HomeMy WebLinkAboutParcel 1-2 & 6-7Hydrology
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STUDY AREA
Parcel Map 28657 property was initially a part of Assessment District No. 155 (AD 155)
Master Drainage Area Plan. AD 155 outlined a network of proposed storm drain
improvement needed to protect development from flooding during the 100 year storm event.
The purpose of this report is to develop a 100 year master storm drain system that will protect
PM 28657 from flooding during a 100 year storm event.
EXISTING CONDmONS
A portion of Pm 28657 (parcels 1-2 and Parcels 6-7) is located within the Murrieta Creek 100
year floodplain as shown on FEMA Map, dated Nov. 20, 1996. Portions Parcell and Parcel
6 are also located within the mapped floodway. A Conditional Letter of Map Revision
(CLOMR), dated June 1998 has been submitted to FEMA to remove the subject property
from the 100 year floodway.
FLOOD PROTECTION
The development will be protected from flooding by elevating the entire site above the
expected 100 year flood elevation. The project will also be protected from local on and off-
site storm runoff by a series of master plan storm drain system described as follows:
LINE A
Line A will convey storm runoff to Murrieta Creek via an underground storm drain
located in or adjacent to Dendy Parkway.
LINE B
Line B begins at the northwesterly comer of future Tentative Parcel Map 28473 and
will connect to the existing portion of Line B at Winchester Road, just north of Zevo
Drive. PM 28657 development will extend existing Line B from Remington Avenue
to Dendy Parkway and discharge storm flows into proposed Line A
LINE C
Line C will be constructed northerly ofRelJlington Avenue and discharge flows to
Murrieta Creek.
With the above mentioned storm drain system PM 28657 development well be free from
fooling during the 100 year storm.
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STREET CAPACITY
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W. Width (flit) of catch ba.11I op.nlno
O. O.pth of flow (h.t) above normal outt.r flow IIn.
S. Slop, of Str,.t
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Information ba.ed upon r..ult. of hydraulic
mode' .tudl.. mad. by the Bureau af Enoln,,,'no.
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2.0
I
INLET CAPACITY OF CATCH
PARTI AI
BASIN NO.9 CURB OPENING
I NTF'Rr.FPTION ~
I
I
---------~----------------------------------~-------------------------------
----------------------------------------------------------------------------
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
----------------------------------------------------------------------------
----------------------------------------------------------------------------
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
(C) Copyright 1982,1986 Advanced Engineering Software [AES]
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
Advanced Engineering Software [AES]
SERIAL No, I06121
VER. 2.3C RELEASE DATE: 2/20/86
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
**********DESCRIPTION OF RESULTS********************************************
* WINCHESTER RD. AT STA 11+00 *
* Q~2. 86CFS *
*
*
I
****************************************************************************
****************************************************************************
I
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
I
CONSTANT STREET GRADE (FEET/FEET) ~ .012700
CONSTANT STREET FLOW(CFS) = 2.86
AVERAGE STREET FLOW FRICTION FACTOR (MANNING)
CONSTANT SYMMETRICAL STREET HALF-WIDTH (FEET) ~
CONSTANT SYMMETRICAL STREET CROSS FALL (DECIMAL)
CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = .67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) ~ 2.00
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000
CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = .16700
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN
.015000
38.00
.020000
I
SPLITS
I
----------------------------------------------------------------------------
----------------------------------------------------------------------------
STREET FLOW MODEL RESULTS:
I
STREET FLOWDEPTH(FEET) = .35
HALFSTREET FLOODWIDTH(FEET) = 9.59
AVERAGE FLOW VELOCITY(FEET/SEC,) 2.58
PRODUCT OF DEPTH&VELOCITY ~ .90
----------------------------------------------------------------------------
----------------------------------------------------------------------------
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c-=- '2. 1- 4-.b +-1 =7,(,
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C1' ..-t' L - Lc(,+ 7 ().S-J
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~~
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--..
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Q50
40
30
C4-iCI-t ~.s I ~J
.sT4 zot6-o
Q = 7. % C-f-s
51 R-OuJ D = . 4-1
I
D -= . 4 1+-.33 = . 7/
I
Q. Quantity (c. f..J Int.rc.pt.d by catch ba.ln
W. Width (f..t) of catch baaln op.nlno
D. D.pth of flow (flit' above normal outt.r flow IIn.
S. Slope of Strut
Not.:
Information baa.d upon r..ult. of hydraulic
mod.1 .tudl.. mad. by the Bur.au af EnOln..rlno.
