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31681 (6)( ) (�L. A CORPORATION • CIVIL ENGINEERING: SURVEYING 109 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92410 TELEPHONE 909 - 884 -8217 FAX 909 - 889 -0153 i i i RETENTION BASINS CALaCULATIONS ®r Mass Gradin OVISED1 CORAL MO NTAINg TD DESERT CI'T'Y OF LA QUIN'TA February 15, 2006 A CORPORATION CIVIL ENGINEERING: SURVEYING:PLANNING:ARCHITECTURE 109 East 3rd Street Tel: (909) 884 -8217 San Bernardino, CA 92410 Fax: (909) 889 -0153 ' SUBJECT: hydrology Report for Mass Grading ' PROJECT: Coral Mountain, TD Desert DATE: February 15, 2006 ' GENERAL NOTES AND CRITERIA The project is located beyond the area charted in the Riverside County Flood Control and Soil Conservation District Hydrology Manual. But based on the approximate extensions of the Isohyetals we conclude that for the 100 year, 24 hour rainfall is 4.0 inches. ' The soil name for the majority of the site is Indio and Gilman which falls under the Hydrologic soil group B. Permeability of the soil was not taken into consideration for this study, therefore yielding water surface figures from the calculations that are conservative. For runoff coefficient C, RCFC and WCD Plate D -5.2 was used. For future residential areas, the curve for single family 'Aacre lots was used. For the golf course areas, the'curve for undeveloped was used. For commercial areas, the curve for commercial was used. For las Casitas area, the ' curve for mobile home park was used. For the perimeter street areas, a C value of 0.825 was used. ' All areas have been giving a drainage area designation number for identification purposes., The drainage areas with an R are residential and G is for golf. ' STORMWATER STORAGE The purpose of this study is to insure that the golf course provides adequate storm water storage for the development of the site. This phase of construction is to mass grade the site and allow for ' the construction of the golf course. Any residential development will require rough and precise grading plans and hydrology studies for each Tract. Catch basins and storm drains will be sized and located based upon the configuration of the proposed Tentative Tract Map and final site plan. The issue at this stage of the development of the property is to insure that the golf course will ' provide for the 100% retention of the 24 hour, 100 -year storm event. Tabulated hydrographs have been computed for the purpose of establishing a constant ' relationship between tributary acreage and required storage. We have generated for residential, commercial, golf and one for mobile home park yielding a required storage of 7,817 cubic feet per acre (residential), 11,824 cubic feet per acre (commercial), 2,646 cubic feet per acre (golf), ' and 10,243 cubic feet per acre (casitas). Rainfall intensity and C values are common for these groups of drainage areas therefore only the tributary acreage varies. STORMWATER STORAGE Tabulated hydrographs have been used to determine storage volumes. Again, percolation has not ' been calculated and therefore the volumes and associated water surface elevations are very conservative. It is anticipated that within the soil Group B, the percolation will be in excess of 2 inches per hour. tic Ic �.r••. � T ; ! i f ' J I I i i _'; :'' i i i• �+ 1 i 0 331 We ROT JSUTA IS Ic , { _ 1- N185 D11CLS&r1S l71Y1S10.3i • • - t a!' v, �', ='�' b _.. r- ' f17111•JIlGJf MCidII ' '^ v� • '' ^ ' :�1 \ \1 r 1 N ' 3."�111CiDl '?�' � -• IAIh�ll aL.: b tLi a 9pYd :3f11 ------- _1 f _I71 VGWD,. i '�y, lt' - �� S �.L'�7 � ''"..• Li{,r }c J•. rWc 4 5,"�.tpia°.i+ i :37N7lA ail -Li1 jb1A -Ei J'b •d!..'- _A7• ars n_. QnIB � ^..F � is 1•?ti � 4 �trt viiaiil; '!' 1SJH >►'.A! �K: r'. ,iG- ;. I - :� S ;., .s� , .i — ii fCAUIt � s ' ' H - - ��;,• �i Lr� ?. 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' /.- "ri' - -��^ I:' ,�i. 1 •✓ '��' -: ' _ `` `•;A.. v. y.- +•t ' n"2i.`�"i(�lT[`N .�.!': ;`•` I� ,CD nCS'aPwTto .T t. cr• ' -= r 1,r• l t 1._ '/ -i: '� •`� 1' "`+.n•1T.•:� °' LjVA1 { -.. - r- l• : � `Z \.. ytT ` t �'� ' ."' •� C CR +� i �� i•`� � ,cp I �l1..r! ... J• r ..._ c' •� '(n(� � . - { � „ .._ '?,. F e• - �.tf.._t_ •*��•' t t!� .�t.. _ .Y,•. t A, � - Q t:- U wlvtwSi • �' + '` RIVERSIDE COUNTY FLOO D CONTROL 1 ^v ` "y,i^', — I� i {''•�. fH yrr. AND t` •r f' M . y� , y� r`'1 .Z1} `"' ' WATER CONSERVATION DISTRICT ip 100- YEAR -24 -HOUR _._ . I `� ' I ' .�-�. _ _ ` _�._�, _� ,_ . •aS.:�5� •��. .:mod" -_' • �.__. •-..i r .• %- . - •4, , n, CIPITATION PRE tare cr utdf . '- '!is , - J �i -t . :fC4EDl .. _� . 4. .- ..l :7' ,.. •. + a.w n. ano Mo bft 1_ "�.A• i.' � t �a Y _.1.��._�.. i i -: J ��` !.. ql• I 41�R�''�'S•i�•'�t � A� • YJ .... CMt.te N N �o •lams�,,r r �`: ? •ems nCWr�7 VVV + l RIV1 S DE COMM, CALIFORNIA 77 ' TABI.F;12. —Soil and water features [Absence of'an entry indicates the feature is not a concern. See text for descriptions of symbols and such terms as "`raa+e," "brief," and "Perched." The symbol < means less than; > means greater than] Hydro- Flooding High water table Bedrock Soil name and logic map symbol group Frequency Duration Months Depth Hind Months Depth Harduese 88 Ira Badlaud: BA. Borrow pits: 6 P. Bull Trail: BB�tE----------- - - - - -- B None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 �Ca D---------- - - - - -- A None - = - -- ------- - - - - -- ------ - - - - -- >6.0 ------- - - - - -- ----- - - - - -- >60 --- - - - - -- CsiZon Variant: A None >6.0 - CbD----- ----- - - - -'- Carrico: - - - - -- -------- - - - - -- ------ - - - - -- -------- - - - - -- ------ - - - - -- >W CcC----------- - - - - -- A Ran - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 Careitae• CdC, CdE, ChC, CkB. Cf B------------ - - - - -- A A None - - - - -- None - - - - -- -------- - - - - -- -------- - - - - -- ------ - - - - -- ------ - - - - -- >6.0. 2.0 -4.0 - -ply t - - - -- Apparent ------ - - - - -- Jan- Dee - - -- >60 >60 ----- - - - - -" Carsitas Variant: CmB; CM* L---- - - - - -- C None - - - - -- - ------- - - - - -- - ----- - - - - -- >6.0 -------- - - - - -- ------ - - - - -- 6-20 li<ippable. ' Chuckawalla: CoB,"CoD, CnC, CnE. B None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 Coachella: CpA, CPB, CsA - - - - -- B None - - - - -- -------- - - - - -- ------ - - - - -- >6.0 -- >80 ' CrA----------------- B None-------------- - - - - -- ------ - - - - -- 3.0 -3.0 Apparent - - - -- Jan - Dec - - -_ >80 Fluvaquents: Fa______________ _ _ _ __ D Frequent - -_ Very long - - - -- Apr-Sep---- 0.5.2.0 Apparent - - ---- Jan- Aec - - -- >60 ---- - - - - -- Fluvente! Fe------------- - - - - -- AJD OccaeionaL- Very brief - -_- Jan-Dee - - -- >6.0 ------------ >60 �iGilaian: GM,Gb.8 GeA. Bare ------- None -------- - - - - -- ------ - - - - -- >6.0 3.0 -------- - - - - -- ------ - - - - -- Apr-Out >60 ---- - - - - -- ,� - - - - -- - - - - -- -------- - - - - -- ------ - - - - -- .0 Apparent - - - -- - - -- >60 ---- - - - - -- Gravel pitsand dumps: G-P.- ' ' Im pe rill: - - - -- D None - - - - -- - -- - - ----- - - - - -- >6.0 - - - -- >60 ---- - - - - -- -_ 1.0 -3.0 A nL- Jan - Dee__ -- >60 _ IMC r: ' Imperial part- - - - - -- Gu D None-------------- - - - - -- ------ - - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 ---- - - - - -- Ued.land part. Imopc: Imperial part ------- D None ------ -------------- ------ - - - - -- 1.".0 Apparent- - - -- Jan - Dec - - -- >60 ---- - - - - -- GuMed land park. - Indio: IP. Is---------- - - - - -- None ------ -------- - - - - -- ------ - - - -- >6.0 -------- - - - - -- ------ - - - - -- >60 ---- - - - - -- ' Ir,�--------- - - - - -- None ------ -------------- - ------ - - - - -- 3.0 -5.0 Apparent - - - -- Jan - Dec - - -- >60 ---- - - - - -- Litbic Torripsamments: LRI: Lithic ' Torripsamments pars: D None ------ -------- - ----- ------ ---- -- >6.0 -------------- ------ - - - - -_ 1 -10 Hard Rock outcrop part. l ;�gR; t t y "` � �.P. �•� •�^�i�r a.,.,7 'E•' r f� 1 �� -i � � .�;s1Y �} �- r''•s +�.c � fs r� °� [�" ,',s _'�.•" f i 3 ti 1 C f + i - •' E" i .:- �3.T'� a +° I 'yS l , 'r.. - i - ti � ] �- ' f7 � � � ' -�` : � r,.'' .• ' ; f,,�.,.i , � , CY �C,�� .-1 x.•. ,�?,�� r ; } 1 /.�" , 2 r 7f- F'"�a - „�`t '•` • ,1 , i 7 I7 l 44 isp ' �::- s,.F.. � Y.�y, _ �.. 1' `C- '".-�ti �?..^J' r �, .c5 a• 5 �� gip, t �x 71: +�'. 'a -•. L �r •'n �:" yy^ir� ., r �Sei yn"�7[ �.rF,. t,�.1; �. Gam, • .��,• ]! a •� •; 6." �t,' �'�-�R� }� r � � E'7• ♦'� r T d" Y ,� Tt F%,,�"- - a ' 1 1•,'1�; ; !� 6.p v +`- ^4- �:i.�4 �, `r��l�v�` ` ] 4ri :Ya" , . ', ,'. �, •#,:.„S, "` h v"`r , f� I• i�;�y�g �� mac•° .. N,� :.rf 1 w 1 Yea � t• f y cccc x _, sr %' ?� Sri" s ..�' ../{-r �• 0h , f ,�� ' •i'�CSy /� ; ZS' N a� � •' � � y t .tit � �i i(' .�:.[' 7 � irr A � .0 ~/` �, ,•� r., VISO T � is � C- • 1C -. �... 7 - Lam•. C r i V, - • iii ✓~., � -. �•�: .,t` ,. .: '.•j �•, _L4, ',�o� •; N .. 'r� • fi. fsrq : : `i•� :.. -••, :rs ;,rU �r :% 3 - U s. '- "+•S.f . oo�9 e8r u2� to oen -ft reo v� ZI z 0 3-HOUR STORM TINA 11-11111 10 -011" 111"IN 90��1,11IN Pealoo Pe17ICD PERIOD PE%A" PerloO 1 1.8 2.6 8.T S00 2 t,9 Q.6 0.8 l0.0 a lot 9.8 a.l 18.0 O loa 7.i' 609 19.0 a Ioa 3.] 0.6 a0.9 .6 too a.4 7.9 BOu9 9 ' loll 0.0 a.0 6 .0 0 tog O.E 9.0 9.0 9 l00 e.3 18.] 11.0 to to0 9.1' 11? 73 1000 11 loe - 6.e 16.1 19.1 12' Loo a.9 0.8 0.0 19 Q.a To 8.2 10 11.0 0.9 700 19 a.1 10.1 4.8 16 a.0 10.1 0.7 IT 1106 7.0 9 64 10 Bog 2.0 6.2 It .e 2.t 6.9 20 E.9 11.2 7..9 at 8.8 a.e 10.6 22 Dal @.t1 10.9 119 8.0 NO a.o 24 9.0 3o11 100 Its 901 8.8 2 6 O.a 849 8T 11.0 o•8 29 D.e 0.8 29 6.0 e•e 90 7.8 Sal u a.2 6.T 32 9.9 8.1 89 060 10.9 90 100 ¢e0 99 I.B 1:1 Be .6 0 M. "TERNS IN 6 -HOUR STORM Time "lN- 10-14111 18 -„IN 90-01" Pea too PERIOD PERIOD PERIOD Put 0 t .8 i.{ {.T 9.6 8 .6 l.a 1.9 4.9 a .6 1.8 2.1 4:0 e .e l.0 2.2 0.9 9 .6 1.4 2.4 9.9 0 .7 l.8 11e6 9.0 9 .7 1.0 a.e' 6 .0 0 .T 1.0 2.9 9.0 9 .7 106 2.6 11.0 10 .7 1.0 2.9 1000 1 .7 1.0 a.8 19.1 1� .B 1.7 >.0 0.0 t8 .0 I.T 8.2 le .0 1.0 700 !8 .0 1.8 4.8 10 .8 1.0 0.7 It .e e.o 9 64 18 .8 @.0 6.2 It .e 2.t 6.9 HO .8 11.2 7..9 8! .0 a.e 10.6 H8 .e @.t1 10.9 ea .8 NO a.o 20 .9 3o11 100 89 .e 8.8 80 .9 849 119 .v o•8 20 0.8 119 :19 e•e 80 .9 Sal 31 .0 6.T 8@ .9 8.1 98 1.0 10.9 34 1.0 ¢e0 10 1.0 1:1 ]e 1.0 0 19 1 90 1..0 1 89 1.1 41 too 08 1.9 e9 1oe 69 1. 8 e6 1.9 49 I.B 69 o 1.6 T1mE D-171N PERIOD 910100 49 1.7 Ho los 91 1.9 BE 2.0 0D a 04 a.! 90 8.B 60 2.a 08 2.0 00 2.0 60 2.6 of 991 62 9.6 09 9.9 06 0.2 69 4.1 06 9.6 6T 1o9 68 .9 69 .6 TO o9 71 .D 72 .2 NOTES: 1: 3 and 6 -hour patterns based on the Indio area thunderstorm of September 24,1939. 2. 24 -hour patterns based on the general storm of March. 2 & 3,1938. ENT 249 HOUR STORM I9-NIN PERIOD e8 .9 .9 •0 e8 08 .9 04 00 .0 08' oo 09 eB oB 06 00 .T o7 00 .e .9 e0 00 00 eo la0 too le0 tel I.Q lea l.a 108 1.6 log l00 8.0 801 808 1.8 I aao 000 1.0 109 1.0 .0 of .0 .9 1.0 .0 1:1 1.9 1.9 l06 loo 2o0 201 Eo8 8.0 9.8 9.9 4.9 a.0 4.0 908 900 9.1 a.7 8.9 4o6 9.a 901 4.7 a.0 e6 00 Io0 .9 08 09 .9 .a 00 09 .8 os 09 e0 .0 .4 1.8 1.D 1.0 2.1 ,2.0 ao9 eea 0.0 008 1.0 7s 1060 110 10.0 0.9 1.4 leg I 1.1 1.0 .9 .0 09 so 91 92 99 90 ss 96 97 98 90 60 el 62 69 60 es 66 09 60 00 90 71 73 94 79 76 79 90 79 s0 01 Oa 09 86 09 86 OT 08 06 91 92 99 94 99 96 a.0 a.o 0.0 8.9 3.4 900 2 .a a.9, 800 ¢.0 a 0 Quo 808 109 1.9 00 00 09 .8 .a 00 08 00 00 .o 09 .Q .o oD 02 oa .8 oD 08 A .9 .o .8 .8 ofl .H .11 .Q .8 i q ■ ra I'm ,. ■mom■ moons ■m■ ■m■■■ ■m■■E■■■ MEMO■■■■ ■m■ ■■M ■E sT EEO■ ... r■.. �a... i::: iiiiiiiiiiiiiiiiiiiii�i� ■ ■ ■ ■ ■ ■ ■ ■ ■m� ■ ■ D SH 12 70A 1[0I�Ar `r ..L H .. STORIVPWATER ST®RAG1J AARA 1.q-RE 'I +DENTIAL t ; - _ HYDR®GRA?PH • . _ ..: :• . '� ... . _��tx� ,.`.��i1=..,�.'� �+ USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION = 4 4/27/2005 PERIOD HOUR % RAINFALL (IN /HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.048 0.480 0.119 0.010 0.0030. 2 1.3 0.052 0.482 0.130 0.011 0.0137 3 1.8 0.072 0.486 0.181 0.015 0.0287 4 2.1 0.084 0.489 0.213 0.018 0.0463 G 5 2.8 0.112 0.500 0.290 0.024 0.0703 N 6 2.9 0.116 0.515 0.309 0.026 0.0958 O 7 3.8 0.152 0.518 0.408 0.034 0.1295 R 8 4.6 0.184 0.520 0.496 0.041 0.1705 E 9 6.3 0.252 0.540 0.705 0.058 0.2288 10 8.2 0.328 0.562 0.955 0.079 0.3077 P 11 7.0 0.280 0.548 0.795 0.066 0.3734 E 12 7.3 0.292 0.549 0.830 0.069 0.4420 R 13 10.8 0.432 0.583 1.305 0.108 0.5498 C 14 11.4 0.456 0.590 1.394 0.115 0.6650 O 15 10.4 0.416. 