HomeMy WebLinkAboutParcel Map 30180 Drainage Study (Dec.19,2003)
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DRAINAGE STUDY:
RAINBOW PLAZA
PARCEL MAP 30180
City of Temecula
County of Riverside, California
December 19, 2003
Prepared for:
BORCHARD-La VERNE, LLC
26 CORPORATE PLAZA, #100
NEWPORT BEACH, CA 92660
Revision History
Date Comment
Report Prepared By:
. . .
CONSULTING
27555 Ynez Rd, Suite 400
T emecula, California 92591-4679
909.676.8042 telephone
909.676.7240 fax
Engineer of Work! Contact Person:
Ejaz Mohammad, P.E.
Adel S. Casao
RECEIVED
DEe 1 9 2003
CfTY OF TEMECULA
ENGfN"'f-:iiNG uE:"AriTMENT
RBF IN 15-100709
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RECEIVED
Ar'R 0 fl 2004
CITY OF TEMECUl,A
ENGINEERING DEPARTMIliN'I'
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Table of Contents
. Vicinity Map
. Hydrology Map. Proposed Conditions
. Line "A" and Line "B" Hydraulics
. Catch Basin Sizing Hydraulics
1;>
1F:/,fECULA VAlLEy FREEWAY
'"
RAINBOW CANYON
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709L1NEA.OUT
ClJ01\TE: 12118/2003
TIME, 14,44
FOSISI'
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING
PAGE
C.ARO SECT am NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTH DIAMETER WIDTH
ZR UN Y(l} Y(2) Y(J) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(lO)
DROP
CD
1.50
OJ
.
.
F 0 5 1 5 P
PAGE NO
WATER SURFACE PROFILE TITLE CARD LISTING
HEADING LINE NO 1 IS -
15-100709 RAINBOW PLAZA, LINE-A
HEADING LINE NO :2 IS
EJAZ MOHAMMAD, PE, 12/19/2002
HEADING LINE NO IS-
OJ
.
.
F 0 SIP
PAGE NO
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLE:T
U/S DATA STATION INVERT SECT
1000.001002.00 1
"If ~; ELEV
l{'03.60
ELEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT
1084.141005.38 1
N
0.013
RADIUS ANGLE ANG PT MAN H
22.5038.00 0.00 0
ELEMENT NO 3 IS A SYSTEM HEADWORKS
u/s DATA STATION INVERT SECT Ii 11 ELEV
1084.141005.38 1 C.OO
NO BOlT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
H WARNING NO.2 H WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HUIKDS, W.S.ELEV UN + DC ITJLICENSEE: R.B.F. &
i>ASSOC. - SAN DIEGO F0515P PAGE
WATER SURFACE PROFILE LISTING
15-100709 RAINBOW PLAZA, LINE-A
EJAZ MOHAMMAD, PE, 12/19/2002
.
STATION
INVERT DEPTH
ELEV OF FLOW
'Ii.S.
EL~
Q
VEL
VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELEV DEPTIi
HGTI BASEl
DIA ID NO.
ZL NO AVBPR
PIER
L/ELEM
so
SF AVE
HF
NORll IiEPTH
ZR
**********************************************************************************************,,*.**********************************
.---
1000.001002.00
0.00
0.710 1002.710
9.3
11.30
1.9831004.693 0.00
1.179
1.50
0.000.00
20.660.04017
.036854
"
11.700
o 00
1020.661002.83
0.721 1003.551
9.3
11.07
1.903 1005.454 0.00
1.179
1.50
0.00000 0 0.00
22.53 0.04017
.033696 0.76
L1.700
0.00
1043.191003.74
0.748 1004.483
u
10.56 1.730 1006.213
0.00
1.179
1.50
0.00 00
0.00
12.20 0.04017
.029672
36
1).700
00
1055.391004.23
0.777 1005.002
9.3
10.06 1.573 1006.575 0.00
1.179