City of Lo. Anv.I.. (Ref. - Office Standard NO- 10.)
I
INLET CAPACITY OF CATCH
PARTI AI
o
0.1
2.0
BASIN NO.9 CURB OPENING
INTFRr.FPTION ~
I
CiS
ST.
2-0+50
Flow
I
I
**********DESCRIPTION OF RESULTS********************************************
* CATCH BASIN STA 20+50 *
* WINCHESTER RD. Q=7.48 *
* S = O. 0 30 *
****************************************************************************
I
****************************************************************************
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
I
----------------------------------------------------------------------------
I
CONSTANT STREET GRADE (FEET/FEET) ~ .030000
CONSTANT STREET FLOW (CFS) ~ 7.48
AVERAGE STREET FLOW FRICTION FACTOR (MANNING)
CONSTANT SYMMETRICAL STREET HALF-WIDTH (FEET) ~
CONSTANT SYMMETRICAL STREET CROSSFALL(DEClMAL)
CONSTANT SYMMETRICAL CURB HEIGTH(FEET) ~ .67
CONSTANT SYMMETRICAL GUTTER-WIDTH (FEET) ~ 2.00
CONSTANT SYMMETRICAL GUTTER-LIP (FEET) ~ .03000
CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = .16700
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN
.015000
38,00
.020000
I
SPLITS
----------------------------------------------------------------------------
----------------------------------------------------------------------------
I
STREETFLOW MODEL RESULTS:
----------------------------------------------------------------------------
I
STREET FLOWDEPTH(FEET) = ,41
HALFSTREET FLOODWIDTH(FEET) = 12.41
AVERAGE FLOW VELOCITY(FEET/SEC.) ~ 4.33
PRODUCT OF DEPTH&VELOCITY ~ 1.76
----------------------------------------------------------------------------
----------------------------------------------------------------------------
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SIll- l<q+b2..
Q= 1+.34 c;fs
D= .47 I+-. 33' =
40
30
20
w
2-
0.2
,-
0.3
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0.5 S-
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5
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o. 3.02 Wo.. D1,5
O. Quantity (c.f.I.) Intercepted by catch bOlln
W. Width (feet) of catch bOlln openlnv
D. Depth of flow (flit) above normal vutter flow line
S. Slope of Street
Note:
Information band upon r..ultl of hydraulic
model Itud'" made by tile Bureau of Envlne,,'nv.
City of LOI Anvel.. (Ref. - Office Standard NO- 108)
2.0
I
INLET CAPACITY OF CATCH
PARTI AI
BASIN NO.9 CURB OPENING
I NTFRr.FPTION 5"
I
I
ST,
eib
Fl d v.J
I ~ +-' z..
----------------------------------------------------------------------------
----------------------------------------------------------------------------
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
I
----------------------------------------------------------------------------
----------------------------------------------------------------------------
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
(C) Copyright 1982,1986 Advanced Engineering Software [AES]
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
----------------------------------------------------------------------------
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
Advanced Engineering Software [AESJ
SERIAL No, 106121
VER. 2.3C RELEASE DATE: 2/20/86
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
I
**********DESCRIPTION OF RESULTS********************************************
* WINCHESTER RD. CATCH BASIN 19+62 ST. FLOW *
* Q~14.34 5 ^ "'_ *
* :: t.J.O~o *
****************************************************************************
****************************************************************************
I
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
----------------------------------------------------------------------------
I
CONSTANT STREET GRADE (FEET/FEET) = .030000
CONSTANT STREET FLOW (CFS) ~ 14.34
AVERAGE STREETFLOW FRICTION FACTOR(MANNING)
CONSTANT SYMMETRICAL STREET HALF-WIDTH (FEET) =
CONSTANT SYMMETRICAL STREET CROSS FALL (DECIMAL)
CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = ,67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00
CONSTANT SYMMETRICAL GUTTER-LIP (FEET) ~ .03000
CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) ~ .16700
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN
.015000
38.00
.020000
I
SPLITS
I
----------------------------------------------------------------------------
----------------------------------------------------------------------------
STREET FLOW MODEL RESULTS:
----------------------------------------------------------------------------
I
STREET FLOWDEPTH(FEET) = .47
HALFSTREET FLOODWIDTH(FEET) = 15.78
AVERAGE FLOW VELOCITY(FEET/SEC.) ~ 5.36
PRODUCT OF DEPTH&VELOCITY = 2.53
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I
51
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I
STREET STD NO. 110- INDUSTRIAL COLLECTOR STREET
AT 8=0.0050
