HomeMy WebLinkAboutTract Map 30434-1 Hydrology & Hydraulics
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30L/3Lj
HYDROLOGY AND HYDRAULICS
TRACT NUMBER 25892
LOCATED IN THE CITY OF TEMECULA
RIVERSIDE COUNTY
CALIFORNIA
JUNE 26, 1997
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PREPARED FOR:
CHONG-SHU WANG et 01.
1863 CALLE MADRID
ROLAND HEIGHTS. CA 91748
PHONE 213-346.6683
PREPARED BY:
O'MALLEY ENGINEERING
720 W. SIXTH STREET
CORONA. CA 9i720
PHONE 909.734.0633
FAX 909.737.9487
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TABLE OF CONTENTS
DRAINAGE REPORT NARRATiVE.................. 1
RATONAL METHOD DEVELOPED SITE...........3
RATIONAL METHOD TRIBUTARY AREA......... 5
OPEN CHANNEL CALCULATIONS.................. 6
STREET FLOW CALCULATIONS......................7
WSP - STORM DRAIN LINE .A......................... 8
WSP - LAT NO.1 FROM C.B. NO.L.............. 12
WSP - LAT NO.2 FROM C.B. NO.2................ 15
WSP - LAT NO.3 FROM C.B. NO. 3.................18
WSP - STORM DRAIN LINE .B......................... 21
WSP - LA T NO.4 FROM C.B. NO.4................. 25
WSP - LAT NO.5 FROM C.B. NO.5................ 28
WSP - LAT NO.6 FROM C.B. NO.6................ 31
CATCH BASIN CALCULATIONS..................... 34
CATCH BASIN CAPACiTY............................... 35
STANDARD DRAWINGS
CATCH BASiN............................................ 37
JUNCTION STRUCTURE............................. 38
MAN HOLE................................................. 39
HEAD WALL.............................................. 40
DRAINAGE AREA MAP.......................ATTACHED
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DRAINAGE STUDY
TRACT NUMBER 25892
SITE DESCRIPTION AND PURPOSE OF STUDY
. The property herein described is located in Section 7, Township 8 South, Range
2 West, San Bernardino Meridian, in the City of Temecula, County of Riverside,
California. The 20 acre site lies directly south of Pauba Road and approximately
1200 feet west of Margarita Road. The site is boardered by the Temecula Valley
Kingdom Hall on the West and vacant land on the other sides. The existing
undeveloped site consists of native vegetation on the hillsides. An ephemeral
stream bed traverses the southerly portion of the site. The proposed
development consists of 34 one half acre single family lots.
The purpose of this drainage study is to determine the 1 OO-year flood potential
and app~opriate mitigation measures.
HISTORIC DRAINAGE
The existing local watershed consists of 125 acres with a Q100 of 309 CFS as is
shown by the hydrology. The existing channel which traverses across the site
from west to east, easily accommodates this Q. The project site drains into this
channel.
PROROSED DRAINAGE DESIGN
The site will drain southerly in each of the two proposed cul-de-sac streets to
two catch basins where a portion of the drainage will be picked up in catch
basins. The remainder of the flow will drain into a catch basin at the end of the
cul-de-sac. A small catch basin is needed in the cul-de-sac because of the
reduced lot frontages there. The storm drain system then carries the flows to the
channel that runs west to east near the southerly boundary.
To mitigate flood hazards and minimize the diversiqn of flood waters from the
project site to adjacent properties the design criteria for the site has been
determined as follows:
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1) The proposed street sections will direct storm water through the
site and into the above referenced channel.
2) All areas that are lower than the proposed channel will be filled and
graded to drain into the channel.
3) The sides of the channel adjacent to existing and proposed
development will be protected with 12 inch rip rap.
4) One quarter ton rip rap will be provided at the channel outlet near
the southwestern corner of the subject property.
5) Neither upstream or downstream properties shall be adversely
affected due to these mitigation measures.
METHODOLOGY & REFERENCES
Methods used to calculate runoffs are as prescribed by the Riverside County
Flood Control District Hydrology Manual, The Riverside County Rational Method
was used to determine the 1 OO-year developed peak discharge. Capacity
calculations for the open channel are based on Manning's equation.
CONCLUSION
The drainage plan and report are in accordance with the Riverside County Flood
Control District Hydrology Manual. As such, the runoff from the subject site, if
developed as planned, should not adversly affect persons or property upstream,
onsite or downstream.
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1 Project: 518a.rrv Page 1 Calculated By: I I
I I Study Date: 06/30/97 Hoisture Condition(AHCI: 2 Checked By: I 1
"- I 100.D,Year Storm 1 hour rainfall: 1.30 (In.) Intensity Slope: 0.550 1 1
1******************************* RAT ION A L H Y D R 0 LOG Y - R I V E R SID E C 0 ****..**********************1 I
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I 31.001----------------1------1-------1----1------1------'-----1 10.0401 I 11000112.71-----IINITIAL SUBAREA I 1
1 32.001 D-l00XISF 1/21 4.513.0510.831411201.41 11.41------1-----1-------1----1----1----1 12.71---------------1 I
1_________1----------------1------1-------1----1------1------1-----1 11.43IO.107IStreet I 7.01 2451 0.61-----1 qaVB: 15.11 1 I
I 1 40.0 wide street 1 I 1 I 1 1 I I 1 1 1 I I dn=0.3 Flow hw=11.61 1
I flow to pt.# I 1 I 1 1 I I Wdth Ctr-Brk: 18.01 Ix-fall: 0.0170 Ox-fall: 0.0170 I 1
I 33;001 0-100XISF 1/21 2.912.9810.829911175.21 7.21------1-----1-------1----1----1----1 13.31---------------1 I
II 1---------1----------------1------1-------1----1------1------/-----1------1-----1-------1----1----1----1-----1---------------1 I
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I I Version 3.3 Copyright (c) CIVILCADD/CIVILDESIGN, 1992 I
III ;+;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::-:::::::::::::::::::::::::::::::::::::::::::::::::::::::::+
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III I I O'Malley Engneering Corporation, Corona, CA - SIN 570 I
I 1----------------------------------------------------------------------------------------------------------------------------1 1
I" I I Project: 518a.rrv Page 1 Calculated By: I 1
I I Study Date: 06/30/97 Hoisture Condition(AHC): 2 Checked By: 1 I
1 \ 100.0 Year ~torm 1 hour rainfall = 1.30 (In.) Intensity Slope = 0,550 I 1
. I 1******************************* RAT tON A l H Y D R 0 lOG Y R J V E R SID E C 0 *********************.*....*1 I
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1 1-----------------------------------------------------_______________c______________________________________-----------------1 I
II I Project: 518b.rrv Page 1 Calculated By: , I
I I Study Oate: 06/30/97 Moisture Condition(AMC): 2 Checked By: I
1 100.0 Year Storm 1 hour rainfall = 1.30 (In.) Intensity Slope = 0.550 I
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I 41.001----------------1------1-------1----1------1------1-----1 10.0781 1 11000111.11-----11H1TIAL SUBAREA I
1 42.001 0-100XlsF 1/2' 5.413.2910.835711179.81 14.81------1-----1-------1----1----1----1 11.11---------------1
1_________1________________1______1_______1----1------1------1-----1 14.84IO.040IStreet I 5.01 1401 0.51-----1 qavg= 18.55 I
I 1 40.0 wide street I 1 I I , I I 1 , I I 1 I dn=0.4 Flow hw=15.31
I flow to pt.# I I I I I I 1 ~dth Ctr-Brk= 18.01 Ix-fall= 0.0170 Ox-fall= 0.0170 I
I 43.001 0-100XISF 1/21 2.713.2210.834411174.21 7.21------I-----!-------I----!----!----ll1.61-m---m-----1
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I 1 Version 3.3 Copyright (c) CIVILCADD/C1VILDESIGH, 1992 I
II !+!:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::-::::::::::::::::::::::::::::::::::::::::::::::::::::::::'+
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I I O'Malley Engneering Corporation, Corona, CA - SIN 570 t I
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II I Project: 518b_rrv Page 1 Calculated By: I I
1 I Study Oate: 06/30/97 Moisture Condition(AMC): 2 Checked By: I I
I I 100.0 Year Storm 1 hour rainfall = 1.30 (In.) Intensity Slope = 0_550 I I
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1 1-------------------------------------------------------------,--------------------------------------------------------------1
, I Project: 518.rrv Page 1 Calculated By: I
II 1 Study Oate: 07/01197 Moisture ConditionCAHC): 2 Checked By: I
1 1 100.0,Year Storm 1 hour rainfall = 1.30 (In.) Intensity Slope = 0.550 I
I '******************************* RAT ION A L H Y D R 0 LOG Y - R I V E R SID E C 0 .***************************1
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1_________1________________1______1_______'____1------1------1-----1 31.1110.035IStreet 115.01 7501 0.8'-----, qavg= 87.69 I
I I 40.0 wide street I 1 1 I I 1 1 1 1 1 I I 1 dn=0.3 Flow hw=20.01
I flow to pt_# I I I I I I I \/dth Ctr-Brk= 18.01 Ix-fall=-0.1700 Ox-fall= 0.0170 I
'12;001 0-100XISF 1/41 40.013.2110.845211198.01108.41------1-----1-------,----1----1---,1 11.61---------------,
I I 13;001 Natural Channel travel time + subarea flow addition 1------'-----1-----,-1----1----'----1-----1---------------I
1_________1________________1______1_______1____1------1------'-----1139.48IO.023INat Ch I 8.4110001 2.01-----1 qavg=168.19 I
I 13;001 0-100XISF 1/21 21.012.9410.829111175.01 51.21------1-----1-------1----1----1----1 13.61---------------1
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I", 1-_______-1-_m_mm___-1-m__,-------1-m'm---I------I-----1190.67IO.020INat Ch I 8.7I100011.9Im--' qavg=231.71 1
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============================================================================
HYDRAULIC ELEMENTS - I PROGRAM PACKAGE
----------------------------------------------------------------------------
----------------------------------------------------------------------------
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
(C) Copyright 1982,1986 Advanced Engineering Software [AES]
Especially prepared for:
O'MALLEY ENGINEERING CORPORATION
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>)>
-
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-----...-----..-------------------------------------------------------------
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
Advanced Engineering Software [AESl
SERIAL No. 100719
VER. 2.3C RELEASE OATE: 2/20/86
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>>>>CHANNEL INPUT INFORMATION<<<<
..--------------.-----......---.-..----.---.-...-------..--.-.--------------
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CHANNEL 2(HORIZONTAL/VERTlCAL)' 2.00
BASEUJDTHCFEET) = 10.00
CONSTANT CHANNEL SLOPE(FEET/FEEI)' .019000
UNIFORM FLOU(CFS) . ,309.00
MANNINGS FRICTION FACTOR = .0250
i I
=;~=========================================================================
I
NORMAL-OEPTH FLOU INFORMATION:
--------------------..--------------..----------------.---------------------
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>>>>> ;NORMAL DEPTHCFEET) -
FLOU TOP- UIOTH(FEET) .
