- M!�-, Z.Ii, . ----�-�,�,- . M%_ - -
- , '�� i"A' h . � ,):--s,-�:�"=;,�-.�;rlr", , . / !"'p,
" * ��_��
..'ej,?_ - -1 . :1 .... .-
- .J� -4�3r,,�,��,,�Z,jg ,�,% .", . ".., 1� - � -�A�-�,h-��,-,.,, `�, - ,I No If I -
m � .-M., - , - . 11
.,,.-<, a ZFi ,Uv I -
C-4-,._,J,i.Zt�5� __ ,2 u� 1- 't I � I 'N"n-1,
_ , = 'I. : , + �, � \ . � J,k,
�*,.! - \ \ ! ;: "t-11.
* *
. I . q
.�P` ", I �?.,! 11111 .., -.:.. "" % _ ",'
I � _"O. W-1 ,,,, . M
%% 1.1"Y - 7 a�Z �,--- 5� i;,.-. Ir 4'R'_
'3 . ,� " - .�.I�i:-. �i N .. : , g,
" -p VA . " .. t 1.i R� ,,� n 1, '% 1* i ;
I 1�� I ;r,�
- _- R. , �� 11 1�1�' , ,�, "r.", i... *. % -10
�!�r� � ' �-�, �Ilj i�,*f_R�i ,,,, 5 t
, Z-.� � " '' M I
Fp - .. .-. .
g P�114 ! 4z ,6P .�;,�_-.,*-
g
I 11 L :,00
� � i�lq � i_� .. , ;,;,�, �i;-�,' .4--A �Iz X -i 1% I 11 _�
_JM .., . 1� ... 1� H ), . �0;14`
5 �'f 3. -4 - �2ft- _V
� .$1 U "11 I. KE -i" ; g .n- .J,,� I g `
;� , , - - I �,
, -v -.,.. �
F;z .. . ". I .-
N I . .. , .- _V_tx�,,- ,,�L;l I �. ,
.� - -
. "' �;� I _ .%,�!, I 0 W "
p__1 -..-.. I A. ;� I., ; ., - : -.--.- ." � I I
'&V�,,-,�T,,� .1 �', ,1- I , I z -.-.--...-..-. ___.1_.___-____ 4 . /
I I , \ : C) ��Te'.� I �
, -, W, :,j " IT _11�11�11t,___:, !I _01M
. 1� "`1 . ;!�,�11 i� �-_E If , - PS
� - f "' .I 1� . 1 .4� 1 / -
, I " 11 , *7 "'
. . ..
, t 11 - n'k g,-,41 �. *31 I \ Z", 5-- t.� - M;, ,�.._.X, 4% ,
.�
i* A ��l��.?-13��.�,,��.,,-:if;",.Ill....,:,��j�;, - �;:., ,.��- -f*-s ?.,;, .9, T. .
*
__ �
lio, �gg,M' , It iR_ .'�f I
J, ��t�r�vg -, .., I - .� ,�-.-I..--.---......+�----...--.--�.---�...-----..
,�� ill�,��', � , ill M !u .. I'll . : M
I �,r' t _. 4, �.�,, ��%Y . si. ;v 61I Z;� ��41' P� .1. k Y.. . ilf 14,
el, - 1-7 �11 "I ! .z it f M
T I ---. t
*
I i - 1: : \.1. ,-- * 11 ix*i,T_.,
lr.-�� ,11 � ,., . 1, 11
+ !.�, ;� '� - '� V, T
.
. Z�') k -�',o.. � �� '. ; - �
�R � %. I.,
gg-
"
- , - I M, a -r 9 . / - If
I - ;;; - I , a 16� , 11 ) . A ,
� ,.,, -�,W ',-!.-, 1, !1000-e rk hl,
.", i1L,N--,, z It!i.L1 .1�1+t�'� 4
...- I - I ��,� ,,1 A
I; N " - � - I
- - I I 1 � f :
. I 11 � c �, i *1 .
!-,t- - I- ! . - U� A
`0 .� , ,�r �W_Iq.,
.., ,
! `* _�� *f3ri .!, I ..'.1., 4 ,� 7 R " Rt- SOCCER k
I '� I � - , I
At I, " ad -
.i - � �-_-t4% ..;Lx 11144A
1z, g , � �_�, �.. (: i ,'�V.Tf�
- , . �,-_: \ It :
. .1 �o-: .. -
- �, - : ? �,Z�-��' 11 . + b Z If tn 1\ \. / / -
0 I ` . * ** �_, -, 'i lli� - -
1�. , , `!* 2 �_ -.;,I , , 't, -
. .; ..a �, _- m � ;* -�,,,`, , -, il
kk .47 , " I , , , -- A, t *
, 1 _4 �, ,,,,_, ,., '.
, �._:A%� I " .. � _0 -��,� ,�i 41, x �_
. 7 �_' _ 1, §�
�i I ,
I - , �
� , . , ,,,� I.., -----.- - , ; .,
.1.
. ... � __ - , . - q.�. ". " W, - . � I �; - M . .. *1 'i. I \N / Ii "
zo -,;;. .- , P11141n
I I 11 Ift-M. �'�,_�7 = ,-I* ,.. Y, �_..
;�. M, 2111 - - - i, ft! � R-3 � V 11
,:.; 11 .. - T�11'ltl IrAi�gT ,,I 1,j ! -,.
, I St, _1`71� ow ho, i,,I�, mll-,�"' Mv - f " ft,M�, : , A - a -
- � � Im , �
I 11" " 19 -OW -f 2114111M, .'i - mat .R � jr,i, te I It 101"13
11 I - 17 A!. �
-
M ajV M, 'I.,, 54 "i; lj�t V _.____.,:...._ - -A-R'K--- 101
, 111 11 51' . I- ,P4 - I i 1&' , I."..'--, I . -- "'--'-'P .
I'll .....,�= jA I "I !�15 ,2 ��, . I
R A -,�.,��..-�,.T,��,:i�,,;-T�,'�-,� I '? 9-4 .� 0 -11V 19, �X� .-------------
* " � .
1'. 11 '' I I I
I M, 6�--,-, 4 , --, IN , 9�
- - I 2. A 11 -*\ - / .;
� 4!�-7"k .T�1% ".911".111.,_41, X k .
fl. 5__.w.o-'1 000-0 . �,j - . 4 1 -,
"
.
