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31681 (2)t. . i HYDROLOGY HYDROLOGY HYDROLOGY: ; .• ; ; ..- K' STUDY 'STUDY STUDY. .r r. ! TRACT No. .TRACT No. TRACT No. � ..1 3.1681 -4 _31681 -4 : 31681 -4 Cimp .. S Andalusia @ : :. Andalusia @ f iY Andalusia @ .'Coral Mountain, Coral Mountain Coral Mountain -C'ty of La'Quinta City of La Quinta City of La,.Quint ,October 9, 2007 October 9, 2007 October 9 2007- °, F 0199 P Nk• n A CORPORATION A. CORPORATION �A COt1PORATION; + t. . ' r 1 f 0 c FT RACT NO. 31681-4 YDROLOGY/HYDRAULIC CALCULATION ANDALUSIA @ CORAL MOUNTAIN CITY OF LA QUINTA October 9, 2007 QQ` iQ q v, rn cB No. C040692_ uj cc EXP. 3 =31 -09 Civil- Tq� OF C 7 ` A CORPORATION CIVIL ENGINEERING: SURVEYING:PLANNING:ARCHITECTURE 109 East 3rd Street Tel: (909) 884 -8217 San Rernardino; CA .92410, Fox' '(909) 889 -0153 TABLE OF CONTENTS ITEM PAGE 1. DISCUSSION AND SUMMARY ..................................... 1 2. PROJECT SITE MAPS ................... ............................... 2 3. SOIL GROUPS & MAP ................... ............................... 3 -5 4. 100- YEAR9 1 -IIOUR ISOHYTALS MAP ............................ 6 5. HYDROLOGY INPUT TABLE ....... ............................... 7 -12 6. CIVILD /CIVILDESIGN PROGRAM OUTPUT ................... 13 -143 7. - HYDRAULIC CALCULATIONS (Catch Basins Sizing) ......... 144 -156 8. WSPGW TRACT NO. 31681-4 ........... ............................157 -260 9. HYDRAULIC CALCULATION OVERFLOW SWALE DETAIL SECTIONS ................. ................... . ..... . .......... 261 -265 10. TYPICAL STREET CROSS SECTION AND STREET CAPACITY TABLES ....................... ............................266 -304 11. DRAINAGE MAPS ...... ............................... Back Pocket 305 DISCUSSION AND SUMMARY INTRODUCTION: The purpose of this study is to analyze proposed drainage patterns in and around Tract 31681 -4. Which is part of the Coral Mountain Project master - planned community bounded by Avenue 58 on the north, Monroe Street on the east, Madison Street on the west, Avenue 60 on the south and APN'S 764 - 200 -18 & 764 - 200 -19 on the northeast? OVERALL HYDROLOGY: Offsite run -off will be conveyed along perimeter streets at low points and into the project via storm drain systems to onsite golf courses and lakes. All onsite run -offs will also be collected through a system of storm drains and into the lakes. We have provided for this reporcattached'1 a copy, of the retention basins calculations done for the Mass Grading Revised (Feb. 15,; 2006).,In which we also include the storm waterstorage for the 100 -year, 3hr, 6hr, and 24hr event comparison calculations. HYDROLOGY METHODOLOGY: The calculated run -off flows are depicted on the enclosed Drainage Maps. All run -off values are calculated using the rational method as outlined in the 1978 Riverside County Hydrology Manual, assuming: a) 1'00 year storm frequency. ,• b) 1 -hour rainfall intensity = 1.60 in/hr. c) Slope on the intensity duration curve = 0.58 d) Residential cover @ commercial & 3 - 4 u.p.a. All flows were calculated using "RRIV.EXE ", a Riverside County Rational Hydrology Program by Civilcadd /Civildesign engineering software, version 6.4, 1989- 2001. HYDRAULIC METHODOLOGY: All computed depths of flow were based on the manning's equation. Various interior and perimeter streets were spot checked for adequate hydraulic capacity per the table found in the street hydraulic section of this report. Manning calculations for typical street section capacities are based on the following: 1. Standard street cross- sections provided hereon; 2. Custom concrete v -gutter and "0" curb face; 3. A Manning's roughness coefficient of 0.015 for the street & parkway. CONCLUSION: Analysis indicated that the proposed street sections within Tract 31681 -3 have the capacity to carry the 10 & 100 -year storm flows with the help of the adjacent landscape swales. Due to the non - standard Curb, the 10 -year storm flows jumps top of curb and therefore reduces street capacity at curb. City has agreed to allow 10 -year within the P.U.E. & Drainage easement. All flows will be conveyed by the interior streets sections into the proposed catch basins and through storm drains to the golf course and the lakes. 4 r ;3 331 tt13M8 L 4 ` — �- - _ • mn A�. ep - mm COP 'Y .- •��' r�, r' _ r IUD •x _ ._._ht'� fir'" t97AMMU17Cl1670" -.•v) +.,•2 t . xf;ii 'Fr :43 sl .� '.. • - � c U_ 1 i81d.. � ` fQ;y3 Si'3?d —• rb ...w Sri: 7iV Q i _ 'IN '�. }pp -y j,/4: � •4 {1 ii.; 1' .._.._ .... .. ... . ...� - ..-- -. __. _._�_- ;� ----- A ' -- - -- _• �' Jam. �°• °� �, Ft. � , f �-- - - ____ ., . �_ _ . ! Flu,' -,. Z - Ag£ -- �. aa�i7lLSBD.•g � •� �� tit9 i 5i •vR a�naanq : f�'y 8.. .% ew e' tat a vi 1. �'I;Y° •� -�•�• �' IttY3i.... - [�i -xrly Fes• 'a• .. -. , ... � -1 _ --�.. • 3�}tR y��,`rti7l f� 0 i r, se AV IDlrt9ew MEW Ta ZP It y Ri itd£YL+ 17'. I 15R r`s 1178 � 4 • •r :e ail b8 --ntv.- -..tom- g � �ij yea : �' .. i, •; r _ - _-, 7]9+7 t ,_ .'• .... fftv ,c .O + •pyn• A{fig E 12 /p1fvp) and water , [Absence of an entry indicates the featm is not a concern. See tent for descriptions of symbols and such tea®a ss "Pmts," "bsief," and °' The symbol < means less 8 > means cmkw 4hsnl %ydrm- Nooding wales table Bedreek Soil name and ?ogre . nay symbol group Frequency Duration months Depth wind Months Depth HaWkwo lid: 9A- L�orrow pig: SP. Bull Trail: StE----------- - - - - -- B c8F8_ BD« ___ ___ ___ __ __ ca* g-- D - - - - - -- Carrfso: Ccc ------------------ A . Caeaitas: CdC, CdE, ChC, C &S. A CIS _ ------------- -- A Vitas Variant: ' Caio CmE_---- - - - - -- ,C CDuckswalla: Cob; C6D, CaC, CnE. B Ca: CE�A,C®S,.CsA - - - - -- 2 �gpente:---- - - - - -- fs------------ - - - - -- D Fluventa: Fe-------------------- ®/D Bauman: Gb0,GeA. ,aA ------ Grovel pits and dumps: GPI�: IFA- -------------- --- ImCa: Gulliad lsad part.-- - Imperial: o� C1 Imperial paet__ _ _ _ -- Gi = iaad per. gadio: Ip, Is---------------- Ir, Ise.,---------------- j. Uthic Torripeammentw LA1: Lithic Tompaommentopffit s D �v M NOW------ -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 ---- - - - - -- %n+8_____ _____ __ __ _ _ __ ___ __ ___ ___ >6.0 -------------- ------------ >60 ---------- None - - - -- ------- - - - - -- ------------ >6.0 ----- - - - - -- - - - - -- >60 - -- - - - - -- late- - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 Now - - -- ------- - - - - -- ------ - - - - -- >6.0 -------------- -- - -- >60 - - - - - -- NOW ------------- - - - - -- ------ - - - - -- 2.0 -4.0 at-_ -_ en- _ >06 ---- - - - - -- % - - - -- -------------- --- - - - - -- >6.0 ------- - - - - -- --- - - - - -- 6-20 lligpable. 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HIGH LOW LENGTH AREA SM TYPE COVER TYPE Q900 CPE REMARKS J. 4. 6f. , , $ rI �� /. 78 ®�3lbrl (p . i 4 Q A2 0 4 41.4 1®10a 3 ?o % % 1'. 4 6*1v � ®-' ® ��o � 3�• 37 �lo "�, .'' �� � , ; P /ire T�� 9r �� 3 —+Q 3 3 23.87 2�v/ 37 ` .'..:% �� r.P,��� rrw►B r � sing ,w © _k 0--v@ A .4 D 33.98 p5o /•2D L5 Z- 6 S /2K 33.99(o 1,6. l• 7 j �� 13 01 4h 3 0 D.63 F 4veWW 030= C/M =,W"54 b Z Uri MA F, b • • 3'os ss `o-sss c xv� atla lwawfo3w 1 �Z8'f98 (808) • 31Va A9 a3u%gno o Ao 'M 1Mms .r 2®- " 9 '0'- /rf Ag '®% -,-IA � C9 Z Z 9 df'O Co - c lax r� Z� wL 9d�d ��z Qz 26 v IV/Z j"F4; � r y �S �Lrti� kANI" P� •/ G A L% �°� b! SI f t415 06b b-69 8'Ar Z �5a9�hy ►rlrry� � L / fib 8' TRY; 70 exvvvm rM-T 0090 3au a3AO* Mau 'M V3W MWAM mm of m °oN V3v 'on b • • 3'os ss `o-sss c xv� atla lwawfo3w 1 �Z8'f98 (808) • 31Va A9 a3u%gno o Ao 'M 1Mms .r 2®- " 9 '0'- /rf Ag '®% -,-IA � 0 arfy/�yf , . 6 - z 07d5o,-T io/f - evv 9&m (6) x a M L&M(w O& GrAIGNIO 6OUiPMUMS =9 3"Reple-a6ft SUPGDMft3 B.UApnl 14"Iffl,c wipm, tk '01 "�" -- -= � � � ®ice � ; - ��� i,: y - ® r CAM ffn2iq,2 �,-MUZMYA M._®.M® -OMO- arfy/�yf , . 6 - z 07d5o,-T io/f - evv 9&m (6) x a M L&M(w O& GrAIGNIO 6OUiPMUMS =9 3"Reple-a6ft SUPGDMft3 B.UApnl 14"Iffl,c wipm, tk '01 l• A J e i v i� a� 1 0 l Wr7/ r/ / i =,l 477 ` 31V� Ae amoam Ltn-m lww • VIO-T. Zr/ ova ate agt. � A�t�6 ` .4o om i3ma $Oam Plt'3 60& a xg �r�lh►i . �'� - Z� •� o zL ff�l�i:�V Ifn� - -'' �• -� 41� j�l 1 Y`•p• •,7 ward r 1s1 Z/ =,/l1 fi —,d s.� % _ ; /9'/ °I °l l -zr /'9f Zr, 8 g -7Z'/ wl- l n9 1 &PHi a 8Z Z 015:9: °1a� L-'b .4 94,9 91, W awr_r g.,,c Rev } �r"Z6, L,5; s - L�! 8J+ I 6� �� Sx o? f !X 79'zelml (2 ..,a #-•Z WAY 6 ��' o r!t' ° !J` ' ?�'• ,w fir -l' /�' Z1r9' =.l 7-0 AW1 6 zs Z� 9� (QW OOM 3au MMOD MAL -lam WW V3klnr CW kU*M UWM— AKrl Hem V38V ON e i v i� a� 1 0 l Wr7/ r/ / i =,l 477 ` 31V� Ae amoam Ltn-m lww • VIO-T. Zr/ ova ate agt. � A�t�6 ` .4o om i3ma $Oam Plt'3 60& zr WIA1- �,/ - Z- a T ,4 -,Ole/ 3WOs eq«+see (soW wa 3.v3 A603XDBW L &W-M ftow 3M] 719 AS CBLVVWWO O&MIPUMBOIGUIPMunews .40 •ow IMHs "Dim P+e 3 go& w-icz4 �' w llew& a\ �y g JY!✓�P -WIrw% ,w b /'¢ oat 1• fl o'er, z o .���• �iw ,�..� IYAVIM Irs9 1 • , ,r q'bz Qy•�/ �Z6/ Ol ZG ar OL b9 o ®•I 419; ZI '� Z 9P '9Z 9� 69 L9 j p,' o®w -NMI �r Mo, V 30ON WIA1- �,/ - Z- a T ,4 -,Ole/ 3WOs eq«+see (soW wa 3.v3 A603XDBW L &W-M ftow 3M] 719 AS CBLVVWWO O&MIPUMBOIGUIPMunews .40 •ow IMHs "Dim P+e 3 go& w-icz4 �' w llew& a\ �y g CIVIL /CIVILDESIGN PROGRf1M OUTPUT 17 ............ Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 12/06/06 File:A31681PHASE4.out ------------------------------------------------------------------------ 100 -YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN ** AREA Al, A2, A3, A4, A5, A6, A7 & A8 ** TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: A31681PHASE4.OUT ------------------------------------------------------------------------ ********* Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file Program License Serial Number 4070 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. 10 year storm 10 minute intensity = 2.770(In /Hr) 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5600 L' j�, 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 1.000 to Point /Station 2.000, * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 990.000(Ft.) Top (of initial area) elevation = 52.600(Ft.) Bottom (of initial area) elevation = 45.800(Ft.) Difference in elevation = 6.800(Ft.) Slope = 0.00687 s(percent)= 0.69 TC = k(0.300) *[(length�3) /(elevation change))A0.2 Initial area time of concentration = 12.823 min. Rainfall intensity = 3.916(In /Hr) for a 100.0 year storm COMMERCIAL subarea type. Runoff Coefficient = 0.881 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 6.141(CFS) Total initial stream area = 1.780(Ac.) Pervious area fraction = 0.100 • C� /6"' • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station 3.000 * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * ** Top of street segment elevation = 45.800(Ft.) End of street segment elevation = 41.400(Ft.) Length of street segment = 1060.000(Ft.) Height of curb above gutter flowline = 8.0(In.) Width of half street (curb to crown) = 43.000(Ft.) Distance from crown to crossfall grade break = 18.000(Ft.) Slope from gutter to grade break (v /hz) = 0.020 Slope from grade break to crown (v /hz) = 0.020 Street flow is on (1] side(s) of the street Distance from curb to property line = 12.000(Ft.) Slope from curb to property line (v /hz) = 0.02.0 Gutter width = 2.000(Ft.) Gutter hike from flowline = 1.500(In.) Manning's N in gutter = 0.0130 Manning's N from gutter to'grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 11.284(CFS) Depth of flow = 0.521(Ft.), Average velocity = 2..335(Ft/.$) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 21.790(Ft.) Flow velocity = 2.33(Ft /s) Travel time = 7.57 min. TC = 20.39 min. Adding area flow to street COMMERCIAL subarea type Runoff Coefficient = 0.877 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Rainfall intensity = 2.992(In /Hr) for a 100.0 year storm Subarea runoff = 10.230(CFS) for 3.900(Ac.) Total runoff = 16.371(CFS) Total area = 5.680(Ac.) Street flow at end of street = 16.371(CFS) Half street flow at end of street = 16.371(CFS) Depth of flow = 0.58.8(Ft.), Average velocity = 2.557(Ft/s) Flow width (from curb towards crown)= 25.133(Ft.) • 16 �J +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 2.000 to Point /Station . 3.000 * * ** CONFLUENCE,OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 5.680(Ac.) Runoff from this stream = 16.371(CFS) ' Time of concentration = 20.39 min. Rainfall intensity = 2.992(In /Hr) 17 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 4.000 to Point /Station 5.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 1000.000(Ft.) Top (of initial area) elevation = 52.600(Ft.) Bottom (of initial area) elevation = 45.800(Ft.) Difference in elevation = 6.800(Ft.) Slope = 0.00680 s(percent)= 0.68 TC = k(0. 300) *[(length"3) /(elevation change)]^0.2 Initial area time of concentration = 12.901 min. Rainfall intensity = 3.902(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.881 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.0.0 Pervious area fraction = 0.100; Impervious fraction 0.900 Initial subarea runoff = 7.734(CFS) Total initial stream area = 2.250(Ac.) Pervious area fraction = 0.100 • le +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 5.000 to Point /Station 6.000 * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION ** ** Top of street segment elevation = 45.800(Ft.) End of street segment elevation = 41.400(Ft.) Length of street segment = 1040.000(Ft.) Height of curb above gutter flowline = 8.0(In.) Width of half street (curb to crown) = 43.000(Ft.) Distance from crown to crossfall grade break = 18.000(Ft.) Slope from gutter to grade break (v /hz) = 0.020 Slope from grade break to crown (v /hz) = 0.020 Street flow is on [1) side(s) of the street Distance from curb to property line = 12.000(Ft.) Slope from curb to property line (v /hz) = 0.020 Gutter width = 2.000(Ft.) Gutter hike from flowline = 1.500(In.) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 12.478(CFS) Depth of flow = 0.536(Ft.), Average velocity = 2.410(Ft /s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 22.567(Ft.) Flow velocity = 2.41(Ft /s) Travel time = 7.19 min. TC = 20.09 min. Adding area flow to street COMMERCIAL subarea type Runoff Coefficient = 0.877 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Rainfall intensity = 3.018(In /Hr) for a 100.0 year storm Subarea runoff = 9.393(CFS) for 3.550(Ac.) Total runoff = 17.128(CFS) Total area = 5.800(Ac.) Street flow at end of street = 17.128(CFS) Half street flow at end of street = 17.128(CFS) Depth of flow = 0.595(Ft.), Average velocity = 2.604(Ft /s) Flow width (from curb towards crown)= 25.479(Ft.) 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 6.000 to Point /Station 3.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 32.800(Ft.) Downstream point /station elevation = 32.370(Ft.) Pipe length = 86.00(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 17.128(CFS) Nearest computed pipe diameter = 27.00(In.) Calculated individual pipe flow. = 17.128(CFS) Normal flow depth in pipe = 17.98(In.) Flow top width inside pipe = 25.47(In.) Critical Depth = 17.34(In.) Pipe flow velocity = 6.09(Ft /s) Travel time through pipe = 0.24 min. Time of concentration (TC) = 20.33 min. I.Fkl • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 6.000 to Point /Station 3.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 5.800(Ac.) Runoff from this stream = 17.128(CFS) Time of concentration = 20.33 min. Rainfall intensity = 2.997(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 16.371 20.39 2.992 2 17.128 20.33 2.997 Largest stream flow has longer or shorter time of concentration Qp = 17.128 + sum of Qa Tb /Ta 16.371 * 0.997 = 16.321 Qp = 33.448 Total of 2 streams to confluence: Flow rates before confluence point: 16.371 17.128 Area of streams before confluence: 5.680 5.800 Results of confluence: Total flow rate = 33.448.(CFS) Time of concentration = 20.328 min. Effective stream area after confluence = 11.480(Ac.) • • ++++++++++++++++ +++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 3.000 to Point /Station 7.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 32.370(Ft.) Downstream point /station elevation = 23.810(Ft.) Pipe length = 261.37(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 33.448(CFS) Nearest computed pipe diameter = 21.00(In.) Calculated individual pipe flow = 33.448(CFS) Normal flow depth in pipe = 14.34(In.) Flow top width inside pipe = 19.54(In.) Critical depth could not be calculated. Pipe flow velocity = 19.11(Ft /s) Travel time through pipe = 0.23 min. Time of concentration (TC) = 20.56 min. • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 3.000 to Point /Station 7.000 * * ** CONFLUENCE OF MAIN STREAMS * * ** The following data inside Main Stream is listed: In Main Stream number: 1 Stream flow area = 11.480(Ac.) Runoff from this stream = 33.448(CFS) Time of concentration = 20.56 min. Rainfall intensity = 2.978(In /Hr) Program is now starting with Main Stream No. 2 r- 2� • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 8.000 to Point /Station 9.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 320.000(Ft.) Top (of initial area) elevation = 62.000(Ft.) Bottom (of initial area) elevation = 33.980(Ft.) Difference in elevation = 28.020(Ft.) Slope = 0.08756 s(percent)= 8.76 TC = k (0.480) *[(length"3) /(elevation change)1^0.2 Initial area time of concentration = 7.849 min. Rainfall intensity = 5.205(In /Hr) for a 100.0 year storm SINGLE FAMILY (1 Acre Lot) Runoff Coefficient = 0.779 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.800; Impervious fraction = 0.200 Initial subarea runoff = 4.260(CFS) Total initial stream area = 1.050(Ac.) Pervious area fraction = 0.800 0 • 24 � 0 6-1 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 8.000 to Point /Station 9.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 1 Stream flow area = 1.050(Ac.) Runoff from this stream = 4.260(CFS) Time of concentration = 7.85 min. t Rainfall intensity = 5.205(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 10.000 to Point /Station .9.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 850.000(Ft.) Top (of initial area) elevation = 47.000(Ft.) Bottom (of initial area) elevation = 33.980(Ft.) Difference in elevation 13.020(Ft.) Slope = 0.01532 s(percent)= 1.53 TC = k(0.480) *[(length"3) /(elevation change))"0.2 Initial area time of concentration = 16.443 min. Rainfall intensity = 3.390(In /Hr) for a 100.0 year storm SINGLE FAMILY (1 Acre Lot) Runoff Coefficient = 0.730 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.800; Impervious fraction = 0.200 Initial subarea runoff = 2.970(CFS) Total initial stream area = 1.200(Ac.) Pervious area fraction = 0.800 • • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 10.000 to Point /Station 9.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 2 Stream flow area = 1.200(Ac.) Runoff from this stream = 2.970(CFS) Time of concentration = 16.44 min. Rainfall intensity = 3.390(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 4.260 7.85 5.205 2 2.970 16.44 3.390 Largest stream flow has longer or shorter time of concentration Qp = 4.260 + sum of Qa Tb /Ta 2.970 * 0.4.77 = 1.418 Qp = 5.677 Total of 2 streams to confluence: Flow rates before confluence point: 4.260 2.970 Area of streams before confluence: 1.050 1.200 Results of confluence: Total flow rate = 5.677(CFS) Time of concentration = 7.849 min. Effective stream area after confluence = 2.250(Ac.) • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 9.000 to Point /Station 11.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstrgam point /station elevation = 26.730(Ft.) Downstream point /station elevation = 26.610(Ft.) Pipe length = 24.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 5.677(CFS) Nearest computed pipe diameter = 15.00(In.) Calculated individual pipe flow = 5.677(CFS) Normal flow depth in pipe = 10.72(In.) Flow top width inside pipe = 13.54(In.) Critical Depth = 11.58(In.) Pipe flow velocity = 6.05(Ft /s) Travel time through pipe = 0.07 min. Time of concentration (TC) = 7.92 min. • • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 9.000 to Point /Station 11.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 1 Stream flow area = 2.250(Ac.) Runoff from this stream = 5.677(CFS) Time of concentration = 7.92 min. Rainfall intensity = 5.180(In /Hr) • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 12.000 to Point /Station 11.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 996.000(Ft.) Top (of initial area) elevation = 47.500(Ft.) Bottom (of initial area) elevation = 33.980(Ft.) Difference in elevation = 13.520(Ft.) Slope = 0.01357 s(percent)= 1.36 TC = k ( 0.390) * [ (length'3) / (elevation change) ] 0.2 Initial area time of concentration = 14.582 min. Rainfall intensity = 3.634(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.799 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 5.200(CFS) Total initial stream area = 1.790(Ac.) Pervious area fraction = 0.500 • 0 '39 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 12.000 to Point /Station 11.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 2 Stream flow area = 1.790(Ac.) Runoff from this stream = 5.200(CFS) Time of concentration = 14.58 min. Rainfall intensity = 3.634(In /Hr) � 0 -3l +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 13.000 to Point /Station 11.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 390.000(Ft.) Top (of initial area) elevation = 49.000(Ft.) Bottom (of initial area) elevation = 33.980(Ft.) Difference in elevation = 15.020(Ft.) Slope = 0.038.51 s(percent)= . 3.85 TC = k(0.480) *[(length^3) /(elevation change)]^0.2 Initial area time of concentration = 10.013 min. Rainfall intensity = 4.520(In /Hr) for a 100.0 year storm SINGLE FAMILY (1 Acre Lot) Runoff Coefficient = 0.765 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.800; Impervious fraction = 0.200 Initial subarea runoff = 2.177('CFS) Total initial stream area = 0.630(Ac.) Pervious area fraction = 0.800 • P� • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 13.000 to Point /Station' 11.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 3 Stream flow area = 0.630(Ac.) Runoff from this stream = 2.177(CFS) Time of concentration = 10.01 min. Rainfall intensity = 4.520(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 5.677 7.92 -r 5.180 2 5.200 14.58 3.634 3 2.177 10.01 4.520 Largest stream flow has longer or shorter time of concentration Qp 5.677 + sum of Qa Tb /Ta 5.200 * 0.543 = 2.823 Qa Tb /Ta 2.177 * 0.791 = 1.721 QP = 10.221 Total of 3 streams to confluence: Flow rates before confluence point: 5.677 5.200 2.177 Area of streams before confluence: 2.250 1.790 0.630 Results of confluence: Total flow rate = 10.221(CFS) Time of concentration = 7.916 min. Effective stream area after confluence = 4.670(Ac.) • • ....................................... ............................... Process from Point /Station 11.000 to Point /Station 7.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 26.610(Ft.) Downstream point /station elevation = 23.870(Ft.) Pipe length = 63.47(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 10.221(CFS) Nearest computed pipe diameter = 12.00(In.) Calculated individual pipe flow = 10.221(CFS) Normal flow depth in pipe = 9.40(In.) Flow top width inside pipe = 9.89(In.) Critical depth could not be calculated. Pipe flow velocity = 15.50(Ft /s) Travel time through pipe = 0.07 min. Time of concentration (TC) = 7.98 min. • • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + ± + + + + + + + ++ Process from Point /Station 11.000 to Point /Station 7.000 * * ** CONFLUENCE OF MAIN STREAMS * * ** The following data inside Main Stream is listed: In Main Stream number: 2 Stream flow area = 4.670(Ac.) Runoff from this stream = 10.221(CFS) Time of concentration = 7.98 min. Rainfall intensity = 5.154(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 33.448 20.56 2.978 2 10.221 7.98 5.154 Largest stream flow has longer time of concentration Qp = 33.448 + sum of Qb Ia /Ib 10.221 * 0.578 = 5.906 Qp = 39.354 Total of 2 main streams to confluence: • Flow rates before confluence point: 33.448 10.221 Area of streams before confluence: 11.480 4.670 Results of confluence: Total flow rate = 39.354(CFS) Time of concentration = 20.556 min. Effective stream area after confluence = 16.150(Ac.) End of computations, total study area = 16.15 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.269 Area averaged RI index number = 56.0 • 3 1-5 Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 12/06/06 File:B31681PHASE4.out ------------------------------------------------------------------------ 100 —YR STORM ANALYSIS ANDALUSIA AT CIRAL MOUNTAIN * * * ** B1,B2,B3,B4,B5,B.6,B7,B8,B9 & B10 ** * * ** TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: B31681PHASE4.OUT ------------------------------------------------------------------------ * * * * * * * ** Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file -------------------------------------------------------------------'----- Program License Serial Number 4070 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 • Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. 10 year storm 10 minute intensity = 2.770(In /Hr) 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 14.000 to Point /Station 15.0.00 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 954.000(Ft.) Top (of initial area) elevation = 58.600(Ft.) Bottom (of initial area) elevation = 44.800(Ft.) Difference in elevation = 13.800(Ft.) Slope = 0.01447 s(percent) 1.45 TC = k (0.300) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 10.886 min. Rainfall intensity = 4.306(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.882 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 6.801(CFS) Total initial stream area = 1.790(Ac.) Pervious area fraction = 0.100 1 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 15.000 to Point /Station 16.000 * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * ** Top of street segment elevation = 44.800(Ft.) End of street segment elevation = 39.900(Ft.) Length of street segment = 990.000(Ft.) Height of curb above gutter flowline = 8.0(In.) Width of half street (curb to crown) = 32.000(Ft.) Distance from crown to crossfall grade break = 18.000(Ft.) Slope from gutter to grade break (v /hz) = 0.020 Slope from grade break to crown (v /hz) = 0.020 Street flow is on [1] side(s) of the street Distance from curb to property line = 8.000(Ft.) Slope from curb to property line (v /hz)- = 0.020 Gutter width = 1.500(Ft.) Gutter hike from flowline = 1.500(In.) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 15.214(CFS) Depth of flow = 0.569(Ft.), Average velocity = 2.677(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 23.691(Ft.) Flow velocity = 2.68(Ft /s) • Travel time = 6.16 min. TC = 17.05 min. Adding area flow to .street COMMERCIAL subarea type Runoff Coefficient = 0.878 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.00.0 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2') = 56.00 Pervious area fraction = 0..100; Impervious, fraction Rainfall intensity = 3.319(In /Hr) for a 100.0 Subarea runoff = 16.736(CFS) for 5.740(Ac.) Total runoff = 23.537(CFS) Total area = Street flow at end of street = 23.537(CFS) Half street flow at end of street = 23.537(CFS) = 0.900 year storm 7.530(Ac.) Depth of flow = 0.654(Ft.), Average velocity = 2.981(Ft /s) Flow width (from curb towards crown)= 27.974(Ft.) CSC° +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 16.000 to Point /Station 17.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 34.000(Ft.) Downstream point /station elevation = 33.600(Ft.) Pipe length = 89.50(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 23.537(CFS) Nearest computed pipe diameter = 30.00(In.) Calculated individual pipe flow = 23.537(CFS) Normal flow depth in pipe = 21.42(In.) Flow top width inside pipe 27.11(In.) Critical Depth = 19.80(In.) Pipe flow velocity = 6.28(Ft /s) Travel time through pipe = 0.24 min. Time of concentration (TC) = 17.29 min. • 0 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 16.000 to Point /Station 17.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 7.530(Ac.) Runoff from this stream = 23.537(CFS) Time of concentration = 17.29 min. Rainfall intensity = 3.293(In /Hr) I :7 CJ +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 18.000 to Point /Station 19.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 773.000(Ft.) Top_(of initial area) elevation = 67.100(Ft.) Bottom (of initial area) elevation = 52.500(Ft.) Difference in elevation = 14.600(Ft.) Slope = 0.01889 s(percent)= 1.89 TC = k(0.300) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 9.488 min. Rainfall intensity = 4.663(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.883 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 5.768(CFS) Total initial stream area = 1.400(Ac.) Pervious area fraction = 0.100 • I'- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +,............................. Process from Point /Station 19.000 to Point /Station 17.000 * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * ** Top of street segment elevation = 52.500(Ft.) End of street segment elevation = 39.900(Ft.) Length of street segment = 1668.000(Ft.) Height of curb above gutter flowline = 8.0(In.) Width of half street (curb to crown) = 43.000(Ft.) Distance from crown to crossfall grade break = 18.000(Ft.) Slope from gutter to grade break (v /hz) = 0.020 Slope from grade break to crown (v /hz) = 0.020 Street flow is on [1) side(s) of the street Distance from curb to property line = 12.000(Ft.) Slope from curb to property line (v /hz) = 0.020 Gutter width = 2.000(Ft.) Gutter hike from flowline = 1.500(In.) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0. 0150 Estimated mean flow rate at midpoint of street = 11.767(CFS) Depth of flow = 0.480(Ft.), Average velocity = 2.958(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 19.730(Ft.) Flow velocity = 2.96(Ft /s) • Travel time = 9.40 min. TC = 18.89 min. Adding area flow to street COMMERCIAL subarea type 'Runoff Coefficient = 0.877 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil.(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.9,00 Rainfall intensity = 3.128(In /Hr) for a 100.0 year storm Subarea runoff = 11.940(CFS) for 4.35.0(Ac.) Total runoff = 17.7 "08(CFS) Total area = 5.750(Ac.) Street flow at end of street = 17.708(CFS) Half street flow at end of street = 17.708(CFS) Depth of flow = 0.547(Ft.), Average velocity = 3.268(Ft/s) Flow width (from curb towards crown)= 23.094(Ft.) 9 460, • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 19.000 to Point /Station 17.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 5.750(Ac.) Runoff from this stream = 17.708(CFS) Time of concentration = 18.89 min. Rainfall intensity = 3.128(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 23.537 17.29 3.293 2 17.708 18.89 3.128 Largest stream flow has longer or shorter time of concentration Qp = 23.537 + sum of Qa Tb /Ta 17.708 * 0.915 = 16'.210 Qp = 39.747 Total of 2 streams to confluence: Flow rates before confluence point: • 23.537 17.708 Area of streams before confluence: 7.530 5.750 Results of confluence: Total flow rate = 39.747(CFS) Time of concentration = 17.2.88 min. Effective stream area after confluence = 13.280(Ac.) 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 17.000 to Point /Station 20.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 33.600(Ft.) Downstream point /station elevation = 19.140(Ft.) Pipe length = 400.50(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 39.747(CFS) Nearest computed pipe diameter = 21.00(In.) Calculated individual pipe flow = 39.747(CFS) Normal flow depth in pipe = 15.77(In.) Flow top width inside pipe = 18.16(In.) Critical depth could not be calculated. Pipe flow velocity = 20.50(Ft /s) Travel time through pipe = 0.33 min. ' Time of concentration (TC) = 17.61 min. s • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 17.000 to Point /Station 20.000 * * ** CONFLUENCE OF MAIN STREAMS * * ** The following data inside Main Stream is listed: In Main Stream number: 1 Stream flow area = 13.280(Ac.) Runoff from this stream = 39.747(CFS) Time of concentration = 17.61 min. Rainfall intensity = 3.257(In /Hr) Program is now starting with Main Stream No. 2 r 45 • • ++++++ ..................++++++......+++ + + +...... + + + + + + + + + + + +.......... Process from Point /Station 21.000 to Point /Station 22.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 218.000(Ft.) Top (of initial area) elevation = 51.000(Ft.) Bottom (of initial area) elevation = 23.400(Ft.) Difference in elevation = 27.600(Ft.) Slope ,= 0.12661 s(percent)= 12.66 TC = k(0.480) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 6.254 min. Rainfall intensity = 5.939(In /Hr) for a 100.0 year storm SINGLE FAMILY (1 Acre Lot) Runoff Coefficient = 0.792 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.800; Impervious fraction = 0.200 Initial subarea runoff = 2.446(CFS) Total initial stream area = 0.520(Ac.) Pervious area fraction = 0.800 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 22.000 to Point /Station 23.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 20.400(Ft.) Downstream point /station elevation = 20.100(Ft.) Pipe length = 63.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 2.446(CFS) Nearest computed pipe diameter = 12.00(In.) Calculated individual pipe flow = 2.446(CFS) Normal flow depth in pipe = 7.32(In.) • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 22.000 to Point /Station 23.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: Stream flow area = . 0 Runoff from this stream = Time of concentration = Rainfall intensity = 2 in normal stream number 1 .520(Ac.) 2.446(CFS) 6.47 min. 5.823(In/Hr) A �' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 24.000 to Point /Station 23.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 480.000(Ft.) Top (of initial area) elevation = 48.000(Ft.) Bottom (of initial area) elevation = 23.400(Ft.) Difference in elevation = 24.600(Ft.) Slope = 0.05125 s(percent)= 5.13 TC = k(0.480) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 10.275 min. Rainfall intensity = 4.453(In /Hr) for a 100.0 year storm SINGLE.FAMILY (1 Acre Lot) Runoff Coefficient = 0.763 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.800; Impervious fraction = 0.200 Initial subarea runoff = 2.378(CFS) Total initial stream area = 0.700(Ac.) Pervious area fraction = 0.800 • • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 24.000 to Point /Station 23.000 **** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 2 Stream flow area = 0.700(Ac.) Runoff from this stream = 2.378(CFS) Time of concentration = 10.28 min. Rainfall intensity = 4.453(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 2.446 6.47 5.823 2 2.378 10.28 4.453 Largest stream flow has longer or shorter time of concentration Qp = 2.446 + sum of Qa Tb /Ta 2.378 * 0.630 = 1.497 QP = 3.943 Total of 2 streams to confluence: Flow rates before confluence point: 2.446 2.378 Area of streams before confluence: 0.520 0.700 Results of confluence: Total flow rate = 3.943(CFS) Time of concentration = 6.469 min. Effective stream area after confluence = 1.220(Ac.) ++++++++++++++......+++......++++++++++ + +.. + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 23.000 to Point /Station 20.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 20.100(Ft.) Downstream point /station elevation = 19.140(Ft.) Pipe length = 90.54(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 3.943(CFS) Nearest computed pipe diameter = 12.00(In.) Calculated individual pipe flow = 3.- 943(CFS) Normal flow depth in pipe = 7.71(In.) Flow top width inside pipe = 11.50(In.) Critical Depth = 10.11(In.) Pipe flow velocity = 7.39(Ft /s) Travel time through pipe = 0.20 min. Time of concentration (TC) = 6.67 min. • � l • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 23.000 to Point /Station 20.000 * * ** CONFLUENCE OF MAIN STREAMS * * ** The following data inside Main Stream is listed: In Main Stream number: 2 Stream flow area = 1.220(Ac.) Runoff from this stream = 3.943(CFS) Time of concentration = 6.67 min. Rainfall intensity = 5.719(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 39.747 17.61 3.257 2 3.943 6.67 5.719 Largest stream flow has longer time of concentration Qp = 39.747 + sum of Qb Ia /Ib 3.943 * 0.570 = 2.246 Qp = 41.993 Total of 2 main streams to confluence: Flow rates before confluence point: 39.747 3.943 Area of streams before confluence: 13.280 1.220 Results of confluence: Total flow rate = 41.993(CFS) Time of concentration = 17.614 min. Effective stream area after confluence = 14.500(Ac.) • G� I] +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 20.000 to Point /Station 25.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 19.140(Ft.) Downstream point /station elevation = 12.800(Ft.) Pipe length = 133.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 41.993(CFS) Nearest computed pipe diameter = 21.00(In.) Calculated individual pipe flow = 41.993(CFS) Normal flow depth in pipe = 14.74(In.) Flow top width inside pipe = 19.21(In.) Critical depth could not be calculated. Pipe flow velocity = 23.28(Ft/s) Travel time through pipe = 0.10 min. Time of concentration (TC) = 17.71 min. L' • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 20.000 to Point /Station 25.000 * * ** CONFLUENCE OF MAIN STREAMS * * ** The following data inside Main Stream is listed: In Main Stream number: 1 Stream flow area = 14.500(Ac.) Runoff from this stream = 41.993(CFS) Time of concentration = 17.71 min. Rainfall intensity = 3.247(In /Hr) Program is now starting with Main Stream No. 2 • J r� U +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 26.000 to Point /Station 27.000 * * ** INITIAL AREA EVALUATION * * * *. Initial area flow distance = 405.000(Ft.) Top (of initial area) elevation = 37.600(Ft.) Bottom (of initial area) elevation = 24.800(Ft.) Difference in elevation = 12.800(Ft.) Slope = 0.03160 s(percent)= 3.16 TC = k(0.480) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 10.575 min. Rainfall intensity = 4.379(In /Hr) for a 100.0 year storm SINGLE FAMILY (1 Acre Lot) Runoff Coefficient = 0.761 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index_ for soil(AMC 2) = 56.00 Pervious area fraction = 0.800; Impervious fraction = 0.200 Initial subarea runoff = 2.932(CFS) Total initial stream area = 0.880(Ac.) Pervious area fraction = 0.800 • ' ' _ | 0 ` +++++++++++++.