FLOU AREA(SQUARE FEET) .
HYORAULIC OEPTH(FEET) = 1.58
FLOU AVERAGE VELOCITY(FEET/SEC.) .
UNIFORM FROUDE NUMBER = 1.504
PRESSURE + MOMENTUM(POUNOS) =
AVERAGED VELOCITY HEAD(FEET) =
SPECIFIC ENERGY(FEET) = 3.834
2.04
18.17
28.77
10.74
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8087.18
1.791
I ----------------------------------------------------------------------------
----------------------------------------------------------------------------
CRITlCAL-OEPTH FLOU INFORMATION:
---------------..--.------------------------.--.-----------.---.------------
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CRITICAL FLOU TOP-UIOTH(FEET) =
CRITICAL FLOU AREA(SQUARE FEET) =
CRITICAL FLOU HYDRAULIC DEPTH(FEET) =
CRITICAL FLOU AVERAGE VELOCITY(FEET/SEC.) =
CRITICAL OEPTH(FEET) = 2.59
CRITICAL FLOU PRESSURE + MOMENTUM(POUNOS) =
AVERAGEO CRITICAL FLOU VELOCITY H~(FEET) =
CRITICAL FLOU SPECIFIC ENERGY(FEET) = 3.549
20.34
39.23
1.93
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7.88
7521.89
.963
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HYDRAULIC ELEMEHTS - I PROGRAM PACKAGE
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!II <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
(C) Copyright 1982,1986 Advanced Engineering Software VIES]
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O'MALLEY ENGINEERING CORPORATION
III <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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Advanced Engineering Software [AES]
SERIAL No. 100719
VER. 2.3C RELEASE DATE: 2/20/86
I
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
5'-;t'ft'-e;;., FC-c?!"/f pG? d-r
II ............................................................................
.. >>>>STREETFLOW MODEL INPVT INFORMATION<<<<
..-------.----....-.-----.----------.-.--------.---.-----------------.----.-
I
CONSTAHT STREET GRADE(FEET/FEET) = .025000
CONSTANT STREET FL~(CFS) = 20.00
AVERAGE STREET FLOW FRICTION FACTOR(MANNING) =
CONSTANT SYMMETRICAL STREET HALF-WIOTH(FEET) =
CONSTANT SYMMETRICAL STREET CROSSFALL(OEClMAL) =
CONSTANT SYMMETRICAL CURB HEIGTH(FEET) = .50
CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00
CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = .03000
COHSTANT SYMMETRICAL GUTTER-HIKE(FEET) = .12500
FL~ ASSUMEO YO FILL STREET EVEHLY ON BOTH SlOES
.015000
20.00
.017000
I
I
I
============================================================================
STREET FLOW MODEL RESULTS:
-----------------------..------.-------------------------------------.-.----
I
STREET FLOUDEPTH(FEET) = .39
HALFSTREET FLOODWIOTH(FEET) = 16.06
AVERAGE FL~ VELOCITY(FEET/SEC.) =
II ====::~~~:=~:=~::::~~:~~~~:~=:====~:~~=====================================
4.27
I
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I
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,
I
I LI CENSEE:
, STATION
, l/ElEM
O'MAllEY ENGINEERING CORP. F0515P
WATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA Ro W/O MARGARITA Ro S.D. LINE "A"
FOR: CHONG-SHU WANG PHONE: 213-346-6688 FILE 51BA.INP
BY: O'MALLEY ENGINEERING 720 W. 6TH STREET CORONA, CA PHONE 909-734-0633
INVERT
ELEV
SO
OEPTH
OF FLOW
W.S.
ElEV
Q
VEL
HEAD
ENERGY
GRo.EL.
HF
SUPER CR IT 1 CAl
ELEV DEPTH
NORM DEPTH
HGTI
olA
BASEl
10 NO.
PAGE
2L
NO AVBPR
PIER
VEL
SF AVE
.............**************.*************......*........***..****................***********...................****....*********...
ZR
I
I
742.52 57.10
52.23 10.06392
794~75 60.44
I
I
I
I
I
49.10 0.06392
843.85 63.58
21.65 0.06392
865.50 64.96
13.49 0.06392
878.99 65.82
9.46 0.06392
888.45 66.43
I
I
7.11 0.06392
895,56 66.88
901.10
I
5.54 0.06392
67.24
4.41 0.06392
905.51 67_52
I
I
,3.57 0.06392
909.08 67.75
2.91 0.06392
I
I
911.99 67.93
2.38 0.06392
I
0.787
0.794
0.823
0.854
0.885
0.918
0.952
0.988
1.026
1.066
1.108
57.887
61.233
64.400
65.816
66.709
67.346
67.835
68.225
68.545
68.813
69_041
18.6
18.6 16.20 4.076
.062054
18.6 15.98 3.965
.057167
18.6
15.25 3.609
.050212
18.6
14.53 3.279
.044113
18.6
13_86 2.983
.038759
18.6
13.21 2.710
.034076
12.59
2.463
.029976
18.6 12.01
18.6
18.6
18.6
2.239
_ 026395
11.45 2.037
.023262
10.92 1.850
.020521
10.41 1.682
.018119
61.963 0.00
3.24
65.198 0.00
2.81
68.009
1.09
69.095
0.60
69.692
0.37
70.056
0.24
70.298
0.17
0.00
0.00
0.00-
0.00
0.00
70.464 0.00
0.12
70.582
0.08
70 .663
0.06
70.723
0.04
0.00
0.00
0.00
1.553
1.553
1.553
1.553
1.553
1. 553
1.553
1.553
1.553
1.553
1.553
0.782
0.782
0.782
0.782
0_782
0.782
0.782
0.782
0.782
0.782
0.782
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2_00
2.00
2.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00' 0
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
o
0.00
0.00
0.00 0.00 0 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
o
0.00
0.00
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0.00
0.00
o
0.00
0.00
~
~
,
, I.lCENSEE:
,
STATION
, LIELEM
O'MALLEY ENGINEERING CORP. F0515P
WATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RD WIO MARGARITA RD S.D. LINE "A"
FOR: CHONG-SHU WANG PHONE: 213-346-6688 FILE 518A.INP
BY: O'MALLEY ENGINEERING 720 W. 6TH STREET CORONA, CA PHONE 909-734-0633
INVERT
ELEV
SO
OEPTH
OF FLOII
W.S.
ELEV
Q
VEL
VEL
HEAD
ENERGY
GRO.EL.
SUPER CRITICAL
ELEV OEPTH
HF
NORM DEPTH
HGTI
DIA
PAGE 2
BASEl
10 NO.
ZL
NO AVSPR
PIER
SF AVE
.*********.*********.*.**.*******...****************************.......*****.**.*****....**..****.****.*****......*****************
ZR
,
,
I
914.37
68.08
1.95 '0.06392
916.32 68.21
1.55 '0.06392
917.87
I
68.31
1.21 0.06392
68.39
I
919.08
0.94 0.06392
I
I
920.02 68.45
0.64 0.06392
920.66
68.49
I
0.39 0.06392
921.05 68.51
I
0.12 0.06392
921. 17
I JUNCT STR
I
925;42
68.52
0.02588
68.63
25.38 0.01006
I
950;80
68.89
20.04 0.01006
I 970.84
69_09
I
10.90 0.01006
I
1.152
1.198
1.247
1.300
1.355
1.415
1.480
1.553
2.215
2.000
1.814
69.237
69.408
69.556
69.686
69.801
69.903
69.992
70.073
70.845
70.885
70.901
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
9.0
9.93 1.530
.016011
9.47 1.391
.014166
9.02
1.265
.012560
8.60 1.149
.011155
8.20 1.045
.009928
7.82 0.950
.008866
7.46 0.864
.007948
7.10
0.784
.005280
9.0
2.86 0.127
.001568
9.0
2.86
0.127
.001468
3.01
0.140
.001432
70.767 0.00
0.03
70.799 0.00
0.02
70.821 0.00
0.02
70.835 0.00
0.01
70.846 0.00
0.01
70.853 0.00
0.00
70.856 0.00
0.00
70.857
0.00
0.02
70.972 0.00
0.04
71.012 0.00
0.03
71.041 0.00
0.02
1.553
1.553
1.553
1.553
1.553
1. 553
1.553
1.553
1.071
1.071
1.071
0.782
0.782
0.782
0.782
0.782
0_782
0.782
0.873
0.873
0.873
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
,0.00
0.00 0.00 0 0.00
0.00
0.00 O.OD
o
0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
tz...