1.50
0.000.00 0 0.00
8.060.04017
.026154 0.21
'}.':OO
0.00
1063.451004.55
0.8071005.356
9.3
9.59
1.4271006783
0.00
1.179
1.50
0,000.00
0.00
5.72 0.04017
.023072 .13
).700
,00
1069.171004.78
0.8391005.618
9.3
9.14 1.298 1006 916
CI.OO
1.179
1.50
0.00
.00 0 0.00
4.30 0.04017
.020373
0.09
.).700
00
1073.471004.95
0.872 1005.823
9.3
8.72 1.1821007.005
0.00
1.179
0.00 00
0.00
1.50
.260.04017
.018006 006
.),'.'00
0.00
....- 1076.731005.08
2.46 0.04017
0.9071005.989
9.3
8.31
1.073 1007.062
0.00
1.179
1.50
0.00
00
0.00
.015942 04
-).<'00
00
1079.191005.18
0.9451006.126
'.3
0.00 0:00
7.93 0.9761007102
0.00
1.179
1.50
0.00
1.870.04017
.014143
03
)../00
o 00
1081.061005.26
0.9851006.241
'.3
7.56 0.8881007129 0.00
1.179
1.50
0.00 00
0.00
1.400.04017
.012566 0.02
0../00
0.00
1082.461005.31
1,0271006.340
'.3
7.21 0.807 1007.147 0.00
1.179
1.50
.000.00
00
0.95 0.04017 .011192 0.01
i>R.B.F. &. ASSOC. SAN DIEGO F0515P
WATER SURFACE PROFILE LISTING
15-100709 RAINBOW PLAZA, LINE.A
EJAZ MOHAMMAD, PE, 12/19/2002
1)..100
0.00
PAGE 2
aJLICENSEE:
.
Page 1 012
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709L1NEA.OUT
STATION
HGTj BASEl ZL NO AVBPR
0111. ID NO. HER
L/ELEM
INVERT DEPTH
ELEV OF FLOW
1'1.5.
ELEV
Q
VEL
VEL ENERGY SUPER CRITICAL
HEAD GRD. EL. ELEV DEPTH
EO
SF AVE
HF
N0RJ11 I:EPTII
,.
-_..*...............................................................................................................................
-
-
10 o~ .r~b 4--
1001.2.'1 I
0-73
1083.41 1005.35 1.073 1006.423 9.3 6.87 0.734 1007 .157 0.00 1.179 1.50 0.00 0.00 0.00
0.55 0.04017 .010006 0.01 O.iOO 0.00
1083 .96 1005.37 1.123 1006.496 9.3 6.55 0.666 1007 162 0.00 1.179 1.50 0.00 0.00 0.00
0.18 0.04017 .008979 0.00 0,"100 0.00
r 1084.14 1005.38 1.179 1006.559 9.3 6.24 0.605 1007.164 0.00 1.179 1.50 0.00 0.00 a.oorn
W.5ELv,/J H4L +\. ''') V1-
-
-- - ~l
I o 0 6 . <)6 + I. x -l1l , o. 61
-
-'
--
---
Page 2 012
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709L1NEB.OUT
[lJDATE: 12/18/2003
TIME, 14,46
FOS1SP
WATER SURFACE PROFILE CHANNEL DEFINITION LISTING
PAGE
CARD SEer CHN NO OF AVE PIER HEIGHT 1 BASE ZL
CODE NO TYPE PIERS WIDTH DIAMETER WIDTII
ZR INV 'i(l) Y(J) Y(3) Y(41 'i(S) Y(6) 'i(?) 'i(8) Y(9) 'i{IO)
DROP
~ 1.50
~ F 0 5 1 5 P
OJ
.
PAGE NO 3
WATER SURFACE PROFILE TITLE CARD LISTING
HEADING LINE NO 1- IS
15-100709 RAINBOW PLAZA, LINE-B
HEADING LINE NO 2. IS
EJAZ MOHAMMAD, PE, 12/19/2002
HEADING LINE NO IS-
OJ
.
.
F 0 SIP
PAGE NO 2.
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SEer
1000.001001.90 1
w :. ~:LEV
100:,.60
ELEMENT NO 2. IS A REACH
U!S DATA STATION INVERT SEer
1171.15 1006.25 1
N
0.013
RADIUS ANGLE ANG PT MAN H
22.5044.00 0.00 0
ELEMENT NO 3 IS A SYSTEM HEADWORKS
u/s DATA STATION INVERT SECT 1<1 :3 I:LEV
1171.15 1006.25 1 11.00
NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
.. WARNING NO.2" WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HI1WKDS, W.S.ELEV INV + DC [I]LICENSEE: R.B.F. &
-t>ASSOC. - SAN DIEGO FOS~5P PAGE
.