++++++++++++++++++++++++++++++++++++++++++++++++++++++++ � , Process from Point/Station 26.000 to Point/Station 27.000 CONFLUENCE OF MINOR STREAMS Along Main Stream number: 2 in normal stream oumbezl Stream flow area ~ 0'880(Ao') Runoff from this stream 2.932(CFS) Time of concentration ~ 10'57 min. , Rainfall intensity = 4.379<Iu/8r> ' U • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 27.100 to Point /Station 27.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 470.000(Ft.) Top (of initial area) elevation = 43.000(Ft.) Bottom (of initial area) elevation = 24.800(Ft.) Difference in elevation = 18.'200(Ft.) Slope = 0.03872 s(percent)= 3.87 TC = k (0.480) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 10.777 min. Rainfall intensity = 4.331(In /Hr) for a 100.0 year storm SINGLE FAMILY (1 Acre Lot) Runoff Coefficient = 0.760 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000. Decimal fraction soil group D = 0.000 RI.index for soil(AMC 2) = 56.00 Pervious area fraction = 0.800; Impervious fraction = 0.200 Initial subarea runoff = 3.718(CFS) Total initial stream area = 1.130(Ac.) Pervious area fraction = 0.800 • ++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. Process from Point /Station 27.100 to Point /Station 27.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 2 Stream flow area = 1.130(Ac.) Runoff from this stream = 3.718(CFS) Time of concentration = 10.78 min. Rainfall intensity = 4.331(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 2.932 10.57 4.379 2 3.718 10.78 4.331 Largest stream flow has longer time of concentration Qp = 3.718 + sum of Qb Ia /Ib 2.932 * 0.989 = . 2.901 Qp = 6.619 Total of 2 streams to confluence: • Flow rates before confluence point: 2.932 3.718 Area of streams before confluence: 0.880 1.130 Results of confluence: Total flow rate = 6.619(CFS) Time of concentration = 10.777 min. Effective stream area after confluence = 2.010(Ac.) • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 27.000 to Point /Station 28.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 20.300(Ft.) Downstream point /station elevation = 17.300(Ft.) Pipe length = 283.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 6.619(CFS) Nearest computed pipe diameter = 15.00(In.) Calculated individual pipe flow = 6.619(CFS) Normal flow depth in pipe = 9.15(In.) Flow top width inside pipe = 14.63(In.) Critical Depth = 12.42(In.) Pipe flow velocity = 8.44(Ft /s) Travel time through pipe = 0.56 min. Time of concentration (TC) = 11.34 min. • ��0 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point/Station 27.000 to Point /Station 28.000 * * ** CONFLUENCE OF MAIN STREAMS * * ** The following data inside Main Stream is listed: In Main Stream number: 1 Stream flow area = 2.010(Ac.) Runoff from this stream = 6.619(CFS) Time of concentration = 11.34 min. Rainfall intensity = 4.206(In /Hr) Program is now starting with Main Stream No. 2 is � J +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 29.000 to Point /Station 30.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 640.000(Ft.) Top (of initial area) elevation = 47.000(Ft.) Bottom (of initial area) elevation = 33.800(Ft.) Difference in elevation = 13.200(Ft.) Slope = ' 0.02063 s(percent)= 2.06 TC = k(0.480) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 13.830 min. Rainfall intensity = 3.748(In /Hr) for a 100.0 year storm SINGLE FAMILY (1 Acre Lot) Runoff Coefficient = 0.743 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.800; Impervious fraction = 0.200 Initial subarea runoff = 1.893(CFS) Total initial stream area = 0.680(Ac.) Pervious area fraction = 0.800 9 • r � U +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 30.000 to Point /Station 32.100 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 26.800(Ft.) Downstream point /station elevation = 24.300(Ft.) Pipe length = 36.90(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 1.893(CFS) Nearest computed pipe diameter = 6.00(In.) Calculated individual pipe flow = 1.893(CFS) Normal flow depth in pipe = 4.44(In.) Flow top width inside pipe = 5.26(In.) Critical depth could not be calculated. Pipe flow velocity = 12.16(Ft /s) Travel time through pipe = 0.05 min. Time of concentration (TC) = 13.88 min. I * +++++++++++++++++++++++++++++++++...... .... +. + + + + + + + + +...... + + + + + + + + ++ Process from Point /Station 30.000 to Point /Station 32.100 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 1 Stream flow area = 0.680(Ac.) Runoff from this stream = 1.893(CFS) Time of concentration = 13.88 min. Rainfall intensity = 3.740(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 31.000 to Point /Station 32.000• * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 650.000(Ft.) Top (of initial area) elevation = 47.000(Ft.) Bottom (of initial area) elevation = 33.800(Ft.) Difference in elevation = 13.200(Ft.) Slope = 0.02031 s(percent)= 2.03 TC = k( 0.480) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 13.960 min. Rainfall intensity = 3.728(In /Hr) for a 100.0 year storm SINGLE FAMILY (1 Acre Lot) Runoff Coefficient = 0.742 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0..800; Impervious fraction 0.200 Initial subarea runoff = 1.991(CFS) Total initial stream area = 0.720(Ac.) Pervious area fraction = 0.800 4) . . 64 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 32.000 to Point /Station 32.100 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 26.800(Ft.) Downstream point /station elevation = 24.300(Ft.) Pipe length = 28.10(Ft..) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 1.991(CFS) Nearest computed pipe diameter = 6.00(In.) Calculated individual pipe flow = 1.991(CFS) Normal flow depth in pipe = 4.15(In.) Flow top width inside pipe = 5.54(In.) Critical depth could not be calculated. Pipe flow velocity = 13.75(Ft /s) Travel time through pipe = 0.03 min. Time of concentration (TC) = 13.99 min. • 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 32.000 to Point /Station 32.100 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 2 Stream flow area = 0.720(Ac.) Runoff from this stream = 1.991(CFS) Time of concentration = 13.99 min. Rainfall intensity = 3.722(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 1.893 2 1.991 Largest stream fl Qp = 1.991 + Qb 1.893 Qp = 3.875 13.88 3.740 13.99 3.722 ow has longer time of concentration sum of Ia /Ib 0.995 = 1.884 Total of 2 streams to confluence: Flow rates before confluence point: 1.893 1.991 Area of streams before confluence: 0.680 0.720 Results of confluence: Total flow rate = 3.875(CFS) Time of concentration = 13.994 min. Effective stream area after confluence = 1.400(Ac.) G +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 32.100 to Point /Station 28.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** , Upstream point /station elevation = 24.300(Ft.) Downstream point /station elevation = 17.300(Ft.) Pipe length = 1.11.70(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 3.875(CFS) Nearest computed pipe diameter = 9.00(In.) Calculated individual pipe flow = 3.875(CFS) Normal flow depth in pipe = 5.27(In.) Flow top width inside pipe = 8.87(In.) Critical depth could not be calculated. Pipe flow velocity = 14.40(Ft /s) Travel time through pipe = 0.13 min. Time of concentration (TC) = 14.12 min. • LJ v7 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 32.100 to Point /Station 28.000 * * ** CONFLUENCE OF MAIN STREAMS * * ** The following data inside Main Stream is listed: In Main Stream number: 2 Stream flow area = 1.400(Ac.) Runoff from this stream = 3.875(CFS) Time of concentration = 14.12 min. Rainfall intensity = 3.702(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 6.619 -- 11.34 4.206 2 3.875 14.12 3.702 Largest stream flow has longer or shorter time of concentration Qp = 6.619 + sum of Qa Tb /Ta 3.875 * 0.803 = 3.110 Qp = 9.729 Total of 2 main streams to confluence: Flow.rates before confluence point: 6.619 3.875 Area of streams before conf "luence: 2.010 1.400 Results of confluence: Total flow rate = 9.729(CFS) Time of concentration = 11.335 min. Effective stream area after confluence = 3.410(Ac.) 0 V. t +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + ++ Process from Point /Station 28.000 to Point /Station 25.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 17.300(Ft.) Downstream point /station elevation = 12.800(Ft.) Pipe length = 183.50(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 9.729(CFS) Nearest computed pipe diameter = 15.00(In.) Calculated individual pipe flow = 9.729(CFS) Normal flow depth in pipe = 8.95(In.) Flow top width inside pipe = 14.72(In.) Critical Depth = 14.12(In.) Pipe flow velocity = 12.75(Ft /s) Travel time through pipe = 0.24 min. Time of concentration (TC) = 11.58 min. L h 9-Ab It C o / &1 eIVIR'7 • 0 0 Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 12106106 File:C31681PHASE4.out ------------------------------=----------------------------------------- 100 -YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN TD DESERT DEV, CITY OF LPG QUINTA, CALIFORNIA FIDE: C31681PHASEC OUT ------------------------------------------------------------------------ ********* Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file Program License Serial Number 4070 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity- duration curves data (Plate D -4.1) For the ( Cathedral City ] area used. 10 year storm 10 minute intensity = 2.770(In /Hr) 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 33.000 to Point /Station 34.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 806.000(Ft.) Top (of initial area) elevation = 44.800(Ft.) Bottom (of initial area) elevation = 38.300(Ft.) Difference in elevation = 6.500(Ft.) Slope = 0.00806 s(percent)= 0.81 TC = k(0.390) *[(length^3) /(elevation change)]"0.2 Initial area time of concentration = 14.869 min. Rainfall intensity = 3.594(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient.= 0.798 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 12..452(CFS) Total initial stream area = 4.340(Ac.) Pervious area fraction = 0.500 0 r-1 • .+++++++++++++++*++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 34.000 to Point /Station 35.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 34.700(Ft.) Downstream point /station elevation 22.400 (Ft.) Pipe length = 173.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 12.452(CFS) Nearest computed pipe diameter = 12.00(In.) Calculated individual pipe flow = 12.452(CFS) Normal flow depth in pipe = 8.96(In.) Flow top width inside pipe = 10.43(In.) Critical depth could not be calculated. Pipe flow velocity = 19.79(Ft /s) Travel time through pipe = 0.15 min. Time of concentration (TC) = 15.01 min. End of computations, total study area = 4.34 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.500 Area averaged RI index number = 56.0 G 1 Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 12/06/06 File:D31681PHASE4.out ------------------------------------------------------------------ - - - - -- 100 -YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: D31681PRASE4.OUT ------------------------------------------------------------------------ ********* Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file Program License Serial Number 4070 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity - duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. 10 year storm 10 minute intensity = 2.770(I -n /Hr) 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 36.000 to Point /Station 37.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 600.000(Ft.) Top (of initial area) elevation = 43.000(Ft.) Bottom (of initial area) elevation = 38.760(Ft.) Difference in elevation = 4.240(Ft.) Slope = 0.00707 s(percent)= 0.71 TC = k(0.390) *[(length "3) /(elevation change) ].A0.2 Initial area time of concentration = 13.5.67 min. Rainfall intensity = 3.790(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.803 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction 0.500; Impervious fraction = 0.500 Initial subarea runoff = 7.877(CFS) Total initial stream area = 2.590(Ac.) Pervious area fraction = 0.500 0 • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point/Station 37.000 to Point /Station 38.000 * * ** IRREGULAR CHANNEL FLOW TRAVEL TIME * * ** Estimated mean flow rate at midpoint of channel = 11.862(CFS) Depth of flow = 0.536(Ft.), Average velocity = 2.265(Ft/s) * * * * * ** Irregular Channel Data * * * * * * * * * ** ----------------------------------------------------------------- Information entered for subchannel number 1 : Point number 'X' coordinate 'Y' coordinate 1 0.00 0.65 2 13.00 0.39 3 24.00 0.17 4 25.00 0.00 5 26.00 0.25 6 36.00 0.65 Manning's 'N' friction factor = 0.017 ----------------------------------------------------------------- Sub- Channel flow = 11.862(CFS) ' ' flow top width = 27.459(Ft.) velocity= 2.265(Ft/s) area = 5.237(Sq.Ft) Froude number = 0.914 Upstream point elevation = 38.760 {Ft.) Downstream point elevation = 35.540(Ft.) Flow length = 525.000(Ft.) Travel time = 3.86 min. Time -of concentration = 17.43 min. Depth of flow = 0.536(Ft.) Average velocity = 2.265(Ft/s) Total irtegulat channel flow = 11.862(CFS) Irregular channel normal depth above invert elev. = 0.536(Ft.) Average velocity of channel(s) = 2.265(Ft/s) Adding area flow to channel SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.791 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.5.00; Impervious fraction = 0.500 Rainfall intensity = 3.277(In /Hr) for a 100.0 year storm Subarea runoff = 7.880(CFS) for 3.040(Ac.) Total runoff = 15.758(CFS) Total area = 5.630(Ac.) Depth of flow = 0.579(Ft.), Average velocity = 2.427(Ft/s) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + +...... + + + + + + + + ++ Process from Point /Station 38.000 to Point /Station 39.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 30.170(Ft.) Downstream point /.station elevation = 14.000(Ft.) Pipe length = 429.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required .pipe flow = 15.758(CFS) Nearest computed pipe diameter = 15.00(In.) Calculated individual pipe flow = 15.758(CFS) Normal flow depth in pipe = 10.82(In.) Flow top width inside pipe = 13.45(In.) Critical depth could not be calculated. Pipe flow velocity = 16.63(Ft /s) Travel time through pipe = 0.43 min. Time of concentration (TC) = 17.86 min. End of computations, total study area = 5.63 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.500 Area averaged RI index number = 56.0 17 • Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 . - 2004 Version 7.0 Rational Hydrology Study Date: 12/06/06 File:E31681PHASE4.out ------------------------------------------------------------------------ 100 -YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN * *,t E1,E2 &. E3 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: E31681PHASE4.OUT -------------=---------------------------------------------------------- ********* Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data'file Program License Serial Number 4070 --------7--------------------------------------------------------------- Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ) area used._ 10 year storm 10 minute intensity = 2.77'0(In /Hr) 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 t ��a +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 40.000 to Point /Station 41.000 * ** *•INITIAL AREA EVALUATION * * ** Initial area flow distance = 988.000(Ft.) Top (of initial area) elevation = 48.000(Ft.) Bottom (of initial area) elevation = 35.160(Ft.) Difference in elevation = 12.840(Ft.) Slope = 0.03300 s(percent)= 1.30 TC = k(0.390) *[(length^3) /(elevation change)1"0.2 Initial area time of concentration = 14.662 min. Rainfall intensity = 3.623(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.799 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 15.690(CFS) Total initial stream area = 5.420(Ac.) Pervious area fraction = 0.500 • • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 40.000 to Point /Station 41.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 5.420(Ac.) Runoff from this stream = 15.6.90(CFS) Time of concentration = 14.66 min. Rainfall intensity = 3.623(In /Hr) • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 42.000 to Point /Station 41.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 593.000(Ft.) Top (of initial area) elevation = 39.700(Ft.) Bottom (of initial area) elevation = 35.160(Ft.) Difference in elevation = 4.540(Ft.) Slope = 0.00766 s(percent)= 0.77 TC = k(0 .390) *[(length'3) /(elevation change))^0.2 Initial area time of concentration = 13.289 min. Rainfall intensity = 3.836(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre-Lot) Runoff Coefficient = 0.803 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction 0.500 Initial subarea runoff = 8.043(CFS) Total initial stream area = 2.610(Ac.) Pervious area fraction = 0.500 • �'I • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 42.000 to Point /Station 41.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 2.610(Ac.) Runoff from this stream = 8.043(CFS) Time of concentration = 13.29 min. Rainfall intensity = 3.836(In /Hr) n • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 43.000 to Point /Station 44.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 548.000(Ft.) Top (of initial area) elevation = 47.900(Ft.) Bottom (of initial area) elevation 43..300(Ft.) Difference in elevation = 4.600(Ft.) Slope = 0.00839 s(percent)= 0.84 TC = k(0.300) *[(length^3) /(elevation change)]"0.2 Initial area time of concentration = 9.724 min. Rainfall intensity = 4.597(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.883 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 16.812(CFS) Total initial stream area = 4..140(Ac.) Pervious area fraction = 0.100 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 44.000 to Point /Station 41.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 38.700(Ft.) Downstream point /station elevation = 28.600(Ft.) Pipe length = 365.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 16.812(CFS) Nearest computed pipe diameter = 18.00(In.) Calculated individual pipe flow = 16.812(CFS) Normal flow depth in pipe = 10.73(In.) Flow top width inside pipe = 17.66(In.) Critical depth could not be calculated. Pipe flow velocity = 15.29(Ft /s) Travel time through pipe = 0.40 min. Time of concentration (TC) = 10.12 min. 0 • � 8¢ • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 44.000 to Point /Station 41.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 3 Stream flow area = 4.140(Ac.) Runoff from this stream = 16.812(CFS) Time of concentration = 10.12 min. Rainfall intensity = 4.492(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 15.690 14.66 3.623 2 8.043 13.29 3.836 3 16.812 10.12 4.492 Largest stream flow has longer or shorter time of concentration Qp = 16.812 + sum of Qa Tb /Ta 15.690 * 0.690 = 10.831 Qa Tb /Ta 8.043 * 0.762 = 6.126 Qp = 33.769 Total of 3 streams to confluence: Flow rates before confluence point: 15.690 8.043 16.812 Area of streams before confluence: 5.420 2.610 4.140 Results of confluence: Total flow rate = 33.769(CFS) Time of concentration'= 10.122 min. Effective stream area after confluence = 12.170(Ac.) t w .J +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 41.000 to Point /Station 41.100 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 28.600(Ft.) Downstream point /station elevation = 24.000(Ft.) Pipe length = 215.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 33.769(CFS) Nearest computed pipe diameter 21.00(In.) Calculated-individual pipe flow = 33.769(CFS) Normal flow depth in pipe = 17.39(In.) Flow top width inside pipe = 15.85(In.) Critical depth could not be calculated. Pipe flow velocity = 15.86(Ft /s) Travel time through pipe = 0.23 min. Time of concentration (TC) = 10.35 min. End of computations, total study area = 12.17 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.364. Area averaged RI index number = 56.0 • • UP Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 11/22/06 Fiie:f31681phase4.out ------------------------------------------------------------------------ 100 -YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN * * * * * * ** AREA F1, F2, F3 & F4 * * * ** * ** TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: F31681PHASE4.OUT ------------------------------------------------------------------------ * * * * * * * ** Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file Program License Serial Number 4070 ------------------------------------------------------------------------ Ra•tional Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 • Standard in- tensity- duration curves data (Plate D -4.1) For the [ Cathedral City j area used. 10 year storm 10 minute intensity = 2.770(In /Hr) 10 year storm 6.0 minute intensity = 0.980(In /Hr) 100 year .storm 10 minute intensity = 4.520(In /Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 4� 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 45.000 to Point /Station 46.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 950.000(Ft.) Top (of initial area) elevation = 67.100(Ft.) Bottom (of initial area) elevation = 52.900(Ft.) Difference in elevation = 14.200(Ft.) Slope = 0.01495 s(percent)= 1.49 TC = k(0.300) *[(length'3) /(elevation change)]^0.2 Initial area time of concentration = 10.797 min. Rainfall intensity = 4.326(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.882 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 5.918(CFS) Total initial stream area = 1.550(Ac.) Pervious area fraction = 0.100 C7 ly (-� • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 46.000 to Point /Station 47.000 * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * ** Top of street segment elevation = 52.900(Ft.) End of street segment elevation = 43.400(Ft.) Length of street segment = 720.000(Ft.) Height of curb above gutter flowline = 8.0(In.) Width of half street (curb to crown) = 38.000(Ft.) Distance from crown to crossfall grade break = 20.000(Ft.) Slope from.gutter to grade break (v /hz) = 0.020 Slope from grade break to crown (v /hz) = 0.020 Street flow is on (1]. side(s) of the street Distance from curb to property line = 12.000(Ft.) Slope from curb to property line (v /hz) = 0.020 Gutter width = 2.000(Ft.) Gutter hike from flowline = 2.000(In.) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 7.780(CFS) Depth of flow = 0.42.4(Ft.), Average velocity = 3.320(Ft /s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 14.888(F.t.) • Flow velocity = 3.32(Ft /s) Travel time = 3.61 min. TC = 14.41 min. Adding area flow to street COMMERCIAL subarea type Runoff Coefficient = 0.880 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious.area fraction = 0..100; Impervious fraction = 0.900 Rainfall intensity = 3.659(In /Hr) for a 100.0 year .storm Subarea runoff = 3.639(CFS) for 1.130(Ac.) Total runoff = 9.557(CFS) Total area = 2.680(Ac, Street flow at end of street = 9.557(CFS) Half street flow at end of street = 9.557(CFS) Depth of flow .= 0.450(Ft.), Average velocity = 3.486(Ft/s) Flow width (from curb towards crown)= 16.170(Ft.) 40 0 61j; p L L f♦�� . �. jj_j iJa'o7g� l J jo- C412 am* K,000:w- ----- ---- - e. . 741 37tl0S 31V0 A8 03 )103H0 31V0 A9 03ivin01V0 —30 'ON 133HS sor £SIO-698 (606) XV A /-gZ8 °tF08 (606) 0Tt,Z6 VfINHOAIIV/O 'ONIQ2 M838 NVS IGa4S WE '3 601 SMI RM 13NOSM SOMCO M r� U {.+......... . + + + + + +{....................... .+ + + + + + + + + + +. + + + + + + + +. t + + + + ++ Process from Point /Station 47.000 to Point /Station 47.000 * * ** USER DEFINED FLOW INFORMATION. AT A POINT * * ** Rainfall intensity = 3.652(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.880 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 5.6.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 User specified values are as follows: TC = 14.46 min. Rain intensity = 3.65(In /Hr) Total area = 2.50(Ac.) Total runoff = •8.80(CFS) • 0 - 411 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 47.000 to Point /Station 48.0.00 * * ** PIPEFLOW TRAVEL,TIME (Program estimated size) * * ** Upstream point /station elevation = 38.590(Ft.) Downstream point /station elevation = 29.390(Ft.) Pipe length = 87.00(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 8.800(CFS) Nearest computed pipe diameter 12.00(In.) Calculated individual pipe flow = 8.800(CFS) Normal flow depth in pipe = 7.83(In.) Flow top width inside pipe = 11.43(In.) Critical depth could not be calculated. Pipe flow velocity = 16.23(Ft /s) Travel time through pipe = 0.09 min. Time of concentration (TC) = 14.55 min. L= l�J +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 46.000 to Point /Station 47.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: Stream flow area = 2 Runoff from this stream = Time of concentration = Rainfall intensity = 0 1 in normal stream number 1 .500(Ac.) 8.800(CFS) 14.55 min. 3.639(In /Hr) Y� I� L J +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 49.000 to Point /Station 48.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 764.000(Ft.) Top (of initial area) elevation = 41.600(Ft.) Bottom (of initial area) elevation = 35.600(Ft.) Difference in elevation = 6.000(Ft.) Slope = 0.00785 s(percent)= 0.79 TC = k(0.390) *[(1_ength"3) /(elevation change))"0.2 Initial area time of concentration = 14.632 min. Rainfall intensity = 3.627(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.799 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1..000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 6.986(CFS) Total initial stream area = 2.410(Ac.) Pervious area fraction = 0.500 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 49.000 to Point /Station 48.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 2.410(Ac.) Runoff from this stream = 6.986(CFS) Time of concentration = 14.63 min. Rainfall intensity = 3.627(In /Hr)' I• 0 • �l +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 50.000 to Point /Station 48.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 438.000(Ft.) Top (of initial area) elevation = 3.9.700(Ft.) Bottom (of initial area) elevation = 35.600(Ft.) Difference in elevation = 4.100(Ft.) Slope = 0.00936 s(percent)= 0.94 TC = k(0.390) *[(length"3) /(elevation change)1^0.2 Initial area time of concentration = 11.308 min. Rainfall intensity = 4.212(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.810 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 5.700(CFS) . Total initial stream area = 1.670(Ac.) Pervious area fraction = 0.500 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 50.000 to Point /Station 48.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream.number: 1 in normal stream number 3 Stream flow area = 1.670(Ac.) Runoff from this stream.= 5.700(CFS) Time of concentration = 11.31 min. Rainfall intensity = 4.212(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 8.800 14.55 3.639 2 6.986 14.63 3.627 3 5.700 11.31 4.212 Largest stream flow has longer or shorter time of concentration Qp = 8.800 + sum of Qa Tb /Ta 6.986 * 0.994 = 6.947 Qb Ia /Ib 5.700 * 0.864 = 4.925 Qp = 20.672 Total of 3 streams to confluence: Flow rates before.confluence point: 8.800 6.986 5.700 Area of streams before confluence: 2.500 2.410 1.670 Results of confluence: Total flow rate = 20.672(CFS) Time of concentration = 14.549 min. Effective stream area after confluence = 6.580 (Ac.) Nara 6' F 0 ++++++++++ + + + + + + + + + + + + + + + + + + + + +tt + + +..... + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 48.000 to Point /Station 51.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 29.390(Ft.) Downstream point /station elevation = 24.820(Ft.) Pipe length = 234.85(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 20.672(CFS) Nearest computed pipe diameter = 18.00(In.) Calculated individual pipe flow = 20.672(CFS) Normal flow depth in pipe = 14.39(In.) Flow top width inside pipe = 14.41(In.) Critical depth could not be calculated. Pipe flow velocity = 13.65(Ft /s) Travel time through pipe = 0.29 min. Time of concentration (TC) = 14.84 min. End of computations, total study area = 9.26 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.276 Area averaged RI index number = 56.0 Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 12/06/06 File:G31681PHASE4.out ------------------------------------------------------------------------ 100—YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN TD DESERET DEV, CITY OF LA QUIN.TA CALIFORNIA . FILE: G31681PHASE4.OUT ------------------------------------------------------------------------ ********* Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file Program License Serial Number 4070 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. 10 year storm 10 minute intensity = 2.770(In /Hr) 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /'Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 1j 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 52.000 to Point /Station 53.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 418.000(Ft.) Top (of initial area) elevation = 42.400(Ft.) Bottom (of initial area) elevation = 39.700(Ft.) Difference in elevation = 2.700(Ft.) Slope = 0.00646 s(percent)= 0.65 TC = k(0.390) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 11.954 min. Rainfall intensity = 4.078(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.808 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 7.975(CFS) Total initial stream area = 2.420(Ac.) Pervious area fraction = 0.500 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 53.000 to Point /Station 54.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 34.480(Ft.) Downstream point /station elevation = 10.100(Ft.) Pipe length = 584.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 7.975(CFS) Nearest computed pipe diameter = 12.00(In.) Calculated individual pipe flow = 7.975(CFS) Normal flow depth in pipe = 7.82(In.) Flow top width inside pipe = 11.44(In.) Critical depth could not be calculated. Pipe flow velocity = 14.73(Ft /s) Travel time through pipe =. 0.66 min. Time of concentration (TC) = 12.61 min. End of computations, total study area 2.42 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.500 Area averaged RI index number = 56.0 • is o4' Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 12/06/06 File:h3168lphase4.out ------------------------------------------------------------------------ 100—YR STORM ANALYSIS ANDALUSIA AT CORAL. MOUNTAIN H1 TD DESERT'DEV, CITY OF LA QUINTA, CALIFORNIA FIDE: H31681PHASE4.OUT ------------------------------------------------------------------------ ********* Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file ------------------------------------------------------------------- - - - - -- Program License Serial Number 4070 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. 10 year storm 10 minute intensity = 2.770(In /Hr) 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 .0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point/Station 55.000 to Point /Station 56.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 718.000(Ft.) Top (of initial area) elevation = 43.500(Ft.) Bottom (of initial area) elevation = 38.470(Ft.) Difference in elevation = 5.030(Ft.) Slope = 0.00701 s(percent)= 0.70 TC = k• (0.390) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 14.602 min. Rainfall intensity = 3.631(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.799 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 9.723(CFS) Total initial stream area = 3.350(Ac.) Pervious area fraction = 0.500 • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 56.000 to Point /Station 56.100 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 33.200(Ft.) Downstream point /station elevation = 28.000(Ft.) Pipe length = 364.13(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 9.723(CFS) Nearest computed pipe diameter = 15.00(In.) Calculated individual pipe flow = 9.723(CFS) Normal flow depth in pipe = 10.84(In.) Flow top width inside pipe = 13.43(In.) Critical Depth = 14.12(In.) Pipe flow velocity = 10.24(Ft /s) Travel time through pipe = 0.59 min. Time of concentration (TC) = 15.20 min. End of computations, total study area = 3.35 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.500 Area averaged RI index number = 56.0 • Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 11/27/06 File:I31681PHASE4.out ------------------------------------------------------------------------ 100- YR.STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN . * ** I1, 12, I3 & 14 ** TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: I31681PHASE4.OUT ------------------------------------------------------------------------ ********* Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file Program License Serial Number 4070 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 • Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. 10 year storm 10 minute intensity = 2.770(In /Hr) 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /Hr) 100'year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 's tf r� U +++++++++++++++++++++++++++++++++++++++++++ + + + + + +.}.}......{. + + + + + + + + + + ++ Process from Point /Station 47.000 to Point /Station 47.000 * * ** USER DEFINED FLOW INFORMATION AT A POINT * * ** Rainfall intensity = 3.652(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.880 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 User specified values are as follows: TC = 14.46 min. Rain intensity = 3.65(In /Hr) Total area = 0.20(Ac.) Total runoff = 0.80(CFS) r� ` ff r'�PrfUi %" 9 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 47.000 to-Point/Station 57.000 * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * ** Top of street segment elevation = 43.400(Ft.) End of street segment elevation = 36.100(Ft.) Length of street segment = 700.000(Ft.) Height of curb above gutter flowline = 8.0(In.) Width of half street (curb to crown) = 38.000(Ft.) Distance from crown to crossfall grade break = 10.000(Ft.) Slope from gutter to grade break (v /hz) = 0.020 Slope from grade break to crown (v /hz) = 0.020 Street flow is on (1) side(s) of the street Distance from curb to property line = 12.000(Ft.) Slope from curb to property line (v /hz) = 0.020 Gutter width = 2.000(Ft.) Gutter hike from flowline = 2.000(In.) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 2.528(CFS) Depth of flow = 0.32.2(Ft.), Average velocity = 2.347(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 9.750(Ft.) Flow velocity = 2.35(Ft /s) • Travel time = 4.97 min. TC = 19.43 min. Adding area flow to street COMMERCIAL subarea type Runoff Coefficient = 0.877 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction Rainfall intensity = 3.077(In /Hr) for a 100.0 Subarea runoff = 3.401(CFS) for 1.260(Ac.) Total runoff = 4.201(CFS) Total area = Street flow at end of street = 4.201(CFS) Half street flow at end of street = 4.201(CFS) Depth of flow = 0.369(Ft.), Average velocity = 2 Flow width (from curb towards crown)= 12.129(Ft.) = 0.900 year storm 1.460(Ac.). 629(Ft /s) A-12/'~� 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 57.000 to Point /Station 58.000 * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW.ADDITION * * ** Top of street segment elevation = 36.100(Ft.) End of street segment elevation = 32.100(Ft.) Length of street segment = 656.000(Ft.) Height of curb above gutter flowline = 8.0(In.) Width of half street (curb to crown) = 38.000(Ft.) Distance from crown to crossfall grade break 18.000(Ft.) Slope from gutter to grade break (v /hz) = 0.020 Slope from grade break to crown (v /hz) = 0.020 Street flow is on (1] side(s) of the street Distance from curb to property line = 12.000(Ft.) Slope from curb to property line (v /hz) = 0.020 Gutter width = 2.000(Ft.) Gutter hike from flowline = 2.000(In.) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 5.796(CFS) Depth of flow = 0.436(Ft.), Average velocity = 2.307(Ft /s). Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 15.448(Ft.) Flow velocity = 2.31(Ft /s) • Travel time = 4.74 min. TC = 24.17 min. Adding area flow to street COMMERCIAL subarea type Runoff Coefficient = 0.875 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Rainfall intensity = 2.711(In /Hr) for a 100.0 year storm Subarea runoff = 3.1.07(CFS) for 1.310(Ac.) Total runoff = 7.308(CFS) Total area = 2.770(Ac.) Street flow at end of street = 7.308(CFS) Half street flow at end of .street = 7.308(CFS) Depth of flow = 0.466(Ft.), Average velocity = 2.437(Ft/s) Flow width (from curb towards crown)= 16.947(Ft.) 1sU®VIiOG E9@I117INEERONG JOB 109 E. 3rd Street SHEET MO. OF SAN BERNARDINO, CALIFORNIA 92410 (909) 884-8217 CALCULATED BY DATE FAX (909) 839 -0153 CHECKED BY DATE SCALE i G y.. 40f". yc�,- ... -_- .c54 • 9 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 58.000 to Point /Station 58.000 * * ** USER DEFINED FLOW INFORMATION AT A POINT * * ** Rainfall intensity = 2.711(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.875 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 User specified values are as follows: TC = 24.17 min. Rain intensity = 2.71(In /Hr) Total area = 2.32(Ac.) Total runoff = 5.90(CFS) • • C7 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 58.000 to Point /Station 59.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 27.750(Ft.) Downstream point /station elevation = 25.440(Ft.) Pipe length = 86.07(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 5.900(CFS) Nearest computed pipe diameter = 15.00(In.) Calculated individual pipe flow = 5.900(CFS) Normal .flow depth in pipe = 8.00(In.) Flow top width,inside pipe = 14.97(In.) Critical Depth = 11.79(In.) Pipe flow velocity = 8.86(Ft /s) Travel time through pipe = 0.16 min. Time of concentration (TC) = 24.33 min. • h J 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 58.000 to Point /Station 59.000 Stream flow area = 2.320(Ac.) Runoff from this stream = 5.900(CFS) Time of concentration = 2.4.33 min. Rainfall intensity = 2.701(In /Hr) • �, y 0 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 60.000 to Point /Station 59.