-
4 I 1_1�1, , .. I Mi_�,NtOMIM�:�,- :k .1, 1.;� " i4 7) I ,_ . . V, "+
- I � .f' ff 2 % I I f� _j
-, " -1. - �'.'� iX I N,-*"* ,
__
- , _4' . ,...- , -- ,I - 1-1 .... I" I �c--
I 7, f,x. ?S A� " - Ir, , �k I
'. ..
,-;-k . , - g a " zg,�� , � ; 1. . I k�§ �g �% 1 ! " .. d t��:gg
v - - I I ,., X -�, �'�!f.'6'2�f.'K_�-) ". .? -,�,_,�,,,\_� -\,, ___ , 11
11.1111- .16�;,. I.."" , ; A i V bt \ Mr, .
.., � t!_ . ! : ,
,�g- I
,W'-'-'? ! ,�' /
, e, -, .c ,
;_ 1�,�_t I.. '*;%. 11 � � 1. -__._____________.1_____I�_ - - .......-..-----..--.,.-.--.---��-�--.--..-......--..- \ "
'.'W� - �-,�-,-�� � �Iy� - 1 ,4 . 000-0 . .0 I
.11 , IV . I . .. -
� - - - " - - � � -
-
14 it, , " `� I
,;, "N !::�1539 "
, , r. ,
� _Zg!� ,�
,
-, , .,�,),�, ,p - -
� g - - ---N1-,--`;,1 N RR M , - �, 41 11 1 _5.
�,,Jl, - v,,,7 -.r,. -,.F, .0 ., -��-_* , NU, - . .. 0
. " ,�_ ;F, . I � t po, wo
. U : ��, ,iL ,-, I � ; * ,& ��'.&
�,� ,i. ,!�� 5 .
__ ... k ��,
M. I ^
-, .,�;; I � V-Ri. iN 15�.
. :.�.,�. , , ___ _IRT, - " " " .- Q�op, , of ,
u 111% - 1�,��K� - -,.M,a'vR!,,F,R M,',,zM;"_*, I � ;
.
R_ -,- - I f I Pq
I
I
. a', _�!p",(-,-,�.- � -_
!n � �� .... I . . - 5
Ill.' ,.j. A " M, z ._Mw,�,@_�;,ffil_:_I�_ - oz,;C?�Pfn��,!!t,% 0
, -
, - ..
,
11 Ps f M 129" I . ... t
"
fl�:,I I � " '. . .Od . 9
.1 .1
, , . I 7 -�
- , �� , I ; , , .6 * �, . I / Y
.-I ��_� .W41 -M k- . - � , � . 11. Z�l
gA___1__1__� M . , � c
. � Z, "MR � " - t,,74;r5,ff " I " I P,
.17 1 - . - .1
�
-, - , : .� I __ I _ I ,I
, , , -i ,4"�-,;k�"-�zNt���,�.L���.�-�;�i�,i, -91 � -1
"
-
A � f - , __ , i I .
� �uc;, -.7--1,31 ,
, I ""I - .., � & I
r�l fl: I .1 It. M, 11 ,III , - - 1 \ /
. 1 � ....
. N � .- li, . lz�%`. ,�. - - :;: I I
W I — �, I .. I.: ,� ...
� �, , 11MIM-n;V V Alvo,�p�_e'.,*,-R# �:,A, -Z--,--! I 1, . - , I I
�,�,' k �,?,'g,4 1. �1_x . �1' -
,'. - ,.! -
�� - I ,�� I ,zn,!. ", -i. I ...x
lb� �, k ..",,;, :---1,
._ � , 119), ,Q-�,.;tll v " - L= 1 1 '4 uej'lx�zl,kiij -,, -, �,,.�,!'-'�Z- J,
�, Of, 1 1 -�e;plr W. -e V��,� .. I - ".i�
K.,e . 91, -T-11-n- -1. 1351�' 1 1
. 1�5�.`� r,--,,- , �M .Y -
I - -
+
+.Y�
i "I _. ", .- eoml, _ 47 p.'-'--,Lii.,k42; 11�_: I
,
-, - - -n; 11_,_O�k . -�*. . , I . . - "' 4�-,.-�JA�-:Ji,ks!�),>-e -
+-I '�+i . + ,,, . yi , , ` "' " - . `� ; 4-gi , i
�� " -, -tT - V " %--t 1, -, -Kq�13�u�
f a, ti � - L Al.,"�a"R.s _" !i�g;� '� �� i�
f, .- " I '
1i ,�, - - 1, =11 SIM'-fiffl,01- I-�,-Z,
On'. .. � I ��_�' . . , 11, ME ^P,pllm _,�_ 1-1., I _� .."ill"
" , 63_",�, �
� ��7,�,)�-';�Lz,-.,,_ M
- , -"f!:., , I
1�7 -,, 4 vy. . I
�
�
,
11 - mIg "k-3 ,!;, 1.01" -I � -, - , ME P. *1vvL:1A1A'11# I i -
, q AM I "� - - ON,- -
, ;, ,,� ', -
" " , .,PK pi,p ,_,�� I
,L_, - ,_ - ,,-
'. - .- " - 1.j """?V I'7fff �-_T,"�I�"%'t' ,,� ,.�--i,.,,,!jk-* 1A 'i n�_
" 'i
"
_
,�
- ,� - ___
11". -,i t IG�1`_
"., .0; , - '4_,:,
,
- _'T a �
i�0- , M��_ ,
11 "" ,;
,
3
. ., ;� �r ,� -
. 1 M �,Pr I , - ,,� "- - , .. i'll
.. 11 �:Ny,- F, 11 : *� ; , I.., , Ral(".-I-M f,rA -- % ----,j;t$�j.'t:�4' __
. It. .-? g ;� ,Z I ;&�!�_A;n__:n- 71 �,_,MMIR§ - , -_ --1 - _____ 11-11
-1, z,,e _�, � , - , .; , a `�', 4,%0 : .�l -'5Z " 1 -,- � _ ____ - ,
--- I - �. '. . .)� s M, __ -
! ." ,�. " . - �, ;,-..-
,It - .`��? ,!:,21, � .�. -
0 F . zil . ,_ V.z . _,� g I
�1 - ;�_ 0, I " m""M
... t �m � ��-,Z_, I � � _-,,.-,v_A-
j I -W
_vl�- ,M� , ".1 -',e,!��'.,.. i I ... a f,:,4r ./,�.111`:, ON I .