WATER
~5-~00709 RAINBOW PlAZA, LINE-B
EJAZ MOHAMMAD, PE, ~2/~9/2002
SURFACE PROFILE LISTING
STATION
INVERT
<LEV
DEI'TIl
OF FLOW
H.S.
ELEV
o
HOT!
mA
BASEl
ID NO.
VEL
VEL ENERGY SUPER CRITICAL
HEAD GRD . EL . ELEV DEPTII
'L
NO AVBPR
PIER
L/ELEM
SD
SF AVE
HF
NOR\{ llEPTII
'R
................................................................................................-,..................................
-
~ooo.oo ~001.90
0.00
1.7001003.600
8.7
4.92
0.3761003.976
0.00
1.142
1.50
0.000.00
4.470.02542
.006860
0.03
0.'170
o 00
~004.47
/' HYDRAULIC
100201
1.640
~003.654
8.7
4.92
0.376
1004.030
0.00
1.142
1.50
0.00
00
o
0.00
JUMP
00
/
1004.47
0.00
1002.01
0.770
1002.784
8.7
9.52
1.407
1004.19~
0.00
1.142
1.50
0.00
0.00
56.140.02542
.025106
1.41
O.no
.00
~060 61 ~003.44
0.770 1004.211
8.7
9.52 1.4071005.618 0.00
1.142
1.50
0.00 00
0.00
49090.02542
.0242~6 1.~9
0.170
0.00
1109 70 ~004.69
0.7871005.475
8.7
9.27
1.3331006.808
0.00
1.142
1.50
0.000.00
0.00
26230.02542
.021943 0.58
0.170
0.00
,/
1135.931005.36
0.00
0.8~7 1006.~72
8.7
8.83 1.211 1007 383
0.00
1.142
1.50
0.00000
~2. 73 0.02542
.0~9363 25
0.770
0.00
1148 .66 1005.68
0.8501006.528
8.7
8.42 1.1011007.6:./.9 0.00
1.142
1.50
0.000.00 0 0.00
7.96 0.02542
.017112 0.14
0.770
00
1156.6:./. 1005.88
0.8841006.765
8.7
8.03
1.0001007.765
0.00
1.142
1.50
0.00
00
0.00
5.350.02542
.015134 0.08
0.770
0.00
/
1161.97 1006.02
1.50
0.9201006.937
8.7
7.65 0.9091007846
0.00
1.142
0.000.00
0.00
3.72 0.02542
.013404 05
0.770
o 00
1165.69 1006.11
0.9581007.069
8.7
7.30 0.8271007896 0.00
1.142
1.50
0.00 00 0 0.00
2.530.02542
.011895 0.03
0.770
0.00
1168 22 1006.18
0.9991007.175
8.7
6.96
0.752 1007.927 0.00
1.142
1.50
0.00
00
00
1.71 0.02542 .010578 02
-t>R B.F. & ASSOC. SAN DIEGO F0515P
WATER SURFACE PROFILE LISTING
15-100709 RAINBOW PLAZA, LINE-B
EJAZ MOHAMMAD, PE, 12/19/2002
0.770
000
PAGE .2
OOLICENSEE:
.
Page 1012
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709L1NEB.OUT
I
STATION
INVERT DBPTII
ELEV OF FLOW
w.s.
'LEV
o
v'"
VEL ENERGY SUPER CRITICAL HGTI BASEl
HEAD GRD.EL. ELEV DEPTIl PIA In NO.
ZL NO AVBPR
PIER
L/ELEM
so
SF AVE HF NORM O;:PTIj
ZR
****................********************.**.*****.........****....**....****.................*.......................*******.......