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 725.000(Ft.) Top (of initial area) elevation = 39.830(Ft.) Bottom .(of initial area) elevation = 32.420(Ft.) Difference in elevation = 7.410(Ft.) Slope = 0.01022 s(percent)= 1.02 TC = k (0.390) *[(length^3) /(elevation change))°0.2 Initial area time of concentration = 13.593 min. Rainfall intensity = 3.786(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.802 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 7.655(CFS) Total initial stream area = 2.520(Ac.) Pervious area fraction = 0.500 • 0 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 60.000 to Point /Station 59.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 2.520(Ac.) Runoff from this stream = 7.655(CFS) Time of concentration = 13.59 min. Rainfall intensity = 3.786(In /Hr) r ++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +, Process from Point /Station 61.000 to Point /Station 59.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 400.000(Ft.) Top (of initial area) elevation = 36.400(Ft.) Bottom (of initial area) elevation = 32.420(Ft.) Difference in elevation = 3.980(Ft.) Slope = 0..00995 s(percent)= 0.99 TC = k (0.390) *[(length "3) /(elevation change)]'0.2 Initial area time of concentration = 10.773 min.. Rainfall intensity = 4.332(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.812 Decimal fraction soil group A = 0.000 Decimal fraction soil group B 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 4.258(CFS) Total initial stream area = 1.210(Ac.) Pervious area fraction = 0.500 0 • • 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 61.000 to Point /Station 59.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 3 Stream.flow area = 1.210(Ac.) Runoff from this stream = 4.258(CFS) Time of concentration = 10.77 min. Rainfall intensity = 4.332(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 5.900 24.33 2.701 2 7.655 13.59 3.786 3 4.258 10.77 4.332 Largest stream flow has longer or shorter time of concentration Qp = 7.655 + sum of Qa Tb /Ta 5.900 * 0.559 = 3.296 Qb Ia /Ib 4.258 * 0.874 = 3.721 Qp = 14.672 Total of 3 streams to confluence: Flow rates before confluence point: 5.900 7.655 4.258 Area of streams before confluence.: 2.320 2.520 1.210 Results of confluence: Total flow rate = 14.672(CFS) Time of concentration = 13.593 min. Effective stream area after confluence = 6.050(Ac.) • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 59.000 to Point /Station 62.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 25.440(Ft.) Downstream point /station elevation = 22.990(Ft.) Pipe length = 187.86(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 14.672(CFS) Nearest computed pipe diameter = 18.00(In.) Calculated individual pipe flow = 14.672(CFS) Normal flow depth in pipe = 12.70(In.) Flow top width inside pipe = 16.41(In.) Critical Depth = 16.78(In.) Pipe flow velocity = 11.00.(Ft /s) Travel time through pipe = 0.28 min. Time of concentration (TC) = 13.88 min. End of computations, total study area = 8.82 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.269 Area averaged RI index number = 56.0 • iR d Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 12/06/06 File:J31681PHASE4.out ------------------------------------------------------------------------ 100 —YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: J31681PHASE4.OUT ------------------------------------------------------------------------ * * * * * * * ** Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file Program License Serial Number 4070 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. 10 year storm 10 minute intensity = 2.770(In /Hr} 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 63.000 to Point /Station 64.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 358.000(Ft.) Top (of initial area) elevation = 36.400(Ft.) Bottom (of initial area) elevation = 32.670(Ft.) Difference in elevation = 3.730(Ft.) Slope = 0.01042 s(percent)= 1.04 TC = k(0.390) *[(length ^3) /(elevation change)] ^0.2 Initial area time of concentration = 10.211 min. Rainfall intensity = 4.469(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.815 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal,fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 6.880(CFS) Total initial stream area = 1.890(Ac.) Pervious area fraction = 0.500 0 • +++++++++++++++++++++++++++++ t++ t+tt+++ t +t + + + + + +f + + + + + + + + +t + + +t + + + + + ++ Process from Point /Station 64.000 to Point /Station 65.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 27.400(Ft.) Downstream point /station elevation = 24.900(Ft.) Pipe length = 212.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 6.880(CFS) Nearest computed pipe diameter = 15.00(In.) Calculated individual pipe flow = 6.880(CFS) Normal flow depth.in pipe = 9.06(In.) Flow top width inside pipe = 14.67(In.) Critical Depth = 12.62(In.) Pipe flow velocity = 8.87(Ft /s) Travel time through pipe = 0.40 min. Time of concentration (TC) = 10.61 min. End of computations, total study area = 1.89 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.500 Area averaged RI index number = 56.0 • Riverside County Rational Hydrology Program l CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 Rational Hydrology Study Date: 12/07/06 File:k31681phase4.out ------------------------------------------------------------------------ 100 -YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN AREA K1.,K2,K3,K4,K5,K6 & K7 * ** TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: K31681PHASE4.OUT ------------------------------------------------------------------------ * * * * * * * ** Hydrology Study Control Information * * * * * * * * ** English (in -1b) Units used in input data file Program License Serial Number 4070 ------------------------------------------------------------------------ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hydrology manual Storm event (year) = 100.00 Antecedent Moisture Condition = 2 Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. 10 year storm 10 minute intensity = 2.770(In /Hr) 10 year storm 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.520(In /Hr) 100 year storm 60 minute intensity = 1.600(In /Hr) Storm event year = 100.0 Calculated rainfall intensity data: 1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5800 1 /Z • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 58.000 to Point /Station 58.000 * * ** USER DEFINED FLOW INFORMATION AT A POINT * * ** Rainfall intensity = 2.711(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.875 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 User specified values are as follows: TC = 24.17 min. Rain intensity = 2.71(In /Hr) Total area = 0.45(Ac.) Total runoff = 1.40(CFS) • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 58.000 to Point /Station 66.000 * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * ** Top of street segment elevation = 32.100(Ft.) End of street segment elevation = 28.140(Ft.) Length of street segment = 1000.000(Ft.) Height of curb above gutter flowline = 8.0(In.) Width of half street (curb to crown) = 38.000(Ft.) Distance from crown to crossfall grade break 18.000(Ft.) Slope from gutter to grade break (v /hz) = 0.020 Slope from grade break to crown (v /hz) = 0.020 Street flow is on [1) side(s) of the street Distance from curb to property line = 12.000(Ft.) Slope from curb to property line (v /hz) = 0.020 Gutter width = 2.000(Ft.) Gutter hike from flowline = 2.000(In.) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 3.383(CFS) Depth of flow = 0.398(Ft.), Average velocity = 1.723(Ft /s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 13.551(Ft.) Flow velocity = 1.72(Ft /s) • Travel time = 9.67 min. TC = 33.84 min. Adding area flow to street COMMERCIAL subarea type Runoff Coefficient = 0.871 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Rainfall intensity = 2.230(In /Hr) for a 100.0 year storm Subarea runoff 3.886(CFS) for 2.000(Ac.) Total runoff = 5.286(CFS) Total area = 2.450(Ac, Street flow at end of street = 5.286(CFS) Half street flow at end of street = 5.286(CFS) Depth of flow = 0.451(Ft.), Average velocity = 1.914(Ft /s) Flow width (from curb towards crown)= 16.233(Ft.) fie 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 66.000 to Point /Station 67.000 * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * ** Top of street segment elevation = 28.140(Ft.) End of street segment elevation = 25.480(Ft.) Length of street segment 674.000(Ft.) Height of curb above gutter flowline 8.0(In.) Width of half street (curb to crown) = 38.0'00(Ft.) Distance from crown to crossfall grade break = 18.000(Ft.) Slope from gutter to grade break (v /hz) = 0.020 Slope from grade break to crown (v /hz) = 0,020 Street flow is on (1] side(s) of the street Distance from curb to property line = 12.000(Ft.) Slope from curb to property line (v /hz) = 0.020 Gutter width = 2.000(Ft.) Gutter hike from flowline = 2.000(In.) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 6.608(CFS) Depth of flow = 0..482(Ft.), Average velocity = 2.016(Ft /s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 17.751(Ft.) Flow velocity = 2..02(Ft /s) . Travel time = 5..57 min. TC = 39.41 min. Adding area flow to street COMMERCIAL subarea type Runoff Coefficient = 0.869 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Rainfall intensity = 2.042(In /Hr) for a 100.0 year storm Subarea runoff 2.574(CFS) for 1.450(Ac.) Total runoff = 7.860(CFS) Total area = 3.900(Ac.) Street flow at end of street = 7.860(CFS) Half street flow at.end of street = 7.860(CFS) Depth of flow = 0.507(Ft.), Average velocity = 2.102(Ft /s) Flow width (from curb towards crown)= 19.008(Ft.) • ��_ 4 Co� f � ,6 s s a -,+ +•I =J- ° %— a iab 4 "�qq �. ,,,eee��� 6W /'i%� Wit.: =' €1.,✓i�F •' d. r ,s ,ft : %j' ! ' ��,� � 4 L r . �tiv� Vi e2 -I/- v (9: W* - b r BIVOS 31V0 AS O3N33HO 31VO AS O31Vinowo —30 'ON 133HS £STO-689 (606) XV.J LIZ81788 (606) Oit,Z6 VIN80311H3 'ONIO8VN838 NVS IOWIS WE '3 601 SMON3 MOONS DU6l11M • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 67.000 to Point /Station 68.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 22.730(Ft.) Downstream point /station elevation = 22.300(Ft.) Pipe length = 85.56(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 7.860(CFS) Nearest computed pipe diameter = 21.00(In.) Calculated individual pipe flow 7.860(CFS) Normal flow depth in pipe = 12.94(In.) Flow top width inside pipe = 20.43(In.) Critical Depth = 12.47(In.) Pipe flow velocity = 5.05(Ft /s) Travel time through pipe = 0.28 min. Time of concentration (TC) = 39.70 min. • FS • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 67.000 to Point /Station 68.000 * * ** CONFLUENCE OF MAIN STREAMS * * ** The following data inside Main Stream is listed: In Main Stream number: 1 Stream flow area = 3.900(Ac.) Runoff from this stream = 7.860(CFS) Time of concentration = 39.70 min. Rainfall intensity = 2.033(In /Hr) Program is now starting with Main Stream No. 2 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 67.000 to Point /Station 69.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 517.000(Ft.) Top (of initial area) elevation = 25.480(Ft.) Bottom (of initial area) elevation = 23.120(Ft.) Difference in elevation = 2.360(Ft.) Slope = 0.00456 s(percent)= 0.46 TC = k(0.300) *[(length"3) /(elevation change)]"0.2 Initial area time of concentration = 10.731 min. Rainfall intensity = 4.342(In /Hr) for a 100.0 year storm COMMERCIAL subarea type Runoff Coefficient = 0.883 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious fraction = 0.900 Initial subarea runoff = 3.832(CFS) Total initial stream area = 1.000(Ac.) Pervious area fraction = 0.100 • 109 E. Third St. San Bernardino, CA 92410 • Ph. 909 - 884.8217 Fax 909 -889 -0153 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 69.000 to Point /Station 70.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 19.210(Ft.) Downstream point /station elevation = 18.500(Ft.) Pipe length = 29.39(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 3.832(CFS) Nearest computed pipe diameter = 12.00(In.) Calculated individual pipe flow = 3.832(CFS) Normal flow depth in pipe = 7.34(In.) Flow top width inside pipe = 11.70(In.) Critical Depth = 9.98(In.) Pipe flow velocity = 7.61(Ft /s) Travel time through pipe = 0.06 min. Time of concentration (TC) = 10.80 min. • Process from Point /Station 69.000 to Point /Station 70.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 1 Stream flow area = 1.000(Ac.) Runoff from this stream = 3.832(CFS) Time of concentration = 10.80 min. Rainfall intensity = 4.327(In/Hr) • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 71.000 to Point /Station 72.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 718.000(Ft.) Top (of initial area) elevation = 26.570(Ft.) Bottom (of initial area) elevation = 23.150(Ft.) Difference in elevation = 3.420(Ft.) Slope = 0.00476 s(percent)= 0.48 TC = k (0.3.00) * Hlength'3) / (elevation change) ]A0 .2 Initial area time of concentration = 12.134 min. Rainfall intensity = 4.043(In /Hr) for a 100. COMMERCIAL subarea type Runoff Coefficient = 0.881 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.100; Impervious Initial subarea runoff = 5.667(CFS) Total initial stream area = 1.5.90(Ac Pervious area fraction = 0.100 0 year storm fraction = 0.900 • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 72.000 to Point /Station 70.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 19.230(Ft.) Downstream point /station elevation = 18.500(Ft.) Pipe length = 29.43(F:t.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 5.667(CFS) Nearest computed pipe diameter 15.00(In.) Calculated individual pipe flow = 5.667(CFS) Normal flow depth in pipe = 8.00(In.) Flow top width inside pipe = 14.97(In.) Critical Depth = 11.57(In.) Pipe flow velocity = 8.52(Ft /s) Travel time through pipe = 0.06 min. Time of concentration (TC) = 12.19 min. s +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 72.000 to Point /Station 70.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 2 Stream flow area = 1.590(Ac.) Runoff from this stream = 5.667(CFS) Time of concentration = .12.19 min. Rainfall intensity = 4.032(In /Hr) �i • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 73.000 to Point /Station 70.000 * * ** INITIAL AREA EVALUATION: * * ** Initial area flow distance = 190.000(Ft.) Top (of initial area) elevation = 32.000(Ft.) Bottom (of initial area) elevation = 18.000(Ft.) Difference in elevation = 14.000(Ft.) Slope = 0.07368 s(percent)= 7.37 TC = k(0.940) *[(length"3)/(elevation change)] "0.2 Initial area time of concentration = 12.917 min. Rainfall intensity = 3.899(In /Hr) for a 100.0 year storm UNDEVELOPED (good cover) subarea Runoff Coefficient = 0.739 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 61.00 Pervious area fraction = 1.000; Impervious fraction = 0.000 Initial subarea runoff = 2.016(CFS) Total initial stream area = 0.700(Ac.) Pervious area fraction = 1.000 • • g .g 0 • � 0 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 73:000 to Point /Station 70.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 2 in normal stream number 3 Stream flow area = 0.700(Ac.) Runoff from this stream = 2.016(CFS) Time of concentration = 12.92 min. Rainfall intensity = 3.899(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 3.832 10.80 4.327 2 5.667 12.19 4.032 3 2.016 12.92 3.899 Largest stream flow has longer or shorter time of concentration Qp = 5.667 + sum of Qb. Ia /Ib 3.83.2 * 0.932 = 3.571 Qa, Tb /Ta 2.016 * 0.944 = X1.903 Qp = 11.140 Total of 3 streams to confluence: Flow rates before confluence point: 3.832 5.667 2.016 Area of streams before confluence: 1.000 1:590 0.700 Results of confluence: Total flow rate = .11.140(CFS) Time of concentration = 12.191 min. Effective stream area after confluence = 3.290(Ac.) rs m 5" �9�,0 f +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 70.000 to Point /Station 68.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 25.000(Ft.) Downstream point /station elevation = 22.300(Ft.) Pipe length = 530.00(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 11.140(CFS) Nearest computed pipe diameter = 21.00(In.) Calculated individual pipe flow = 11.140(CFS) Normal flow depth in pipe = 12.73(In.) Flow top width inside pipe = 20.52(In.) Critical Depth = 14.93(In.) Pipe flow velocity = 7.31(Ft /s) Travel time through pipe = 1.21 min. Time of concentration (TC) = 13.40 min. • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 70.000 to Point /Station 68.000 * * ** CONFLUENCE OF MAIN STREAMS * * ** The following data inside Main Stream is listed: In Main Stream number: 2 Stream flow area = 3.290(Ac.) Runoff from this stream = 11.140(CFS) Time of concentration = 13.40 min. Rainfall intensity = 3.817(In /Hr) Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 7.860 39.70 2.033 2 11.140 13.40 3.817 Largest stream flow has longer or shorter time of concentration Qp = 11.140 + sum of Qa Tb /Ta 7.860 * 0.338 = 2.653 Qp = 13.794 Total of 2 main streams to confluence: • Flow rates before confluence point: 7.860 11.140 Area of streams before confluence: 3.900 3.2.90 Results of confluence: Total flow rate = 13.794(CFS) Time of concentration = 13.400 min. Effective stream area after confluence = 7.190(Ac.) t� i n LJ I' ++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + +. + + ++ Process from Point /Station 68.000 to Point /Station 68.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 7.190(Ac.) Runoff from this stream = 13.794(CFS) Time of concentration = 13.40 min. Rainfall intensity = 3.817(In /Hr) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 74.000 to Point /Station 68.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 1000.000(Ft.) Top (of initial area) elevation = 35.400(Ft.) Bottom (of initial area) elevation = 28.800(Ft.) Difference in elevation = 6.600(Ft.) Slope 0.00660 s(percent)= 0.66 TC = k(0.390) *[(length"3) /(elevation change)]'0.2 Initial area time of concentration = 16.872 min. Rainfall intensity = 3.340(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.793 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 8.443(CFS) Total initial stream area = 3.190(Ac.) Pervious area fraction = 0.500 • - ", 6 Process from Point /Station 74.000 to Point /Station 68.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 3.190(Ac.) Runoff from this stream = 8.443(CFS) Time of concentration = 16.87 min. Rainfall intensity = 3.340(In /Hr) • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 75.000 to Point /Station 68.000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 714.000(Ft.) Top (of initial area) elevation = 33.500(Ft.) Bottom (of initial area) elevation = 28.800(Ft.) Difference in elevation = 4.700(Ft.) Slope = 0.00658 s(percent)= 0.66 TC = k(0.390) *[(length^3) /(elevation change)]^0.2 Initial area time of concentration = 14.752 min. Rainfall intensity = 3.610(In /Hr) for a 100.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.799 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 1.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500; Impervious fraction = 0.500 Initial subarea runoff = 6.402(CFS) Total initial stream area = 2.220(Ac.) Pervious area fraction = 0.500 • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 75.000 to Point /Station 68.000 * * ** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 3 Stream flow area = 2.220(Ac.) Runoff from this stream 6.402(CFS) Time of concentration = 14.75 min. Rainfall intensity = 3.610(In /Hr) Summary of stream data: I Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In /Hr) 1 13.794 13.40 3.817 2 8.443 16.87 3.340 3 6.402 14.75 3.610 Largest stream flow has longer or shorter time of concentration Qp = 13.794 + sum of Qa Tb /Ta 8.443 * 0.794 = 6.706 Qa Tb /Ta 6.402 * 0.908 = 5.815 Qp = 26.314 • Total of 3 streams to confluence: Flow.rates before confluence point: 13.794 8.443 6.402 Area of streams before confluence: 7.190 3.190 2.220 Results of confluence: Total flow rate = 26.314(CFS) Time of concentration = 13.400 min. Effective stream area after confluence = 12.600(Ac.) • • +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 68.000 to Point /Station 76.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 21.940(Ft.) Downstream point /station elevation = 15.000(Ft.) Pipe length = 252.73(Ft.) Manning's N = 0.009 No. of pipes = 1 Required pipe flow = 26.314(CFS) Nearest computed pipe diameter = 21.00(In.) Calculated individual pipe flow = 26.314(CFS) Normal flow depth in pipe = 12.87(In.) Flow top width inside pipe = 20.46(In.) Critical depth could not be calculated. Pipe flow velocity = 17.03(Ft /s) Travel time through pipe = 0.25 min. Time of concentration (TC) = 13.65 min. End of computations, total study area = 12.60 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.322 Area averaged RI index number = 56.3 • • l r� l - HYDRAULIC DATA Catch Bas in /Node No ..' s and CB /Trench Grate W&L 0 100 (cfs) 0 10 (cfs) MAX 0 (CFS) CAPACITY OK C . B . # 1 9 W=4' 5'. 7 4.8 C.B. #2 " '' 4.5 2.9''' C.B. #3 32 2.0 1.3 C.B. #4 30 1.9 1.2 C.B. #5 34 " 6.3 4.0' " C.B. #6 3a 6.3 4.0 V. C .'B . #7 38 W=7' 15.8 10.1 !- 9 ._7.#° C'. B . #8 4s 11.9 7.6 C.B. #9 4! 11:9 7.6 C . B . # 10 48 W=4' 5.9 3.8 C.B. #11 ae " 6.0 3.9 � C.,B. #12 8.0 5.1 . C.B. #13 59 " 4.4 2.8 C.B. #14 4.4 2.8 .. C.B. #15 64 " ~ 3.5 2.2 C.B. #16 64 3.5 2.2 C.B. #17 68 6.3 4.0 V. C.B. #18 se " 6.3 4.0 " C.B. #19 56 4.9 3.1 C . B . #20 . 5s 4.9 3. 1 C .13 #21 "W� Madison -St w =12' -17:1" � 11 '. 0 - -46.8 C^-B. #22 -Q Madison St- W=10' 16:3 1p. 51� . - --390 - -C ..B . #23 6 Madison St" W =12'� 23 . -5' ° 15.1 - ►C,-B` #24 i, "Madison` St 'W =10 17 .J 11..3 .-- JRENCH GRATE - #�-1 �.1g' 22 2.4 ` '1. 5- - i2-5- TRENCH .GRATE -, # 2 =18'` e3 . -2.-4 ' . - .1:.5 7-.- 2 -� TRENCH - GRATE .: #--.3 -24'� z� =6.6 4-.2- -9-6. - C"','B . #I (AVE ` 60)- w =1845'. 4� 18. 8g: 2. 5.6 - . 8w8w....� _ C* &'.42 (AVE..,60) w =2a5i- 67 7 .9, -r 5: 1_ �C :.B :' #3 (AVE 60) w =12' 69 3. 8,04' 2`. 4 5 .. 5 . C- B-: #4. (AVE .60)- ' Y =o.4?' S9 I 5.91°`' 3.8 B. - - " - -57- g�.�.. . A i IV— 10 - _ GENERAL CRITERIA e INL�TS CURB OPENING TAE - _ - +'• •, � - - - +rte• _a. - The capacity of a curb opening inlet on a continuous grade varies directly within.: + De. th of water at the inlet entrance = :t- b.' Length of. clear opening . •t�•'° ter• The depth of water at the inlet 'entrance_ for a given discharge varies ' Directly with: a. Cross slope of the pavement at the curb b� 'Amount of warping or depression of the gutter flow line at the inlet co Roughness of the flai7 line'.. - Inversely ' withsf. - -s-- -__ a. Lon_ gitudinal slope of the * gutter . -� - '_ - - %� - _ - r =• J : `' The capacity of a curb opening inlet' when intercepting 100 percen t of the flog in - •:_ the gutter is given by the forrila: - _ Where Y = Depth of flow in" approach gutter, a =Depth of depression of F. L. at inlet ''' -_ - : _ - ' "• ' -�� L = Length of_ clear opening( ••: ' =_.:. ,' -'•• -: - - = : '. _ ••.i ter•'- -• `•- '•••" �If't ,.x_ The capacity o_ f a curb opening' inlet is increased somewhat Eby allowngyoai t:;of;r�d -„�• y flow to : go by not as such as with a grate inlets '.. '``.'= !': �' '?'-�'' a:''" The capacity of a'curb''opening inlet in a sump or lovf point vanes directly with •:. ,: the length of the inlet and the depth of water at the entrance' - -- ,The inlet tivill = <;'��:r• _ operate as::a weir until the *ater submerges the entrance.. en the:dppth of is about •twice_ "the height of_ the. - entrance or more9 " it ;mill `operate . as an. or}f,}cep - ;y Between these twoydspths it will operate' somewhere_ * betwden the twos The'cansc ty,'•r: �. may be - computed'i*raphically by use of fig.'- 104.3 Usingthe length of clear opening` as "b" and the' height of •opening as :u Vic. - % a •i• '�: Nom- •�� t• - _- - • IV -11 INSTRUCTIONS FOR USE OF FIUURE 1073.01 (a) A-M (b) ` "CAPACITY OF CURD OPENING INLETS ON C014TINUOUS CLR•ADE,, r_ - •�'ibi'si°G 1073001 a - applies' only.to curd or side opening inlets on.coratinuous'gradeso` The capacity of the inlet depends upon the length of opening and the "'depth of' flow at the opening. This depth in tarn depends upon the amount of depression of _ the flog line at the inlet and the cross slopes longitudinal slope, and the rou`h ness of the gutter. _ To use the fire the fo11oR•in - i of o a . i g on must be k.or.•n. 1. Length (L) and height of inlet. , - 2._ Depth (a) of flow line depression' if anys 'a't the inleto- = - 3, Design discharge (® ) iYl 'fie , • • • � . _� . �: -� -• - :_.., • a gutter or information.as to drainage area _ rainfall intensity; and runoff coefficients from ::hic.'� a design discharge ' can be estiated. Any carry-over from a previous inlet must be included. 1a. '-nth of flow in normal nutter for the ba..rticular longitudinal and cross slopes at the inlet in Question. This may be de following figures: y '..rained from one of the = 107206, or 1072.08. P, .duce Enter fig. 1073.01 (a) with death of flows y; and tier de re , inlet, a, and determine P ssion at the . ' .•.: ~- G /L ,- the interception per foot of i_�let opening, , _ :s if the inlet 'ti -ere intercepting 100la of the gutter flcr. . , 2• Determine length of inlet L = total gutter flow repaired to intercept lOOA of the gutter flow.':' a Qa divi_ed by the-factor 30 Comflute ratio L L where - _ / a re L actual length of inlet-in cuestion. .4. Enter fig. 107301 (b) with L�La and a determine - ' /y and ratio 'e portion of the total gutter flow intercepted by the inlet in que�stion?_pro- 5� Flow inte :. - _ rcepted9 �9 -is this ratio Q/Qa times the total' gutter fjOw 6. Flow carried over to next inlet is Qa a Q. - , • :�: , DEPTH OF FLOW -y-FEET -• :: .01 A2 •.03 D4 � •DS D6 ..08 .10 2 3 4 5 A 9 1.0 ®rt;' it � .. •. }:• LO .s 4 •' e - L at n .08 r -, - Oa %- 03: ' , r r .02 r _ LO .4 .05 .06 .08 .10 .2 > •3 .4 S .6 .8 I.O•10 - - L/LQ BUREAU of PUBLIC Roans CAPACITY 0 F CURB , OPENING INLETS = PARTIAL INTER- • "" 7 .. , j c= FOR INLETS OF. =_ === - L ENGTH • I IJ 1 .1 1 DISCHARGE -PER FOOT•,OF LENGTH OF CURB OPENING • -'t INLETS WHEN- INTERCEPTING - -- r-100 %. OF GUTTER FLOW ;•-; =--� � rt f.j, 11 1- �`;•• THAN -r-i�- �' - 1 1 LI 1 1 I t —� 10 I t I =T 1 '••1 I• 4 t r 1 i• / °�1� I -t t 1 . l• � "1 -1 I all �- �- L t 1 J i 1 t __ t l I (' l t o — I i I -( I I I I 1 1 I I I I i 1 !- !; -I Xf le, A loo, .100 i ti 1 1 I LO .s 4 •' e - L at n .08 r -, - Oa %- 03: ' , r r .02 r _ LO .4 .05 .06 .08 .10 .2 > •3 .4 S .6 .8 I.O•10 - - L/LQ BUREAU of PUBLIC Roans CAPACITY 0 F CURB , OPENING INLETS = PARTIAL INTER- • "" 7 .. , RATIO ' c= FOR INLETS OF. =_ === - L ENGTH • LO .s 4 •' e - L at n .08 r -, - Oa %- 03: ' , r r .02 r _ LO .4 .05 .06 .08 .10 .2 > •3 .4 S .6 .8 I.O•10 - - L/LQ BUREAU of PUBLIC Roans CAPACITY 0 F CURB , OPENING INLETS = PARTIAL INTER- I 'I E I I I• "" CEPTION RATIO ' c= FOR INLETS OF. =_ === - L ENGTH • LESS - �`;•• THAN LO .s 4 •' e - L at n .08 r -, - Oa %- 03: ' , r r .02 r _ LO .4 .05 .06 .08 .10 .2 > •3 .4 S .6 .8 I.O•10 - - L/LQ BUREAU of PUBLIC Roans CAPACITY 0 F CURB , OPENING INLETS = I 'I E I I I• I I t t I I a /y-- '• , 1 1 LI 1 1 I I --4— 0._ t I t I �- �- o — I Lt LO .s 4 •' e - L at n .08 r -, - Oa %- 03: ' , r r .02 r _ LO .4 .05 .06 .08 .10 .2 > •3 .4 S .6 .8 I.O•10 - - L/LQ BUREAU of PUBLIC Roans CAPACITY 0 F CURB , OPENING INLETS = NSTRUCTIONS FOR USE GF FIG. 1073.03 CAPACITY OF CURB OPENING INLETS IN A LOW PONT OR SUMP: tee.; ' This nomograph is' based on the following conditions .. ,. r:•:.t.• (1) The curb opening inlet (no grate) is located at a lour point in'the :grade.`?; .; �- _ . 2 and will wponci " 6,'y () All flour coming to the inlet must eventually enter the inlet _;._ until sufficient head is built up so the outflow through the inlet vrill e_ qu, = } the peak inflow from the gutters. - Enter the nomograph with any two of the three values'_h9 ,H /h9 and_read� the -;;: Where _h =Total height of opening in feet Total length "of opening in feet H = Depth. of water at the entrance in feet Q = -Total peak rate of flow to the inlet in cfs _ • , .- ` =''' ^ - ° - ~' Normally Q9 L9 and h will be known, and the nomograph can be used to determine the'" ;3 `•`� ' - death of water H at the inlet." The spread of the water on the' street will depend : upon- the cross slope of the pavement; The hydraulic basis , of the nomograph is as follows - '•i'.rt .�jli7 _ (1) For heads (depths of water) up to the he of the opening (H �l)9 the inlet is assumed to act as a weir with the flow passing through -: h �r critical depth at the entrance and following the foi-.uula .. - — - .. �; �=:.: _ +. � � *; ;tom '� ���.� i —• ,• _ _ •__ Y rv..�yir• _ - - — 3.087 LH - rte^; , ^•.^ ;st1r� -"' r� _ - -• '.', :. �. .z: :� — ` - _ _ •r. - �:: S: Si7 -: ��- +''i 4 l: � t4 tea._ - ti$e(y_ (2) For heads equal, to or greater thansice the height °ef opening (S >2) = the ialet'is assumed to act as an orifice following -the for' la _ - -- ` -�•b= _ .`/ �� :.. _�- �..�__- °_:... _:i,';�- -• •:- sue'_..' ':. .-• -.�: : �_••• -'. .u: -: -• �d - This is a' rearrangement of the standard orifice formula- __ CA with C e Oo 7 and HI equal to -the- head on the middle of the 'inlet « (3) For heads with H/h between -1 and 2> a •transition was used as the_•operation'. t _ .: t of the inlet is indefiniteo - - .V • - - \ _ _ - _ � qtr �'; 4.0 12 .~ 75 CL .B X. c IL p g ' LL z p p J .OB ' t•• .25-43 Ld s. o :04 _ 3 .25 W - - IL t...t ♦- W - - -a -15- v .OI 1 p .13 LOCAL 9EP l5910Rf ca3 BUREAU OF PUBLIC ROADS NOMOGRAPH FOR' CAPACITY OF CURB DIVISION TWO WASH., D. C. npE=mimn. IAl1 "9rYC AT I nw 0n1111 "-rC = • `� c� LUDWIG ENGINEERING 109 E. 3rd Street SAN BERNARDINO, CALIFORNIA 92410 (909) 884 -8217 FAX (909) 889 -0153 SHEET NO. OF_ CALCULATED BY CHECKED BY DATE DATE SCALE P: I's PRODUCT 204- 1(S!%b WA h)205-1ROW) 4° ��� '2 C Cis f V MODIFIED C. B. & DEPRESSION PER CITY STD. 300 & 330 CASE "C" AND CURB SUPPORT STD. 310 (TYPICAL) CONSTRUCT TRANSITION TO CONFORM TO V- GUTTER WITHIN THE 6' GUTTER DEPRESSION TYP. BOTH SIDES 6 . Q�P A N � -To A -"W PER -... PLA _ SECTION "A -A" V- GUTTER 4" GUTTER DEPRESSION CURB OPENING SEE SECTION "A -A" RIGHT MODIFIED CATCH BASIN CITY STD. 300 V- GUTTER TO GUTTER'DEPRESSION TRANSITION @ CATCH BASIN N T. S. r , a a I i t4 IvePAdl I'SUG VwN)NwCI MW 1'AINUNd (z,12- 7� i C012 /�C�4•® -02 2°� "� o, . 7 �£ "12 rf. 12,z e, I �ZZ A��,g 3lVOS 31V0 AS 03 )403H0 31VO AB 031V 1(101V0 —JO 'ON 133HS sor z, -pz0(,L po :�e��i 7 zj>a ,-4G/ of :,� s £5 T 0-688 (606) XVJ LTZO-Irgg (606) OTtiZ6 VIN80311d0 '0NIC18VN2i39 NVS ;aaJIS PJ£ '3 60T DNIHMIUN3 9imani • 0 SarW irl X .4S g) D : ®� CIA x2y t7 .r v ' Y;rl® ovv Wes® 7,w V- -41f �0 a� rl Aw 4!V ����dr.� .(d�� � l�r✓do�� �i�ar��Gy (,c -ov f-el-vAw le o7,G vw 60 -Wpj�p "0 AA�AAJPAMOV A44�� ®�r�� 31tl0 31V0 AS O3NO3HO AS O31V)noivo —30 'ON 133HS ESTO-688-606 tte:l LIMV88-606 Nd 0117Z6 bO 'ouipiewa8 ueS '3S PJ'41 '3 601 Smga ?xv?§No? A v (:57 Illy Je Ct,v_p _�f C�47-0� �-� <� )(12 4 s .s ax Z�) z J.0 5119 ip�z�Vod 31VO 31VO :jO cyaalawq 3lVOS —AS O3 )4O3H0 AS O31Vln3lVO —'ON 133HS ESTO-608-606 ueA LTZO-b88-606 Nd OIbZ6 VO 'OUiPJewaB Ues 'IS PJ141 '3 601 109 E. Third S4. San Bernardino, CA 92410 Ph. 909-884-8217 Fau 909. 899.01531 Joe SHEETNo._ CALCULATED BY. CHECKED BY— OF DATE DATE "P74 0W; IPIAfV two 19102 dwl-IfI -_ WLX 6�w e*p g, 404 OX �57)(�,f -n 16 &.0 -79) 74 fS..- 0. 70) 5" c s 75-5, 40. ar WATER SURFACE PRESSURE GRADIENT CALCULATIONS (WSPG). ti 157 T1 STORM DRAIN LINE "A" REVISED WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE:PHASE4LINEAREV.OUT SO 926.280 424.010 1 424.010 JX 978.490 426.100 3 2 .009 10.200 426.100 -87.5 .000 R 1030.000 427.580 3 .009 .000 .000 0 R 1136.000 435.250 3 .013 .000 .000 0 R 1150.930 435.330 3 .013 ..000 .000 0 JX 1154.430 435.460 5. 4 .013 16.400 436.460 90.0 .000 R 1226.000 438.580 5 .013 .000 .000 0 R 1240.430 438.650 5 .013 .000 .000 0 SH 1240.430 438.650 5 438.650 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 4 1 .000 2.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5 4 2 .000 1.750 .000 .000 .000 .00 Q 17.100 .0 • • N-1q FILE: PHASE4LINEAREV.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 8 -14 -2007 Time:10:44:46 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 4 1 2.000 CD 3 4 1 2.000 CD 4 4 1 2.000 CD 5 4 .2 1.750 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "A" REVISED WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE:PHASE4LINEAREV.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 926.280 424.010 1 424.010 ELEMENT NO '2 IS A JUNCTION U/S DATA STATION INVERT SECT ,LAT =1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 978.490 426.100 3 2 0 .009 10_.200 .000 426.100 .000 - 87.500 .000 RADIUS ANGLE .000 .000 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT .SECT N RADIUS ANGLE ANG PT MAN H 1030.000 427.580 3 .009 .000 .000 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1136.000 435.250 3 .013 .000 .000 .000 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1150.930 435.330 3 .013 .000 .000 .000 0 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1154.430 435.460 5 4 0 .013 16.400 .000 436.460 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1226.000 438.580 5 .013 .000 .000 .000 0 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1240.430 438.650 5 .013 .000 .000 .000 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1240.430 438.650 5 438.650 QP FILE: PHASE4LINEAREV.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 8 -14 -2007 Time:10:44:50 STORM DRAIN LINE "A" REVISED WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE:PHASE4LINEAREV,OUT I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /(Base WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch -------- ------ - - - - =- WARNING - Junction Analysis - Large Lateral Flow(s) ------------------ 926.280 -I- I 424.010 I 1:751 I I 425.761 I I 43.70 14.98 3.49 429.25 I .00 I 1.97 I 1.32 -1- I 2.000 I I .000 .00 I 1 .0 JUNCT STR -I- .0400 -I- -I- -I- -I- -I- -I- .0228 1.19 -I- 1.75 -1- 1.78 -I- .009 -I- .00 .00 I- PIPE 978.490 I 426.100 I 1.114 I I 427.214 I I 33.50 18.64 5.39 432.61 I .00 I 1.91 I 1.99 I 2.000 I I .000 .00 I 1 .0 -I- 51.510 -I- .0287 -I- -1- -1- -I- -1- -I- .0296 1.53 -F- 1.11 -I- 3.45 -I- 1.12 -I- .009 -I- .00 .00 1- PIPE 1030.000 I 427.580 I 1.109 I I 428.689 I I 33.50 18.72 5.44 434.13 I .00 I 1.91 I 1.99 I I 2.000 I .000 .00 I 1 .0 -I- 17.558 -I- .0724 -I- -1- -I- -I- -I- -I- .0605 1.06 -I- 1.11 -I- 3.48 -I- 1.06 -I- .013 -I- 00 .00 1- PIPE 1047.558 I 428.850 I 1.128 I I 429:979 I I 33.50 18.33 5.22 435.19 I .00 I 1.91 I 1.98 I I 2.000 I .000 .00 I 1 .0 -I- 25.216 -I- :0724 -I- -I- -I- -I- -I- -I- .0554 1.40 -I- 1.13 -I- 3.36 -I- 1.06 -I- .013 -I- .00 .00 1- PIPE 1072.774 430.675 1,174 431.849 33.50 17.47 4.74 436.59 .00 1.91 1.97 2.000 .000 .00 1 .0 -I- 16.428 -I- .0724 -I- -I- -I- -I- -I- -I- .0490 .80 -I- 1.17 -I- 3.12 -1- 1.06 -I- .013 -I- .00 .00 1- PIPE 1089.203 I 431.864 I 1.221 I I 433.085 I I 33.50 16.66 4.31 437.40 I .00 I 1.91 I 1.95 I 2.000 I I .000 .00 I 1 .0 11.760 .0724 .0434 .51 1.22 2.89 1.06 .013 .00 .00 1- PIPE 1100.963 I 432.715 I 1.272 I I 433.987 I I 33.50 15.89 3.92 437.91 I .00 I 1.91 I 1.92 I 2.000 I I .000 .00 I 1 .0 -I- 8.924 -I- .0724 -I- -1- -I- -I- -I- -I- .0385 .34 -I- 1.27 -I- 2.67 -I- 1.06 -I- .013 -I- .00 .00 1- PIPE I 1109.886 I 433.360 I 1.326 I I 434.687 I I 33.50 15.15 3.56 438.25 I .00 I 1.91 -I- I 1.89 -I- I I 2.000 -I- I .000 -I- .00 1 .0 1- -I- 6.972 -I- .0724 -I- -I- -I- -1- -I- -I- .0342 .24 -I- 1.33 2.47 1.06 .013 .00 .00 PIPE QP FILE: PHASE4LINEAREV.WSW W S P G W= CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 8 -19 -2007 Time:10:44:50 STORM DRAIN LINE "A" REVISED 'WATER SURFACE :PRESSURE GRADIENT TRACT NO. 31681 -4 TD-DESERT @.CORAL MOUNTAIN, LA QUINTA FILE:PHASE4LZNEAREV.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaifFlow ToplHeight /(Base Wtf INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch ********* I+** x** x* xl******** I**++##*** Ix*#*+**** Ixx***+* Ix**+*# xI* x* x*#*** I** x** x* I**#*** x* I # * * * * * *xlx ** * * * +I * * * # * * *I * * * ** I * * * * * ** 1116.858 I I 433.865 I 1.384 435.249 I I 33.50 14.44 I 3.24 438.49 I I .00 1.91 I 1.85 I 2.000 I I .000 .00 I 1 .0 -I- 5.554 -1- .0724 -I- -I- -I- -I- -I- -I- .0305 .17 -I- 1.38 -I- 2.27 -I- 1.06 -I- .013 -I- .00 .00 1- PIPE 1122.412 -I- I I 434:267 I 1.446 I 435.713 I 33.50 13.77 I 2.94 438.66 I I .00 1.91 I 1.79 I 2.000 I I .000 .00 I 1 .0 ` 4.431 -I- .0724 -I- -I- -I- -I- -I- -I- .0273 .12 -I- 1.45 -I- 2.08 -I- 1.06 -I- .013 -I- .00 .00 I- PIPE 1126.843 I I 434.587 I 1.514 I 436.102 I 33.50 13.13 I 2.68 436.78 I I .00 1.91 I 1.72 I 2.000 I I .000 .00 I 1 .0 -I- 3.541 -I- .0724 -I- -I- -I- -I- -I- -I- .0245 .09 -I- 1.51 -I- 1.90 -I- 1.06 -I- .013 -i- .00 .00 I- PIPE 1130.384 I I 434.844 I 1.588 I 436.432 I 33.50 12.52 I 2.43 438.86 I I .00 1.91 I 1.62 I 2.000 I I .000 .00 I 1 .0 2.736 .0724 .02.22 .06 1.59 1.72 1.06 .013 .00 .00 I- PIPE ,1133.120 -I- I I 435.042 -I- I 1.672 I 436_.714 I 33.50 11.94 I 2.21 438.93 I I .00 1.91 I 1.48 I 2.000 I I .000 .00 I 1 .0 1.945 .0724 -I- -I- -I- -I- -I- -I- .0204 .04 -I- 1.67 -I- 1.53 -I- 1.06 -I- .013 -I- .00 .00 I- PIPE 1135.065 435.182 1.772 436.954 33.50 11.38 2.01 438.97 .00 1.91 1.27 2.000 .000 .00 1 .0 .935 .0724 .0193 .02 1.77 1.32 1.06 .013 .00 .00 1- PIPE 1136.000 I I 435.250 I 1.906 I 437.156 I 33.50 10.85 I 1.83 438.98 I I .00 1.91 I .85 I 2.000 I I .000 .00 I 1 .0 -I- 2.227 -I- .0059 -I- -I- -I- -1- -I- -L- .0198 .04 -I- 1.91 -i- 1.00 -I- 2.00 -I- .013 -1- .00 .00 1- PIPE 1138.227 I I 435.262 I 2.000 I 437.262 I 33.50 10.66 I 1.77 439.03 I I .00 1.91 I .00 I 2.000 I I .000 .00 I 1 .0 -I- 12.703 -I- .0054 -I- -I- -I- -I- -I- -I- .0213 .27 -1- 2.00 -I- .00 -I- 2.00 -I- .013 -I- .00 .00 1- PIPE 1150.930 I I 435.330 I 2.211 I 437.540 I 33.50 10.66 I 1.77 439.31 I I .00 1.91 I .00 I 2.000 I I .000 .00 I 1 .0 JUNCT STR .0371 .0124 .04 2.21 .00 .013 .00 .00 PIPE FILE: PHASE4LINEAREV.WSW ) W S P G W - CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 8 -14 -2007 Time:10:44:50 STORM DRAIN LINE "A" REVISED .WATER SURFACE PRESSURE GRADIENT TRACT NO.. 31681 -4 TO DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE 4LINEAREV.OUT I Invert I Depth I Water 1 0 1 Vel Vel I Energy I Super ICriticallFlow TopINeight /1Base Wtl INo Wth Station 1 Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FT1or -I- I.D.1 -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- -I- -I- SF Avel BF ISE DpthlFroude -I- NINorm Dp -I- I "N" I X -Fall) ZR IType Ch 1154.430 I I 435.460 I 4.439 I 439.899 I 17.10 3.55 I I .20 440.10 .00 I 1.09 I .00 I I 1.750 I .000 .00 I 2 .0 54.414 .0436 .0029 .16 4.44 .00 .61 .013 .00 .00 1- PIPE 1208.844 I I 437.832 I 2.224 I 440.056 I 17.10 3.55 I I .20 440.25 .00 I 1.09 I .00 I I 1.750 I .000 .00 I 2 .0 HYDRAULIC JUMP 1208.844 I I 437.832 I .716 I 438.548 I 17.10 9.23 I I 1.32 439.87 .00 I 1.09 I 1.72 I I 1.750 I .000 .00 I 2 .0 3.416 .0436 .0221 .08 .72 1.57 .61 .013 .00 .00 PIPE 1212.261 I I 437.981 I .743 I 438.724 I 17.10 8.79 I I 1.20 439.92 .00 I 1.09 I 1.73 I I 1.750 I .000 .00 I 2 .0 3.393 .0436 .0194 .07 .74 1.46 .61 .013 .00 .00 PIPE 1215.654 I I 438.129 I .770 I 438.899 I 17.10 8.38 I I 1.09 439.99 .00 I 1.09 I 1.74 -I- I I 1.750 I .000 -I- .00 I 2 .0 -I- 2.680 -I- .0436 -I- -I- -I- -I- -I- -1- .0170 .05 -I- .77 -1- 1.36 .61 -1- .013 .00 .00 1- PIPE 1218.334 I I 438.246 I .798 I 439.044 I 17.10 7.99 1 I .99 440.04 .00 I 1.09 I 1.74 I I 1.750 I .000 .00 I 2 .0 -I- 2.102 -1- .0436 -I- -I- -I- -I- -I- -I- .0150 .03 -I- .80 -I- 1.27 -I- .61 -I- .013 -I- .00 .00 1- PIPE 1220.437 I I 438.337 I .828 I 439._166 I 17.10 7.62 I I :90 440.07 .00 I 1.09 I 1.75 I I 1.750 I .000 .00 I 2 .0 1.643 .0436 .0132 .02 .83 1.19 .61 .013 .00 .00 1- PIPE 1222.080 I I 438.409 I .860 I 439.269 I 17.10 7.27 I I .82 440.09 .00 I 1.09 I 1.75 I I 1.750 I .000 .00 I 2 .0 1.298 .0436 .0116 .02 .86 1.10 .61 .013 .00 .00 PIPE I 1223.378 I I 438.466 I .893 I 439.359 I 17.10 6.93 I I .75 440.10 .00 I 1.09 I 1.75 I I 1.750 I .000 .00 2 .0 1- 1.011 .0436 .0102 .01 .89 1.03 .61 .013 .00 .00 PIPE FILE: PHASE4LINEAREV.