HomeMy WebLinkAboutTMC and Southern Regional Lab ar
BASIS OF DESIGN REPORT
CALTRANS TRANSPORTATION MANAGEMENT CENTER
.� (TMC) AND SOUTHERN REGIONAL LABORATORY (SRL)
"EARLY PROJECT" WITH OFFSITE BACKBONE
DRAINAGE FACILITY
+• Prepared For:
Caltrans District 8
Attn: Richard Doyle, Project Manager
464 W. 24 Street
San Bernardino, California 92401 -1407
- - Prepared By:
RPF
CONSULTING
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Contact Persons:
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Chad Costello, RCE No. 60256
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Larry Tortuya
September 21, 2006
PN: 65- 100282
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TABLE OF CONTENTS
SECTIONS
Section 1— Introduction 1
410 1.1 General Introduction 1
1.2 Project Site Existing Conditions 1
1.3 Previous Studies 2
1.4 Design Objectives 2
Section 2— Hydrology 3
2.1 Storm Drain Design - Basis of Design 3
2.2 Watershed Analysis Methodology 3
2.3 Hydrologic Analysis Results 4
Section 3— Facility Design 5
3.1 Proposed Storm Drain System 5
LIST OF EXHIBITS
Exhibit 1– SRUTMC Early Project Exhibit
Exhibit 2 – Hydrology Map
APPENDICES
A. Hydrology Calculations- 100 -Year
A.1– Fontana Master Drainage Plan Calculations and Exhibits
A.2 – Rational Method Hydrology 100 -Year Project Condition (AES Output)
A.3 – Rational Method Hydrology 100 -Year Ultimate Condition (AES Output)
B Hydraulic Calculations- WSPG
B.1 – Line D-7 100-Year Project Condition
B.2 – Line D-7 100-Year Ultimate Condition
B.3 – Lateral D -7A 100 -Year Project Condition
B.4 – Lateral D -7A 100 -Year Ultimate Condition
B.5 – Lateral D -7B 100 -Year Project Condition
B.6 – Lateral D -7B 100 -Year Ultimate Condition
B.7 – Lateral D -7C 100 -Year Project & Ultimate Condition
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Section 1— Introduction
1.1 General Introduction
The following report is intended to serve as the basis of design report for the proposed storm
drain along Victoria Avenue, in the City of Fontana, San Bernardino County. Storm Drain Line
D -7 from "Engineer's Report for City of Fontana and County Area within the City of Fontana's
Sphere of Influence- Master Storm Drainage Plan Volumes 1- 3 "(FMDP hereon.) is the County
master planned drainage facility proposed for this area. With the implementation of the
proposed park and ride facility, it will be necessary to construct a portion of Line D -7 to convey
the proposed flows. The proposed drainage project consists of approximately 721' of 72" RCP
and 925' of 36" RCP.
The Caltrans site will be developed in phases and the park and ride facility is scheduled for the
first phase. Line D -7 will serve the 21 acres Caltrans site and is tributary to the San Sevaine
Channel. The total drainage area tributary to the storm drain Line D -7 is approximately 220
acres, and includes natural, proposed residential, proposed commercial, and roadway land uses.
The 100 -year design flow was taken from FMDP for Line D -7 at Node 250.1, and is 189 cfs.
1.2 Project Site Existing Conditions
The project site is located in San Bernardino County within the limits of the City of Fontana.
The proposed park and ride site is located along the Victoria Road, just south of the 15 freeway.
The project location is between the future Banana Street and the San Sevaine Channel. See
Exhibit 1.
The San Sevaine channel flows in a southwest direction parallel to Interstate 15, and confluences
with Etiwanda Creek southwest of the Caltrans site. The drainage area tributary to Line D -7 and
ultimately to the San Sevaine Channel is along Victoria Avenue to the north. According to the
FMDP, the drainage area tributary to Line D -7 consists of 219 acres of residential land use: 3 -4
� - dwelling units per acre for the design condition. In existing condition the majority of this flow is
not tributary to Line D -7 because of existing culverts along Victoria Avenue.
The existing condition at the project site is approximately 22 acres of undeveloped, open brush
condition area. This undeveloped area includes an offsite area of approximately 77.3 acres;
which has limits of the easterly project boundary at the old San Sevaine Channel. This offsite
conveyance will be captured via an interim condition inlet located within the Caltrans property
line.
According to the Hydrologic Soils Group Maps located in the San Bernardino County Hydrology
Manual, the project site falls within the boundaries of Figure C -14. Based on this map, and the
Rational Method Calculations for Line D -7 of the FMDP, the soil type used for hydrologic
calculation purposes was type "A" for the entire area.
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1.3 Previous Studies
The general area of Line D -7 has been studied previously in the FMDP. The FMDP includes
rational method hydrology calculations, a "Master Plan of Developed Hydrology" map (Included
in Appendix A of this report.), storm drain alignments, and preliminary sizes for county master
planned drainage facilities. The FMDP as sited in previous sections is; Engineer's Report for
City of Fontana and County Area within the City of Fontana's Sphere of Influence- Master
Storm Drainage Plan Volumes 1 -3, prepared by Hall and Foreman Inc. in June, 1992.
1.4 Design Objectives
The design objectives associated with the preparation of these proposed project improvements
focus on developing final storm drain improvement plans based on 100 -year flows as
recommended by the City of Fontana in the FMDP. The specific objectives include:
1) Develop the hydrology analysis for the project and ultimate conditions.
2) Determine the design flow rates for the proposed project improvements that will be used
for the hydraulic basis of design.
3) Identify the design criteria, features, and constraints to be used for the development of the
final improvement plans, including proper Best Management Practices. Summarize the
design constraints and project elements to be incorporated into the final design.
4) Develop the final alignments, grades, and required sections for the proposed project site
improvements.
5) Prepare a detailed water surface profile model for the proposed storm drain in both
project and ultimate conditions. Develop a proposed storm drain that satisfies the 100 -
year level flooding protection requirements and provides the most cost effective design
with the existing physical site constraints.
All hydrologic and hydraulic design criteria associated with the design of the proposed project
improvements use the County of San Bernardino Hydrology Manual, the County of San
Bernardino Specification & Standards manual, and recommendations given by the San
Bernardino County Flood Control District (SBCFCD).
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Section 2— Hydrology
2.1 Storm Drain Design - Basis of Design
The San Bernardino County Land Development Division requires that all new developments be
protected from a 100 -year storm event. The County's design criteria also indicate that the off -
"' site drainage facilities shall be designed to convey the discharge from a 100 -year storm event.
A proposed condition hydrologic analysis was prepared to quantify the off -site design discharges
and was based on the FMDP. The 100 -year storm event hydrology was used in the analyses for
the design of Line D -7. The County recommends a bulking factor of 1.5 to be used for the 100 -
year hydraulic conduit sizing calculations for the undeveloped areas within a drainage area. It is
assumed this area falls within the County requirements. Other assumptions made in the design
are as follows:
1. In the existing flows; runoff east of Future Banana Street is not tributary to Victoria
Avenue; therefore, the offsite ultimate condition flows found in the FMDP will be used
to check the capacity of Line D -7 only.
2. The conduit that will convey the off -site drainage will be used for future development
IMMik and will be sized based on the greater flow of the project and ultimate conditions.
3. The difference in watershed area between this report and the FMDP is due to the recent
addition of the 210 Freeway.
2.2 Watershed Analysis Methodology
A 100 -year Rational Method analysis was prepared to determine the project and ultimate
condition flow into Line D -7 using the program developed by Advanced Engineering Software
(AES). The drainage boundaries and flow directions were based on topographic characteristics,
proposed grading plan, lotting study, street alignments and the existing analysis in the FMDP.
After delineating the tributary area of the project, there are significant differences in acreage
compared to the FMDP. According to the FMDP, the total acreage of watersheds 251 and 252 is
139 acres and the limits of the watershed areas are as follows; to the north is the Highland
Channel, to the South is Victoria Road, to the west is the confluence of the San Sevaine Channel
and Etiwanda Creek, and to the East is the old San Sevaine Channel. See "City of Fontana
Master Plan of Developed Hydrology Map" in Appendix A. According to the new delineation,
the total acreage of the same two watersheds with the same boundary limits is 79.8 acres. The
difference in area is due to the recent construction of the 210 Freeway. See Exhibit 1
"SRUTMC Tributary Area Comparison" which illustrates the changed watershed condition after
construction of the 210 Freeway.