��__ - - .F:e !� ,�;.'Ci -.1., _�11 . - ------ ',;��
�!, mr,mN, g' , --,: Z. p "; c� 1. �-a� �1�1�1 �:.% 1-1 iyaw"
"I �� -P"
. - - - �� `� , 'I-
..
.., .-
- . o", - 1 - - L V@'�'�, Eff ." I , , ) 11 ,-. ... - 1. \ � . " -, 1� A_1.
I
..... + - M`sm -, Fj - __ Ir , `.
. . 1 ,771 , , ''9� mk- �,�, A., 4 f - ,
1 .4. i, ,,J�g 'k I *% 11 __ 0-* J-
, i� i0l, � I - � , -..,,:� \ �? ,;, .. I I 11 . -
I - '?�-.'- to ._�g - 41"-. ; ,ep�%,�Z' ." , \ ro � "
, ,� �t __ .1 () / �1� 4i
'
;, IR: . ... I ,� .� .7, 1
, ;, ": 1. I !!! " .. , - . -j�'-,' 11 -+ Al 0 :� �,7=11 I
I 'i- , , - - \ . I
I OR ", I "
. z I "
..
it : , ,7 z , , ,f�� --�,;,��_� . �J_ 11� to 'N � 69 , I
. . � I 1. . I - t
.. ,
" 0, ,��,;-,�,'.=� -f"1-,__:,c, f� "I N� ,_-7 :!.1. , '. - ,t)
41 5 1i -
. , - . -, \ i Qi '.
- , =��r g*. �,t .11 - i, . " _4 %'I � ,f
, 1-tI!, X, . 154ge �
____ - -g. -,,.--p- .. . " I
74 . �1`1 -11, - .. I" `1 I I I 11 Nt . . 1�
, ;. " 1� .1 I .M. -W
" �.* Ki K47_k5q,M;"�T_�� I:, ... �`�.�-:��_ ,7�7' � 1 V001.1 1
- I -1.
U . , - 1. - ?�. 1 1. . 0- %J A,
, i'z* �
- -.1 I� f � I., , . , , - 'I
, , "
I t � 13 - \ I . 1* I
.-I- 0 .... ! , .I,- .� , n - '�' � . � *,?.. t.. ra t
al- , I '. I 7
-, I. ... I �3?_`__6_� � 41; - ,�� .�? � I - *
, , � , - : I j a ,,, .". I 1-
. i'll �,`�,��j ��.X.' �i-iV'a-i- -, N1,_r, 107 - .. I \ .. ll . =__
,5
, , " �' ". :%A542--" 16
I , �" R ,I .. * \ 41 f i ; 0 g?, �j n ,
,
- - - -�� �, - � ,,; �, , -
'It., �� , ,
, . - - ,; . �I � .. � . . I It @J��,
.,to -- ,�.,s
JA 4 - _ " " � Y� � f ; IN
. .111.1. �
§ R� '11�M_'Iii - ___ 4�i _!�;-T,c'_ _�, %
!� 1.1 ILN01 .." 1. � " j '4 li � vj,,.,t,e .1
U " - 99 �,*R .4 .. ", � f "�c9i,,V!� ' -L-VA ` i \ / 0 .. /Aw MI'llf-A .
., 11'gRz . * % i / '-
in - -,e �." . "�"7'-',�--�'�7.��,a�,�,-�,,,r,,,.. _ � \ .- / :, -
I. , , '), -
.
W 1 11 . iz�
.+ d L .... _W i % - ,
. . -1 -1 I ijrq� , - , r! 1-11 + .,k;",. � . ., ), I I _��gMg_
. .� z'(_ --*, - , .� b 11 It i ; \ / " ,".�A3
� MR -, ,�01 .
2., ," ! 7 �
c
--;7 , - ,-,,;�pq.� .11 -, : % I . I � .
a " ,.: _ n I I .... - , ,� I -_,y--T
. -."Izl��=�zz'_!::�r'N, , -.! � . �_-;m
. I , � 1_-�,�-'a_,z-,�z,----_,,-__ ,;.J�w ?. ;��,� 4- p., " M ; \ / �' 1-1 .-T1 -
, , I .
. - . I � J!--.. I ,
�L,�,.,"� -,. 5 1 - , lw"-, , .: v �, �; \ / � I % m
-�,�. , 71\14 �- " . � , )� t�$�,, 'i, -
.4
,
.
"', - � "A , ,4��,;y 11 � I. %`N ; " I
,
,
, . . �
,
,
,
p i �. �,�- -t --I,, ' �,94' � I - I , � - ! , , _ �
� ..,i_ , * ; j _ �, MR iSM:I�i I � ,\�. .- �
� ;;.. :,5, c , __�v
I ... . .. I j _i:;� .�
......
.....
.
. '15
, �
9.. "AiSL .11 -1 `-11% 11 7 S� , - , , , I ! " M, 3, 1-11...,'.
_. - . ....'i , "" kw,.,.� , .,,- :k�. - I A %. -
z I I I
.. �A �4' I I -��,-o . , f ", `N'. �. I .;
. jo .1 .,.�L . �,�,,,,'� ... :..,i7,-,_vr;",? _;,v-,-,,.,- M. y"'.1 s-I�".'ti, � � 3 - '1171"i .
.�,. 7 - , �__, , � . f�
- i4 ?#-;, .0 - -P-t-0 -A . .,,ifj�;,',�
. ;, I , .
.
. L�IP - . � - _. u, I
p, m �-;�-!, '.. -11 �� 2 - I N c _11:_1 _1 ..
.:1., - - tli�
:..
:., �� . ,1�
.1 I . _�,_ i .1'r- � ��Z .0 ;�,. Z�. .:.., ,`7��-1 *�. .! % '\ i : . _.
,*1 ::::
* ...
. ,;;_.!�_ iiew , . I .� , .z
9- V"', 1:11 t_1 ,tz�,*!�` - `1n.!,'?'. . , , . , ,v \ ;.-*, :� IINM I �
. , - 'i;,z - :i,-i,7.,-?,�- Z;:�1161.,p ., \ 1. i .