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 8 -14 -2007 Time:10:44:50 STORM DRAIN LINE "A" REVISED WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEAREV.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICritical)Flow TopINeight /IBase Wtl )No Wth Station -I- I Elev -I- I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev -I- I Depth I -I- Width -I- IDia. -FTIor -I- I.D.1 -I- ZL IPrs /Pip -I L /Elem ICh Slope -I- I -I- I I -I- I -I- -I- -I- SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I 1224.389 I 438.510 I .927 1 I 439.437 I 17.10 I I 6.61 .68 440.11 .00 I I 1.09 1.75 I 1.750 I I .000 .00 2 .0 -I- .740 -I- .0436 -I- -I- -I- -I- -I- -I- .0090 .01 -I- .93 -I- .96 -I- .61 -I- .013 -I- .00 .00 I- PIPE 1225.129 I 438.542 I .963 I I 439.505 I 17.10 I I 6.30 .62 440.12 .00 I I 1.09 1.74 I 1.750 I I .000 .00 I 2 .0 -I- .505 -I- .0436 -I- -I- -I- -I- -I- -I- .0080 .00 -I- .96 -I- .89 -I- .61 -I- .013 -I- .00 .00 1- PIPE 1225.634 I 438.564 I 1.001 I I 439.565 I 17.10 I I 6.00 .56 440.13 .00 I I 1.09 1.73 I 1.750 I I .000 .00 I 2 .0 -I- .271 -I- .0436 -I- -I- -I- -I- -I- -I- .0070 .00 -I- 1.00 -I- .83 -I- .61 -I- .013 -I- .00 .00 1- PIPE 1225.905 I 438.576 I 1.042 I I 439.618 I 17.10 I I 5.73 .51 440.13 .00 I I 1.09 1.72 I 1.750 I I .000 .00 I 2 .0 .095 .0436 .0062 .00 1.04 .77 .61 .013 .00 .00 1- PIPE 1226.000 -I- I 438.580 -I- I 1.086 -I- I I 439.666 -1- I 17.10 -I- I I 5.45 .46 440.13 -I- -I- -I- .00 -I- I I 1.09 -I- 1.70 -I- I 1.750 -I- I I .000 -I- .00 I 2 .0 I- 1226.000 I 438.580 I 1.481 -1- I I 440.061 I 17.10 I I 3.94 .24 440.30 .00 I I 1.09 1.26 I 1.750 I I .000 .00 I 2 .0 -I- 14.430 -I- .0049 -I- -I- -I- -I- -I- .0028 .04 -I- 1.48 -1- .37 -I- 1.16 -I- .013 -I- .00 .00 1- PIPE 1240.430 -I- I 438.650 -I- I 1.440 -I- I I 440.090 -I- I 17.10 -I- I I 4.04 .25 440.34 -I- -I- -I- .00 -I- I I 1.09 -I- 1.34 -I- I 1.750 -I- I 1 .000 -I- .00 1 2 .0 I- 1240.430 -I- I 438.650 -I- I 1.086 -I- I I 439.736 -I- I 17.10 -I- I I 5.45 .46 440.20 -I- -I- -I- .00 -I- I I 1.09 -I- 1.70 -I- I 1.750 -I- I I .000 -I- .00 I 2 .0 I- T1 STORM DRAIN LINE "B" WATER SURFACE PRESSURE GRADIENT 0 • T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA "QUINTA T3 FILE: PHASE4LINEB.OUT SO 921.670 423.870 1 430.680 R 982.500 426.450 1 .009 .000 .000 0 JX 985.500 426.580 3 1 .013 4.500 428.450 90.0 .000 R 1014.500 426.730 3 .009 .000 .000 0 SH 1014.500 426.730 3 426.730 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 1.500 .000 .000 .000 .00 CD 3 4 1 .000 1.500 .000 .000 .000 .00 Q 5.700 .0 • FILE: PHASE4LINEB.WSW W S G W - EDIT LISTING - Version 14.06 Date: 4- 9 -2007 Time: 5:27: 8 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 4 1 1.500 CD 3 4 1 1.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "B" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINEB.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 921.670 423.870 1 430.680 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 982.500 426.450 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 985.500 426.580 3 1 0 .013 4.500 .000 428.450 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.500 426.730 3 .009 .000 .000 .000 0 ELEMENT NO 5 IS A SYSTEM HEADWORKS * t U/S DATA STATION INVERT SECT W S ELEV 1014.500 426.730 3 426.730 NIN FILE: PHASE4LINEB.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING. Date: 4- 9 -2007 Time: 5:27:12 STORM DRAIN LINE "B" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEB.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch +#+++++#+ Ix++++ x+ x+ I++++ x++# I++++ x+ x++ I++ xx++#++ I++ x+++ xl+ xxx+++ Ix+ xxx+ x+ xlxxxx++ xl++ x+++++ I + +x + + + # +)x ++ # +x #I +xxx + +xlxx +xx Ixxxx + ++ I I I I I I I I I I I I I 921.670 423.870 6.810 430.680 10.20 3.25 .16 430.84 .00 1.14 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -t- -I- -I- -I- -I- 1- 60.830 .0424 .0010 .06 6.81 .00 .53 .009 .00 .00 PIPE I I I I I I I I i I I I I 982.500 426.450 4.289 430.739 10.20 3.25 .16 430.90 .00 1.14 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- JUNCT STR .0433 .0025 .01 4.29 .00 .013 .00 .00 PIPE I I I I I I I I I I I I I 985.500 426.580 4.353 430.933 5.70 3.23 .16 431.09 .00 .92 .00 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 29.000 .0052 .0014 .04 4.35 .00 .77 .009 .00 .00 PIPE I I I I I I I I I I I I I 1014.500 426.730 4.244 430.974 5.70 3.23 .16 431.14 .00 .92 .00 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- T1 STORM DRAIN LINE' "C" WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 • FILE: PHASE4LINEC.0UT SO 877.230 419.640 3 419.810 R 968.000 420.090 3 .009 .000 .000 0 JX 969.000 420.590 3 3 .013 1.500 422.090 90.0 .000 R 1031.000 420.900 7 .009 .000 .000 0 JX 1032.000 420.910 7 7 .013 .600 422.400 90.0 .000 R 1079.120 421.150 7 .009 .000 .000 0 SH 1079.120 421.150 7 421.150 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 4 1 .000 1.500 .000 .000 .000 .00 CD 4 4 1 .000 1.500 .000 .000 .000 .00 CD 5 4 1 .000 1.500 .000 .000 .000 .00 CD 6 4 1 .000 1.500 .000 .000 .000 .00 CD 7 4 1 .000 1.000 .000 .000 .000 .00 Q 1.800 .0 • � 6 �'i FILE: PHASE4LINEC.WSW W S P G W - EDIT LISTING - Version 14.06 Date:12 -15 -2006 Time:11:28:59 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 4 1 2.000 CD 3 4 1 1.500 CD 4 4 1 1.500 CD 5 4 1 1.500 CD 6 4 1 1.500 CD 7 4 1 1.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "C" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINEC.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 877.230 419.640 3 419.810 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 968.000 420.090 3 .009 .000 .000 .000 0 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 969.000 420.590 3 3 0 .013 1.500 .000 422.090 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1031.000 420.900 7 .009 .000 .000 .000 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 1032.000 420.910 7 7 0 .013 .600 .000 422.400 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1079.120 421.150 7 .009. .000 .000 .000 0 ELEMENT NO 7 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1079.120 421.150 7 421.150 �'i • • • FILE: PHASE4LINEC.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -15 -2006 Time:11:29: 7 STORM DRAIN LINE "C" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEC.OUT x******++***+*#** x****** x+++*** xx***+**#** xx* xx****** ax*#** x*****+#+** x+ a*+# x* x+*+* xx*++ x* x + #x #x * *#x * * *x*xx# + + *xx* * * *x *x *# * *x + *x ** I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width 1Dia. -FTlor I.D.I 2L IPrs /Pip L /Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I 2R !Type Ch #****+**# I* xx*+++#+ I* x*** x*+ 1***#*#** I xlxx+**#** xlxx***+* I***+**+ 1* x#****+* Ixx+++#* Ix+# ax*** I * *x * * * # +I # * * * * * *I * * * * * * #!x * *x# I *xx * * ** 877.230 I 419.640 I .628 I 420.268 I 3.90 5.56 I .48 I 420.75 .00 I I .76 1.48 I 1.500 I I .000 .00 I 1 .0 60.850 .0050 .0046 .28 .63 1.42 .63 .009 .00 .00 PIPE 938.080 -I- I I 419.942 I .651- I 420.593 I 3.90 5.30 I .44 I 421.03 .00 I I .76 1.49 I 1.500 I I .000 .00 I 1 .0 17.543 -I- .0050 -I- -I- -I- -I- -I- .0041 -I- .07 -I- .65 -I- 1.33 -I- .63 -I- .009 -I- .00 .00 1- PIPE 955.623 I I 420.029 I .675 I 420.704 I 3.90 5.05 I .40 I 421.10 .00 I I .76 1.49 I 1.500 I I .000 .00 I 1 .0 -i- 7.983 -I- .0050 -I- -I- -I- -I- -I- .0036 -I- .03 -I- .68 -I- 1.24 -I- .63 -I- .009 -I- .00 .00 1- PIPE 963.606 -I- I I 420.068 I .700 I 420.768 I 3.90 4.82 I .36 I 421.13 .00 I I .76 1.50 I 1.500 I I .000 .00 I 1 .0 3.733 -I- .0050 -1- -I- -I- -I- -I- .0031 -I- .01 -I- .70 -I- 1.15 -I- .63 -I- .009 -I- .00 .00 1- PIPE 967.339. 420.087 .726 420.813 3.90 4.59 .33 421.14 .00 .76 1.50 1.500 .000 .00 1 .0 -I- .661 -I- .0050 -I- -I- -I- -I- -I- .0028 -I- .00 -I- .73 -I- 1.08 -I- .63 -I- .009 -I- .00 .00 1- PIPE 968.000 -I- I I 420.090 I .755 f 420.845 I 3.90 4.37 i .30 I 421.14 .00 I i .76 1.50 I 1.500 I I .000 .00 I 1 .0 JUNCT STR -I- .5000 -I- -I- -I- -I- -I- .0052 -I- .01 -I- .76 -I- 1.00 -I- -I- .013 -I- .00 .00 I- PIPE 969.000 I I 420.590 I .593 I 421.183 I 2.40 4.95 I .38 I 421.56 .00 I I .66 .98 I 1.000 I I .000 .00 I 1 .0 -I- 11.988 -I- .0050 -I- -I- -I- -I- -I- .0050 -I- .06 -I- .59 -I- 1.24 -I- .59 -I- .009 -I- .00 .00 1- PIPE 980.988 I I 420.650 I .593 I 421.243 I 2.40 4.95 I .38 I 421.62 .00 I I .66 .98 I 1.000 I I .000 .00 I 1 .0 37.316 .0050 - .0048 .18 .59 1.24 .59 .009 .00 .00 1- PIPE 1018.304 I I 420.837 I .610 I 421.447 I 2.40 4.78 I .36 I 421.80 .00 I I .66 .98 I 1.000 I I .000 .00 I 1 .0 10.746 ..0050 .0043 .05 .61 1.18 .59 .009 .00 .00 PIPE J T1 STORM DRAIN LINE "D" WATER PRESSURE GRADIENT 0 • T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINED SO 907.040 417.500 1 417.580 R 1190.150 420.510 1 .009 .000 .000 0 SH 1190.150 420.510 1 420.510 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 6.600 .0 • • 4. FILE: PHASE4LINED.WSW W S P G W - EDIT LISTING - Version 14.06 Date:12 -18 -2006 Time: 8:41:38 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.500 W S P G W WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "D" WATER PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINED W S P G W WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 907.040 417.500 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1190.150 420.510 1 .009 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1190.150 420.510 1 W S ELEV 417.580 RADIUS .000 W S ELEV 420.510 PAGE NO 1 PAGE NO 2 ANGLE ANG PT MAN H .000 .000 0 �J~ FILE: PHASE4LINEC.WSW W S P G W.- CIVILDESIGN Version 14.06 PAGE 2 'Program Package Serial Number: 1586 . WATER SURFACE PROFILE LISTING Date:12 -15 -2006 Time:11:29: 7 STORM DRAIN LINE "C" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEC.OUT ++++++ xx+ x+ x+ x++ x+++++ xx++ xxxx+ xxxxxxxx+ xx+ x+ xx+ xx+++++++++ xxx+ x+ x+ x++ xx+ x+ x+ x+ xxxx+++++ xxxxx +x + + +x + +x + + + + +xxxx + + + +x +x +xxx +x +xxx ++ I Invert. I Depth I Water I Q I Vel Vel I Energy I Super ICritical]Flow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I -I- (FT) -I- I Elev I -I- (CFS) I (FPS) Head I Grd.E1.1 -I- Elev -I- I Depth I Width IDia. -FTIor -I- I.D.I -I- ZL IPrs /Pip -I L /Elem ICh Slope I I I -I- I -I- -I- SF Ave] HF ISE Dpth]Froude -1- NINorm -I- Dp I "N" I X -Fall] ZR IType Ch +++, i+++++ I++++ xxx: x( xxx+ xxxxl+ xx++ x++ xlx+ xxxxxxxlxx+ xx+ xl+ xx+++ xlxsxrxxxt+ Ixxxx++: t]++ x++ x++ lxxx +x + + +Ixx + +x +x]xxxx +� +lx+x ++ I ++ + +wx+ 1029.050 I I 420.890 .635 I I 421.525 I .2.40 4.56 I .32 I 421.85 .00 I .66 I .96 I I 1.000 I .000 .00 I 1 .0 1.950 .0050 .0038 .01 .64 1.09 .59 .009 .00 .00 PIPE 1031.000 I I 420.900 .663 I I 421.563 I 2.40 4..34 I .29 I 421.86 .00 I .66 I .95 I I 1.000 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0100 -I- -I- -I- -I- -I- .0049 -I- .00 -I- .66 -I- 1.00 -I- -I- .013 -I- .00 .00 I- PIPE 1032.000 I I 420.910 .949 I I 421.859 I 1.80 2.34 I .08 I 421.94 .00 I .57 I .44 I I 1.000 I .000 .00 I 1 .0 14.391 .0051 .0011 .02 .95 .31 .49 .009 .00 .00 PIPE 1046.391 I I 420.983 I .883 I 421.866 I 1.80 2.45 I .09 I 421.96 .00 I I .57 .64 I I 1.000 I .000 .00 I 1 .0 -I- 10.034 -I- .0051 -I- -I- -I- -I- -I- .0011 -I- .01 -I- .88 -I- .40 -I- .49 -I- .009 -I- .00 .00 1- PIPE 1056.425 -I- I I 421.034 I .834 I 421.869 I 1.80 2.57 I .10 I 421.97 .00 I .57 I .74 I I 1.000 I .000 .00 I 1 .0 8.245 -I- .0051 -I- -I- -I- -I- -1- .0012 -I- .01 -I- .83 -I- .47 -I- .49 -I- .009 -I- .00 .00 1- PIPE 1064.671 I I 421.076 I .792 I 421.869 I 1.80 2.70 I .11 I 421.98 .00 I I .57 .81 I I 1.000 I .000 .00 I 1 .0 -I- 6.914 -I- .0051 -I- -I- -I- -I- -I- .0014 -I- .01 -I- .79 -I- .52 -1- .49 -I- .009 -I- .00 .00 1- PIPE 1071.585 I I 421.112 I .755 I 421.867 I 1.80 2.83 I .12 I 421.99 .00 I I .57 .86 I I 1.000 -I- I .000 -I- .00 I 1 .0 -I- 6.056 -I- .0051 -I- -I- -I- -I- -I- .0015 -I- .01 -I- .76 -I- .58 -I- .49 .009 .00 .00 1- PIPE 1077.641 I I 421.142 I .721 I 421.864 I 1.80 2.96 I .14 I 4112.00 .00 I .57 I .90 I I 1.000 I .000 .00 I 1 .0 1.479 .0051 .0016 .00 .72 .64 .49 .009 .00 .00 1- PIPE I 1079.120 -I- I 421.150 -I- I .712 -I- I 421.862 -I- I 1.80 -I- 3.01 -I- I .14 -I- I 422.00 -I- .00 -I- I I .57 -I- .91 -I- I I 1.000 -I- I .000 -I- .00 I 1 .0 I- �J~ FILE: PHASE4LINED.WSW W S P G W- CIVILDESIG14 Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -18 =2006 Time: 8:41:42 STORM DRAIN LINE "D" WATER PRESSURE GRADIENT TRACT NO.. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PRASE4LINED **#*+*#*+ fx*** f*********+ fxxxfx**+ f**+*+* xxxxxfx******++* fxxf** ff*+* ft+!♦ f*+ x****+ ff** t*#+* * } *x * + * + * * * # + + * + * * * *x * * * * * #x * ** } * * * # + #* I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Ave[ HF ISE DpthIFroude N[Norm Op I "N" I X -Fall[ ZR (Type Ch I 907.040 I 417.500 .680 I I 418.180 I 6.60 8.48 I I 1.12 419.30 .00 I .99 I 1.49 i 1.500 i I .000 .00 I 1 .0 62.135 .0106 .0106 .66 .68 2.07 .68 .009 .00 .00 PIPE 969.174 I I 418.161 I .680 I 418.840 I 6.60 8.48 I I 1.12 419.96 .00 I .99 I 1.49 I 1.500 I I .000 .00 i 1 .0 -I- 119.789 -I- .0106 -I- -I- -I- -I- -I- -I- .0101 1.21 -I- .68 -I- 2.07 -I- .68 -I- .009 -I- .00 .00 1- PIPE 1088.964 I I 419.434 I .699 I 420.133 I 6.60 8.17 I I -1.04 421.17 .00 I .99 I 1.50 I I 1.500 I .000 .00 I 1 .0 -I- 41.838 -I- .0106 -I- -I- -I- -I- -I- -I- .0090 .38 -I- .70 -I- 1.96 -I- .68 -I- .009 -I- .00 .00 1- PIPE 1130.802 -I- I I 419.879 I .726 I 420.605 I 6.60 7.79 I I .94 421.55 .00 I .99 I 1.50 I I 1.500 I .000 .00 I 1 .0 21.805 -I- .0106 -I- -I- -I- -I- -I- -I- .0079 .17 -I- .73 -I- 1.82 -I- .68 -I- .009 -I- .00 .00 1- PIPE 1152.606 I I 420.111 I .753 I 420.864 I 6.60 7.42 I I .86 421.72 .00 I .99 I 1.50 I I 1.500 I .000 .00 I 1 .0 -I- 13.418 -I- .0106 -I- -I- -I- -I- -1- -I- .0070 .09 -I- .75 -I- 1.70 -I- .68 -I- .009 -I- .00 .00 1- PIPE 1166.025 I I 420.254 I .782 I 421.036 I 6.60 7.08 I I .78 421.81 .00 I .99 I 1.50 I I 1.500 I .000 .00 I 1 .0 -I- 8.899 -I- .0106 -I- -I- -I- -I- -I- -I- .0062 .05 -I- .78 -I- 1.58 -I- .68 -I- .009 -I- .00 .00 1- PIPE 1174.923 I I 420.348 I .813 I 421.161 I 6.60 6.75 I I .71 421.87 .00 I .99 I 1.49 I I 1.500 I .000 .00 I 1 .0 -I- 6.224 -I- .0106 -I- -I- -I- -I- -I- -I- .0054 .03 -I- .81 -I- 1.47 -I- .68 -I- .009 -I- .00 .00 1- PIPE 1181.147 I I 420.414 I .845 I 421.259 I 6.60 6.43 I I .64 421.90 .00 I .99 I 1.49 I I 1.500 I .000 .00 I 1 .0 -I- 4.368 -I- .0106 -I- -f- -I- -I- -I- -I- .0048 .02 -1- .85 -I- 1.37 -I- .68 -I- .009 -I- .00 .00 1- PIPE 1185.515 I I 420.461 I .878 I 421.339 I 6.60 6.13 I I .58 421.92 .00 I .99 I 1.48 I I 1.500 I .000 .00 I 1 .0 -I- 2.684 -I- .0106 -I- -I- -I- -I- -I- -I- .0042 .01 -I- .88 -I- 1.27 -I- .68 -I- .009 -I- .00 .00 1- PIPE N �J C�O FILE: PHASE4LINED.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:12 -18 -2006 Time:, 8:41:42 STORM DRAIN LINE "D" WATER PRESSURE GRADIENT TRACT NO: 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINED I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL 1Prs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch +* x*++*++ I# xx*++++* I+ xx*++++ I++++#++++ I+++ xxx+ xxl+++*#*+ I* x++++* Ixx* xx*+ a+ I*# xx#+ xl*+ x*+#++ I +x * + # + * *Ix + * +xx +I + + + + * * +I + * * *x I + + * + +x+ 1188.198 -I- I I 420.489 I .914 421.403 I I I I 6.60 5.85 .53 421.93 .00 I I .99 1.46 I I I 1.500 .000 .00 I 1 .0 1.500 -I- .0106 -I- -I- -I- -I- -I- -I- -I- .0038 .01 .91 -1- -I- 1.17 .68 -I- -I- .009 .00 .00 1- PIPE 1189.698 I I 420.505 I .952 421.457 I I I I 6.60 5.58 .48 421.94 .00 I I .99 1.44 I I I 1.500 .000 .00 I 1 .0 -I- .452 -I- .0106 -I- -I- -I- -I- -I- -I- -I- .0033 .00 .95 -I- -I- 1.09 .68 -I- -I- .009 .00 .00 1- PIPE 1190.150 -I- 420.510 -I- .994 -I- 421.504 -I- 6.60 5.31 .44 421.94 .00 -I- -I- -I- -I- -I- .99 1.42 -1- -I- 1.500 .000 -I- -I- .00 1 .0 I- N �J C�O �1 �J • r T1 STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEE.OUT SO 740.620 412.790 1 413.610 R 799.300 414.930 1 .009 JX 865.830 417.250 1 1 .013 6.600 417.250 R 923.910 419.600 1 .009 TS 924.000 420.600 7 .009 JX 976.010 425.650 7 7 .009 1.900 425.650 R 1004.790 428.720 7 .009 SH 1004.790 428.720 7 428.720 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 1.500 .000 .000 .000 .00 CD 3 4 1 .000 1.500 .000 .000 .000 .00 CD 4 4 1 .000 1.500 .000 .000 .000 .00 CD 5 4 1 .000 1.500 .000 .000 .000 .00 CD 6 4 1 .000 1.500 .000 .000 .000 .00 CD 7 4 1 .000 1.000 .000 .000 .000 .00 Q 2.000 .0 0 .000 .000 0 .27.2 .000 .000 .000 0 .000 33.1 - 33.061 .000 .000 0 l t r'�1 FILE: PHASE4LINEE.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -10 -2007 Time:11:26:38 WATER SURFACE - PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 4 1 1.500 CD 3 4 1 1.500 CD 4 4 1 1.500 CD 5 4 1 1.500 CD 6 4 1 1.500 CD 7 9 1 1.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE_: PHA_SE4LINEE.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 740.620 412.790 1 413.610 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 799.300 414.930 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 865.830 417.250 1 1 0 .013 6.600 .000 417.250 .000 27.200 .000 RADIUS ANGLE .000 .000 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 923.910 419.600 1 .009 .000 .000 .000 0 ELEMENT NO 5 IS A TRANSITION U/S DATA STATION INVERT SECT N RADIUS ANGLE 924.000 420:600 7 .009 .000 .000 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 976.010 425.650 7 7 0 .009 1.900 .000 425.650 .000 33.100 .000 RADIUS ANGLE 90.135 - 33.061 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1004.790 428.720 7 -.009 .000 .000 .000 .0 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1004.790 429.720 7 428.720 t r'�1 FILE: PHASE4LINEE.WSW W S P-G W - CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -10 -2007 Time:11:26:43 STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEE.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.El.l- Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I -I- -I- I I -I- -1- -I- -I- SF Avel HF ISE DpthlFroude -I- -I- NINorm Dp -I- I "N" -I- I X -Fa111 -I ZR IType Ch I 740.620 -I- I 412.790 I .634 413.424 I I 10.50 12.27 I I 2.34 415.76 .00 I 1.16 I 1.86 I 2.000 I I .000 .00 I 1 .0 7.639 -I- .0365 -I- -I- -I- -I- -1= -I- .0209 .16 -I- .63 3.19 -I- -I- .56 -I- .009 -I- .00 .00 1- PIPE 748.259 I I 413.069 I .647 413.716 I I 10.50 11.92 I I 2.21 415..92 .00 I 1.16 I 1.87 I 2.000 I 1 .000 .00 1 1 .0 10.052 .0365 .0188 .19 .65 3.06 .56 .009 .00 .00 1- PIPE . 758.311 I I 413.435 I .670 414.105 I I 10.50 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FILE:'PHASE4LINEE.WSW, W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -10 -2007 Time:11:26:43 STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT TRACT NO ". 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PH,ASE4LINEE.OUT ' + x+ xxxx+ xx+ xx+ x+ x++ x+ xxx++ x+ xxxxx++ xxxxxxxx�xxxx++ xxxx+ xx+ x+++ xx+ xxx+ xx+ xxxxxxxxx+ xxxxx+ xxxxxxx + +xxxxxx + + + +xxxxxxxx +xxx +xx xx +xxxxx I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) -I- I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I IType Ch x++ x+++ xxlx+ xx+ xxxxlxxx+ x+ xxl+ xx+ xxxxxl++ xx+++ x+ I+ xx+ xx+ I+ x+++ xxlx+++ x+++ xlxxx+ xx+ Ixxxxxx+ xlxx +xx +xxlxxxxxxxl +x +x +xxl +xx +x Ix +xxxxx 791.345 I I 414.640 .859 I I 415.499 I 10.50 8.14 I 1.03 I 416.53 .00 I 1.16 I 1.98 I I 2.000 I .000 .00 I 1 .0 -I- 2.094 -I- .0365 -I- -I- -I- -I- -I- .0066 -I- .01 -I- .86 -I- 1.78 -I- .56 -I- .009 -I- .00 .00 1- PIPE 793.439 I I 414.716 .890 I I 415.606 I 10.50 7.76 I .94 I 416.54 .00 I 1.16 I 1.99 I I 2.000 I .000 .00 I 1 .0 -I- 1.697 -I- .0365 -I- -I- -I- -I- -I- .0058 -I- .01 -I- .89 -I- 1.66 -I- .56 -I- .009 -I- .00 .00 1- PIPE 795.136 I I 414.778 I .923 I 415.701 I 10.50 7.40 I .85 I 416.55 .00 I I 1.16 1.99 I I 2.000 I .000 .00 I 1 .0 1.349 .0365 .0051 .01 .92 1.55 .56 .009 .00 .00 PIPE 796.484 I I 414.827 I .958 I 415.785 I 10.50 7.06 I .77 I 416.56 .00 I 1.16 I 2.00 I I 2.000 I .000 .00 I 1 .0 -I- 1.072 -I- .0365 -I- -I- -I- -I- -I- .0045 -I- .00 -I- .96 -I- 1.44 -I- .56 -I- .009 -I- .00 .00 1- PIPE 797.556 I I 414.866 I .994 I 415.861 I 10.50 6.73 I .70 I 416.56 .00 I I 1.16 2.00 I I 2.000 I .000 .00 I 1 .0 -I- .766 -I- .0365 -I- -I- -I- -I- -I- .0040 -I- .00 -I- .99 -I- 1.34 -I- .56 -I- .009 -I- .00 .00 1- PIPE 798.322 I I 414.894 I 1.033 I 415.927 I 10.50 6.41 I .64 I 416.57 .00 I 1.16 I 2.00 I I 2.000 I .000 -I- .00 I 1 .0' -I- .548 -I- .0365 -I- -I- -I- -I- -I- .0035 -I- .00 -I- 1.03 -I- 1.25 -I- .56 -I- .009 .00 .00 1- PIPE 798.870 I I 414.914 I 1.073 I 415.987 I 10.50 6.12 I .58 I 416.57 .00 I 1.16 I 1.99 I I 2.000 I .000 .00 I 1 .0 -I- .323 -I- .0365 -I- -I- -I- -I- -I- ,0031 -I- .00 -I- 1.07 -I- 1.16 -I- .56 -I- .009 -I- .00 .00 1- PIPE 799.194 I I 414.926 I 1.115 I 416.041 I 10.50 5.83 I .53 I 416.57 .00 I 1.16 I 1.99 I I 2.000 I .000 .00 I 1 .0 .106 .0365 .0027 .00 1.12 1.08 .56 .009 .00 .00 PIPE 799.300 I I 414.930 I 1.161 I 416.091 I 10.50 5.55 I .48 I 416.57 .00 I 1.16 I 1.97 I 2.000 I I .000 -I- .00 I 1 .0 -I- JUNCT STR -I- .0349 -I- -I- -I- -I- -I- -I- -I- 1.16 -I- 1.00 -I- -I- .013 .00 .00 I- PIPE z. • FILE: PHASE4LINEE.WSW I 429.10 1 .00 W S P G W- CIVILDESIGN Version 14.06 .28 4.31 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -10 -2007 Time:11:26:43 STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT TRACT NO'. 31681 =4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEE.OUT - I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl. INo Wth Station -I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width 'IDia. -FTlor I.D.1 ZL IPrs /Pip L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fa111 ZR -I IType Ch x+ xxx+ xxxl+++++++ x+ Ixx++ xxxxl+ xxxxx+ x+ I++++ x++++ Ixxxx+ x+ Ix++ x+++ 1xx++ x++++ Ixx+ x+ x+ I++++ xxxxl +xxxxx + +l + +x +x + +I +xxxx +xl + +x +x Ix + + + +x+ 865.830 I I 417.250 .325 I I 417.575 I 3.90 I 11.73 2.14 I 419.71 .00 I .69 I 1.48 I 2.000 I I .000 .00 I 1 .0 -I- 7.020 -I- .0405 -I- -I- -I- -I- -I- .0433 -I- .30 -I- .33 -I- 4.36 -I- .33 -I- ..009 -I- .00 .00 1- PIPE 872.850 417.534 -.324 417.858 3.90 11.76 2.15 420.01 .00 .69 1.47 2.000 .000 .00 1 .0 33.529 .0405 .0466 1.56 .32 4.37 .33 .009 .00 .00 1- PIPE 906.379 -I- I I 418.891 I .314 I 419.205 I 3.90 I 12.34 2.36 I 421.57 .00 I .69 I 1.46 I 2.000 I I .000 .00 I 1 .0 17.531 -I- .0405 -I- -I- -I- -I- -I- .0534 -I- .94 -I- .31 -I- 4.67 -I- .33 -I- .009 -I- .00 .00 1- PIPE 923.910 I I 419.600 I .304 I 419.904 I 3.90 I 12.94 2.60 I 422.50 .00 I .69 I 1.44 I 2.000 I I .000 .00 I 1 .0 TRANS STR 11.1078 .0415 .00 .30 4.98 .009 .00 .00 PIPE 924.000 -I- I I 420.600 I .482 I 421.082 I 3.90 I 10.40 1.68 I 422.76 .04 I .84 I 1.00 I 1.000 I I .000 .00 I 1 .0 JUNCT STR -I- .0971 -I- -I- -I- -I- -I- .0492 -I- 2.56 -I- .52 -I- 2.99 -I- -I- .009 -I- .00 .00 I- PIPE 976.010 -I- I I 425.650 I .257 I 425.907 I 2.00 I 12.54 2.44 I 428.35 .00 I .60 I .87 I 1.000 I I .000 .00 I 1 .0 4.300 -I- .1067 -I- -I- -I- -I- -I- .0689 -I- .30 -I- .26 -I- 5.18 -I- .23 -I- .009 -I- .00 .00 1- PIPE 980.310 I I 426.109 I .263 I 426.372 I 2.00 I 12.11 2.28 I 428.65 .00 I .60 I .88 I 1.000 I I .000 .00 I 1 .0 4.367 .1067 .0614 .27 .26 4.93 .23 .009 .00 .00 PIPE 984.677 -I- I I 426.574 I .272 I 426.847 I 2.00 I 11.54 2.07 I 428.92 .00 I .60 I .89 I 1.000 I I .000 .00 I 1 .0 3.377 -I- .1067 -I- -I- -I- -I- -I- .0537 -I- .18 -1- .27 -I- 4.61 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1 1 988.054 426.935 -I- -1- 2.695 .1067 I 1 1 .281 427.216 2.00 11.00 -I- -I- -I- -I- I 1.88 I 429.10 1 .00 1 .60 0469 .13- .28 4.31 I I 1 1 .90 1.000 .000 .00 1 .0 -I- -1- -I- 1- .23 .009 .00 .00 PIPE 7 1 FILE: PHASE4LINEE.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -10 -2007 Time:11:26:43 STORK DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEE.OUT +++#++# x++## ff++ f+ r+ x+++++ x+++++#++#+ f+ xfff+++###+### x## fff+ fx++#++#♦++ f# fff++#+# f+++#+ fxf+ f + + # +fx + +f + + # #fx + + # # + #fff + # + #f# x + + #fxx+ I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- L /Elem -I- [Ch Slope I -I- I -1- I -I- I -I- -I- -I- SF Avel HF ISE -I- DpthlFroude -I- NINorm -1- Dp -I- I "N" -1- I X -Fa111 ZR -1 IType Ch f++ f+++#+ I++++++ x+ flfffxff+ flff+ ff++++ I++++ f+ xf+ I+++++++ I++##+## 1ff+++++ f+ I# ff+ f++ I#+ f++# f+ Iffff + # + +lffff + + +Iffff + # +I # +f +f 1f +f + + #+ 990.749 I I 427.222 I .291 427.513 I I 2.00 10.49 I I 1.71 429.22 .00 I .60 I .91 I 1.000 I I .000 .00 I 1 .0 -I- 2.217 -I- .1067 -I- -I- -I- -I- -I- -I- .0411 .09 -I- .29 -I- 4.04 -I- .23 -I- .009 -I- .00 .00 1- PIPE 992.966 I I 427.459 I .301 I 427.760 I 2.00 10.00 I I 1.55 429.31 .00 I .60 I .92 I 1.000 I I .000 .00 I 1 .0 1.843 .1067 .0360 .07 .30 3.78 .23 .009 .00 .00 PIPE 994.809 -I- I I 427.655 I .312 I 427.967 I 2.00 9.54 I I 1.41 429.38 .00 I .60 I .93 I 1.000 I I .000 .00 I 1 .0 1.563 -I- .1067 -I- -I- -I- -I- -I- -I- .0315 .05 -I- .31 -I- 3.53 -I- .23 -I- .009 -I- .00 .00 1- PIPE 996.372 I I 427.822 I 323 I 428.145 I 2.00 9.09 I I 1.28 429.43 .00 I .60 I .94 I 1.000 I I .000 .00 I 1 .0 1.338 .1067 .0276 .04 .32 3.31 .23 .009 .00 .00 PIPE 997.710 -I- I I 427.965 I 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PHASE4LINEE.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -10 -2007 Time:11:26:43 STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUZNTA FILE: PHASE4LINEE.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I -I- -I- I I -I- I -I- -1- -I- -I- SF Avel HF ISE Dpth.IFroude -I- NINorm -I- Up -I- I "N" -I- I X -Fall) -I ZR IType Ch I I 1002.049 -I- 428.428 I .399 I 428.827 I 2.00 6.83 I I .73 429.55 .00 I .60 I .98 I 1.000 I I .000 .00 I 1 .0 .552 -I- .1067 -I- -I- -1- -I- -I- -I- .0126 .01 -I- .40 -I- 2.20 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1002.601 -I- I I 426.486 I .413 I 428.900 I 2.00 6.52 I I .66 429.56 .00 I .60 I .98 I I 1.000 I .000 .00 I 1 .0 .459 -1- .1067 -I- -I- -I- -I- -I- -I- .0110 .01 -I- .41 -I- 2.06 -1- .23 -I- .009 -I- .00 .00 1- PIPE 1003.060 -I- I I 428.535 I .429 I 428.965 I 2.00 6.21 I I .60 429.56 .00 I .60 I .99 I I 1.000 I .000 .00 I 1 .0 .407 -I- .1067 -I- -I- -I- -I- -I- -I- .0097 .00 -I- .43 -I- 1.92 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1003.467 -I- I I 428.579 I .444 I 429.023 I 2.00 5.92 I I .54 429.57 .00 I .60 I .99 I I 1.000 I .000 .00 I 1 .0 .331 -I- .1067 -I- -I- -I- -I- -I- -I- .0085 .00 -I- .44 -I- 1.79 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1003.798 I I 428.614 I .461 I 429.075 I 2.00 5.65 I I .50 429.57 .00 I .60 I 1.00 I I 1.000 I .000 .00 I 1 .0 .282 .1067 .0075 .00 .46 1.67 .23 .009 .00 .00 PIPE 1004.080 -I- I I 428.644 -I- I .478 I 429.122 I 2.00 5.38 I I .45 429.57 .00 I .60 I 1.00 I I 1.000 I .000 .00 I 1 .0 .229 .1067 -I- -I- -I- -I- -I- -I- .0066 .00 -I- .48 -I- 1.56 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1004.310 -I- I I 428.669 -I- I .496 I 429.165 I 2.00 5.13 I I .41 429.57 .00 I .60 I 1.00 I I 1.000 I .000 .00 I 1 .0 .180 .1067 -I- -I- -I- -I- -I- -I- .0058 .00 -I- .50 -I- 1.45 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1004.490 I I 428.688 I .515 I 429.203 I 2.00 4.89 I I .37 429.58 .00 I .60 I 1.00 I I 1.000 I .000 .00 I 1 .0 -I- .136 -I- .1067 -I- -I- -I- -I- -I- -I- .0051 .00 -I- .52 -I- 1.35 -I- .23 -I- .009 -1- .00 .00 1- PIPE 1004.626 i I 428.703 I .535 I 429.238 I 2.00 4.67 I I .34 429.58 .00 I .60 I 1.00 I I 1.000 I .000 .00 I 1 .0 -f- .095 -I- .1067 -I- -I- -I- -I- -I- -I- .0045 .00 -I- .54 -I- 1.25 -I- .23 -I- .009 -I- .00 .00 1- PIPE ��e FILE: PHASE4LINEE.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 6 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -10 -2007 Time:11:26:43 STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 =4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEE.OUT xxx++#****++ xxx++ xxxxrx+ xxxx+ xxx+** xx* x+ x***+++*+***+* xxxxrx+*+** x+ x# xxx+*+*+#**# x+** xr*+** + *xxx * * + +xxx * * * * * #xx * * + + * *xx + *+ xx * * * * #+ I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I -I- I -I- -I- -I- -I- -I- -I- -I- -I- I I SF Avel HF ISE DpthlFroude NINorm Dp -I- -i- I "N" I X -Fall) ZR IType Ch. **#*+**+* I+ x# xrx#++ Ixx* r## r# I++******* Ix++**+**+ I+*++ r* rlrxxx#*+ I++***# Axxl*+****+ I***+ rx#* Ix + * * +xxxl * +x *rx *I * * * #x + +lr I +xxx 1 * * * + * ** I 1004.721 I I 428.713 I .556 I I I I I I 429.269 2.00 4.45 .31 429.58 .00 .60 .99 I I 1.000 .000 -I- .00 1 .0 -I- .048 -1- .1067 -I- -I- -I- -I- -I- -I- -I- -I- -I- .0040 .00 .56 1.17 .23 -I- .009 .00 .00 1- PIPE 1004.770 I I 428.718 ! .579 I I I I I I 429.297 2.00 4.24 .28 429.58 :00 .60 .99 I I I 1.000 .000 -I- .00 I 1 .0 -I- .020 -I- .1067 -I- -I- -I- -I- -I- -I- -I- -I- -I- .0035 .00 .58 1.08 .23 -I- .009 .00 .00 1- PIPE 1004.790 -I- I I 428.720 -I- I .603 -I- I I I I I I 429.323 2.00 4.04 .25 429.58 .00 .60 .98 -I- -I- -I- -I- -I- -I- -I- -I- I I 1 1.000 .000 -I- -I- .00 1 1 .0 I- T1 STORMDRAIN LINE "E -1" WATER SURFACE PRESSURE GRADIENT 0 gft T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEEI.OUT SO 976.770 425.650 1 425.900 R 1016.110 428.130 1 .009 .000 .000 0 SH 1016.110 428.130 1 428.130 CD 1 4 1 .000 1.000 .000 .000 .000 .00 Q 1.900 .0 w 0 r4cL • FILE: PHASE4LINEEI.WSW W S P G W - EDIT LISTING - Version 14.06' Date: 4 -10 -2007 Time: 2: 0:39 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORMDRAIN LINE "E -1" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINEEI.OUT W S P G W WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 976.770 425.650 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 1016.110 428.130 1 .009 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1016.110 428.130 1 W S ELEV 425.900 RADIUS .000 W S ELEV 428.130 PAGE NO 2 ANGLE ANG PT MAN H .000 .000 0 FILE: PHASE4LINEEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -10 -2007 Time: 2: 0:43 STORMDRAIN LINE 11E - -1" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEEI.OUT + xaa+++ a++++ ar+ x++ x++++++ axx++ a++ aaaa++++++ x+ xxxxax+++ a+++ xx++++ a+ xax++ x+ ar++ a++ xx+ ax++++ xx + +a + + +xa + + +ax + + + +xx + + + +a + +arx ++ r +axxx ++ I Invert I. Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I -I- (FT) -I- I Elev I -I- (CFS) I (FPS) Head I Grd.El.1 -I- Elev -I- I Depth -I- I Width -I- IDia. -FTlor -I- I.D.1 -1- ZL -1 IPrs /Pip L /Elem ICh Slope I ! I -I- I -I- -I- SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch x+++ xx+ x+ Ixxxx++ xr+ Ixxxa+ xx+ I+ i++ xxx++ l+ xxxx++ x+ Ixxx++ x+ Ixxxx+++ I+ xxx++ x++ I+ xxax++ Ixrx+++++ I + +ax + + +xl +xxxxx +Ixx + + +a +1 I + ++x+ Ixax +xx+ I 976.770 I I 425.650 .276 I I 425.926 I 1.90 I I 10.78 1.81 427.73 .00 I .59 I .89 I 1.000 I .000 .00 1 .0 -I- 9.062 -I- .0630 -I- -I- -I- -I- -I- -I- .0464 .42 -I- .28 -I- 4.28 -I- .26 -I- .009 -I- .00 .00 1- PIPE 985.832 I I 426.221 .285 I I 426.506 I 1.90 I I 10.29 1.65 428.15 .00 I .59 i .90 I 1.000 I I .000 .00 I 1 .0 -I- 6.269 -I- .0630 -I- -I- -I- -I- -I- -I- .0406 .25 -I- .29 -I- 4.01 -I- .26 -I- .009 -I- .00 .00 1- PIPE 992.101 I I 426.616 .294 I I 426.911 I 1.90 I I 9.82 1.50 428.41 .00 I .59 I .91 I 1.000 I I .000 .00 I 1 .0 -I- 4.545 -I- .0630 -I- -I- -I- -I- -I- -I- .0355 .16 -I- .29 -I- 3.75 -I- .26 -I- .009 -I- .00 .00 1- PIPE 996.646 I I 426.903 .305 I I 427.208 I 1.90 I I 9.36 1.36 428.57 .00 I .59 I .92 I 1.000 I I .000 .00 I 1 .0 -I- 3.560 -I- .0630 -I- -I- -I- -I- -I- -I- .0311 .11 -I- .31 -1- 3.51 -I- .26 -I- .009 -I- .00 .00 1- PIPE 1000.206 I I 427.127 .315 I I 427.443 I 1.90 I I 8.92 1.24 428:68 .00 I .59 I .93 I 1.000 I I .000 .00 I 1 .0 -I- 2.806 -I- .0630 -I- -I- -I- -I- -I- -I- .0273 .08 -I- .32 -I- 3.28 -1- .26 -I- .009 -I- .00 .00 1- PIPE 1003.011 f I 427.304 .327 I I 427.631 I 1.90 I I 8.51 1.12 428.76 .00 I .59 I .94 I 1.000 I I .000 .00 I 1 .0 -1- 2.329 -I- .0630 -I- -I- -I- -I- -I- -i- .0239 .06 -I- .33 -I- 3.07 -I- .26 -I- .009 -I- .00 .00 1- PIPE 1005.340 I I 427.451 .338 I I 427.789 I 1.90 I I 8.11 1.02 428.81 .00 I .59 I .95 I 1.000 I I .000 -I- .00 I 1 .0 -I- 1.920 -I- .0630 -I- -I- -I- -I- -I- -I- .0209 .04 -I- .34 -I- 2.87 -I- .26 -I- .009 .00 .00 1- PIPE 1007.260 I I 427.572 .350 I I 427.922 I 1.90 I I 7.73 .93 428.85 .00 I .59 I .95 -1- I 1.000 -1- I I .000 -1- .00 I 1 .0 1- -I- 1.598 -I- .0630 -I- -I- -I- -I- -I- -1- .0183 .03 71- .35 -1- 2.69 .26 .009 .00 .00 . PIPE 1008.859 I I 427.673 I .363 I 428.036 I 1.90 I I 7.37 .84 428.88 .00 I .59 I .96 I 1.000 I I .000 -I- .00 I 1 .0 -I- 1.358 -I- .0630 -I- -I- -I- -I- -I- -I- .0161 402 -I- .36 -I- 2.51 -I- . 26 -I- .009 .00 .00 1- PIPE FILE: PHASE4LINEEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -10 =2007 Time: -1: 0:43 STORMDRAIN LINE 11E -1" WATER SURFACE PRESSURE GRADIENT TRACT NO': 31681 -,4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEEI.OUT **** xx* x***x x**** xx** xx*** xx x** x* xx**** x#** ixxxxxxx**x*x*#* xx x*** x***+* xxat##* x* x** xx* xx*x x #xxx # *xxxx #xx *x * *x * *xx *x *x * *x *x xxx *xxxx I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width -I- IDia. -FTlor -I- I.D.1 -I- ZL -I IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I• -I- -I- I I -I- -1- -I- SF Avel HF ISE -I- DpthlFroude -I- NINorm Dp I "N" I X -Fall) ZR IType Ch I 1010.217 I I 427.759 I .376 I 428.135 I 1.90 7.03 I I .77 428.90 .00 I .59 I .97 I I 1.000 .000 .00 I 1 .0 1.161 .0630 .0141 .02 .38 2.35 .26 .009 .00 .00 PIPE 1011.377 I I 427.832 I .389 428.221 I I 1.90 6.70 I I .70 428.92 .00 I .59 I .98 I I 1.000 1 .000 .00 I 1 .0 -I- .976 -I- .0630 -I- -I- -I- -I- -I- -I- .0124 .01 -I- .39 -I- 2.19 -I- .26 -I- .009 -I- .00 .00 1- PIPE 1012.353 I I 427.893 I .403 I 428.296 I 1.90 6.39 I I .63 428.93 .00 I ..59 I .98 I I 1.000 I .000 .00 I 1 .0 -I- .818 -I- .0630 -I- -I- -I- -I- -1- -I- .0109 .01 -I- .40 -I- 2.05 -I- .26 -I- .009 -I- .00 .00 1- PIPE 1013.171 I I 427.945 I .418 I 428.363 I 1.90 6.09 I I .58 428.94 .00 I .59 I .99 I I 1.000 I .000 .00 I 1 .0 .681 .0630 .0095 O1 .42 1.91 .26 .009 .00 .00 PIPE 1013.852 I I 427.988 I .434 I 428.422 I 1.90 5.81 I I .52 428.95 .00 f .59 I .99 I I 1.000 I .000 .00 I 1 .0 -I- .579 -I- .0630 -I- -I- -I- -I- -I- -I- .0084 .00 -I- .43 -I- 1.78 -I- .26 -I- .009 -I- .00 .00 1- PIPE 1014.431 I I 428.024 I .450 I 428.474 I 1.90 5.54 I I .48 428.95 .00 I .59 I 1.00 I I 1.000 I .000 .00 I 1 .0 .491 .0630 .0074 .00 .45 1.66 .26 .009 .00 .00 PIPE 1014.922 I I 428.055 I .466 I 428.521 I 1.90 5.28 I I .43 428.95 .00 I .59 I 1.00 I I 1.000 I .000 .00 I 1 .0 .378 .0630 .0065 .00 .47 1.55 .26 .009 .00 .00 PIPE 1015.301 I I 428.079 I .484 I 428.563 I 1.90 5.04 I I .39 428.96 .00 I .59 I 1_.00 I I 1.000 I .000 .00 I 1 .0 .311 .0630 .0057 .00 .48 1.44 .26 .009 .00 .00 PIPE 1015.611 I I 428.099 I .502 I 428.601 I 1.90 4.80 I I .36 428.96 .00 I .59 I 1.00 I I 1.000 -I- I .000 -I- .00 I 1 .0 1- -I- .216 -I- .0630 -I- -I- -I- -I- -I- -I- .0050 .00 -I- .50 -I- 1.35 -I- .26 .009 .00 .00 PIPE FILE: PHASE4LINEEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial.Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -10 -2007 Time: 2: 0:43 STORMDRAIN LINE 11E =1" WATER SURFACE PRESSURE GRADIENT TRACT NO: 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEEI.OUT ****+*+*#** x**+ xx* r* xx# xx** x+*+++#*+*++#++#*#* xx# xx**#+**#*#* xx+*+*++** xx x*****+*#*** x****# *x * + # + +xx + * +x *x # * * * * * # #x + * + # *x+ + * * *xx +x I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev -I- I (FT) -I- I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width -I- IDia. -FTlor -I- -I- I.D.I -I- ZL IPrs /Pip -I L /Elem ICh Slope I -I- I I -I- I -I- -1- -I- -I- SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch ********* I*+* x# x### I##** x# x# I+##*+++ x+ I+****#+*# I####* x* I**#** x# I* x* x***** I#+* x*** I* xxxx#** I # * * * * # * #I ** * * * *x1 * * *x *x #I * # * ** I * * * * # ** 1015.828 -I- I 428.112 I .522 I I 428.634 I 1.90 I I 4.58 .33 428.96 .00 I I .59 1.00 I I 1.000 I .000 .00 I 1 .0 .164 -I- .0630 -I- -I- -I- -I- -I- -I- -I- .0044 .00 .52 -I- 1.25 .26 -I- -I- .009 -I- .00 .00 1- PIPE 1015.992 I 428.123 I .542 I I 428.665 I 1.90 I I 4.37 .30 428.96 .00 I I .59 1.00 I I 1.000 I .000 :00 I 1 .0 -I- .100 -I- .0630 -I- -I- -I- -I- -I- -I- -I- .0039 .00 .54 -I- 1.16 .26 -I- -I- .009 -I- .00 .00 1- PIPE 1016.091 I 428.129 I .563 I I 428.692 I 1.90 I I 4.16 .27 428.96 .00 I I .59 .99 I I 1.000 I .000 .00 I 1 .0 .019 .0630 .0034 .00 .56 1.08 .26 .009 .00 .00 PIPE 1016.110 I 428.130 I I .587 I 428.717 I 1.90 I I 3.96 .24 428.96 .00 I I .59 .98 I I 1.000 I .000 .00 I 1 .0 I- T1 STORM DRAIN LINE "F" WATER SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEF.OUT SO 571.210 414.000 1 423.560 R 616.420 416.070 1 .009 R 688.530 418.830 1 .009 R 767.710 421.780 1 .009 R 842.460 425.070 1 .009 R 881.700 427.480 1 .009 R 932.510 428.640 1 .009 R 988.630 429.930 1 .009 R 1003.850 430.280 1 .009 SH 1003.850 430.280 1 430.280 CD 1 4 1 .000 2.000 .000 .000 .000 .00 Q 15.800 .0 • 0 .000 .000 0 .000 .000 0 .000 .000 0 .000 .000 0 .000 .000 1 116.448 .000 0 .000 .000 0 .000 - 22.500 0 a � FILE: PHASE4LINEF.