According to the FMDP, the total tributary area north of Victoria Avenue, to the San Sevaine
channel is 219 acres. The most down stream 65 acres bypasses line D -7 and flows directly into
the San Sevaine Channel in the hydrology calculations done in the FMDP. The Caltrans project
site is part of these 65 acres. The design flow for Line D -7 in the FMDP is 335 cfs. This flow
does not account for the flow from the Caltrans site, thus additional hydrology analysis has been
added to the hydrology model in the FMDP. The modification includes adding a portion of the
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65 acres to Line D -7 prior to discharging to the San Sevaine Channel.
All sub -areas were delineated based upon the guidelines in the San Bernardino County
Hydrology Manual. Land -use types include woodland and commercial with a U.S. Soil
Conservation Service hydrologic soil type of "A." Exhibit 2 shows the subarea boundaries,
storm drain location, storm drain description and the flow directions for the proposed portion of
storm drain Line D -7. See Appendix A for Hydrology Analysis (AES) results.
2.3 Hydrologic Analysis Results
Table 2.1 shows the results of the 100 -year hydrologic analysis for each of the nodes along Line
D -7. See Appendix A for AES 100 -year hydrology analysis results.
^*" Project
Project Ultimate Project Condition Ultimate
Total Tributary Hydrology Conditions Conditions Condition Flow Rate x Condition
Area Node Drainage Area Drainage Area Flow Rate 1.5 Bulking Flow Rate
Factor
ac II ac cfs II cfs
Project Site 251.8 18.1 18.1 31.5 47.3 62.6
252.2 2.3 2.3 10.7 10.7 10.7
" Street 252.4 2.5 2.5 5.1 5.1 5.1
Offsite 251.5 56.4 15.8 84.5 126.8 42.9
251.1 40.6 120.6 61.3 92.0 251.1
San Sevaine Channel 252.1 79.3 102.9 123.8 185.7 382.5
Table 2.1: Hydrology Flow mmary
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Mil Section 3- Facility Design
3.1 Proposed Storm Drain System
The project condition analysis includes the offsite flow for the ultimate condition to analyze the
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capacity of the proposed 72" RCP. The offsite flow tributary to the Caltrans site is conveyed via
AO a 36" RCP within and along the project boundary, and the project condition on -site flows are
conveyed in a basin located on the southern end of the site. The proposed system, Line D -7 and
all laterals were analyzed using Water Surface Pressure Gradient (WSPG). The starting water
'' surface elevation for the Line D -7 is 1309.60 ft and is from the as- builts for the San Savaine
..„ Channel.
. The park and ride site flows will be conveyed in a concrete swale and will be picked up in a drop
inlet located at the southwest end of the project site.
The ultimate condition analysis was based on the ultimate condition of the Caltrans property and
. the land uses from the FMDP for the offsite areas. The onsite land uses for the ultimate
condition are commercial.
The following table shows the characteristics of the hydraulic analysis of the proposed storm
drain Line D -7 and laterals in both the project and ultimate conditions.
Project Conditions Ultimate Conditions
Storm Drain Pipe Size Max. Max. Max. Max.
�' Line Q v� D� Sfp,. Q vuit ihnt Kilt
M. in. Cfs I fps I ft II ft/ft I cfs I fps I ft II ft/ft
. Line D -7 72 123.8 12.6 4.6 0.008 382.5 16.6 7.1 0.01
Lateral D -7A 42 84.5 12.7 2.9 0.01 42.9 11 2 0.01
vs
Lateral D -7B 48 113.4 18.5 2.9 0.03 102.2 18.8 6.7 0.03
m .. Lateral D -7B 36 31.5 22.2 1.8 0.03 62.6 24.4 2.5 0.05
Lateral D -7C 24 13.7 13.7 1.1 0.02 13.7 13.7 1.1 0.02
Lateral D -7C 24 10.7 8.8 1.2 0.03 10.7 8.8 1.2 0.03
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A. Table 3.1: Hydraulic Calculation Summary
.0* Although the storm drain system, Line D -7, is intended to ultimately convey the flow of the
A ,, entire tributary area of 219 acres per the FMDP; there are project conditions that need to be
noted. The tributary area per the FMDP has changed due to the construction of the 210 Freeway.
"' The new tributary area in the ultimate condition is 159.3 acres. The inlet headwall at the
go upstream end of Lateral D -7A will be designed to convey the project condition flow because it is
higher than the ultimate condition flow. A drainage basin, designed to capture the on -site flows
" of the additional Caltrans property that will be developed in a later phase, is sized for project
or condition flows. All laterals except Lateral D -7A will be designed to convey the ultimate
condition flow with anticipation that the proposed laterals will be utilized after future
"° development.
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A.1 - Fontana Master Drainage Plan Hydrology
Calculations and Exhibits
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T1 TRIBUTARY TO SAN SEVAINE CHANNEL LINE D -7 100 -YR PROJECT CONDITION
114 JN:65100282 FN: SSC- PROJ.DAT LTORTUYA 09/20/06
a CITY OF FONTANA (72" RCP)
SO 1000.001305.00 72 1309.60
A. 1062.311305.62 72 .013
1097.511305.98 72 .013 44.82
R 1153.861306.54 72 .013
( 1158.861306.59 72 24 10.4 1309.38 45.00
1550.861310.51 72 .013 20.00
1556.361310.56 72 36 113.3 1313.06 45.00
R 1700.001312.00 72 .013 7.50
n 1700.001312.00 72 1319.52
did 24 4 2.00
CD 36 4 3.00
72 4 6.00
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TE: 9/25/2006
TIME: 11:51
"' F0515P
0 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
' 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)
B ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP
,iD 24 4 2.00
D 36 4 3.00
41 eD 72 4 6.00
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A M F0515P PAGE NO 3
,r WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
Alm
TRIBUTARY TO SAN SEVAINE CHANNEL LINE D-7 100 -YR PROJECT CONDITION
AO
„ ADING LINE NO 2 IS -
JN:65100282 FN: SSC- PROJ.DAT LTORTUYA 09/20/06
:AD1NG LINE NO 3 IS -
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°O F0515P PAGE NO 2
°' WATER SURFACE PROFILE - ELEMENT CARD LISTING
AO
ELEMENT NO 1 IS A SYSTEM OUTLET * *
a+ U/S DATA STATION INVERT SECT W S ELEV
1000.00 1305.00 72 1309.60
wag
m iLEMENT NO 2 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
Jaw 1062.31 1305.62 72 0.013 0.00 0.00 0.00 0
" NO 3 IS A REACH * * *
AA U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1097.51 1305.98 72 0.013 0.00 44.82 0.00 0
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LEMENT NO 4 IS A REACH * * *
"ir U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1153.86 1306.54 72 0.013 0.00 0.00 0.00 0
#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
1158.86 1306.59 72 24 0 0.014 10.4 0.0 1309.38 0.00 45.00 0.00
ELEMENT NO 6 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1550.86 1310.51 72 0.013 0.00 20.00 0.00 0
ELEMENT NO 7 IS A JUNCTION * * * * * * *
*+. U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4
,, 1556.36 1310.56 72 36 0 0.014 113.3 0.0 1313.06 0.00 45.00 0.00
'ELEMENT NO 8 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1700.00 1312.00 72 0.013 0.00 7.50 0.00 0
_LEMENT NO 9 IS A SYSTEM HEADWORKS * *
°"`° U/S DATA STATION INVERT SECT W S ELEV