�7 wt �, - ,-�K.-'m.1zv;1.',, '90 ? **** 1
,;�,-,;,7*, , , ,* `Ir.!,?_��; ��'-
s , .
� , �g Us. ,-Z..",w'..� e!�tmr , �; 11
I I :*; '. 11.*- i �
� - - .- N." . - - . - , - . i \ " . ; � i N1, I � %-m - j;
I . , _�il�;111 - , ,,.._?, . � : :! �A _� � - " - - ,—��t,�:1.1��n��n�,?,-.:'-I'.��.�'I 110 ! *. I % I --� _* & ....
. t Z �,:V-,�i,#-Tti' I m it
.
- - '�j,,$ ... -, ,,,�; g, I ..,
,� �ga __�__�,_ 11 11 .
. ,
- , ,_ _ I , I __ !
__ -;, t u, '. '� ���o..-q�R,-�v,�;i";,��.Zl�,�J,�,17�,���VI i N I f -:, -4 - -,,.
..j.
-11 ,,, , �,Re4�.` �.;N �_'?21p .I. -M k5P 4)",
- , "'
.
. it - g - - i t,J, , ,r, - .. - .
, .
3;li ,.,� �pgz�, ',
. . , _� ,,�
- , . - "'A'a, ., M _2 � .,
___ M '. , . .. 1. I ,A
, M4.1 _, '� Y7. '_R jk. - 1� — �p��_-�tz&, �k-�--,�--�E .- � ! I N , �t
I "I I- - &--- - (4 ...... . ..... !�v�.�a: : I. 1-1; ..�, �, .1 �
!T�, " ,�.. ,;_ , A�, I
, , �i, ,,, , ."
, III,. r I,Z:�� - � I % ; ;I
., ., �, . , . \ . .. .f
a
44
� � �, , -,, - 1--,1 - -..�.� .�,, .-M--i't _�a . ;,�-,,; -+M i& t; � .1 � I ..
�a .
., - ,,- , ZI , , . . ,
9 � �-Qi��-J 0 ..4 "I k.r Z� �
- I- _e��.i.�_ ,
.y. � _,�,�_.-�,: �
, "
. '. - �, - ��,.M -C, - --.- - v", : "Ipl`�� -
r I. �r
,4�� 'Ei;�'.. .1.. _�..,R��.f, .1 Ili k. 1: .* . . - '*1 - I... . ..,
�
�
�
�
�
.. __� , �_`�� . "�_,. - , I IN . - " \ I / __ ," �
" ,-ne'.-"-!ave,��,, -, .;p .. "-�.' e) ... . .,: " - . 4 5 Mg,"'M �M -
- � I L . F), .
,
, t� - , .!, r - .11
�
I � , , 5 r., ", ,!-,, , , - — , . - �, ` RL ��, i . I RjOrl -%.
� - ., �, , - - __ .. - -, I . '. It c� i - I , -
. ,�
:A G_a:.RA_1z`7%7f'� 1"�-�,_._Ilb�':.'w� 1�' - w �� _, , f I % IZA ; I , -
-- , ,� , . " ,�I` - , - _IZU'r.� -1-11,-1 �, . - - T jli�ft;_,;,.i��'- I IDNI
wu ,;- �,�,M 1� �.,, . - 7
, , ;., 0)
R -q, , - , . 5 0
.-.-. � - ,1 , , r.5 MQ !
, `I , ; � t 't . ;,�. "
1: .... . 'I, 11 c
,L,2
. -t- .,
. I....*f+! i- '. . , .
,
I- . : . .. ..
_. .. 1, . ... - __
- . '. T� �.Is � � PM�� 1�
, - Z,',,� . ! , 1. � . I . OT
5"'! M -- . ,/ . 1.2
- . -i,�*, . .P�.�:f. -�6il AM, R -M, : 0(�,�J --...,-.. ,��wt mws "' 11111�
'. v, to 4�,54 g I, Z i, k& M r R M, * PR , L :� ,4 .. .,_,��
11_� - , 1��. 4�v� r1p -, . .RV
- . . -, �W"_ k- a I
. , -m - " .-� "�r - -, `j , , i;,,tt - I..3 , 1
4 . I
, ,,I; I., ��MMM MV.- 'A :R ,-,�.��7!�:40"\-"'..,7-:7,�8--.:"!�.-,,-,��-,. "..,
,
I � , . , .,L-5 , , _ 1. '-, -.* I Z 4, � � " -
, A- g , . ,;, 'd;; 1�'11_ . � - I - ... .1 I
- - ga - . . %
t I ,;g,� t�'�� -A*,- : Z"i� �� I Jf ! . V 'it 1 �;V�6 '�'.
. 1. e I
i 1 �r'%'-� - )� , sa""i M-1 .11 I \ / ..,.
, I I � .I I- , I . I
.��n�_ I �141,1111 . I ftft. � I , t . \ .1 . I PARK , ..
. .. A411 1.
- 11 "Ilizq, 1111 .� i. . . . . . . . I ., 1. -
. I I 7� ' � \ --i 11 . .
. ,.-- U�l e w ��!1111111 I - I . � � I. e "" i . .. 11,
���-, 'rft_11'�1'1'*T:;172 - 1% 11 11.
�18 -.t - I . ( � j , ;
�
. .
, . 4 *5 .4��-,��, - ., i ; .11 , "I
, 'T ,Q - . I'.
�- ," -.,- -�� '- . p / : .. . ....................... *"- , I
� �.-- ;�..� , . /
�_11 !;?1 4,�� " - % / ; 111'
, _w "I' � "'
- , __ " , �� c --
.. -
�, _0_0�1_9_11' 4A 10 1 1�_- 1�...
. I .... t �.�,'_f" P
14 ize,
V: I -0 - 7,-,%--s,,� ��'r-� '. ; ,7,- ., .
- ,
t OZW� JE . `s� - �� 2.1 N � �, I'M
F1 \
I
I 1* 1. B� . I �1_ _. - i 'it - -,
a tL,". 1z . I A I I ,-,-.r- .