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -11 -2007 Time: 8: 9:35 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y'(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "F" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINEF.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 571.210 414.000 1 423.560 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 616.420 416.070 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 688.530 418.830 1 .009 .000 .000 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 767.710 421.780 1 .009 .000 .000 .000 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 842.460 425.070 1 .009 .000 .000 .000 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 881.700 427.480 1 .009 .000 .000 .000 1 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 932.510 428.640 1 .009 25.000 116.448 .000 0 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H - 988.630 429.930 1 .009 .000 .000 .000 0 ELEMENT NO 9 IS A REACH U/S DATA -STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1003.850 430.280 1 .009 .000 .000 - 22.500 0 ELEMENT NO 10 IS A SYSTEM HEADWORKS U/S DATA. STATION INVERT SECT W S ELEV 1003.850 430.280 1 430.280 o =� FILE: PHASE4LINEF.WSW. W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial'Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 7:49:55 STORM DRAIN LINE "F" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEF.OUT ** x*+******+***** x**+*********** x***' k I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 571.210 I I 414.000 9.560 I I 423.560 I 15.80 5.03 I .39 I 423.95 .00 I 1.43 I .00 I 2.000 I I .000 .00 I 1 .0 -I- 45.210 -I- .0458 -I- -I- -I- -I- -I- .0023 -I- .11 -I- 9.56 -I- .00 -I- .65 -I- .009 -I- .00 .00 1- PIPE 616.420 I I 416.070 7.596 I I 423.666 I 15.80 5.03 I .39 I 424.06 .00 I 1.43 I .00 I 2.000 I I .000 .00 I 1 .0 -I- 72.110 -I- .0383 -I- -I- -I- -I- -I- .0023 -I- .17 -I- 7.60 -i- .00 -I- .68 -I- .009 -I- .00 .00 1- PIPE 688.530 I I 418.830 5.004 I I 423.834 I 15.80 5.03 I .39 I 424.23 .00 I 1.43 I .00 I 2.000 I I .000 .00 I 1 .0 -I- 58.419 -I- .0373 -I- -I- -I- -I- -I- .0023 -1- .14 -I- 5.00 -I- .00 -I- .68 -I- .009 -I- .00 .00 I- PIPE 746.949 I I 421.007 2.964 I I 423.971 I 15.80 5.03 I .39 I 424.36 .00 I 1.43 I .00 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 746.949 I I 421.007 I .669 I 421.675 I 15.80 17.16 I 4.57 I 426.25 .00 I 1.43 I 1.89 I 2.000 I I .000 .00 I 1 .0 -I- 20.761 -I- .0373 -I- -I- -I- -I- -I- .0402 -I- .83 -I- .67 -I- 4.33 -I- .68 -I- .009 -I- .00 .00 1- PIPE 767.710 421.780 .669 422.449 15.80 17.16 4.57 427.02 .00 1.43 1.89 2.000 -I- .000 -I- .00 1 .0 -I- 24.829 -I- .0440 -I- -I- -I- -I- -I- .0395 -I- .98 -I- .67 -I- 4.33 -I- .65 .009 .00 .00 1- PIPE 792.539 I I 422.873 I .675 I 423.548 I 15.80 16.94 I 4.46 I 428.00 .00 I 1.43 I 1.89 I 2.000 -I- I I .000 -I- .00 I 1 .0 -I- 49.921 -I- .0440 -I- -I- -I- -I- -I- .0364 -I- 1.82 -I- .68 -I- 4.25 -I- .65 .009 .00 .00 1- PIPE 842.460 I I 425.070 .699 I I 425.769 I 15.80 16.15 I 4.05 I 429.82 .00 I 1.43 I 1.91 I 2.000 I I .000 .00 I 1 .0 -1- 10.435 -I- .0614 -I- -I- -I- -I- -I- .0321 -I- .33 -I- .70 -I- 3.97 -I- .60 -I- .009 -I- .00 .00 1- PIPE 852.895 I I 425.711 I .721 I 426.432 I 15.80 15..48 I 3.72 I 430.15 .00 I 1.43 I 1.92. I 2.000 I I .000 .00 I 1 .0 9.449 .0614 .0284 .27 .72 3.74 .60 .009 .00 .00 1- PIPE o =� • • • FILE: PHASE4LINEF.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 7:49:55 STORM DRAIN LINE "F" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 =4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEF.OUT I Invert I Depth I Water I Q" I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CF$) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I -I- -I- I I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR IType Ch I I I 862.343 I 426.291 I .747 427.038 I I 15.80 I 14:76 3.38 I 430.42 .00 I I 1.43 1.93 I 2.000 I .000 .00 1 .0 -I- 7.703 -I- .0614 -I- -I- -I- -I- -I- .0249 -I- .19 -I- .75 -i- 3.50 -I- .60 -I- .009 -I- .00 .00 1- PIPE 870.047 I I 426.764 I .773 427.537 I I 15.80 I 14.07 3.08 I 430.61 .00 I I 1.43 1.95 I 2.000 I I .000 .00 I 1 .0 -I- 6.328 -I- .0614 -I- -I- -I- -I- -1- .0218 -I- .14 -I- .77 -I- 3.27 -I- .60 -I- .009 -I- .00 .00 1- PIPE 876.375 I I 427.153 I .802 427.955 I I 15.80 I 13.42 2.80 I 430.75 .00 I I 1.43 1.96 I 2.000 I I .000 .00 I 1 .0 5.325 .0614 .0192 .10 .80 3.05 .60 .009 .00 .00 PIPE 881.700 I I 427.480 I .831 428.311 I I 15.80 I 12.79 2.54 I 430.85 .40 I I 1.43 1.97 I 2.000 I I .000 .00 I 1 .0 26.627 .0228 .0171 .45 1.23 2.85 .78 .009 .00 .00 1- PIPE 908.327 I I 428.088 I .853 428.941 I I 15.80 I 12.35 2.37 I 431.31 .37 I I 1.43 1.98 I 2.000 I I .000 .00 I 1 .0 -I- 24.183 -I- .0228 -I- -I- -I- -I- -I- .0153 -I- .37 -I- 1.23 -I- 2.71 -1- .78 -I- .009 -I- .00 .00 1- PIPE 932.510 -I- 428.640 -I- .885 429.525 15.80 11.77 2.15 431.68 .00 1.43 1.99 2.000 .000 -I- .00 1 .0 7.902 .0230 -1- -I- -I- -I- -I- .0139 -I- .11 -I- .89 -I- 2.52 -I- .78 -I- .009 .00 .00 1- PIPE 940.412 -I- I I 428.822 I .899 429.721 I I 15.80 I 11.53 2.06 I 431.79 .00 I I 1.43 1.99 I 2.000 I I .000 .00 I 1 .0 14.918 -I- .0230 -I- -I- -I- -I- -I- .0127 -I- .19 -I- .90 -I- 2.45 -I- .78 -I- .009 -I- .00 .00 1- PIPE 955.331 I I 429.165 I .933 430.098 I I 15.80 I 10.99 1.88 I 431.97 .00 I I 1.43 2.00 I 2.000 I I .000 .00 I 1 .0 11.467 .0230 .0112 .13 .93 .2.28 .78 .009 .00 .00 1- PIPE 966.797 I I 429.428 I .968 430.396 I I 15.80" I 10.48 1.71 I 432.10 .00 I I 1.43 2.00 I 2.000 I I .000 .00 I 1 .0 9.045 .0230 .0098 .09 .97 2.13 .78 .009 .00 .00 PIPE A�� FILE: PHASE4LINEF.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 7:49:55 STORM DRAIN LINE "F" WATER SURFACE PRESSURE GRADIENT TRACT NO:. 31681 -.4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA . FILE: PHA$E4LINEF.OUT Invert I Depth I Water I Q I Vel' Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTior -I- I.D.I -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp I "N" I X -Fall) ZR IType Ch I I 975.843 I I 429.636 1.004 I I 430.640 I 15.80 I 10.00 1.55 I 432.19 .00 I 1.43 I 2.00 I 2.000 I .000 -I- .00 1 .0 -I- 7.113 -I- .0230 -I- -I- -I- -I- -I- .0086 -I- .06 -I- 1.00 -I- 1.98 -I- .78 -I- .009 .00 .00 1- PIPE 982.956 I I 429.800 1.043 I I 430.843 I 15.80 I 9.53 1.41 I 432.25 .00 I I 1.43 2.00 I 2.000 I I .000 -I- .00 I 1 .0 -I- 5.674 -I- .0230 -I- -1- -I- -I- -I- .0076 -I- .04 -I- 1.04 -I- 1.84 -I- .78 -I- .009 .00 .00 1- PIPE 988.630 I I 429.930 1.084 I I 431.014 I 15.80 I 9.09 1.28 I 432.30 .00 I I 1.43 1.99 I 2.000 I I .000 .00 I 1 .0 -I- 3.821 -I- .0230 -I- -I- -I- -I- -I- .0068 -I- .03 -I- 1.08 -I- 1.71 -I- .78 -I- .009 -I- .00 .00 1- PIPE 992.451 I I 430.018 1.119 I I 431.137 I 15.80 I 8.74 1.19 I 432.32 .00 I I 1.43 1.99 I 2.000 I I .000 -I- .00 I 1 .0 -I- 3.766 -I- .0230 -I- -I- -I- -I- -I- .0061 -I- .02 -I- 1.12 -I- 1.61 -I- .78 -I- .009 .00 .00 1- PIPE 996.217 I I 430.105 1.163 I I 431.268 I 15.80 I 8.33 1.08 I 432.35 .00 I I 1.43 1.97 I 2.000 -I- I I .000 -I- .00 I 1 .0 1- -I- 2.890 -I- .0230 -I- -I- -I- -I- -I- .0054 -I- .02 -I- 1.16 -I- 1.50 -I- .78 .009 .00 .00 PIPE 999.107 I I 430.171 1.210 I I 431:381 I 15.80 I 7.94 .98 I 432.36 .00 I I 1.43 1.96 I 2.000 - I 1 .000 - - .00 - 1 1 .0 -I 2.140 - - I - .0230 - I - - I - - I - -1- - I - .0047 7 1- .01 =1- 1.21 - I 1.39 - - .78 I - .009 I I .00 .00 1- PIPE 1001.247 I I 430.220 1.260 I I 431.480 I 15.80 I 7.57 .89 I 432.37 .00 I I 1.43 1.93 I 2.000 I I .000 .00 I 1 .0 1.488 .0230 .0042 O1 1.26 1.28 .78 .009 .00 .00 PIPE 1002.734 I I 430.254 1.313 I I 431.567 I 15.80 I 7.22 .81 I 432.38 .00 I I 1.43 1.90 I 2.000 I I .000 .00 I 1 .0 .862 .0230 .0037 .00 1.31 1.19 .78 .009 .00 .00 PIPE 1003.596 I I 430.274 1.370 I I 431.644 I 15.80 I 6.88 .74 I 432.38 .00 I I 1.43 1.86 I 2.000 I I .000 .00 I 1 .0 .254 .0230 .0033 .00 1.37 1.09 .78 .009 .00 .00 PIPE A�� r� U FILE: PHASE4LINE_F.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 7:49:55 STORM DRAIN LINE "F" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 =4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEF.OUT I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem ICh -Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I I I I I I I I 1003.850 430.280 1.433 431.713 15.80 6.56 .67 432.38 .00 1.43 1.80 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1- I- T1 STORM DRAIN LINE "G" WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEG.OUT SO 652.220 422.420 1 430.000 R 824.910 427.950 1 .009 .000 .000 0 R 982.500 433.740 1 .009 - 12.015 .000 0 JX 985.500 433.670 5 4 .013 6.300 435.370 90.0 R 1014.500 434.020 5 .009 .000 .000 0 SH 101.4.500 434.020 3 434.020 CD 1 4 1 .000 2.000 .000 .000 .000 00 CD 3 4 1 .000 1.500 .000 .000 .000 .00 CD 4 4 1 .000 1.500 .000 .000 .000 .00 CD 5 4 1 .000 1.500 .000 .000 .000 .00 Q 6.300 .0 Eli • .000 FILE: PHASE4LINEG.WSW W S P G W - EDIT LISTING - .Version 14.06 Date: 4 -11 -2007 Time: 9:21:31 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) .Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1' 2.000 CD 3 4 1 1.500 CD 4 4 1 1.500 CD 5 4 1 1.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "G" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LI14EG.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 652.220 422.420 1 430.000 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 824.910 427.950 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 982.500 433.740 1 .009 751.498 - 12.015 .000 0 ELEMENT NO 4 IS A JUNCTION * * * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 985.500 433.870 5 4 0 .013 6.300 .000 435.370 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.500 434.020 5 .009 .000 .000 .000 0 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1014.500 434.020 3 434.020 s � � FILE: PHASE4LINEG.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE.LISTING Date: 4 -11 -2007 Time: 9:21:36 STORM DRAIN LINE "G" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEG.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I -I- Width -I- IDia. -FTIor -I- I.D.I -I- ZL IPrs /Pip -I L /Elem ICh Slope I -I- -I- I I -I- I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 652.220 I I 422.420 7.580 I I 430.000 I 12.60 4.01 I I .25 430.25 .00 I I 1.28 .00 I I 2.000 I .000 .00 I 1 .0 -I- 168.595 -I- .0320 -I- -I- -I- -I- -I- -I- .0015 .25 -i- 7.58 -I- .00 -I- .63 -I- .009 -I- .00 .00 1- PIPE 820.815 I I 427.819 2.429 I I 430.247 I 12.60 4.01 I I .25 430.50 .00 I I 1.28 .00 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP 820.815 427.819 .627 428.446 12.60 - 14.95 3.47 431.92 .00 1.28 1.86 2.000 .000 .00 1 .0. -I- 4.095 -I- .0320 -I- -I- -I- -I- -I- -I- .0327 .13 -I- .63 -I- 3.91 -I- .63 -I- .009 -I- .00 .00 1- PIPE 824.910 1 I 427.950 I .627 I 428.577 I 12.60 14.95 I I 3.47 432.05 .02 I I 1.28 1.66 I I 2.000 I .000 .00 I 1 .0 18.629 .0367 .0320 .60 .64 3.91 .61 .009 .00 .00 1- 'PIPE 843.539 -I- I I 428.634 I .633 I 429.268 I 12.60 14.74 I I 3.37 432.64 .02 I I 1.28 1.86 I I 2.000 I .000 -I- .00 I 1 .0 38.843 -I- .0367 -I- -I- -I- -I- -I- -I- .0294 1.14 -I- .65 -I- 3.83 -I- .61 -I- .009 .00 .00 1- PIPE 882.382 I I 430.062 I .656 I 430.718 I 12.60 14.05 I I 3.07 433.78 .02 I I 1.28 1.88 I I 2.000 I .000 .00 I 1 .0 -I- 23.369 -I- .0367 -I- -I- -I- -I- -I- -I- .0258 .60 -I- .67 -I- .3.58 -I- .61 -I- .009 -I- .00 .00 1- PIPE 905.751 I I 430.920 I .679 I 431.599 I 12.60 13.40 I I 2.79 434.39 .01 I I 1.28 1.89 I I 2.000 I .000 -I- .00 I 1 .0 -I- 16.223 -I- .0367 -I- -I- -I- -I- -I- -I- .0226 .37 -I- .69 -I- 3.35 -I- .61 -I- .009 .00 .00 1- PIPE 921.975 I I 431.516 I .703 I 432.219 I 12:60 12.77 I I 2.53 434.75 .01 I I 1.28 1.91 I I 2.000 I .000 .00 I 1 .0 12.127 .0367 .0198 .24 .72 3.13 .61 .009 .00 .00 PIPE 934.102 i I 431.962 I .728 I 432.690 I 12.60 12.18 I I 2.30 .434.99 .01 I I 1.28 1.92 I I 2.000 I .000 -I- .00 I 1 .0 -I- 9.466 -I- .0367 -I- -I- -I- -I- -I- -I- .0174 .16 -I- .74 -I- 2.93 -I- .61 -I- .009 .00 .00 1- PIPE f\ e FILE: PHASE4LINEG.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial.Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 9:21:36 STORM DRAIN LINE "G" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEG.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I -I- ZI, IPrs /Pip L /Elem ICh Slope I I -I- I -I- I -I- -I- -I- SF Avel HF ISE -I- DpthlFroude -I- -I- NINorm Up -I- I "N" I X -Pall) 2R -I IType Ch I 943.568 I 432.310 I .754 I 433.064 I 12.60 11.61 I I 2.09 435.16 .01 I 1.28 I 1.94 I I 2.000 I .000 .00 f 1 .0 -I- 7.594 -I- .0367 -I- -I- -I- -I- -I- -I- .0152 .12 -I- .76 2.74 -I- -I- .61 -I- .009 -I- .00 .00 1- PIPE 951.162 I I 432.589 I .781 I 433.370 I 12.60 11.07 I I 1.90 435.27 .01 I 1.28 I 1.95 I I 2.000 I .000 .00 I 1 .0 -I- 6.163 -I- .0367 -I- -I- -I- -I- -I- -I- .0134 .08 -I- .79 2.56 -I- -I- .61 -I- .009 -I- .00 .00 1- PIPE 957.325 I I 432.815 I .810 I 433.625 I 12.60 10.56 I I 1.73 435.36 .01 I 1.28 I 1.96 I I 2.000 I .000 .00 I 1 .0 -I- 5.131 -I- .0367 -I- -I- -I- -I- -I- -I- .0117 .06 -I- .82 2.39 -I- -I- .61 -I- .009 -I- .00 .00 1- PIPE 962.457 I I 433.004 I .839 I 433.843 I 12.60 10.07 I I 1.57 435.42 .01 I 1.28 I 1.97 I I 2.000 I .000 .00 I 1 .0 -I- 4.237 -I- .0367 -I- -I- -I- -I- -I- -1- .0103 .04 -I- .85 2.23 -I- -I- .61 -I- .009 -I- .00 .00 1- PIPE 966.693 -I- I I 433.159 I .870 I 434.029 I 12.60 9.60 I I 1.43 435.46 .01 I 1.28 I 1.98 I I 2.000 I .000 .00 I 1 .0 3.540 -I- .0367 -I- -I- -I- -I- -I- -I- .0091 .03 -I- .88 2.08 -I- -I- .61 -I- .009 -I- .00 .00 1- PIPE 970.233 I I 433.289 I .902 I 434.191 I 12.60 9.15 I I 1.30 435.49 01 I 1.28 I 1.99 I I 2.000 I .000 .00 I 1 .0 -I- 2.925 -I- .0367 -I- -I- -I- -I- -I- -I- .0080 .02 -I- .91 1.94 -I- -I- .61 -I- .009 -1- .00 .00 1- PIPE 973.159 I I 433.397 I .936 I 434.333 I 12.60 8.72 I I 1.18 435.51 .01 1 1.28 I 2.00 I I 2.000 I .000 .00 I 1 .0 2.436 .0367 .0070 .02 .94 1.81 .61 .009 .00 .00 PIPE 975.595 I I 433.486 I .971 I 434.457 I 12.60 8.32 I I 1.07 435.53 .01 I 1.28 I 2.00 I I 2.000 I .000 .00 I 1 .0 1.984 ..0367 .0062 .01 .98 1.68 .61 .009 .00 .00 PIPE 977.579 I I 433.559 I 1.008 I 434.567 I 12.60 7.93 I I .98 435.54 .01 I 1.28 I 2.00 I I 2.000 I .000 .00 I 1 .0 -1- 1.591 -I- .0367 -I- -I- -I- -I- -I- -I- .0054 .01 -I- 1.01 1.57 -I- -I- .61 -I- .009 -I- .00 .00 1- PIPE f\ e 0 0 FILE: PHASE4LINEG.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 9:21:36 STORM DRAIN LINE "G" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEG.OUT xxxxxxxxx xxxxxxxxx• xxxx xxxxxx xxxxxx xxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxx: rxxx+ x. xxxxxxxaxrx: xxx +xxxxxxxxxxxxxxxxxrxxxxxxxxx xxxxxxxx I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTior I.D.I ZL IPrs /Pip L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I IType Ch xxxxxxxxxlxxxxxxxxxlxxxxxxxxlxxxxxxxxxlxxxxxxxxxlxxxxxxxlxxxxxxxlxxxxxxxxxlxxxxxxxlxxxxxxxxlxxxxxxxxixxxxxxxlxxxxxxxlxxxxx I Ixxxxxxx 979.170 -I- I 433.618 I 1.047 I 434.665 I 12.60 I 7.56 .89 I 435.55 .00 I I 1.28 2.00 I I 2.000 I .000 .00 I 1 .0 1.243 -I- .0367 -I- -I- -I- -I- -I- .0048 -I- .01 -I- 1.05 -1- 1.46 -I- .61 -I- .009 -1- .00 .00 1- PIPE 980.413 -I- I I 433.663 I 1.088 I 434.751 I 12.60 I 7.21 .81 I 435.56 .00 I I 1.28 1.99 I I 2.000 I .000 .00 I 1 .0 .935 -I- .0367 -I- -I- -I- -I- -I- .0042 -I- .00 -I- 1.09 -I- 1.36 -I- .61 -I- .009 -I- .00 .00 1- PIPE 981.348 -I- I I 433.698 I 1.131 I 434.829 I 12.60 I 6.87 .73 I 435.56 .00 I I 1.28 1.98 I I 2.000 I .000 .00 I 1 .0 .658 -I- .0367 -I- -I- -I- -I- -I- .0037 -I- .00 -I- 1.13 -I- 1.26 -I- .61 -I- .009 -I- .00 .00 1- PIPE 982.006 -I- I I 433.722 I 1.176 I 434.898 I 12.60 I 6.56 .67 I 435.57 .00 I I 1.28 1.97 I I 2.000 I .000 .00 I 1 .0 .378 -I- .0367 -I- -I- -I- -I- -I- .0033 -I- .00 -I- 1.18 -I- 1_.17 -I- .61 -I- .009 -I- .00 .00 1- PIPE 982.384 -I- I I 433.736 I 1.224 I 434.960 I 12.60 I 6.25 .61 I 435.57 .00 I I 1.28 1.95 I I 2.000 I .000 .00 I 1 .0 .116 -I- .0367 -I- -I- -I- -I- -1- .0029 -I- .00 -I- 1.23 -I- 1.08 -I- .61 -I- .009 -I- .00 .00 1- PIPE 982.500 -I- I I 433.740 -I- I 1.276 I 435.016 I 12.60 I 5.95 .55 I 435.57 .00 I I 1.28 1.92 I I 2.000 I .000 .00 I 1 .0 JUNCT STR .0433 -I- -I- -I- -I- -I- .0047 -I- .01 -I- 1.28 -I- 1.00 -I- -I- .013 -I- .00 .00 I- PIPE 985.500 -I- I I 433.870 I 2.001 I 435.871 I 6.30 I 3.57 .20 I 436.07 .00 I I .97 .00 I I 1.500 I .000 .00 I 1 .0 29.000 -1- .0052 -1- -I- -I- -I- -I- .0017 -I- .05 -I- 2.00 -I- .00 -I- .82 -1- .009 -I- .00 .00 1- PIPE 1014.500 -I- I I 434.020 -I- I 1.901 -I- I 435.921 -I- I 6.30 -I- I 3.57 .20 -I- -I- I 436.12 -I- .00 -I- I I .97 -I- .00 -I- I I 1.500 -I- I .000 -I- .00 I 1 .0 I- 1� I T1 STORM DRAIN LINE "H" WATER SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE 4LINEH. OUT SO 732.310 420.000 1 426.220 R 792.370 423.980 1 .009 R 892.870 426.940 1 .009 R 982.480 428.270 1 .009 JX 985.500 428.400 3 2 .013 11.900 430.400 R 1014.500 428.850 3 .009 JX 1018.290 428.980 5 4 .013 "11.900 430.980 R 1220.620 440.470 5 .009 R 1332.690 440.920 5 .009 SH 1332.690 440.920 5 440.920 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 4 1 .000 2.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5 4 1 .000 1.500 .000 .000 .000 .00 Q 16.800 .0 I• U 0 .000 .000 0 .000 .000 0 .000 .000 0 90.0 .000 .000 .000 0 90.0 .000 .000 90.000 1 .000 - 48.035 0 .FILE: PHASE4LINEH.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -26 -2007 Time: 2:31:10 WATER SURFACE.PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 4 1 2.000 CD 3 4 1 2.000 CD 9 4 1 2.000 CD 5 4 1 1.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "H" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO,3 IS - FILE: PHASE4LINEH.OUT . W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 732.310 420.000 1 426.220 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 792.370 423.980 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 892.870 426.940 1 .009 .000 .000 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 982.480 428.270 1 .009 .000 .000 .000 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 4 985.500 428.400 3 2 0 .013 11.900 .000 430.400 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.500 42B.850 3 .009 .000 .000 .000 0 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1018.290 428.980 5 4 0 .013 11.900 .000 430.980 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1220.620 440.410 5 .009 .000 .000 90.000 1 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1332.690 440.920 5 .009 .000 .000 - 48.035 0 ELEMENT NO 10 IS A SYSTEM HEADWORKS =Y,n U/S DATA STATION INVERT SECT 1332.690 440.920 5 W S P G W WATER SURFACE.PROFILE - ELEMENT CARD LISTING W S ELEV 440..920 PAGE NO 3 1 -* FILE: PHASE4LINEH.WSW W S P G W - CIVILDESIGN Version 14.06 PAGE Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -26 -2007 Time: 2:31:13 STORM DRAIN LINE "H" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681-4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEH.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I. Grd.E1.1 Elev I Depth I Width IDia.- FTlor'I.D.I ZL IPrs /Pip -I- L /Elem -I- ICh Slope -I- I ( -I- I -1- I -I- -I- -I- SF Ave( HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- I "N" -1- I X -Fall) ZR -1 (Type Ch. 732.310 I 420.000 I I 6.220 I 42.6.220 I 40.60 12.92 I I 2.59 428.81 I .00 I 1.95 .00 I 2.000 I I .000 .00 I 1 .0 60.060 .0663 .0154 .93 6.22 .00 .98 .009 .00 .00 PIPE 792.370 I I 423.980 I 3.,167 I 427.147 I 40.60 12.92 I I 2.59 429.74 I .00 I 1.95 .00 I 2.000 I I .000 .00 I 1 .0 -I- 10.654 -I- .0295 -I- -I- -I- -I- -I- -I- .0154 .16 -I- 3.17 -I- .00 -I- 1.26 -I- .009 -I- .00 .00 I- PIPE 803.024 I I 424.294 I 3.018 I 427:312 I 40.60 12.92 I I 2.59 429.91 I .00 I 1.95 00 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 803.024 I I 424.294 I 1.442 I 425.735 I 40.60 16.75 I I 4.36 430.09 I .00 I 1.95 1.79 I 2.000 I I .000 .00 I 1 .0 -I- 10.978 -I- .0295 -I- -I- -I- -I- -I- -1- .0201 .22 -I- 1.44 -I- 2.54 -I- 1.26 -I- .009 -I- .00 .00 1- PIPE 814.002 -1- I I 424.617 I 1.463 I 426.080 I 40.60 16.49 I I 4.22 430.30 I .00 I 1.95 1.77 I 2.000 I I .000 .00 I 1 .0 29.231 -1- .0295 -I- -I- -I- -I- -I- -I- .0187 .55 -I- 1.46 -I- 2.46 -I- 1.26 -I- .009 -I- .00 .00 1- PIPE 843.233 I I 425.478 I 1.532 I 427.010 I 40.60 15._72 I I 3.84 430.85 I .00 I 1.95 1.69 I 2.000 I I .000 .00 I 1 .0 21.524 .0295 .0168 .36 1.53 2.24 1.26 .009 .00 .00 PIPE 864.757 I ( 426,112 I 1.609 I 427.721 f 40.60 14.99 I I 3.49 431.21 I .00 I 1.95 1.59 I 2.000 I I .000 .00 I 1 .0 -I- 16.226 -I- .0295 -I- -I- -I- -I- -I- -I- .0153 .25 -I- 1.61 -I- 2.02 -I- 1.26 -I- .009 -I- .00 .00 1- PIPE 880.984 I I 426,590 I 1.696 I 428.286 ! 40.60 14.29 I I 3.17 431.46 I .00 I 1.95 1.44 I 2.000 I I .000 .00 I 1 .0 11.886 .0295 .0141 .17 1.70 1.79 1.26 .009 .00 .00 PIPE 892.870 =1- I I 426.940 I 1.802 I 428.742 I 40.60 13.62 I I 2.88 431.62 I ..00 I 1.95 1.20 I 2.000 I I .000 - .00 I 1 .0 89.610 -I- .0148 -I- -I- -I- -I- -I- -I- .0137 1.22 -I- 1.80 -I- 1.52 -I- 1.68 -I- .009 -I- .00 .00 1- PIPE 1 RAJ VN lY > -i FILE: PHASE4LINEH.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -26 -2007 Time: 2:31:13 STORM DRAIN LINE "H" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEH.OUT ( Invert I Depth I Water I Q ( Vel Vel I Energy I Super (Critical(Flow Top(Height /IBase WtI INo Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth -I- I Width IDia. -FTIor -I- I.D.I -I- ZL -I IPrs /Pip L /Elem ICh Slope I -I- -I- I I -I- I -I- -I- -I- -I- SF Avel HF ISE DpthIFroude NINorm -I- Dp I "N" I X -Fall) ZR IType Ch xx+ wx++++ Ix++ x++++ wl+++++++ xlxwxwx++ x+ I++ wxxxwx+ I+ wxx+ x+ Iwxwxw++ Iwxx++++ wwl+++«+ xxl++++++«« Ix + + +w +w +I +x + + +xxl +xx +wwxlw I +xwx I +wx + + +w 982.480 I I 428.270 1.955 I I 430.225 I 40.60 I I 13.00 2.62 432.85 I .00 1.95 I .59 I I 2.000 .000 .00 I 1 .0 JUNCT STR .0430 .0224 .07 1.95 1.00 .013 .00 .00 PIPE 985.500 I I 428.400 4.525 I I 432.925 I 28.70 I I 9.14 1.30 434.22 I .00 1.84 I .00 I I 2.000 I .000 .00 I 1 .0 -I- 29.000 -I- .0155 -I- -I- -I- -I- -I- -I- .0077 .22 -I- 4.52 -I- .00 -I- 1.24 -I- .009 -I- .00 .00 1- PIPE 1014.500 I I 428.850 4.298 I I 433.148 I 28.70 I I 9.14 1.30 434.44 I .00 1.84 I .00 I I 2.000 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0343 -I- -I- -I- -I- -I- -I- .0208 .08 -I- 4.30 -I- .00 -I- -I- .013 -I- .00 .00 I- PIPE 1016.290 I I 428.980 5.544 I I 434.524 I 16.80 I I 9.51 1.40 435.93 I .00 1.44 I .00 I I 1.500 I .000 .00 I 1 .0 -I- 45.818 -I- .0568 -I- -I- -I- -I- -I- -I- .0123 .56 -I- 5.54 -I- .00 -I- .72 -I- .009 -1- .00 .00 1- PIPE 1064.108 I I 431.582 3.708 I I 435.290 I 16.80 I I 9.51 1.40 436.69 I .00 1.44 I .00 I I 1.500 I .000 .00 I 1 .0 HYDRAULIC JUMP 1064.108 I I 431.582 .750 ! I 432.332 ! 16.80 I I 19.02 5.62 437.95 I .00 1.44 I 1.50 I I 1.500 I .000 -I- .00 I 1 .0 -I- 14.534 -I- .0568 -I- -I- -I- -I- -I- -I- .0483 .70 -I- .75 -I- 4.37 -I- .72 -I- .009 .00 .00 1- PIPE 1078.642 I I 432.407 .756 I I 433.163 I 16.80 I I 18.80 5.49 438.65 I .00 1.44 I 1.50 I I 1.500 -I- I .000 -I- .00 I 1 .0 -I- 39.103 -I- .0568 -I- -I- -I- -I- -I- -I- .0448 1.75 -I- .76 -I- 4.29 -I- .72 .009 .00 .00 1- PIPE 1117.745 I I 434.628 .785 I I 435.413 I 16.80 I I 17.93 4.99 440.40 I .00 1.44 I 1.50 I I 1.500 I .000 -I- .00 I 1 .0 -I- 24.412 -I- .0568 -I- -I- -I- -I- -I- -I- .0395 .96 -I- .79 -I- 4.00 -I- .72 -I- .009 .00 .00 1- PIPE 1142.157 I I 436.014 .816 I I 436.830 I 16.80 I I 17.10 4.54 441.37 I .00 1.44 I 1.49 I I 1.500 I .000 .00 I 1 .0 -I- 17.332 -I- .0568 -I- -I- -I- -i- -I- -I- .0348 .60 -I- .82 -I- 3.71 -I- .72 -I- .009 -I- .00 .00 1- PIPE RAJ VN lY > -i FILE: - PHASE4LINEH.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package,Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -26 72007 Time: 2:31:13 STORM DRAIN LINE "H" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4.TD DESERT.DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEH.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow TopIReight /IBase Wt1 INo Wth Station -I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 E10v I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -1- I X -Fa111 ZR -1 IType Ch I 1159.489 I 436.999 .848 I I 437.847 I 16.80 16.30 I I 4.13 441.97 .00 I 1.44 I 1.49 I I 1.500 I .000 .00 I 1 .0 13.106 .0568 .0308 .40 .85 3.45 .72 .009 .00 .00 PIPE 1172.595 I I 437.743 .882 I I 438.625 I 16.80 15.54 I I 3.75 442.38 .00 I 1.44 I 1.48 I I 1.500 I .000 .00 I 1 .0 10.311 .0568 .0272 .28 .88 3.20 .72 .009 .00 .00 PIPE 1182.906 -I- I I 438.328 .918 I I 439.246 I 16.80 14.82 I I 3.41 442.66 .00 I 1.44 I 1.46 I I 1.500 I .000 .00 I 1 .0 8.321 -I- .0568 -I- -I- -1- -I- -I- -I- .0241 .20 -1- .92 -I- 2.97 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1191.227 -I- I I 438.801 .956 I I 439.757 I 16.80 14.13 I I 3.10 442.86 .00 I 1.44 I 1.44 I I 1.500 I .000 .00 I 1 .0 6.828 -I- .0568 -I- -I- -I- -I- -I- -I- .0214 .15 -I- .96 -I- 2.74 -I- .72 -I- .009 -I- .00 .00 I- PIPE 1198.055 I I 439.189 I .996 I 440.185 I 16.80 13.47 I I 2.82 443.00 .00 I 1.44 I 1.42 I I 1.500 I .000 .00 I 1 .0 5.616 .0568 .0190 .11 1.00 2.53 .72 .009 .00 .00 1- PIPE 1203.671 I I 439.508 1.040 I I 440.548 I 16.80 12.84 I I 2.56 443.11 .00 I 1.44 I 1.38 I I 1.500 I .000 .00 I 1 .0 -I- 4.667 -I- .0568 -I- -I- -I- -I- -I- -I- .0170 .08 -I- 1.04 -I- 2.33 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1208.338 I I 439.773 I 1.087 I 440.860 I 16.80 12.25 I I 2.33 443.19 .00 I 1.44 I 1.34 I I 1.500 I .000 .00 I 1 .0 3.862 .0568 .0152 .06 1.09 2.13 .72 .009 .00 .00 PIPE 1212.200 I I 439.992 I 1.138 I 441.130 I 16.80 11.68 ! I 2.12 443.25 .00 I 1.44 I 1.28 I I 1.500 I .000 .00 I 1 .0 3.163 .0568 .0136 .04 1.14 1.94 .72 .009 .00 .00 1- PIPE 1215.363 I I 440.171 I 1.194 I 441.366 I 16.80 11.13 I I 1.92 443.29 .00 I i 1.44 1.21 I I 1.500 I .000 .00 I 1 .0 -I- 2.498 -I- .0568 -I- -I- -I- -I- -I- -I- .0124 .03 -I- 1.19 -I- 1.76 -I- .72 -I- .009 -I- .00 .00 I- PIPE II 'j X71_ • r �k 1t ?` 7. FILE: PHASE4LINEH.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -26 -2007 Time: 2:31:13 STORM DRAIN LINE "H" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEH.OUT I Invert I Depth I Water I 4 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl [No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude N1Norm Dp I "N" I X -Fall) ZR IType Ch +++++++++ I+++++++++ I++++++++ I+++++++*+ I+++++++++ I++++ a++ I+++++++ I+++++++++ I+++++++ I+#++++++ I + + + + + + + +I + + + + + + +I * + + + + + +I + + + ++ I + + + + + ++ 1217.860 I I 440.313 I 1.258 I 441.571 I I I 16.80 10.61 1.75 443.32 .00 I I 1.44 1.10 I 1.500 I I .000 .00 I 1 .0 -I- 1.850 -I- .0568 -I- -I- -I- -I- -I- -I- -I- .0113 .02 1.26 -I- 1.56 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1219.710 I I 440.418 I 1.333 I 441.751 I I I 16.80 10.12 1.59 443.34 .00 I I 1.44 .94 I I 1.500 -I- I ..000 .00 I 1 .0 -I- .910 -I- .0568 -I- -I- -I- -1- -1- -I- -I- .0108 .01 1.33 -I- 1.34 -I- .72 .009 -I- .00 .00 1- PIPE 1220.620 I I 440.470 I 1.437 I 441.907 I I I 16.80 9.65 1.44 443.35 .00 I I 1.44 .60 I 1.500 I I .000 .00 I •1 .0 -I- 3.077 -I- .0040 -I- -1- -I- -I- -I- -I- -I- .0110 .03 1.44 -I- 1.00 -I- 1.50 -I- .009 -I- .00 .00 1- PIPE 1223.697 i I 440.482 I 1.500 I 441.982 I I I 16.80 9.51 1.40 443.39 .00 I I 1.44 .00 I I 1.500 I .000 .00 I 1 .0 -I- 108.993 -I- .0040 -I- -I- -I- -I- -I- -I- -I- .0118 1.29 1.50 -I- .00 -I- 1.50 -I- .009 -I- .00 .00 1- PIPE 1332.690 -1- I I 440.920 -I- I 2.399 -I- I 443.319 -I- I I 1 16.80 9.51 1.40 444.72 .00 -I- -I- -I- -I- -I- I I 1.44 -I- .00 -I- I 1.500 -I- I I .000 -I- .00 I 1 .0 I- r �k 1t ?` 7. T1 STORM DRAIN LINE "I" WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 -4 TD DESERT DE`7 @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEI.OUT SO 643.460 415.460 1 426.220 R 755.330 424.820 1 .009 .000 .000 0 R 982.420 429.330 1 .009 .000 .000 0 JX 985.500 429.460 3 2 .013 6.000 431.460 90.0 R 1014.500 429.600 3 .009 .000 .000 0 JX 1017.730 429.730 3 3 .013 5.900 431.730 90.0 R 1101.830 439.090 7 .013 .000 .000 0 SH 1101.830 439.090 7 439.090 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 4 1 .000 2.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5 4 1 .000 2.000 .000 .000 .000 .00 CD 7 •4 1 .000 1.500 .000 .000 .000 .00 Q 8.800 .0 000 000 .IN FILE: PHASE4LINEI.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -11 -2007 Time: 2:43:43 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) 'Y(4) Y.(5) Y(6) Y(7) Y(8) Y(9)- Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 4 1 2.000 CD 3 4 1 2.000 CD 4 4 1 2.000 CD 5 4 1 2.000 CD 7 4 1 1.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "I" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE41,I10I.01UT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1'IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 643.460 415.460 1 426.20 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 755.330 424.820 1 ..009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 982.420 429.330 1 .009 .000 .000 .000 0 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 985.500 429.460 3 2 0 .013 6.000 .000 431.460 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.500 429.600 3 .009 .000 .000 .000 0 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1017.730 429.730 3 3 0 .013 5.900 .000 431.730 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT .SECT N RADIUS ANGLE ANG PT MAN H 1101.830 439.090 7 ..013 .000 .000 .000 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1101.830 439.090 7 439.090 .IN FILE: PHASE4LINEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 2:43:48 STORM DRAIN LINE "I" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4 "LINEI.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -1- -I- SF Avel HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- I "N" I X -Fa111 ZR IType Ch 643.460 I I 415.460 I 10.760 I 426.220 I 20.70 I I 6.59 .67 426.89 .00 I 1.63 I .00 I 2.000 I I .000 .00 I 1 .0 -I- 96.379 -I- .0837 -I- -I- -I- -I- -I- -I- .0040 .39 -I- 10.76 .00 -I- -I- .64 -I- .009 -I- .00 .00 1- PIPE 739.839 I I 423.524 I 3.078 I 426.602 I 20.70 I I 6.59 .67 427.28 .00 I 1.63 I .00 t 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 739.839 -I- I I 423.524 -I- I .85.9 I 424.383 I 20.70 I I 16.04 4.00 428.38 .00 I 1.63 I 1.98 I 2.000 I I .000 .00 I 1 .0 1.187 .0837 -I- -I- -I- -I- -1- -I- .0270 .03 -I- .86 3.50 -I- -I- .64 -I- .009 -I- .00 .00 1- PIPE 741.026 I I 423.623 I .865 I 424.488 I 20.70 I I 15.90 3.93 428.42 .00 I 1.63 I 1.98 1 2.000 I I .000 .00 I 1 .0 -I- 5.541 -I- .0837 -I- -I- -I- -I- -I- -I- .0250 .14 -I- .87 3.46 -I- -I- .64 -I- .009 -I- .00 .00 1- PIPE 746.567 I I 424.087 I .897 I 424.984 I 20.70 I I 15.16 3.57 428.55 .00 f 1.63 I 1.99 I 2.000 I I .000 .00 I 1 .0 -I- 4.726 -I- .0837 -1- -I- -I- -I- -I- -I- .0220 .10 -I- .90 3.23 -I- -I- .64 -I- .009 -I- .00 .00 1- PIPE 751.294 I I 424.482 I .930 I 425.412 I 20.70 I I 14.46 3.25 428.66 .00 I 1.63 I 2.00 I 2.000 I I .000 .00 I 1 .0 -I- 4.036 -I- .0837 -I- -I- -I- -I- -I- -I- .0193 .08 -I- .93 3.01 -I- -I- .64 -I- .009 -I- .00 .00 1- PIPE 755.330 I I 424.820 I .965 I 425.785 I 20.70 I 1 13.78 2.95 428.74 .00 I 1.63 I 2.00 I 2.000 I I .000 -I- .00 I 1 .0 -I- 61.963 -I- .0199 -I- -I- -I- -I- -I- -I- .0174 1.08 -I- .97 2.80 -I- -I- .94 -I- .009 .00 .00 1- PIPE 817.293 I I 426.051 I .988 I 427.039 I 20.70 I I 13.38 2.78 429.82 .00 I 1.63 I 2.00 I 2.000 -I- I I .000 -I- .00 I 1 .0 -I- 51.724 -I- .0199 -I- -I- -I- -I- -I- -I- .0157 .81 -I- .99 2.68 -I- -I- .94 .009 .00 .00 1- PIPE 869.017 I I 427.078 I 1.026 I 428.104 I 20.70 I I 12.75 2.53 430.63 .00 I 1.63 I 2.00 I 2.000 I I .000 -I- .00 I 1 .0 -I- 31.676 -I- .0199 -I- -I- -I- -I- -I- -I- .0138 .44 -I- 1.03 2.49 -I- -I- .94 -I- .009 .00 .00 1- PIPE lt4'y FILE: PHASE4LINEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 2:43:48 STORM DRAIN LINE "I" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PkASE4LINEI.OUT I Invert_ I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.1 -I- ZL -I 1Prs /Pip L /Elem -I- ICh Slope I -I- -I- I ( -1- I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I X -Fa111 ZR IType Ch #* w*#*+** I*#*+*+#*# I*+}*** x* I Iw*#***#*# I#****}### I*#* w+* wlw****+* I***#*} w+* I++*#**# I# w#*}*}+ I *# } # * * * *I # * * *x # *I * * # # * # *I *+ # ** I ** * # * *+ 900.693 I 427.707 1.065 I I 428.772 I 20.70 12.16 I I 2.30 431.07 .00 I 1.63 I 2.00 I 2.000 I I .000 .00 I 1 .0 -I- 21.785 -I- .0199 -I- -I- -I- -I- -1- -I- .0122 .27 -I- 1.07 -I- 2.32 -I- .94 -I- .009 -I- .00 .00 I- PIPE 922.479 I I 428.140 1.107 I I 429.247 I 20.70 11.60 I I 2.09 431.33 .00 I 1.63 I 1.99 I 2.000 I I .000 .00 I 1 .0 -I- 16.049 -I- .0199 -I- -I- -I- -I- -I- -I- .0108 .17 -I- 1.11 -I- 2.16 -I- .94 -I- .009 -I- .00 .00 1- PIPE 938.528 I I 428.458 I 1.151 I 429.609 I 20.70 11.06 ! I 1.90 431.51 .00 I 1.63 I 1.98 I 2.000 I I .000 .00 1 1 .0 12.241 .0199 .0095 .12 1.15 2.00 .94 .009 .00 .00 PIPE 950.769 I I 428.701 I 1.197 I 429.899 I 20.70 10.54 I I 1.73 431.62 .00 I 1.63 I 1.96 I 2.000 I I .000 .00 I 1 .0 9.432 .0199 .0084 .08 1.20 1.86 .94 .009 .00 .00 PIPE 960.201 -I- I I 428.889 I 1.246 I 430.135 I 20.70 10.05 I I 1.57 431.70 .00 I 1.63 I 1.94 I I 2.000 I .000 .00 I 1 .0 7.231 -I- .0199 -I- -I- -I- -I- -I- -I- .0075 .05 -1- 1.25 -I- 1.72 -I- .94 -I- .009 -I- .00 .00 1- PIPE 967.432 I I 429.032 I 1.299 I 430.331 I 20.70 9.58 I I 1.43 431.76 .00 I 1.63 I 1.91 I 2.000 I I .000 .00 I 1 .0 -I- 5.643 -I- .0199 -I- -I- -I- -I- -I- -I- .0066 .04 -I- 1.30 -I- 1.59 -I- .94 -I- .009 -I- .00 .00 1- PIPE 973.076 I I 429.144 I 1.354 I 430.499 I 20.70 9.14 I I 1.30 431.79 .00 I 1.63 I 1.87 I 2.000 I I .000 .00 I 1 .0 4.145 .0199 .0059 .02 1.35 1.46 .94 .009 .00 .00 PIPE 977.221 I I 429.227 I 1.414 I 430.641 I 20.70 8.71 I I 1.18 431.82 .00 I 1.63 I 1.82 I 2.000 I I .000 .00 I 1 .0 2.889 .0199 .0053. .02 1.41 1.34 .94 .009 .00 .00 PIPE 980.108 429.284 1.479 430.763 20.70 8.31 1.07 431.83 .00 1.63 1.76 2.000 .000 .00 1 .0 -I- 1.744 -I- .0199 -I- -I- -I- -I- -I- -I- .0047 .01 -I- 1.48 -I- 1.23 -I- .94 -I- .009 -I- .00 .00 1- PIPE lt4'y I',', ,Qb FILE: PHASE4LINEI.WSW W S P G W- CIVILDESIGN version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 2:43:48. STORM DRAIN LINE "I" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEI.0UT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I -I- Width -I- IDia. -FTIor -I- I.D.I -I- ZL IPrs /Pip -1 L /Elem ICh Slope I -I- I I -I- I -I- -I- -I- SF Avel HF ISE -I- DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch 981.854 -I- I I 429.319 I 1.550 ! 430.869 I 20.70 7.92 I ! .97 431.84 :00 I I 1.63 1.67 I ! 2.000 ! .000 -I- .00 ! 1 .0 .566 -I- .0199 -I- -I- -I- -I- -I- -I- .0043 .00 -I- 1.55 -I- 1.12 -I- .94 -I- .009 .00 .00 1- PIPE 982.420 I ! 429.330 I 1.631 I 430.961 I 20.70 7.55 I I .88 431.85 .00 I I 1.63 1.55 I I 2.000 I .000 .00 I 1 .0 -I- JUNCT STR -1- .0422 -I- -I- -I- -I- -I- -I- .0063 .02 -I- 1.63 -I- 1.00 -I- -I- .013 -I- .00 .00 I- PIPE 985.500 I I 429.460 I 2.443 I 431.903 I 14.70 4.68 I I .34 432.24 .00 I I 1.38 .00 I I 2.000 I .000 .00 I 1 .0 -I- 29.000 -I- .0048 -I- -I- -I- -I- -I- -I- .0020 .06 -I- 2.44 -I- .00 -I- 1.17 -I- .009 -I- .00 .00 1- PIPE 1014.500 I I 429.600 I 2.362 I 431.962 I 14.70 4.68 I I .34 432.30 .00 I I 1_.38 .00 I I 2.000 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0402 -I- -I- -I- -1- -I- -I- .0029 .01 -I- 2.36 -I- .00 -I- -I- .013 -I- .00 .00 I- PIPE 1017.730 I I 429.730 I 2.677 I 432.407 I 8.80 4.98 I I .39 432.79 .00 I I 1.15 .00 I I 1.500 I .000 .00 I 1 .0 -I- 1.166 -I- .1113 -I- -I- -I- -I- -I- -I- .0070 .01 -I- 2.68 -I- .00 -I- .51 -17 .013• -1- .00 .00 1- PIPE 1018.896 I I 429.860 I 2.555 I 432.415 I 8.80 4.98 I I .39 432.80 .00 I I 1.15 .00 I I 1.500 I .000 .00 I 1 .0 HYDRAULIC JUMP 1018.896 I I 429.860 I .518 I 430.378 I 8.80 16.25 I ! 4.10 434.48 .00 I ! 1.15 1.43 I ! 1.500 I .000 .00 I 1 .0 24.821 .1113 .1021 2.53 .52 4.65 .51 .013 .00 .00 1- PIPE 1043.718 I I 432.622 I .530 I 433.152 I 8.80 15.74 I ! 3.85 437.00 .00 I I 1.15 1.43 I ! 1.500 -1- I .000 -1- .00 I 1 .0 1- 71- 16.770 -1- .1113 -I- -I- -I- -1- -1- -1- .0916 1.54 -1- .53 -1- 4.44 -1- .51 .013 .00 .00 PIPE 1060.487 I ! 434.489 I .549 I 435.038. I 8.80 15.01 ( I 3.50 438.54 .00 I I 1.15 1.45 - -I- I I 1.500 -J- I .000 -1- .00 ! 1 .0 17 -I- 9.618 -I- .1113 -I- -1- -I- -I- -I- -I- .0803 .77 -1- .55 -I- 4.15 .51 .013 .00 .00 PIPE I',', ,Qb n��l FILE: PHASE4LINEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 2:43:48 STORM DRAIN LINE "I" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEI.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /!Base Wtl INa Wth Station -I- I Elev I -I- (FT) I -I- Elev I (CFS) I -I- (FPS) Head I Grd.E1.1 -I- Elev I Depth -I- I Width -I- IDia. -FTlor -I- I.D.1 -I- ZL -I IPrs /Pip L /Elem ICh Slope I I -I- I I -I- -I- -I- SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch. 1070.105 -I- I I 435.559 I .569 I 436.128 I 8.80 14.31 I I 3.18 439.31 .00 I 1.15 I 1.46 I 1.500 I I .000 .00 I 1 .0 6.586 -I- .1113 -I- -I- -I- -I- -I- -I- .0704 .46 -I- .57 -I- 3.88 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1076.690 I I 436.292 I .589 I 436.881 I 8.80 13.64 I 1 2.89 439.77 .00 I 1.15 I 1.47 I 1.500 I I .000 .00 I 1 .0 4.866 .1113 .0618 .30 .59 3.62 .51 .013 .00 .00 1- PIPE 1081.556 I I 436.834 I .611 I 437.445 I 8.80 13.01 I I 2.63 440.07 .00 I 1.15 I 1.47 I 1.500 I I .000 .00 I 1 .0 3.804 .1113 .0543 .21 .61 3.38 .51 .013 .00 .00 1- PIPE 1085.360 I I 437.257 I .633 I 437.890 I 8.80 12.40 1 I 2.39 440.28 .00 I 1.15 I 1.48 I 1.500 I I .000 .00 I 1 .0 3.051 .1113 .0476 .15 .63 3.16 .51 .013 .00 .00 PIPE 1088.410 -I- I I 437.596 I .656 I 438.253 I 8.80 11.83 I I 2.17 440.42 .00 I 1.15 I 1.49 I 1.500 I I .000 -1- .00 I 1 .0 2.484 -I- .1113 -I- -I- -I- -1- 71- -1- .0419 .10 -1- .66 -1- 2.95 -1- .51 -1- .013 .00 • .00 1- PIPE 1090.894 I I 437.873 I .681 I 438.554 I 8.80 11.28 I I 1.97 440.53 .00 I 1.15 I 1.49 -I- I 1.500 I I .000 -I- .00 I 1 .0 -I- 2.074 -i- .1113 -I- -I- -I- -I- -I- -I- .0368 .08 -I- .68 -I- 2.75 .51 -I- .013 .00 .00 1- PIPE 1092.969 I I 438.104 I .706 I 438.810 I 6.80 10.75 I I 1.80 440.60 .00 I 1.15 I 1.50 I 1.500 I I .000 -I- .00 I 1 .0 -I- 1.726 -I- .1113 -1- -I- -I- -I- -I- -I- .0324 .06 -I- .71 -I- 2.56 -I- .51 -I- .013 .00 .00 1- PIPE 1094.694 I I 438.296 I .733 I 439.029 I 8.80 10.25 I I 1.63 440.66 .00 I 1.15 I 1.50 -I- I 1.500 -I- I I .000 -I- .00 I 1 .0 1- -I- 1.454 -I- .1113 -1- -I- -I- -I- -I- -I- .0285 .04 -i- 73 -I- 2.39 .51 .013 .00 .00 PIPE I 1096.148 ( I 438.458 I .761 I 439.219 I 8.80 9.77 I I 1.48 440.70 .00 I 1.15 I 1.50 I 1.500 -I- I 1 .000 -1- .00 1 .0 1- -I- 1.228 -I- .1113 -I- -I- -I- -1- -1 -. -1- .0251 .03 -17 .76 -1- . 