1700.00 1312.00 72 1319.52
D EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING
a
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LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1
WATER SURFACE PROFILE LISTING
0111 TRIBUTARY TO SAN SEVAINE CHANNEL LINE D -7 100 -YR PROJECT CONDITION
r JN:65100282 FN: SSC- PROJ.DAT LTORTUYA 09/20/06
CITY OF FONTANA (72" RCP)
AM
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
oho
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
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mw
18.49 0.00995 .001033 0.02 2.225 0.00
1018.49 1305.18 4.391 1309.575 123.8 5.58 0.484 1310.059 0.00 3.009 6.00 0.00 0.00 0 0.00
16.22 0.00995 .001154 0.02 2.225 0.00
04 1034.71 1305.35 4.200 1309.545 123.8 5.85 0.532 1310.077 0.00 3.009 6.00 0.00 0.00 0 0.00
"" 14.18 0.00995 .001292 0.02 2.225 0.00
1048.89 1305.49 4.024 1309.510 123.8 6.14 0.585 1310.095 0.00 3.009 6.00 0.00 0.00 0 0.00
12.53 0.00995 .001453 0.02 2.225 0.00
1061.42 1305.61 3.859 1309.470 123.8 6.44 0.644 1310.114 0.00 3.009 6.00 0.00 0.00 0 0.00
mm
lime 0.89 0.00995 .001546 0.00 2.225 0.00
"" 1062.31 1305.62 3.847 1309.467 123.8 6.46 0.649 1310.116 0.00 3.009 6.00 0.00 0.00 0 0.00
• 7.04 0.01023 .001615 0.01 2.209 0.00
1069.35 1305.69 3.747 1309.439 123.8 6.67 0.690 1310.129 0.00 3.009 6.00 0.00 0.00 0 0.00
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HYDRAULIC JUMP 0.00
ws
1069.35 1305.69 2.389 1308.081 123.8 11.80 2.161 1310.242 0.00 3.009 6.00 0.00 0.00 0 0.00
• 28.16 0.01023 .007328 0.21 2.209 0.00
dis
1097.51 1305.98 2.448 1308.428 123.8 11.42 2.024 1310.452 0.00 3.009 6.00 0.00 0.00 0 0.00
�w. 26.74 0.00994 .006599 0.18 2.226 0.00
40
1124.25 1306.25 2.531 1308.777 123.8 10.92 1.851 1310.628 0.00 3.009 6.00 0.00 0.00 0 0.00
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444 18.26 0.00994 .005818 0.11 2.226 0.00
_s 1142.51 1306.43 2.624 1309.051 123.8 10.41 1.683 1310.734 0.00 3.009 6.00 0.00 0.00 0 0.00
aw 11.35 0.00994 .005113 0.06 2.226 0.00
mw
MICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2
WATER SURFACE PROFILE LISTING
TRIBUTARY TO SAN SEVAINE CHANNEL LINE D -7 100-YR PROJECT CONDITION
mw JN:65100282 FN: SSC-PROJ.DAT LTORTUYA 09/20/06
CITY OF FONTANA (72" RCP)
AO
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
AN
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
/ELEM SO SF AVE HF NORM DEPTH ZR
" 1306.54 2.722 1309.262 123.8 9.93 1.530 1310.792 0.00 3.009 6.00 0.00 0.00 0 0.00
mot
JUNCT STR 0.01000 .008484 0.04 0.00
1158.86 1306.59 2.129 1308.719 113.4 12.62 2.473 1311.192 0.00 2.874 6.00 0.00 0.00 0 0.00
rw
146.66 0.01000 .009627 1.41 2.120 0.00
*w1305.52 1308.06 2.155 1310.212 113.4 12.41 2.392 1312.604 0.00 2.874 6.00 0.00 0.00 0 0.00
"^" 119.93 0.01000 .008828 1.06 2.120 0.00
1425.45 1309.26 2.232 1311.488 113.4 11.84 2.175 1313.663 0.00 2.874 6.00 0.00 0.00 0 0.00
52.14 0.01000 .007742 0.40 2.120 0.00
1477.59 1309.78 2.312 1312.089 113.4 11.28 1.977 1314.066 0.00 2.874 6.00 0.00 0.00 0 0.00
mg 29.84 0.01000 .006792 0.20 2.120 0.00
*1507.43 1310.08 2.396 1312.472 113.4 10.76 1.797 1314.269 0.00 2.874 6.00 0.00 0.00 0 0.00
18.92 0.01000 .005961 0.11 2.120 0.00
1526.35 1310.27 2.483 1312.748 113.4 10.26 1.634 1314.382 0.00 2.874 6.00 0.00 0.00 0 0.00
12.08 0.01000 .005234 0.06 2.120 0.00
1538.43 1310.39 2.574 1312.960 113.4 9.78 1.486 1314.446 0.00 2.874 6.00 0.00 0.00 0 0.00
m" 7.41 0.01000 .004597 0.03 2.120 0.00
ANO
1545.84 1310.46 2.669 1313.129 113.4 9.33 1.351 1314.480 0.00 2.874 6.00 0.00 0.00 0 0.00
3.82 0.01000 .004040 0.02 2.120 0.00
AA
1549.66 1310.50 2.769 1313.267 113.4 8.89 1.228 1314.495 0.00 2.874 6.00 0.00 0.00 0 0.00
AM
1.20 0.01000 .003551 0.00 2.120 0.00
.",",1550.86 1310.51 2.874 1313.384 113.4 8.47 1.115 1314.499 0.00 2.874 6.00 0.00 0.00 0 0.00
IUNCT STR 0.00909 .001927 0.01 0.00
AO
AO
CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3
WATER SURFACE PROFILE LISTING
AM
TRIBUTARY TO SAN SEVAINE CHANNEL LINE D-7 100-YR PROJECT CONDITION
,.w JN:65100282 FN: SSC- PROJ.DAT LTORTUYA 09/20/06
CITY OF FONTANA (72" RCP)
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
+rw
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
w.,
/ELEM SO SF AVE HF NORM DEPTH ZR
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16.02 0.01002 .000000 0.00 0.050 0.00
1572.38 1310.72 3.790 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
de
14.97 0.01002 .000000 0.00 0.050 0.00
'1587.35 1310.87 3.640 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
14.16 0.01002 .000000 0.00 0.050 0.00
AM
1601.51 1311.01 3.498 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
13.37 0.01002 .000000 0.00 0.050 0.00
1614.88 1311.15 3.364 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
moo 12.67 0.01002 .000000 0.00 0.050 0.00
4 '1627.55 1311.27 3.237 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
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12.07 0.01002 .000000 0.00 0.050 0.00
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1639.62 1311.39 3.116 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
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11.47 0.01002 .000000 0.00 0.050 0.00
mw 1651.09 1311.51 3.001 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
vim 10.97 0.01002 .000000 0.00 0.050 0.00
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1662.06 1311.62 2.891 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
ANNI
10.47 0.01002 .000000 0.00 0.050 0.00
1672.53 1311.72 2.786 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
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9.98 0.01002 .000000 0.00 0.050 0.00
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x , 1682.51 1311.83 2.686 1314.511 0.1 0.01 0.000 1314.511 0.00 0.081 6.00 0.00 0.00 0 0.00
4s 9.57 0.01002 .000000 0.00 0.050 0.00
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t CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4
WATER SURFACE PROFILE LISTING
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TRIBUTARY TO SAN SEVAINE CHANNEL LINE D -7 100 -YR PROJECT CONDITION
ONO JN:65100282 FN: SSC- PROJ.DAT LTORTUYA 09/20/06
CITY OF FONTANA (72" RCP)
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
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ATE: 9/25/2006
TIME: 13:30
"' F0515P
gar WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
46ARD 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)
ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP
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46 ' FO515P PAGE NO 3
a' WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
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TRIBUTARY TO SAN SEVAINE CHANNEL LINE D -7 100 -YR ULTIMATE CONDITION
HEADING LINE NO 2 IS -
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1000.00 1305.00 72 1309.60
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44111 1062.31 1305.62 72 0.013 0.00 0.00 0.00 0
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1097.51 1305.98 72 0.013 0.00 44.82 0.00 0
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1153.86 1306.54 72 0.013 0.00 0.00 0.00 0