0.579 1.248 0.103 0.7681 L 16 8.5 0.340 0.568 1.000 0.083 0.8508 A 1.7 1.4 0.056 0.483 0.140 0.012 0.8624 T 18 1.9 0.076 0.488 0.192 0.016 0.8782 1 1.9 1.3 0.052 0.482 0.130 0.011 0.8890 O 20 1.2 0.048 0.480 0.119 0.010 0.8988 N 21 1.1 0:044 0.476 0.108 0.009 0.9078 22 1.0 0.040 0.473 0.098 0.008 0.9159 23 0.9 0.036 0.471 0.088 0.007 0.9232 24 0.8 0.032 0.470 0.078 0.006 0.9296 RAINFALL = % OF TOTAL PRECIPITATION C avg : 1.00 FROM TYPE "B" S.F. 1/4 A.C. Q100 = 1100 x C avg x A TOTAL AREA = 5.18 AC Volume = Q x 3600 143560= Ac -Ft/Hr TOTAL STORAGE= 40493.0079 CF STORAGE PER ACRE = 7817.183 CF /AC STORM WATER STORAIGE. AREA 1 a G LF H ROGRAPH :, USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION = 411 4/27/2005 PERIOD HOUR . % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) : PLUS PREV. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.048 0.045 0.038 0.003 0.0030 2 1.3 0.052 0.046 0.042 0.004 0.0065 3 1.8 0.072 0.055 0.070 0:006 0.0123 4 2.1 0.084 0.065 0.097 0.008 0.0203 G 5 2.8 0.112 0.080 0.159 0.013 0.0334 N 6 2.9 0.1.16 0.081 0.166 0.014 0.0472 O 7 3.8 0.152 0.118 0.318 0.026 0.0734 R 8 4.6 0.184 0.128 0.417 0..034 0.1079 E 9 6.3 0.252 0.178 0.795 0.066 0.1736 10 8.2 0.328 0.220 1.279 0.106 0.2793 P 11 7.0 0.280 0.190 0.943 0.078 0.3572 E 12 7.3 0.292 0.192 0.993 0.082 0.4393 R 13 10.8 0.432 0.265 2.029 0.168 0.6070 C 14 11.4 0.456 0.268 2.166 0179 0.7859 O 15 10:4 0.416 0.253 1.865 0.154 0.9401 L 16 8.5 0.340 0.222 1.338 0.111 1.0506 A 17 1.4 0.056 0.050 0.050 0.004 1.0547 T 18 1.9 0.076 0.056 0.075 0.006 1.0609 1 19 1.3 0.052 0.046 0.042 0.004 1.0644 O 20 1.2 0.048 0.045 0.038 0.003 1.0676 N 21 1.1 0.044 0.044 0.034 0.003 1.0704 22 1.0 0.040 0.042 0.030 0.002 1.0729 23 0.9 0.036 0.036 0.023 0.002 1.0748 24 0.8 0.032 0.032 0.018 0.001 1.0763 RAINFALL = % OF TOTAL PRECIPITATION C avg : 1.00 FROM TYPE "B" UNDEVELOPED 0100 = 1100 x C avg x A TOTAL AREA = 17.72. AC Volume = Q x 3600 /43560= Ac -Ft/Hr TOTAL STORAGE= 46883.5816 CF STORAGE PER ACRE ='2645.80032 CF /AC 'S,T . ORMWA TEW STORAGE AMA 1, M0V -1'L- HOME PA °RM (CELSITAS) H?YDRO.GRAPill USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION = 411 4/27/2005 PERIOD HOUR % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.048 0.685 0.466 0.039 0.0030 2 1.3 0.052 0.687 0.506 0.042 0.0448 3 1.8 0.072 0.689 0.703 0.058 0.1029 1 4 2.1 0.084 0.690 0.821 0.068 0.1708 G 5 2.8 0.112 0.696 1.105 0.091 0.2621 N 6 2.9 0.116 0.696 1.144 0.095 0.3566 O 7 3.8 0.152 0.703 1.514 0.125 0.4818 R 8 4.6 0.184 0.705 1.838 0.152 0.6337 E 9 6.3 0.252 0.717 2.560 0.212 0.8453 10 8.2 0.328 0.725 3.370 0.278 1.1238 P 11 70 0.280 0.7.20 2.857 0.236 1.3509 E 12 7.3 0.292 0.722 2.987 0.247 1.6067 R 13 10.8 0.432 0.738 4.518 0.373 1.9801 C 14 11.4 0.456 0.740 4.782 0.395 2.3753 O 15 10.4 0.416 0.735 4.333 0.358 2.7333 L 16 8.5 0.340 0.730 3.517 0.291 3.0240 A 17 1.4 0.056 0.687 0.545 0.045 3.0691 T 18 1.9 0.076 0.689 0.742 0.061 3.1304 1 19 1.3 0.052 0.687 0.506 0.042 3.1722 O 20 1.2 0.048 0.685 0.466 0.039 3.2107 N 21 1.1 0.044 0.684 0.426 0.035 3.2460 22 1.0 0.040 0.682 0.387 0.032 3.2779 23 0.9 0.036 0.680 0.347 0.029 3.3066 24 0.8 0.032 0.678 0.307 0.025 3.3320 RAINFALL = %, OF TOTAL PRECIPITATION C avg : 1.00 FROM TYPE "B" Home Park (Casitas) Q100= t100xCavgxA TOTAL AREA = 14.17 AC Volume = Q x 3600 /43560= Ac -Ft/Hr TOTAL STORAGE= .145141.064 CF STORAGE PER ACRE = 10242.8415 CF /AC STORM�WATER STORAGE ti '', ` AREA 1:, C®�1VI�1VIwER`CIAL. AYDRUGRA�PH .! USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION = 411 4/27/2005 PERIOD HOUR % RAINFALL (IN /HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.048 0.81.5 0.146 0.012 0.0030 2 1.3 0.052 0.817 0.158 0.013 0.0161 3 1:8 0.072 0.818 0.219 0.048 0.0342 1 4 2.1 0.084 0.819 0.256 0.021 0.0553 G 5 2.8 0.112 0.820 0.342 0.028 0.0836 N 6 2.9 0.116 0.821 0.354 0.029 0.1128 O 7 3.8 0.152 0.822 0.465 0.038 0.1512 R 8 4.6 0.184 0.824 0.564 0.047 0.1979 E 9 6.3 0.252 0.826 0.774 0.064 0.2619 10 8.2 0.328 0.831 1.014 0.084 0.3456 P 11 7..0 0.280 0.829 0.863 0.071 0.4170 E 12 7.3 0:292 0.830 0.902 0.075 0.4915 R 13 10.8 0.432 0.835 1.342 0.111 0.6024 C 14 11.4 0.456 0.838 1 A22 0.117 0.7199 O 1.5 10.4 0.416 0.834 1.291 0.107 0.8266 L 16 8.5 0.340 0.832 1.052 0.087 0.9135 A 17 1.4 0.056 0.817 0.170 0.014 0.9276 T 18 1.9 0.076 0.818 0.231 0.019 0.9467 1 19 1.3 0.052 0.817 0.158 0.013 0.9598 O 20 1.2 0.048 0.815 0.146 0.012 0.971`8 N 21 1.1 0.044 0.814 0.133 0.011 0.9828 22 1.0 0.040 0.813 0.121 0.010 0.9928 23 0.9 0.036 0.812 0.109 0.009 1.0018 24 0.8 0.032 0.811 0.097 0.008 1.0098 RAINFALL = % OF TOTAL PRECIPITATION C avg : 1.00 FROM TYPE "B" COMMERCIAL 0100 = 1100 x C avg x A TOTAL AREA = 3.72 AC Volume = 0 x 3600 %43560= Ac -Ft/Hr TOTAL STORAGE= 43985.8374 CF STORAGE PER ACRE = 11824.1498 CF /AC Xadaii r (&vg&ee --l-ag 109 E. Third St. San Bernardino, CA 92410 Ph. 909 - 884 -8217 Fax 909 -889 -0153 JOB SHEET NO. / OF (� CALCULATED BY °'r % DATE CHECKED BY �C•r, .�T_11� DATE :. • .. Ave O G'®c :i e, 646. J.7 X1.7 Al do /11� fvi Zm (Ceagiaaeedmg 109 E. Third St. San Bernardino, CA 92410 Ph. 909. 884 -8217 Fax 909 -889 -0153 JOB 7!/ s 217 / 6: ��fLr SHEET NO. / %/ OF CALCULATED BY � 'T 47 DATE `T - ZW -�482f- CHECKED BY SCALE DATE .Caddig (6AW&m&g 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 ¢ Al = DATE 70 ® .. ...... ._ Cam; ).:..... .Cm (Caghweedog 109 E. Third St. San Bernardino, CA 92410 Ph. 909 -884 -8217 Fax 909 - 889 -0153 JOB J Y °AME0 ZP. T - mil/ SHEET NO. 44 OF CALCULATED BY w DATE CHECKED BY DATE f� tow : a' ell 31VO 01, �'? °�. AS O3k03HO 31VO AB 031vinoiV0 =10 'ON 133HS (0. ESTO-688-606 ue3 LUS-1088-606 '4d OIbZ6 VO 'ouipieuia8 ueS ' }S PJ141 '3 601 ffAr"90M2 or v 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 erns e DATE 109 E. Third St. San Bernardino, CA 92410 Ph. 909 - 884 -8217 Fax 909 - 889 -0153 JOB / 1p -o S' 771> R55S"- 'Q y SHEET NO. , 7 OF CALCULATED BY `"° 14 DATE 4-4-40—'OS- CHECKED E BY. DATE le"aig eluo M&O 109 E. Third St. San Bernardino, CA 92410 Ph. 909 - 884 -8217 Fax 909 -889 -0153 JOB %Y°DG -S A1/v SHEET NO. OF CALCULATED BY CHECKED BY crel c DATE DATE 0 RETENTION BASIN AREA 13 @ W.S. ELEV =424 LAKE 9 5664R STORM 4/2612007 Elev. ft. Area S.f. Area a.c. Volume ac -ft Cuml. Volume ac.fi Perc. AC.fUHr 424 186348 4.278 4.4125 4.4125 425 .1.98069 4.547 4.6816 9.0941 426 209790 4.816 4.3741 13.4681 G 427 2215.1.1 3.932 4.0830 17.5511 :N 428 233231 4.234 O R E i -ax.. Net cum. $tora e = 17.5511 Ac.Ft. 420 ELEV. Re 'uired Stori a =10.07 Ac -Ft ; W.S_E = 426:22' Ft f S'IdORMWATiER',STOO N1ai.. l , � {sn'��s ��h_�,�HYiDRU.GRAyPH +""� USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 500 -YEAR 24 -HOUR PERCIPITATION = 6.511 4/26/2007 PERIOD HOUR % RAINFALL (IN /HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.078 0.480 .0.194 0.016 0.0030 2 1.3 0.085 0.482 0.211 0.017 0.0204 3 1.8 6.117 0.486 0.295 0.024 0.0448 1 _ 4 2.1 0.137 0.489 0.346 0.029 0.0734 G 5 2.8 0.182 0.500 0.471 0.039 0.1123 N 6 2.9 0.189 0.515 0.503 0.042 0.1539 O 7 3.8 0.247 0.518 0.663 0.055 0.2086 R 8 4.6 0.299 0.520 0.805 0.067 0.2752 E 9 6.3 0.410 0.540 1.145 0.095 0.3699 10 8.2 0.533 0.562 1.552 0.128 0.4981 P 11 7.0 0.455 0.548 1.292 0.107 0..6048 E 12 7.3 0.475 0.549 1.349 0.112 0.7164 R 13 10.8 0.702 0.583 2.120 0.175 0.8946 C 14 11.4 0.741 0.590 2.265 0187 1.0787 O 15 10.4 0.676 0.579 2.027 0.168 1.2463 L 16 8.5 0.553 _ 0.568 1.626 0.134 1.3806 A 17 1.4 0.091 0.483 0.228 0.019 1.3995 T. 18 1.9 .0.124 0.488 0.312 0.026 1.4253 1 19 1.3 0.085 0.482 0.211 0.017 1.4427 O 20 1.2 0.078 0.480 0.194 0.016 1.4587 N 21 1.1 0:072 0.476 0.176 0.015 1.4733 22 1.0 0.065 0.473 0.159 0.013 1.4865 23 0.9 0.059 0.471 0.143 0.012 1.4982 24 0.8 0.052 0.470 0.127 0.010 1.5087 RAINFALL = % OF TOTAL. PRECIPITATION C avg : 4.00 FROM TYPE "B" S.F. 1/4 A.C. Q400= 1100xCavgxA TOTAL AREA = 5.181A Volume = Q x 3600 /43560= Ac -FVHr TOTAL STORAGE= 65719.4629 JCF STORAGE PER.ACRE = 12687.155 CF /AC S �STORMWAT+ER STORAGE < :/ Y t'idti 3 F�'')T ii2• CM #'3 MSS4T A�K P"$ri�VJ4�ifViid9 i7d�wv 'tk'^�Sy1`fL3A7'!�Y�45�'� . 1 'l '�' i♦ t _ � {5 ';•••4 5 � 4,�5 i � ^'• M J TTi{WJS -� 31A+C� jT�tSt Y �is Y' ? ' �� .Y�� >�- r��x :i.4;.��.�`..��x '��HYrDROGRAPH�.�.�....�,� ,, a Via= } ' � ,� ��:. 'r t • =; - USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 500 -YEAR 24 -HOUR PERCIPITATION = 665 " 4/26/2007 PERIOD HOUR % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY.. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.078 0.815 0.236 0.020 0.0030 2 1.3 0.085 0.817 0.257 0.021 0.0242 3 1.8 0.117 0.818 0.356 0.029 0.0536 1 4 2.1 0.137 0.81.9 0.416 0.034 0.0880 G 5- 2.8 0.182 0.820 0.555 0.046 0.1339 N 6 2.9 0.189 0.821 0.576 0.048 0.1815 O 7 3.8 0.247 0:822' 0.755 0.062 1 0.2439 R 8 4.6 0.299 0.824 0.917 0.076 0.3196 E 9 6.3 0.410 0.826 1.258 0.104 0.4236 10 8.2 0.533 0.831 1.648 0.136 0.5598 P 11 7.0 0.455 0.829 1.403 0.116 0.6758 E 12 7.3 0.475 0.830 1.465 0.121 0.7968 R 13 10.8 0.702 0.835 2.181 0.180 0.9771 C 14 11.4 0.741 0.838 2.310 0.191 1.1680 O 15 10.4 0.676 0.834 .2.097 0.173 1.3413 L 16 8.5 0.553 0.832 1.710 0141 1.4826 A 17 1.4 0.091 0.817 0.277 0.023 1.5055 T 1:8 1.9 0.124 0.818 0.376 0.031 1.5365 1 19 1.3 0.085 0.817 0.257 0.021 1.5578 O 20 1.2 0.078 0.815 0:236 '0.020 1.5773 N 21 1.1 0.072 0.814 0.217 0.01'8 1.5952 22 1.0 0.065 0.813 0.197 0.016 1.6114 23 0.9 0.059 0.812 0.177 0.015 1.6260 24 0.8 0.052 0.811 0.157 0.013 1.639.0 RAINFALL = % OF TOTAL PRECIPITATIO C avg : 1.00 FROM TYPE "B" COMMERCIAL Q100 = 1100 x C avg x A TOTAL AREA = 3.72 AC Volume = Q x 3600 /43560= Ac -Ft/Hr TOTAL STORAGE =. 71395.3107 CF STORAGE PER ACRE = 19192.2878 'CF /AC STORIVIWATER STORAGE AREA -t, (GOLF' HYDR'U GRAPH'.: ,. USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 500 -YEAR 24 -HOUR PERCIPITATION = 6.511 4/26/2007 PERIOD HOUR % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREV. STORAGE (ACYT.) PERC. (ACYT.) NET CUMUL. STORAGE (ACYT.) 1 1.2 0.078 0.045 0.062 0.005 0.0030 2 1.3 0.085 0.046 0.069 0.006 0:0087 3 1.8 0.117 0.055 0.114 0.009 0.0181 4 2.1 0.137 0.065 0.157 0.013 0.0311 G 5 2.8 0.182 0.080 0.258 0.021 0.0524 N 6 2.9 0.189 0.081 0.271 0.022 0.0748 O 7 3.8 0.247 0.118 0.516 0.043 0.1175 R 8 4.6 0.299 0.128 0.678 0.056 0.1735 E 9 6.3 0.410 0.178 1.292 0.107 01803 10 8.2 0.533 0.220 2.078 0.172 0.4520 P 11 7.0 0.455 0.190 1.532 0.127 0.5786 E 12 7.3 0.475 0.192 1.614 0.133 0.7120 R 13 10.8 0.702 0.265 3.296 0.272 0.9844 C 14 11.4 0.741 0.268 3.519 0.291 1.2753 O 15 10.4 0.676 0.253 3.031 0.250 1.5257 L 16 8.5 0.553 0.222 2.173 0.180 1.7054 A 17 1.4 0.091 0.050 0.081 0:007 1.7120 T 18 1.9 0.124 0.056 0.123 0.01.0 1.7222 1 19 1.3 0.085 0.046 0.069 0.006 1.7278 O 20 1.2 0.078 0.045 0.062 0.005 1.7330 N 21 1.1 0.072 0.044 0:056 0.005 1.7376 22 1.0 0.065 0.042 0.048 0.004 1.7416 23 0.9 0..059 0.036 0.037 0.003 1.7447 24 0.8 0.052 0.032 0.029 0.002 1.7471 .RAINFALL = % OF TOTAL PRECIPITATIO , ;C avg : 1.00 FROM TYPE "B" UNDEVELOPED Q100 = 1100 x C avg x A I. TOTAL AREA = 17.72 -AC Volume = Q x 3600143560= Ac -Ft/Hr TOTAL STORAGE =. 76104.1452 CF STORAGE PER ACRE = 4294.81632 CFIAC JOB e ®G iI- 7 6 !/ �ds ybwee&y SHEET NO. OF 109 E. Third. St. CALCULATED BY DATE �� PQ San Bernardino, CA 92410 Ph. 909 - 884-8217 Fax 909 -889 -0153 CHECKED BY DATE OrAi o At '01 �� 5V 7 �s G ,CadNif r ewgi deeehW 109 E. Third St. San Bernardino, CA 92410 Ph. 909 - 884 -8217 Fax 909.889 -0153 SHEET NO. OF CALCULATED BY �✓ DATE CHECKED BY SCALE DATE Z- 0111A , I E i c i } j _ - ...,... ..... ....._ ....:... ...........................:... . . D .G ?� ....��► ................... _......1 .... . �7 -c� 2� d�...`c®e.... �G ............. .. : ... . ..... .... .... .... 2`11.......:...... .... .. . ......... : G� �ud� �iagc�eeeiiag ' 109 E. Third St. San Bernardino, CA 92410 Ph. 909. 884 -8217 Fax 909 -889 -0153 & -M:14d U1•) L.1A CALCULATED BY DATE CHECKED BY SCALE DATE ' 100-YEAR 24 HOAR EVENT ' WATER SURFACE ELEVATIONS RETENTION BASIN AREA 9 @ W.S. ELEV = 420 LAKE 4 Nov. 17, 2005 Elev. ft. Area s:f. Area a.c. Volume ac -ft Cuml. Volume acift Perc. . Ac.ft/Hr 420 145619 3.343 3.4147 3.4147 421 151868 3.486 3.5581 6.9728 1 422. 158117 3.630 3.7809 10.7538 G 423 171278 3.932 4.0831 14.8368 N 424 184439 4.234 O R E Max. Net cum. S.tora e = 14.8368 AcYt. @ 424.ELEV: Re wired Stora ` e= 5.31 A6 =Ft ; W.S.E.: 421.53 Ft I RETENTION BASIN AREA 8,10 &11 W.S. ELEV = 420 LAKES.S 0 Nov.17, 2005 Elev. ft. Area s.f. Area a.c. Volume ac -ft Cuml. Volume ac:ft Perc. Ac.ft/Hr 420 413268 9.487 9.9257 9.9257 421 451460 10.364 10.8025 20.7282 1 422 489652. 