2.22 -1- .51 .013 .00 .00 PIPE n��l FILE: PHASE4LINEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 2:43:48 STORM DRAIN LINE "I" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEI.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /laase Wtl INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width -I- IDia. -FTIor -I- I.D.I -I- ZL IPrs /Pip -I L /Elem ICh Slope I I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- gpthlFroude -I- NINorm Dp I "N" I X -Fall) ZR IType Ch I I I 1097.376 I 438.594 I .790 I 439.384 I 8.80 I 9.32 1.35 I 440.73 .00 I I 1.15 1.50 I 1.500 I .000 .00 1 .0 -I- 1.027 -I- .1113 -I- -I- -I- -I- -I- .0221 -I- .02 -I- .79 -1- 2.07 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1098.404 -I- I I 438.709 I .821 I 439.530 I 8.80 I 8.89 1.23 I 440.76 .00 I I 1.15 1.49 I 1.500 I I .000 .00 I 1 .0 .866 -I- .1113 -I- -I- -I- -I- -I- .0195 -I- .02 -I- .82 -I- 1.92 -I- .51 -I- .013 -i- .00 .00 1- PIPE 1099.270 I I 438.805 I .853 I 439.658 I 8.80 I 8.47 1.11 I 440.77 .00 I I 1.15 1.49 I 1.500 I I .000 .00 I 1 .0 -I- .716 -I- .1113 -I- -I- -I- -1- -I- .0173 -I- .01 -I- .85 -I- 1.79 -I- .51 -I- .013 -I- .00 .00 I- PIPE 1099.986 -I- I I 438.885 -I- I .887 I 439.772 I 8.80 I 8.08 1.01 I 440.79 .00 I I 1.15 1.47 I 1.500 I I .000 .00 I 1 .0 .574 .1113 -I- -I- -I- -1- -I- .0153 -I- .01 -I- .89 -I- 1.66 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1100.560 I I 438.949 I .924 I 439.873 I 8.80 I 7.70 .92 I 440.79 .00 I I 1.15 1.46 I 1.500 I I .000 .00 I 1 .0 .468 .1113 .0135 .01 .92 1.53 .51 .013 .00 .00 PIPE 1101.028 -I- I I 439.001 I .962 I 439.963 I 8.80 I 7.34 .84 I 440.80 .00 I I 1.15 1.44 I 1.500 -I- I I .000 -I- .00 I 1 .0 .354 -I- .1113 -I- -I- -1- -I- -I- .0120 -I- .00 -I- .96 -I- 1.42 -I- .51. .013 .00 .00 I- PIPE 1101.381 I I 439.040 I 1.003 I 440.043 I 8.80 I 7.00 .76 I 440.80 .00 I I 1.15 1.41 I 1.500 -I- I I .000 -I- .00 I 1 .0 -I- .250 -I- .1113 -I- -I- -I- -I- -I- .0107 -I- .00 -I- 1.00 -I- 1.31 -I- .51 .013 .00 .00 1- PIPE 1101.632 I I 439.068 I 1.047 I 440.115 I 8.80 I 6.68 .69 I 440.81 .00 I I 1.15 1.38 I 1.500 -I- I I .000 -I- .00 I 1 1- .0 -I- .147 -I- .1113 -I- -I- -I- -I- -I- .0095 -I- .00 -I- 1.05 -I- 1.20 -I- .51 .013 .00 .00 PIPE 1101.779 I I 439.084 I 1.095 I 440.179 I 8.80 I 6.37 .63 I 440.81 .00 I I 1.15 1.33 I 1.500 -I- I I .000 -I- .00 I 1 1- .0 -I- .051 -I- .1113 -I- -I- -I- -I- -I- .0085 -I- .00 -I- 1.10 -I- 1.10 -I- .51 .013 .00 .00 PIPE n a FILE: PHASE4LINEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 6 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 9 -11 -2007 Time: 2:93:48 STORM DRAIN LINE "I" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEI.OUT xxxxxxxxx+ xxxxxxx++ xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx++ xxxxxx++ xxxxxxxx+ xx+ xx++ x+ + +xxx + +xxxx +xxxx +xxxxt +xx + +xx +x + + +xxx I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.0 .l Elev I Depth I Width IDia. -FTior I.D.I ZL IPrs /Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem ICh Slope I I I I. SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch +++ xxx+ xxlxxx+++ xxxlxxxxxxxxlx+ xxx+ xx+ Ixxxx*+ xxxlx++ xxx+ Ixxx++ xxlxx++ xxx+ xlxxxxxx+ Ixxxxxxxxlxx + + + +x +Ixxxxxxxlxxxx +xxlx +xxx Ix +xx +xx I I I I I I I I I I I I I 1101.830 439.090 1.148 440.238 8.80 6.06 .57 440.81 .00 1.15 1.27 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- * -rD .d T1 STORM DRAIN LINE "J" WATER SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE42INEJ.OUT - 95.531 SO 419.110 410.070 1 425.000 R 867.640 932.080 1 .009 R 917.660 933.580 1 .009 R 985.000 934.980 1 .009 R 1000.000 934.680 1 .009 SH 1000.000 434.680 1 434.680 CD 1 4 1 .000 2.000 .000 .000 .000 .00 Q 8..000 .0 C� 0 0 .000 .000 1 - 95.531 .000 0 .000 .000 0 .000 - 29.221 0 FILE: PHASE4LINEJ.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -11 -2007 Time: 1:15:49 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L 2R INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7)- Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "J" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681-4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LnMJ.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 414.110 410.070 1 425.000 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 867.640 432.080 1 .009 .000 .000 .000 1 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 917.660 433.580 1 .009 30.000 - 95.531 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 985.000 434.480 1 .009 .000 .000 .000 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1000.000 434.680 1 .009 .000 .000 - 29.221 0 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1000.000 434.680 1 434.680 ''� "a 0 FILE: PHASE4LINEJ.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 1:15:55 STORM DRAIN LINE "J" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEJ.OUT I Invert I Depth I Water I Q 1 Vel Vel 1 Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 1 414.110 I I 410.070 14.930 I ! 425.000 I 8.00 I I 2.55 .10 425.10 ! .00 1.01 I .00 I I 2.000 I .000 .00 1 .0 -1- 269.404 -17 .0485 -1- -1- -1- -1- -1- -1- .0006 .16 -1- 14.93 -1- .00 -1- .45 -1- .009 -1- .00 .00 1- PIPE 683.514 I I 423.144 2.020 I I 425.164 I 8.00 I I 2.55 .10 425.26 I .00 1.01 I .00 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 683.514 I I 423.144 .450 I I 423.594 I 8.00 I I 15.11 3.55 427.14 I .00 1.01 I 1.67 I 2.000 I I .000 .00 I 1 .0 -I- 34.160 -I- .0485 -I- -I- -I- -I- -I- -I- .0481 1.64 -I- .45 -1- 4.73 -I- .45 -I- .009 -I- .00 .00 1- PIPE 717.674 I I 424.802 .452 I I 425.254 I 8.00 I I 15.01 3.50 428.75 I .00 1.01 I 1.67 I I 2.000 I .000 .00 I 1 .0 -I- 76.744 -I- .0485 -I- -I- -I- -I- -I- -I- .0446 3.42 -I- .45 -I- 4.69 -I- .45 -I- .009 -I- .00 .00 1- PIPE 794.417 I I 428.526 .467 I I 428.994 I 8.00 I I 14.31 3.18 432.17 I .00 1.01 I 1.69 I 2.000 I I .000 .00 I 1 .0 28.546 .0485 .0390 1.11 .47 4.39 .45 .009 .00 .00 1- PIPE 822.963 I I 429.912 .483 I I 430.395 I 8.00 I I 13.64 2.89 433.29 I .00 1.01 I 1.71 I 2.000 1 I .000 .00 I 1 .0 17.011 .0485 .0341 .58 .48 4.11 .45 .009 .00 .00 1- PIPE 839.974 I I 430.737 .500 I I 431.237 I 8.00 I I 13.01 2.63 433.87 I .00 1.01 I 1.73 I 2.000 I I .000 .00 I 1 .0 11.855 .0485 .0298 .35 .50 3.85 .45 .009 .00 ..00 PIPE 851.829 I I 431.313 .517 I I 431.830 I 8.00 I I 12.40 2.39 434.22 I .00 1.01 I 1.75 I 2.000 I I .000 -I- .00 I 1 .0 -I- 8.870 -I- .0485 -I- -1- -I- -I- -1- -I- .0261 .23 -I- ..52 -I- 3.60 -I- .45 -I- .009 .00 .00 1- PIPE 860.699 I I 431.743 .535 I I 432.278 1 8.00 I I 11.83 2.17 434.45 I .00 1.01 I 1.77 I 2.000 I I .000 .00 I 1 .0 6.941 .0485 .0228 .16 .54 3.37 .45 .009 .00 .00 PIPE ''� "a 1!rN y s FILE: PHASE4LINEJ.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 1:15:55 STORM DRAIN LINE "J" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA , FILE: PHASE4LINEJ.OUT #******# fffx* xfxfx# fx# f** fx* x* x# xfx** x*# x* x* f***** x******** f** fxf*** xx* f# xx*+*** f* x## x**##* * * # #* * * *f }xx * *xf* * * * * }x *x * *x * +x ++ * * ##xf I Invert I Depth I Water I Q I ,Vel Vel I Energy 1 Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I 867.640 I 432.080 .554 I I 432.634 i 8.00 11.28 I I 1.97 434.61 .24 I 1.01 I 1.79 I I 2.000 .000 .00 I 1 .0 -I- 4..387 -I- .0300 -I- -I- -I- -I- -I- -I- .0210 .09 -I- .79 3.16 -I- -I- .51 -I- .009 -I- .00 .00 1- PIPE 872.027 I I 432.212 .558 I I 432.770 I 8.00 11.16 I I 1.94 434.71 .23 I 1.01 I 1.79 I I 2.000 I .000 .00 I 1 .0 -I- 14.867 -I- .0300 -I- -I- -I- -I- -I- -I- .0194 .29 -I- .79 3.11 -I- -I- .51 -I- .009 -I- .00 .00 1- PIPE 886.894 I I 432.657 .577 I I 433.234 I 8.00 10.65 I I 1.76 434.99 .21 I 1.01 I 1.81 I I 2.000 I .000 .00 I 1 .0 10.777 .0300 .0170 .18 .79 2.91 .51 .009 .00 .00 PIPE 897.671 I I 432.981 .597 I I 433.578 I 8.00 10.15 I I 1.60 435.18 .20 I 1.01 I 1.83 I I 2.000 I .000 .00 I 1 .0 -I- 8.237 -I- .0300 -I- -I- -I- -I- -I- -I- .0149 .12 -I- .79 2.73 -I- -I- .51 -I- .009 -I- .00 .00 1- PIPE 905.908 -I- I I 433.228 .618 I I 433.846 I 8.00 9.68 I ! 1.45 435.30 .18 I 1.01 ! 1.85 I I 2.000 I .000 .00 ! 1 .0 6.500 -I- .0300 -I- -I- -I- -I- -I- -I- .0130 .08 -I- .80 2.55 -I- -I- .51 -I- .009 -I- .00 .00 1- PIPE 912.408 I I 433.422 .640 I I 434.063 I 8.00 9.23 I I 1.32 435.38 .16 I 1.01 I 1.87 I I 2.000 I .000 .00 I 1 .0 -I- 5.252 -I- .0300 -I- -I- -I- -I- -I- -I- .0114 .06 -I- .80 2.39 -I- -I- .51 -I- .009 -I- .00 .00 1- PIPE 917.660 I I 433.580 .663 I I 434.243 I 8.00 8.80 I I 1.20 435.44 .00 I 1.01 I 1.88 I I 2.000 I .000 .00 I i 1 .0 24.193 .0134 .0100 .24 .66 2.23 .62 .009 .00 .00 PIPE 941.852 I I 433.903 .684 I I 434.587 I 8.00 8.41 I I 1.10 435.69 .00 I 1.01 I 1.90 I I 2.000 I .000 .00 I 1 .0 -I- 16.525 -I- .0134 -I- -I- -I- -I- -I- -I- .0088 .15 -I- .68 2.09 -I- -I- .62 -I- .009 -I- .00 .00 1- PIPE 958.377 I I 434.124 .709 I I 434.833 I 8.00 8.02 I I 1.00 435.83 .00 I 1.01 I 1.91 I I 2.000 I .000 .00 I 1 .0 . 11.709 .0134 .0077 09 .71 1.96 .62 .009 .00 .00 PIPE 1!rN y FILE: PHASE4LINEJ.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 1:15:55 STORM DRAIN LINE "J" WATER SURFACE.PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEJ.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip -I L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- -I- SF Avel HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- I "N" -I- I X -Fa111 ZR IType Ch 970.086 I I 434.281 .734 I I 435.015 I 8.00 I I 7.65 .91 435.92 .00 I 1.01 I 1.93 I 2.000 I I .000 .00 I 1 .0 8.599 .0134 .0068 .06 .73 1.83 .62 .009 .00 .00 PIPE 978.686 I I 434.396 I .760 I 435.156 I 8.00 I I 7.29 .83 435.98 .00 I 1.01 I 1.94 I 2.000 I I .000 .00 I 1 .0 -I- 6.314 -I- .0134 -I- -I- -I- -I- -I- -I- .0060 .04 -I- .76 1.71 -I- -I- .62 -I- .009 -I- .00 .00 1- PIPE 985.000 I I 434.480 I .788 I 435.268 I 8.00 I I 6.95 .75 436.02 .00 I 1.01 I 1.95 I 2.000 I I .000 .00 I 1 .0 -I- 3.404 -I- .0133 -I- -I- -I- -I- -I- -I- .0053 .02 -I- .79 1.60 -I- -1- .63 -I- .009 -I- .00 .00 1- PIPE 988.404 I I 434.525 I .807 I 435.332 I 8.00 I I 6.73 .70 436.04 .00 I 1.01 I 1.96 I 2.000 I I .000 .00 I 1 .0 -I- 3.967 -I- .0133 -I- -I- -I- -I- -I- -I- .0048 .02 -I- .81 1.52 -I- -I- .63 -I- .009 -I- .00 .00 1- PIPE 992.370 I I 434.578 I .837 I 435.415 I 8.00 I I 6.42 .64 436.05 .00 I 1.01 I 1.97 I 2.000 I I .000 .00 I 1 .0 2.969 .0133 .0042 .01 .84 1.42 .63 .009 .00 .00 PIPE 995.339 I I 434.618 I .868 I 435.486 I 8.00 I I 6.12 .58 436.07 .00 I 1.01 I 1.98 I 2.000 I I .000 .00 I 1 .0 -I- 2.160 -I- .0133 -I- -I- -I- -I- -I- -I- .0037 .01 -I- .87 1.33 -I- -I- .63 -I- .009 -I- .00 .00 1- PIPE 997.499 I I 434.647 I .900 I 435.547 I 8.00 I I 5.83 .53 436.08 .00 I 1.01 I 1.99 I 2.000 I I .000 -I- .00 I 1 .0 1- -I- 1.489 -I- .0133 -I- -I- -I- -I- -I- -I- .0032 .00 -I- .90 1.24 -I- -I- .63 -I- .009 .00 .00 PIPE 998.988 I I 434.667 I .933 I 435.600 I 8.00 I I 5.56 .48 436.08 .00 I 1.01 I 2.00 I 2.000 I I .000 .00 I 1 .0 -I- .826 -I- .0133 -I- -I- -I- -I- -I- -I- .0029 .00 -I- .93 1.15 -I- -I- .63 -I- .009 -I- .00 .00 1- PIPE 999.814 I I 434.678 I .968 I 435.646 I 8.00 I I 5.30 .44 436.08 .00 I 1.01 I 2.00 I 2.000 I I .000 .00 I 1 .0 -I- .186 -I- .0133 -I- -I- -I- -I- -I- -I- .0025 .00 -I- .97 1.08 -I- -I- .63 -I- .009 -I- .00 .00 1- PIPE FILE: PHASE4LINEJ.WSW W S P G W'- CIVILDESIGN Version 14:06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 1:15:55 STORM DRAIN LINE "J" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEJ.OUT **+* x**# x#* x**** xfx#* xx+*#* x** xx:#**** x****x* x** x#***#****** x** xxx*•*x******** i* x*** x****** *x + * + *fx * + + *f +*f * * *x *x * + + + * + + *i f * + +4f *+ - I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CF$) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem ICh Slope I I I I SF Ave[ HF ISE Dpth[Froude NINorm Up I "N" I X -Fall1 ZR IType Ch I I I I i I I I I I I I I 1000.000 434.680 1.007 435.687 8.00 5.05 .40 436.08 .00 1.01 2.00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- V�.r P' a �J3 'N y T1 STORM DRAIN LINE "R" WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINER.OUT SO 609.100 414.170 1 414.170 R 645.990 414.740 1 .009 .000 .000 0 R 790.970 422.880 1 .009 .000 .000 0 R 794.970 423.020 1 .013 .000 .000 1 R 799.760 423.080 6 .009 .000 .000 0 R 982.360 425.610 2 .009 .000 - 58.434 0 JX 985.500 425.740 4 3 .013 4.400 427.740 90.0 .000 R 1014.500 425.940 4 .009 .000 .000 0 JX 1017.500 426.070 6 5 .013 4.400 427.940 90.0 .000 R 1100.810 427.750 6 .013 .000 .000 0 SH 1100.810 427.750 6 427.750 CD A 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 4 1 .000 2.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5 4 1 .000 2.000 .000 .000 .000 .00 CD 6 4 1 .000 2.000 .000 .000 .000 .00 Q 5.900 .0 0 4hA' f FILE: PHASE4LINEK.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -11 -2007 Time: 4:27:55 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4.) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP -CD 1 4 1 2.000 CD 2 4 1 2.000 CD 3 4 1 2.000 CD 4 4 1 2.000 CD 5 4 1 2.000 CD 6 4 1 .2.000 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS -. STORM DRAIN LINE "K" WATER 'SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LIKEK.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 609.100 414.170 1 414.170 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 645.990 414.740 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 790.970 422.880 1 .009 .000 .000 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 794.970 423.020 1 .013 000 .000 .000 1 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 799.760 423.080 6 .009 .000 .000 .000 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ' 982.360 425.610 1 .009 .000 .000 - 58.434 0 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 985.500 425.740 4 3 0 .013 4.400 .000 427.740 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 8 I A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.500 425.940 4 .009 .000 .000 .000 0 ELEMENT NO 9 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1017.500 426.070 6 5 0 .013 4.400 .000 427.940 .000 90.000 .000 • L-] W S P G W WATER SURFACE PROFILE --ELEMENT CARD LISTING ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N 1100.810 427.750 6 .013 ELEMENT NO 11 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1100.810 427.750 6 RADIUS ANGLE .000 .000 RADIUS ANGLE .000 .000 W S ELEV 427.750 • PAGE NO 3 ANG PT MAN H .000 0 :a �r »� FILE: PHASE4LINEK.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 4:27:59 STORM DRAIN LINE Ilk" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEK.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor -I- I.D.1 -I- ZL -I IPrs /Pip L /Elem -I- ICh Slope I -I- -1- I I -I- I -I- -I- -I- SF Avel HF ISE -I- DpthlFroude -I- NINorm -1- Dp I "N" I X -Fall) ZR IType Ch xxxxxxx+ xlxxxx+ xx+ xlxxxxxxxxlxxxx++ x+ xlxx+ xx+ x++ I++++ x+# Ix# xxxxxlxx++++# xxlx+ xxx+# Ixaxxxxxtl + + + #xxxxl + +xxxxxl +x # +xx +I +x # #+ I +x ##x +x I 609.100 I I 414.170 .661 I I 414.831 I 14.70 I I 16.21 4.08 418.91 I .00 1.38 I 1.88 I 2.000 -I- I I .000 -I- .00 1 .0 -I- 6.912 -I- .0155 -I- -I- -1- -I- -I- -I- .0373 .26 -I- .66 -I- 4.12 -I- .83 .009 .00 .00 1- PIPE 616.012 I I 414.277 .652 1 I 414.929 I 14.70 I I 16.52 4.24 419.17 I .00 1.38 I 1.88 I 2.000 -I- I I .000 .00 I 1 .0 -I- 15.764 -I- .0155 -I- -I- -I- -I- -I- -I- .0409 .65 -I- .65 -I- 4.23 -I- .83 .009 -I- .00 .00 1- PIPE 631.776 i I 414.520 .630 I I 415.150 I 14.70 f i 17.32 4.66 419.81 I .00 1.38 I 1.86 I 2.000 I I .000 .00 I 1 .0 -I- 14.214 -I- .0155 -I- -I- -I- -I- -I- -I- .0467 .66 -I- .63 -1- 4.52 -I- .83 -I- .009 -I- .00 .00 1- PIPE 645.990 I I 414.740 .609 I I 415.349 I 14.70 I I 18.17 5.13 420.48 I .00 1.38 I 1.84 I 2.000 I I .000 .00 1 1 .0 -I- 16.304 -I- .0561 -I- -I- -I- -I- -I- -I- .0490 .80 -I- .61 -I- 4.83 -I- .59 -I- .009 -I- .00 .00 1- PIPE 662.294 I I 415.655 .614 I I 416.270 I 14.70 I I 17.94 5.00 421.27 I .00 1.38 I 1.85 I 2.000 -I- I I .000 -I- .00 I 1 .0 1- -I- 39.092 -I- .0561 -I- -I- -I- -I- -I- -I- .0451 1.76 -I- .61 -I- 4.74 -I- .59 .009 .00 .00 PIPE 701.386 I I 417.850 .636 I I 418.486 I 14.70 I I 17.10 4.54 423.03 I .00 1.38 I 1.86 I 2.000 -I- I I .000 -I- .00 I 1 .0 1- -I- 23.474 -I- .0561 -I- -I- -I- -I- -I- -I- .0395 .93 -I- .64 -I- 4.44 -I- .59 .009 .00 .00 PIPE 724.860 I I 419.168 .658 I I 419.826 I 14.70 I I 16.31 4.13 423.96 I .00 1.38 I 1.88 I 2.000 -I- I I .000 -I- .00 I 1 .0 1- -I- 16.342 -I- .0561 -I- -I- -I- -I- -I- -I- .0346 .57 -I- .66 -I- 4.15 -I- .59 .009 .00 .00 PIPE 741.202 I I 420.086 .681 I I 420.767 I 14.70 I I 15.55 3.75 424.52 I .00 1.38 I 1.90 -I- I 2.000 -I- I I .000 -I- .00 I 1 .0 1- -I- 12.242 -I- .0561 -I- -I- -I- -I- -I- -I- .0303 .37 -I- .68 -I- 3.88 .59 .009 .00 .00 PIPE I 753.444 I I 420.773 .706 I I 421.479 I 14.70 I I 14.82 3.41 424.89 I .00 1.38 I 1.91 I 2.000 I I .000 .00 1 .0 1- 9.647 .0561 .0266 :26 .71 3.63 .59 .009 .00 .00 PIPE :a �r »� j-�1 FILE: PHASE4LINEK.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 4:27:59 STORM DRAIN LINE "K" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEK.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station -I- I Elev I -I- (FT) -I- I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width -I- IDia. -FTlor -I- I.D.1 -I- ZL IPrs /Pip -I L /Elem ICh Slope I -I- I I -I- I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm Dp I "N" I X -Fall) ZR IType Ch +++++++++ 1+++ r+++++ 1++++++++ 1+++++++++ I+++++++++ I+++++++ 1+++++++ 1+++*+++++ li.++ a+++ l++++++++ 1 + + + + + + + +1 + + + + + + +I +► + + + + +I + + + ++ I + + + + + ++ 763.092 I I 421.315 .731 I I 422.046 I 14.70 14.13 I I 3.10 425.15 .00 I 1.38 I 1.93 I I 2.000 I .000 .00 I 1 .0 7.795 .0561 .0233 .18 .73 3.39 .59 .009 .00 .00 1- PIPE 770.887 I I 421.752 .757 I I 422.510 I 14.70 13.48 I I 2182 425.33 .00 I 1.38 I 1.94 I I 2.000 I .000 .00 I 1 .0 -I- 6.423 -I- .0561 -I- -I- -I- -I- -I- -I- .0204 .13 -I- .76 -I- 3.17 -1- .59 -I- .009 -I- .00 .00 1- PIPE 777.310 I I 422.113 .784 I I 422.897 I 14.70 12.85 I I 2.56 425:46 .00 I I 1.38 1.95 I I 2.000 I .000 .00 I 1 .0 -I- 5.340 -I- .0561 -I- -1- -17 -1- -1- -I- .0179 .10 -1- .78 -I- 2.96 -I- .59 -I- .009 -I- .00 .00 1- PIPE 782.650 I I 422.413 .813 I I 423.226 I 14.70 12.25 I I 2.33 425.56 .00 I I 1.38 1.96 I I 2.000 I .000 .00 I 1 .0 -I- 4.502 -I- .0561 -I- -I- -I- -I- -I- -I- .0157 .07 -I- .81 -I- 2.76 -I- .59 -I- .009 -I- .00 .00 1- PIPE 787.152 -I- 422.666 .843 423.509 14.70 11.68 2.12 425.63 .00 .1.38 1.98 2.000 .000 .00 1 .0 3.818 -I- .0561 -I- -I- -I- -I- -I- -I- .0138 .05 -I- .84 -I- 2.58 -I- .59 -I- .009 -I- .00 .00 1- PIPE 790 .'970 -I- I I 422.880 I .874 I 423.754 I 14.70 11.14 I I 1.93 425.68 .00 I I 1.38 1.98 I I 2.000 I .000 .00 I 1 .0 4.000 -I- .0350 -I- -1- -I- -I- -I- -I- .0266 .11 -I- .87 -1- 2.41 -I- .81 -I- .013 -I- .00 .00 1- PIPE 794.970 -I- I I 423.020 I .881 I 423.901 I 14.70 11.03 I I 1.89 425.79 .00 I I 1.38 1.99 -I- I I 2.000 I .000 -I- .00 I 1 .0 4:790 -I- .0125 -I- -I- -I- -I- -I- -I- .0126 .06 -I- .88 -I- 2.37 .88 -I- .009 .00 .00 1- PIPE 799.760 I I 423.080 I .881 I 423.961 I 14.70 11.03 I I 1.89 425.85 .00 I I 1.38 1.99 I I 2.000 I .000 .00 I 1 .0 -I- 48.499 -I- .0139 -I- -I- -I- -I- -I- -I- .0121 .59 -I- .88 -I- 2.37 -I- .86 -I- .009 -I- .00 .00 1- PIPE 848.259 I I 423.752 I .899 I 424.651 I 14.70 10.73 I I 1.79 426.44 .00 F I 1.38 1.99 I 2.000 I I .000 .00 I 1 .0 -I- 45.191 -I- .0139 -I- -I- -I- -I- -I- -I- .0110 .50 -I- .90 -1- 2.28 -I- .86 -I- .009 -I- .00 .00 1- PIPE j-�1 FILE: PHASE4LINEK.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 4:27:59 STORM DRAIN LINE "K" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEK.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow TopIkeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTior I.D.1 ZL -IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I I -I- I- -I- -I- -I- SF Avel HF ISE -I- DpthlFroude -I- -I- NINorm Dp -I- I "N" I -I- X -Fall) ZR -I IType Ch I 893.450 I 424.378 .932 I I 425.310 I 14.70 I I 10.23 1.63 426.94 .00 I 1.38 I 2.00 I I 2.000 I .000 .00 I 1 .0 26.898 .0139 .0097 .26 .93 2.13 .86 .009 .00 .00 PIPE .920.348 I I 424.751 .967 I I 425.718 I 14.70 I I 9.76 1.48 427.20 .00 I 1.38 I 2.00 -1- I I 2.000 I .000 .00 I 1 .0 -I- 18.194 -I- .0139 -I- -I- -I- -I- -I- -I- .0085 .15 -I- .97 1.98 -I- .86 -I- .009 -I- .00 .00 1- PIPE 938.542 I I 425.003 1.004 I I 426.007 I 14.70 I I 9.30 1.34 427.35 .00 I 1.38 I 2.00 I I 2.000 I .000 .00 I 1 .0 13.067 .0139 .0075 .10 1_.00 1.84 .86 .009 .00 .00 PIPE 951.609 -I- I I 425.184 1.043 I I 426.227 I 14.70 I I 8.87 1.22 427.45 .00 I 1.38 I 2 .00 I I 2.000 I .000 .00 I 1 .0 9.798 -I- .0139 -I- -I- -I- -I- -I- -I- .0066 .06 -I- 1.04 1.72 -I- -I- .86 -I- .009 -I- .00 .00 I- PIPE 961.407 -I- I I 425.320 1.083 I I 426.403 I 14.70 I I 8.46 1.11 427.51 .00 I 1.38 I 1.99 I I 2.000 I .000 .00 I 1 .0 7.218 -I- .0139 -I- -I- -I- -I- -I- -I- .0058 .04 -I- 1.08 1.60 -I- -I- .86 -I- .009 -I- .00 .00 1- PIPE 968.625 -I- I I 425.420 I 1.126 I 426.546 I 14.70 I I 8.06 1.01 427.56 .00 I 1.38 I 1.98 I I 2.000 I .000 .00 I 1 .0 5.371 -I- .0139 -I- -I- -I- -I- -I- -I- .0051 .03 -I- 1.13 1.48 -I- -I- .86' -I- .009 -I- .00 .00 1- PIPE 973.997 -I- I I 425.494 1.171 I I 426.665 I 14.70 I I 7.69 .92 427.58 .00 I 1.38 I 1.97 I I 2.000 I .000 .00 I 1 .0 3.809 -I- .0139 -I- -I- -I- -I- -I- -I- .0046 .02 -I- 1.17 1.38 -I- -I- .86 -I- .009 -I- .00 .00 1- PIPE 977.805 -I- I I 425.547 1.219 I I 426.766 I 14.70 I I 7.33 .83 427.60 .00 I 1.38 I 1.95 I I 2.000 I .000 .00 I 1 .0 2.631 -I- .0139 -I- -I- -I- -I- -I- -I- .0040 .01 -1- 1.22 1.27 -I- -I- .86 -I- .009 -I- .00 .00 1- PIPE 980.437 I I 425.583 I 1.269 I 426.852 I 14.70 I I 6.99 .76 427.61 .00 I 1.38 I 1.93 I I 2.000 I .000 .00 I 1 .0 1.455 .0139 .0036 .01 1.27 1.18 .86 .009 .00 .00 PIPE • s a FILE: PHASE4LINEK.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 4:27:59 STORM DRAIN LINE "K" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PRASE4LINEK.OUT # fi* fi* i** * * *fi * *i# * * * # * * * *fififififififi * # #fi *fi *fi *fififi * * * * ** *fi *fi* fifi ** fifi * * * * * * ## fififi *fifiififi* *fifi * :fi * *fi ** *fifi * ** *fifi * #fi * * * * ** *fir ** *# *fififi +fi *fi * * * * * * ** I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 981.892 I I 425.603 1.323 I I 426.927 I 14.70 I I 6.66 .69 427.62 .00 I I 1.38 1.89 I I 2.000 I .000 .00 I 1 .0 .468 .0139 .0032 .00 1.32 1.09 .86 .009 .00 .00 PIPE 982.360 I I 425.610 1.382 I I 426.992 I 14.70 I I 6.35 .63 427.62 .00 I I 1.38 1.85 I I 2.000 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0414 -I- -I- -I- -I- -I- -I- :0040 .01 -I- 1.38 -I- 1.00 -I- -I- .013 -I- .00 .00 I- PIPE 985.500 I I 425.740 1.942 I I 427.682 I 10.30 I I 3.31 .17 .927.85 .00 I I 1.15 .67 f I 2.000 I .000 .00 I 1 .0 -I- 21.937 -I- .0069 -I- -I- -I- -I- -I- -I- .0009 .02 -1- 1.94 -I- .27 -I- .85 -I- .009 -I- .00 .00 1- PIPE 1007.437 -I- I I 425.891 1.793 I I 427.684 I 10.30 I I 3.47 .19 427.87 .00 I I 1.15 1.22 I I 2.000 I .000 .00 I 1 .0 7.063 -I- .0069 -I- -I- -I- -I- -I- -I- .0009 .01 -I- 1.79 -I- .39 -I- .85 -I- .009 -I- .00 .00 1- PIPE 1014.500 I I 425.940 1 1.742 I 427.682 I 10.30 I I 3.55 .20 427.88 .00 I I 1.15 1.34 I I 2.000 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0433 -I- -1- -I- -1- -I- -I- .0012 .00 -I- 1.74 -I- .42 -I- -I- .013 -I- .00 .00 I- PIPE 1017.500 I I 426.070 1.878 I I 427.948 I 5.90 I I 1.93 .06 428.01 .00 I I .86 .96 I I 2.000 I .000 -I- .00 I 1 .0 -I- 6.076 -I- .0202 -I- -I- -I- -I- -I- -I- .0006 .00 -I- 1.88 -I- .19 -I- .58 -I- .013 .00 .00 1- PIPE 1023.576 I I 426.193 1.753 I I 427.946 I 5.90 I I 2.02 .06 428.01 .00 I I .86 1.32 I I 2.000 I .000 -I- .00 I 1 .0 -I- 4.592 -I- .0202 -I- -I- -I- -I- -I- -I- .0006 .00 -I- 1.75 -I- .24 -I- .58 -I- .013 .00 .00 1- PIPE 1028.168 I I 426.285 1.657 I I 427.942 I 5.90 I I 2.12 .07 428.01 .00 I I .86 1.51 I 2.000 I I .000 .00 I 1 .0 3.854 .0202 .0007 .00 1.66 .27 .58 .013 .00 .00 PIPE 1032.022 I I 426.363 I 1.575 I 427.938 I 5.90 I I 2.22 .08 428.01 .00 I I .86 1.64 I I 2.000 I .000 .00 I 1 .0 -I- 3.369 -I- .0202 -I- -I- -I- -I- -I- -I- .0008 .00 -I- 1.58 -I- .31 -I- .58 -I- .013 -I- .00 .00 1- PIPE (�zti: FILE: PHASE4LINEK.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:-4-11-2007 Time: 4:27:59 STORM DRAIN LINE "K" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEK.OUT xx+ axxxxx+ x++ x+++++++++ x+++ xxx+ xxxx++ xxx+ x+++ x+++++++++ x+++ xxxx+ x++ x+ xxxxx++++ xx+ xxxxxx+ xxxxx + +xxxxxx + + +xxx + + +xx + + + +xxx +x+ +x +xx + ++ I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 -I- Elev I Depth I Width -I- IDia. -FTlor -I- I.D.I -I- ZL IPrs /Pip -I L /Elem ICh Slope I -I- -I- I I -I- I -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm Dp I "N" I X -Fall1 ZR IType Ch x+ x+ x+++ xlxx++ x+ x+ xlxx+ xx+ xxl+ x++ xxx++ I++ xxxxxxxlxxxx+ xxl+++++ xxlaxx+ xx+ xxlxxxx�++ I+ x+ xxx+ xlxx +xxxxxl +xxx + +xlxxxx + +xlxxx I +x Ixax +x ++ I 1035.392 I I 426.431 `1.502 I I 427.933 I 5.90 2.33 I I .08 428.02 .00 I .86 I 1.73 I I 2.000 .000 .00 1 .0 3.034 .0202 .0009 .00 1.50 .34 .58 .013 .00 .00 PIPE 1038.425 I I 426.992 1.435 I I 427.927 I 5.90 2.44 I I .09 428.02 .00 I .86 I 1.80 I I 2.000 I .000 .00 I 1 .0 -I- 2.746 -I- .0202 -I- -I- -I- -I- -I- -I- .0010 .00 -I- 1.44 -I- .37 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1041.171 I I 426.547 I 1.373 I 427.920 I 5.90 2.56 I I .10 428.02 .00 I .86 I 1.86 I I 2.000 I .000 .00 I 1 .0 2.452 .0202 .0011 .00 1.37 .41 .58 .013 .00 .00 1- PIPE 1043.623 I I 426.597 I 1.316 I 427.913 I 5.90 2.69 I I .11 428.03 .00 I .86 I 1.90 I I 2.000 I .000 .00 I 1 .0 -1- 2.204 -I- .0202 -I- -I- -I- -I- -I- -I- .0012 .00 -I- 1.32 -I- .44 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1045.827 -I- I I 426.641 I 1.263 I 427.904 I 5.90 2.82 I I .12 428.03 .00 I I .86 1.93 I I 2.000 I .000 .00 I 1 .0 2.003 -I- .0202 -I- -I- -I- -I- -I- -I- .0014 .00 -I- 1.26 -17 .48 -1- .58 -1- .013 -I- .00 .00 1- PIPE 1047.831 -I- I I 426.682 I 1.213 I 427.895 I 5.90 2.96 I I .14 428.03 .00 I I .86 1.95 I I 2.000 I .000 .00 I 1 .0 .539 -I- .0202 -I- -I- -1- -I- -I- -1- .0016 .00 -I- 1.21 -I- .52 -I- .58 -I- .013 -I- .00 .00 I- PIPE 1048.369 I I 426.693 I 1.166 I 427.859 I 5.90 3.10 I I .15 428.01 .00 I .86 I 1.97 I I 2.000. I .000 .00 1 1 .0 HYDRAULIC JUMP 1048.369 -I- I I 426.693 -I- I .583 I 427.276 I 5.90 7.74 I I .93 428.21 .00 I .86 I 1.82 I I 2.000 I .000 .00 I 1 .0 13.723 .0202 -I- -I- -I- -I- -I- -I- .0186 .25 -I- .58 -i- 2.11 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1062.092 -I- I I 426.969 I .603 I 427.572 I 5.90 7.38 I I .85 428.42 .00 I I .86 1.84 I I 2.000 I .000 .00 I 1 .0 14.356 -I- .0202 -I- -I- -I- -I- -I- -I- .0163 .23 -I- .60 -I- 1.97 -I- .58 -I- .013 -I- .00 .00 I- PIPE (�zti: �' �i5 FILE: PHASE4LINEK.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 6 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 4:27:59 STORM DRAIN LINE "K" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEK:OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wt1 ]No Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.I 2L IPrs /Pip -I L /Elem ICh Slope I -I- -I- I I -I- I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) 2R IType Ch 1076.448 I I 427.259 .624 I I 427.883 I 5.90 I I 7.04 .77 428.65 .00 I .86 I 1.85 I I 2.000 I 000 .00 I 1 .0 -I- 8.103 -I- .0202 -I- -I- -I- -I- -I- -I- .0142 .12 -I- .62 -I- 1.85 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1084.551 I I 427.422 .646 I I 428.068 I 5.90 I I 6.71 .70 428.77 .00 I .86 I 1.87 I I 2.000 I .000 .00 I 1 .0 -I- 5.284 -I- .0202 -I- -I- -I- -I- -I- -I- .0125 .07 -I- .65 -i- 1.73 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1089.836 I I 427.529 .669 I I 428.198 I 5.90 I I 6.40 .64 428.83 .00 I .86 I 1.89 I I 2.000 I .000 .00 I 1 .0 -I- 3.666 -I- .0202 -I- -I- -I- -I- -1- -I- .0109 .04 -I- .67 -I- 1.61 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1093.50.2 I I 427.603 .693 I I 428.296 I 5.90 I I 6.10 .58 428.87 .00 I .86 I 1.90 I I 2.000 I .000 .00 I 1 .0 -I- 2.701 -I- .0202 -I- -I- -I- -I- -I- -I- .0096 .03 -I- .69 -I- 1.51 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1096.203 I I 427.657 I .717 I 428:374 I 5.90 -1- I I 5.82 .53 428.90 .00 I I .86 1.92 I I 2.000 I .000 .00 I 1 .0 -I- 1.853 -I- .0202 -I- -I- -I- -I- -I- .0084 .02 -I- .72 -I- 1.41 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1098.056 I I 427.694 I .743 I 428.438 I 5.90 I I 5.55 .48 428.92 .00 I I .86 1.93 I I 2.000 I. .000 .00 I 1 .0 -I- 1.286 -I- .0202 -I- -I- -I- -I- -I- -I- .0074 .01 -I- .74 -I- 1.32 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1099.342 -I- I I 427.720 I .770 I 428.491 I 5.90 I I 5.29 .43 428.93 .00 I I .86 1.95 I I 2.000 I .000 .00 I 1 .0 .840 -I- .0202 -I- -I- -I- -I- -I- -I- .0065 .01 -I- .77 -I- 1.23 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1100.181 -I- I I 427.737 I .798 I 428.535 I 5.90 I I 5.04 .40 428.93 .00 I I .86 1.96 I I 2.000 I .000 .00 I 1 .0 .477 -I- .0202 -I- -I- -I- -I- -I- -I- .0057 .00 -I- .80 -I- 1.15 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1100.659 -I- I I 427.747 -I- I .827 I 428.574 I 5.90 I I 4.81 .36 428.93 .00 I I .86 1.97 I I 2.000 I .000 .00 I 1 .0 .151 .0202 -I- -I- -I- -I- -I- -I- .0050 .00 -I- .83 -1- 1.07 -I- .58 -I- .013 -I- .00 .00 1- PIPE �' �i5 FILE: PHASE4LINEK.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 7 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 4:27:59 STORM DRAIN LINE "K" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEK.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticaliFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) I Elev I (CF$) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTior I.D.1 ZL IPrs /Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch I I I I I I I I I I I I I 1100.810 427.750 .858 428.608 5.90 4.58 .33 428.93 .00 .86 1.98 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -1- -I- -I- -I- -I- I- r T1 STORM DRAIN LINE "L" WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEL.OUT SO 561.000 405.660 1 407.660 R 681.370 411.370 1 .009 .000 .000 0 R 770.280 424.690 1 .009. .000 000 0 TS 775.280 424.890 6 .013 .000 R 982.460 426.460 6 .009 .000 - 68.184 0 JX 985.500 426.590 8 7 .013 3.500 428.090 90.0 .000 R 1014.500 426.740 8 .009 .000 .000 0 SH 1014.500 426.740 8 426.740 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 1.500 .000 .000 .000 .00 CD 3 4 1 .000 1.500 .000 .000 .000 .00 CD 4 4 1 .000 1.500 .000 .000 .000 .00 CD 5 4 1 .000 1.500 .000 .000 .000 .00 CD 6 4 1 .000 1.500 .000 .000 .000 .00 CD 7 4 1 .000 1.500 .000 .000 .000 .00 CD 8 4 1 .000 1.500 .000 .000 .000 .00 Q 3.500 .0 r • 6 �' dl- FILE: PHASE4LINEL.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -11 -2007 Time: 5: 8:58 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 4 1 1.500 CD 3 4 1 1.500 CD 4 4 1 1.500 CD 5 4 1 1.500 CD 6 4 1 1.500 CD 7 4 1 1.500 CD 8 4 1 1.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE _ TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "L" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINEL.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO .1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 561.000 405.660 1 407.660 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 681.370 411.370 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 770.280 424.690 1 .009 .000 .000 .000 0 ELEMENT NO 4 IS A TRANSITION U/S DATA STATION INVERT" SECT N RADIUS ANGLE 775.280 424.89.0 6 .013 .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 982.460 426.460 6 .009 .000 .000 - 68.184 0 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 985.500 426.590 0 7 0 .013 3.500 .000 428.090 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.500 426.740 8 .009 .000 .000 .000 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1014.500 426.740 8 426.740 �L C`O - rts-v, FILE: PHASE4LINEL.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 5: 9: 2 STORM DRAIN LINE "L" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEL.OUT I Invert I Depth I Water I Q. I Vel Vel I Energy I Super ICriticallFlow ToplHeight /!Base Wtl INo Wth Station -I- I Elev I (FT) 1, Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I -I- -I- ZL IPrs /Pip -I L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm -I- Dp I "N" I X -Fall) ZR IType Ch I 561.000 I I 405.660 2.000 I I 407.660 I 7.00 I I 2.23 .08 407.74 .00 I .94 I .00 I I 2.000 .000 .00 I 1 .0 .000 .0474 .0005 .00 2.00 .00 .42 .009 .00 .00 PIPE 561.000 I I 405.660 2.000 I I 407.660 I 7,00 I I 2.23 .08 407.74 .00 I .94 I .00 I I 2.000 I .000 .00 I 1 .0 -I- 2.090 -F- .0474 -I- -I- -I- -I- -I- -I- .0004 .00 -I- 2.00 -I- .00 -I- .42 -I- .009 -I- .00 .00 1- PIPE 563.090 405.759 1.898 407.657 7.00 2.27 .08 407.74 .00 .94 .88 2.000 -I- .000 -I- .00 1 .0 -I- HYDRAULIC -I- JUMP -I- -I- -I- -I- -I- -I- -I- -I- -I- L- 563.090 I I 405.759 .412 I I 406.171 I 7.00 I I 15.00 3.49 409.66 .00 I .94 I 1.62 I I 2.000 I .000 .00 I 1 .0 -I- 7.249 -I- .0474 -I- -I- -1- -I- -I- -1- .0530 .38 -I- .41 -I- 4.92 -I- .42 -I- .009 -I- .00 .00 1- PIPE 570.339 I I 406.103 .412 I I 406.515 I 7.00 I I 14.98 3.49 410.00 .00 I .94 I 1.62 I I 2.000 I .000 -I- .00 I 1 .0 -I- 36.258 -I- .0474 -I- -1- -I- -I- -I- -I- .0567 2.05 -I- .41 -I- 4.91 -I- .42 -I- .009 .00 .00 1- PIPE 606.597 I I 407.823 .398 I I 408.221 I 7.00 I I 15.71 3.83 412.06 .00 I .94 I 1.60 I 2.000 -I- I I .000 -I- .00 I 1 .0 1- -I- 21.304 -I- .0474 -I- -I- -I- -I- -I- -I- .0648 1.38 -I- .40 -I- 5.24 -I- .42 .009 .00 .00 PIPE 627.901 I I 408.834 .385 I I 409.219 I 7.00 I I 16.48 4.22 413.44 .00 I .94 I 1.58 I 2.000 I I .000 -I- .00 i 1 .0 -I- 15.287 -I- .0474 -I- -I- -I- -I- -I- -I- .0742 1.13 -I- .39 -I- 5.60 -I- .42 -I- .009 .00 .00 1- PIPE 643.188 409.559 .373 409.932 7.00 17.29 4.64 414.57 .00 .94 1.56 2.000 .000 .00 1 .0 12.018 .0474 .0850 1.02 .37 5.98 .42 .009 .00 .00 1- PIPE I 655.206 I I 410.129 .361 I I 410.490 I 7:00 I I 18.13 5.10 415.59 .00 I .94 I 1.54 I 2.000 I I .000 .00 1 .0 1- 9.985 .0474 .0973 97 .36 6.38 .42 .009 .00 .00 PIPE r�� x...11 FILE: PHASE4LINEL.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 5: 9: 2 STORM DRAIN LINE "L" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEL.OUT #++##+**##** x*##*++ x**##*#+* x*##+x*####* xx*+# xx*+* xx*}+ x#+ x**##++* x} x+#* x#** x###+***#**+# x} * ** * # # * * # # +x } * # + + # # * } # # * * } * +x ## * * # # + * #* I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip -1 L /Elem ICh Slope I -I- -I- I I -I- I -I- -I- -1- -I- SF Avel HF ISE DpthlFroude -i- -I- NINorm Dp -I- I "N" I -I- X -Fall) ZR IType Ch ###*###*# I+# xx**#*# I#+ x#*##+ I**}}#*##+ I* xx#***## Ixxx# x* xI#*#*##+ I}*}+# xx## Ix**+++* I+#**## x# I # # * # # * * #1 * * * * * +xI # * } * * # *I * * * ** I * * * * * ** 665.191 I I 410.603 .349 I I 410.952 I 7.00 I I 19.01 5.61 416.57 .00 I .94 I 1.52 I I 2.000 I .000 .00 I 1 .0 8.596 .0474 .1113 .96 .35 6.80 .42 .009 .00 .00 1- PIPE 673.787 I I 411.010 .337 I I 411.347 I 7.00 I I 19.94 6.18 417.52 .00 I .94 I 1.50 I I 2.000 I .000 .00 I 1 .0 7.583 .0474 .1275 .97 .34 7.26 .42 .009 .00 .00 PIPE 681.370 I I 411.370 .327 I I 411.697 I 1.00 I I 20.92 6.79 418.49" .00 I .94 I 1.48 I I 2.000 I .000 .00 I 1 .0 -I- 22.938 -I- .1498 -I- -I- -I- -I- -I- -I- .1290 2.96 -I- .33 7.75 -I- -I- .32 -I- .009 -I- .00 .00 1- PIPE 704.308 I I 414.806 .335 I I 415.141 I 7,00 I I 20.12 6.28 421.43 .00 I .94 I 1.49 I I 2.000 I .000 .00 I 1 .0 -1- 15.697 -I- .1498 -I- -I- -I- -I- -I- -I- .1142 1.79 -I- .34 7.35 -I- -I- .32 -I- .009 -I- .00 .00 1- PIPE 720.005 I I 417.158 .347 I I 417.505 I 7.00 I I 19.18 5.71 423.22 .00 I .94 I 1.51 I I 2.000 I .000 .00 I 1 .0 -I- 10.154 -I- .1498 -I- -I- -I- -I- -I- -I- .0997 1.01 -I- .35 6.89 -I- -I- .32 -I- .009 -I- .00 .00 1- PIPE 730.158 I I 418.679 .358 I I 419.037 I 7.00 I I 18.29 5.19 424.23 .00 I .94 I 1.53 I I 2.000 I .000 .00 I 1 .0 7.333 .1498 .0871 .64 .36 6.45 .32 .009 .00 .00 1- PIPE 737.491 I I 419.778 .370 I I 420.148 I 7.00 I I 17.44 4.72 424.87 .00 I .94 I 1.55 I I 2.000 I .000 .00 I 1 .0 -I- 5.645 -I- .1498 -I- -I- -I- -I- -I- -I- .0761 .43 -1- .37 6.04 -I- -I- .32 -I- .009 -I- .00 .00 1- PIPE 743.137 I I 420.624 .383 I I 421.007 I 7.00 I I 16.63 4.29 425.30 .00 I .94 I 1.57 I I 2.000 I .000 -1- .00 I 1 .0 -I- 4.528 -I- .1498 -I- -I- -I- -I- -I- -I- .0665 .30 -I- .38 5.67 -1- 71- .32 -1- .009 .00 .00 1- PIPE 747.665 I I . 421.302 .396 I I 421.698 I 7.00 I I 15.85 3.90 425.60 .00 I .94 I 1.59 I I 2.000 1 .000 -I- .00 1 1 - .0 1- -I- 3.726 . -I- .1498 -I- -I- -I- -1- -I- -I- .0581 .22 -I- .40 5.31 -I- -I- .32 -I- .009 .00 .00 PIPE r�� x...11 aa._ FILE: PHASE4LINEL.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 5: 9: 2 STORM DRAIN LINE "L" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 =4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PRASE4LINEL.