,
I
I LI CENSEE:
I
STATlON
I L/ELEM
PAGE 3
O'MALLEY ENGINEERING CORP. F0515P
WATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RD WlO MARGARITA RO s_o. LINE "Au
FOR: CHONG-SHU WANG PHONE: 213-346-6688 FILE 518A.INP
BY: O'MALLEY ENGINEERING 720 W. 6TK STREET CORONA, CA PHOKE 909-734-0633
INVERT
ELEV
SO
*.********.******************************************.*************...*....********..*.********........*.**.....****...*****.*.****
KF
, 981.74 69.20
I 8.53 '0.01006
990.27 69.28
I 7_31 0.01006
997.58 69.36
I 0.42 0.01006
I 998.00 69.36
I
I
I
I
I
I
I
I
I
I
DEPTK
OF FLOW
W.S.
ELEV
1.706
70.902
1.618
70.900
1.540
70.896
1.536
70.896
Q
VEL
VEL
KEAD
ENERGY
GRD.H.
SUPER CRl Tl CAL
ELEV DEPTK
KGTI
OIA
NO AVBPR
PIER
BASEl
10 NO.
ZL
SF AVE
NORll DEPTH
ZR
9.0 3.15 0.154 71. 056 0.00 1.071 2_00 0.00 0.00 0 0.00
.001551 0.01 0.873 0.00
9.0 3.31 0.170 71.070 0.00 1.071 2.00 0.00 0.00 0 0.00
.001707 0.01 0.873 0.00
9.0 3.47 0.187 71.083 0.00 1.071 2.00 0.00 0.00 0 0.00
.001798 0.00 0.873 0.00
9.0 3.48 0.188 71.084 0.00 1.071 2.00 0.00 0.00 0 0.00
\3>
,
,
,
, ELEMENT NO
,
,
, ELEMENT NO 4 I S A SYSTEM HEADWORKS
, U/S OATA STATION INVERT SECT
, 135.25 72.30 2
HO EDIT ERRORS ENCOUNTEREO-COMPUTATION IS N~ BEGINNING
III .. WARNING NO. 2 .. - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HOWKDS,
,
,
I
I
F0515P
PAGE 'NO 2
WATER SURFACE PROFILE - ELEMENT CARO LISTING
1-11 /
/- /,.
(
IS A SYSTEM OUTLET
U/S DATA STATION
102.00
.
.
.
INVERT SECT
70.38 2
W S ELEV
70.90
ELEMENT NO 2 IS A REACH . . .
UlS DATA STATION INVERT SECT N
135.25 72.30 2 0.013
ELEMENT HO 3 IS A WALL ENTRAHCE .
U/S OATA STATION INVERT SECT FP
135.25 72.30 2 0.500
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
.
.
W S ELEV
0.00
W.S.ELEV = INV + OC
,
I
I'
I
I
I
I
I
I \'\,
.06.
I
O'MAllEY ENGINEERING CORP. F0515P
WATER SURFACE PROFILE lISTING
TRACT 25892 TEMECULA AREA PAUBA RO W/O MARGARITA RO S.O. lAT "1"
FOR: CHONG-SHU YANG PHONE: 213-346-6688 FILE 518lAT1.INP
BY: O'MALLEY ENGINEERING 720 W. 6TH STREET CORONA, CA PHONE 909-734-0633
I LI CENSEE:
I
STATION
I LIELEM
INVERT
ELEV
SO
OEPTH
OF FLOII
W.S.
ElEV
Q
VEL
VEL
HEAD
ENERGY
GRO.EL.
HF
SUPER CR IT I CAL
ElEV OEPTH
NORM OEPTH
HGTI
OIA
PAGE
BASEl
10 NO.
Zl
NO AVBPR
PIER
SF AVE
******************************************************************************.**********************...**************************.
ZR
I
I
I
I
,
I
I
102.00
70.38
3.24 0.05774
105.24
70.57
7.74 0.05774
112.98 71.01
5_16 0.05774
118.14 71.31
3.79 0.05774
121.93 71.53
2.89 0.05774
124.82
71.70
I
Z.27 0.05774
127.09 71.83
I
1:85 0.05774
128.94
I
71.94
1.46 0.05774
I
130.,40 72.02
1.20 0.05774
I
131.60
72.09
0.98 0.05774
I 132.58
I
0.79 0.05774
72.15
I
0.453
0.457
0.473
0.490
0.507
0.525
0.544
0.563
0.584
0.605
0.627
70.833
71.024
71.487
71.802
72.038
72.223
72.373
72_498
72.604
72.694
72.m
4.5
10.00 1.553
.045796
4.5
9.87 1.512
.042069
4.5
9.41 1.376
.036851
4.5
8.96 1.248
.032282
4.5
8.56 1.136
.028279
4.5
8.15 1.032
.024791
4.5
7.77 0.938
.021733
4.5
7.41
0.853
.019062
4.5
7.06 0.775
.016732
4.5
0.705
6.74
.014684
4.5
6'.42
0.640
.012893
72.386
0.15
72.536
0.33
72.863
0.19
73.050
0.12
73.174
0.08
73.255
0.06
73.311
0.04
0.00
0.00
0.00
0.00
0.00
0.00
0.00
73.351 0.00
0.03
73 .379
0.02
73.399
0.01
73.413 0.00
0.01
0.00
0.00
0.814
0.814
0.814
0.814
0.814
0.814
0.814
0.814
0.814
0.814
0.814
0.430
0.430
0.430
0.430
0.430
0.430
0.430
0.430
0.430
0.430
0.430
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
0.00 0.00
o
0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
0.00
o
0.00
0.00 0.00
0.00
o
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00
0.00
o
0.00
0.00 0.00
0_00
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0.00
0_00 0.00 0 0.00
0.00
~
t1JJ
I
j.1J-7
/1 rl'
2-
I DATE: 71 1/1997
TIME: 8:54
F0515P
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING
~ CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE
CODE NO TYPE PIERS WIDTH DIAMETER WIOTH
PAGE
ZL
ZR
INV Y(I) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(B) Y(9) Y(10)
DROP
I:
1
2
4
4
2.00
1.50
I
I
I
I
I
,
I
,
I
I
I
I
I
I
I
il
\1
, ,
,
,
~'HEADING LINE NO 1 IS -
, HEADING LINE NO. 2 IS -
~HEADING.LINE NO 3 IS -
~
~,
,
,
,
~
~
I
I
,
I
I
I
I
I
F0515P
WATER SURFACE PROFILE - TITLE CARO LISTING
PAGE NO 3
TRACT 25892 TEMECULA AREA PAUBA RD W/O MARGARITA RD S.D. LAT "2"
FOR: CHONG-SHU WANG PHONE: 213-346-6688
FILE 518LAT2.INP
BY: O'MALLEY ENGINEERING 720 W. 6TH STREET CORONA, CA PHONE 909-734-0633
\~
'.
I
F0515P
PAGE NO
z
YATER SURFACE PROFILE - ELEMENT CARO LISTING
/-IVT
"
"
"Z-
. ELEMENT NO 1 IS A SYSTEM OUTLET . . *
U/S OATA STATION INVERT SECT Y S HEV
202.00 70.38 2 70.90
I ELEMENT NO 2 IS A REACH * * .
U/S OATA STATION INVERT SECT N RAO IUS ANGLE ANG PT MAN H
226.76 72.23 2 0.013 0.00 0.00 0.00 0
I ELEMENT NO 3 IS A YALL ENTRANCE .
U/S OATA STATION INVERT SECT FP
I 226.76 72.23 2 0.500
.
*
ELEMENT NO 4 IS A SYSTEM HEAOYORKS
U/S OATA STATION INVERT SECT
I 226.76 72.23 2
~o EOIT ERRORS ENCOUNTEREO-COHPUTATION IS NOY BEGINNING
II .. YARNING NO. 2 ** - YATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS
I
Y S ELEV
0.00
INVERT ELEVATION IN NOYKDS, Y.S.ELEV = INV + OC
I
I
II
I
I
I
I
I
I
I
f\
1'K'
I '
I III CENSEE:
I
STATION
I LIELEM
O'MALLEY ENGINEERING CORP. F0515P
YATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RD Y/O MARGARITA RO S.O. LAT "2"
FOR: CHONG-SHU YANG PHONE: 213-346.6688 FILE 518LAT2.JNP
8Y: O'MALLEY ENGINEERING 720 Y. 6TH STREET CORONA, CA PHONE 909-734-0633
INVERT
ELEV
SO
70.38
1.70 0.07472
70.51
5.11 0.07472
208.Bl
70.89
3.71 0.07472
71.17
71.38
2.27 0.07472
I
217.64
71.55
I
1.84 0.07472
219.48 71.69
I
1.50 0.07472
220_98
I
71.80
1.25 0.07472
I
222.23 71.89
1.01 0.07472
I
223.24
71.97
0.86 0.07472
I 224.10
72.03
I
0.70 0_07472
I
OEPTH
OF FLOY
0.438
0.442
0.457
0.473
0.490
0.507
0.525
0.544
0.563
0.584
0.605
Y.S.