„ NO 5 IS A JUNCTION * * * *
U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4
1158.86 1306.59 72 24 0 0.014 11.9 0.0 1309.38 0.00 45.00 0.00
ELEMENT NO 6 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
1550.86 1310.51 72 0.013 0.00 20.00 0.00 0
ELEMENT NO 7 IS A JUNCTION * * * * *
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mw 1556.36 1310.56 72 36 0 0.014 92.6 0.0 1313.06 0.00 45.00 0.00
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1700.00 1312.00 72 0.013 0.00 7.50 0.00 0
LEMENT NO 9 IS A SYSTEM HEADWORKS *
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1700.00 1312.00 72 0.00
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OltENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1
WATER SURFACE PROFILE LISTING
"~ TRIBUTARY TO SAN SEVAINE CHANNEL LINE D-7 100 -YR ULTIMATE CONDITION
mo JN:65100282 FN: SSC- ULT.DAT LTORTUYA 09/20/06
CITY OF FONTANA (72" RCP)
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1134.45 1306.35 4.962 1311.309 382.5 15.29 3.632 1314.941 0.00 5.250 6.00 0.00 0.00 0 0.00
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AANCT STR 0.01000 .008725 0.04 0.00
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OPCENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2
WATER SURFACE PROFILE LISTING
"°" TRIBUTARY TO SAN SEVAINE CHANNEL LINE D -7 100-YR ULTIMATE CONDITION
moo JN:65100282 FN: SSC-ULT.DAT LTORTUYA 09/20/06
CITY OF FONTANA (72" RCP)
TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
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JN:65100282 FN: SSCLT1.DAT LTORTUYA 09/20/06
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WOE: 9/25/2006
TIME: 13:22
'°" F0515P
Arit 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)
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WATER SURFACE PROFILE - TITLE CARD LISTING
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WATER SURFACE PROFILE - ELEMENT CARD LISTING
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0.00 1314.72 42 1317.94
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410.20 1319.03 42 0.013 0.00 17.50 0.00 0
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M R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1
WATER SURFACE PROFILE LISTING
mm
LAT D -7A 100 -YEAR PROJECT CONDITION
om JN:65100282 FN: SSCLT1.DAT LTORTUYA 09/20/06
CITY OF FONTANA (42" RCP)
NATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
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422.05 1319.19 2.454 1321.644 84.5 11.73 2.135 1323.779 0.00 2.865 3.50 0.00 0.00 0 0.00
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erCENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2
WATER SURFACE PROFILE LISTING
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LAT D -7A 100 -YEAR PROJECT CONDITION
4/ JN:65100282 FN: SSCLT1.DAT LTORTUYA 09/20/06
CITY OF FONTANA (42" RCP)
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JN:65100282 FN: SSCLT1U.DAT LTORTUYA 09/20/06
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OWE: 9/25/2006
TIME: 13:36
F0515P
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
me1RD 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)
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F0515P PAGE NO 3
WATER SURFACE PROFILE - TITLE CARD LISTING
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U/S DATA STATION INVERT SECT LAT -1 LAT-2 N 03 04 INVERT-3 INVERT -4 PHI 3 PHI 4
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ELEMENT NO 6 IS A REACH * * *
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849.65 1323.47 42 0.013 0.00 0.00 0.00 0
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ELEMENT NO 7 IS A REACH * * *
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EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING
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LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1
WATER SURFACE PROFILE LISTING
LAT D -7A 100 -YEAR ULTIMATE CONDITION
40 JN:65100282 FN: SSCLT1U.DAT LTORTUYA 09/20/06
CITY OF FONTANA (42" RCP)
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
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272.35 1317.65 1.596 1319.248 42.9 10.04 1.566 1320.814 0.00 2.041 3.50 0.00 0.00 0 0.00
137.85 0.00999 .010253 1.41 1.596 0.00
410.20 1319.03 1.574 1320.604 42.9 10.23 1.624 1322.228 0.00 2.041 3.50 0.00 0.00 0 0.00
7.81 0.01665 .010149 0.08 1.384 0.00
- 418.01 1319.16 1.606 1320.766 42.9 9.96 1.541 1322.307 0.00 2.041 3.50 0.00 0.00 0 0.00
JUNCT STR 0.00743 .011491 0.05 0.00
422.05 1319.19 1.595 1320.785 42.9 10.05 1.568 1322.353 0.00 2.041 3.50 0.00 0.00 0 0.00
136.04 0.01001 .010023 1.36 1.595 0.00
558.09 1320.55 1.595 1322.147 42.9 10.05 1.568 1323.715 0.00 2.041 3.50 0.00 0.00 0 0.00
AM 180.87 0.01001 .009949 1.80 1.595 0.00
rf 738.96 1322.36 1.601 1323.963 42.9 10.00 1.551 1325.514 0.00 2.041 3.50 0.00 0.00 0 0.00
• 110.69 0.01001 .009281 1.03 1.595 0.00
849.65 1323.47 1.662 1325.132 42.9 9.53 1.411 1326.543 0.00 2.041 3.50 0.00 0.00 0 0.00
an
17.95 0.01009 .008474 0.15 1.592 0.00
mis
867.60 1323.65 1.686 1325.337 42.9 9.35 1.358 1326.695 0.00 2.041 3.50 0.00 0.00 0 0.00
AIM
• 25.66 0.01009 .007767 0.20 1.592 0.00
Rim
as
mum
t CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2
WATER SURFACE PROFILE LISTING
m "" LAT D -7A 100 -YEAR ULTIMATE CONDITION
me JN:65100282 FN: SSCLT1U.DAT LTORTUYA 09/20/06
CITY OF FONTANA (42" RCP)
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
mm
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
mm
/ELEM SO SF AVE HF NORM DEPTH ZR
"" 893.26 1323.91 1.750 1325.660 42.9 8.92 1.235 1326.895 0.00 2.041 3.50 0.00 0.00 0 0.00
m.
13.94 0.01009 .006840 0.10 1.592 0.00
907.20 1324.05 1.817 1325.867 42.9 8.50 1.123 1326.990 0.00 2.041 3.50 0.00 0.00 0 0.00
m.
7.90 0.01009 .006027 0.05 1.592 0.00
915.10 1324.13 1.887 1326.017 42.9 8.11 1.020 1327.037 0.00 2.041 3.50 0.00 0.00 0 0.00
3.94 0.01009 .005317 0.02 1.592 0.00
mm
919.04 1324.17 1.961 1326.131 42.9 7.73 0.928 1327.059 0.00 2.041 3.50 0.00 0.00 0 0.00
W..
1.01 0.01009 .004692 0.00 1.592 0.00
rte+
920.05 1324.18 2.041 1326.221 42.9 7.37 0.843 1327.064 0.00 2.041 3.50 0.00 0.00 0 0.00
m.
m.
nw
MW
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mm
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Mr
Ms
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1
B.5 — Lateral D -7B 100 -YR Project Condition
(WSPG Output)
JIM
dal
AIN
Ase
VII
T1 LAT D-7B 100-YEAR PROJECT CONDITION
mft JN:65100282 FN: SSCLT2.DAT LTORTUYA 09/20/06
imICITY OF FONTANA (48" RCP)
SO 0.001311.01 48 1313.95
NW 75.431314.72 48 .013
83.261315.73 36 36 81.9 1314.97 47.00
R 122.981324.00 36 .013
SH 122.981324.00 36 1327.00
24 4 2.00
OP 36 4 3.00
CD 48 4 4.00
A.
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www
WWI
WW
MIWA
WW
WWW
WW
.ter
mid
de
me
40
OWE: 9/25/2006
TIME: 13:16
a° '" F0515P
WATER SURFACE PROFILE — CHANNEL DEFINITION LISTING PAGE 1
0SARD 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)
ME NO TYPE PIERS WIDTH DIAMETER WIDTH DROP
�sr
CD 24 4 2.00
vw
D 36 4 3.00
AND 48 4 4.00
Mm
MO
M.