$�,. "I A t 4 ;! - , A� I , .. -f, 4;b . it,,
I. 1 ,4
- j 'tl ., \� I _. I ,
7i;,pb -Z�;,..!�L 11 I g 4 ZZ - � . . . i I . I, I ; 11"'� - I
,
_. _ � tj I , %.� '�, . C, - * . J . N "I",
, t 111��_� AZ�F JA , 7 . . . �'! . i .", \ I: tt *� ". I I P?, --'j ,I -_.� .
V , .1 I
�47, . 1. -1 "`__.bl�� - I I ., ; : �;)joj �
-
.9) p�:, . .Q%, M. - ---- , * 8 � \ \1 f ,, ARK\ �, ;: :t i Kf.4. I ... . .
0- I I , ;; -1,; i I % .. _�� I
�� i 1�t �Eil I -, 'V'�;§. n oml .
V dtt�4 I I __ 4' - -IQ . 11 I i�)xx If \ I 'I M_j .,
T-pq - ":�% �, - Wi. - - i 11 . _�
11., t. .;�' ,�, - I X .. � 4g - I in, � -A . *1 � ,r .:o 1. I . a ZT�t
V '� - - , ��4 1 - I I,
y ?il I;� I - .0 . . IN
Y � :ff1:_n?+ .-�.Z�64 ........ I�, I � -1�111 I � 11 I % . 1� 11 11 � *Za)_-,,t ,
"'
. ,,t
- W.I. -c - ,,�w .�,. 2 � le .--. 1;1 r- _ N ,,t
1 40, - .1.1�� ,�� - RIS � \ in I t,,3
, .Ikl�� -
. ��
.Ik�,��
. , ��
-
. . -, .!p., I" -_.t. _: ?,I' c -t-�,,",zm-,j Z,�+,,, .t.!.�,� .- - . zi . . . . . . I 1. I " .1 / If IN � _:.�
I : Z '� . , . I % / .. .; : I
_ . ..:�,�� ��
,
R� .;�-'- � I I ; � i�, - - �+ , ,:,:��,,14 �z .. \ . I \
? . I .--'�1.11 � -.. , , I � . � �,. _,J, . , - .. i % 1. �, f
W: ;.;� '�* )_ 11 ;,d�, ", .4�2:�--,,, - _�.it.6. , . N, N I \ \ - !. ; -
g ,tzl�1.1�11 ,. F I I t _,t�44zi� i -�, 4 -1 1-115 i i- PARK '
,
�' � ,;� '1V " 0 I 1111111111., -, K�,, � � \ I 1, ,,. I \1 1. . / '. L
i I -1 :;r-:7.� � r I
- - '. Z�_' I
- . A E .. `-19? ��.,?;,. , �, ) ) . *. ^ ,
.t�%��' . 41 . . � I I I ,j ,
T 3 -i'l, .." I __ - .,.11.1-� � I I, . , f
.
I - 1% m Nk ... . 11% - i i _j 1
, - I . : . �'�u ..;' " . �
Z
",
,�. Xz r,-?,,. , �
,
- I *��' 7 , 1. , i2l", . Of , _ I M V) , , / / %
F, A I 4(b Qj b $ ft '�
I
; �- .�'. .- 4, Aq :�_O , k I / v ti"', --
, 'W IV";, E,� --- - , . 1.
�., i "4
— f ;` ,
I Incr . . .; \ N i .. . i 11
fj? kt 311�`1'1-111:� \4--.. 1 . .A,.kM,I, - ,-A .;r t ; _.- I .. I .
!.. )� ', ;P: ,
, , .. It, It :1 " ,
a. & I, 'i;' .-.. �, F ,�,,� ., � ,_�,j 5.�, t.v-_:,_ - - I " . ; t, J .1 p
, ,
.4-11- ' V -- 7 � - - _ii, i � j
;1
I ,- A; 7--.o% . � If
, � F ,I:. ;_-�' I _.. ,v
I 11, I,' N- .- I , , 11 s , i -, g
b1;q - —.1 . ____ .1 7Q%
,!; -prL 'I - 4 .. % : I 11 .
11'j, , .. - I " ;� .. �, ,��V* 7-- .. I . . � / -N.
: '�4 ,�-, �.r � i - ; ) I .. e � 11 . \ 1, ! !
7"
iy �, lzl..I� . I - , 0 � + . . 1. I 'U't. . � . - 1. 1. .� �, , . \ . I I 5 �
�
f . Aq - ;_ b ` " " 1 1 =.:051 I .g; 0 `� Z�'Z_ %t mr-fft " .1 - I / I -, -
" , 1� - I
.0 , 0.1 _j " /
i I - - . . '% I
k .,-? ,� I p-PlY .,.�� I I �qr ,_, , , MIN '1-,.,.
, %ozl- ��, I ,. 8 - . ,,_�o - p � N.",
I � * ��1'1. . .,.-. �,t* ff rg M�.,b,A�.'. .�.
"'. W�,,�;t_ I— � - N I I :
.- - I" : ' , - . . --- - ..�� "I , - )� �, .-,* . % \ : / . I..
.T '0 - , I It I I ,41'.
:� N I I - 1
.�,4 'EL = . ..�, i.� I I .
R I I
�:k "., 4 '.�� ,q�:; -Tu'-sq, 01 .:,, , _'� .1 _v M- . .. I % 1111" I 31 . i I. i , ,
.., I I- '. � .:, - ?_ .- _.
f IRY 1 v- -
. & 011, , . i
I ` 1� ,vtg" "'m - 9 ��.
"
- -
J__ A- -,�* 9i; _�11 - 11 ; -- � � - ; W. 11 1, I.- \ It . '. .. I - -
,
0 , N % . �a �
I
/9 "
,
11
�, 0� -.!.. - - .. -
� .1 -1 � -
�_, ... - - - .. `
- - - =. ___
Rk-liF, I_ -1 - - m Zim, ;- I
� , il� �� ,
R
_" I w
R." i
( d
�;r .
4. �
.L
,V;!, I , �
t (��
'� 1*1 e -1-1 o i
I - .. !,! , �:�-4[�.q� - , " i 1. _. . � I
I'M, �INNW T �zl � ,,,
..* It . ",;
", - J�_' "�y .� " Nt � i 51' .
- * W , ., . - - !f�ms : . 1. %
K- - I I t I-- .* I �'v .
;_ !
. . I, I .
g. .z 1 I � I ..
-
�, � 1�1 . .