----------------------------------------------------------------------------
----------------------------------------------------------------------------
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
============================================================================
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
(C) Copyright 1982,1986 Advanced Engineering Software [AES]
Especially prepared for:
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
Advanced Engineering Software [AES)
SERIAL No. 106121
VER. 2.3C RELEASE DATE: 2/20/86
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I
I
**********DESCRIPTION OF RESULTS********************************************
* STD. NO. 110 ~/17&. I *
* S~0.005 .:;>0 l> *
*
*
****************************************************************************
I
****************************************************************************
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
I
CONSTANT STREET GRADE (FEET/FEET) = .005000
CONSTANT STREET FLOW(CFS) ~ 40,00 QM..", .:: <f:'c:..S-.s
AVERAGE STREETFLOW FRICTION FACTOR (MANNING) = .015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) ~ 28.00
CONSTANT SYMMETRICAL STREET CROSS FALL (DECIMAL) .020000
CONSTANT SYMMETRICAL CURB HEIGTH(FEET) ~ ,67
CONSTANT SYMMETRICAL GUTTER-WIDTH (FEET) = 2.00
CONSTANT SYMMETRICAL GUTTER-LIP (FEET) = .03000
CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = .17000
FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES
I
I
----------------------------------------------------------------------------
----------------------------------------------------------------------------
STREET FLOW MODEL RESULTS:
I
NOTE: STREETFLOW EXCEEDS TOP OF CURB.
THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION
THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL.
THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED.
I
STREET FLOWDEPTH (FEET) .68
HALFSTREET FLOODWIDTH(FEET) = 25.97
AVERAGE FLOW VELOCITY(FEET/SEC.)~ 2.88
PRODUCT OF DEPTH&VELOCITY = 1.96
I
============================================================================
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5~
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STREET STD NO. 110 INDUSTIAL COLLECTOR
AT S=O.OO50
----------------------------------------------------------------------------
----------------------------------------------------------------------------
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
----------------------------------------------------------------------------
----------------------------------------------------------------------------
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
(C) Copyright 1982,1986 Advanced Engineering Software [AESj
Especially prepared for:
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
Advanced Engineering Software [AESj
SERIAL No. 106121
VER. 2.3C RELEASE DATE: 2/20/86
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
**********DESCRIPTION OF RESULTS********************************************
* STD NO. 101 *
: S=0.005 76'/100' :
****************************************************************************
****************************************************************************
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
CONSTANT STREET GRADE (FEET/FEET) = .005000
CONSTANT STREET FLOW (CFS) = 50.00 4>Mo;< ::. !:50 C~S
AVERAGE STREETFLOW FRICTION FACTOR (MANNING) = .015000
CONSTANT SYMMETRICAL STREET HALF-WIDTH (FEET) = 38.00
CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) .020000
CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = .67
CONSTANT SYMMETRICAL GUTTER-WIDTH (FEET) = 2.00
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000
CONSTANT SYMMETRICAL GUTTER-HIKE (FEET) = .17000
FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES
----------------------------------------------------------------------------
----------------------------------------------------------------------------
STREETFLOW MODEL RESULTS:
NOTE: STREETFLOW EXCEEDS TOP OF CURB.
THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION
THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL.
THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED.
STREET FLOWDEPTH(FEET) .72
HALFSTREET FLOODWIDTH(FEET) = 28.16
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.08
PRODUCT OF DEPTH&VELOCITY = 2.23
'9\
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/'"'-.
r-
""--"
LEVEE CRITERIA
Page F-32
Cut-Off Depths
VelocitIes StraIght Reaches *Curved Reach
0 - 6 f.p.s. 6-ft. 9-ft.
6 - 10 f.p.s. 8-ft. 12-ft.
10 - IS f.p.s. 10-ft. IS-ft.
15 - 18 f.p.s. 12.5 ft. 18-ft.
18 - 20 f.p.s. 14 ft. 21-ft.
*Check the cut off depth for curved reach on Chart F-06 on Page F - 38
Use that depth If greater than gIven hereon.