11.241 11.8237 32.5519 G 423 540426 12.406 12.9893 45.5411 N 424 591200 11572 14.2101 59.7513 O 425 646787 14.848 15.4862 75.2375 R 426 702374 16.124 . E Max., Net cum. $toga e = 75.2375_Ac.Ft. .426 ELEV. Re uired:Stora ' e= 5:36 +14A9 +315 = 22:70 Ac -Ft ; W.S.E.= 422.17 Ft RETENTION BASIN AREA 13. @ W.S. ELEV = 424 LAKE 9 /OD- V4 Nov.17, 2005 - Elev. ft. Area s.f. Area. a.c. Volume ac -ft Cuml. Volume ac:ft Perc. Ac.ft/Hr 424 145619 3.343 3.4147 3.4147 425 151868 3.486 3.5581 6:9728 I 426 168117 3.630 _ 3.7809. 10.7538 G 427 171278 3.932 4.0831 14.8368 N 428 184439 4.234 O. R E 'Max. Net cum. Storage = 14.8368:AcYt @ 428 ELEV. Re wired Stora e= 6.20 Ac =Ft ; W.S.E.= 426:22 ft � I � I RETENTION.-BASIN AREA 7,1214 & 15 LAKE #7, W.S. ELEV =420: LAKE #8, W:S. ELEV =430 LAKE #10, W.S. ELEV =425 LAKES #8 &10 Q100 WSE IS THE NORMAL WSE Feb. 15, 2006 Elev. ft. Area S.f. Area a.c. Volume ac -ft Cuml. Volume ac:ft Perc. Ac.ft/Hr 420 208840 4.794 4.9484 4.9484 421 222263 5.102 5.2565 10.2049 I 422 235686 5.411 5.6914 15.8964 G 423 260153 5:972 6.2531 22.1.495 N 424 284620 6.534 8.1167 30.2662 O 425 422506 9.699 14.2821 41.5483 R 426 560392 12.865 13.3992 54.9475 E 427 606948 13.934 14.4680 69.4155 428 653504 15.002 16.1838 85.5993 429 756429 17.365 1.8.5466 104.1459 430- 859353 19.728 LAKE 7 OF AREA 15 WILL BE ACCEPTING D.RAINAGE:FROM AREA 7,12 814 Total .;Stora PA04uired Area 15 1.1.08 Ac =Ft +Area 12 2 40 Ac Ft +:Area 14 0.9-2 Ac -Ft Area 7 3 97- Ac Ft =19 37`Ac -Ft :Max. Net cum.. Stora' e = 22:1495 Ac.Ft 424_ELEV. Required Storage =19.37 Ac-Ft"; -W.S:E: 423.56 Ft RETENTION: BASIN AREA 7,1214 & 15 LAKE #7, W.S, ELEV =420: LAKE #8, W.S. ELEV =430 LAKE #1:0, W.S. ELEV =425 LAKES #8 &10 0100 WSE IS THE NORMAL WSE 4/14/2006 . Elev. ft. Area s.f. Area a.c. Volume ac -ft Cuml. Volume ac.ft Perc. Ac.ft/Hr 420 208840 4:794 4.9484 4.9484 421 222263 5.102 5.2565 •10.2049 1 422 235686 1 5.411 5.6914 15.8964 G 423 260153 5.972 6.2531 22.1495 N 424 284620 6.534 8.1167 30.2662 O 425 422506 1 9.699 11.2821 41.5483 R 426 560392 12.865 13.3992 54.9475 E 427 606948 13.934 14.4680 69.4155 428 653504 1 15.002. 16.1838 85.5993 429 756429 17.365 18.5466 104.1459 430 859353 19.728 LAKE 7 OF AREA 15 WILL BE ACCEPTING DRAINAGE FROM AREA 7,12 &14 AND PHASE 11 AREA -#4 WEST OF MADISON STREET T00 tors` a R00 rdd .: Area 15(11 --.00,AcrM#`Area 1'2 2.40 Ac -Ft + Area 14 :1 92Ac -Ft + Area 7.3:97 Ac ft +'P.hase 11 Area 4(Q.93 Ac -Ft ='20.30 Ac -Ft Max. Net cum. Storage = 22.1495.Ac.Ft. @ 424 ELEV. Required Storage= 20.26 Ac -Ft ; W.S.E.= 423.70 Ft 13 15 14 13 14 13 12 II 10 12 II 10 z 9 z 7 LLJ 01 ® 6 6 a,J z5 Q 4 3 5��0 4 3 2 I — o -- o 2 5 10 25 50 100 RETURN PERIOD IN YEARS NOTE: 1. For intermediate return perioo plot 2 -year and IAA -year values from maps for a specific duration, then connect points and read value For desired return perlop. For example given 2 -year 24 -hour = 3.50 and 100 -year 24-hour--10.40',.25-year 24-hour--7.80!.' Rafmnce -MOAA Atlas 2,Volume = °Colifornia,1573. RAINFALL DEPTH VERSUS R FC C&I W C' �p D RETURN PERIOD FOR HYDROLOGY IMANUAL, PARTIAL DURATION SERIES PLATE E -55.7 MINSI�D 'In)YDROO USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.7 INDICATES 10 -YEAR 24 -HOUR PERCIPITATION = 2.711 8/2/2007 PERIOD HOUR . % - RAINFALL (1N/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC:FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.032 0.390 0.957 0.079 0.0030 2 1.3 0:035 0.392 1.042 0.086 0.0891 .3 1.8 0.049 0.396 1.457 0.120 0.2095 1 4 2.1 0.057 0.415 1.781 0.147 0.3567 G 5 2.8 0.076 0.418 2.392 0.198 0.5544 N 6 2.9 0.078 0.420 2.489 0.206 0.7601 O 7 3.8 0.103 0.430 3.340 0.276 1.0361 R 8 4.6 0.124 0.441 4.146 0.343 1.3788 E 9 6.3 0.170 0.468 6.026 0.498 1.8769 10. 8.2 0.221 0.494 8.279 0.684 2.5611 P 11 7.0 0.1.89 0.480 6.868 0.568 3.1287 E 12 7.3 0.197 0.482 7.1`92 0.594 3.7230 R- 13 10.8 0.292 0.528 11.655 0.963 4.68.63 C 14 11.4 0.308 0.533 12.419 1.026 5.7126 O 15 10.4 0.281 0.525 11.160 0:922 6.6349 L 16 8.5 0.230 0.498 8.652 0.715 7.3499 A 17 1.4 0.038 0.391 1.119 0.092 7.4424 T 18 1.9 0.051' 0.399 1.549 0.128 7.5705 1 19 1.3 0.035 O.M. 1.042 0.086 7.6565 O 20 1.2 0.032 0.390 0.957 0.079 7.7356 N 21 1.1 0.030 0.389 0.875 0.072 7.8079 22 1.0 0.027 0.387 0.791 0.065 7.8732 23 0.9 0.024 0.385 0.708 0.059 7.9318 24 0.8 0.022 0.381 0.623 0.051 7.9833 RAINFALL = % OF TOTAL PRECIPITATIO C avg : 1.00 FROM TYPE "B "'S.F.1 /2 A.C. Q100 = 1100 x C avg, x A TOTAL AREA = 75.7 AC Volume = Q x 3600143560= Ac -Ft/Hr TOTAL STORAGE= 347750.98 CF STORAGE PER ACRE =: 4593.8042 CF1AC ^?STORMaWATER�STORAGEt` USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E-5.7 INDICATES 10 -YEAR 24 -HOUR PERCIPITATION = 2.711 8/2/2007 PERIOD HOUR % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREV. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.032 0:045 0.190 0.016 0.0030 2 1.3 0.035 0.046 0.211 1 0.017 0.0204 3 1.8 0.049 0.055 0.349 0.029 0.0492 1 4 2.1 0.057 0.065 0.481 0.040 0.0889 G 5 2.8 0.076 0.080 0.789 0.065 0.1541 N 6 2.9 0.078 0.081 0.827 0.068 0.2225 O 7 3.8 0.103 0.118 1.579 0.130 0.3529 R 8 4.6 0.124 0.128 2.073 0..171 0.5243 E 9 6.3 0.170 0.178 3.948 0.326 0.8506 10 8.2 0.221 0.220 6.352 0.525 1.3755 P 11 7.0 0.189 0.190 4.683 0.387 1.7625 E 12 7.3 0.197 0.192 4.935 0.408 2.1703 R 13 10.8 0.292 0.265 10.077 0.833 3.0031 C 14 11.4 0.308 0.268 10.752 0.889 18921 O 15 10.4 0.281 0.253 9.264 0.766 4.6577 L 16 8.5 0.230 0.222 6.644 0.549 5.2067 A 17 1.4 0.038 0.050 0.246 0.020 5.2271 T 18 1.9 0.051 0.056 0.375 0.031 5.2581, 1 19 1.3 0.035 0.046 0.211 0.017 5.2755 O 20 1.2 0.032 0.045 0.190 0.016 5.2912 N 21 1.1 0.030 0.044 0.170 0.014 5.3053 22 1.0 0.027 0:042 0.148 0.01.2 5.3175 23 0 .-9 0:024 0.036 0.114 0.009 5.3269 24 0.8. 0.022 0.032 0.090 0.007 5.3344 RAINFALL = % OF TOTAL PRECIPITATIO. C avg : 1.00 FROM TYPE "B" UNDEVELOPED Q100 = 1100 x C avg x A TOTAL AREA = 130.4 AC Volume = Q x 3600143560= Ac -Ft/Hr TOTAL STORAGE= 232364.9 CF STORAGE PER ACRE =M781.9394 CF/AC, ,�ST©RIVIWAI +I;R�STORAGE .Pa.- t { 4 ' �•a t5 ,h r h's`S�e#'Mx4 � ?' _ . •,�, �•s KL�""t�' • ' k ,'� _ ,+ Es .. rC Q; iERCi'r. IL k ^'� r::: 7 � �., �. �=` r': �u�..;Ya��r,,.r.:I'�.�= .:�,.�s� . � -x'. �HYDROGRAPH. ,zt.- K �� . •• .-�a .�.. s, ...s�-4�10, 1 USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.7 INDICATES 10 -YEAR 24 -HOUR PERCIPITATION = 2.711 8/2/2007 PERIOD HOUR % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) .PLUS PREV. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. ' STORAGE (AC.FT.) 1 1.2 0.032 0.815 0.230 0.019 0.0030 2 1.3 0.035. 0.817 0.249 0.021 0.0236 3 1.8 0.049 0.818 0.346 0.029 0.0522 1 4 2.1 0.057 0.819 0.404 0.033 0.0856 G 5 2.8 0.076 0.820 0.539 0.045 0.1302 N 6 2.9 0.078 0.821 0.559 0.046 0.1764 O 7 3.8 0.103 0.822 0.734 0.061 0.2370 R 8 4.6 0.124 0.824 0.890 0.074 0.3106 E 9 6.3 0.170 0.826 1.222 0.101 0.4116 10 8.2 0.221 0.831 1.601 0.132 0.5439 P 11 7.0 0A89 0.829 1.363 0.113 0.6566 E 12 7.3 0.197 0.830 1.423 0.118 0.7742 R 13 10.8 0.292 0.835 2.118 0.175 0.9493 C 1.4 11.4 0.308 0.838 2.244 0.185 1.1347 O 15 1:0.4 0.281 0.834 2.037 0.168 1.3031 L' 16 8.5 0.230 0.832 1.661 0.137 1.4404 A 17 1.4 0.038 0.817 0.269 0.022 1.4626 T 18 1.9 0.051 0.81.8 0.365 0.030 1.4928 1 19 1.3 0.035 0.817 0.2491 0.021 1.5134 O 20 1.2' 0.032 0.815 0.230 0.019 1:5324 N 21 1.1 0.030 0.814 0.210 0.017 1.5498 22 1.0 0.027 0.813 0.191 0.016 1.5655 23 0.9� 0.024 0.812 0.172 0.014 1.5797 24 0.8 0.022 0.811 0.1.52 0.013 1.5923 RAINFALL = %.OF TOTAL PREC.IPITATIO. C avg a 1.00 FROM TYPE "B" COMMERCIAL Q100 = 1100 x C avg x A TOTAL AREA = 8.7 AC Volume = Q x 3600 /43560= Ac -Ft/Hr TOTAL STORAGE= 69361.705 JCF STORAGE PER ACRE =7972.6097 CF /AC r 1 r 109 E. Third, St. San Bernardino, CA 92410 Ph. 909. 884.8217 Fax 909 -889 -0153 K•v SHEET NO. OF CALCULATED BY, CHECKED BY_ SCALE DATE DATE RETENTION BASIN AREA @ HOLE 18W PORTION AREA 15 100 -YR, 24 -HR 8/2/2007 Elev. ft. Area s.f. Area a.c. Volume ac -ft Cuml. Volume ac.ft Perc. Ac.ft/Hr 418 2616 0.060 0.1100 0.1100 419 6963 0.16.0 0.2097 0.3197 420 1.1309 0.260 0.3360 0.6557 G 421 17966 0.412 0.4763 1.1320 N 422 23528 0.540 0.6177 1.7497 O 423 30282 0.695 0.7727 2.5224 R 424 37036 0.850 0.9538 3.4761 E 425 46056 1.057 1.1.608 4.6369 426' 55075 1.264 'Max..N.dt cum..S,tora e. = 4.6369 A-Ut. .426 ELEV. Re wired Stoea bi= 4:35 Ac -Ft .; W.S.E.= 425:75 Ft RETENTION BASIN AREA @ HOLE 18W PORTION AREA 15 10 -YR, 24 -HR 8/212007 Elev. ft. Area s.f. Area a.c. Volume ac -ft Cuml. Volume ac:ft Perc. Ac.ft/Hr 418 2616 0.060 0.1100 0.1100 419 6963 0.160 0.2097 0.3197 I 420 11309 0.260_ 0.3360 0.6557 G 421 17966 0.412 0.4763 1.1320 N 422 23528 0.540 0.6177 1.7497 O 423 30282 0.695 0.7727 2.5224 R 424 37036 0.850 0:9538 3.47.61 E 425 46056 1.057 1.1608 4.6369 426 55075 1.264 Maz: Net cum. Story e = 4.6369 AC.Ft. . 426 ELEV. Re ulred Story e= 2.69 Ac =Ft..; W.S.E = Above'424.18 Ft I RETENTION BASIN AREA@ HOLE 1.8W PORTION OF AREA 1'6 500 -YR, 24 -HR 8/3/2007 Elev. ft. Area s-f. Area a.c. Volume ac =ft Cuml. Volume ac.ft Perc. Ac.ft/Hr 418 2616 0.060 0.1100 0.1100 419 6963 0.160 0.2097 0.3197 I 420 11309 0.260 0.3360 0.6557 G 421 17966 0.412 0.4763 1.1320. N 422 23528 0.540 0.6177 1.7497 O 423 30282 0.695 0.7727 2.5224 R 424 37036 0.850 0.9538 3.4761 E 425 46056 1.057 1.1608 4.6369 426 5.5075 1.264 1.4233 6.0602 427 68919 1.582 1.7411 7.8013 428 82763 1.900 2.0811 9.8823 429 98540 2.262 Max. Net cum. Storage = U823.AC.Ft. 429 ELEV. Re.. wred`Stora e= 6:53 Ac -Ft ; W.S:E = Above 427.27 Ft COMPARISON la .L'ucli * (CAW4eee&y 109 E. Third St. San Bernardino,. CA 92410 Ph. 909. 884 =8217 Fax 909 - 889 -0153 SHEET NO. _ CALCULATED BY, CHECKED BY_ OF_ DATE DATE r t�Cr'�fi f � d 3� F�✓`lf f? - 39A'wSA°7 fiGi'� { L Lit e - i�''Av. Ale/ P . 1, IS STORIVIWATER'.STORAGE +E�A 1, ItE °SWE1��dAH, ' i s "ROGR�A•PH USE RCFCD HYDROLOGY MANUAL PLATE E-5.9 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100 -YEAR 3 -HOUR PERCIPITATION 9/16/2003 PERIOD 30 Min. % RAINFALL (IN/HIt) C Q C.F.S. VOLUME., (AC. FT.) PLUS PREY. STORAGE (AC,M) PERC. . (AC.FT.) NET CUMUL. STORAGE (AC:FT;) 1 8.5 0:1:70 0.520 0.504 '0,.042 .0:0030 2 10:0 0.200 0:590 0.673 0.056 0:058;6 3 13.9 0.278 0:549 0.870 0.072 0.1:305 4 17.A 0.348 0.567 1.12.5 0.093 0.2234 G 5 29:9 0.598 0.615 2:096 0.173 0.3967 N 6 20.3 0.406 0.578 1.338 0.111 0 :5072 O R E P E R C O A I O N RAINFALL = % OF TOTAL PRECIPITATIO C a : 1.00 FROM TYPE "B" S.F. 114 A.C. Q100 =1100 x C avg..x A TOTAL AREA = 5.7 AC VOLUME =Q x 3600 / 43560 = AC:FTIHR TOTAL STORAGE CFj= 22094.80 STORAGE PER ACRE= 3876.28 1 'J �� I i F- .. . - • . . S`F01Z- A�DRSTORAGE . - • �R'GA1��ES� !:ENTIAI. .. USE RCFCD HYDROLOGY MANUAL PLATE E-59 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION = 411 8 /15=93 PERIOD HOUR % RAINFALL RI /HR) C Q C.F.S. VOLUME AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.). NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.048 0.480 0.131 0.011 0.0030 2 1.3 0.052 0.482 0.143 0.012 0:0148 3 1.8 0.072 0.486 0.199 0.016 MOM 1 4 2.1 06084 0:489 0.234 0.019 0.0506 G 5 2.8 0.112 0.500 0.319. 0.026 0.0770 N 6 2.9 0.116 0.515 0.341 0.028 0.1052 O 7 3.8 0.152 0.518 0.449 0.037 0.1423 R 8 4.8 0.184 0.520 0.546 0.045 0.1873 E 9 6.3 0.252 04540 0.776 0.064 0.2514 10 8.2 0328 0.562 1:051 0.087 0.3383 P 11 7.0 0.280 0.548 0.875 0.072 0.4105 E 12 7.3 0292 0.549 0.914 0.076 0.4861 R 13 10.8 0.432 0.563 1.436 0.119 0.6047 C 14 11.4 0.456 0.590 1.634 0.127 0.7314 O 15 10:4 0.416 0:579 1.373 0.113 0.8449 L 16 8.6 0.340. 0:568 1.101 0.091 0.9359 A 18 1.9 0:076 0.488 0.211 0,017 0.9661 1: 19 1.3 0.052 0.482 0.143 0.012 .0.9779 O 20 1.2 0.048 0.480 0.1.31 0.011 0.9888 N 21 1.1 0.044 6.476 0.119 0.010 0.9986 22 1.0 0.040 0.473 0.108 0.009 1.0075 23 0.9 0.036 0.471 0.097 0.008 1.0155 24 0.8 0.032 0.470 0.086 0.007 1.0226 RAINFALL o % OF TOTAL PRECIPITATIO C :1.00 FROM TYPE "W S.F. 114 A.C. Q100 - 1100 x C avg x A TOTAL AREA = 5.7 AC VOLUMEmQ x 3600/ 43560 o AC.FTIHR K TOTAL STORAGE: 1.0226 x 43.5800 44,545 CF - STORAGE PER ACRE: 44,545 1 5.7 = 7.815 CF /AC 7 I I I I I I Um m STORAGE HYDROGRAPA USE RCFCD HYDROLOGY MANUAL PLATE E-5.9 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100-YEAR &HOUR PERCIPITATION = 2.5 -9/16/2003 PERIOD 30 Min. % RAINFALL (1N/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (A FT.) PERC. (AC.FT-) NET CUMUL. STORAGE (AC.FT.) 1 3.6 0.090 0.490 0.251 0.021 0.0030 2 4.3 0.108 0.501 0.307 0:025 0.0284 3 4.8 0.120 0.510 0.349 040,29 0--0572 I 4 4.9 OAD 0.511 0.357 0.029 0.0867 G 5 5.3 0.133 0.514 0.398 0.032 0.1,188 N 6 5.8 - 0.145 0.517 0.427 0.