ELEV
70.818
70.949
71.345
71.639
71.869
72.056
72.211
72.342
72_454
72.551
72.636
Q
4_5
10.47
4.5
10.34
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
VEL
VEL
HEAD
SF AVE
1.701
.052138
1.662
.048067
9.87
1.512
.042069
9.41
1.376
.036851
8.96
1.248
.032282
8.56
1.136
.028279
8.15 1.032
.024791
7.n
0.938
.021733
7.41 0.853
.019062
7.06
0.775
.016732
6.74
0.705
.014684
ENERGY
GRD.EL.
HF
72.519
0.09
72.611
0.25
72.857
0.16
73.015
0.11
73.117
0.07
SUPER CRITICAL
ELEV OEPTH
0.00
0.00
0.00
0.00
0.00
73.192 0.00
0.05
73.243 0.00
0.04
73.280 0.00
0.03
73.307 0.00
0.02
73.326 0.00
0.01
73.341 0.00
0.01
0.814
0.814
0.814
0.814
0.814
0.814
0.814
0.814
0.814
0.814
0.814
NORM OEPTH
0.400
0.400
0.400
0.400
0.400
0.400
0.400
0.400
0.400
0.400
0.400
HGT/
OIA
1.50
1.50
1.50
1.50
1_50
1.50
1.50
1.50
1.50
1.50
1_50
BASEl
10 NO.
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
PAGE
1
*********************************************************************************.**.******************.*.*.**************.****.***
I 202.00
I
203.70
I
I
I 212.52
2.85 0.07472
I ,215.37
2L
NO AV8PR
PIER
2R
o
0.00
0.00
o
0.00
0.00
o
0.00
0.00
o
0.00
0.00
o
0.00
0.00
0.00 0.00 0 0.00
0.00 0.00 0
0_00
0.00
0.00
0.00 0.00 0 0.00
0.00 0.00
0.00 0.00
0.00
o 0.00
0.00
o
0.00
0.00
0.00 0_00 0 0.00
0.00
2D
{1J
----- ---------------
I
I LI CENSEE: O'MALLEY ENGINEERING CORP. F0515P PAGE 2
~ATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RO ~/O MARGARITA RD S.D. LAT "211
FOR: CHONG-SHU ~ANG PHONE: 213-346-6688 FILE 518LAT2.INP
I BY: O'MALLEY ENGINEERING 720 ~. 6TH STREET CORONA, CA PHONE 909-734-0633
STATION INVERT DEPTH ~.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI 8ASEI ZL NO AV8PR
I ELEV OF FLOI/ ELEV HEAD CRO.EL. ELEV DEPTH DIA 10 NO. PIER
L/ELEM SO SF AVE HF NORM OEPTN ZR
***********************..*********************************************.********...****..*.***..***..***.............*....***.......
I 224.80 72.08 0.627 72.710 4.5 6.42 0.640 73.350 0.00 0.814 1.50 0.00 0.00 0 0.00
I 0_57 10.07472 .012893 0.01 0.400 0.00
225.37 72.13 0.650 72.n6 4.5 6.12 0.582 73.358 0.00 0.814 1.50 0.00 0.00 0 0.00
I 0.45 '0.07472 .011327 0.01 0.400 0.00
225.82 72.16 0.674 72.834 4.5 5.84 0.529 73 .363 0.00 0.814 1.50 0.00 0.00 0 0.00
I ,0.36 ;0.07472 .009955 0.00 0.400 0.00
, 226.18 72.19 0.699 72.886 4.5 5.57 0.482 73.368 0.00 0.814 1.50 0.00 0.00 0 0.00
0.26 0.07472 .008758 0.00 0.400 0.00
, 226.44 72.21 0.726 72.932 4.5 5.31 0.437 73.369 0.00 0.814 1.50 0.00 0.00 0 0.00
0.19 0.07472 .00n09 0.00 0.400 0.00
I 226.63 72.22 0.753 72.973 4.5 5.06 0.398 73.371 0.00 0.814 1.50 0.00 0.00 0 0.00
I 0.10 0.07472 .006788 0.00 0.400 0.00
226;73 72.23 0.782 73.010 4.5 4.83 0.362 73.372 0.00 0.814 1.50 0.00 0.00 0 0.00
I 0.03 0.07472 .005973 0.00 0.400 0.00
226.76 72.23 0.814 73.044 4.5 4.60 0.328 73.372 0.00 0.814 1.50 0.00 0.00 0 O.DO
I ~ALL ENTRANCE 0.00
226.76 72.23 0.815 73.045 4.5 4.59 0.327 73.372 0.00 0.814 1.50 0.00 0.00 0 0.00
IWORAULlC
JUMP 0.00
I 226,76 72.23 0.814 73.044 4.5 4_60 0.328 73.372 0.00 0.814 1.50 0.00 0.00 0 0.00
I
I
I ZA
iii
I
I
I ELEMENT NO '1
F0515P
YATER SURFACE PROFILE - ELEMENT CARO LISTING
3 IS A YALL ENTRANCE
UIS OATA STATION
, 307.07
ELEMENT NO 4 IS A SYSTEM HEADYORKS
I UlS OATA STATION INVERT SECT
307.07 71.10 2
" lOEo I t ERRORS-EfIl:OONTER<O~llMPUTAn1)lrTSII~G11rnnl"
I" YARNING NO.2" - YATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION
,
IS A SYSTEM OUTLET '
UIS OATA STATION
301.20
, ELEMENT NO
2 IS A REACN
UIS OATA
STATION
307.07
, ELEMENT NO
,
I
I
I
I
I
I
1
1
I
I
t...-A-T
, ,
INVERT SECT
69.24 2
.
. .
INVERT SECT
71.10 2
N
0.013
.
INVERT SECT
71.10 2
FP
0.500
,
.
{' I,
:;?
Y S ElEV
70.90
Y S ElEV
0.00
PAGE NO
2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
IN HDYKeS, W.S.ELEV = INV + DC
z-l/
~
,
, 1I CENSEE:
O'MALLEY ENGINEERING CORP. F0515P
WATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RO W/O MARGARITA RO S.O. LAT "3"
FOR: CHONG-SHU WANG PHONE: 213-346-6688 FILE 518LAT3.INP
BY: O'MALLEY ENGINEERING 720 W. 6TH STREET CORONA, CA PHONE 909-734-0633
, STATION
, l/ELEM
INVERT
ELEV
SO
OEPTH
OF FLOII
W.S.
ELEV
Q
VEL
VEL
HEAD
ENERGY
GRO.EL.
SUPER CR IT I CAL
ELEV OEPTH
HF
NORM DEPTH
HGTI
DIA
PAGE
BASEl
10 NO.
ZL
NO AVBPR
PIER
SF AVE
...***********************************************************************************************.************************.****...
ZR
,
,
I
301.20
69.24
0~77 0.31687
301.97
69.48
0.80 0.31687
302.77
I
69.74
0_70 0.31687
I
303_47
69.96
0.61 0.31687
I
304.08
70_15
0.54 0.31687
I 304.62
70.32
I
0;47 0.31687
305.09
I
70.47
0.40 0.31687
305.49
I
70.60
0.35 0.31687
I
305.84
70.71
0.30 0.31687
I
306.14
70.80
0.25 0.31687
I 306.39
70.88
0.21 0.31687
,I
I
0.634
0_653
0.677
0.702
0.729
0.757
0.786
0.816
0.849
0.883
0.919
69.874
70.136
70.414
70.662
70.883
71.080
71.257
71.416
71.558
71.687
71.803
9.6 13.52 2.839
.057161
9.6 12.99 2.620
9.6 12.39
.050718
2.383
.044573
9.6 11.81 2.165
9.6 11.25
9.6 10.74
.039210
1.967
.034528
1.791
.030416
9.6
10.23 1.626
9.6
9.6
9.6
9.6
.026804
9.76
1.478
.023654
9.30
1.344
.020903
8.87
1.222
.018488
8.46
1.111
.016376
72.713 0.00
0.04
72.756 0.00
0.04
72.797 0.00
0.03
72.827 0.00
0.02
72-.850 0.00
0.02
72.871 0.00
0.01
72.883
0.00
0.01
72.894 0.00
0.01
72.902 0.00
0.01
72.909
0.00
0.00
72.914 0.00
0.00
1.197
1.197
1.197
1.197
1.197
1.197
1.197
1.197
1.197
1.197
1.197
0.410
0.410
0.410
0.410
0.410
0.410
0.410
0.410
0.410
0.410
0.410
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00 0 0.00
0.00
zo
oM
,
, LICENSEE: O'MALLEY ENGINEERING CORP. F0515P PAGE 2
~ATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RO ~/O MARGARITA RO S.D. LAT "31.