MaterIal and Structural Requirements
Concrete Levees (1 1/2:1 max. sIde slope)
Levee ThIckness - T
VelocitIes Straight Reach Curved Reach Reinforcing
0- 10 f.p.s. 6-lnch 8-lnch 14 @ 18" Bothways
10 - 20 f.p.s. 8-lnch 10-inch 14 @ 18" Bothways
Gunite Levees (I 1/2:1 max. sIde slopes)
Levee Thickness - T
VelocIties Straight Reach Curved Reach Reinforcing
0- 10 f.p.s. 8-lnch la-Inch 14 @ 18" Bothways
Gunlte levees not permitted where velocitIes exceed 10 f.p.s.
Hyd. Man.
(po
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Page F-33 LEVEE CRITERIA
Haterial and Stru~tural RequIrements
Rip-Rap Levees (2:1 max. side slopes)
(Ungrouted)
/""--..
Ro~k Size Levee Thl~kness - T Fitter
Ve lo~ I ties (050 Size) Stra I ght Rea~h Curved Rea~h Thl~kness
0- 7 f.p.s. 50 lb. (10") i5-ln~h 20-)n~h 6- I nch
-
/'
7 - 9 f.p.s. 100 lb. (12") 18-ln~h 21t- in~h 6-ln~h
10 f.p.s. 150 lb. (15") 2)-ln~h )O-In~h 9-ln~h
11 f.p.s. 300 lb. (18") 27-ln~h 36- inch 9-ln~h
12 f.p.s. lilt-ton (21") 32-ln~h 42-lnch 9-ln~h
13 f.p.s. In-ton (27") 41-ln~h Sit-Inch 12-lnch
13 - 15 f.p.s. I-ton ()It") 51-ln~h 68-in~h 12-ln~h
16 - 175 f.p.s. 2-ton (4)") 65-1 nch 86-ln~h 12-1r.~-
18 - 20 f.p.s. 4- ton (54") 81-in~h 108-ln~h 12-ln~h
(Grouted) Can be used only with spe~lal Olstrl~t approval
16 - 20 f.p.s. 1- ton (31t") 51-ln~h 68-tn~h 12-ln~h
Gablon Levees (2:1 side slopes)
Levee Thl~kness
(Straight or WI re Gage
Velocities Curved Rea~h) Rockf III of Baskets Apron Lengt~
o - 7 f.p.s. 12-ln~h, Baskets 4" - 8" 12 ga. 12 feet
8 - 10 f.p.s. 18-lnch Baskets It" - 8" 11 ga. 18 feet
11 - IS f .p.s. 18-1 n~h Baskets 4" - 8" 11 ga. 21 feet
,~
Gablon levees not permitted where velocities exceed 15 f.p.s.
Hyd. Han.
~\
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SECTION 4
LINE -C
HYDRAULIC CALCULATIONS
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W. Width (feet) of catch ba.ln opening
O. Depth of flow (fut) above normal gutter flow line
S. Slape of Street
Note:
Information ba..d upon r..ult. of hydraulic
model .tudl.. made by the Bureau of Englne.,ing.
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I
INLET CAPACITY OF CATCH
PARTI AI
o
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I NTF'Rr.F'PTION CD1
I
----------------------------------------------------------------------------
----------------------------------------------------------------------------
I HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
~==========================================================================
Ir<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
(C) Copyright 1982,1986 Advanced Engineering Software [AES]
I
Especially prepared for:
NESTE, BRUDIN & STONE, INC.
Il<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
1[---------------------------------------------------------------------------
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
Advanced Engineering Software [AES]
SERIAL No. I06121
RELEASE DATE: 2/20/86
I
VER. 2.3C
11<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
I*********DESCRIPTION OF RESULTS********************************************
REMINGTON AVE. AT STA 27+00 S=O.0096 .:ST~l'r...fLT "FLOw *
* Q MAX. 87.33 *
I ~************************************************************************:
.***************************************************************************
II>>>STREETFLOW MODEL INPUT INFORMATION<<<<
----------------------------------------------------------------------------
I
I ***STREET FLOWING FULL***
CONSTANT STREET GRADE (FEET/FEET) = .009600
CONSTANT STREET FLOW (CFS) = 87.33
AVERAGE STREETFLOW FRICTION FACTOR (MANNING) =
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) =
CONSTANT SYMMETRICAL STREET CROSSFALL(DEClMAL) =
CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = .67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .16700
FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES
,018000
28.00
.020000
I
I
----------------------------------------------------------------------------
----------------------------------------------------------------------------
I
I
I
I STREETFLOW MODEL RESULTS:
---------------------------------------------------------------------------
NOTE: STREETFLOW EXCEEDS TOP OF CURB.
THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION
THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL.
THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED,
STREET FLOWDEPTH(FEET) = .80
HALFSTREET FLOODWIDTH(FEET) = 28,00
AVERAGE FLOW VELOCITY(FEET/SEC.) =
PRODUCT OF DEPTH&VELOCITY = 3.35
sT.
~1... OuJ
4.16
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POS,ITlONED,
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NOTES
FACE PLATE '/.' X 10' IfOLLED PLATE (ASTN A38) FORMED
AS SHOWN.
FACE PLATE ANCHORAGE 'I,"" STEEL ANCHOR 42' DC
MAX. PLACED AS SHOWN.
PROTECTION BAR A PLAIN ROUND STEEL BAR ," DIA.
SHALL BE INSTALLED. BAR SHALL BE EMBEDDED 8l
5 INCHES AT EACH END.(~:,..:~~"? CATCtt "''''')
SUPPORT BAR I INCH DIA. II 20" LONG WITH SQ. HEAD
AND HEll. NUTS, BEND AS SHOWN. SPACING SHALL
NOT EXCEED 4 FEET.
ALL EXPOSED METAL PARTS SHALL BE GALVANIZED'.
o
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.,v..,... co.n ,",,00. C..,....,
--
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BA.SIN OPENING
...... ...
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STANDARD DRAWING NUU8E.R C8105
11."'" DATI CJtIC_,.,..
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0.7 .-
Qa Quantity (e.f...) Int.re.pt.d bJ catch ba.ln
w. Wldtll (f..t) of catch ba.ln op.nlno
0- D.pt. of flow (flit) above norlllal 9IItt.r flow IIn.
S. Slop. of Str..t
Not.:
Information balld upon rllult. of hJdraulle
mod.. .tudl.. mad. bJ the Bur.au of Ell9ln.erIIlO.
Clt, of Lo. Ange.e. (Ref. - Offlc. Standard NO- 10.)
2.0
OF CATCH BASIN NO.9 CURB OPENING
PARTIAL INTERCEPTION 10
Plate 2.6-0653
I
I;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
.-------------------------------------------------------------------------
--------------------------------------------------------------------------
Il<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
1
1
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
1---------------------------------------------------------------------------
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
1 Advanced Engineering Software [AES]
SERIAL No, I0612I
VER. 2.3C RELEASE DATE: 2/20/86
1<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
(C) Copyright 1982,1986 Advanced Engineering Software [AES]
Especially prepared for:
NESTE, BRUDIN & STONE, INC,
I*********DESCRIPTION OF RESULTS********************************************
* REMINGTON AVE. CB STA 27+72.06 *
I
*
*
****************************************************************************
1***************************************************************************
>>>>STREETFLOW MODEL INPUT INFORMATION<<<<
----------------------------------------------------------------------------
1
1
CONSTANT STREET GRADE (FEET/FEET) ; ,005000
CONSTANT STREET FLOW(CFS); 36.83
AVERAGE STREETFLOW FRICTION FACTOR(MANNING) ;
CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) ;
CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) ;
CONSTANT SYMMETRICAL CURB HEIGTH(FEET); .67
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET); 2.00
CONSTANT SYMMETRICAL GUTTER-LIP(FEET); .03000
CONSTANT SYMMETRICAL GUTTER-HIKE(FEET); .16700
FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN
.022000
28.00
.020000
I
1 ***STREET FLOWING FULL***
SPLITS
r;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
STREETFLOW MODEL RESULTS:
----------------------------------------------------------------------------
I
1
1
NOTE: STREETFLOW EXCEEDS TOP OF CURB.
THE FOLLOWING STREETFLOW RESULTS ARE BASED ON THE ASSUMPTION
THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL.
THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED.
STREET FLOWDEPTH(FEET); .73
HALFSTREET FLOODWIDTH(FEET) _ 28.00
AVERAGE FLOW VELOCITY(FEET/SEC.); 2.22
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