QM
IMM
MM
arw
MK
MW
MM
M
AW
MN
AW
mos
PE'CENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1
WATER SURFACE PROFILE LISTING
LAT D -7B 100 -YEAR PROJECT CONDITION
JN:65100282 FN: SSCLT2.DAT LTORTUYA 09/20/06
CITY OF FONTANA (48" RCP)
AM
TATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
mw
/ELEM SO SF AVE HF NORM DEPTH ZR
"" 0.00 1311.01 1.965 1312.975 113.4 18.46 5.290 1318.265 0.00 3.216 4.00 0.00 0.00 0 0.00
• 15.01 0.04918 .025057 0.38 1.648 0.00
AM
15.01 1311.75 2.031 1313.779 113.4 17.69 4.861 1318.640 0.00 3.216 4.00 0.00 0.00 0 0.00
dew
13.51 0.04918 .022243 0.30 1.648 0.00
mme 28.52 1312.41 2.109 1314.522 113.4 16.87 4.421 1318.943 0.00 3.216 4.00 0.00 0.00 0 0.00
' ° 10.81 0.04918 .019610 0.21 1.648 0.00
39.33 1312.94 2.191 1315.135 113.4 16.09 4.018 1319.153 0.00 3.216 4.00 0.00 0.00 0 0.00
8.73 0.04918 .017307 0.15 1.648 0.00
A.
48.06 1313.37 2.278 1315.652 113.4 15.34 3.652 1319.304 0.00 3.216 4.00 0.00 0.00 0 0.00
7.11 0.04918 .015291 0.11 1.648 0.00
«++ 55.17 1313.72 2.369 1316.093 113.4 14.62 3.320 1319.413 0.00 3.216 4.00 0.00 0.00 0 0.00
• 5.75 0.04918 .013527 0.08 1.648 0.00
ova
60.92 1314.01 2.466 1316.472 113.4 13.94 3.019 1319.491 0.00 3.216 4.00 0.00 0.00 0 0.00
4.61 0.04918 .011985 0.06 1.648 0.00
65.53 1314.23 2.569 1316.802 113.4 13.29 2.744 1319.546 0.00 3.216 4.00 0.00 0.00 0 0.00
sir ., 3.61 0.04918 .010640 0.04 1.648 0.00
• 69.14 1314.41 2.679 1317.090 113.4 12.68 2.495 1319.585 0.00 3.216 4.00 0.00 0.00 0 0.00
• 2.77 0.04918 .009466 0.03 1.648 0.00
moo
71.91 1314.55 2.796 1317.343 113.4 12.09 2.268 1319.611 0.00 3.216 4.00 0.00 0.00 0 0.00
mom
1.94 0.04918 .008445 0.02 1.648 0.00
73.85 1314.64 2.923 1317.565 113.4 11.52 2.062 1319.627 0.00 3.216 4.00 0.00 0.00 0 0.00
mme yr 1.19 0.04918 .007562 0.01 1.648 0.00
MM
AM
AA
mom
w F 0 5 1 5 P PAGE NO 2
mm
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET
U/S DATA STATION INVERT SECT W S ELEV
mw
0.00 1311.01 48 1313.95
w iLEMENT NO 2 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
75.43 1314.72 48 0.013 0.00 0.00 0.00 0
""`LEMENT 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
83.26 1315.73 36 36 0 0.014 81.9 0.0 1314.97 0.00 47.00 0.00
mm
LEMENT NO 4 IS A REACH * * *
mw U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
mm
122.98 1324.00 36 0.013 0.00 0.00 0.00 0
mINLEMENT NO 5 IS A SYSTEM HEADWORKS * *
U/S DATA STATION INVERT SECT W S ELEV
mot 122.98 1324.00 36 1327.00
8
EDIT ERRORS ENCOUNTERED — COMPUTATION IS NOW BEGINNING
1.1.0
APINP
AW
40
44
*.w
44
44
44
F 0 5 1 5 P PAGE NO 3
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
LAT D-7B 100-YEAR PROJECT CONDITION
ww
HEADING LINE NO 2 IS -
aw
taw JN:65100282 FN: SSCLT2.DAT LTORTUYA 09/20/06
""'ADING LINE NO 3 IS -
AVM
CITY OF FONTANA (48" RCP)
mmo
w
wws
Ato
vw
AM
OW
MW
WW
Am
AW
1CCENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2
WATER SURFACE PROFILE LISTING
LAT D -7B 100 -YEAR PROJECT CONDITION
, , JN:65100282 FN: SSCLT2.DAT LTORTUYA 09/20/06
CITY OF FONTANA (48" RCP)
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
/ELEM SO SF AVE HF NORM DEPTH ZR
"W 75.04 1314.70 3.061 1317.762 113.4 10.99 1.875 1319.637 0.00 3.216 4.00 0.00 0.00 0 0.00
0.39 0.04918 .006807 0.00 1.648 0.00
75.43 1314.72 3.216 1317.936 113.4 10.47 1.703 1319.639 0.00 3.216 4.00 0.00 0.00 0 0.00
4.
JUNCT STR 0.12899 0.00
00 83.26 1315.73 0.764 1316.494 31.5 22.23 7.674 1324.168 0.00 1.820 3.00 0.00 0.00 0 0.00
"1+ 0.97 0.20821 .109429 0.11 0.650 0.00
84.23 1315.93 0.767 1316.698 31.5 22.04 7.545 1324.243 0.00 1.820 3.00 0.00 0.00 0 0.00
6.17 0.20821 .101401 0.63 0.650 0.00
90.40 1317.22 0.794 1318.010 31.5 21.03 6.866 1324.876 0.00 1.820 3.00 0.00 0.00 0 0.00
4.99 0.20821 .088716 0.44 0.650 0.00
-W 95.39 1318.26 0.821 1319.077 31.5 20.04 6.235 1325.312 0.00 1.820 3.00 0.00 0.00 0 0.00
4.12 0.20821 .077624 0.32 0.650 0.00
99.51 1319.11 0.850 1319.964 31.5 19.11 5.673 1325.637 0.00 1.820 3.00 0.00 0.00 0 0.00
3.46 0.20821 .067961 0.24 0.650 0.00
102.97 1319.84 0.880 1320.715 31.5 18.22 5.154 1325.869 0.00 1.820 3.00 0.00 0.00 0 0.00
wo
0 . 2.95 0.20821 .059483 0.18 0.650 0.00
105.92 1320.45 0.910 1321.359 31.5 17.37 4.687 1326.046 0.00 1.820 3.00 0.00 0.00 0 0.00
A. 2.53 0.20821 .052065 0.13 0.650 0.00
108.45 1320.97 0.942 1321.916 31.5 16.56 4.259 1326.175 0.00 1.820 3.00 0.00 0.00 0 0.00
2.18 0.20821 .045595 0.10 0.650 0.00
Mkt
• 110.63 1321.43 0.975 1322.403 31.5 15.80 3.875 1326.278 0.00 1.820 3.00 0.00 0.00 0 0.00
• 1.88 0.20821 .039945 0.08 0.650 0.00
CCCENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3
WATER SURFACE PROFILE LISTING
om
LAT D -7B 100-YEAR PROJECT CONDITION
wm JN:65100282 FN: SSCLT2.DAT LTORTUYA 09/20/06
CITY OF FONTANA (48" RCP)
ow
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
xw
/ELEM SO SF AVE HF NORM DEPTH ZR
112.51 1321.82 1.010 1322.830 31.5 15.06 3.521 1326.351 0.00 1.820 3.00 0.00 0.00 0 0.00
AV
1.64 0.20821 .035009 0.06 0.650 0.00
ow
114.15 1322.16 1.046 1323.208 31.5 14.36 3.201 1326.409 0.00 1.820 3.00 0.00 0.00 0 0.00
ow
1.43 0.20821 .030683 0.04 0.650 0.00
oo
406 115.58 1322.46 1.083 1323.543 31.5 13.69 2.910 1326.453 0.00 1.820 3.00 0.00 0.00 0 0.00
` 1.25 0.20821 .026899 0.03 0.650 0.00
oo
116.83 1322.72 1.122 1323.841 31.5 13.05 2.646 1326.487 0.00 1.820 3.00 0.00 0.00 0 0.00
oo
1.08 0.20821 .023590 0.03 0.650 0.00
oo
117.91 1322.94 1.162 1324.107 31.5 12.45 2.405 1326.512 0.00 1.820 3.00 0.00 0.00 0 0.00
ow
ow 0.94 0.20821 .020693 0.02 0.650 0.00
"^° 118.85 1323.14 1.204 1324.345 31.5 11.86 2.186 1326.531 0.00 1.820 3.00 0.00 0.00 0 0.00
0.82 0.20821 .018162 0.01 0.650 0.00
AK
119.67 1323.31 1.248 1324.559 31.5 11.31 1.988 1326.547 0.00 1.820 3.00 0.00 0.00 0 0.00
ar
0.70 0.20821 .015949 0.01 0.650 0.00
aw.