*035 0.1541 0 7 68 0.170 0Z2-0 0.504 0.042 0.1957 R 8 : 9 .0 0.225 1 0535 0:6$6 0.057 0.2524 E 9 11.6 0.290 0.550 50 otgog 0.015 0.8 276 10 14.4 0.360 0'571 1,112 0.097 0.4244 P 11 25.1 0.628 0.620 2.218 0.183 0.6977 E 12 4.4 0.110 0.503 0.315 0.026 0.6137 R C 0 A 0 N RAINFALL = % OF TOTAL PRECIPITATION C avg: 1.00 FROM TYPE "B" S.F. 114 A.C. .101,00 1100 x C avg x A TOTAL. AREA = 5.7 AC ,VOLUME=Q x 3600143560 = AC.FTIMR TOTAL STORAGE-(CF)= 27605.73 STORAGE PER ACRE ( FIAC)= 4843.11 us S'PORMWATER`STOn ^�GI AAA -1 y''0 .. l�`l..'II7i1'JLU gI±YID�iOG_RAP�H USE RC'FCD HYDROLOGY MANUAL PLA'T'E E-5.9 FOR RAINFALL PATTERN PLA'T'E E -5.6 INDICA'T'ES 100 -YEAR 3 -HOUR PERCIPITATION = 210 9/16/2003 PERIOD 30 Min. % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PRE1/. STORAGE (ACFT.) PERC. (AC.FT.) NET CUMUL. STORAGE: (AC.FT.) 1 8.5 0.170 0.822 0.433 0A36 0:0030 2 10.0 0.200 0.824 0:511 0.042 .0:0452 3 13.9 0.278 0.827 0:711 0.059 0.1041 4 17.4 0.348 0.831 0.896 0.074 0:1782 G 5 29.9 0.598 0.841 1.559 0.129 0.3071 N 6 20.3 0.406 0.833 1.048 0.087 0.3937 O R E P E R C O L A T 1 O N RAINFALL = % OF TOTAL PRECIPITATION C avg :1.00 FROM TYPE "B" UNDEVELOPED Q100= I loo uCwgxA TOTAL AREA = 3.1 'AC VOLUME--Q x 3600 / 43560 = AC.FT/HR TOTAL STORAGE. CF)= 17149.79 STORAGE PER ACRE (CF /AC)= 5532.19 u 11 STORKWATER STORAGE AREA 1, COM1Vi -RCYAL a „.,ROGRIAPH USE RCFCD HYDROLOGY MANUAL PLATE E-53 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 100 -YEAR 6 -HOUR PERCIPITATION = 2.51' 9/16/2003 PERIOD 30 Min. % • RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AP-FT-) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 3.6 0:090 0.816 0.228 0.019 0.0030 2 43 0.108 0.818 0.273 0.023 0.0255 3 4.8 0.120 0.819 0.305 0.025 0.0507 1 4 4.9 0123 0.820 0.311 0.026 0.0764 G 5 5.3 0.1.33 0.621 0:337 0.028 0.1043 N 6 5.8 0.145 0.822 10.169 0.031 0.1:348 O 7 6.8 0.170 01823 0.434 0.036 0.1707 R 8 9.0 0.225 0.825 0.575 0.048 0.2:183 E 9 11:6 0.290 0.828 0144 0:062 0.2798 10 14.4 0.360 0.831 - 0.927 0.077 0:3564 P 11 25.1 0.628 0.842 1.638 0.135 0.4918 E 12 4.4 0.110 0.818 0.279 0.023 0.5148 R C O A O N NFALL = % OF TOTAL PRECIPITATIO .. C avg :1.00 FROM TYPE "B" COMMERCIAL 00 =1100 x C avg. x A rVOILUME=Q TOTAL AREA 3.1 AC x 3600 1 43560 = AC.FT/HR . TOTAL STORAGE CF):i ' 22425.99 STORAGE PER ACRE (CF /AC )= 7234.19 11- - : SgORMW TfER'ST " "GE. AtREA`- 1C1RCIAt> USE RCFCD HYDROLOGY MANUAL PLATE E-5.9 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPTTATION = 4 " 811512003 PERIOD HOUR % RAINFALL (IN/HR) C Q C.FJ. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL STORAGE (AC.FT.) 1 1.2 0:048 0.815 0.121 D.010 0:0030 2 1.3 0.052 0.817 0.132 0.011 0.0139 3 1.8 0.072 0.818 0.183 0.015 0.0290 1 4 2.1 0.084 0.819 0.213 0.018 0.0466 G 5 2.8 0.112 0.820 0.285 0.024 0.0701 N 8 2.9 0.116 0.821 0.295 0.024 0.0945 O 7 3:8 •0.452 0.822 0.387 0.032 0.1265 R 8 4.6 0.184 0.824 0.470 0:039 0.1654 E 9 6.3 0.252 U26 0.645 0.053 02187 10 8.2 0.328 0.831 0.845 0.070 0.2885 P 11 TO 0.280 0.829 0.720 0.059 0.3480 E 12 7.3 0.292 0430 0.75.1 0.062 0.4101 R 13 10.8 0.432 0.835 1.118 0.092 0.5025 C 14 11.4 0.456 0.838 1.185 0:098 0.6004 O 15 10.4 0:416 0.834 1.076 0.089 0.6893 L 16 8.5 0.340 0.832 0:877 0.072 0.7618 A 18 1.9 0.076 0.818 0.193 0.018 0.7894 1 19 1.3 0.052 0.817 0.132 0.011 0.8003 O 20 1.2 0.048 0.815 0.121 0,010 0.81.03 N '21 1.1 0.044 0:814 0.111 0.009 0.8195 22 1.0 0.:040 0.813 0.101 0.008 0.8278 23 0.9 0.036 0.812 0.091 06007 0.8353 24 0.8 0.032 0.811 0.080 0.007 0.8420 ' RAINFALL = % OF TOTAL PRECIPITATIO C avg.:1.00 FROM TYPE B" COMMERCIAL Q100a1100xC .xA TOTAL AREA 3.1 JAC VOLUMES x 3600 1 43560 = AC.FTMR TOTAL STORAGE: 0.8420 x 43,560= 36,678 CF STORAGE PERACRE: WAYS 13.10 =11,832 CF /AC i I� STORMWA'I'ER'STORAGE 1, GOLF H'rn�aocis USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 100 -YEAR 3 -HOUR PERCIPITATION = 2 " 9/16/2003 PERIOD 30 -Min. % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. Fr.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 8:5 0.170 0.120 0.347 0.029 0.0030 2 -10.0 0.200 0.140 0.476 0439 0.0423 3 119 0.278 0.1$0 0.851 0.070 0.1.126 1 4 17.4 0.348 0.223 1.31.9 0.109 0.2217 G 5 29.9 0.5,98 0.325 3.304 0.273 0.4947 N 6 20.3 0.406 0.250 1.126 0.143 0:6373 O _ R E P E R C O L A T O N RAINFALL = % OF TOTAL.PRECIPITAT10h C avg : 1.00 FROM TYPE "B" UNDEVELOPED 01.80=1'100 x C avg x A TOTAL AREA = 17 AC VOLUMEW410600 143560 = AC.FTIHR TOTAL.STORAGE (CF)= 27762..11 STORAW PER ACRE (CF /AC) =. 1633.07 I I I I I I I STT )W;AM-R-'.S ' T-ORAGE A'RFA- I, GOLF HYDROGRAPA USE RCFCD HYDROLOGY MANUAL PLATE E-5.9 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100-YEAR 6-HOUR PERCIPITATION = 2.5 9/16/2003 PERIOD 30 Min. % RAINFALL (INAW) C Q C.F.S. VOLUME (AC-FT-) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) .1 3.6 0,090 0.07.8 0.149 0.010 0.0030 2 4.3 :0.168 0.060 0.146 0.012 0.0101 3 4.8 0.1.20 0.100 0.204 0.017 0.0319 1 4..9 0.1-2-3 0.101 0.210 0.017 0.00-3 G -.4 5 5 1 .3 0.13 - 3 0.110 0.248 0.020 0.0690 N 6 5..8 0.14-0 0.114 0.281, 0.023 0.0930. 0- 7 6.8 0.170 0.120 0.347 0.099 0.1217 R 8 9 0 0.226 0.141 0.539 0.045 0.1,663 E 9 11.6- 0.290 0.190 0.937 0.077 0.2417 10 14.4 0.1360 0.230 1-408 0.116 0.3600 P 11 25.1 0.628 0.312 3.542 0.293 .0.6527 E 12 4A 0.110 0.090 0.168 0.014 0,9666 R C 0 A 0 N RAINFALL = % OF TOTAL PRECIPITATIOb C ay A: 1.00 FROM TYPE "Bn UNDEVELOPED QIOO=tlooxcavgxA TO . TAL AREA= AC VOLUME--Q x 3600143560 = AC.FT /HR TOTAL STORAGE -(CF)* 29037.43 MRAGE PER ACRE -(CFIAC-)F 1708.08 • - - . HYDROGRAY)i. USE RCFCD HYDROLOGY MANUAL PLATE E-59 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION = 4 " 8/19/2003 PERIOD HOUR % RAINFALL C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.048 0.045 0.037 0.003 0.0030 2 1.3 0.052 0:046 0.041 0.003 0.0064 3 1.8 0.072 0.055 0:,067 0.006 0.0119 1 4 2.1 0.084 0.065 0.093 0.008 0.0196 G 5 2.8 0.112 0.080 0.152 0.013 0.0322 N 6 2.9 0.11.6 0.081 0.160 0.013 0.0454 0 7 318 0.152 0.118 0.305 0.025 0.0706 R 8 4.6 0.184 0.128 0.400 0.033 0.1037 E 9 6.3 0.252 0.178 0.763 0.083 0.1667 10 8.2 0.328 0.220 1227 0.101 0.2681 P 11 7.0 0.280 0.190 0.904 0:075 0.3428 E 12 7.3 0.292 0.192 0.953 0.079 0.4216 R 13 10.8 0.432 0.265 1.948 0.161 0.5824 C . 14 11.4 0.456 0268 2.078 0.172 0:7541 0 15 10.4 0.416 0.253 1.789 0.1.48 0.9020 L 16 815 0.340 0:222 1.,283 0.106 1.0080 A 18 1.9 0.076 0.056 0.072 0.006 1.0180 I • 19 1.3 0.052 0.046 0.041 0.003 1.0213 0 20 1.2 0.048 0.045 0.037 0:003 1.0243 N 21 1.1 0.044 0.044 0.W'3 0.003 1.0271 22 1.0 0.040 0:042 0:029 0402 1,0294 23 0.9 0.036 0.036 0.022 0.002 1.0312 24 0.8 0.032 0.032 0.017 0:001 1.0327 RAINFALL = % OF TOTAL PRECIPITAT10i C :1.00 FROM TYPE 00" UNDEVELOPED 0100- 1100xCa xA TOTAL AREA = 1.7 AC VOL' UME=Q x 3600/43560 a AC.FTMR TOTAL STORAGE: 1.0327 x 43,580= 44.984 CF STORAGE PER ACRE: 44.984 / 17.00 a 2,648 CF /AC 7 AN 1 STOR"%I WSTORAGE AREA I, MOj I HOME : ' AMW (CASITAS) IiYDRU:GRAPBf USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100 -YEAR 3 -HOUR PERCIPITATION = 2 " 9/16/2003 PERIOD 30 Min. % RAINFALL (IN/FIR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC:FT.) NET CUMUL. STORAGE (A.C:FT.) 1 8.5 0.170 0.707 1.421 0.117 0.0030 2 10.0 0.200 0.711 1.6.81 0.139 0.1419 3 13.9 0.278 0.720 2366 0196 0.3374 1 4 17.4 0:3,48 0.730 3.003 0.248 0.5856 G 5 29.9 0.598 0.753 5.322 0.440 1.0255 N 6 20.3 0.406 0.735 3.527 0.292 1.3170 O R E P E R C O L A T O N RAINFALL = % OF TOTAL PRECIPITATIO C avg :1.00 FROM TYPE "B" Home Park (Casitas 0100 =1100 x C avg. x A TOTAL AREA = 11.82 AC VOLUME =Q x 3600 / 43560 = AC.FT /HR TOTAL STORAGE (CF)=. 57367.55 STORAGE PER ACRE (CF /AC)= 4853.43 I I I I u I I I I STWOR,M)WATERSTORAGE AMA 1, MOBILE ROME-.PARK ,(CASr-,1rAS) WYIDROGRAPH USE RCFCD HYDROLOGY MANUAL PLATE E-5.9 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100-YEAR 6-HOUR PERCIPITATION = 2.5 9/1612003 PERIOD 30 Min. RAINFALL (IN C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC TT.) PERC. (ACYT.) NET CUMUL STORAGE (AQFT.) 1 3.6 0.090 0.680 0.723 0.0160 2 4.3 0.108 0:608 1 0.8 , 87 0.013 0.0763 3 4.8 0.120 0.700 0.993 0.0,82 0.1584 1 4 4.9 0.123 0.702 1.016 0..084 0.2424 G 5 5.3 0.133 0.703 1.101 0.091 0.3334 N 6 5.8 0.145 0.704 1.207 0.100 0.4331 0 7 6.8 0.170 .0.708 1.423 0.11t 0.5506 R e 0..0 0.225 0.112 1.894 0:1,56 0.7071 E 9 11.6 0.290 0.121 2.471 0.204 0;9114 10 14.4 0.360 0.732 3.115 0.267 1.1688 p 11 25.1 0.628 0.7610 5,637 0.466 1.6347 E 12 4.4 0.110 0.699 0.909 0.075 1.7098 R C 0 A -----T-- 0 N RAINFALL = % OF TOTAL PRECIPITAT-10h C avg 1.00 FROM TYPE "B" Home Park_(Casitas) Q100 = 1100 x C avg. x A TOTAL AREA 11.82 AC MAP" 143560 = AC.FTIHR TOTA-L STORAGE (CF)ii 74478.28 jVOLUME=Q43W STORAGE PER ACRE (CFIAC)= 6301.04 � t- � I � I = 5'TORMWA�TER 3{ RAGE - a!`];1�I1J 1 ��OA��P� y(CA;S1TAS) • • . � - .. - - - HYDROCI�AkH � . USE RCFCD HYDROLOGY MANUAL PLATE E-5.9 FOR RAINFALL PATTERN PLATE E-5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION a 4!' W1512003 PERIOD HOUR % RAINFALL (IN/HR) C Q I C.F:S. VOLUME (AC. FT.) PLUS PREY. STORAGE ACTT.) PERC. (AC.FT.) NET CUMUL STORAGE (AC.FT.) 1 1.2 0.048 0.685 0.389 0:032 0:0030 2 1.3 0.052 0.687 0.422 0.035 0.0379 3 1.8 0.072 0.68.9 0.586 0.048 0.0864 1 4 2.1 0.084 0.690 0:685 0,057 0.1430 G 5 2.8 0.11.2 0.698 0121 0 :076 0.2191 N 6 2.9 0.116 0:696 0.954 0:079 02980 O 7 3.8 0.152 0.703 1:263 0.104 OA024 R 8 4:6 0.184 0:705 1:533 0.127 065291 E 9 6.3 0.252 0117 2.1.36 0.177 017056 10 8.2 0.328 0.725 2.811: 0.232 0.9379 P 11 7.0 0.280 0.720 1 2:383 0.197 1.1348 E 12 7.3 0.292 0.722 2:492 .0.206 1.3408 R 13 10.8 0.432 0.738 3.7.68 0.311 1.6522 C - 14 11:4 0.456 0.7,.40 3:989 0:330 1.98:1.8 O 15 10:4 0:416 0:735 3:614 0:299 2:2805. L 16 8.5 0.340 0.730 2:934. 0.242 2.5230 A IA 0;455 18 1:9 0 :076 01-609 0:619 0:051 20117 1 19 1.3 0.052 0:687 OA22 0.035 24466 O 20 1.2 0.048 0 :685 0:389 0.032 2:6787 N 21 1:1 0.044 0.684 0.356 0.029 2:7081 22 1.0 0:040 0:692 0.322 0:027 2:7348 23 0.9 0.036 0.680 0.289 0.024 2.7587 24 01 0.032' 0:878 0.266 0.021 .2:7789 ' RAINFALL = % QP TAL PRECIPITATIO C avg :1.00 FROM TYPE'"W Home Park (Cas" 0100= 1100xC.avgxA TOTAL AREA= I 11.82 AC VOLUMEcA x % O = AC.FT/HR TOTAL STORAGE: 2.7799 x 43,§60= 121.092 CF STORAGE PER ACRE:- 121,002 11 t82 =10,245 CF /AC i i i PORTION OF AREA 15 @ DR Y MANHOLE HOLE 1 W & 18 W ADDEND UM TO TRA CT NO. 31681 -4 MASS GRADING RETENTION BASINS DATED FEB. 1592006 �udsvig �iagtnee�a� ' 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 SCALE i ;.... ... _ .. i K STORAGE USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION = 4.511 8/16/2007 PERIOD .HOUR % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREV. STORAGE (AC.FT.) PUMP ONLY (AC:FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.054 0.245 0.393 0.032 0.0324 0.0324 0.0000 2 1.3 0.059 0.250 0.434 0.036 0.0359 0.0359 0.0000 3 1.8 0.081 0.255 0.613 0.051 0.0506 0.0506 0.0000 4 2.1 0.095 0.265 0.743 0.061 0.0615 0 :061.5 0.0000 5 2.8 0.126 0.285 1.065 0.088 0.0880 0.0737 0.01.44 6 2.9 0.131 0.287 1.111 0.092 0.1062 0.0737 0:0325 7 3.8 0.171 0.298 1.512 0.125 0.1575 0.0737 0.0839 8 4.6 0.207 0.315 1.935 1 0.1.60 0.2437 0.0737 0.1701 9 6.3 0.284 0.343 2.885 0.238 0.4085 0.0737 0.3349 10 8.2 0.369 0.345 3.777 0.312 0.6470 0:0737 0.5734 11 7.0 0.315 0.360 3.365 0.218 0.9515 0.0737 0:77 -78 12 7.3 0.329 0.365 3.558 0.294 1.0718 0.0137 0.9982 13 10.8 0.486 0.408 5.883 0.486 1.4844. 0.0737 1.41.07 14 11.4 0:513 OA-15 6.317 1 0.522 1:9328 0:0737 1.8.591 15 10.4 0.468 0.405 5.624 1 0.465 2.3239 0.0737 2.2502 16 8.5 0.3_83 0.383 4:347 0:359 2.6094 0.0737 2:5358 17 1.4 0:063 0.248 0.464 '0:038 2:5741 010737 2 :50,05 18 1.9 0.086 0.256 0.649 0.054 2.5541 0.0737 2.4805 1.9 1.3 0.059 0.250 0.434 0.036 2.5163 0.0737 2.4427 20 1.2 0.054 01245 0393 0.032 2.4751 0.0737 2.4015 21 1.1 0.050 0.244 0.358 1 0.030 2.4311 0.0737 2.3574 22 1..0 0.045 0.242 0.323 0.027 2.3841 0.0737 2.3105 23 0.9 0.041 0.241 0.290 0.024 2.3344 0.0737 2.2608 24 0.8 0.036 0.240 0:256 0.021 2.2820 0.0737 2.2083 3.862 1 1.6534 RAINFALL = % OF TOTAL PRECIPITATION lCav : 1.00 From Type "B" w/24% Coefficient Curve Q100 = 1 100 x C av x A PERCOLATION-RATE- 0:1667 FT /HR TOTAL AREA = 29.67 AC Volume = 0 x 3600 143560= Ac -Ft/Hr TOTAL STORAGE= 99402.493 CF STORAGE PER ACRE = 3350.2694 CF /AC 1 1 1 1 1 , HOLE 18 RETENTION BASIN 8- 1.6-07 (1.00 Year Storm Elev. ft. Area S.f- Area a.c. Volume ac-;ft Cuml. Volume ac.ft Pump Only, Ac.ft/Hr 418 2616 0.060 0A737 0.11.00 0.1100 419 6963 0.160 0.0737 0.2097 •0.3197 420 11.309 1 0.260 0.0737 043360 0.6557 421 17966 0.412 0:0737 0.4763 1.1320 422 23528 0.540 0.0737 0.6177 1.7497 423 30282 0.695 0.0737 0.7727 2.5224 424 37036 0.850 0.0737 0.9538 3.4761 425 46056 1.057 0.0737 0.5287 4.0048 426 55075 1.264 0.0737 1.4233 5.4280 427 68919 1:582 0.0737 0.7911 63191 Max. Net cum. Storage- = 6.2191 Ac.Ft. W.