+'! I �,-�.,�' i'.,* I I i�l .�1�11 INV, - t I , ` "' _ .1 . . ,
� .4r 11 A % I--- 1.4 - . ! .. t .
, z `.�_ - ��-Ift . 1) . . i I 1. , i i .�.
- �nr-,---::t�-,,�=&�t_� � W. 'w I iy - _T 1'!��_ / 5 �. 'i I
�L�,�_�__�kl I N .��..: iN .." ;-,..,.) �
I �,.� rL, i"', ,., , � t� f , .
I
; _ 1 ,4; - .
; P_�iZ=� 10 0,: 1" I"', v tg 4�1 , I I . 11 "
. 9-ft'l-t. .xti ��,* t; % e , I
� � zv _. .9
= ,iT N, -_ ) �1 %, 1� I
� i, I `� A�-, I , , \1 --- s, I I
I— __ I , -:, 111 : , I I ; �,
-1 , n - �j�; . kk 'I., \ . .,, � / E
111 - , �, _4 .r -1. "I -.1 - �. f I y, I
. Lgit ,,,imm..,� . I �': 1: 1, I
- � -*A", ;1� � � 0 -�"' i I
11 .t — *w - I 1. 1, .
- � k ��_ ., 1� .1 . % , 11
r w ff
� m VIA, "WOM rws-r I � . I . A, �� 1.
Nr 11 r '71�1 p . , . 1. t, ! ;: .1 ;
- ,, �t:Z�Mlllg J-,-?,��, �', -ZP % , � I N " . % f
I 11� , \ p,11.141 1 1. " 'I
:::!::: I 6,11� h4 r-. . , ?
�,j �
r
, � .1. ;- . . ..
: , � - 0 8 ;. " � I . I .-,.
* -
- . �i, , _�f7f ,--ff /
, I
_, �� 005." * , I$ ! .
"I . I - 0 ! . k s PV'
, , t? �., I m � 1� .. 1-1 !Q1 o .... !
,
- - - ,i . 4?1 ,.�il Lqzg . :f.1 I ,v . . . I
I ,19 ). �.�.. 1 3 ,..?�' ; k, I _o- I -0-
� - �,�.�ql j-,� 1; N"If", M.&�,l ,�:,ggvg-m--g
- '. �.))));;;,..�2'. ,
I— - ; I , �,
- AQ�',�- i: - - - r — - - —AP44 —.1N I) -
I _. -'�7 -� - - . 0
Iq - . � " -1. ____-1- : I , - .., �, �'J.
,
. "I , J_ fti7 - D � - .,��'N_R ';N � "a" I Z::
1; I .1'. 6, 1�1' * , `4 ., .i� - " " - * -_ " ` , . � , � +. - 1, - t I
, ,��\(�-.z , _,� . ,� Y'. ; W, �MPP__,�,
. —
I . ?_4 M_w k " M, NO -�- -- a , 1%
,
I IL=J40 � . .--,. 11
,
� I i,N� -- I. ", IMM , .,$.-.',,�-f���7,.-f-A,���l,.,---,',,-�,�?,.,&���-o�,- . _w I gw_ .L . 1
- �p--,. � ,,Z�Ni ,� �,i� Js ,� _�
- - . I - - - 4�,I,,,, _ _77" lft� j I-
.
9 - �� - - ,"LL Qc.i;.11 .4 , . ,�** .4w , I 1171"IST, 0 , .. , 5 : �
� '. - i ,V,�O'. 1w., " I
I - "I"... .,v ., — I.e
- I � I
t ...... - ) I Awm� - A . 11 Z, I ! I - - " I. ��,-,;a�.,---,.,��,-��,,;:,�z�,��-�,�?�,,",, - 'k -L . - "I * ,
x 1�1 _+ ,� - -_-�-;-#L.y��.-�-�.�-q. .
A .. 0 __ __ .- __ .�. - + 6.
___r - � r_-; - '. .e .o -w-
1- tIr .:1 I , � ol
^ . _-i n, _ MoMmM,14,11 , ;�40oi ,.�;j e,
I � . .f ---. *� 1.
1 — 11 � .( o �,-- mr. _ __ -N, 1 ,`4
�
�,
f "
I We � � I I I I � I , . �,, I 1� i - . 0 _-.1 fi, 14 § - .
. . I t y �. ,I I I I 11W . .
. I I I v I
li, '. i �-E - .. ,4P
..
__. — — —.--I I � I �,r. _`Ii- ,:- I I I . I le -ft. I
I 1,.. 9 � � � 11 Q - I- -
I 1A � k r. (()) m =_ %* "I - zA IP"11A I - Qm --.*A; 1_�
, I or% ., .
4t:!�
::
-<�
&--,
<�
U.-
o.f
com
- p I - . _-7v �_- .. _.!�,;. � - 11
- . �F-� - . Im .. -;t:t
, ,
: :: :: :: :: = �� : : �_Ilf -):,Vo p ,,�:)A _--_"q k 1. -.-- , , - ,,, , - -1 _.
I I - I .
-pp I t_ - I � - - � . . - ..-- . . I
F _I !2!;fP,e .t ,,=t. et � : . . . 11b - -- rj**�. 4� al - � �_, ..-. Ir��-.1'...-A�,,-"----I"�""I--
- __ I—- - - � I j - ��!11� 'IV , " ,%, .,;%:..,! _��,�
- , �1
�
, 111��u + _�: �� �. .el .�;I.,` �, " I � 1-1- \.
. � _..
f ! � � V - "I . . - - I, - 17 ,� .. :-I'--- . \
It 0 I - 11 I - " . - ., 5 'a ." .,. -� .-Al
17 ! � : : I : ., i . .--., ,
1
i 1. .... .1 � ,:: i �;Z;Itt..�, : �� ,_11.11 . 1 ...-. "---- PARK....'t-,- I I f ! � -:'I- -
17!-..4! �.. . -- - __.....__._.-+:-,�----.-.,! ,��, :: � , -
3i 00 *...,3, -j-..- I ...____ __:�_ ,- I ,� =_.___I-* i .-... ;� 11
i - - - _._ `_�, '+"----.-..-- ..N� "I
r - p : f " __, "i - -1 - - - - qp ug"�.-, ..T - -1 - - - & � - rI.i .-I.- 11-114111--- 011 - 11 .,
.,
- .,
.