_, 120.37 1323.46 1.294 1324.750 31.5 10.79 1.807 1326.557 0.00 1.820 3.00 0.00 0.00 0 0.00
om 0.60 0.20821 .014013 0.01 0.650 0.00
• 120.97 1323.58 1.342 1324.923 31.5 10.28 1.642 1326.565 0.00 1.820 3.00 0.00 0.00 0 0.00
AM
0.50 0.20821 .012317 0.01 0.650 0.00
oo
121.47 1323.69 1.392 1325.079 31.5 9.81 1.493 1326.572 0.00 1.820 3.00 0.00 0.00 0 0.00
ow
0.43 0.20821 .010831 0.00 0.650 0.00
AW
• 121.90 1323.78 1.444 1325.219 31.5 9.35 1.357 1326.576 0.00 1.820 3.00 0.00 0.00 0 0.00
• 0.34 0.20821 .009531 0.00 0.650 0.00
AM
rnmor
CfCENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4
WATER SURFACE PROFILE LISTING
LAT D -7B 100 -YEAR PROJECT CONDITION
.0 JN:65100282 FN: SSCLT2.DAT LTORTUYA 09/20/06
CITY OF FONTANA (48" RCP)
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 2L NO AVBPR
itow
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
/ELEM SO SF AVE HF NORM DEPTH 2R
*.. 122.24 1323.85 1.499 1325.346 31.5 8.92 1.234 1326.580 0.00 1.820 3.00 0.00 0.00 0 0.00
AAA
0.27 0.20821 .008395 0.00 0.650 0.00
122.51 1323.90 1.557 1325.460 31.5 8.50 1.122 1326.582 0.00 1.820 3.00 0.00 0.00 0 0.00
.0
ss
0.21 0.20821 .007399 0.00 0.650 0.00
• 122.72 1323.95 1.617 1325.564 31.5 8.10 1.020 1326.584 0.00 1.820 3.00 0.00 0.00 0 0.00
" 0.15 0.20821 .006528 0.00 0.650 0.00
as
122.87 1323.98 1.681 1325.657 31.5 7.73 0.927 1326.584 0.00 1.820 3.00 0.00 0.00 0 0.00
00
0.08 0.20821 .005765 0.00 0.650 0.00
.
122.95 1323.99 1.748 1325.742 31.5 7.37 0.843 1326.585 0.00 1.820 3.00 0.00 0.00 0 0.00
• 0.03 0.20821 .005093 0.00 0.650 0.00
"* 122.98 1324.00 1.820 1325.820 31.5 7.02 0.765 1326.585 0.00 1.820 3.00 0.00 0.00 0 0.00
AMA
OW
Am
Ad
AM
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AW
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�r.
B.6 — Lateral D -7B 100 -YR Ultimate Condition
(WSPG Output)
WOW
GlidV
Ago
11
MOO
40
T1 LAT D -7B 100 -YEAR ULTIMATE CONDITION
JN:65100282 FN: SSCLT2U.DAT LTORTUYA 09/20/06
ogiii CITY OF FONTANA (48" RCP)
SO 0.001311.01 48 1317.67
75.431314.72 48 .013
83.261315.73 36 36 39.6 1314.97 47.00
1 122.981324.00 36 .013
SH 122.981324.00 36 1327.00
` 24 4 2.00
— 36 4 3.00
CD 48 4 4.00
ago
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AO
n
d°f!1E: 9/25/2006
TIME: 13:34
F0515P
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
mGARD 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)
ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP
air
CD 24 4 2.00
3 36 4 3.00
AND 48 4 4.00
Amot
AM
AW
Aft
Aw
,sac
AM
AM
mm
AO
AM
AM
AMP
p
«w
AW
Am
AM
Am
M
AW
AM
AW
Am
' F 0 5 1 5 P PAGE NO 3
WATER SURFACE PROFILE - TITLE CARD LISTING
Agee
HEADING LINE NO 1 IS -
Y„
LAT D -7B 100 -YEAR ULTIMATE CONDITION
HEADING LINE NO 2 IS -
JN:65100282 FN: SSCLT2U.DAT LTORTUYA 09/20/06
" LINE NO 3 IS -
r
CITY OF FONTANA (48" RCP)
aitis
K.�
AM
twol
:ter
Mkt
+,r
WM
MM
Baer
OM
ww
:wr
w
44
m
Ar
mft
F051 5P 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
0.00 1311.01 48 1317.67
4 NO 2 IS A REACH
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
Atm 75.43 1314.72 48 0.013 0.00 0.00 0.00 0
_EMENT 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
83.26 1315.73 36 36 0 0.014 39.6 0.0 1314.97 0.00 47.00 0.00
LEMENT NO 4 IS A REACH *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
122.98 1324.00 36 0.013 0.00 0.00 0.00 0
4 PLEMENT NO 5 IS A SYSTEM HEADWORKS *
U/S DATA STATION INVERT SECT W S ELEV
122.98 1324.00 36 1327.00
EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING
Maw
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AIN
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L1l.ENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1
WATER SURFACE PROFILE LISTING
LAT D -7B 100-YEAR ULTIMATE CONDITION
JN:65100282 FN: SSCLT2U.DAT LTORTUYA 09/20/06
CITY OF FONTANA (48" RCP)
mm
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
mm
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
/ELEM SO SF AVE HF NORM DEPTH ZR
°" 0.00 1311.01 6.660 1317.670 102.2 8.13 1.027 1318.697 0.00 3.062 4.00 0.00 0.00 0 0.00
37.26 0.04918 .005062 0.19 1.557 0.00
37.26 1312.84 5.019 1317.862 102.2 8.13 1.027 1318.889 0.00 3.062 4.00 0.00 0.00 0 0.00
mm
HYDRAULIC JUMP 0.00
• 37.26 1312.84 1.786 1314.629 102.2 18.83 5.505 1320.134 0.00 3.062 4.00 0.00 0.00 0 0.00
' 3.60 0.04918 .029628 0.11 1.557 0.00
mm 40.86 1313.02 1.798 1314.818 102.2 18.65 5.403 1320.221 0.00 3.062 4.00 0.00 0.00 0 0.00
mm
19.55 0.04918 .027485 0.54 1.557 0.00
60.41 1313.98 1.865 1315.846 102.2 17.79 4.912 1320.758 0.00 3.062 4.00 0.00 0.00 0 0.00
• 15.02 0.04918 .024177 0.36 1.557 0.00
'' 75.43 1314.72 1.936 1316.656 102.2 16.96 4.465 1321.121 0.00 3.062 4.00 0.00 0.00 0 0.00
JUNCT STR 0.12899 .061617 0.48 0.00
83.26 1315.73 1.176 1316.906 62.6 24.37 9.220 1326.126 0.00 2.547 3.00 0.00 0.00 0 0.00
mm
0.87 0.20821 .082863 0.07 0.922 0.00
w „ 84.13 1315.91 1.181 1317.092 62.6 24.21 9.099 1326.191 0.00 2.547 3.00 0.00 0.00 0 0.00
mw 5.98 0.20821 .077082 0.46 0.922 0.00
mm
90.11 1317.16 1.224 1318.380 62.6 23.08 8.273 1326.653 0.00 2.547 3.00 0.00 0.00 0 0.00
mm
5.03 0.20821 .067675 0.34 0.922 0.00
44
95.14 1318.20 1.269 1319.472 62.6 22.00 7.518 1326.990 0.00 2.547 3.00 0.00 0.00 0 0.00
mm
4.29 0.20821 .059428 0.25 0.922 0.00 • m.