&E. = 427' Pum Rate =1 0.07365 Ac -Ft/Hr Required Storage= 2.54 Ac -Ft • W.S.E.= 424.01 Ft C; �r�,��'' � _�"M '�� Gc�i.�$�iC?c"� s� ��e' � � i r�T' ; h,y _ { •� .•ir .. a �/} � (5�j'` 7r x� i Lti��i?'Sn s� Y, . 0 "�,W5#�t*i � 7 F e � F � Y�..'°Y.�?2 'S u II iTdAY ✓O,i.�rPKL�S��_"�t 7L� 'iS - �, �._ l�4c � 'OTp w�x`� �-s�bn.s �' yg "'-A . h r-S ' ' k 7 ."a -'��'V.,'iC"a: d"R ° '"� e.�i �. '��e1'`` R ,� ° +4t' � - 5 � �` :ag.. :°�`%' a a.?r+sp . ,�wy#'; ¢° � ^ � ' � �9 1;0,21-17114,z-,11 USE RCFCD HYDROLOGY MANUAL PLATE E -5.9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION = 4.5 " 8/15/2007 PERIOD HOUR % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREY. STORAGE (AC.FT.) PERC. (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0:054 0.245 0.393 0.032 0.0520 2 1.3 0.059 0.250 0.434 0.036 0.0879 3 1.8 0.081 0.255 0.613 0.051 0.1385 1 4 2.1 0.095 0.265 0.743 0.061 0.1999 G 5 2.8 0.126 0.285 1.065 0.088 0.2880 N 6 2.9 0.131 0.287 1.111 0.092 .0.3798 O 7 3.8 0.171 0.298 1.512 0.125 0.5048 R 8 4.6 0.207 0.315 1.935 0.160 0.6646 E 9 6.3 0.284 0.343 2.885 0.238 0.9031 10 8.2 0.369 0.345 3.777 0.312 1.2152 P 11 7.0 0.315 Q- 360 3.365 0.278 1.4933 E 12 7.3- 0.329 0.365 3.558 0.294 1.7873 R 13 10.8 0.486 0.408 5.883 0.486 2.2735 C 14 11.4 0.513 0.415 6.317 0:522 2.7956 O 15 10.4 0.468 0.405 5.624 0.465 3.2603 L 16 8.5 0.383 0.383 4.347 0.359 3.6196 A 17 1.4 0.063 0.248 0.464 0.038 3.6579 T 18 1.9 0.086 0.256 0.649 0.054 3.7115 1 19 1.3 0.059 0.250 0.434 0.036 3.7474 O 20 1.2 0.054 0.245 0.393 0.032 3.7798 N 21 1.1 0.050 0.244 0.358 0.030 3.8095 22 1.0 0.045 0.242 0.323 0.027 3.8362 23 0.9 0.041 0.241 0.290 0.024 3.8601 24 , 0.8 0.036 0.240 0.256 0..021 3:8813 3.862 RAINFALL = % OF TOTAL PRECIPITATION C avg : 1.00 FROM TYPE "B" S.F. 1/2. A.C. 0100= 1100xCav xA TOTAL AREA = 29.67 AC Volume = Q x 3600 /43560= Ac -FVHr TOTAL STORAGE= 169068.4 CF STORAGE PER ACRE = 5698.29458 CFIAC y RETENTION BASIN AREA @ HOLE 18W PORTION AREA 15 100 yr .24 =hr W124% Coefficient Curve 8116/2007 Elev. ft. Area S.f. Area a.c. Volume ac -ft Cuml. Volume ac.ft Perc. AC.tUHP 418 2616 0.060 0.1100 0:1100 419 6963 0:1.60 0.2097 0.3197 1 420 11.309 0.260 0.3360 0.65.57 G 421 17966 0.412 0.4763 1.1320 N 422 23528 0.540 0.6177 1.7497 O 423 30282 0.695 0.7727 2.5224 R 424 37036 0.850 0.9538 3.4761 E 425 46056 1.057 1.1608 4.6369 426 55075 4.264 Max. Net cum. Stora e = 4.6369 Ac.Ft 426 ELEV. Required Storage= 3.862 Ac -Ft ; W.S.E: 425.33 Ft �` .ti. a., 'd , #q t �, - `, ` ti•n .,k� ' i 4 ti f tf a n 0 3 t i a rt sy. F •A ' tt ��Yi t W i [�yf F r °lt��+�'.•``d', 1kp ' t.A' C� 5! r #' t � I I' "e�y °i� ",q.,'k�,�r' " �'. r *r k�. '.Fy4l�'YA �,;,�yt '.e` � , � �.� r � � F� � �` Si`•.�. $f'➢� ',9 d y �., '��,F'. ,ry, r ar t - +" � ia• a � ,,� � USE RCFCD HYDROLOGY MANUAL PLATE E -5:9 FOR RAINFALL PATTERN PLATE E -5.6 INDICATES 100 -YEAR 24 -HOUR PERCIPITATION = 4.511 8/6/2007 PERIOD HOUR % RAINFALL (IN/HR) C Q C.F.S. VOLUME (AC. FT.) PLUS PREV. STORAGE (AC.FT.) PERC. & PUMP (AC.FT.) NET CUMUL. STORAGE (AC.FT.) 1 1.2 0.054 0.245 0.393 0.032 0.0324 0.0324 0.0000 2 1.3 0.059 0.250 0.434 0.036 0.0359 0.0359 0.0000 3 1.8 0.081 0.255 0.613 0.051 0.0506 0.0506 1 0.0000 4 2.1 0.095 0.265 0.743 0.061 0.0615 0.0615 0.0000 5 2.8 0.126 0.285 1.065 0.088 0.0880 0.0837 0.0043 6 2.9 0.131 0.287 1.111 0.092 0.0961 0.0837 0.0124 7 3.8 0.171 0.298 1.512 0.125 0.1374 0.1003 0:0372 8 4.6 0.207 0.315 1.935 0'.160 0.1970 0.1003 i 0.0.967 9 6.3 0.284 0343 2.885 0.238 0.3352 0.1169 0.2183 10 8.2 0.369 0.345 3.777 0.312 0.5304 0.1169 0.4135 11 7.0 0.315 0160 3.365 0.278 0.6916 0.1424 0.5492 12 7.3 0.329 0.365 1558 0194 0.8432 0.1424 0.70.08 13 10.8 0.486 0.408 5.883 0.486 1.1870 0.1637 1.0233 14 11.4 0.51.3 0.415 6317 0.522 1:5454 0.1'637 1.3817 15 1-0:4 0468 0:405 5.624 0.465 1.8464 0.1895 1.6569 16 8.5 0.383 0.383 4.347 0.359 .2.0161 0.1895 1.8266 17 1.4 0.053 0.248 0.464 0.038 1.8650 0.1895 0.1637 0.1637 1.6755 18 1.9 0.086 0.256 0.649 0.054 1.7291 1.5654 19 1.3 0.059 0.250 0.434 0.036 1,.6013 1.4376 20 1.2 0.054 0.245 0.393 0.032 1.4700 0.1637 1.3063. 21 1.1 0.050 0.244 0.358 0.030 1 .3359 0.1637 1.1722 22 1.0 0.045 0.242 0.323 0.027 1.1989 0.1637 1.0352 23 0.9 0.041 0.241 0.290 0.024. 1.0592 0.1424 0.9168 24 0.8 0.036 0.240 0.256 0.021 0.9380 0.1424 0.7956 3:862.. _ 3.0662 RAINFALL = % OF TOTAL PRECIPITATION C avg : 1.00 FROM TYPE "B" S.F. 1/2 A.C. 0100 =11.00 x C avg x A PERCOLATION RATE= 0.1667 FT /HR TOTAL AREA = 29.67 AC Volume = 0 x 3600 /43560= Ac -Ft/Hr TOTAL STORAGE= 40857.853 JCF STORAGE PER ACRE = 1377.0763 CF /AC HOLE 18 RETENTION BASIN 8 -6-07 100 Year Storm) 3 6 Elev. ft. Area s.f. Area a.c. Volume ac -ft Cuml. Volume ac.ft Perc. +Pump Ac.f /,Hr 418 2616 0.060 0.08.37 0:1100 0:1100 419 6963 0.160 0.1003 0.2097 .0.3197 420 11309 0.260 0.1169' 0.3360: 0.6557 421 17966 0.412 0.1424 0:4763 11320 422 23529 0.540 0.1637 0.6177 1.7497 423 30282 0.695 0.1895 0.7-727 2.5224 424. 37036 0.850 0.2154 0.9538 3.4761 425 46056 1.057 1. 0.2499 0.5287 4.0048 426 55075 1.264 0.2844 1.423.3 5:4280 427 69919. 1:582 0:3374 0.7911 6.2191 Max. Net cum. Story e = 6.2191 Ac.Ft. W.S.E. = 427' Perc. Rate = I 0.1.667. Ft/Hr Pump Rate =1 0.07365 Ac -Ft/Hr col. 6 = 2 "7hr /12 * col. 3 Required Storage= 1.8266 Ac -Ft; WSE= 423.10 Ft T -s rz i . ? rte. .l h 1 4 f � � L � ` 1 ✓ x �fi e CIVIL ENGINEERING: SURVEYING 109, EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92410 y TELEPHONE 909 =884 -8217 FAX 909- 889-0153 n V. i .. ... . .. .,..:.err• -: , - .. . „<• i N s I �� 1 } �. 3 _ _ _ _ � _ { I i F L 1 1 1 1 TRACT NO. 31681-41 O"ROLOGY/HYDRAULIC ICALCULATIOl�S ANDALUSIA @ CORAL MOUNTAIN CITY OF LA QUINTA_ June 1, 2007 4L a.P �j tc A CORPORATION CIVIL ENGINEERING: SURVEYING:PLANNING:ARCHITECTURE 109 East 3rd Street Tel: (909) 884 -8217 San Bernardino, CA 92410 fax: (909) 889 -0153 r..... i TABLE OF CONTENTS ITEM PAGE 1. DISCUSSION AND SUMMARY ...... ............................... 1 2. PROJECT SITE MAPS ................... ............................... 2 3. SOIL GROUPS & MAP .................. ............................... 3 -5 4. 100 -YEAR, 1 -HOUR ISOHYTALS MAP ............................ 6 5. HYDROLOGY INPUT TABLE ........ ............................... 7 -12 6. CIYILD /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 .. ............................... a ..................2.61 -265 10. TYPICAL STREET CROSS SECTION AND STREET CAPACITY TABLES ....................... ............................266 -304 11. DRAINAGE MAPS ...... ............................... Back Pocket 305 � s II XI-40 6y / l� A,0,4 (1� 45 AXv..,,(d b p.riC tl� md +11 l 1 5 jea )6Y T a► S At i-7 l podi dl; cor -..� \ toy � --�. X-C. 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: Offsitecun -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 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 Coun Hydrology Manual, assuming: too- Y a) 100 year storm frequency. b) 1 -hour rainfall intensity= 1.60 in/hr. O~ y c) Slope on the intensity duration curve = 0.58 . J 1 ,/ d) Residential cover@ commercial & 3 - 4 u.p.a. � / 4c"f • I • ` Ro�rX 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;�s t 3. A Manning's roughness coefficient of 0.015 for the street & parkwa Vc av \� OLO V , CONCLUSION: \_---Analysis indicated that the proposed street sections within Tract 31681 -4 have the capacity � 6( mw" Y carry the 10 & 100 -year storm flows with the help of the adjacent landscape swales. Due to theft+► non - standard Curb_, the 10 -year storm flows jumps top of curb and therefore reduces street �1 -11 4 capacity at curb F(City has agreed —to—allow-1-0--y ear 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. 0 TA=12. —Sog and water featweg r[Absence of an entry indicates and "The ynbal Sea text less ; > �eg�a and e�arh �� as °6gres�,°D and lo 906 name Hegidioc ° Pbo� High waW table r map symbol group Frequency Duration months Depth Mud Months Depth Hardness za r d- 11�w pgta: BP. 1 r Bull - tEE--------- - - - - -- B Ron - - - -- ------- - - - - -- ------ - - - - -- >0.0 -- •--- - - - - -- ----- - - - - -- >� -- V D_ -------- - - - - -- A Ron_ - - -- ------ - - - - -- ----- - - - - -- >8.0 ------- - -- - -- ----- - - - - -- >--- - • - - - -- • --- - mb®ariant: ----- • - - - - -° ---- - - - - -- >� -- -• - - -- G N r �� ccc ----------------- A ease------- ______________ ____________ >6.0 ___ _____ >eo Carsitm. ChC, CkB. A Non - - - -- ------- - - - - -- - ---- - - - - -- >8.0 - - --- - - - - -- - ------------ >60 ---- - - - - -- 'CFB_--------- - - - - -- A None --------------- - - - - -- ---- - - - - -- 8.0 -4.0 Ap t.__ Jan- __ >60 --- ----- Carsitas Variant: Cm6, CmF ----------- C Nona -------------------------------- >8.0 ------------ -- •- - - - - -- 8-20 Rippable. r Chuekavralls: - - -- ------- - - - - -- --- - - - - -- ---- - - - - -- - - --- - - - - -- -- - - - - -- Co6, CoD, CnC, Cni:. >3 1Noae_ >B.0 >80. _ r a CpA.CpB,CsA_ - - -_ 3 M'eon arra - - - -- ----- >8.0 - � - -- >60 --- - - - - -- --------- - - - - -- - - - -3.-50 -- - - - - -- ------ >60 -------- Fh�vaquents: Fe_ -___ t----- _ - - - - -- D Frequent -- leery long_ -- Apr-Sep---- 0.5 -2.0 Apparent`__ Jan- Ae�_ -- >60 ---- - - - - -- r�uve -- _ - - - -•_ - -- - - - - -- ------ - - - - -- ---------- �__ °_ A� fiery oriel_ .Jan -D�_ >a.o >eD fig,G6B, GeA Here-- - - -- -------- - - - - -- ------ - - - - -- >6.0 - - -- -- >� --- - - - - -- �, - --- - - - - -- - - - - -- - - , ,f -- PToae_ 8.0 -8.0 • Ap�,eeat__ Api►i?+a�_ >80 ' Gravel pits and dumps: G�P*.�1 �res� --- -- - -- - - - -- D None - - - - -- -------------- ------------ >8.0 -------------- ------------ >60 --- - - - - -- IEA -------------------- D Alone - - - - -- -------- - - - - -- ----- - - - - -- 1.0 -+8.0 Apparent - -- JaD- - -- >60 ---------- ImInIperwa1 nrt - - - - -- D None --------------------------------- >8.0 -------------- ----- - - - - -- >W --- - - - - -- Gnllied lad part, ' of LaWfu p r6 __ D bone - - -- -------------- ----- - - - - -- 1.54.0 Apparent---- Jan - Dec___ >60 - -- - - - - -- land parL - IP. Is--------- - - - - -- ]None ------ ------- - - - - -- ------------ >8.0 -------------- - -- -- :�Go ---- - - - - -- FI!, It ------- - - - - -- None ------ -------------- ------ - - - - -- 3.0 -6.0 Apparent_ • -- Jan - Dee - -- >60 --- - - - - -- thio Torripsamments: ic Lithithip engs rt. 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Rational- Hydrology Study Date: 12/06/06 File:A31681PHASE4.out f----------------------------------------------------------------------- 100 -YR STORM ANALYSIS ANDALUSIA AT CORAL NOUNTAIN 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 t Program License Serial Number 4070 .; '.. ------=---=----------------------r-------------------'------------------- Rational Method Hydrology Program based on ` - Riverside County Flood Control & Water Conservation District' ' 1978 hydrology manual,. -_ Storm event . (year) • _ , 100.00 Antecedent Moisture: Condition = T2 - Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. 7 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) . r Storm event year = 1000 , Ty Calculated rainfall intensity data: f 1 hour in_ tensity = , 1. 600 (In /Hr) i Slope of intensity duration curve = 0.5800 ,' r ti -? 