I'll 1?j I - _,W_M�� ,_ I , %--*- �_�__ . . :�_.�,: , L - ., ,m*, -_l 1, " .." �-*`
tk i 7"t!e%.-,*
-4 .. - No o"'...- - f�. I. -
As. .....F
i Ic : ! ' ' -If- "ali .N. - m . _- - ---.
- , , - , "
� m
.. 't-45MM-211L.-I ,Gmf.��=Iz? I Zo , I - --"-
,\ ., . + Z__�Z�- I �_ I - ' .. I , IN
I
Ik .- �, . I ,� I
. _� - . .3w
N 7 .o4 . j -,*--+.-.-
.04 � - .- .
. . . . . . . I - , ---...-,., --.,--.---..--.- . � .. ..... -,.
�, %%, `�v . 1. , _-.... I
'j. 1 i <� , I
:: . I C, - - \\ \-__-4j
, I
. tA ,0;0, 7 I
- �f W
I M
1 .g, �,-
,
�
j I g -
, I
I ��11 "I 0
.. ,�,� ., 1!
�o k.�-
'11
�� R ,
,
, , ;po
1i e,
,
'i I x 1-1 ,I,
11 I 8
I
, , ril, �i' f 0 -
,
I
�
I
� K r, �*,b 0 M 1 L
- - . __ f%f) -,__1...._.,_._._____.... 1--.. . I ,�., I " ----------.-. -
IV , --f A ;
p I I —
"'. n
. ::::::::: �i::::::::::::: ::::::::: --- .,
I
I
� - , . " ;!! -
,
- , .3
1
�, . . . . .
I
11,
,
,
I
"I
I i- 1.
... ... 4, .
I
i
!
I -ou
n p I
tl00000"7. �O
"%� R K
�M,
,'f
.;I
,M3
'Alckl
_
-
7, r
.),.,�J_,
,
I ep . .
-
.
i 111", -
0
— .
11"
1
.1,113
'N I
111M
PARK -
_..
.
�
I.
,e__M�
M -t;
..
-
f..
-
0
M,
�,
401 10 1
,;14
-
__ J�� N IP
.1 ._�."k%�,m I iz*_,uga�&. ( I xoc;utt� I Nae�D4�Q I .,---2r � - I
__`L������� ai %:_ js\'TVF�01'
-3()() f X,.Zo 15:58-5)
.. .'.
-
.1
..
- 11 L= 1 000' ' -- W
:::���:::::::::::::::: I
— I - I .
., .1
W, t . 11 L � 11 .
-
. .1 I 77 1-- . _... ,-.--. 40 ... r- - 0� I i: ... � I --m-_ - -I .- - .�
__' — 0_1&_1:u.1*:w i ;iL�� I - .kal��_Azo.=*� 1.
..
- . -
,
-
..
. 1
4
1 , I I
PARKWAY Q ,-- I + ..A
r600 *%% 1 5 4.5 - *+.. ..
. z
�
,
1/0* -o 7. 2
\� R K
I
k.:o� 1\0010
m9 - If +... .. 1. I ------ - .
I .- . r eQ �
- I � Pp. /_0
.
.1 , .00",
.
.., � !I I I . :� i I
S I I I'll
I .. I i! '.' , 00= 2 5 a .
'� ..
. -
. r. :. .- Q -
I:. 11 n. I * 620 .
D I .. /
. . . . . I I _ = # ..., .
.
- � I . " 1 180
) - .- EL. % ,
. , v* ,00
. .. = a
I �� . 1w. 1507.0
a � 11.1 � +
Pil ; - - I . L=565' -m
1. g , I I 1h,
.: ;1 I � ;
+ :
. I .. %_E.�V.. .. ��R -z , * , ,7 R I " i " "i"I";', I , R
- - - - - " I - i -- " I 4 L--�-- _', ;�-" ,r -w i w4w,w !, F1=;";�,w*,' I &'FERR It 'RWE4S 'I RR_-�, 1 ,6,,�4,_Rtv 1 StLORR"! I fi% - 1
11 f1b, ! , � .. - - -1 - - ' - 1 kQ7 _Z j ��_�_�,�,, ; �� -
- -
-� - 4' .-- - - 'am i i., �.@-' - - - % lww� � _,��%;:izalal_- I _-
...- :1 .. ��,;._ I . ;,� - *, 1 iE�RH ! R � � ! q�m k�z .,_,"""':'�', � , ", ,,,, ____
- - tw -, _-) ,W�, �i - --* - , j: --i � i ,, , ,
. �",, -
. � 11 ,,4, ,; O,tt, ,g"'"', ,. ioz�, �;r, . — _.,._____ — __ —
I I i I I *--- — — ____.- — —
A A , —,
,
- . — —
I 1; . —,--,-_,.I- — - — — ____
11 I I -1
., &�;,
. g woo _____ ---------
. ii; . , ..-
� -
1, - - ., Q1 00= 130.0 . _."__ , ..
... T I. , 21 -
, Il !. -�, I I � _____� I
0 1 IF -, I .------,, .-
5 i I F ". r"I = 1 5 1 5.2 __ - ------
. t - F -L-* ____- I �
i , . = ,� -1.
I I � I. 1w 1503.3
-,.- It I . . _, ..— .- �_��
.;, . —
I c I _�__
1 14, , . , _. +.--,..,
I ` , ., 1� .
.
.
I , 11 . —..--- .---
. � I I- V. "
i I I i I ___ .—
. . , . ,_
� I ,,, ", .
I .,,� I .. _�___ .� _____
,
L I I ,� : . — -,
i � � . � Q100= 1 35.8 __....- -
1 14 r, " - ...., - 1 22 _.1.. ,t,_ ____ , � __-----
.- I __ -,, ,, ..,,-�z:�"L�i,-=a-a-=-,�.1m..Imc.i)"%2%10
.,
I V,� 17 it % I., r I t-__ 11,11.3 .- , __----- 'N,.", �,,,,�
.
. , - � * — _.� _1ZN__�.-1,
. , ...A . 11 -_ -
: *.: I ... lk I ._____, '04," -
.- . 1 =1501jo ,� _____�' -, ,�,w.,,,,,m NODE DESCRIPTION
.... ; I 1w 1, --- --a"
), I , .1b, -1 , . _... .- �_ ,.,":.v".:.,if.