_ 99.43 1319.10 1.315 1320.411 62.6 20.99 6.838 1327.249 0.00 2.547 3.00 0.00 0.00 0 0.00
• 3.67 0.20821 .052210 0.19 0.922 0.00
mm
'LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2
WATER SURFACE PROFILE LISTING
LAT D-7B 100 -YEAR ULTIMATE CONDITION
JN:651OO282 FN: SSCLT2U.DAT LTORTUYA 09/20/06
CITY OF FONTANA (48" RCP)
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
<.w
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
• /ELEM SO SF AVE HF NORM DEPTH ZR
'"' 103.10 1319.86 1.364 1321.224 62.6 20.01 6.215 1327.439 0.00 2.547 3.00 0.00 0.00 0 0.00
3.16 0.20821 .045904 0.15 0.922 0.00
AW
106.26 1320.52 1.415 1321.934 62.6 19.07 5.649 1327.583 0.00 2.547 3.00 0.00 0.00 0 0.00
Aft
2.74 0.20821 .040388 0.11 0.922 0.00
r. 109.00 1321.09 1.469 1322.559 62.6 18.19 5.136 1327.695 0.00 2.547 3.00 0.00 0.00 0 0.00
'm 2.38 0.20821 .035560 0.08 0.922 0.00
mho
111.38 1321.59 1.525 1323.110 62.6 17.34 4.669 1327.779 0.00 2.547 3.00 0.00 0.00 0 0.00
2.07 0.20821 .031321 0.06 0.922 0.00
113.45 1322.02 1.583 1323.600 62.6 16.53 4.245 1327.845 0.00 2.547 3.00 0.00 0.00 0 0.00
AM
AM 1.80 0.20821 .027611 0.05 0.922 0.00
115.25 1322.39 1.645 1324.035 62.6 15.76 3.859 1327.894 0.00 2.547 3.00 0.00 0.00 0 0.00
• 1.55 0.20821 .024370 0.04 0.922 0.00
116.80 1322.71 1.710 1324.424 62.6 15.03 3.508 1327.932 0.00 2.547 3.00 0.00 0.00 0 0.00
1.34 0.20821 .021533 0.03 0.922 0.00
118.14 1322.99 1.779 1324.772 62.6 14.33 3.189 1327.961 0.00 2.547 3.00 0.00 0.00 0 0.00
, 1.15 0.20821 .019053 0.02 0.922 0.00
arr 119.29 1323.23 1.852 1325.083 62.6 13.67 2.900 1327.983 0.00 2.547 3.00 0.00 0.00 0 0.00
• 0.97 0.20821 .016883 0.02 0.922 0.00
120.26 1323.43 1.929 1325.363 62.6 13.03 2.636 1327.999 0.00 2.547 3.00 0.00 0.00 0 0.00
mm
0.82 0.20821 .014985 0.01 0.922 0.00
121.08 1323.60 2.011 1325.615 62.6 12.42 2.396 1328.011 0.00 2.547 3.00 0.00 0.00 0 0.00
41 0.66 0.20821 .013333 0.01 0.922 0.00
AP
sai
.4410
AM
LICENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 2
WATER SURFACE PROFILE LISTING
LAT D -7C 100 -YEAR PROJECT AND ULTIMATE CONDITION
.O JN:65100282 FN: SSCLT3.DAT LTORTUYA 09/20/06
CITY OF FONTANA (24" RCP)
ms
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
Imo
/ELEM SO SF AVE HF NORM DEPTH ZR
"I 34.96 1319.68 0.710 1320.389 13.7 13.69 2.909 1323.298 0.00 1.333 2.00 0.00 0.00 0 0.00
voe
1.11 0.26201 .046974 0.05 0.460 0.00
36.07 1319.97 0.736 1320.706 13.7 13.06 2.649 1323.355 0.00 1.333 2.00 0.00 0.00 0 0.00
0.97 0.26201 .041196 0.04 0.460 0.00
37.04 1320.22 0.762 1320.986 13.7 12.44 2.404 1323.390 0.00 1.333 2.00 0.00 0.00 0 0.00
""" 0.84 0.26201 .036136 0.03 0.460 0.00
37.88 1320.45 0.790 1321.236 13.7 11.87 2.188 1323.424 0.00 1.333 2.00 0.00 0.00 0 0.00
0.74 0.26201 .031708 0.02 0.460 0.00
ar
38.62 1320.64 0.818 1321.458 13.7 11.31 1.987 1323.445 0.00 1.333 2.00 0.00 0.00 0 0.00
.,,, 0.65 0.26201 .027826 0.02 0.460 0.00
""^ 39.27 1320.81 0.848 1321.657 13.7 10.79 1.807 1323.464 0.00 1.333 2.00 0.00 0.00 0 0.00
0.56 0.26201 .024448 0.01 0.460 0.00
mh 39.83 1320.95 0.880 1321.835 13.7 10.29 1.643 1323.478 0.00 1.333 2.00 0.00 0.00 0 0.00
0.48 0.26201 .021485 0.01 0.460 0.00
40.31 1321.08 0.912 1321.995 13.7 9.81 1.493 1323.488 0.00 1.333 2.00 0.00 0.00 0 0.00
mom .% 0.42 0.26201 .018891 0.01 0.460 0.00
vs* 40.73 1321.19 0.947 1322.138 13.7 9.35 1.358 1323.496 0.00 1.333 2.00 0.00 0.00 0 0.00
• 0.36 0.26201 .016621 0.01 0.460 0.00
40
41.09 1321.29 0.982 1322.268 13.7 8.92 1.235 1323.503 0.00 1.333 2.00 0.00 0.00 0 0.00
0.30 0.26201 .014630 0.00 0.460 0.00
AK
41.39 1321.36 1.020 1322.384 13.7 8.50 1.123 1323.507 0.00 1.333 2.00 0.00 0.00 0 0.00
• 0.25 0.26201 .012894 0.00 0.460 0.00
40
moo
40
CYCENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3
WATER SURFACE PROFILE LISTING
LAT D-7C 100 -YEAR PROJECT AND ULTIMATE CONDITION
40 JN:65100282 FN: SSCLT3.DAT LTORTUYA 09/20/06
CITY OF FONTANA (24" RCP)
AM
mi
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
mm
/ELEM SO SF AVE HF NORM DEPTH ZR
WYwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww wwwwwwwwwwwwwwwwwwwwwww wwwwwwwwwwwwwwwwwwwwwwwwwwwwwww
"` 41.64 1321.43 1.060 1322.490 13.7 8.11 1.020 1323.510 0.00 1.333 2.00 0.00 0.00 0 0.00
JUNCT STR 0.16750 .017336 0.07 0.00
45.64 1322.10 0.822 1322.922 10.7 8.79 1.200 1324.122 0.00 1.172 2.00 0.00 0.00 0 0.00
mot
14.84 0.01986 .017295 0.26 0.800 0.00
• 60.48 1322.39 0.836 1323.231 10.7 8.59 1.147 1324.378 0.00 1.172 2.00 0.00 0.00 0 0.00
18.08 0.01986 .015748 0.28 0.800 0.00
78.56 1322.75 0.866 1323.620 10.7 8.20 1.044 1324.664 0.00 1.172 2.00 0.00 0.00 0 0.00
10.43 0.01986 .013830 0.14 0.800 0.00
rr
88.99 1322.96 0.898 1323.859 10.7 7.82 0.949 1324.808 0.00 1.172 2.00 0.00 0.00 0 0.00
we 6.78 0.01986 .012160 0.08 0.800 0.00
95.77 1323.10 0.932 1324.028 10.7 7.45 0.862 1324.890 0.00 1.172 2.00 0.00 0.00 0 0.00
• 4.74 0.01986 .010697 0.05 0.800 0.00
r
100.51 1323.19 0.967 1324.157 10.7 7.10 0.784 1324.941 0.00 1.172 2.00 0.00 0.00 0 0.00
ma
3.28 0.01986 .009414 0.03 0.800 0.00
mm
wrr 103.79 1323.26 1.004 1324.259 10.7 6.78 0.713 1324.972 0.00 1.172 2.00 0.00 0.00 0 0.00
, 404 2.31 0.01986 .008291 0.02 0.800 0.00
mw 106.10 1323.30 1.042 1324.343 10.7 6.46 0.647 1324.990 0.00 1.172 2.00 0.00 0.00 0 0.00
▪ 1.43 0.01986 .007307 0.01 0.800 0.00
107.53 1323.33 1.083 1324.412 10.7 6.16 0.589 1325.001 0.00 1.172 2.00 0.00 0.00 0 0.00
mm
0.78 0.01986 .006450 0.01 0.800 0.00
40 �., 108.31 1323.35 1.126 1324.471 10.7 5.87 0.536 1325.007 0.00 1.172 2.00 0.00 0.00 0 0.00
' 0.27 0.01986 .005690 0.00 0.800 0.00
nmg
.