1 � I � I 1 1 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station C: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)] ^0.2 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 Total initial stream area = 1.780(Ac.) Pervious area fraction = 0.100 /6" F +++++++++++++++++++++++++++++++++++++-F t++++- + + + + + ± + + ± �t + + + + + + + + + + ± + + + + + - - -� 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 = 1060.0.00(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 11.284(CFS) Depth of flow = 0.521(Ft.), Average velocity = 2.335(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 21.790(Ft.) Flow velocity = 2.33(Ft /s) Travel time = 7.5.7 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 De pth- _of__flow- 0_.588_(Ft.) , Average velocity 2 -.557 (Ft /s Flow width (from curb towards crown)= 25.133(Ft.) 169 +++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + +, + +± + ± + +_+ + +_ + + + + + + +L Process from Point /Station 2 '.00O-t6 Point /Station 3.000 **** CONFLUENCE OF MINOR STREAMS * * ** Along Main Stream number: 1 in normal stream number 1 Stream flow area = r5.. _ 6- 0 (Ac'.,) —•- - -- j Runoff from this stream _._ �16..3.:71.(CFS) Time of concentration = 20.3.9'min. Rainfall intensity = 2.992(In /Hr) l-7 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station �_4_0.OD__to Point /Station 5..0.00 - - -. -- * * ** 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) *[(1ength^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) = 56.00 Pervious area fraction = 0.100;_ Impervious fraction = 0.900 r— Initial subarea runoff = 7.734_(CFS)__ Total initial stream area = 2.250(Ac. }, Pervious area fraction = 0.100 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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(CPS) for 3.550(Ac.) -�__ -- --_�- Total runoff = 17.128(CFS) Total.area = 5.800(Ac.) i Street flow at end of street = 17.128(CFS) Half street flow at end of street 17.128(CFS) Depth-of - -f -low -= = - 0.595 (Ft.,),, --Average - velocity-- - -2 -- 604- (Ft/s -), Flow- width- (from curb towards- crown-)-= -- -2'5 479 (Ft ) - - - - -- — J�f ++++++.++++++++++++++++++++++++++++++++_ + + + + + + + + + + + + + + + + + + + ± + ± + + + + + + + +± _ 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.)'j 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. W ++++++++++++++++++++++++++++++++±±±�+f + ±� + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 6.000 to Point /Station 3.060 * * ** 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-co , nfluende: Flow rates before confluence point: 16.371 1;:128 Area of streams before confluence: 51. 6 8 5 . 800 Results of ,confluence: Total--"flow rate = 33.448(CPS) Time ofl concentration = 20.328 min. Effective stream.area after confluence = 11.480(Ac.) 'ti/ 2-r +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ {4 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 = 23.870(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 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. ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + +t + + + + + + + + + + + + + + ± + ++ . 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 I� I � 23 +++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + +_ ± +± ±+++++++_++-+_+++++_++++.+++++++++_- Process from Point /Station 8.0.0.0..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 = 0.0.8756 s(percent)= 8.76 TC = k(0.480) *[(1ength^3) /(elevation change)]°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 = 0.0.00 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.)j Pervious area fraction = 0.800 24 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. Rainfall intensity = 5.205(In /Hr) r IZ 5 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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) *H length^3) /(elevation change) ]A0.2 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(C_FS)-" 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 * 0.477 = 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.) +++++++++++++++++++++++++++++++++++++++ + ± + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ - - -J Process from Point /Station 9.000 to Point/Station, 11.- 000 - **** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream 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 ... 6.7,7 (CFS) Nearest computed pipe diameter = 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. i �� r s ++++++++++++++++++++++++++++++++++++++±.±±+ ± ± + Process from_Point /Station, _ '9.00 , 0 to. Point /Station __11,00 * * ** 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) 2q ++++++++++++++++++++++++++++++++++++++++++++++++ +-F-F.... + + + + + +f + + + +_ + + + +_ .... ,, Process from Point /Station (12.000 t_o_Point /_Station_____._ 11_.0.00 * * ** INITIAL AREA EVALUATION * * * *�- Initial area flow distance = 996.000(Ft.) Top (of initial area) elevation = 47.500(Ft.) Bottom (of initial area) elevation = 33.9,80(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 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 Initial subarea runoff = �5.200(CFS) `1 Total initial stream area = -- 1.790(Ac.) Pervious area fraction = 0.500 . year storm = 0.500 '30 +++++++++++++++++++++++++++++++++++++++++++ _ + + + + + + + + + + + + + + +_ +_ + + + +_ + + + + + ++ Process from Point /Station - 12.000 to Point /Station 11.00 * * ** 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) C ,3/ ++++++++++++++++++++++++++++++..tt..+++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 1.13. 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 = 0.03851 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; Imper_vio_us fraction = 0.200 Initial subarea runoff = �2.i'7(CFS) _ Total initial stream area = L— 0- .630(Ac.) Pervious area fraction = 0.800 '' ' +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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 ••-°- 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 .20 2.177 2.177 Area of streams,-before-confluence: 2.2.50 -� 1.790 0.630 Results of confluence: 1 Total'flow' rate = 10.221(CPS) Tim', e of- "concentration = 7.916 min. r Effective stream area after confluence•= 4.670(Ac.) ,. I� ' ++++++++++++++++++++++++++++++++++++++±+ + + + + + + + + + + + + + + + + + + + + + ± ± + + + +_ + ++ 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. '1 1 � 34 ++++++++• 1•+ ++ + + + + + + + + + + + + + + +++ + + + +,., ++ + +. t +±+ ± ++ + + + +_+ + + ± + + + + + + + + + + + + + + ++ t• ' ' Process from Point / Stat_ion 000' to Point /Station r . 7.000 • �, 411': ^ * * * *'CONFLUENC OE F MAIN,STR'EAMS'. * * *- 'The,following data inside Main Stream is listed: _ "In Main Stream number: 2 ` ;Stream flow area = 4.670(Ac.) a. Runoff from this stream _ 10.221(CFS) ' _ Time of ,concentration 7.98 min. ` r Rainfall intensity = 5.154(In %Hr) Summary of 'stream data: Intensity Stream. Flow rate TC' •Rainfall No. °'. (CFS) .(min) (In /Hr) r 33.448 20.56 2.978 ' 5 . 154 2 10.221 7.98 . . v `'.Largest stream flow has longer time of concentration ' . �h r•.. 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 : r 7 33.1448' 10.221 -'Area of streams.before confluence: , ' 11 .480 4.670 + ` *v - t Results of.confluence: - Total flow rate - 39.354 (C .., Time of concentration�='f X20 "556 min..- p� - i - = 0 Ac. 16.15 ) -nce ( Effective stream area •.after conflue J , T, End of "computations, -total study area = 16.15 (Ac.) ^� The following.figures may ' be used for unit hydrograph study of the same area.. ., .a / "' r .-Ar, averaged pevious area fraction(AP) _ 0.269 , ea ' Area averaged IRI index number = 56.0 ' r - i j j ., 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 - - - - -- J— - .. -------------------- -------------------------------------------- 100- YR-STORM ANALYSIS ANDALUSIA AT CIRAL MOUNTAIN L` y ~ B1,B2,B3,B4,B5,B6,B7,B8,B9 & B101*********.*** TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA - F ` FILE: B31681PHASE4.OUT ' t. - -- ---------------- - - - 4 i Hydrology Study Control Information English (in -lb) Units used in input data file "- --------------------------=---------,--------------------------=- - - - -,- F •. -, Program License Serial Number 4070 - '• , .. " A -------------------------------------- ' ---------------------------- - - - - -- - r .c • j Rational Method Hydrology Program based on . � ,' •++ Riverside County Flood Control & Water Conservation District ;. 1'•1978 hydrology manual' ,d .� << i' /_ '' ems. Storm event (year)_ - .100.00 Moisture Condition'= 2 .• ,Antecedent _ '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) '_'• 110 year storm 60 minute intensity = 0.980(In /Hr) .r. = ' k' 100 year storm 10 minute intensity 4.520 (In /Hr) •.; vt .,,. ?; .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 , . 'i • r` .'', 4 \d J - 1. � t C� /,�/) /`VU�_*] ; SS/ . . • i - • . ♦1 - ' 1 +++++++++++++++++++++++++++++++++++++�++++ + + + + + +- + + + + + + + + + + + + + + + + + + + + + +._ Process from Point /Station 14 .00_0__ to - Point /Station_ _ _ - _15_.000_ __ * * ** 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 37 � , i S a • • + + + + + + + + + + ++ ++++++++++++++++++++++++;+.+• .'''•t + + + ± ± + +�!'• + + ± + + +±+ ± + + + +• ' Process from Point /Station 15.000 ._to,,Point /Stati6n} _ 16.000 . STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * ** ' Top of street segment elevation = 4`4-: 800 (Ft .) �3,9:-900(Ft.) End of street segment elevation = `. +: k Length of street segment = �990:000jFt.) ' Height of curb above gutter flowline = %._8_. -0 (In -,) " t s Width of ,half street (curb to crown) = 32`000 (Ft -`)' .•. ' „Distance from crown to crossfall grade b�eakZ,= 18= 000.(•F .) ' -'Slope from gutter to grade break (v /hz) '� Slope from grade break to crown (v /hz) = 0.0 .20 Street flow is on [1) side(s) of the street � t Distance from curb to property line t8. 00(Ft..) , "Slope from curb to property line (v /hz) ' Gutter width = tl-500TFE-)3 c , +. Gutter hike from flowline M,,.r1':'500 (In'.') Manning's N,in gutter = 0.00 30 " �.•�ry Manning's N from gutter_ to grade break = 0- :_015.0 Manning's N from grade break to crown 070150 . • . Estimated mean flow rate,at midpoint of street = 15.214(CFS) `•` Depth of flow = 0.569(Ft.), Average velocity = 2.677(Ft/s) wj ` Streetflow _hydr.a.uli- cs_at_midpoint :of street travel: . Halfstrepe flow-width—=_- 23•.691- (- Ft_.,)1 " Flow velocity = 2.68(Ft /s) " Travel: time = 6.16 min. TC = 17.05 min. t, :Adding area flow to street COMMERCIAL subarea type !. Runoff Coefficient = 0:878 ' :S Decimal fraction soil group A = 0.000 Y ( Decimal fraction soil group B'= 1.000 Decimal fraction soil group C = 0.000 i 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 = 3.319(In /Hr) for a 100.0 year storm ' Subarea runoff = 16.736(CFS) for 5.740(Ac.)' Total runoff = 23.537 (CFS) Total-area- = 77530*.(Ac.) Street flow at end of street = 23 537(CFS)_ , Half street flow at 'end of street =`Y —23 537T(CFS)1' ? y r -Depth of_f 16 w 0`654'(Ft L)`;- Average 'velocty_k"" 2"981'(Ft /sj Flow width (from curb towards crown)= �`"'27'974'(Ft:') , +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + ± ± ± + + + + + + + + + + + + + + + + ++ Process from Point /Station `,, 6 -.000 to Point /Station 17.00.0 **** PIPEFLOW TRAVEL TIME (Program- estimat6d 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 =__ _23.53-7(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. .59 +++++++++++++++++++++++++++++++±++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ± ±± Process from P(Zint /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) ++++++++++++++++++++++++++++++++++++++++ _ + ± + + + + + + + + + + + + + + ++ + + + + + + + + + + ++ . 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) *[(lengt'h ^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 41 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 19.000 to Point /Station _17_. -0 -00- -� * * ** 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 = 0.900 Rainfall intensity = 3.128(In /Hr) for a 100.0 year storm Subarea runoff = 11.940(CFS) for 4.350(Ac.) _,_- _�r - -- - - - - -; Total runoff = 17.708(CFS) Total area -= 5.750- (Ac.)- Street flow at end of street = �,7.708(CFS -). Half street- f- l-ow -at- end -of- street - _-� ____-- 17.- 7U,(CFS) Depth of flow---= - - -0:- 547- (- Ft -. -)- ,Average velocity = 3.268 (Ft /s) - -- ) Flow width (from curb towards crown)= ++++++++++++++++++++++++++++++++++±±_+++ + + + + + + + + + ± + + + + + + + + + + + + + + + + + + + ++ 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 = 17.288 min. Effective stream area after confluence = 13.280(Ac.) 43 +++++++±++++++++++++++++++++++++++++++++_+.+++++ + + + + + + + + + + + + + + + + + +. + + +, + + +..... Process from Point /Station 17.000 to Point /Station_ * * ** 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 = r1.00(In -)-:L— Calculated individual pipe flow = 39.747.