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super,ICriticallFlow ToplHeight /]Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS)' I (FPS) Head I Grd.El.l Elev I Depth .I Width -I- IDia. -FTlor -I- I.D.1 -I- ZL -I IPrs /Pip -I- L /Elem ICh -I- Slope I -I- I -I- I -I- I -I- -I- -1- -I- SF Ave] AF 19E DpthlFroude -I- NINorm Dp I "N" I X -Fall] ZR IType Ch xaaaaxxx# I##+ ax+ �## Ixx+ x# x#+ Ix#+ x++#++ Ixxxa##++ x1x#+ xxxx] aa+ axa+ I+ aa#+ xaaxlxaa#+ x# Ix+ x+# ax+ ]xa + + #x + +1 #a + +x #a1x # # +x # +Ixxx I I ++ Ix #x # #a# I I 751.391 I 421.860 I .409 I 422.269 I 7.00 I I 15.11 3.55 425.82 .00 I .94 I 1.61 -I- I 2.000 -I- .000 -I- .00 1 .0 1- -I- 3.114 -I- .1498 -I- -I- -I- -I- -I- -I- .0508 .16 -I- .41 -I- 4.97 .32 .009 .00 .00 PIPE I 754.505 I 422.327 I .423 I 422.750 I 7.00 I I 14.41 3.22 425.97 .00 I .94 I 1.63 I I 2.000 -I- I .000 -I- .00 I 1 .0 1- -I- 2.638 -I- .1498 -I- -I- -I- -I- -I- -I- .0444 .12 -I- .42 -I- 4.66 -I- .32 .009 .00 I .00 PIPE I I 757.143 I 422.722 I .438 I 423.160 I 7.00 I I 13.74 2.93 426.09 .00 I .94 I 1.65 I I 2.000 .000 .00 1 .0 1- 2.266 .1498 .0388 .09 .44 4.36 .32 .009 .00 I .00 PIPE I I 759.409 I 423.061 I .453 I 423.514 I 7.00 I I 13.10 111.67 426.18 .00 I .94 I 1.67 I I 2.000 .000 .00 1 .0 I- 1.961 .1498 .0339 .07 .45 4.09 .32 .009 .00 I .00 PIPE 1 I 761.370 I 423.355 I .468 I 423.823 I 7.00 I I 12.49 2.42 426.25 .00 ! .94 I 1.69 -I- ! I 2.000 -I- .000 -I- .00 1 .0 1- -I- 1.700 -I- .1498 -I- -I- -I- -I- -I- -I- .0296 .05 -I- .47 -I- 3.83 .32 .009 .00 I .00 PIPE I I 763.070 I 423.610 I .484 I 424.094 I 7.00 I I 11.91 2.20 426.30 .00 I .94 I 1.71 -I- I I 2.000 -I- .000 -I- .00 1 .0 1- -I- 1.479 -I- .1498 -I- -I- -I- -I- -I- -I- .0259 .04 -I- .48 -I- 3.58 .32 .009 .00 I .00 PIPE I I 764.549 I 423.831 I .501 I 424.333 I 7.00 I I 11.36 2.00 426.33 .00 I .94 I 1.73 -I- I I 2.000 -I- .000 -I- .00 1 .0 1- -I- 1.298 -I- .1498 -I- -I- -I- -I- -I- -I- .0227 .03 -I- .50 -I- 3.36 .32 .009 I .00 I .00 PIPE I I 765.848 I 424.026 .518 I I 424.544 I 7.00 I I 10.83 1.82 426.36 .00 I .94 -I- I 1.75 -I- I 2.000 -I- .0100 -I- .00 1 .0 1- -I- 1.135 -I- .1498 -I- -I- -I- -I- -I- -I- .0198 .02 -I- .52 3.14 .32 .009 .00 I .00 PIPE I I 766.982 I 424.196 .536 I I 424.732 I 7.00 I I 10.32 1.65 426.39 .00 I .94 I 1.77 I I 2.000 .000 .00 1 .0 .992 .1498 .0174 .02 .54 2.94 .32 .009 .00 .00 PIPE aa._ ; FILE: PHASE4LINEL.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 5: 9: 2 STORM DRAIN LINE "L" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEL.OUT ###++ x# x++# xx#++ x#++++ xx## xx+# x#++ x## x+#+ xx+ txx# t+++ x++++# xx#++ xx++# xxx+## x+ xx#+#+ x# x#+## x+ # # # +xxx +xx # + # # ##x #xxx # +xx # +xx ++ +x + # + #x+ I Invert I Depth I Water I 4, I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl (No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor -I- I.D.1 -I- ZL -I IPrs /Pip -I- L /Elem -1- ICh Slope I -I- -I- I I -I- I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -i- -I- NINorm Dp I "N" I X -Fall) ZR IType Ch I 767.975 I I 424.345 .555 I I 424.900 I 7.00 I I 9.84 1.50 426.40 .00 I .94 I 1.79 I I 2.000 -I- I .000 -I- .00 1 .0 -I- .875 -I- .1498 -I- -I- -I- -I- -I- -I- .0152 .01 -I- .56 -I- 2.75 -I- .32 .009 .00 .00 1- PIPE 768.850 I I 424.476 .574 I I 425.050 I 7.00 I I 9.39 1.37 426.42 .00 I .94 I 1.81 I I 2.000 I .000 .00 I 1 .0 -I- .764 -I- .1498 -I- -I- -I- -I- -I- -I- .0133 .01 -I- .57 -I- 2.58 -I- .32 -I- .009 -I- .00 .00 1- PIPE 769.614 I I 424.590 .594 I I 425.184 I 7.00 I I 8.95 1.24 426.43 .00 -1- I .94 I 1.83 I I 2.000 I .000 .00 I 1 .0 -I- .666 -I- .1498 -1- -I- -I- -I- -I- -I- .0116 .01 .59 -I- 2.41 -I- .32 -I- .009 -I- .00 .00 1- PIPE 770.280 424.690 .615 425.305 7.00 8.53 1.13 426.44 .00 .94 1.85 2.000 .000 .00 1 .0 -I- TRANS STR -I- .0400 -I- -I- -I- -I- -I- -I- .0192 .10 -I- .62 -I- 2.26 -I- -I- .013 -I- .00 .00 (- PIPE 775.280 I I 424.890 .776 I I 425.666 I 7.00 I I 7.58 .89 426.56 .00 I 1.02 I 1.50 I I 1.500 -I- I .000 -I- .00 I 1 .0 1- -I- 20.328 -I- .0076 -I- -I- -I- -I- -I- -I- .0076 .15 -I- .78 -I- 1.70 -I- .78 .009 .00 .00 PIPE I 795.608 I I 425.044 .776 I I 425.820 I 7.00 I I 7.58 .89 426.71 .00 I 1.02 I 1.50 I 1.500 -I- I I .000 -I- .00 1 .0 1- -I- 114.607 -I- .0076 -I- -I- -I- -I- -I- -I- .0072 .82 -I- .78 -I- 1.70 -I- .78 .009 .00 .00 PIPE I 910.215 I I 425.913 .804 i I 426.717 I 7.00 I I 7.26 .82 427.53 .00 I 1.02 I 1.50 I 1.500 I I .000 .00 1 .0 35.206 .0076 .0063 .22 .80 1.59 .78 .009 .00 I .00 PIPE I 945.421 I I 426.179 .835 I I 427.014 I 7.00 I I 6.92 .74 427.76 .00 I 1.02 -I- I 1.49 -I- I 1.500 -I- I .000 -I- .00 1 .0 1- -I- 17.495 -I- .0076 -I- -I- -I- -I- -I- -I- .0056 .10 -I- .84 1.48 .78 .009 .00 I .00 PIPE I 962.916 I I 426.312 .868 I I 427.180 I 7.00 I I 6.60 .68 427.86 .00 I 1.02 -I- I 1.48 -I- I 1.500 -I- I .000 -I- .00 1 .0 1- -I- 9.689 -I- .0076 -I- -I- -I- -I- -I- -I- .0050 .05 .87 I- 1.37 .78 .009 .00 .00 PIPE ; i ! i FILE: PHASE4LINEL.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: 5: 9: 2 STORM DRAIN LINE "L" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEL.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /['Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch ++ x+ x++ xxlxxxx++ xxxlxxx+ x+ x+ l+ I xx+ x++ xxlxx+++++++ Ix++++++ I* x++ x+ xl+ x+++ xx++ I+++ xx++ I+ xx�++ x+ Ixxxxxxx +I + +x + + +xlxx +x +x +Ix + + +x I +x + + +xx 972.605 I 426.385 I .904 I 427.289 I I I 7.00 6.29 .61 427.90 .00 I 1.02 I 1.47 I 1.500 I I .000 .00 I 1 .0 5.904 .0076 .0044 .03 .90 1.27 .78 .009 .00 .00 PIPE 978.510 I I 426.430 I .941 I 427.371 I I I 7.00 6.00 .56 427.93 .00 I 1.02 I 1.45 I 1.500 I I .000 .00 I 1 .0 3.189 .0076 .0039 .01 .94 1.18 .78 .009 .00 .00 PIPE 981.698 I I 426.454 I .980 I 427.434 I I I 7.00 5.72 .51 427.94 .00 I 1.02 I 1.43 I 1.500 I I .000 .00 I 1 .0 -I- .762 -I- .0076 -I- -I- -I- -I- -I- -I- .0034 .00 -I- .98 -I- 1.09 -I- .78 -I- .009 -I- .00 .00 1- PIPE 982.460 -I- I I 426.460 -I- I 1.024 I 427.484 I I I 7.00 5.45 .46 427.94 .00 I 1.02 I 1.40 I I 1.500 I .000 .00 I 1 .0 JUNCT STR .0428 -I- -I- -I- -I- -I- -i- .0039 .01 -I- 1.02 -I- 1.00 -I- -i- .013 -I- .00 .00 I- PIPE 985.500 I I 426.590 I 1.541 I 428.131 I I I 3.50 1.98 .06 428.19 .00 I .71 I .00 I 1.500 I I .000 .00 I 1 .0 -I- 8.770 -I- .0052 -I- -I- -I- -1- -I- -I- .0005 .00 -I- 1.54 -I- .00 -I- .58 -I- .009 -I- .00 .00 1- PIPE 994.270 -I- I I 426.635 I 1.500 I 428.135 I I I 3.50 1.99 .06 428.210 .00 I .71 I .00 I 1.500 I I .000 .00 I 1 .0 20.230 -I- :0052 -I- -I- -I- -I- -I- -I- .0005 .01 -I- 1.50 -I- .00 -I- .58 -I- .009 -I- .00 .00 1- PIPE 1014.500 -I- I I 426.740 -I- I 1.401 -I- I 428.141 -I- I I I 3.50 2.04 .06 428.21 -I- -I- -I- -I- .00 -i- I .71 -I- I .75 -I- I 1.500 -I- I I .000 -I- .00 I 1 .0 I- 'Q ��f T1 STROM DRAIN LINE "M "WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEM.OUT Q100 SO 732.520 415.000 1 422.170 R 835.470 421.090 1 .009 .000 .000 0 R 982.480 421.900 1 .009 .000 - 25.443 0 JX 985.500 422.030 3 2 .013 6.300 424.030 90.0 .000 R 1014.500 422.180 3 .009 .000 .000 0 JX 1017.620 422.310 5 4 .013 12.,100 424.310 90.0 .000 R 1100.300 422.730 5 .013 .000 .000 0 SH 1100.300 422.730 5 422.730 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 4 1 .000 2.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD - 5 4 1 .000 2.000 .000 .000 .000 .00 CD 7 4 1 .000 2.500 .000 .000 .000 .00 Q 7.900 .0 • i v �' c 1 FILE: PHASE4LINEM.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -12 -2007 Time: 8:14:44 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE 2L 2R INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH' DROP CD 1 4 1 2.000 CD 2 4 1 2.000 CD 3 4 1 2.000 CD 4 4 1 2.000 CD 5 4 1 2.000 CD 7 4 1 2.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STROM DRAIN LINE "M "WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINEK.OUT Q100 W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 732.520 415.000 1 422.170 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 835.470 421.090 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 982.480 421.900 1 .009 .000 .000 - 25.443 0 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 985.500 422.030 3 2 0 .013 6.300 .000 424.030 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS . ANGLE ANG PT MAN H 1014.500 422.180 3 .009 .000 .000 .000 0 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1017.620 422.310 5 4 0 .013 12.100 .000 424.310 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1100.300 422.730 5 .013 .000 .000 .000 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1100.300 422.730 5 922.730 ^Y �1 e� FILE: PHASE4LINEM.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -12 -2007 Time: 7 :53:50 ST_ROM DRAIN LINE "M "WATER SURFACE PRESSURE GRADIENT TRACT NO.-31681-4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEM.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station -1- I Elev I (FT) 1 Elev I (CFS) I (FPS) Head I Grd.EI.1 Elev I Depth I Width IDia. -FTIor I.D.1 -I- ZL IPrs /Pip -I L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- -I- SF Avel HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" 1 X -Fall) ZR IType Ch ********* I****** Y** I** Y***** I* Y******* I***** Y* Y* I******* I**** Y** I****** Y** I******* I****#*** I * * * * * * * *I * * * * * * *I * * # * * * *I * * *Y* I *Y * * * ** 732.520 I I 415.000 7.170 I I 422.170 I 26.30 8.37 I I 1.09 423.26 .00 I 1.79 I .00 I 2.000 I I .000 .00 I 1 .0 -I- 90.479 -I- .0592 -I- -I- -I- -I- -I- -I- .0065 .59 -I- 7.17 -I- .00 -I- .79 -I- .009 -I- .00 .00 1- PIPE 822.999 I I 420.352 I 2.404 I 422.756 t 26.30 8.37 I I 1.09 423.84 .00 I 1.79 I .00 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 822.999 I I 420.352 I 1.281. I 421.633 I 26.30 12.37 I I 2.38 424.01 .00 I I 1.79 1.92 I 2.000 I I .000 .00 I 1 .0 -I- 2.924 -I- .0592 -I- -I- -I- -I- -I- -I- .0111 .03 -I- 1.28 -I- 2.07 -I- .79 -I- .009 -I- .00 .00 1- PIPE 625.929 I I 420.525 I 1.336 I 421.861 I 26.30 11.79 I I 2.16 424.02 .00 I I 1.79 1.88 I 2.000 I I .000 .00 I 1 .0 2.808 .0592 .0099 .03 1.34 1.91 .79 .009 .00 .00 PIPE 828.732 I I 420.691 I 1.394 I 422.086 I 2:6.30 11.24 I I 1.96 424.05 .00 I I 1.79 1.84 I 2.000 I I .000 -I- .00 I 1 .0 -I- 2.294 -I- .0592 -1- -I- -I- -I- -I- -I- .0088 .02 -I- 1.39 -I- 1.76 -I- .79 -I- .009 .00 .00 1- PIPE 831.027 I I 420.827 I 1.457 I 422.284 I 26.30 10.72 I I 1.78 424.07 .00 I 1.79 I 1.78 I 2.000 I I .000 .00 I 1 .0 -I- 1.819 -I- .0592 -I- -I- -I- -I- -I- -I- .0079 .01 -1- 1.46 -t- 1.61 -I- .79 -I- .009 -I- .00 .00 1- PIPE 832.846 I I 420.935 I 1.526 I 422.461 I 26.30 10.22 I I 1.62 424.08 .00 I 1.79 I 1.70 I 2.000 I I .000 .00 I 1 .0 1.374 .0592 .0071 .01 1.53 1.46 .79 .009 .00 .00 PIPE I 834.220 I I 421.016 I 1.602 I 422.618 I 26.30 9.75. I I 1.47 424.09 .00 I 1.79 I 1.60 I 2.000 I I .000 .00 1 .0 .893 .0592 .0065 .01 1.60 1.32 .79 .009 .00 .00 PIPE I 835.113 I I 421.069 I 1.689 I 422.758 I 26.30 9.29 I I 1.34 424.10 .00 I 1.79 I .1.95 I 2.000 I I .000 -L- .00 1 .0 1- -I- .357 -I- .059^ -I- -I- -I- -I- -I- -1- .0059 .00 -I- 1.69 -I- 1.17 -I- .79 -I- .009 .00 .00 PIPE e� FILE: PHASE4LINEM.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date:.4 -12 -2007 Time: 7:53:50 STROM DRAIN LINE "M "WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ "CORAL MOUNTAIN, LA QUINTA FILE:. PHASE4LINEM.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super jCritical(Flow ToplHeight /(Base Wt( (No Wth Station I. Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Up I "N" I X-Falll ZR IType Ch t** t#++ ft1*##* t}##* I}##*+ t## I**##** t# tl****#** ttl#* t##* tl###* t## I* tt*#**## I* t#*##+ It#+ t## f# I +t # + *t # #Itt *t } # *I # # +t + #f1 I #ttt* I } #t # * *} I 835.470 I I 421.090 I 1.793 I 422.883 I I I 26.30 8.86 1.22 424.10 .00 I I 1.79 1.22 I I 2.000 .000 .00 1 .0 147.010 .0055 .0057 .84 1.79 1.00 2.00 .009 .00 .00 PIPE 982.480 I I 421.900 I 1.793 I 423.693 I I I 26.30 8.86 1.22 424.91 .00 I I 1.79 1.22 I I 2.000 I .000 .00 I 1 .0 JUNCT STR .0430 .0099 .03 1.79 1.00 .013 .00 .00 i- PIPE 985.500 I I 422.030 I 2.766 I 424.796 I I I 20.00" 6.37 .63 425.43 .00 I I 1.61 .00 I I 2.000 I .000 -I- .00 I 1 .0 -I- 29.000 -I- .0052 -I- -I- -I- -I- -I- -I- .0037 .11 -I- 2.77 -I- -I- .00 1.42 -I- .009 .00 .00 1- PIPE 1014.500 422.180 2.725 424.905 20.00 6.37 .63 425.53 .00 1.61 .00 2.000 .000 -I- .00 1 .0 -I- JUNCT STR -I- .0417 -I- -I- -I- -I- -I- -I- .0045 .01 -I- 2.72 -I- -I- .00 -I- .013 .00 .00 I- PIPE 1017.620 I I 422.310 I 3.611 I 425.981 I I I 7.90 2.51 .10 426.08 .00 I I 1.00 .00 -I- I I 2.000 I .000 -I- .00 I 1 .0 1- -I- 82.680 -I- .0051 -I- -I- -I- -I- -I- -I- .0012 .10 -I- 3.67 -I- .00 .99 -I- .013 .00 .00 PIPE I 1100.300 -I- I I 422.730 -I- I 3.352 -I- I 426.082 -I- I I I 7.90 2.51 .10 426.18 -I- -1- -I- -I- .00 -I- I I 1.00 .00 -I- -I- I 2.000 -I- I I .000 -I- .00 1 .0 I- T1 STROM DRAIN LINE. "M "WATER SURFACE PRESSURE GRADIENT jft T2 TRACT NO. 31681 -4 .TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEM.OUT Q10 SO 732.520 415.000 1 422.170 R 835.470 421.090 1 .009 R 982.480 421.900 1 .009 JX 985.500 422.030 3 '2 .013 4.000 424.030 R 1014.500 422.180 3 .009 JX 1017.620 422.310 5 4 .013 7.700 424.310 R 1100.300 422.730 5 .013 SH 1100.300 422.730 5 422.730 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 4 1 .000 2.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000. .000 .000 .000 .00 CD 5 4 1 .000 2.000 .000 .000 .000 .00 CD 7 4 1 .000 2.500 .000 .000 .000 .00 Q 5.100 .0 0, • 0 000 .000 0 000 - 25.443 0 90.0 .000 000 .000 0 90.0 .000 000 .000 0 �1 °atiV� FILE: PHASE4LINEMQ10.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -12 -2007 Time: 8:21:10 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING. PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4), Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 2.000 CD 2 4 1 2.000 CD 3 4 1 2.000 CD 4 4 1 2.000 CD 5 .4 1 2.000 CD 7 4 1 2.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STROM DRAIN LINE "M "WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINEM.OUT Q10 W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 732.520 415.000 1 422.170 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 835.470 421.090 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 982.480 421.900 1 .009 .000 .000 - 25.443 0 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 985.500 422.030 3 2 0 .013 4.000 .000 424.030 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1014.500 422.180 3 .009 .000 .000 .000 0 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1017.620 422.310 5 4 0 .013 7.700 .000 424.310 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1100.300 422.730 5 .013 .000 .000 .000 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1100.300 422.730 5 422.730 �1 °atiV� �L��1 FILE: PHA8E4LINEMQIO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING• Date: 4 -12 -2007 Time: 8:21:14 STROM DRAIN LINE "M "WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEMQI0.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I 732.520 I I 415.000 I 7.170 I 422.170 I 16.80 I I 5.35 .44 422.61 .00 I I 1.48 .00 I I 2.000 .000 .00 1 .0 -I- 87.252 -I- .0592 -I- -I- -I- -I- -I- -I- .0026 .23 -I- 7.17 -I- .00 -I- .62 -I- .009 -I- .00 .00 1- PIPE 819.772 I I 420.161 I 2.238 I 422.400 I 16.80 I I 5.35 .44 422.64 .00 I I 1.48 .00 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP 819.772 I I 420.161 I .928 I 421.090 I 16.80 I I 11.77 2.15 423.24 .00 I I 1.48 1.99 I i 2.000 I .000 .00 I 1 .0 1.553 .0592 .0132 .02 .93 2.45 .62 .009 .00 .00 PIPE 821.325 I I 420.253 I .945 I 421.198 I 16.80 I I 11.49 2.05 423.25 .00 I I 1.48 2.00 I I 2.000 I .000 .00 I 1 .0 -I- 3.192 -I- .0592 -I- -I- -I- -I- -I- -I- .0120 .04 -1- .95 -I- 2.37 -I- .62 -I- .009 -I- .00 .00 1- PIPE 824.517 I I 420.442 I .981 I 421.423 I 16.80 I I 10.96 1.86 423.29 .00 I I 1.48 2.00 1 I 2.000 I .000 .00 I 1 .0 2.727 .0592 .0106 .03 .98 2.20 .62 .009 .00 .00 PIPE 827.244 I I 420.603 I 1.018 I 421.621 I 16.80 I I 10.45 1.69 423.32 .00 I I 1.48 2.00 I I 2.000 I .000 .00 I 1 .0 2.289 .0592 .0093 .02 1.02 2.05 .62 .009 .00 .00 PIPE 1 829.533 I I 420.739 I 1.058 I 421.797 I 16.80 I i 9.96 1.54 423.34 .00 I I 1.48 2.00 I I 2.000 I .000 .00 1 .0 1.945 .0592 .0082 .02 1.06 1.91 .62 .009 .00 .00 1- PIPE I 831.477 I I 420.854 I 1.099 I 421.953 I 16.80 I I 9.50 1.40 423.35 .00 I I 1.48 1.99 I I 2.000 -I- I .000 -I- .00 1 .0 -I- 1.625 -I- .0592 -I- -I- -I- -I- -I- -I- .0073 .01 -I- 1.10 -I- 1.77 -I- .62 .009 .00 .00 1- PIPE I 833.162 I I 420.950 I 1.142 I 422.092 I 16.80 I I 9.05 1.27 423.36 .00 I I 1.48 1.98 I I 2.000 -I- I .000 -I- .00 1 .0 1- -I- 1.322 -I- .0592 -I- -I- -I- -I- -I- -I- .0064 .01 -I- 1.14 -I- 1.65 -I- .62 .009 .00 .00 PIPE �L��1 4 m� FILE: PHASE4LINEMQ10.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -12 =2007 Time: 8:21:14 STROM DRAIN LINE "M "WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEMQI0.OUT ( Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev I (FT) I Elev 1 (CFS) I (FPS) Head I Grd.E1.1 Elev 1 Depth I Width IDia. -FTlor I.D.) -1- ZL 1Prs /Pip L /Elem -I- ICh Slope -I- I -I- I I -I- I -I- -I- SF Ave[ -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I X -Fall) -I ZR IType Ch 834.424 I 421.028 I 1.188 I I 422.216 I 16-.80 I 8.63 1.16 I 423.37 .00 I 1.48 I 1.96 I 2.000 I I .000 .00 I 1 .0 1.046 .0592 .0057 .01 1.19 1.53 .62 .009 .00 .00 PIPE 835.470 I 421.090 I 1.237 I I 422.327 I 16.80 I 8.23 1.05 I 423.38 .00 I 1.48 I 1.94 I 2.000 I I .000 .00 I 1 .0 30.986 .0055 .0053 .16 1.24 1.42 1.22 .009 .00 .00 PIPE 866.456 I I 421.261 1.244 I I 422.505 I 16.80 I 8.17 1.04 I 423.54 .00 I I 1.48 1.94 I 2.000 I I .000 .00 i 1 .0 75.080 .0055 .0049 .37 1.24 1.40 1.22 .009 .00 .00 1- PIPE 941.535 I 1 421.674 1.296 I 1 422.971 I 16.80 I X7.79 .94 ! 423.91 .00 1 I 1.48 1.91 I 2.000 I I .000 .00 1 1 .0 -I- 26.632 -I- .0055 -I- -I- -I- -I- -I- .0044 -I- .12 -I- 1.30 -I- 1.29 -I- 1.22 -I- .009 -I- .00 .00 1- PIPE 968.1.68 I 421.821 I 1.352 I I 423.173 I 16.80 I 7.43 .86 I 424.03 .00 I 1.48 I 1.87 I 2.000 I I .000 .00 I 1 .0 11.231 .0055 .0039 .04 1.35 1.19 1.22 .009 .00 .00 PIPE 979.398 -I- 421.883 -I- 1.412 423.295 16.80 7.09 .78 424.07 .00 1.48 1.82 2.000 .000 .00 1 .0 3.082 .0055 -1- -I- -I- -I- -I- .0035 -I- .01 -I- 1.41 -I- 1.09 -I- 1.22 -I- .009 -I- .00 .00 1- PIPE 982.480 -I- 421.900 -I- 1.478 423.378 16.80 6.75 .71 424.09 .00 1.48 1.76 2.000 .000 .00 1 .0 JUNCT STR .0430 -I- -I- -I- -I- -I- .0050 -I- .02 -I- 1.46 -I- 1.00 -I- -I- .013 -I- .00 .00 I- PIPE 985.500 I 422.030 2.039 I 1 424.069 I 12.80 I 4.07. .26 1 424.33 .00 ! 1.29 1 .00 I 2.000 I I .000 .00 I 1 .0 -i- 10.663 -I- .0052 -I- -I- -I- -I- -1- .0015 -I- .02 -I- 2.04 -I- .00 -I- 1.05 -I- .009 -I- .00 .00 I- PIPE 996.163 I I 422.085 2.000 I I 424.085 I 12.80 I 4.07 .26 I 424.34 .00 I 1.29 I .00 I 2.000 I I .000 .00 I 1 .0 18.337 .0052 .0014 .03 2.00 .00 1.05 .009 .00 .00 PIPE 4 m� FILE: PHASE4LINEMQ10.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -12 -2007 Time: 8:21:14 STROM DRAIN LINE "M "WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEMQ10.OUT I Invert I Depth I Water I Q I Vel Vel I• Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Falll ZR IType Ch I I I I I ( I I I I I I I 1014.500 422.180 1.924 424.104 12.80 4.13 .26 424.37 .00 1.29 .76 2.006 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- JUNCT STR .0417 .0017 .01 1.92 36 .013 .00 .00 PIPE I I I I I I I I I I I I I 1017.620 422.310 2.242 424.552 5.10 1.62 .04 424.59 .00 .80 .00 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -i- -I- -i- -i- -I- -I- -I- 1- 52.992 .0051 .0005 .03 2.24 .00 .77 .013 .00 .00 PIPE I I I I i I I I I I I I I 1070.612 422,579 2.000 424.579 5.10 1.62 .04 424.62 .00 .80 .00 2.000 .000 .00 1 .0 29.688 .0051 .0005 .0i 2.00 .00 .77 .013 .00 .00 PIPE I I I I I I I I I I I i I 1100.300 422.730 1.860 424.590 5.10 1.68 .04 424.63 .00 .80 1.02 2.000 .000 .00 1 .0 -i- -I- -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- -I- I- t T1 STORM DRAIN LIINE "N" WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA • T3 FILE: PHASE4LINEN.OUT SO 647.870 428.000 5 428.000 R 708.750 429.260 5 .009 .000 .000 0 R 775.070 430.620 5 .009 - 18.999 .000 0 R 831.900 430.910 5 .009 .000 .000 0 R 877.240 431.130 5 .009 12.989 .000 0. R 982.4.80 431.660 5 .009 .000 .000 0 JX 985.500 431.790 5 5 .013 4.900 433.290 90..0 .000 R 1014.500 431.940 3 .009 .000 .000 0 SH 1014.500 431.940 3 431.940 CD 1 4 1 .000 1.000 .000 .000 .000 .00 CD 2 4 1 .000 1.000 .000 .000 .000 .00 CD 3 4 1 .000 1.000 .000 .000 .000 .00 CD 5 4 1 .000 1.500 .000 .000 .000 .00 Q 4.900 .0 0 • 1� ` -J FILE: PHASE4LINEN.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -12 -2007 Time:10: 4: 0 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 1 1.000 CD 2 4 1 1.000 CD 3 4 1 1.000 CD 5 4. 1 1.500 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LIINE "N" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINEN.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 647.870 428.000 5 428.000 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 108.150 429.260 5 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 775.070 430.620 5 .009 200.003 - 18.999 .000 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 831.900 430.910 5 .009 .000 .000 .000 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 877.240 431.130 5 .009 199.999 12.989 .000 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 982.480 431.660 5 .009 .000 .000 .000 0 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 985.500 431.790 5 5 0 .013 4.900 .000 433.290 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H . 1014.500 431.940 3 .009 .000 .000 .000 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1014.500 431.940 3 431.940 1� ` -J ANA a FILE: PHASE4LINEN.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -12 -2007 Time:10: 4: 3 STORM DRAIN LIINE "N" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEN.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev -I- I (FT) I -I- Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor -I- I.D.1 -I- ZL IPrs /Pip -I L /Elem ICh, Slope I I -I- I -I- I -I- -I- -I- SF Avel HF ISE -I- DpthlFroude -I- NINorm -I- Dp I "N" I X -Fa111 ZR IType Ch 641.870 -I- I 428.000 I I .732 I 428.732 I 9.80 11.43 I I 2.03 430.76 .00 I I 1.21 1.50 I I 1.500 I .000 .00 I 1 .0 33.018 -I- .0207 -I- -I- -I- -I- -I- -I- .0173 .57 -I- .73 -I- 2.66 -I- .70 -I- .009 -I- .00 .00 1- PIPE 680.888 -I- I I 428:683 i .751 I 429:434 I 9.80 11.06 I I 1.90 431.33 .00 I I 1.21 1.50 I I 1.500 i .000 .00 I 1 .0 27.862 -I- .0207 -I- -1- -I- -I- -I- -1- .0156 .43 -I- .75 -I- 2.54 -I- .70 -I- .009 -I- .00 .00 1- PIPE 708.750 I I 429.260 I .781 I 430.041 I 9.80 10.54 I I 1.73 431.77 .03 I I 1.21 1.50 I I 1.500 I .000 .00 I 1 .0 -I- 15.565 -I- .0205 -I- -I- -I- -I- -I- -I- .0139 .22 -I- .81 -1- 2.36 -I- .71 -I- .009 -I- .00 .00 1- PIPE 724.315 -I- I I 429.579 I .804 I 430.383 I 9.80 10.15 I I 1.60 431.98 .02 I I 1.21 1.50 I I 1.500 I .000 .00 I 1 .0 14.172 -I- .0205 -I- -I- -I- -I- -I- -I- .0124 .18 -I- .83 -I- 2.23 -I- .71 -I- .009 -I- .00 .00 1- PIPE 738.487 I I 429.870 I .835 I 430.705 I 9.80 9.68 I I 1.46 432.16 .02 I I 1.21 1.49 I I 1.500 I .000 .00 I 1 .0 10.310 .0205 .0110 .11 .86 2.07 .71 .009 .00 .00 PIPE 748.797 -1- I I 430.081 I .869 I 430.950 I 9.80 9.23 I I 1.32 432.27 .02 I I 1.21 1.48 I I 1.500 I .000 .00 I 1 .0 7.893 -I- .0205 -I- -I- -I- -I- -I- -I- .0097 .08 -I- .89 -I- 1.92 -I- .71 -I- .009 -I- .00 .00 1- PIPE 756.690 I I 430.243 I .904 I 431.147 I 9.80 8.80 I I 1.20 432.35 .02 I I 1.21 1.47 I I 1.500 I .000 .00 I 1 .0 6.070 .0205 .0086 .05 .92 1.78 .71 .009 .00 .00 PIPE 762.760 I I 430.368 I .941 I 431.309 I 9.80 8.39 I I 1.09 432.40 .02 I I 1.21 1.45 I I 1.500 I .000 .00 I 1 .0 4.608 .0205 .0076 .04 .96 1.65 .71 .009 .00 .00 PIPE 767.369 I 1 430.462 1 .981 i 431.443 I 9.80 8.00 I I .99 432.44 .01 I 1 1.21 1.43 I I 1.500 I .000 .00 I 1 .0 3.521 .0205 .0068 .02 1.00 1.52 .71 .009 .00 .00 PIPE ANA a 4rf� i� FILE: PHASE4LINEN.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -12 -2007 Time:10: 4: 3 STORM DRAIN LIINE "N" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEN:OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt► INo Wth Station I Elev I (FT) .1 Elev I (CPS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR IType Ch I 770.889 I 430.534 1.023 I I 431.557 I 9.80 I I 7.63 .90 432.46 .01 I I 1.21 1.40 I 1.500 I I .000 .00 I 1 .0 -I- 2.497 -I- .0205 -I- -I- -I- -I- -I- -I- .0060 .02 -I- 1.04 -I- 1.40 -I- .71 -I- .009 -I- .00 .00 1- PIPE 773.387 -I- I I 430.585 -I- 1.069 I I 431.655 I 9.80 I I 7.27 .82 432.48 .01 I I 1.21 1.36 I 1.500 I I .000 .00 I 1 .0 1.683 .0205 -I- -I- -I- -I- -I- -I- .0054 .01 -I- 1.08 -I- 1.29 -I- .71 -I- .009 -I- .00 .00 1- PIPE 775.070 I I 430.620 1.118 I I 431.738 I 9.80 I I 6.94 .75 432.49 .00 I I 1.21 1.31 I 1.500 I I .000 .00 I 1 .0 56.830 .0051 .0050 .28 1.12 1.18 1.12 .009 .00 .00 PIPE . 831.900 I I 430.910 1:138. I I 432.048 I 9.80 I I 6.81 .72 432.77 .01 I I 1.21 1.28 I 1.500 I I .000 .00 I 1 .0 45.340 .0049 .0050 .22 1.15 1.13 1.14 .009 .00 .00 PIPE 877.240 I I 431.130 1.123 I I 432.253 I 9.80 I I 6.91 .74 432.99 .00 I I 1.21 1.30 I 1.500 I I .000 .00 I 1 .0 27.207 .0050 .0050 .14 1.12 1.17 1.12 .009 .00 00 1- PIPE 904.447 I I 431.267 1.123 I I 432.390 I 9.80 I I 6.91 .74 433.13 .00 I I 1.21 1.30 I 1.500 I I .000 .00 I 1 .0 -I- 65.997 -I- .0050 -I- -I- -1- -I- -1- -I- .0049 .32 -I- 1.12 -I- 1.17 -I- 1.12 -I- .009 -I- .00 .00 1- PIPE 970.443 I I 431.599 1.148 I I 432.747 I 9.80 I I 6.75 .71 433.45 .00 I I 1.21 1.27 I 1.500 I I .000 .00 I 1 .0 12.037 .0050 .0045 .05 1.15 1.11 1.12 .009 .00 .00 1- PIPE 982.480 I I :431.660 1.208 I I 432.868 I 9.80 I I 6.43 .64 433.51 .00 I I 1.21 1.19 I 1.500 I I .000 .00 I 1 .0 -I JUNCT STR - - I - .0430 , - 1 -7 -1- - I - -I- -I- - I .0056 .02 - - 1.21 I - - I 1.00 - - I - - .013 I - - I .00 - .00 I- PIPE 985.500 I 431.790 2.027 I I 433.817 I 4.90 I I 6.24 .60 434.42 .00 I I .91 .00 I 11000 -I- I I .000 -I- .00 I 1 . .0 1- -I- 29.000 -I- .0052 -I- -I- -I- -I- -I- -I- .0091 .26 -I- 2.03 -I- .00 -I- 1.00 .009 .00 .00 PIPE 4rf� i� • FILE: PHASE4LINEN.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -12 -2007 Time:10:_4: 3 STORM DRAIN LIINE "N" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEN.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I.(FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip -I- -1- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -1 L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 1014.500 431.940 2.140 434.080 4.90 6.24 .60 434.68 .00 .91 .00 1.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- °°°mow T1 STORM DRAIN LINE "O" WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 • FILE: PHASE4LINEO.OUT ��0 SO 921.690 412.790 3 413.610 R 933.790 413.400 3 .009 .000 .000 0 R 955.120 414.480 1 .009 .000 .000 0 JX 1053.200 419.140 3 7 .009 2.500 419.640 -25.2 .000 R 1268.220 430.460 3 .009 .000 .000 0 R 1453.500 433.620 3 .009 .000 .000 0 JX 1456.500 433.760 11 10 .013 11.300 435.760 90.0 .000 R 1543.500 437.520 1 .013 .000 .000 0 SH 1543.500 437.520 13 437.520 0 FILE: PHASE4LINEO.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 4 -16 -2007 Time: 4:22: 0 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2), Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIER /PIP WIDTH DIAMETER WIDTH DROP CD 1 4 2 1.750 CD 2 4 1 2.000 CD 3 4 1 2.000 CD 4 4 1 2.000 CD 5 4 1 2.000 CD 7 4 1 1.500 CD 8 4 1 2.000 CD 9 4 1 2.000 CD 10 4 1 2.000 CD 11 4 1 2.000 CD 13 4 2 1.750 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "0" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHME4LINEOQ10.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 921.690 412.790 3 413.610 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 933.790 413.400 3 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 955.120 414.480 3 .009 .000 .000 .000 0 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1053.200 419.140 3 7 0 .009 2.500 .000 419.640 .000 -25.200 .000 RADIUS ANGLE .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1268.220 430.460 3 .009 .000 .000 .000 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N' RADIUS ANGLE ANG PT MAN H 1453.500 433.620 3 .009 .000 .000 .000 0 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT =3 INVERT -4 PHI 3 PHI 4 1456.500 433.760 11 10 0 .013 11.300 .000 435.760 .000 90.000 .000 RADIUS ANGLE .000 .000 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N. 1543.500 437.520 1 .013 ELEMENT NO '9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 1543.500 437.520 13 .y m �J RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 W S ELEV 437.520 FILE: PHASE4LINEO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -16 -2007 Time: 4:22: 3 STORM DRAIN LINE "O" WATER SURFACE PRESSURE GRADIENT - TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEOQI0.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I 921.690 -I- I 412.790 .924 I I 413.714 28.90 I 20.36 I I 6.44 .420.15 I .00 1.84 I 1.99 I I 2.000 I .000 .00 I 1 .0 12.100 -I- .0504 -I- -I- -I- -I- -I- -I- .0405 .49 -I- .92 -I- 4.25 -I- .87 -I- .009 -I- .00 .00 1- PIPE 933.790 I I 413.400 .931 I I 414.331 28.90 I 20.16 I I 6.31 420.64 I .00 1.84 I 2.00 I I 2.000 I .000 .00 I 1 .0 -I- 21.330 -I- .0506 -I- -I- -I- -I- -I- -I- .0389 .83 -I- .93 -I- 4.19 -I- .87 -I- .009 -I- .00 .00 1- PIPE 955.120 -I- I I 414.480 .946 I I 415.426 I 28.90 19.75 I I 6.05 421.46 I .00 1.84 I 2.00 I I 2.000 I .000 .00 I 1 .0 JUNCT STR -I- .0475 -I- -I- -I- -I- -I- -I- .0428 4.20 -I- .95 -I- 4.07 -I- -I- .009 -I- .00 .00 I- PIPE 1053.200 -I- I I 419.140 .642 I I 419.982 26.40 I 21.02 I I 6.86 426.84 I .00 1.80 I 1.97 I I 2.000 I .000 .00 I 1 .0 25.644 -I- .0526 -I- -I- -I- -I- -I- -I- .0469 1.20 -I- .84 -I- 4.64 -I- .82 -I- .009 -I- .00 .00 1- PIPE 1078.844 -I- I I 420.490 I .849 I 421.339 I 26:40 20.76 I I 6.69 428.03 I .00 1.80 I 1.98 I I 2.000 I .000 .00 I 1 .0 61.994 -I- .0526 -I- -I- -I- -I- -I- -I- .0433 2.69 -I- .85 -I- 4.56 -I- .82 -I- .009 -I- .00 .00 1- PIPE 1140.837 -I- I I 423.754 .881 I I 424.635 I 26.40 19.80 I I 6.09 430.72 I .00 1.80 I 1.99 I I 2.000 I .000 .00 I 1 .0 35.812 -I- .0526 -I- -I- -I- -I- -I- -I- .0381 1.36 -I- .88 -I- 4.26 -I- .82 -I- .009 -I- .00 .00 1- PIPE 1176.649 I I 425.639 I .913 I 426.552 I 26.40 18.87 I I 5.53 432.08 I .00 1.80 I 1.99 I I 2.000 I .000 :00 I 1 .0 -I- 24.428 -I- .0526 -I- -I- -I- -I- -I- -I- .0335 .82 -I- .91 -I- 3.97 -I- .82 -I- .009 -I- .00 .00 1- PIPE 1201.077 I I 426.925 I .948 I 427.873 I 26.40 18.00 I I 5.03 432.90 I .00 1.80 I 2.00 I I 2.000 I .000 -I- .00 I 1 .0 -I- 18.214 -I- .0526 -I- -I- -I- -I- -I- -I- .0295 .54 -I- .95 -I- 3.70 -1- .82 -I- .009 .00 .00 1- PIPE 1219.290 I I 427.884 I .983 I 428.867 I 26.40 17.16 I I 4.57 433.44 I .00 1.80 I 2.00 I I 2.000 I .000 .00 I 1 .0 -I- 14.138 -1- .0526 -I- -I- -I- -I- -I- -I- .0259 .37 -I- .98 -I- 3.45 -I- .82 -I- .009 -I- .00 .00 1- PIPE NM FILE: PHASE4LINEO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -16 -2007 Time: 4:22: 3 STORM DRAIN LINE "O" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEOQIO.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wtl INo Wth Station -I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem -I- ICh Slope I -I- -1- I I -I- I -I- -I- -1- SF Avel HF ISE -I- DpthlFroude -I- NINorm Dp -I- -I- I "N" I -I- X -Fall) ZR -I IType Ch I 1233.428 I 428.628 1.021 I I 429.649 I 26.40 16.36 I Ifl 4.16 433.81 .00 l 1.80 I 2.00 I l 2.000 I .000 .00 I 1 .0 . 11.373 .0526 .0229 .26 1.02 3.21 .82 .009 .00 .00 PIPE 1244.801 -I- I I 429.227 1.060 I I 430.287 I 26.40 15.60 I I 3.78 434.07 .00 I 1.80 I 2.00 I I 2.000 I .000 .00 I 1 .0 9.278 -I- .0526 -I- -I- -I- -I- -I- -I- .0202 .19 -I- 1.06 -I- 2.99 .82 -I- -I- .009 -I- .00 .00 1- PIPE 1254.079 I I 429.716 1.102 I I 430.818 I 26.40 14.87 I I 3.43 434.25 .00 I 1.80 I 1.99 I I 2.000 I .000 .00 I 1 .0 -1- 7.724 -I- .0526 -I- -I- -I- -I- -I- -I- .0178 -I- 1.10 -I- 2.77 .82 -1- -I- .009 -I- .00 .00 1- PIPE 1261.804 I I 430.122 1.145 I I 431.267 I 26.40 14.18 I I 3.12 434.39 .00 I 1.80 I 1.98 I I 2.000 I .000 .00 I 1 .0 -I- 6.416 -I- .0526 -I- -I- -I- -I- -I- -I- .0157 .10 -I- 1.15 -I- 2.58 .82 -I- -I- .009 -I- .00 .00 1- PIPE 1268.220 I I 430.460 1.192 I I 431.652 I 26.40 13.52 I I 2.84 434.49 .00 I 1.80 I 1.96 I I 2.000 I .000 .00 I 1 .0 57.430 .0171 ,0141 .81 1.19 2.39 1.14 .009 .00 .00 1- PIPE 1325.650 -1- I I 431.440 I 1.231 I 432.671 I 26.40 13.01 I I 2.63 435.30 .00 I 1.80 I 1.95 I I 2.000 I .000 .00 I 1 .0 42.346 -I- .0171 -I- -I- -I- -I- -I- -I- .0126 .53 -I- 1.23 -I- 2.25 1.14 -I- -I- .009 -I- .00 .00 1- PIPE 1367.996 I I 432.162 1.282 I I 433.444 I 26.40 12.40 I I 2.39 435.83 .00 I 1.80 I 1.92 I I 2.000 I .000 .00 I 1 .0 -I- 27.699 -I- .0171 -I- -I- -I- -I- -I- -I- .0112 .31 -I- 1.28 -I- 2.08 1.14 -I- -I- .009 -I- .00 .00 1- PIPE 1395.696 I I 432.634 I 1.337 I 433.971 I 26.40 11.83 I 1 2.17 436.14 .00 I 1.80 1 1.88 I I 2. -000 I .000 .00 I 1 .0 -I- 19.661 -I- .0171 -I- -I- -I- -I- -I- -I- .0100 .20 -I- 1.34 -I- 1.91 1.14 -I- -I- .009 -I- .00 .00 1- PIPE 1415.357 I I 432.969 1.395 I I 434.365 I 26.40 11.28 I I 1.97 436.34 .00 I 1.80 I 1.84 I I 2.000 I .000 .00 I 1 .0 14.260 .0171 .0089 .13 1.40 1.76 1.14 .009 .00 .00 PIPE NM Stu FILE: PHASE4LINEO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -16 -2007 Time: 4:22: 3 STORM DRAIN LINE "O" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @.CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEOQI6.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) -1- I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I Zt IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I I -I- I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" I -I- X -Fa11I ZR -I IType Ch 1429.617 -I- 433.213 -I- 1.458 434.671 26.40 10.75 1.80 436.47 .00 1.80 1.78 2.000 .000 .00 1 .0 10.351 .0171 -I- -I- -I- -I- -I- -I- .0080 .08 -I- 1.46 -I- 1.61 1.14 -I- -I- .009 -I- .00 .00 1- PIPE 1439.968 -I- I I 433.389 -I- I 1.527 I 434.916 I 26.40 10.25 I I 1.63 436.55 .00 I I 1.80 1.70 I I 2.000 I .000 .00 I 1 .0 7.213 .0171 -I- -I- -I- -I- -I- -I- .0072 .05 -1- 1.53 -I- 1.47 1.14 -I- -I- .009 -I- .00 .00 1- PIPE 1447.181 I I 433.512 I 1.604 I 435.116 I 26.40 9.77 I I 1.48 436.60 .00 I I 1.80 1.59 I I 2.000 I .000 .00 I 1 .0 4.630 .0171 .0065 .03 1.60 1.32 1.14 .009 .00 .00 PIPE 1451.811 -I- I I 433.591 -I- I 1.690 -I- I 435.281 I .26.40 9.32 I I 1.35 436.63 .00 I I 1.80 1.45 I I 2.000 I .000 .00 I 1 .0 1.689 .0171 -I- -I- -I- -I- -I- .0060 .01 -I- 1.69 -I- 1.17 1.14 -I- -I- .009 -I- .00 .00 1- PIPE 1453.500 -I- I I 433.620 I 1.795 I 435.415 I 26.40 8.88 I I 1.23 436.64 .00 I I 1.80 1.21 I I 2.000 I .000 .00 I 1 .0 JUNCT STR -I- .0467 -I- -I- -I- -I- -I- -I- -I- 1.80 -I- 1.00 -I- -I- .013 -I- .00 .00 I- PIPE 1456.500 I I 433.760 I .575 I 434.335 I 15.10 20.20 I I 6.33 440.67 .00 I I 1.40 1.81 I I 2.000 I .000 .00 I 1 .0 -I- JUNCT STR -I- .0467 -I- -I- -I- -I- -I- -I- -I- .58 -I- 5.54 -I- -I- .013 -I- .00 .00 I- PIPE 1456.506 I I 433.760 I 3.325 I 437.085 I 15.10 3.14 I I .15 437.24 .00 I I 1.02 .00 I I 1.750 I .000 .00 I 2 .0 -I- 21.924 -I- .0432 -I- -I- -I- -I- -I- -1- .0023 .05 -I- 3.32 -I- .00 .57 -I- -I- .013 -I- .00 .00 1- PIPE 1478.424 I I 434.708 I 2.426 I 437.133 I 15.10 3.14 I I .15 437.29 .00 I I 1.02 .00 I I 1_.750 I .000 .00 I 2 .0 HYDRAULIC JUMP 1478.424 434.708 .587 435.295 15.10 10.66 1.77 437.06 .00 1.02 1.65 1.750 .000 .00 2 .0 7.077 .043^ .0384 .27 .59 2.03 .57 .013 .00 .00 PIPE Stu "N' `�� V�s ' FILE: PHASE4LINEO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -16 -2007 Time: 4:22: 3 STORM DRAIN LINE "O" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHiASE4LINE6Q10.OUT ++ xxx+ x+ x+ x+++++ xx+ x+ xx+ xx++ x+ xx+ x+++++++++ x+ xxx+ x++ xx+ x+++++++ x+ xx+ xxxxxx xx+++ xxxxw+ xx++ xxxx + +xx +x + + +x + + + + +x + + +a +x +xxx +xx + + +xx + ++ Invert I Depth I Water I Q I Vel Vel l Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem jCh Slope I -I- I -I- -1- I I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -I- NjNorm -I- Dp -I- I "N" I -I- X -Fall) -I ZR [Type Ch x++++++++ I+++ x+ xxx+ Ix+++ axxxlx+ I xx+ x+ xxlxx+ xx+ xxxl+ x+ x+ xxlx+++ xxxlx+ xx+++ xxl+ xx+ x+ xlxxxx++ xxlx +xxxxxxlx + +xx +xlxxxxxx +Ixxxxx I +xx + +xx 1485.501 I 435.013 I .587 435.601 I I 15.10 10.65 I I 1.76 437.36 .00 I 1.02 I 1.65 I I 1.750 I .000 .00 I 2 .0 19.177 .0432 .0360 .69 .59 2.02 .57 .013 .00 .00 I- PIPE 1504.678 -I- I I 435.842 I .608 436.450 I I 15.10 10.15 I I 1.60 438.05 .00 I 1.02 I 1.67 I I 1.750 I .000 .00 I 2 .0 10.566 -I- .0432 -I- -I- -I- -I- -I- -I- .0315 .33 -I- .61 -I- 1.69 -I- .57 -I- .013 -I- .00 .00 1- PIPE 1515.299 -I- I I 436.299 I .630 436.929 I I 15.10 9.68 I I 1.45 438.38 .00 I 1.02 I 1.68 I I 1.750 I .000 .00 I 2 .0 7.077 -I- .0432 -I- -1- -I- -I- -I- -I- .0276 .20 -I- .63 -I- 1.77 -I- .57 -I- .013 -I- .00 .00 1- PIPE 1522.321 -I- I 436.605 I .652 937.257 I I 15.10 9.23 I I 1.32 938.58 .00 I 1.02 I 1.69 I I 1.750 .000 .00 2 .0 5.069 -I- .0432 -I- -I- -I- -I- -I- -I- .0242 - .12 -I- .65 -I- 1.65 -I- .57 -I- .013 -I- .00 .00 1- PIPE 1527.390 -I- I I 436.824 I .676 937.500 I I 15.10 8.80 I I 1.20 438.70 .00 I 1.02 I 1.70 I I 1.750 I .000 .00 I 2 .0 3.885 -1- .0432 -I- -I- -I- -I- -I- -I- .0213 .08 -I- .68 -I- 1.54 -I- .57 -I- .013 -I- .00 .00 1- PIPE 1531.275 I I 436.992 I .700 437.692 I I 15.10 8.39 I I 1.09 438.78 .00 I 1.02 I 1.71 I I 1.750 I .000 .00 I 2 .0 2.967 .0432 .0187 .06 .70 1.99 .57 .013 .00 .00 1- PIPE 1534.262 I I 437.121 I .726 437.847 I I 15.10 8.00 I I .99 938.89 .00 I 1.02 I 1.72 I I 1.750 I .000 .00 I 2 .0 2.360 .0432 .0164 .04 .73 1.35 .57 .013 .00 .00 PIPE 1536.622 I I 437.223 I .753 437.976 I I 15.10 7.63 I I .90 438.88 .00 I 1.02 I 1.73 I I 1.750 I .000 .00 I 2 .0 -I- 1.912 -I- .0432 -1- -j- -I- -I- -i- -I- .0144 .03 -I- .75 -I- 1:26 -I- .57 -I- .013 -i- .00 .00 1- PIPE 1538.534 I i 437.305 I .780 I 438.086 I 15.10 7.27 I I .82 436.91 .00 I 1.02 I 1.74 I I 1.750 I .000 .00 I 2 .0 -I- 1.460 -I- .0432 -I- -I- -I- -I- -I- -I- .0127 '.02 -I- .78 -I- 1.17 -I- .57 -I- .013 -I- .00 .00 1- PIPE "N' `�� V�s ' • • s FILE: PHASE4LINEO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -16 -2007 Time: 4:22: 3 STORM DRAIN LINE "O" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEOQ10.OUT I Invert I Depth I Water I Q I Vel vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station -I- I Elev I -I- (FT) -I- I Elev I -I- (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor -1- -1- I.D.I -1- ZL -1 IPrs /Pip L /Elem ICh Slope I I I -I- I -I- -I- SF Avel -1- -17 HF ISE DpthlFroude -1- NINorm Dp I "N" I X -Fall] ZR IType Ch *#**#* f*+ If**} f*#** I# f****# fl**#*+ f# f* If**#**# ffl*++* f*+ I***+**# 1*#***+* f* I++##*#*]*##***+ x1 * * * * * * * *If * * * + * *If * * + # * +If * * ** ] *ff # * ** 1539.994 I I 437.369 .810 I I 438.179 I 15.10 I 6.93 .75 I 438.92 ] .00 1.02 I 1.75 I I 1.750 I .000 .00 I 2 .0 -I- 1.180 -I- .0432 -I- -I- -f- -I- -1- .0111 -1- .01 -I- .81 -I- 1.09 .57 -I- -I- .013 -I- .00 .00 I- PIPE 1541.174 I I 437.419 .840 I I 438.260 I 15.10 I 6.61 .68 I 438.94 I .00 1.02 I 1.75 I I 1.750 I .000 .00 I 2 .0 .888 .0432 .0098 .01 .84 1.02 .57 .013 .00 .00 1- PIPE 1542.062 I I 437.458 .872 I I 438.330 I 15.10 I 6.30 .62 I 438.95 I .00 1.02 I 1.75 I I 1.750 I .000 .00 I 2 .0 .667 .0432 .0086 .01 .87 .95 .57 .013 .00 .00 1- PIPE 1542.728 437.487 .905 438.392 15.10 6.01 .56 438.95 .00 1.02 1.75 1.750 .000 .00 2 .0 -I- .448 -1- .0432 -1- -I- -I- -I- -I- .0076 -I- .00 -I- .91 -I- .88 .57 -I- -I- .013 -I- .00 .00 1- PIPE 1543.177 -I- I I 437.506 .940 I I 438.446 I 15.10 I 5.73 .51 I 438.96 I .00 1.02 I 1.75 I I 1.750 I .000 .00 I 2 .0 .256 -I- .0432 -1- -I- -I- -1- -I- .0067 -I- .00 -I- .94 -I- .82 .57 -I- -I- .013 -1- .00 .00 1- PIPE 1543.433 I I 437.517 .977 I I 438.494 I 15.10 I 5.46 .46 I 438.96 I .00 1.02 I 1.74 I 1.750 -I- I I .000 -I- .00 I 2 .0 -I- .067 -I- .0432 -I- -I- -I- -I- -I- .0059 -I- .00 -I- .98 -I- .76 .57 -I- .013 .00 .00 1- PIPE 1543.500 -I- I I 437.520 -I- 1:018 -I- I I 438.538 `I- I 15.10 -I- I 5.20 .42 -I- -I- I 438.96 -I- I .00 -I- 1.02 -I- I 1.73 1 1.750 -I- -I- I I .000 -I- .00 I 2 I- .0 ���i• ��F T1 STORM DRAIN LINE "0" WATER SURFACE PRESSURE GRADIENT • T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEOQ100.OUT SO 921.690 412.790 1 412.790 R 933.790 413.380 1 .009 R 955.120 414.410 1 .009 JX 1053.200 419.140 3 2 .009 3.900 419.140 R 1268.220 430.460 3 .009 R 1453.500 433.620 3 .009 JX 1456.500 433.760 5 4 .013 17.700 435.700 R 1543.500 437.510 7 .009 SH 1543.500 437.510 7 437.510 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 2.000 .000 .000 .000 .00 CD 3 4 1 .000 2.000 .000 .000 .000 .00 CD 4 4 1 .000 2.000 .000 .000 .000 .00 CD 5 4 1 .000 2.000 .000 .000 .000 .00 CD 7 4 2 .000 1.750 .000 .000 .000 .00 Q 23.500 .0 17A 0 .000 .000 0 .000 .000 0 -25.2 .000 .000 .000 0 .000 .000 0 90.0 .000 .000 .000 0 ELEMENT NO 5 IS A REACH U/S DATA ELEMENT NO 6 IS A REACH U/S DATA ELEMENT NO 7 IS A JUNCTION U/S DATA * * * STATION INVERT SECT N 1268.220 430.460 3 .009 STATION INVERT SECT N 1453.500 433.620 3 .009 * * * * STATION INVERT SECT LAT -1 LAT -2 N 1456.500 433.760 5 4 0 .013 ELEMENT NO 8 IS A REACH RADIUS ANGLE U/S DATA STATION INVERT SECT FILE: PHASE4LINEOO.WSW 0 W S P G W - EDIT LISTING - Version 14.06 Date: 5 -14 -2007 Time: 3:44:14 ELEMENT NO 9 IS A SYSTEM HEADWORKS .000 .000 * 0 U/S DATA STATION WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING SECT * PAGE 1 CARD SECT 7 CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE .000 PIER /PIP WIDTH DIAMETER WIDTH DROP .000 0 W S ELEV CD 1 4 1. 