FOR: CHONG-SHU ~ANG PHONE: 213-346-6688 FILE 518LAT3.INP
, BY: O'MALLEY ENGINEERING 720 ~. 6TH STREET CORONA, CA PHONE 909-734-0633
STATION INVERT DEPTH ~.S_ Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO A VBPR
, ELEV OF FLO~ ELEV HEAD GRO.EL. ELEV DEPTH OIA 10 NO. PIER
LIELEM SO SF AVE HF NORM OEPTH ZR
**********......********....****.....*****...**********************..******..*******.*.*....*.*.*.*****.***************************
, 306.60 70.95 0.957 71.907 9.6 8.07 1.011 72.918 0.00 1.197 1.50 0.00 0.00 0 0.00
, 0.17 ] 0.31687 .014526 0.00 0.410 0.00
306.77 71. 00 0.997 72.001 9.6 7.69 0.917 72.918 0.00 1.197 1.50 0.00 0.00 0 0.00
, 0.13 ,0.31687 .012916 0.00 0.410 0.00
306.90 71.05 1.041 72.086 9.6 7.33 0.835 72.921 0.00 1.197 1.50 0.00 0.00 0 0.00
,
0.09 ,0.31687 .011520 0.00 0.410 0.00
, 306.99 71.08 1.088 72.163 9.6 6.99 0.759 72.922 0.00 1.197 1.50 0.00 0.00 0 0.00
0.06 : 0.31687 .010310 0.00 0.410 0.00
, 307.05 71. 09 1.139 72.233 9.6 6.67 0.690 72.923 0.00 1.197 1.50 0.00 0.00 0 0..00
0_02 : 0.31687 .009267 0.00 0.410 0.00
, 307.07 71.10 1.197 72.297 9.6 6.35 0.626 72.923 0.00 1.197 1.50 0.00 0.00 0 0.00
, ~ALL ' ENTRANCE 0.00
307.07 71.10 1.198 72.298 9.6 6.35 0.625 72.923 0.00 1.197 1.50 0.00 0.00 0 0.00
~ HYORAULI C JUMP 0.00
307.07 71.10 1.197 72.297 9.6 6.35 0.626 72.923 0.00 1.197 1.50 0.00 0.00 0 0.00
,
,
,
,
I
I
I 2A
I --
I
F 0 5 1 5 P
PAGE NO 2
I
WATER SURFACE PROFILE - ELEMENT CARO LISTING
L-INc
II /'
,6
I ELEMENT NO
IS A SYSTEM OUTLET .
U/S OATA STATION
1725.96
. .
I NVERT SECT
52.20 1
W S ELEV
54.20
I ELEMENT NO 2 IS A REACH . . .
U/S OATA STATION INVERT SECT N RAD IUS ANGLE ANG PT MAN H
1921.61 68.60 1 0.013 0.00 0.00 0.00 0
I ELEMENT NO 3 I S A JUNCTI ON . . . . . . .
U/S OATA STATION INVERT SECT LAT-l LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4
I 1925.86 68.74 1 2 o 0.013 13.1 0.0 69.08 0.00 45.00 0.00
ELEMENT NO 4 IS A REACH . . .
I U/S OATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1998.00 69.46 1 0.013 0.00 0.00 0.00 0
ELEMENT NO 5 IS A SYSTEM HEADWORKS . .
I U/S OATA STATION INVERT SECT W S ELEV
1998.00 69.46 1 0.00
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS N~ BEGINNING
III. WARNING NO.2.. - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HOWKDS, W.S.ELEV = INV + OC
I
I
I
I
1
I
I
I
I
I
~
~
I
lICENSEE:
I
STATION
I
llElEM
O~MAllEY ENGINEERING CORP. F0515P
WATER SURFACE PROFILE lISTING
TRACT 25892 TEMECULA AREA PAUBA RO WO MARGARITA RD S.O. LINE "B"
FOR: CHONG-SHU WANG PHONE: 213-346-6688 FILE 518A.1NP
BY: O'MAllEY ENGINEERING 720 W. 6TH STREET CORONA, CA PHONE 909-734.0633
INVERT
HEV
SO
DEPTH
OF FlO\l
W.S.
ElEV
Q
VEL
VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ElEV OEPTH
HF
NORM DEPTH
HGT/
DIA
PAGE
BASEl
ID NO.
2l NO AVBPR
PIER
SF AVE
2R
1Ii*::::~::**O*::~::*.**:~:::...*::~:::**....::~:.**::~::***.:~:::.***::~:::..*:~::****:~:::******.******:~::***.:~::**:~::O.*:***:~:O
I
56.78 0.08382
1782.74
I
I
56.96
54.00 0.083B2
1836.74 61.49
23.29 0.08382
1
1860.03
11B74.41,
.,
1
1884.51
, 1892.14
1
1898;10
1
11902.89
63.44
14.,38 0.08382
64.64
10.10' 0.08382
65.49
7.63 0.08382
66.13
5.96 0.08382
66.63
4.79 0.08382
67.03
3.94 0.08382
11906;83
3.22 0.083B2
11910;05
I
I
67.36
67.63
2.67 0.08382
0.809
0.839
0.870
57.769
62.325
64.308
0.902 65.545
0.936 66.426
0.971 67.100
1. 008
1.047
1.087
1.130
67.637
68.078
68.448
68.761
22.1 18.52
22.1
17.67
22.1
16.84
.081645
5_329
.075407
4.846
.066239
4.406
.058196
22.1 16.06 4.006
.051159
22.1 15.32 3.642
.045001
22.1 14.60 3.309
22.1 13_ 92
.039604
3.007
.034888
22.1 13.27 2.736
22.1 12.66
22.1 12.06
.030750
2.488
.027126
2.260
.023969
4.64
63.098 0.00
4.07
67.171
0.00
1.54
68.714
0.00
0.84
69.551 0.00
0.52
70.068 0.00
0.34
70.409 0.00
0.24
70.644 0.00
0.17
70.814 0.00
0.12
70.936 0.00
0.09
71.021 0.00
0.06
1.678
1.678
1.678
1.678
1.678
1.678
1.678
1.678
1.678
1.678
0.800
0.800
0.800
0.800
0.800
0.800
0.800
O.BOO
0.800
0.800
0.800
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0_00
0.00
0.00 0.00 0 0.00
0.00
7k-
~-
I
IlICENSEE:
I
,
STATION
I
I L/ELEM
O'MALLEY ENGINEERING CORP. F0515P
YATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUSA RD W/O MARGARITA RD S.O. LINE "S"
FOR: CKONG-SKU WANG PKONE: 213-346-6688 FILE 518A.INP
SY: O'MALLEY ENGINEERING 720 W. 6TH STREET CORONA, CA PKONE 909-734-0633
INVERT
ELEV
SO
1.83 10.08382
1916.78 68.19
I
~
~
,
,
I
I
1.49 0.08382
1918.27 68.32
1.20 0.08382
1919.47 68.42
0.91 ,0.08382
1920.38 68.50
0.67 '0.08382
1921.05 68.55
1921.46
I
1921.61
I JUNCT STR
I
1925.86
0.41 0.08382
68.59
0_15 '0.08382
68.60
'0.03294
68.74
45.93 ,0.00998
I
1971.79
20.23 10.00998
I
I
69.20
OEPTK
OF FLOW
1.223
1.274
1.328
1. 386
1.449
1.517
1.592
1.678
2.386
2.000
W.S.
ELEV
69.265
69.469
69.648
69.806
69.946
70.070
70_180
70.278
71.126
71.198
Q
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1
VEL
VEL
HEAD
SF AVE
.021199
10.97
1.868
.018771
10.46 1.699
.016656
9_97 1.544
.014811
9.51 1.403
_013209
9.06 1.276
.011823
8.64 1.160
.010632
8.24
1.054
.009628
7.85
0.958
.005377
9.0
2,86
0.127
.001568
9.0
2.86
0.127
.001468
ENERGY
GRO.EL.
HF
0.05
71.133
0.03
71.168
0.02
71.192
0.02
71.209
0.01
71.222
0.01
71.230
0.00
SUPER CRITICAL
ELEV OEPTK
0.00
0.00
0.00
0.00
0.00
0.00
71.234 0.00
0.00
71.236
0.02
71.253
0.07
71.325
0.03
0.00
0.00
0.00
1.678
1.678
1.678
1.678
1.678
1.678
1.678
1.678
1.071
1.071
NORM DEPTH
0.800
0.800
0.800
0.800
0.800
0.800
0.800
0_800
0.880
0.880
KGTI
D1A
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
PAGE
2
~..::::~::....::~::....:~:::....::~:::......::~:.o.::~::....:~:::....::~:::...:~::....:~:::.............:~::."':~::":~::"':"':~:O
. 2.23 0.08382
,. 1914.95 68.04
I
SASEI
ID NO.
NO AVSPR
PIER
2L
2R
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
0_00
o
0.00
0.00 0.00
0.00
o
0.00
0.00 0.00'
0.00
o
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
o
0.00
0.00
0.00' 0.00
0.00
o
0.00
'oz."'\,
II
I,.ICENSEE:
I
STATION
III
L/ELEM
O,'MALLEY ENGINEERING CORP. F0515P
WATER SURFACE PROFILE liSTING
TRACT 25892 TEMECULA AREA PAUBA RO 11/0 MARGARITA RO S.D. LINE "B"
FOR: CHOHG-SHU IIANG PHONE: 213-346-6688 FilE 518A.INP
BY: O'MALLEY ENGINEERING 720 II. 6TH STREET CORONA, CA PHONE 909-734-0633
INVERT
ELEV
DEPTH
OF FLOII
11.5.
ELEV
Q
VEL
VEL
HEAD
ENERGY
GRD.EL.