(CFS)f- 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. +++++++++++++++++++++++ + + + + + + + + + + + + + + + + +. + + + + + + + + + + + +. ............... Process from Point /Station 17.Q0.0__to Point- /Station- --2 -0-.-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 NEVErM A Kim +++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +,_ Process from Point /Station 21. 000 to P_oin_t_ /Station_ _ ___22- 00.0__._ * * ** 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 W _E +++++++++++++++++++++++++++++++++++++++ + + +.... + + + + + + + + + + + + + + + + + +...... 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.- 44&(CFS) Nearest computed pipe diameter = r12.00(In.) 1 Calculated individual pipe flow = 2.446(CFS). Normal flow depth in pipe = 7.32(In.)- Flow top width inside pipe = 11.71(.In.) Critical Depth = 8.03(In.) Pipe flow velocity = 4.88(Ft /s) Travel time through pipe = 0.22 min. Time of concentration (TC) = 6.47 min. 4-7 ++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + +� +._: Process from Point /Station .22.000 to Point/Station-,.--- _23_.0.0.0. * * ** ,CONFLUENCE -OF MINOR STREAMS L _ Along Main Stream number: 2 in normal stream number 1 Stream flow area = 0.520(Ac.) Runoff from this stream = 2.446(CFS) Time of concentration = 6.47 min. Rainfall intensity = 5.823(In /Hr) + +++ + + ++ + + + +. +'I ....'F............ + + + ++ ++ + +'F' . + + +++ +i + + + +'F'+ + +'F + + ++ + ++i'44+ Process from Point /Station 2, 4.000 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 �9 ' i •_ .. '.+++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +± +, + +..+ + + + + + + +. + + + {, Process° from Point /Station' r24 -:' 000: to"r Poirit %_Station_- .:••-'- -•-•- 23:0003 CON FLUENCEsOF'"MINOR STREAMS; * * ** _ ' ,.. '. 1 ,Along Main Stream number: 2 in normal stream.number 2 Stream flow. area - 0.700(Ac.) Runoff ,from this stream = . 2.378 (CFS) rr- Time -of concentration 10.28 min. Rainfall intensity 4.453(In /Hr) ` ` ._ Summary of stream data: ; s • =Stream •Flow rate TC Rainfall Intensity `J -s: No. (CFS) (min) (In /Hr) r ». ♦ a t, .6.47 5.823 ♦ 2 2.378 10:28 4.453 • Largest�stream' flow has'-.longer or- shorter time of concentration Qp�= 12.446.+ sum of Qa •Tb /Ta 2.378 0:630 = 1.497 ' ,* ' 'QP - 3.943 , Total o.f'2 streams to confluence: } Flow rates before confluence point: ' s„ . 2:446 2378 •=R Area of streams; before confluence: 1 0,: 520 0.700 ,• Results"00of'conf16ence: ' ' { Total flow rate = 3.943(CFS),' ,, , -' M l' - Tim of concentration = 6.469 min.,,'.. s. .• _ ?- stream area after confluence 1.220(Ac.,),' ` (Effective I 2t x ++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ±� ±� + +t + + +- + +. + + + + + +..... 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. +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ j Process _from Point/Station- - 23.000_to,Point /Station 20 -000" ****,CONFLUENCE OF MAIN STREAMS * * *1* 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.) ++++++++++++++++++++++++++++++++++++±++ ...... + + + + + + + + + + + + + + + + +...... ++ - -� Process from Point /Station 20.000 to-,Point/Station 25.000 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** i Upstream point /station elevation = 19.140(Ft.) Downstream point /station elevation = 12.80.0(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 = L ";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. � I +++++++++++++++++++++++++++++++++++++++ + +� + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 20.000 to Point /- Stat-ion 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 +++++++++++ ++ + + + + + + + + + + ++ ++++++ + + + + + + ± + + + + ± + + + + + + + + + + + ± + + + + + ++ -- 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 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station _CT2.6_000 =to .Borit7Sta -f ion---= - ---27 -000 .... cC- OKFLUENC-E =OF- MINOR- -STREAMS -* Along Main Stream number: 2 in normal stream number 1 Stream flow area = 0.880(Ac.) Runoff from this stream = 2.932(CFS) Time of concentration = 10.57 min. Rainfall intensity = 4.379(In /Hr) + t+++++++++++++ t + + + +t + + +t +t + + +t + ± + + + + + + + +-..... + +t + +- + + + + + + + + + + + + + + + +.+ -t 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 m +++++++++++++++++++++++++++++++++±±..±�± + ± + ± + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point/Station- 27.100 to Point / atation * * ** 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 _71.8 Area of streams before confluence: 0.880,= 1.130 Results of- confluence: Total flow rate = 6.619(CFS) Time-'o'f concentration = 10.777 min. Effective stream area after confluence = 2.010(Ac.) ' +++++++++++++++++++++++++++++++++±++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- . Process from Point /Station 127.000 to Point /Station 2,8400--] * * ** 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. �66 e. , 3 " ...f.. . +... +..... .i"f'."F...- ........ . ± . . . .'F` .... ...-F`i-p........ . . . .'. +i-.. '' .e • .i-.... Process from Point /Station- 27 000 toP,oint /Station` 28000 r-f-� �-4.. * * * * CONFLUENCE "OF:.'MAIN STREAMS J . _. The following data inside Main Stream is list'ed.: ^^ + "� ( In Main Stream number: 1 ` Stream flow area = 2:010(Ac.) _ .k "Runoff from this stream = 6.619(CFS) ? Time of concentration 11.34 min. t - 4 Rainfall intensity =, 4.206(In /Hr) s `� '• 4, Program is now starting with Main Stream No'. 2 - �. ^, r ?; f:. c t. •1 ' A +++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + +_ + + + +_ + + + + + + +± 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 ""- ' +++++++++++++++++++++++++++++++++++++++++ + + + + + + + ± + + + +, + + + + + + +, + ± + + + + + + ++ 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 Calculated individual pipe flow = 1.893(CFS) ' Normal flow depth in pipe = 4.44 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. 1 1 ++ t++++++++++++ t++++++ t++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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) +++++++++++++++++++++++++++++++++±±+_++++ + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + +j Process from Point /Station 31.00O.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 = Total initial stream area Pervious area fraction = 0.800 6-4 +++++++++++++++++++++++++++++++++++++++++ + + ± + + + ± + + + +. +_ + + + + + + + + + + + ± + ± ± ++ Process from Point /Station 32.0 0 Point /Station __._._32_.10 * * ** 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.)l 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. ' +++++++++++++++++++++++++++++++++++++++++ + + ± + + + + + + + + ... + + + + +_ + + ± + + + + + + +± Process from Point /Station -x32.000 to Point /Station 32.100 CONFLUENCE OF MINOR _STREAMS_; * * ** ' `Main Along 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) r1 1.893 13.88 3.740 2 1.991 13.99 3.722 Largest stream flow has longer time of concentration ' Qp = 1.991 + sum of Qb Ia /Ib 1.893 * 0.995 = 1.884 ' Qp = 3.875 Total of 2 streams to confluence: ' Flow rates before confluence point: 1.893 j " 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.) ++++++++++++++++++++++++++ + + + + + + + + + + + + + +_ + + ± + + + + + + + + + + + ++ + + + + + + + + + + + + +. Process from Point /Station 32.100 to Point/ Station 28.00.0__ * * ** PIPEFLOW TRAVEL TIME (Program estimated size) * * ** Upstream point /station elevation = 24.300(Ft.) Downstream point /station elevation = 17.300(Ft.) Pipe length = 111.70(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. ++++++++++++++++++++++++++++++++±±±�++++ + + + + + + + + + + + + + + + + + + + + + + + + +_ + + + +� Process from Point /Station ;32.100 to Point /Station - 28,00-0 * * ** CONFLUENCE OF MAIN STREAMS} * * ** T 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) �t Summary of stream data: Stream Flow rate TC Rainfall Intensity "W 401 01 No. (CFS) (min) (In /Hr) 1 4 D 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 confluence: / 2.010 1.400 Results of confluence: Total flow rate = /9.729 (.CFS)_ Time of concentration' A min. Effective stream-area after confluence = 3.410(Ac.) a t� 'd ' +++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + +. + +t + +_ + Process from Point /Station 28.000 to Point /Station 25.0.00 * * ** 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 =_ _ - 9.7- 29.(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. � 64 1 OL zt;�r v of °e Q I1, °4/ 010// a. E'Ab It b2rl °A ' Riverside County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 . - 2004 Version 7.0 Rational Hydrology Study Date: 12/06/06 File:C31681PHASE4.out ------------------------- - ---------------------------------------------- ' 100 -YR STORM ANALYSIS ANDALUSIA AT'CORAL MOUNTAIN C1 TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA - - -- --- - - - - -- - - -- FILE: C31681PRASE4.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-.-e ent (year) 100.00- Antecedent Moisture Condition = 2 Standard intensity- 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 60 minute intensity = 0.980(In /Hr) 100 year storm 10 minute intensity = 4.52.0(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 +++++++++++++++++++++++++++++++++++±++++++++++++++++++++++++++++f+++++- Process from Point /Station ;33.00.0 _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 = V .4.340(Ac.) Pervious area fraction = 0.500 7 +++++++++++++++++++++++++ + + + + + + + + + + + + + + ± ± + + + + + + + + +...... + + + + + + + + + + + + + +__ Process from Point /Station 34.000 to Point /Station.- * * ** 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 = `i2.00 (In .).___ Calculated individual pipe flow = 12.452(CFS) t 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 u 4 , Riverside Count 'Rational H drolo 9Y Program � ' CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 �..` Rational Hydrology Study Date: 12106106 File:D31681PHAS- E4.out' ` -` - -------------------------------------------------------- - -.r., , -`" .-------------- 100' -YR STORM ANALYSIS ANDAL USIA AT CORAL MOUNTAIN D1 & D2 * * * * * ** TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA' FILE D ` ---- _ ' -------- ------ - - - - -- _ - -- ------- O�--------- - - - - -- - -- -- � r Hydrology Study - Control Information * * * * * * * * ** � English '(in -1b)' Units used in input data file . Y g -F -------------------------------------------- ------------------------- - --.ty ! Program License'Serial Number 4070 5 •„ 1 i -----.------------------------------------------- ------ ----- ------ - - - - -- t • ` = Rational Method Hydrology Program based on - ' Riverside County Flood Control & Water Conservation District 1978 hydrology manual ; Y jStorm event"(year) =T- <100-00!� tecedent`zMoisture- CoridiEion� _,2� r J Standard intensity- duration curves data (Plate D -4.1) For the [ Cathedral City ] area used. y, 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) f Storm event year _ 100.0 T' � Calculated rainfall intensity data: _+ 1-hour intensity = 1.600 (In /Hr) Slope of intensity duration curve = 0.5800 I +++++++++++++++++++++++++++++++++±.++++++ + + + + + + + + + + + + + + +- + + + + + + + + + + + + ± ++ Process from Point /Station X36.000 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)]"0.2 Initial area time of concentration = 13.567 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 = r2..590(Ac.) 1 Pervious area fraction = 0.500 ✓ f' , a . e. ' � + ". -i,. ' ' ` + - y •Y .,r •' ... - + is � ♦ - +++ 4..++• F+++++++• F+++ i•+++++++.++++• 1•++........ + + + + + + +•Ft +i`..... + + +i•+ + + + + ++ f Process from Point /Station 37.000.to -Point /Station_ 38 M1 ' 3 * * ** 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 ' --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------ a I y ' - Information entered for subchannel number 1': " - f ♦ Point number 'X' coordinate ',Y;_coordinate , ' 1 0.00 µ 6.65.�� 2 13.00 4. 