2.000 CD 2 4 1 2.000 CD 3 4 1 2.000 CD 4 4 1 2.000 CD 5 4 1 2.000 CD 7 4 2 1.750 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "O" WATER SURFACE PRESSURE GRADIENT HEADING LINE NO 2 IS - TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA HEADING LINE NO 3 IS - FILE: PHASE4LINEOQ100.OUT W S P G W PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 921.690 412.790 1 412.790 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 933.790 413.380 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 955.120 414.410 1 .009 .000 .000 .000 0 ELEMENT NO 4 IS A JUNCTION * U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1053.200 419.140 3 2 0 .009 3.900 .000 419.140 .000 - 25.200 .000 ELEMENT NO 5 IS A REACH U/S DATA ELEMENT NO 6 IS A REACH U/S DATA ELEMENT NO 7 IS A JUNCTION U/S DATA * * * STATION INVERT SECT N 1268.220 430.460 3 .009 STATION INVERT SECT N 1453.500 433.620 3 .009 * * * * STATION INVERT SECT LAT -1 LAT -2 N 1456.500 433.760 5 4 0 .013 N .009 RADIUS ANGLE .000 ELEMENT NO 8 IS A REACH RADIUS ANGLE U/S DATA STATION INVERT SECT .000 0 1543.500 437.510 7 MAN H ELEMENT NO 9 IS A SYSTEM HEADWORKS .000 .000 * 0 U/S DATA STATION INVERT SECT * .000 1543.500 437.510 7 <� T•q up .000 .000 RADIUS ANGLE ANG PT N .009 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 RADIUS ANGLE ANG PT MAN H .000 * .000 .000 * 0 * Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 17.700 .000 435.700 .000 90.000 .000 RADIUS ANGLE .000 .000 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 W S ELEV 437.510 NN (17 -- FILE: PHASE4LINEOO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 5 -14 -2007 Time: 3:44:18 STORM LINE "O" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEOQ100.OUT ++ x«♦ xx+ x«++«« x+ x+ a+ x«+ x++««+««+++ xx++ x«+++«««++«+ x++++«++++ xx++«««++++++«+++++ x«+++«+««+++ + + + + + +x « + + + « + + « + + « « + + + « «x+ + +xx« + «« + « + +« I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev -I- I (FT) -I- I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width -I- IDia. -FTIor -I- I.D.I -I- ZL IPrs /Pip -I L /Elem ICh Slope I -I- I -I- I I -I- -I- -I- -I- SF Avel HF ISE DpthlFroude -1- NINorm Dp I "N" I X -Fall) ZR IType Ch I I 921.690 412.790 I 1.228 I 414.018 I I 45.10 22.29 I I 7.72 421.74 .00 I 1.97 I 1.95 I 2.000 I I .000 .00 1 .0 -I- 12.100 -I- .0488 -I- -1- -I- -I- -I- -I- .0390 .47 -1- 1.23 -I- 3.85 -I- 1.15 -I- .009 -I- .00 .00 1- PIPE 933.790 I 413.380 I I 1.236 414.616 I I 45.10 22.12 I I 7.60 422.21 .00 I 1.97 I 1.94 I 2.000 I I .000 :00 I 1 .0 21.330 .0483 .0378 .81 1.24 3.81 1.15 .009 .00 .00 1- PIPE 955.120 I I 414.410 I 1.253 415.663 I I 45.10 21.77 I I 7.36 423.02 .00 I 1.97 I 1.93 I 2.000 I I .000 .00 I 1 .0 -I- JUNCT STR -I- .0482 -I- -I- -I- -I- -I- -I- .0409 4.01 -I- 1.25 -I- 3.71 -I- -I- .009 -I- .00 .00 I- PIPE 1053.200 I I 419.140 I 1.113 I 420.253 I 41.20 22.95 I I 8.18 428.43 .00 I 1.96 I 1.99 I 2.000 I I .000 .00 I 1 .0 -I- 7.781' -f- .0526 -I- -I- -I- -I- -I- -1- .0444 .35 -I- 1.11 -I- 4.25 -I- 1.06 -I- .009 -I- .00 .00 I- PIPE 1060.981 -I- I I 419.550 -I- I 1.116 I 420.666 I 41.20 22.84 I I 8.10 428.77 .00 I 1.96 I 1.99 I 2.000 I I .000 .00 I 1 .0 62.407 .0526 -I- -I- -I- -I- -I- -I- .0416 2.59 -I- 1.12 -I- 4.22 -I- 1.06 -I- .009 -I- .00 .00 1- PIPE 1123.388 I I 422.835 I 1.161 I 423.996 I 41.20 21.78 I I 7.37 431.36 .00 I 1.96 I 1.97 I 2.000 I I .000 .00 I 1 .0 -I- 39.177 -I- .0526 -1- -I- -I- -I- -I- -I- .0368 1.44 -I- 1.16 -I- 3.92 -I- 1.06 -I- .009 -I- .00 .00 1- PIPE 1162.566 I I 424.898 I 1.208 I 426.106 I 41.20 20.77 I I 6.70 432.80 .00 I 1.96 I 1.96 I 2.000 -I- I I .000 -I- .00 I 1 .0 -I- 27.824 -I- .0526 -I- -I- -I- -I- -I- -I- .0325 .91 -I- 1.21 -I- 3.63 -I- 1.06 .009 .00 .00 1- PIPE 1190.390 I I 426.363 I 1.257 I 427.620 I 41.20 19.80 I I 6:09 433.71 .00 I 1.96 I 1.93 I 2.000 I I .000 .00 I 1 .0 -I- 21.017 -I- .0526 -I- -I- -I- -I- -I- -I- .0288 .61 -I- 1.26 -I- 3.36 -I- 1.06 -I- .009 -I- .00 .00 1- PIPE 1211.407 I I 427.469 I 1.310 I 428.779 f 41.20 18.88 I I 5.53 434.31 .00 I 1.96 I 1.90 I 2.000 I I .000 .00 I 1 .0 16.510 .0526 .0256 .42 1.31 . 3.11 1:06 .009 .00 .00 PIPE NN (17 -- r FILE: PHASE4LINEOO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 5 -14 -2007 Time: 3:44:18 STORM DRAIN LINE "O" WATER SURFACE PRESSURE.GRADIENT TRACT NO:. 31681 =4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEOQl00.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip -1- L /Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X- Falll. -I ZR IType Ch 1227.917 I I 428.338 I 1.367 I 429.705 i 41.20 I 18.00 5.03 I 434.74 .00 I 1.96 I 1.86 I 2.000 I I .000 .00 I 1 .0 13.295 .0526 .0228 .30 1.37 2.86 1.06 .009 .00 .00 PIPE 1241.212 I I 429.038 I 1.428 I 430.466 I 41.20 I 17.16 4.57 I 435.04 .00 I 1.96 I 1.81 I 2.000 I 1 .000 .00 1 1 .0 -17 10.849 -1- .0526 -I- -I- -I- -I- -1- .0204 -1- .22 -1- 1443 -1- 2.62 -1- 1.06 -1- .009 -1- .00 .00 1- PIPE 1252.062 I I 429.609 1 1.494 I 431.103 ( 41.20 I 16.36 4.16 I 435.26 .00 I 1.96 I 1.74 I 2.000 I 1 .000 .00 I 1 .0 8.912 .0526 .0183 .16 1.49 2.40 1.06 .009 .00 .00 PIPE 1260.974 I I 430.079 I 1.566 -1- I 431.645 I 41.20 I 15.60 3.78 1 435.42 .00 I 1.96 1 1.65 I 2.000 I I .000 .00 I 1 .0 -I- 7.246 -I- .0526 -I- -I- -I- -I- .0165 -I- .12 -I- 1.57 -I- 2.17 -I- 1.06 -I- .009 -I- .00 .00 1- PIPE 1268.220 -I- 430.460 1.648 432.108 41.20 14.88 3.44 435.54 .00 1.96 1.52 2.000 .000 .00 1 .0 71.849 -I- .0171 -I- -I- -I- -I- -I- .0154 -I- 1.11 -I- 1.65 -I- 1.94 -I- 1.58 -I- .009 -1- .00 .00 1- PIPE 1340.068 -I- I I 431.685 I 1.695 -I- I 433.380 I 41.20 I 14.51 3.27 I 436.65 .00 i 1.96 I 1.44 I 2.000 I I .000 -I- .00 I 1 .0 75.097 -I- .0171 -I- -I- -1- -I- .0145 -I- 1.09 -I- 1.70 -I- 1.82 -I- 1.58 -I- .009 .00 .00 1- PIPE 1415.166 I I 432.966 I 1.800 I 434.766 I 41.20 I 13.83 2.97 I 437.74 .00 I 1.96 i 1.20 I 2.000 I I .000 .00 I 1 .0 -I- 38.334 -I- .0171 -I- -1- -I- -I- -I- .0141 -I- .54 -I- 1.80 -I- 1.55 -I- 1.58 -I- .009 -I- .00 .00 1- PIPE 1453.500 I I 433.620 I 1.957 i 435.577 I 41.20 I 13.18 2.70 I 438.28 .00 I 1.96 I .58 I 2.000 I I .000 .00 i 1 .0 JUNCT STR .0467 1.96 1.00 .013 .00 .00 I- PIPE 1456.500 I I 433.760 I .648 I 434.408 I 23.50 I 26.63 11.02 I 445.42 .00 ( 1.72 I 1.87 ( 2.000 t I .000 -I- .00 I 1 .0 -I- JUNCT STR -I- .0467 -I- -I- -1- -I- -I- -I- -I- .65 -I- 6.84 -I- -I- .013 .00 .00 I- PIPE r FILE: PHASE4LINEOO.WSW W S P G W- CIVILDESIGN Version 14.06 'PAGE 3 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 5 -14 -2007 Time:'3:44:18 STORM DRAIN LINE "O" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: P11ASE4LINE0Q100.OU'T I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /[Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem JCh Slope I I I ( SF Avel HF ISE Dpthl.Froude NlNorm Dp I "N" I X -Falll ZR IType Ch I I I I I I I I I I I I I 1456.500 433.760 5.519 439.279 23.50 4.89 .37 439.65 .00 1.28 .00 1.750 .000 .00 2 .0 87.000 .0431 .0026 .23 5.52 .00 .59 .009 .00 .00 PIPE 1543.500 437.510 1.999 439.509 23.50 4.89 .37 439.68 .00 1.28 .00 1.750 .000 .00 2 .0 -I- -1- -I- -I- -I- -I- -I- -I- -I- -i- -I- -I- -I- I- I K3 J q C]� HYDRAULIC CALCULATIONS (Overflow Swales Detail Septipm) n IBM TV U) to ¢ L ° zz HYDRAULIC CALCULATION OVERFLOW SWALE. @ LINE "H" BETWEEN LOTS 77 & 78 w' U 0 PE =437.5 I E, � P/L 78 15' DRAINAGE L= 15 Ft EASEMENT _Q= 23.8 cfs 10 5 � WEIR EQ . J e ©1® HP6.4 SECTION "I -1" NTS ' Q =CLW12 CZ- 3 Q � C� L- 2.7�Is 7� �■ HYDRAULIC CALCULATION OVERFLOW SWALE @ LINE "I" BETWEEN LOTS 64 65 P/L 65 64 15' DRAINAGE w EASEMENT 5.' 10 ' L= 15 Ft 1.1.9 c f s 20 PE =438.2 WEIR E©. O= CLH3/2 437.1 �'� C z HP )z G�. . hl= ,2 7� ;15 SECTION 112 -2" l N T S � l �� HYDRAULIC CALCULATION OVERFLOW SWALE @ LINE "K "' BETWEEN LOTS 23 24 P/L 24 23 15' DRAINAGE u EASEMENT A 0- 5' 10' k,4 10. L= 15 Ft o Q= 8.8 cfs - �{— PE =434.9 WEIR EQ. O =CLH 433.8 �. Z FL 3 .9z- SECTION "3 -3" N 33"1 TS '� - HYDRAULIC CALCULATION OVERFLOW SWALE @ LINE "L" BETWEEN LOTS 13 & 14 L P/L 14 13 .15' DRAINAGE w EASEMENT , 5' 10' .� w L= 15 Ft' t o 0=7.0 c f s X35 •� C � 7 2 PE =435.1 WEIR EQ.- it I` Q =CLH3 /2 434.FL GL J l SECTION "4 -4 _ NTS h � �• �� HYDRAULIC CALCULATION DVERFLOW.SWALE LINE F BETWEEN 'LOTS 107 & 108 P-% L w 10', DRAINAGE L= 35 Ft EASEMENT Q= 15.8 cfs w 25' S' 5' o WEIR.EO. D= CLH3 /2 P E= 4 37 0 VQR 2 D�, _ .� 2 P P. E = A.38:1 "1 1 436. 0. HP _ t�C GL GL , SECTION 7_7 , 3r/ Z NTS Q 3d . ,� VZ,/ 0 0 C1VzLCAOD/CIVILD8SIs0 Engineering �oftwaza, (o) 2-004 V.er, s ion OVERFLOW SWALE @ LINE "F" 'BETWEEN LOTS 11107" & 11108n VD DESERT DEVELOPMENT, CORAL MOUNTAIN., LA'QUImTA, CA FILE,: oeotiwa77'pot --------------------------------------- _ ------------ ^_-�---_-�__^-- ,Program License aerial Number 4,070 �--��---- - ------ ---- - - --- -~---_-- --- ------ --- -- --- ---__----------__-- --- - - ++� Irregular Channel, &ualysia opstreiam (headvwzrks,) Elevation ~^ l0o.. boo (Ft') � Downstream �outlet> Elevation 93':50O(Ft') Ruooff/rlo*/ D'iatauoe = IOU.DVU(Ft.) Maximum flow rate in channel ('a) I5''808(oFG) ------------ ------------------ -----�------------- ------ -_-_---�-�___~ Depth of�flow ~ 0'596(Ft.) average, velooity = 2.746(Ft/a) ' Total flow rate in 1/2 street = 15'o00(cFS) Irregular Channel Data --------------------------------------------------------------- Information entered' for aubc6aooel number I � Point number ,.0 coordinate '-Y' coordinate I 0.00 1'0o 2 30.00 0.00 3 35'0� .2... f0 ,Manniog'o 'N` friction factor 0.017 ------------------------------------------------------- l I5.80 0 (CFS) flow top, width ~ 1.9.13,014 (Ft.) ` ^ wetted perimeter 19'4,3�(Ft') velocity= 2!.746�(Ft,/o) area. 5.754<Gq.Ft) Froude number ~ 0'�886 ' Dpptz�am point. elevation = 100'ODQ(Ft') oow6stream-point elevation. 49.500(rt`) length, I00 8OO( � velocity 2'746 (Ft /sj `Tot��l irregular obapnmI flow = 15-880 «zral I rre.gular c1fadnel normal depth above� 'invert, elev. G,596 (Ft. • Average velocity of channel (s) _ _2:.746 ".:(Ft %s) ' Sub- Channel No. 1 Critical depth = 6.570(Ft.) ' Critical flow top -width = 18.467(Ft.) ' Critical flow velocity= .1. 600(F:tls.) C.r tital flow area :5.: 2b6 (S.q . Ft) ' ±++±++++++++++++±++++++±++±++ .+.++.... .. + + + + + + + + + + + + +. + + + + + + + + + + +. + ++ r• HYDRAULIC CALCULATION OVERFLOW SW.ALE @ 'LI'NE "G BETWEEN LOTS 95" & "96 (OPEN SPACE LOT "G") P/L P/L 95 96 . ±33.26.' L= ±33.26 Ft 0 =12.5 cfs 44' WEIR E0. O =CL1�2 P E _ 440 �. 4 MpX . P. E. = 443. 3 3: 1 3: 1 41 3 F L G�. 3 Z SECTION 116 -6" NTS - 2.7033 6 Q, r- 7' D � Ole, CIVILCADD /CIVILDESIGN. Engineering Software, (c) 2004 Version. ,7.0 ------------------------------------------------------------------- HYDRAULIC, CALCULATION OVERFLOW SWALE @ LINE. "G!' BETWEEN :LOTS 1195" & "96" (OPEN SPACE.. LOT ^'G"). TD DESERT DEVELOPMENT,• CORAL MOUNTAIN., 'LA.QUINTA, CA j----------- I FILE, - section66.out. ----------------- --------------------------------------- Program License Serial. Number 4070 ' * ** Irregular Channel Analysis * ** Upstream .(Yeadwbrks) Elevation— 100.000(Ft.) Downstream (outlet) Elevation = 99.500(Ft.) Runoff /Flow Distance = 100.000(,Ft.). Maximum flow. rate in channel(s) = 12.500 (-CFS) pepth .of' flow = 0: 908 (Ft..) Average: velocity' = 3...061 (Fit /s) Total flow rate in: 1/2 street = 12.500(CFS') * * * * * ** Irregular Channel Data -------------- -------------- ------------------- -------- ------------ Infoi- mation entered for subcharinel number 1 Point number 'X' coordinate-' 'Y' coordinate .. 1 0.00 2.10 2 1'1.82 0.00 3. 33.26 5.0.0 ' Manning's 'N' friction factor = 0.020 -_---'------------------------ ------ -- --------------------- :--------- , Sub - Channel flow = 12.500'(CFS) flow top'. width _ 9. 00'0 (Ft...) wetted perimeter = 9.1.84 (Ft.) ' velocity= 3:.06,1:(Ft /s), ' area '= 4.0.84(Sq.Ft) ' Froude number .= 0.801 Upstream ,point elevation = 100,000(Ft:) Downstream point elevation = 99.,500(:Ft,.) Flow_ :length. 1000.00 (Ft . ) Depth of flow = 0. 90.8'( Fvtgl; Average velocity = 3. 0`6;1 (St /•s)• Total irregular channel flow.= 12.5GO(CFS) • I'rregiular channel normal depth. above invert elev: = 0.908(F.t:) Average, velocity of chaouel(s[ ~~ �3'0'61(Ft/a) --�-~----�---�----__---_ -------- --------- ----__~---____-_---� sob-tbaooe1 ,No- 1 Czi�icalgsgtb ~ 0'8Z8(Ft') Critical flow top!widtb ~ 8-2l2 (Ft') Critical flow ve1ocity~ 3'676(��/s*) Critical �inwazaa 3'400(�g'Ft) ++++f++f++++++++ ++++++++++++++++++++++*+++++++++++++++++++++ ' 0 HYDRAULIC CALCULATION OVERFLOW SWALE La LIN.E, "M" BETWEEN LOTS 193 & "B" (COMFORT STATION) LOT " B (C.,Omfort Station) ±13.6' Tract No.' 31681-3 6.6' , ST I. MA L= ±13.6 Ft G= 26.,3 c f s P. E. = 431,3 L 29-.10 4 WEIR EQ,. FL 5/2 Q=.CLH SECTION 5:_5 3 Z NTS 2.7� 0, 1Z1, 7�Z -11Z 1/ Z� • LJ CI•VILCAQD/CIVILDE'SIGN Eng.ineerin.' Software, (c) 2'004 Version 9 0 Hydraulic Calculation Overflow 'Swale Line I'M" Between Lotb "1'93" and IIBII (Comfort Station) TD DESERT. I DEVELOPM . ENT,. CORAL ORAL MOUNTAIN, LAQUINTA CA FILE:,SECTION55.OUT --------------- — -------------- ----------- 1— -------------------- Program License - Serial Number 4070 Irregular Channel Analysis,*-** Upstream. (headworks') Elevation 100.000(Ft.) po,wnstrearii (outlet) Elevation 99.500(Ft.) Runoff. /Flow QisV4nce, 000 (Ft, maximuin flow rate in Channels) 2 6. 300, (.0 FS) --------------------- ------------------ ------------- Depth of flow = 1.443(Ft,) Average velocity = 4i.088(Ft/s) Total flow rate in 1/2: street -.26.3-00(CFS) Irregular Channel Data -------------- -------- -------------- - ------------ ------- Information entered for subchannel inumbier.1 Point number 'X coordinate 'Y' coordinate 1 0.00 2.20 2 6.60 0.00 3, 13..6 0 2.20 Manning"s IN' frict.ion factor 0.021,0 ---------------- ------ ------------------------------------ .Sub:-Channel flow = 26.300(QF5)1 I flow top width = 8-919(Ft.) I wetted perimeter = 9-17 4; (• Ft, I velocity= 4. 0 8. 8 (Ft/ s) I ar.ea 6. 4 14 (Sq. Ft) I Froude number 0.848 UpstreaTif point :elevation =. loo.000 (Ft . Uownstream point elevation = 9,9.1500 (.,Ft Flow 'length, -100 ' . OGO Ft. Depth of flow 1.4-3 Ft.' AV7erage velocity = 45.088(Ft/s%) Total irregular channel flow =- 26. 30*0,(GFS): Irregular channel normal depth above invert elev., = 1.443,(F -t- Average velocity of ch;anne'l (s) = 4,..U-8.(Ft/s) ---------- I -------------- ---------------- -------------- Sub - .Channel. NO. 1 Grit -cal depth = 1. 3 5 2. (Ft. dth� 8. 35 8 (Ft Critical flow top -wi drif-i-cal- flow velocity= 4.-.:658 (Ft/s-) Critical flow area = 5'.646�(Sq.Tt) . . . . . . . . . +++++++++4 . . ... . . . . . 4 . . . . . . . 4 . . . . . . . . . . . . ... . . . . . ... . . .+ ++++++ • • r CITY TABLES A CORPORRO;1 CML ENGINEERING:SURVNP1 d:PIANNRdGARCHRECTURE 109 East 3rd Stmel iet (909) 884 -8217 San Bemardrro, CA 92410 Far, (009) 869 -0153 .- 3: 9 4% i R/W R/W SEVILLE. SEGURA, MAD:IS.ON TUNNEL ROADWAY NTS TI =5.5 ; 3" A.C. / i" C.A.B. R- VALUE= 0 MAX MIN. • ati • AL, 14' V-UUTTER F/L w 214 ---LEVEL P.E. 2% LINE D/W SLOPE VARIES .16 10% MAX. -.41 3 4% MIN. I • R/W 2-8' 14' EASEMWT" V-UUTTER F/L w z LEVEL 0, LINE 24 uj LANDSCAP 2%- -.16 41 SEVILLE. NTS TI=5.5 ; 3" A C I 7" C.A.B. R-VALUE= �O R/W R/W 0' P.U.& D.. 26' 0' P.U..& D 13' I 13' V-GUTTER F/L F/L - P.E. w CD -.22 LEVEL w E � 0' 1 LEVEL LE 22 2% w Z LANDSC PING -. - - P SLOE 3: 1 MAX VARIES 4% MIN. X% M N . - . 14 3 3 -.14 -.39 JA�EN -.39 NTS TI =5.5 3°° A. C. 7 °° C. A'. B. R- VALUE= 0 u 3: 1 MAX 4% MIN. a `'Q) R/W R/W • SLOPE 2 __14 VARIES 3 10% MAX. -.39 4% MIN. BAZA ENTRANCE AND EXIT, JAEN (END) SEGURA TURNAROUND NTS TI =5.5 3" A.C. � 7" C.A.B. R- VALUE= 0 SLOPE VARIES 90% MAX. 4% MIN. Uncic.r SEGURA NORTHWEST AND NORTHEAST, BAZA NTS TI =5.5 ; 3" A.C. 7" C.A.B. R— VALUE- �O C R/W _�o• P.u.& F/L 11,V —bu I i tH z J u P. E.. SLOPE VARIES —.40 10% MAX. 4% MIN. D —.65 R/W R/W 12' 28' B' 14' 14' GOLF CART w PATH J PEOWALKWAR AY J LEVEL 2% ~ 0.11' LINE ~ 2% --2% MADISON TUNNEL ROADWAY. 21 STA. 9 +26.'07'T0 10 +76.86 NTS TI =5.5 ; 3" A.C. 7" C.A.B. R- VALUE= 0 t f�7 Q 1 � R/W 36' R/W 18' 18' — F/L ci F/L w — P.E. z W 32 LEVEL LINE 2� i 0' 2� LEVEL `32 ui cJi LINE �_— P.E. w -- D6W S PE SLOPE .. VARIES MAX. —.24 —.24 VARIES 1VA MAX. 4% 49b MIN. — 49 3 3 —.49 4% MIN. BAZA; SEGURA DOUBLE LUAU .'ROAD NTS TI-5.5 ; 3° A.C. / 7' C.A.B. R- VALUE 30 f�7 Q 1 � • D/W - SLOPE VARIES 10% MAX. 4% MIN. PTIrol \ R/W R/W U 26 ' 0 U. & 13' 13' w Z F/L w - J LEVEL z +•26' 2% 2% -.22 w , LANDSC PING 1 0 f.. .. 4% MIN. 3 -. 14 39 SEVILLE TURNAROUND #1, #2, #3 NTS TI =5.5 ; 3" A.C. � 7" C.A.S. R— VALUE 0 Pkwy Slope = .02 Cross Slope = .02 Half Street Width = 38 Half R/W Width = 50 Gutter Width = 2 Curb Hike = .16 Curb Batter = .17 Curb Depth = .67 N (Road) = .015 N (Parkway) = .01 Slope of Curb HT. of Crown Face = .253731 above Gutter F.L = .8766 Slope of Gutter = .08 ,&, :�O Pkway // 4 Road Flooding Depth Area Flooding (one side) Q /S * *.5 .1 .6.37687E -01 1.27537 0 ` .824807 .11 .771601E -01 1.40291 0 1.06349 .12 .918269E -01 1.53045 0 1.34123 .13 .107769 1.65799 0 1.66036 .14 .124987 1.78552 0 2.02315 .15 .143479 1.91306 0 2.43181 .16 .163248 2.0406 0 2.8885 .17 .186166 2.54313 0 3.12347 .18 .21411 3.04567 0 3.51094 .19 .24708 3.54821 0 4.03779 .2 .28.5075 4.05075 0 4.70207 .21 .328095 4.55328 0 5.507 .22 .37614 5.05582 0 6.45839 .23 .429211 5.558.36 0 7.56342 .24 .487307 6.0609 0 8.82995 .25 .550429 6.56343 0 10.2662 .26 .618576 7.06597 0 11.8805 .27 .691749 7.56851 0 13.6814 .28 .769946 8.07104 0 15.6771 .29 .8"53169 8.57358 0 17.8761 .3 .941418 9.07612. 0 20.2864 .31 1.03469 9.57866 0 22.9163 .32 1.13299 10.0812 0 25.e7738 .33 1.23632 10.5837 0 28.8666 .34 1.34467 11.0863 0 32.2028 n' .35 1.45804 11.5888 0 35.7898 .36 1.57644 12.0913 0 39.6353 .37 1.69987 12.5939 0 43.7469 .38 1.82832 13.0964 0 48.1317 I� .39 1.9618 13.599 0 52.7973 }� .4 2.1003 14.1015 0 57.7.507 .41 2.2.4383 14.604 0 62.999 <% .42 2.39238 15.1066 0 68.5494 .43 2.54596 15.6091 0 74.4087 .44 2.70456 16.1116 0 80.5839 .45 2.86819 16.6142 0 87.0816 .46 3.03684 17.1167 0 93.9087 .47 3.21052 17.6193 0 .101.072 .48 3.38923 18.1218 0 108.578 .49 3.57296 18.6243 0 116.433 .5 "3:76172 19.1269 0 124.643 .51 3.9555 19.6294 0 133.216 .52 4.1543 20.1319 0 142.157 .53 4.35814 20.6345 0 151.472 .54 4.56699 21.137 0 161.169 155 4.78088 21.6396 0 171.253 .56 4.99979 22.1421 0 181.73 .57 5.22372 22.6446 0 192.607 .58 5.45268 23.1472 0 203.889 .59 5.68666 23.6497 0 215.582 • .6 .61 .62 _ .63 .64 .65 .66 .67 F L O,W .68 .69 .7 .71 .72 .73 .74 .75 .76 .77 .78 .79 .8 .81 .82 .83 .84 85 .86 .87 5.92567 6.16971 6.41877 6.67285 6.93196 7.1961 7.46526 7.73945 E X C E E D S 8.01695 8.29945 8.58695 8.87945 9.17695 9.47945 9.78695 10.0995 10.417 10.7395 11.067 11.3995 11.737 12.0795 12.427 12.7795 13.137 13.4995 13.867 14.2395 T O P O F C R O W N .88 29.2333 .89 29.9499 .9 30.6665 .91 31.3831 24.1522 0 24.6548 0 25.1573 0 25.6599 0 26.1624 0 26.6649 0 27.1675 0 27.67 0 T O P O F C U R B 28.17 .5 28.67 1 29.17 1.5 29.67 2 3.0.17 2.5 30.67 3 31.17 3.5 31.67 4 32.17 4.5 32.67 5 33.17 5.5 33.67 6 34.17 6.5 34.67 7 35.17 7.5 35.67 8 36..17 8.5 36.67 9 37.17 9.5 37.67 10 E X C E E 'D E D 76 10.5 76 11 76 11.5 76 12 227.693 240.228 253.191 266.59 280.43 294.716 309.455 324.652 340.279 356.404 373.049 390.234 407.976 426.294 445.203 464.72 484.858 505.633 527.059 549.151 571.922 595.385 619.553 644.441 670.06 696.424 723.544 751.433 1564.62 1632.97 1702.78 1774.05 NORTH C/L. SOUTH 100' 12' 38' 38' 12' 32' 12 32'. 8 12' 12' 10' 12 14 6 BIK LANEBIKE LANE �B I I 141 TYPICAL SECTION N.T.S. - AVENUE 60 Pkwy Slope = .02 Cross Slope Half R/W Width = 55 Gutter Width = 2 Curb Batter = .17 Curb Depth = .67 �e of Curb Face = .253731 of Crown above Gutter F.L = .9766 Depth Area .1 .637687E -01 .11 .771601E -01 .12 .918269E -01 .13 .10776:9 .14 .124987 .15 .143479 .16 .163248 .17 .186166 .18 .21411 .19 .24708 .2 .28.5075 .21 .32809.5 .22 .37614 .23 .429211 .24 .487307 .25 .55042.9 .26 .618576 .27 .691749 .28 .769946 9 .853169 401 .941418 .57 1.03469 .32 1.13299 .33 1.23632 :34 1.34467 .35 1.45804 .36 1.57644 .37 1.69987 .38 1.828.32 .39 1.9618 .4 2.1003 .41 2.24383 .42 2.39238 .43 2.54596 .44 2.70456 .45 2.86819 .46 3.03684 .47 3.21052 .4.8 3.38923 .49 3.57296 .5 3.76172 .51 3.9555 ..52 4.1543 .53 4.35814 .54 4.56699 5 4.78088 8 6 4.99979 .57 5.22372 .58 5.45268 .59 5.68666 Road Flooding 1.27537 1.40291 1-.-53045 1.65799 1.78552 1.91306 2.0406 2.54313 3.04567 3.54821 4.0.50.75 4.55328 5.05582 5.55836 6.0609 6.56343 7.06597 7.56851 8.07104 8.57358 9.07612 9.57866 10.0812 10.5837 11.0863 11.588.8 12.0913 12.5939 13.09.64 13..599 14.1015 14.604 15.1066 15.6091 16.1116 16.6142 17.1167 17.6193 18.1218 18.6243 19. 1269 19.6294 20.1319 20.6345 21.137 21.6396 22.1421 22.6446 23.1472 23.6497 .02 Half Street Width = Curb Hike = .16 N (Road) = .015 N (Parkway) Slope of Gutter = .08 lohw/ .5O41) Pkway Flooding (one side) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 = .017 Q /S * *.5 .824807 1.06349 1.34123 1.66036 2.02.315 2.43181 2.8885 3.12347 3.51094 4.03779 4.70207 5.507 6.45839 7.56342 8.82995 10..2662 11.8805 13.6814 15.6771 17.8761 20.2864 22.9163 25.7738 28.8666 32.2028 35.7898 39.6353 43.7469 48.1317 52.797.3 57.7507 62.999 68.5494 74.4087 80.5839 87.0816 93.9087 101.072 108.578 116.433 12.4.643 133.216 142.157 151.472 161.169 171.253 181.73 192.607 203.889 215.582 .6 5.92567 24.1522 0 227.693 .61 6.16971 24.6548 0 240.228 .62 6.41877 25.1573 0 253.191 .63 6.67285 25.6599 0 266.59 6.93196 26.1624 0 280.43 7.1961 2.6.6649 0' 294.716 .66 7.46526 27.1675 0 309.455 .67 7.73945 27.67 0 324.652 F L O W E X C E E D S T O P O F C U R B .68 8.01695 28.17 .5 340.279 .69 8.29945 28.67 1 356.404 .7 8.58695 29.17 1.5 373.049 .71 8.87945 29.67 2 390.234 .72 9.17695 30.17 2.5 407.976 .73 9.47945 30.67 3 426.294 .74 9.78695 31.17 3.5 445.203 .75 10.0995 31.67 4 464.72 .76 10.417 32.17 4.5 484.8.58 .77 10.7395 32.67 5 505.633 .78 11.067 33.17 5.5 527.059 .79 11.3995 33.67 6 549.151 .8 11.737 34.17 6.5 571.922 .81 12.0795 34.67 7 595.385 .82 12.427 35.17 7.5 619.553 .83 12.7795 35.67 8 644.441 .84 13.13.7 36.17 8.5 670.06 .85 13.4995 36.67 9 696.424 6 13.867 37.17 9.5 72.3.544 7 40 14.2395 37.67 10 751.433 .88 14.617 38.17 10.5 780.104 .89 14.9995 38.67 11 809.568 .9 15.387 39.17 11.5 839.837 .91 15.7795 39.67 12 870.923 • WEST R 1101 -122' 55• 55 -67' 12• 43' ..43' -51• 18• 34' MEDIAN N :. 9` g' m TYPICAL SECTION - N :: -T. S. MADISON STREET A�_ PERIMETER EAST WALL R/W ---- VARIES LANDSCAPE 12 LOT s 4�12� % 2� - MEANDERING SIDEWALK • • CIVILCADD /CIVILDESIGN Engineering Software, (c) 2004 Version 7.0 -------------------------------------------------------------------- BAZA AND SEGURA STREET CAPACITY GUTTER IN BOTH SIDES 36 FEET R/W WITH 10 FEET P.U. & D. EASEMENT CAPACITY @ 0.60% MINIMUM FILE: GUTT36GUTT 4.OUT -------------------------------------------------------------- - - - - -- Program License Serial Number 4070 -------------------------------------------------------------------- * ** Irregular Channel Analysis * ** Upstream (headworks) Elevation = 100.000(Ft.) Downstream (outlet) Elevation = 99.400(Ft.) Runoff /Flow Distance = 100.0.00(Ft.) Maximum depth(HGL) of flow at headworks = 0.650(Ft.). ------------------------------------------------------------ - - - - -- Depth of flow = 0.650(Ft.) Average velocity = 3.382(Ft/s) Total flow rate in 1/2 street = 55.537(CFS) * * * * * ** Irregular Channel Data * * * * * * * * * ** ----------------------------------------------------------------- • Information entered for subchannel number 1 : Point number 'X' coordinate 'Y' coordinate 1 0.00 0.65 2 10.00 0.25 3 11.00 0.00 4 12.00 0.17 5 28.00 0.49 Manning's 'N' friction factor = 0.015 ----------------------------------------------------------------- Sub- Channel flow = 27.769(CFS) ' flow top width = 28.000(Ft.) ' wetted perimeter = 28.056(Ft.) ' ' velocity= 3.382(Ft/s) ' I area = 8.210(Sq.Ft) ' V Froude number = 1.101 Information entered for subchannel number 2 Point number 'X' coordinate 'Y' coordinate 1 28.00 0.49 2 44.00 0.17 3 45.00 0.00 4 46.00 0.25 5 56.00 0.65 Manning's 'N' friction factor = 0.015 ----------------------------------------------------------------- Sub- Channel flow = 27.769(CFS) flow top width = 28.000(Ft.) ' wetted perimeter = 28.056(Ft.) ' velocity= 3.382(Ft/s) 9� area = 8.210(Sq.Ft) ' Froude number = 1.101 Upstream point elevation = 100.000(Ft.) Downstream point elevation = 99.400(Ft.) Flow length = 100.0.00(Ft.) Depth of flow =. 0.650(Ft.) Average velocity = 3.382(Ft/s) Total irregular channel flow = 55.537(CFS) Irregular channel normal depth above invert elev. = 0.650(Ft.) Average velocity of channel(s) = 3.382(Ft/s) ----------------------------------------------------------- - - - - -- Sub - Channel No. 1 Critical depth = 0..668(Ft.) ' Critical flow top width = 28.000(Ft.) ' Critical flow velocity= 3.187(Ft /s) Critical flow area = 8..713(Sq.Ft) Sub - Channel No. 2 Critical depth = 0.668(Ft.) ' Critical flow top width = 28.000(Ft.) ' Critical flow velocity= 3.187(Ft /s) Critical flow area = 8.713(Sq.Ft) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ • r R/W 36' y19' �- 48 n' P. E. 2% 2% SLOPE �� y VARIES 10% MAX. 4% MIN. BAZA..SEGURA DOUBLE LOAD ;ROAD NTS / ; TI =5.5 ; R3VAA A.C. C 3 1 ° C.A.B. -_v R/W n a B�7 4 P.E. / -- - - - - -_ -- SD /W VARIES 0 10% MAX. 4% MIN. CIVILCADD /CIVILDESIGN Engineering Software, (c) 2004 Version 7.0 -------------------------------------------------------------------- SEVILLE, SEGURA AND MADISON TUNNEL ROADWAY STREET CAPACITY GUTTER IN BOTH SIDES 28 FEET R/W WITH 10 FEET P.U. & D. EASEMENT CAPACITY @ 0.60% MINIMUM FILE: GUTT28GUTT.OUT -------------------------------------------------------------- - - - - -- Program License Serial Number 4070 ----------------------------------------------------------------- *** Irregular Channel Analysis * ** Upstream (headworks) Elevation = 100.000(Ft.) Downstream (outlet) Elevation = 99.400(Ft.) Runoff /Flow Distance = 100.000(Ft.) Maximum depth(HGL) of flow at headworks = 0.650(Ft.) -------------------------------------------------------------- - - - - -- Depth of flow = 0.650(Ft.) Average velocity = 3.275(Ft/s) Total flow rate in 1/2 street = 48.534.(CFS) * * * * * ** Irregular Channel Data * * * * * * * * * ** ----------------------------------------------------------------- Information entered for subchannel number 1 : Point number 'X' coordinate, 'Y' coordinate 1 0.00 0.65 2 10.00 0.25 3 11.00 0.00 4 12.00 0.17 5 24.00 0.41 Manning's 'N' friction factor = 0.015 ----------------------------------------------------------------- Sub- Channel flow = 25.784(CFS) ' flow top width = 24.000(Ft.) ' wetted perimeter = 24.056(Ft.) ' I velocity= 3.480(Ft /s) area = 7.410(Sq.Ft) ' Froude number = 1.104 Information entered for subchannel number 2 : Point number 'X' coordinate 'Y' coordinate 1 24.00 0.41 2 36.00 0.17 3 37.00 0.00 r 4 38.00 0.25 5 48.00 0.65 Manning's 'N' friction factor = 0.017 ----------------------------------------------------------------- Sub- Channel flow = 22.750(CFS) ' flow top width = 24.000(Ft.) ' wetted perimeter 24.056(Ft.) ' velocity= 3.070(Ft /s) � 0 • area = 7.410(Sq.Ft) Froude number = 0.974 Upstream point elevation = 100.000(Ft.) Downstream point elevation = 99.400(Ft.) Flow length = 100.000(Ft.) Depth of flow = 0.650(Ft.) Average velocity = 3.275(Ft/s) Total irregular channel flow = 48.534(CFS) Irregular channel normal depth above invert elev. = 0.650(Ft.) Average velocity of channel(s) = 3.275(Ft/s) ----------------------------------------------------------------- Sub- Channel No. 1 Critical depth = 0.672(Ft.) Critical flow top width = 24.000(Ft.) ' Critical flow velocity= 3.249(Ft/s) ' Critical flow area = 7.935(Sq.Ft). Sub - Channel No. 2 Critical depth = 0.645(Ft.) ' Critical flow top width = 23.863(Ft.) ' Critical flow velocity= 3.125(Ft /s) ' Critical flow area = 7.279(Sq.Ft) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ -------------------------------------------------------------- - - - - -- r • �C o,/ ,U-4 R/W R/W 28' - EASEMENT 14' � 14' Ir�� /49)L . P . E . > 2X � � NDSCAI D W --% 2% —�- -------- — —. SLOPE VARIES 10% MAX.* 4% MIN. o• o o• SEVILLE NTS _ Of Uy off" 3: 1 MA) 4% MIN. R/W 4' R/W 28' I4n� 14' 0 &/, 3: 1 MAX 4% MIN. CIVILCADD /CIVILDESIGN Engineering Software, (c) 2004 Version 7.0 • ----- - - - - -- -=-------------------------------------------- 26 FEET TILT SECTION CAPACITY CERO CURB AT UPPER SIDE AND GUTTER AT THE LOWER SIDE CAPACITY @ 0.60% MINIMUM FILE: 26TILT.OUT -------------------------------------------------------------------- Program License Serial Number 4070 -------------------------------------------------------------------- * ** Irregular Channel Analysis * ** Upstream (headworks) Elevation = 100.000(Ft.) Downstream .(outlet) Elevation = 99.400(Ft.) Runoff /Flow Distance = 100.000(Ft.) Maximum depth(HGL) of flow at headworks = 0.650(Ft.) ----------------------------------------------------------- - - - - -- Depth of flow = 0.650(Ft.) Average velocity = 2.654(Ft/s) Total flow rate-in 1/2 street = 23.490(CFS) * * * * * ** Irregular Channel Data * * * * * * * * * ** ----------------------------------------------------------------- Information entered for subchannel number 1 : Point number 'X' coordinate 'Y' coordinate 1 0.00 0.65 2 13.00 0.39 3 24.00 0.17 4 25.00 0.00 • 5 26.00 0.2.5 6 36.00 0.65 Manning's 'N' friction factor = 0.017 ----------------------------------------------------------------- Sub- Channel flow = 23.490(CFS) ' flow top width = 36.000(Ft.) wetted perimeter = 36.058(Ft.) velocity= 2.654(Ft/s) ' area = 8.850(Sq.Ft) Froude number = 0.943 Upstream point elevation = 100.000(Ft.) Downstream point elevation = 99.400(Ft.) Flow length = 100.000(Ft.) Depth of flow = 0.650(Ft.) Average velocity = 2.654(Ft/s) Total irregular channel flow = 23.490(CFS) Irregular channel normal depth above invert elev. = 0.650(Ft.) Average velocity of channel(s) = 2.654(Ft/s) ----------------------------------------------------------- - - - - -- Sub - Channel No. 1 Critical depth = I 0.637(Ft.) ' Critical flow top width = 35.004(Ft.) Critical flow velocity= 2.804(Ft /s) Critical flow area = 8.378(Sq.Ft) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ • ----------------------------------------------------------- - - - - -- )(/ 4 � &0,6al-xlArev�, R/W R/W 0 ' U . KCIO 13' 13' t. a Ir P. E I 2% _ 2% LANDSCAPING SLOPE VARIES - _ - -- _- - 3:1 MAX 10% MAX. 4% MIN. 4% MIN. i� SEVILLE TURNAROUND-#I, #2, #3 NTS SLOPE -� VARIES 10% MAX. 4% MIN. R/W R/W 26' I t -- EASEMENT- 13' 1 13' I- "J to ti� PAO- �� 0 2X 2% 1 P! P. E. -- may- - -- - - -� -- = -- -- SLLOPE VARIES 4% MI AN. SEGURA NORTHWEST AND NORTHEAST. BAZA END NTS R/W R/W 26' Ko. � 13' 13' / LANDS APING 10 D �� 2% •/ P.E. 2- % 3:1 MAX � =• - - - - oW 4%-MIN. SLOPE 10XRIMAX . 4% MIN. BAZA ENTRANCE AND-EXIT. JAEN (END) SEGURA TURNAROUND cam` NTS . CIVILCADD /CIVILDESIGN Engineering Software, (c) 2004 Version 7.0 -------------------------------------------------------------------- MADISON TUNNEL ROADWAY STREET CAPACITY STD C & G IN BOTH SIDES 28 FEET R/W WITH PEDESTRIAN /GOLF CART PATH CAPACITY @ 0.60 % MINIMUM FILE: 28TUNNEL..OUT -------------------------------------------------------------- - - - - -- Program License Serial Number 4070 -------------------------------------------------------------------- * ** Irregular Channel Analysis * ** Upstream (headworks) Elevation = 100.000(Ft.) Downstream (outlet) Elevation = 99.400(Ft.) Runoff /Flow Distance = 100.000(Ft.) Maximum depth(HGL) of flow at headworks = 0.660(Ft.) -------------------------------------------------------------- - - - - -- Depth of flow = 0.660(Ft.) Average velocity = 3.337(Ft/s) Total flow rate in 1/2 street = 42.865(CFS) * * * * * ** Irregular Channel Data * * * * * * * * * ** ----------------------------------------------------------------- Information entered for subchannel number 1 : Point number 'X' coordinate 'Y' coordinate 1 0.00 0.74 2 12.00 0.50 3 12..13 0.00 4 14.13 0.16 5 26.00 0.39 Manning's 'N' friction factor = 0.015 ------------------------------------------------------------------ Sub- Channel flow = 21.433(CFS) ' flow top width = 22.000(Ft.) ' wetted perimeter = 22.401(Ft.) velocity= 3.337(Ft/s) ' ' area = 6.423(Sq.Ft) Froude number = 1.088 Information entered for subchannel number 2 : Point number 'X' coordinate 'Y' coordinate 1 26.00 0.39 2 37.88 0.16 3 39.88 0.00 4 40.00 0.50 5 48.00 0.66 Manning's 'N' friction factor = 0.015 ----------------------------------------------------------------- Sub- Channel flow = 21.433(CFS) flow top width = 22.000(Ft.) • wetted perimeter= 22.401(Ft.) ' velocity= 3.337(Ft/s) ' area = 6.423(Sq.Ft) • Froude number = 1.088 Upstream point elevation = 100.000(Ft.) Downstream point elevation = 99.400(Ft.) Flow length = 100.000(Ft.) Depth of flow = 0.660(Ft.) Average velocity = 3.337(Ft/s) Total irregular channel flow = 42.865(CFS) Irregular channel normal depth above invert elev. = 0.660(Ft.) Average velocity of channel(s) = 3.337(Ft/s) ----------------------------------------------------------- - - - - -- CJ • Sub- Channel No. 1 Critical depth = 0.680(Ft.) Critical flow top width = 22.984(Ft.) ' Critical flow velocity= 3.122(Ft /s) ' Critical flow area = 6.866(Sq.Ft) Sub - Channel No. 2 Critical depth = 0.676(Ft.) Critical flow top width = 22.000(Ft.) ' Critical flow velocity= 3.166(Ft /s) Critical flow area = 6.770(Sq.Ft) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ c • R/W 12' R/W 14 14' GOLF CART b' PATH 2% -- 2%- - - - - -- ----- - -2X —' — MADISON. TUNNEL 'ROADWAY �qS STA. 9 +26.07.TO 10 +76.86 NIS NI_0; • r CIVILCADD /CIVILDESIGN Engineering Software, (c) 2004 Version 7.0 --------=----------------------------------------------------- - - - - -- JAEN STREET CAPACITY GUTTER IN BOTH SIDES 26 FEET R/W WITH 10 FEET P.U. & D EASEMENT CAPACITY @ 0.60 % MINIMUM FILE:GUTT26GUTT.OUT --------------------------------------------------------------- - - - - -- Program License Serial Number 4070 -------------------------------------------------------------------- *** Irregular Channel Analysis * ** Upstream (headworks) Elevation = 100.000(Ft.) Downstream (outlet) Elevation = 99.400(Ft.) Runoff /Flow Distance = 100.000(Ft.) Maximum depth(HGL) of flow at headworks 0.650(Ft.) -------------------------------------------------------------- - - - - -- Depth of flow = 0.650(Ft.) Average velocity = 3.519(Ft /s) Total flow rate in 1/2 street = 50.393(CFS). * * * * * ** Irregular Channel Data * * * * * * * * * ** ----------------------------------------------------------------- Information entered for subchannel number 1 : Point number 'X' coordinate 'Y' coordinate 1 0.00 0.65 2 10.00 0.25 3 11.00 0.00 4 12.00 0.17 5 23.00 0.39 Manning's 'N' friction factor = 0.015 ----------------------------------------------------------------- Sub - Channel flow = 25.197(CFS) flow top width = 23.000(Ft.) ' I wetted perimeter = 23.055(Ft.) velocity= 3.519(Ft /s) ' area = 7.160(Sq.Ft) ' Froude number = 1.112 Information entered for subchannel number 2 : Point number 'X' coordinate 'Y' coordinate 1 23.00 0.39 2 34.00 0.17 3 35.00 0.00 4 36.00 0.25 5 46.00 0.65 Manning's 'N' friction factor = 0.015 ----------------------------------------------------------------- Sub- Channel flow = 25.197(CFS) ' I flow top width = 23.000(Ft.) • wetted perimeter = 23.055(Ft.) velocity= 3.519(Ft /s) ��' ' area = 7.160(Sq.Ft) • Froude number = 1.112 Upstream point elevation = 100.000(Ft.) Downstream point elevation = 99.400(Ft.) Flow length = 100.000(Ft.) Depth of flow = 0.650(Ft.) Average velocity = 3.519(Ft /s) Total irregular channel flow = 50.393(CFS) Irregular channel normal depth above invert elev. = 0.650(Ft.) Average velocity of channel(s) = 3.519(Ft /s) --------------------------------------=-------------------- - - - - -- Sub - Channel No. 1 Critical depth = 0.672(Ft.) ' Critical flow top width = 23.000(Ft.) Critical flow velocity= 3.288(Ft/s) Critical flow area = 7.663(Sq.Ft) Sub - Channel No. 2 Critical depth = 0.672(Ft.) ' Critical flow top width = 23.000(Ft.) ' Critical flow velocity= 3.288(Ft/s) Critical flow area = 7.663(Sq.Ft) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ • • � (�1 �i �i SLOPE VARIES 10% MAX. 4% MIN. t IN .- ` X" � ��eeww*�5 R%W R/W 0' P.U.& D. 0' P.U..& D. 13' I 13' l ti� o a o � 0 1l D 3¢ �� 2x ®/� LANOSC P NG ? - :�;.;; 3: 1 MAX . 4% MIN. 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