SUPER CRITICAL
ELEV DEPTH
HGT/
DIA
PAGE
3
SO
SF AVE
HF
NORM DEPTH
BASE/
ID NO.
NO AVBPR
PIER
ZL
ZR
III"::::~::""::~::"":~:::""::~:::"""':~:"":~::....:~:::....::~:::...:~::....:~:::.............:~::....:~::..~::...:...:~:O
III 5.98 0.00998
1998.00 69.46 1.756 71.216
III
III
III
I
III
III
I
III
III
I
I
I
III
.001406
0.01
0.880
9.0
3.08
0.147
71.363 0.00
1.071
0.00
2.00
0.00 0.00 0 0.00
2E
...
I,
F 051 5 P
I
WATER SURFACE PROFILE. ELEMENT CARO LISTING
. ELEMENT NO
*
* *
IS A SYSTEM OUTLET
U/S OATA STATION
402.00
INVERT SECT
70.48 2
. ELEMENT NO 2 IS A REACH * * *
U/S OATA STATION INVERT SECT N
440.66 73.36 2 0.013
I ELEMENT NO 3 IS A WALL ENTRANCE *
U/S OATA STATIOH INVERT SECT FP
. 440.66 73.36 2 0.500
ELEMENT NO 4 IS A SYSTEM HEADWORKS *
I U/S OATA STATION INVERT SECT
440.66 73.36 2
~o EDIT ERRORS ENCOUNTEREO-COMPUTAT10N IS NOW BEGINNING
.*. WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR ECUALS
f-: I'{-/
.
/1' 1'1'
-f
W S ELEV
71. 20
W S ELEV
0.00
PAGE NO 2
RADIUS ANGLE ANG PT MAN H
0.00 0.00 0.00 0
INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC
1
I
1
I
I
.
1
I
.
.
I
2A
~
I
I'.ICENSEE:
.
STATION
I
L/ELEM
O'MALLEY ENGINEERING CORP. F0515P
WATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RO W/O MARGARITA RO S.O. LAT "4"
FOR: CHONG-SHU WANG PHONE: 213-346-6688 FILE 51BLAT4.INP
BY: O'MALLEY ENGINEERING 720 W. 6TH STREET CORONA, CA PHONE 909-734-0633
INVERT
ELEV
SO
OEPTH
OF FLOII
W.S.
ELEV
Q
VEL
VEL
HEAD
ENERGY
GRD.EL.
HF
SUPER CRITICAL
ELEV OEPTH
NORM DEPTH
HGTI
OIA
PAGE
BASEl
10 NO.
ZL
NO AVBPR
PIER
SF AVE
ZR
....................................................................................................................................
402.00 70.48 0.418 70.898 4.5 11.17 1.936 72.834 0.00 0.814 1.50 0.00 0.00 0 0.00
I
409.74
I
I
7.74 0.07450
71.06
7;73 0.07450
417.47 71.63
I
422_61
5.14 0.07450
72.02
3.75 0.07450
I 426.36
I
429.22
I
72.29
2.86 0.07450
72.51
2.29 0.07450
431.51 72.68
1.84 0.07450
I
I
433.35 72.81
1.50 0.07450
I
434,85 72.93
I
436.11
I
437.13
I
I
1.26 0.07450
73.02
1.02 0.07450
73.10
0.86 0.07450
0.427
0.442
0.457
0.473
0.490
0.507
0.525
0.544
0.563
0.584
71.484
72.074
72.473
72.767
72.998
73.185
73.340
73.472
73.584
73.681
_061124
4.5 10.84
1.826
.054923
4.5
10.34 1.662
.048067
4.5
9.87
1.512
.042069
4.5
9.41
1.376
.036851
4.5
1.248
8.96
.0322B2
4.5
8.56 1.136
.028279
4.5
8.15 1.032
.024791
4.5
7.77 0.938
.021733
4.5
0.853
.7.41
.019062
4.5
0.775
7.06
.016732
0.47
73.310 0.00
0.42
73.736
0.25
73.985
0.16
0.00
0.00
0.11
74.143 0.00
74.246
0.07
74.321
0.05
74.372
0.04
74.410
0.03
74_437
0.02
74.456
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.814
0.814
0.814
0.814
0.814
0.814 ,
0.814
0.814
0.814
0.814
0.400
0.400
0.400
0.400
0.400
0.400
0.400
0.400
0.400
0.400
0.400
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
0.00
0_00 0.00 0 0.00
0.00
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0.00
0.00
0.00 0.00
0.00
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0.00
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0.00
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0.00 0.00
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~
I
II',ICENSEE: O'MALLEY ENGINEERING CORP. F0515P PAGE 2
UATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RO UIO MARGARITA RO S.D. LAT 11411
FOR: CHONG-SHU UANG PHONE: 213-346-6688 FILE 518LAT4.INP
I BY: O'MALLEY ENGINEERING 720 W. 6TH STREET CORONA, CA PHONE 909-734-0633
STATION INVERT OEPTH W.S. D VEL VEL ENERGY SUPER CRITICAL HGT/ 8ASEI ZL NO AVBPR
II ELEV OF FLOW ELEV HEAD GRO.EL. ELEV OEPTH OIA 10 NO. PIER
LIELEM SO SF AVE HF NORM DEPTH ZR
I............................................................................................**.....................................
, 437.99 73.16 0.605 73.766 4.5 6.74 0.705 74.471 0.00 0.814 1.50 0.00 0.00 0 0.00
II 0;70 0.07450 .014684 0.01 0.400 0.00
438.69 73.21 0.627 73.840 4.5 6.42 0.640 74.480 0.00 0.814 1.50 0.00 0.00 0 0.00
I 0.57 0.07450 .012893 0.01 0.400 0.00
1 439.26 73.26 0.650 73.906 4.5 6.12 0.582 74.488 0.00 0.814 1.50 0.00 0.00 0 0.00
0.46 0.07450 .011327 0.01 0.400 0.00
I 439;72 73.29 0.674 73.961. 4.5 5.84 0.529 74.493 0.00 0.814 1.50 0.00 0.00 0 0.00
0.36 0.07450 .009955 0.00 .0_400 0.00
I 440.08 73.32 0.699 74.016 4.5 5.57 0.482 74.498 0.00 0.814 1.50 0.00 0.00 0 0.00
0.25 0.07450 .008758 0.00 0.400 0.00
I
440.33 73.34 0.726 74.062 4.5 5.31 0.437 74.499 0.00 0.814 1.50 0.00 0.00 0 0.00
, 0.20 0.07450 .007709 0.00 0.400 0.00
440.53 73.35 0.753 74.103 4.5 5.06 0.398 74.501 0.00 0.814 1.50 0.00 0.00 0 0.00
t
II 0.10 0.07450 .006788 0.00 0.400 0.00
440.63 73.36 0.782 74.140 4.5 4.83 0.362 74.502 0.00 0.814 1_50 0.00 0_00 0 0.00
I 0.03 0.07450 .005973 0.00 0.400 0.00
I 440.66 73.36 0.814 74.17/, 4.5 4.60 0.328 74.502 0.00 0.814 1.50 0.00 0.00 0 0.00
ENTRANCE 0.00
, WALL
II 440.66 73.36 0.815 74.175 4.5 4.59 0.327 74.502 0.00 0.814 1.50 0.00 0.00 0 0.00
HYORAULIC JUMP 0.00
I 440.66 73.36 0.814 74.174 4.5 4.60 0.328 74.502 0.00 0.814 1.50 0.00 0.00 0 0.00
II
II ~\
iIw
,I
I
I
F0515P
PAGE NO '2
YATER SURFACE PROFILE - ELEMENT CARO LISTING
L/J'i
/'0'"
. ELEMENT NO 1 IS A SYSTEM OUTLET * * *
U/S OATA STATION INVERT SECT V S ELEV
502.00 70.48 2 71.20
I ELEMENT NO 2 IS A REACH * * *
UlS DATA STATION INVERT SECT N RAD IUS ANGLE ANG PT MAN H
I 525.07 72.75 2 0.013 0.00 0.00 0.00 0
ELEMENT NO 3 IS A YALL ENTRANCE *
U/S OATA STATlOH INVERT SECT FP
I 525.07 72.75 2 0.500
*
*
ELEMENT NO 4 IS A SYSTEM HEAOYORKS
I U/S OATA STATION INVERT SECT
525.07 72.75 2
, ~o EOIT ERRORS ENCOUNTERED-COMPUTATION IS NON BEGINNING
.** VARNING,NO. 2 ** - VATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HOYXDS,
V S ELEV
0.00
V.S.ELEV = INV + OC
I
I
.1 .
,
I
I
I
I
I
I
. ~
~
I
I lICENSEE: O'MAllEY ENGINEERING CORP. F0515P
~ATER SURFACE PROFILE lISTING
I TRACT 25892 TEMECUlA AREA PAUBA RO ~/O MARGARITA RO S.D. lAT "5"
FOR: CHONG-SHU WANG PHONE: 213-346-6688 FILE 518LAT5.INP
BY: O'MAllEY ENGINEERING 720~. 6TH STREET CORONA, CA PHONE 909-734-0633
~***:::~::****::~::****:~:::****::~:::.******:~:.**::~::****:~:::****::~:::***:~::.***:~:::.**.*.*****.*:~::***':~::**:~::'**:***:~:O
. 0.470.09840
,. 502.47 70.53
,
I 507.17
, 3.48 0.09840
I
, STATIOH
INVERT
ElEV
, l/ElEM
SO
4.70 '0.09840
70.99
,
,
I
I
,
I
510.65 71.33
2'.70 0.09840
513.35 71.60
2.16 0.09840
515.51 71.81
1. 75 0.09840
517.26 71.98
1.46 0.09840
518'.72
72.12
I
I
1.21 0.09840
,
I
I
I
f
519.93 72.25
1.02 0.09840
520.95 72.34
0.87 0.09840
521.82' 72.43
I
I
0.71 0.09840
I
I
OEPTH
OF FlO~
0.412
0.427
0.442
0.457
0.473
0.490
0.507
0.525
0.544
0.563
~.S.