40
mm
LI R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 4
WATER SURFACE PROFILE LISTING
.r LAT D-7C 100 -YEAR PROJECT AND ULTIMATE CONDITION
AO JN:65100282 FN: SSCLT3.DAT LTORTUYA 09/20/06
CITY OF FONTANA (24" RCP)
mm
FATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
ma
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
AM
/ELEM SO SF AVE HF NORM DEPTH ZR
.. 108.58 1323.35 1.172 1324.522 10.7 5.59 0.486 1325.008 0.00 1.172 2.00 0.00 0.00 0 0.00
am
mm
me
mm
AO
AO
AO
Am
MA
Am
Aft
ma
AN
AA
OW
OW
wr
00
OM
rrr
WO
AtENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 3
WATER SURFACE PROFILE LISTING
LAT D -7B 100 -YEAR ULTIMATE CONDITION
Ad JN:65100282 FN: SSCLT2U.DAT LTORTUYA 09/20/06
CITY OF FONTANA (48" RCP)
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
v ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
/ELEM SO SF AVE HF NORM DEPTH ZR
'"' 121.74 1323.74 2.100 1325.842 62.6 11.84 2.179 1328.021 0.00 2.547 3.00 0.00 0.00 0 0.00
Aw
0.53 0.20821 .011898 0.01 0.922 0.00
122.27 1323.85 2.195 1326.046 62.6 11.29 1.980 1328.026 0.00 2.547 3.00 0.00 0.00 0 0.00
0.38 0.20821 .010655 0.00 0.922 0.00
.' 1323.93 2.299 1326.230 62.6 10.77 1.800 1328.030 0.00 2.547 3.00 0.00 0.00 0 0.00
mat 0.25 0.20821 .009594 0.00 0.922 0.00
122.90 1323.98 2.414 1326.396 62.6 10.27 1.636 1328.032 0.00 2.547 3.00 0.00 0.00 0 0.00
0.08 0.20821 .008709 0.00 0.922 0.00
122.98 1324.00 2.547 1326.547 62.6 9.79 1.487 1328.034 0.00 2.547 3.00 0.00 0.00 0 0.00
AM
AM
Aft
MIAA
MO
AW
AW
WA
AW
A
AM
MA
AM
AA
AO
AP
AA
4A
err
hreo
. B.7 — Lateral D -7C 100 -YR Project & Ultimate
Condition
(WSPG Output)
p
ak
eolgO
.
d r
T1 LAT D -7C 100 -YEAR PROJECT AND ULTIMATE CONDITION
ft.. JN:65100282 FN: SSCLT3.DAT LTORTUYA 09/20/06
40 CITY OF FONTANA (24" RCP)
SO 0.001310.52 24 1309.30
""" 41.641321.43 24 .013
r 45.641322.10 24 36 3.0 1322.25 90.00
Ag
R 108.581323.35 24 .013
108.581323.35 24 1325.00
24 4 2.00
te 36 4 3.00
CD 72 4 6.00
vot
1
a
mot
tor
vam
;tea
wm
nom
AM
1KTE: 9/25/2006
TIME: 13:22
F0515P
WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1
AKARD 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)
'ODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP
416
B CD 24 4 2.00
D 36 4 3.00
aleD 72 4 6.00
MW
MM
IOW
MO
Wm
AM
AM
10
ONO
AM
mm
Aft
F 0 5 1 5 P PAGE NO 3
WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -
, .ter
LAT D -7C 100 -YEAR PROJECT AND ULTIMATE CONDITION
AWDING LINE NO 2 IS -
* JN:65100282 FN: SSCLT3.DAT LTORTUYA 09/20/06
4 .
ADING LINE NO 3 IS -
oleo
CITY OF FONTANA (24" RCP)
AM
Aft
AA
�ww
461
art
aw
la
4.
tar
VW
F 0 5 1 5 P PAGE NO 2
WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * * *
mew U/S DATA STATION INVERT SECT W S ELEV
0.00 1310.52 24 1309.30
ELEMENT NO 2 IS A REACH * * *
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
41.64 1321.43 24 0.013 0.00 0.00 0.00 0
C LEMENT 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
45.64 1322.10 24 36 0 0.014 3.0 0.0 1322.25 0.00 90.00 0.00
:LEMENT NO 4 IS A REACH * * *
yip
U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H
108.58 1323.35 24 0.013 0.00 0.00 0.00 0
'* LEMENT NO 5 IS A SYSTEM HEADWORKS * *
U/S DATA STATION INVERT SECT W S ELEV
108.58 1323.35 24 1325.00
EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING
ERROR MESSAGE NO. 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS, W.S.ELEV = INV + DC
00
AA
AA
oft
AO
O.
AM
cftENSEE: R.B.F. & ASSOC. - SAN DIEGO F0515P PAGE 1
WATER SURFACE PROFILE LISTING
LAT D-7C 100 -YEAR PROJECT AND ULTIMATE CONDITION
JN:65100282 FN: SSCLT3.DAT LTORTUYA 09/20/06
CITY OF FONTANA (24" RCP)
TATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR
ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER
,.r
/ELEM SO SF AVE HF NORM DEPTH ZR
• 0.00 1310.52 0.501 1311.021 13.7 22.24 7.681 1318.702 0.00 1.333 2.00 0.00 0.00 0 0.00
1.88 0.26201 .191584 0.36 0.460 0.00
1.88 1311.01 0.504 1311.515 13.7 22.06 7.557 1319.072 0.00 1.333 2.00 0.00 0.00 0 0.00
7.91 0.26201 .177376 1.40 0.460 0.00
• 9.79 1313.08 0.521 1313.605 13.7 21.01 6.856 1320.461 0.00 1.333 2.00 0.00 0.00 0 0.00
• 5.67 0.26201 .155119 0.88 0.460 0.00
arc 15.46 1314.57 0.539 1315.109 13.7 20.06 6.248 1321.357 0.00 1.333 2.00 0.00 0.00 0 0.00
4.34 0.26201 .135744 0.59 0.460 0.00
or
19.80 1315.71 0.558 1316.266 13.7 19.11 5.669 1321.935 0.00 1.333 2.00 0.00 0.00 0 0.00
• 3.47 0.26201 .118786 0.41 0.460 0.00
• 23.27 1316.62 0.577 1317.193 13.7 18.22 5.154 1322.347 0.00 1.333 2.00 0.00 0.00 0 0.00
2.84 0.26201 .103933 0.30 0.460 0.00
• 26.11 1317.36 0.597 1317.957 13.7 17.39 4.694 1322.651 0.00 1.333 2.00 0.00 0.00 0 0.00
AM
2.37 0.26201 .090985 0.22 0.460 0.00
AM
• 28.48 1317.98 0.618 1318.599 13.7 16.57 4.261 1322.860 0.00 1.333 2.00 0.00 0.00 0 0.00
k . * 2.00 0.26201 .079689 0.16 0.460 0.00
30.48 1318.51 0.640 1319.146 13.7 15.80 3.877 1323.023 0.00 1.333 2.00 0.00 0.00 0 0.00
1.72 0.26201 .069788 0.12 0.460 0.00
32.20 1318.96 0.662 1319.619 13.7 15.05 3.519 1323.138 0.00 1.333 2.00 0.00 0.00 0 0.00
1.47 0.26201 .061136 0.09 0.460 0.00
• 33.67 1319.34 0.686 1320.029 13.7 14.36 3.202 1323.231 0.00 1.333 2.00 0.00 0.00 0 0.00
• 1.29 0.26201 .053582 0.07 0.460 0.00
me
.M.