M 11, 0 ��. .-__ ------ __,� -
, .
, � . � _'O,_,.�M
.
- -
- It a .- ',�._ . ___ - ___-.- .- .-
� !, - . - .,M"'.,�X�=Mb; �
.,:: - _�
. I f , ------- �� .,.'-ft- -.1- -mm-, ,�_.,M�x,
.
� 1. I -, Z�;_;
� I __`' _,��,,�
� , I - _.... _. � - - ,,,_,.=�
I - " -,-. , ,,,_,,.4
.. �.,l .:, k I 'I- ._-��- ___ - .Z�
1��__, �,,,Mo-' -
,
I �`k I , __ * -10_-r_M1;_;^_1��__;];�
, - -
. -k .� -;:��., "_ I ��� ��_7a,_A,111 - ,.:;Z��,�,,;: -
1� -_,_� � .:�'; -
., % - . . ,Pti I., - ��-_;�_ 1�1_
. � t ,- �,----e�;-��� --, _,�` __ -
�\. ,/ .-,;A-w"
-1 � �.,� ,-. . . __:;��� �,11___ ..---
;,_ �.� _,� , Po .- _.�� 1_� ,
L- I, 1, I 'Ir I - �� -
11 * v " .. ,-f--_;.,- ,d,,t,:�;--.,4 ---
I., --=, . -,�,f, .11 ..... ; .,�,�;�
� . . . . . .... ;4 - '..;_71_1 .11, i_,� *:!", SUBAREA DESCRIPTION
,I V - _11� ..
I . ", .1 .�, 00= 1 F.') , -;�_
. 4. , I .1, 35.8 - k .�,:�;�"
.I,- -11
7 ,�� 23 ,,"---- 'o -1c,
11 �. Q .. 1�: A ;.
, " - .� 4;�;�
� � -I� 011 -A A \"".��_all� ,
.. � ... I " ,� -
, ..I- ,1�.,:� " �, -1, :; Z-,:, -va r
I I = 1 ,,,;, ., � I P� _: _�'
<_ ,:�---- - EL 512.6 ir.CA�� lt��, nl.I,!;�,�� I -
.
. . I t 1, " .
- -";�`�`
,::� '.- . . ,, _o�, _� v.zih,;_;,91
� . IV 1500.1 ,_,,.,.'tO--�� � ", 4 " 1� I
_� I .. 1� .= ,� :, � ,t_�� -�-�-_
.. _; _. �� *
-I',- __ 1�o
.- _:,�
... ., - 11 _,wlitt�6__M�,__� 01-1- .-A _1%
* ' ___. -
.11 -I- , ., _�,,_Tll - -��-, - I %,., � ii, k, tt:�,—t_l .
��__,-__-_,
., �
- I --,.-,:--, �-_, D I I *,�F__k��5;�"�_ *
_� 1, , L.1 kA. _.
. �,, , .�, .,,,v,.q" 'i � _-Iv-'-'-&,��- I
- .4�.:
- P��_---<ap- . .
-
.� *-r � I ,
- ,,,_.-.4�.,.��,� , �
-1 5;-,. . e-1 ,I I
,-:� �� ,.,,�,_.�,_ , � ;C, ,_ 'A�_ - .;;�40`
�. ii� r - � 1;�-v
n , � �� ,_;�,
, __��-�::-- . .
.� �_,_ 141-10 y __1' ,_,O�__11
"
, _�_ , ___. 114" - -
_r *. . I ___ ___ I
.,W."__�Z, — ..— -
.,'.,.,"ZL
�
. ::".��
4_",.�.",:"o__�PI" .,_-"�- :
.�,,,,,�,
�
,�.;,��_.?-�4-�___11 -,...- . _.�
....
_....
- L - * � .... - �,�:;�
�"1.�.�ll,�--,---�1"4'4"1������-I __ __._ . -- wA,;;*.,,1-m--1
�1�4___,_, �� i;Awp
;W_91; * — . ��_ =14 - - ��,_
___:�,�,i;=,
� -
�c;� .
-
-I,- __ -.---- ,�IM4;iz�l-l���-----:;;-----,�;:--I
.@— -
I ������
1�1 1�� � �
��
- _,— — — .-r —
24 25
.= _ _..71W_- -
. -Z ..
__ __ — - -, .--.,. -
.
- __ __._�_ -
;�
�i'
.
:
.
_ ' ' L ,
KEY
- ____
___
.
. . I . � '* '7 -Rs.
-��Vkt.,�
T_
Liza��&_(_�
.
. - .�
� q1ke ,,Ie_�_ �1
---------- � _1�10_<!!)l -
-
_ - - ___
.-,---.--
�_,, 'r-�-,,_�_,�, .�--l.-�-�-�;�t.-�,-I-tk-�-;-"M.-,-.�. �-.,.-P.l"--"-.—.---,�,--%I,-��.---
_.�,t�, — - ____ - _,...__._,._ - -..----.-.-..- . . � _,,__-�11
--,_-_-,,:,, - ,��_-
- ��-
V----�.., .-!""--
_,�, � � Z:�! __ *,.,�,
,_� ,:t�r�A.. ,
,��,!:,' !!� �'.��,�--�----.,%Sl.�-I'S,-..-,.-^-W-14w-.,:-
--�,,1�_:t`1---`- - - .., �-,�,_ _ ., - - .__�__ ,-_�,.�,,--_�,,_�.. _.
� ��'Iw._,�-—,,�,,�___�_ - - __..__,.__ - _..____.__._. - ---. � 1__-C_�.,�\_11�1
NOTE
ALL SOILS GROUP "A" EXCEPT
��t�_� �ae��P�"'F------
rA�&'4=jjj;4jqJjn;r ,J@Jffir"�.�
. 'a I ;4 IM'M
0— 1 00 (CF
ELEV./M.
'�
/AC&E�AGI
\,,DENSITN
�
%%-�
L=50(
_90*===pv_
MIN I M1111 I m
46
0
00
11
I
0
In
T_
ui
_j
<
C)
V)
.
I
!L) -e
)
I I
AT5x?s3==
m I now
VIIX
J:\8261180\storm\HY0-MAP.c1wg, 09/17/2OUl 09:33'b/'AM, M