ElEV
70.938
71.416
71.773
72.054
72.282
72.472
72.632
72.770
72.889
72.993
Q
VEL
VEl
HEAD
SF AVE
.067408
4.5
2.015
11.39
.062709
4.5
1. 826 '
10.84
.054923
4.5
10.34 1.662
.048067
4.5
9.87 1.512
.042069
4.5
9.41 1.376
.036851
4.5
8.96 1.248
,.032282
4.5
8.56
1.136
.028279
4.5
8.15 1.032
.024791
4.5
7.77 0.938
.021733
4.5
7.41 0.853
.019062
ENERGY
GRO.EL.
SUPER CRITICAL
ElEV OEPTH
HF
0.03
72.953
0.00
0.814
0.29
73.242
0.814
0.00
0.19
73.435 0.00 0.814
0.13
73.566 0.00.0.814
0.09
73.658 0.00 0.814
0.06
73.720 0.00 0.814
0.05
73.768 0.00
0.814
0.03
73.802 0.00
0.814
0.03
73.827 0.00
0.814
0.02
73.846 0.00
0.814
0.01
NORM OEPTH
0.370
0.370
0.370
0.370
0.370
0.370
0.370
0.370
0.370
0.370
0.370
HGT/
OIA
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
PAGE
BASEl
10 NO.
Zl
NO AVBPR
PIER
ZR
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00
o
0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
0.00 0.00 0 0.00
0.00
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0.00
0.00 0.00 0 0.00
0.00
0.00 0.00
o 0.00
0.00
0.00 0.00
o 0.00
0.00
0.00 0.00
o 0.00
0.00
~o
~
III
I',ICENSEE:
I
I
l/ElEM
STATION
O'MAllEY ENGINEERING CORP. F0515P
~ATER SURFACE PROFILE lISTING
TRACT 25892 TEMECUlA AREA PAUBA RD ~/O MARGARITA RD S.D. LAT "5.
FOR: CHONG-SHU ~ANG PHONE: 213-346-6688 FILE 518LAT5.INP
BY: O'MAllEY ENGINEERING 720 ~_ 6TH STREET CORONA, CA PHONE 909-734-0633
INVERT
ElEV
SO
OEPTH
OF FlO~
~.S.
ElEV
Q
VEL
VEL
HEAD
EHERGY
GRO.El.
SUPER CRITICAL
ELEV DEPTH
NORM DEPTH
HGTI
DIA
PAGE 2
BASEl
10 NO.
NO AVBPR
PIER
SF AVE
HF
Zl
ZR
III"':::~::"'.::~::"":~:::""::~:::"**'*':~:"":~::'...:~:::....::~:::**.:~::...-:~:::..........***:~::****:~::**:~::***:***:~:O
III
523.13
III
I
0.60 0.09840
72.56
0.51 0.09840
523.64 72.61
I
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I '524.38
I
524.05
I
I
524.64
,
I
I
0.41 0.09840
72.65
0.33 0.09840
72.68
0.26 0.09840
72.71
0.19 0.09840
524.83 72.73
0.14 0.09840
524.97 72.74
,
,
0.08 0.09840
525.05 72.75
0.02 0.09840
, 525.07 72.75
~All ENTRANCE
I
I
I HYDRAUl! C JUMP
I 525.07 72.75
525.07
,
72.75
0.605
0.627
73.164
73.236
0.650 73.299
0.674 73.356
0.699
0.726
0.753
0.782
0.814
0.815
0.814
73.407
73.452
73.493
73.530
73.564
73.565
73.564
4.5
.01673Z
4.5
6.74
0.705
.014684
4.5
6.42 0.640
.012893
0.01
73.869 0.00
0.814
0.01
73.876
0.00
0.814
0.01
4.5
6.12 0.582 73.881 0.00' 0.814
.011327 0.00
4.5
5.84 0.529 73.885 0.00 0.814
.009955
4.5
5.57
0.482
.008758
4.5
5.31 0.437
.007709
4.5
5.06 0.398
.006788
4.5
4.83 0.362
.005973
4.5
4.60
0.32B
4.5
0.327
4.59
4.60
0.328
0.00
73.889
0.00
0.814
0.00
73.889
0.00
0.814
0.00
73.891
0.00
0.814
0.00
73.89Z
0.00
0.814
0.00
73.892 0.00
0.814
73.892 0.00
0.814
73.892 0.00
0.814
0.370
0.370
0.370
0.370
0.370
0.370
0.370
0.370
0.370
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
0.00
0.00 0.00 0 0.00
0.00
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1AJ
-
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II
I ELEMENT NO
F 0 5 1 5 P
WATER SURFACE PROFILE . ELEMENT CARD LISTING ~~
IS A SYSTEM OUTLET .
U/S OATA STATION
601. 20
. .
INVERT SECT
69.08 2
I ELEMENT NO 2 IS A REACH . . .
U/S OATA STATlOH INVERT SECT N
606.85 71.10 2 0.013
I ELEMENT NO 3 IS A WALL ENTRANCE .
U/S DATA STATION INVERT SECT FP
I' 606.85 71.10 2 0.500
ELEMENT NO 4 IS A SYSTEM HEAOWORKS .
U/S OATA STATION INVERT SECT
I 606.85 71.10 2
NO EOIT ERRORS ENCOUNTEREO-COMPUTATION IS NOW BEGINNING
II" WARNING NO.2" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EOUALS
II
I
II
II
I
II
II
II
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II
.
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6
W S ElEV
71.13
W S ELEV
0.00
PAGE NO 2
RADIUS ANGLE ANG PT MAN N
0.00 0.00 0.00 0
INVERT ELEVATION IN HDWKDS. W.S.ELEV = INV + DC
~6
--
I
LI CENSEE:
I
I
STATION
I L/ElEM
O'MALLEY ENGINEERING CORP. F0515P
WATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RD W10 MARGARITA RO S.D. LAT "6"
FOR: CHONG-SHU WANG PHONE: 213-346-6688 FILE 518LAT6.INP
BY: O'MALLEY ENGINEERING 720 W. 6TH STREET CORONA, CA PHONE 909-734-0633
INVERT
ELEV
SO
OEPTH
OF FLOII
W.S.
ELEV
Q
VEL
VEL
HEAD
ENERGY
GRO.EL.
HF
SUPER CRITICAL HGTI
ELEV OEPTH OIA
NORM OEPTH
PAGE
1
SF AVE
BASEl
10 NO.
NO AVBPR
PIER
ZL
******.**.**....******....**...**.***..**..*****.**.******.*.***************..*********..****************************.***..........