I
1169 93 1006.22 1.042 1007.261 8.7 6.64 0.684 1007.945 0.00 1.142 1.50 0.00 0 00 0.00
9S 0.02542 .009430 0.01 0.710 00
1170 88 1006.24 1.089 1007.332 8.7 6.33 0.622 1007.954 0.00 1.142 1.50 0.00 00 0.00
0.27 0.02542 .008435 0.00 C.770 0.00
1171.15 1006.25 1.142 1007.392 8.7 6.02 0.564 1007 .956 0.00 1.142 1.50 0.00 00 0 a.oom
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Page 2 of2
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CONSULTING
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CALCULATED BY __ ~~?:.111.0ATE
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Worksheet
Worksheet for Curb Inlet In Sag
Project Description
Worksheet
Type
Solve For
CB in 8a9- Capacity
Curb Inlet In Sag
Spread
Input Data
Discharge
Gutter Width
Gutter Cross Slope
Road Cross Slope
Curb Opening Length
Opening Height
Curb Throat Type
local Depression
Local Depression Width
72.00 cis
2.00 It
0.062500 ftllt
0.020000 ftllt
14.00 It
0.83 It
Vertical
4.0 in
4.00 It
Results
Spread
Throat Indine Angle
Depth
Gutter Depression
Total Depression
64.84 It
0.00 degrees
1.38 It
1.0 in
5.0 in
Notes: 8" CF
(0
~
I<.. [) W
<3" Cp
h:\...\calcs\hydrology\f1owmaster\812fm002.fm2
12/18103 04:53:43 PM @HaestadMethods,lnc.
RBF Consulting
37 Brookside Road Waterbury, CT 06708 USA
Project Engineer: RBF Consulting
FlowMaster v6.1 [614k] \0
(203) 755-1666 Page 1 of 1
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Worksheet
Worksheet for Curb Inlet In Sag
Project Description
Worksheet
Type
Solve For
CB in 8a9- Capacity
Curb Inlet In Sag
Spread
Input Data
Discharge
Gutter Width
Gutter Cross Slope
Road Cross Slope
Curb Opening Length
Opening Height
Curb Throat Type
Local Depression
Local Depression Width
42,00 cfs
2.00 ft
0.062500 fVft
0.020000 fVft
14.00 ft
0.83 ft
Vertical
4.0 in
4.00 ft
Results
Spread
Throat Incline Angle
Depth
Gutter Depression
T atal Depression
45.26 ft
0.00 degrees
0.99 ft
1.0 in
5.0 in
Notes: 8" CF
-ro
ie.
h:\... \calcs\hydrology\f1owmaster\812fm002.fm2
12/18/03 04:54:14 PM @HaestadMethods, Inc.
RBF Consulting
37 Brookside Road Waterbury, CT 06708 USA
Project Engineer: RBF Consulting
FlowMaster v5.1 [614k] \\
(203) 755-1666 Page 1 of 1
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Worksheet
Worksheet for Curb Inlet In Sag
Project Description
Worksheet
Type
Solve For
CB in 8a9- Capacity
Curb Inlet In Sag
Spread
Input Data
Discharge
Gutter Width
Gutter Cross Slope
Road Cross Slope
Curb Opening Length
Opening Height
Curb Throat Type
Local Depression
Local Depression Width
60.00 cts
2.00 It
0.062500 ftllt
0.020000 ftllt
14,00 It
0.67 It
Vertical
4.0 in
4.00 It
Results
Spread
Throat Incline Angle
Depth
Gutter Depression
Total Depression
57.42 It
0.00 degrees
1.23 It
1.0 in
5.0 in
Notes:! CF
(;,"
-Co
~rrvJ
h:\... \calcs\hydrology\f1owmaster\812fm002.tm2
12/18/03 04:55:50 PM @ Haestad Methods, Inc.
RBF Consulting
37 Brookside Road Waterbury, CT 06708 USA
Project Engineer: RBF Consulting
FlowMaster ...6.1 [614k]
(203) 755-1666 Page 1 of 1 \2-
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Worksheet
Worksheet for Curb Inlet In Sag
Project Description
Worksheet
Type
Solve For
CB in 8a9- Capacity
Curb Inlet In Sag
Spread
Input Data
Discharge
Gutter Width
Gutter Cross Slope
Road Cross Slope
Curb Opening Length
Opening Height
Curb Throat Type
Local Depression
Local Depression Width
30.00 cfs
2.00 It
0.062500 ftllt
0.020000 ftllt
14.00 It
0.67 It
Vertical
4.0 in
4.00 It
Results
Spread
Throat Incline Angle
Depth
Gutter Depression
Total Depression
36.17 It
0.00 degrees
0.81 It
1.0 in
5.0 in
Notes: t CF
tn
(ru
--rL.
h:\...\calcs\hydrology\f1owmaster\812fm002.fm2
12/18/03 04:55:24 PM @ Haestad Methods, Inc.
RBF Consulting
37 Brookside Road Waterbury, CT 06708 USA
Project Engineer: RBF Consulting
FlowMaster v6.1 [614k]
(203) 755-1666 Page 1 of 1 \~