ZR
I
601.20
I
69.08
0.26 10.35752
601.46 69.17
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0'.88 10.35752
602'.34 69.49
0'.77 0.35752
I
603.11 69.76
0.68 0.35752
I
603~79
I
604~38
I
70.01
0.59 0.35752
70.22
0.51 0.35752
604.89 70.40
I
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0.45 0.35752
605.34 70.56
0.38 0_35752
605.72 70.70
I
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606.04
I
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0.32 0.35752
70.81
0.27 0.35752
606.31 70.91
I
0.22 0.35752
0.756
0_763
0.792
0.823
0.856
0.890
0.927
0.965
1.006
1.051
1.098
69.836
69.935
70.280
70.587
70.862
71.107
71.327
71.524
71.702
71.862
72.006
13.1
13.1
13.1
13.1
13.1
13.1
14.69
3.349
.059646
13.1
14.49 3.261
.055120
13.1
13.82 2.965
.048591
13.1
13.18 2.697
.042897
13.1
12.57
2.454
.037905
13.1
11.99
2.231
.033537
11.42 2.025
.029718
10.89 1.841
.026369
10.39 1.676
.023468
9.90
1.522
.020943
9.44 1.385
. .018760
73.185
0.02
0.00
73.196 0.00
0.05
73.245 0.00
0.04
73.284 0.00
0.03
73.316 0.00
0.02
73.338 0.00
0.02
73.352
0.01
73.365
0.01
73.378
0.01
73.384
0.01
73.391
0.00
0.00
0.00
0.00
0.00
0.00
1.355
1.355
1.355
1.355
1.355
1.355
1.355
1.355
1.355
1.355
1.355
0.460
0.460
0.460
0.460
0.460
0.460
0.460
0.460
0.460
0.460
0.460
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
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I
Ll CENSEE: O'MALLEY ENGINEERING CORP. F0515P PAGE 2
I ~ATER SURFACE PROFILE LISTING
TRACT 25892 TEMECULA AREA PAUBA RO ~/O MARGARITA RD S.D. LA T "6"
FOR: CHONG-SHU ~ANG PHONE: 213-346-6688 FILE 518LAT6.INP
I BY: O'MALLEY ENGINEERING 720 ~. 6TH STREET CORONA, CA PHONE 909-734-0633
STATION INVERT DEPTH ~.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl 2L NO AVBPR
I L/ELEM ELEV OF FLOII ELEV HEAD GRD.EL. ELEV OEPTH DIA 10 NO. PIER
SO SF AVE HF NORM DEPTH 2R
.********.**.......****.*****.......**.*******..**...............**........*****.**********.****.**...****...**********************
I 606.53 70.98 1.151 72.136 13.1 9.00 1.259 73.395 0.00 1.355 1.50 0.00 0.00 0 0.00
I 0;17 0.35752 .016896 0.00 0.460 0.00
606.70 71.05 1.208 72.253 13.1 8.58 1.144 73.397 0.00 1.355 1.50 0.00 0.00 0 0.00
I 0.11 0.35752 .015338 0.00 0.460 0.00
606.-81 71.08 1.274 72.359 13.1 8.18 1.040 73.399 0.00 1.355 1.50 0.00 0.00 0 0.00
I 0.04 0.35752 .014147 0.00 0.460 0.00
I 606.85 71.10 1.355 72.455 13.1 7.80 0.944 73.399 0.00 1.355 1.50 0.00 0.00 0 0.00
~ALL ,ENTRANCE 0.00
I 606;85 71.10 1.356 72.456 13.1 7.79 0.943 73.399 0.00 1.355 1.50 0.00 0.00 0 0.00
HYORAULI C JUMP 0.00
I 606.85 71.10 1.355 72.455 13.1 7.80 0.944 73.399 0.00 1.355 1.50 0.00 0.00 0 0.00
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if / I 1/ / / ~y / / / "/ V '"~ ./"
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OJ = inlet flow
3A
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S = street slope
Los"Angeles County Flood Control Oistric
CATCH BASIN NO.2 CATCH BASIN CAPACITIES
To Be Used With L.D. No. 2
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I 'NORMAL cu~a Ft.";E +.. INCHES
I UNl..ESS OTM(AWISE SPfClFlEO
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CATCH 8A SIN
OF
NO.1
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'S'tl). t..:WJ1f18 C .-M)5 CATCM-:US. --.rr"0II DnAlLS.) .
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FRO" ALL DIRECTIONS
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SECTION
-=A~:,~~j
JiIIo. CB :09.. SPEC;AL
CCNNECT;O~S.
6"'/~
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/NUT
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EXistING CURB
SEE STANnARD CR.oWIN.! NO. LD201
FOR APPHOPRlATE l..Oc.u. CEP'AESSII:*.
NOTES
CI'-ENSIONS: UNLESS OntEJI!WISE SP!ctFIED.-
V'.6.~W.1'.'._ W.141,IZ.@.~Zl.
V . SHALL' BE SHOWN ON THE PLAIIS. .
. '"- SHALL BE SHOWN ON TKE: P\..UtS
( 7 FOOT MIN.).
T 'lII . INCHES If V IS 4 F'EET OR U..ss..
T . . INCHES IF Y IS LESS THAN . fUT.
T...IQ INCHES IF V IS I FEET OR ~
D "IS INCHES UNLESS OTt'I€RwlSE SPEClf'Tm
A'. 38 INChES UNLESS OTHERWISE SPECIFJE.D.
ST"UCTURAL CONCRETE SHALL BE CLASS ".(":P.C.c.
(6.0 SACK):-
THE "ElHFORC:N6 STEEL SMAl..L liE: IlUN8ER ..
DEFCftflIED IARS. CLEARAJrfa SHALL BE 1112 11I<<:)1
FROM THE 8OTTOII OF THE SLA.. sa NOTE 7..
4. T11I: SURFACE. 0' AU EXPOSED CONCRETe: SHAU. .
CONFORM TO SLOPE:9~ACE9CCL~.FINI5M AND
SCORING IN THE [XI5TING OR PROP05EO CURl .htO
WALK ADJACENT TO THE SASIN. THE St.Slh FLOOR
SH~LL IE GivEN A TIGMT '*000 FLOAT FINIStL
CURVATURE OF THE LIP 01"-0 S1C!WAllS AT THE
GUTTER OPE~Ne SHALL NOT BE WADE av
PLASTERING. THE OUT1.ET PiPE StiALL BE: TltIltl_C
TO FINAL SHAP!: AND LENGTlt BEFORE THE:
CONCRETE IS PQU"-iD.
L
>
5. S"ru":
3/4 INCH PLAIH AOUNO GA\..vANaED STEEL STEPS
SHALL BE INS'iALU:.D IS INC>iES APART WHEN V
EXCEEDS 4 FEET 6 INCHES. TH~ TOP .9TEP SHALL
. 8~ 6 INCHES &ELOW THE l:lP SURFACE AND SHALL.
BE 21/2 INCHE5 CLEAR FRO";; THE WALL.
ALL OTHER STEPS SHALL BE 4 INCHES CLEAR
FROM THE WA~L. ONLY O"'E ST(P 12 IHCHES FROM THE
BCTTOnl SHALL BE I~STALlEO I~ V IS 4- FEET S iNCHES
OR LESS. ALL S,,!"E?S SHAl.L BE ANCHORED NOT LESS
THAi'll 4 INCHES INTO THE W~LL OF THE .ASIN.
.'
6. eVils ,GuTTER AND LOCAL CE?RI!SSICNS SHALL IJE
CLASS -""CONCRETE
7 SEE ~T.a,I\IOARO DRAWING C8,06 FOR wALi.. & FLOO" S"!"!EL
Rf:rIFOI"'.!NG WHEN THE FOLLOWING COr-fOITlONS ARE
EXCEE!:!EO:
BASIN LENGTH:l' Vi BASIN DEPTH. V
7.0' UP TO 10' ~
14.d 7'
21.0' . ~
----.'
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CIIAWIIIIG 1110.
.['OIS'O..,.
--,_n...../.:...J, _~.
CATCH BASIN
NO. I
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SECTION M-M
l ABLE OF VALUE 5 FOR
8 T
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7"
33"
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C::~>"~~~:i . H
Erlb ~CTION r-l'-r
Projeded on Y-Y-l'
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My - pipepft
_.L
1-:
Itl';I!>,O..S
000 (DNTlOl
111'111$101 co"~~on
WATlIl COHsnVAnON OISTlleT
....,."'?v(O~ t
~1.";';.~'';:;i.
cm, ~~f=71
JUNCTION STRUCTURE
, NO.2
DRAWING NUMBER JS2.27
STANOARD SHEE! I OF 2
9-
t.(~((I,.
II...........
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NOTES FOR JUNCTION STRUCTURE NO.2
1. VALUES for A, B, C, D, E, F, G, L, Elevation R, and Elevation S
shown on improvement plan.
2.' PIPE
shall be cradled in class A concrete extending longitu~
dinally to points 1 ft. beyond the limits of L Hd, outsidEl
diameter of pipe + 4" as a minimum. Cradle may be omitted
on side opposite laterQl inlet when constructed in con-
nection with existing pipe stor.a drain. .
3.
I 4:
A AND B BARS shall be carried to point not less than J distance
from center line, J~+6'"
RECTh~GULAR OPENING in main line pipe shall be cut within these
limits normal to pipe surface without damaging steel.
Values for F, G, and L on improvement plan.
5. TRANSVERSE REINFORCEMENT in pipe shall be cutin center of
opening and bent to uniform distance from top and bottom
of junction structure.'
6. STRUCTURAL CONCRETE shall be CLASS "A"
7. REINFORCING STEEL shall be round, deformed, straight bars, V,"
clear from inside face of concrete unless otherwise shown.
8. STEEL SCHEDULE as shown.
9. MONOLITHIC ARCH: When Junction Structure No. 2 is specified
with reinforced monolithic ',arch storm drain, value D shall
refer to the clear span of the arch. Reinforcing steel
shall be cut and bent into junction structure the same
as for pipe. Concrete cradle under reinforced monolithic
arch is not required.
10. FLOOR of structure shall be steel-troweled to springing line.
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11VU$IDI COUNTY flOOD CONUOl
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W.UII COHSUVAflON DlsnlCT
,.NOJ[CT ~o
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JUNCTION STRLlCTURE
NO.2
OIlAWING !to.
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EOGES TO BE ROUNDED
TO 3" RADIUS
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=. C#T1OKAL sonoy "ca",ol P'QI.T! sa :tOTl e
SH STANDARO DRAWlNG MH 259
ANa NOTE 6 THIS SHEET.
:.:~
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8
PLAN
(SHAFT NOT SHOWN)
SECTION 8-8
fj]
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STiU!:T IIUOt ;; w.&JlIHQU fr,UW(.ue COVd
~;'Ti1{' ~ ~ "r.:=:~:~:_.~
Milt "-."'0" """YED S1"RaTS
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DETAIL N
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(SHAFT NOT SHOWN, SEE NOTE :5
L_
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SECTION A-A
OMIT THIS STEP IH
PAVED STREETS.
C"UUT ~~"OCJ l1"
f:'''';\ ;- t ,~ P6no ~TGtIJ:f:)
~ 2'.0. to=.:1 'OR UtOl\V2.~ ST~
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1~4.'O. ,.lVlO STRUTS
2'-Z' 'OR UlI..vtO STlIIlTS
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IIVUSlDI COUNTT HOOD COHTlOL
A.D
w,,1'I' CONsuv"nON DISHleT
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