0.39 , ,r ,•r r' 3 24: "00 0'.17 ` ' $ , 4~' 25'00 0.00 5 '' 26.00 0.2.5 wr 3 t'' _ 36.00 0.65 ' Mannxng's 'N' friction factor = 0.017 ` --------------------- I --------- ------------------------- - - - - -. Sub- Channel flow = ____,..11.862 (CFS) ` t ! .flow: top;; ridth; = 27 459 (Ft._) velocity= - 2= .26- 5- (- Ft - /s-) w... .. .. ' area = 5.237 (Sq. Ft) Froude number = 0.914 4 ` r Upstream' point elevation = 38.760 (Ft.) - _ Downstream point elevation 35 ..540(Ft.) •• ' v `' } - Flow length 525.000(Ft.)' j ` . Travel time = 3.86 min. Time of concentration = 17.43 min. ' 11 s Depth of flow = 0.536 (Ft.) J° 1 Average velocity = 2 .265 (Ft /s) g �. Total irregular channel flow = 11.862 (CFS) �. Irregular channel normal depth.above invert elev. = 0.536(Ft.) Average velocity of channel (s) = 2.265 (Ft %s) y° Adding area flow to channel' ` SINGLE FAMILY (1/4 Acre'Lot) 'Y Runoff Coefficient = 0.791 z" - Decimal fraction soil group A 0.000 `. Decimal fraction soil group B = 1.000 R `� a ; 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 ` x �+ Rainfall intensity = -3.277(In /Hr) for a 100.0'year storm .. Subarea runoff = 7 :880 (CFS)_ for 3.040 (Ac.) u} Total- runoff =,r, , (CFS) Total area = � ,YrtS 630 (Ac,)� _:.15:,758 _ pth"of flow --� -0:579 (Ft) ;- Average - velocity= "� 24 27 (Ft, /s)__.,,� Y r 4 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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 i • • Riverside County Rational Hydrology Program f.� CIVILCADD /CIVILDESIGN Engineering Software, (c) 1989 - 2004 Version 7.0 , Rational Hydrology Study Date. 12/06/06 File:E31681PHASE4:out , - --- - - - ------------ ------------------ - ------------------------ - - -- - -- r *. 100 -YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN - * * * * * * ** E1,E2 & E3 * * * * ** .`•' TD DESERT DEV, CITY OF LA•QUINTA, CALIFORNIA - s A" FILE: E31681PHASE4.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 J. 1978 hydrology manual ., 1 t n Storm" event -',(year) 100 .00 Antecedent- Moisture 'Condition •_^ 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) Yr , ' �.r r 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) _ t' Slope of. intensity duration curve = 0.5800 ++++++++++++++++++++++++++++++++++++++++_+++- + + + + +_ + + + + � + + + + + + + ++ + + + + + + + +-) 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 = 0.01300 s(percent)= 1.30 TC = k(0.390) *((length"3) /(elevation change) ]A0.2 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ........ ..t +f + +f ..............f +ttttt.. ............ttttttttttttt +ttttt 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 = 15.690(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 = 6.043(CFS). Total initial stream area Pervious area fraction = 0.500 Q117 +++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + .... ..... I Process _ from_Point /Station__ 42.000 to P_oint /Station_. 41 -000 —A * * ** 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) 1� F� J ++++++++++++++++++++++++++++++++±++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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) * Hlength'3) / (elevation change) ] A0.2 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 1 1 +++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +.. 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. �1 1 +++++++++++++++++++++++++++++++++++_++_++ + +� + ± ± + + + + + + + + + + + + + + + + + + + + + + + ++ from Point /Station___ 44.000 to. Point /Station .41.000. Process _ **** CONFLUENCE OF MINOR STREAMS * * * *I 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 , n �fil Total of 3 streams to confluen e: 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 = Time of "concentration = 10.122 min. Effective stream area after confluence = 12.170(Ac.) f 15.690 14.66 3.623 Vol 2 8.043 13.29 3.836 3 16.812 10.12 4.492 / / �La gest 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 1 1 Total of 3 streams to confluen e: 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 = Time of "concentration = 10.122 min. Effective stream area after confluence = 12.170(Ac.) f +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+ Process from Point /Station ',41 000 t_o 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 = 3 3:769(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 � ` } � • .. .. .. , • - •Aim r Riverside County Rational Hydrology Program, ' CIVILCADD /CIVILDESIGN Engineering Software,,(c) 1989 = 2004 Version 7.0 ' T 'r Rational Hydrology Study Date: 11/22/06 File:f31681phase4.out k 100- YR.STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN AREA Fl, F2, F3 & F4 * * * * * * * ** ._J �•'.r: Y_• TD DESERT DEV, CITY OF LA QUINT,, CALIFORNIA y .FILE: F31681PRASE4.OUT - '- -------------=-------------------------------------------- .-------- - - - - -- ...` Hydrology Study Control Information f i English (in -lb) Units used in input.data file 1 7 fir_ ' ________________________________________ ____________.____--- ____- ___... Program License Serial Number 4070 og a Se is wT ^" :yp ------------------------------------- ------ -- `---------- - - -, - -- -- -- ; - - -,'; 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) , 5 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) {1" fr Storm event year = 100:0 _ ;..., '+ Calculated rainfall intensity data: ?� 1 hour intensity = 1.600(In /Hr') Slope of intensity duration curve = 0.5800 A ' . 4 +++ + + + + + + + + + + + + + + + + + + + + + + +++ + +..t± ........................................... Process from Point /Station `,45..- 000_ to- Point /Station 46..000 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 95.0.000(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,)__.r) -- Total initial stream area = 1.550_ (_Ac_.) ;. Pervious area fraction = 0.100 U +++++++++++++++++++++++++++++++++++++++++ . + + +. + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 1467000 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 = 0.424(Ft.), Average velocity = 3.320(Ft /s) ' Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 14.888`(Ft.) Flow velocity = 3.32(Ft /s) 1. 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. ) .. ----- 80(Ac.) Total runoff = 9.557(CFS) Total area = 62 Street flow at end of street = 9.557 (CFS)_.,_,..- . --,`' Half street flow at end of street = 9.557 (CFS) C�_ ' _. _ Depth of flow = i 0.450 (Ft.).,1 Average velocity =_F 3.486 (Ft /s) _? Flow width (from curb towards crown)= 16.170(Ft..).% S 31VOS 31V0 AS a3NO3HO 31Va As aaminolVO :10 'ON 133HS £STO-688 (606) xv:o ' M81788 (606) O1fiZ6 VINHOAIIV3 'ONIMJVNd38 NVS 1884S PJ£ '3 601 ' SHOM 3MODNJ B8OM t I ++++++........ .. +•F.... + + + + + + +'F'f.... +...... ... .f' .........................• +: y ,` Process from Point /Station,.,..�.,�..,,•_'47.000 .to-Point /_Station USER' DEFINED�FLOWS _INFORMATION•_AT.A,PO.INT_* * ** !• Rainfall•intensity = 3.652(In /Hr) for a 100.0 year storm COMMERCIAL subarea type ti ++' Runoff Coefficient = 0.880 f Decimal fraction soil.group A = 0.000 Y ,' Decimal fraction soil group B = 1.000 `- ,Decimal fraction soil group C = 0.000 )f Decimal fraction soil group D = 0.000 '•4•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 = 2 50, (Ac-. ) Total runoff = 8 80(CFS) , �• ,r ' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++++++ + + + + + + + + + ± + + + + + + + + + + + + + + + + ± ± ± ++ Process from Point /Station 47.000 to Point /Station 48.000 * * ** 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. ++++++++++++++++++++++++++++++++++±±±++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Po_i_nt /St_ation. - -- - ;46.0_00 to Point_ /Sta.tion _ _ 47_._000 7 * * ** , 0 FLUENCE OF MINOR:STREAMS - * * ** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 2.500(Ac.) Runoff from this stream = 8.800(CFS) Time of concentration = 14.55 min. Rainfall intensity = 3.639(In /Hr) +++++++++++++++++++++++++++++++++_++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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) *[(length"3) /(elevation change)] ^0.2 Initial area time of concentration = 14.632 min. Rainfall intensity = 3.627(In /Hr) for a 100 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 0 year storm 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 (?41 +++++++++++++++++++++++++++++++++±+±±±++++ +, + + ± + + + + ± +_ + + + + + + + + + + + + + + ± + + +. Process from Point /Station 49.000 to P oint /St_ation_ 48_. 000 r * * ** 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) Gj% 1 ++++++++++++++++++++++++++++++++_+++++++ + + ± + + + + + + + + + + + + + + + + + + + + + + + ± ± + ++ Process from Point /Station -5 -0.000 to Point /Station 48.00,0 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 438.000(Ft.)' Top (of initial area) elevation = 39.700(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))'0.2 Initial area time of concentration = 11.308 min. Rainfall intensity = 4.212(In /H-r) 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 = 5.100(CFS) Total initial stream area = - 1.670.(Ac.) Pervious area fraction = 0.500 +++++++++++++++++++++++++ + + + + + + + + + + + + + + + + +� +� ± + +_ + + + + + +± ±miwt ± ±- ttt..� t± -7 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 Resul.ts,of confluence: Totalflow'rate = 20.672(CFS) Time of concentration = 14.549 min. ,Effective stream area after confluence = 6.580(Ac.) f ++++++++++++++++++++++++++++++++++++_+++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 48.000 to Point /Station 51_0_00__,) * * ** 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 Calculated individual pipe flow = * .- 672.(CFS) Normal flow depth in pipe = 14.39(Iri:') -- 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 y e- 1 f Riverside`County Rational Hydrology Program CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004.Ve'rsion 7.0 , .. ------------------------- Rational Hydrology Study Date:-12 /06/06 File:G31681PHASE4.out — ., ' -- ---------------------------------------- '100 —YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN " G1 TD DESERET DEV, CITY OF LA QUINTA'CALIFORNIA' ti - FILE: G31681PHASE4.OUT ' ---------------------------------- -------------------------------------- Hydrology Study Control Information * * * * * * * * ** English (in -lb) Units used in input data file j ---------- y---------------------------------------------- --------------- r., h� •+ ;i. Program License Serial Number'4070 r *: ,, `. -------=-- - - - - ------------- -- -- - - -- ----- - - - - -- ---------------- r ^� • y •.�' + Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District • 1978 hydrology manual ` ,.•.,.w �'' r :Storm event (year) , -� 100_ OO ,Antecedent Moisture `Condition;- Standard intensity-duration curves data (Plate D -4.1) For the ('Cathedral City ] area used." 'K 10 year storm 10 minute intensity = 2.770(In /Hr) j 10 year'storm 60 minute intensity• = 0.980 (In /Hr) ' 100 year .storm-1.0 minute intensity = 4.520(In /Hr) 100.year storm 60 minute intensity = 1.600(In /Hr) Storm event year 100.0 i F ��• Calculated rainfall intensity data: • $ _• 1 hour intensity = 1.600(In /Hr) + 1 ' 'Slope'of intensity duration curve = .0.5800 , ..y •e I , ,rte` _ - •� . .. - .. ` , . o-� , .. r • � a `� • 1, - r ♦ • . .. a ' -. , ' +++++++++++++++++++++++++++++++++++++±± ± + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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.; - Imperv1-ous fraction = 0.500 Initial subarea runoff = 7.975 =(CFS) Total initial stream area = �-- -_ 2.420(Ac.) _ } Pervious area fraction = 0.500 \- 1,�, ++++++.+++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + +. + + + + + + + + + ++ Process from Point /Station 53.000 to Point. /S_tation_.___.. - 54.000__:f * * ** 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.j 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 1 1 1 1 V,. ��A J, +� y Riverside County Rational - Hydrology Program 1 ' 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 f * * * * * * * ** H1 *° • ,cry :` ^ i TD DESERT DEV, CITY OF LA QUINTA, • CALIFORNIA FILE: H31681PHASE4.OUT A r }'• — - - - -- ------------------------------------------------------ - - - - -- - Hydrology Study Control Information It �,,, t. English (in -lb) Units used in input data file ' ------------------------------------------------------------------ - - - --- _ r �. Program License Serial Number 4070 a„ f -------------------------- - - Rational Method Hydrology Program based on Y 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) r= 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) t 100- year. storm 60 minute intensity = 1.600(In /Hr) n. Storm event year = 100.0 s J Calculated rainfall intensity data: '�•..••'. 1 hour intensity = 1.600(In /Hr) �` 'a Slope of' intensity duration curve =- 0.5800 r 1 41 r ++++++++++++++++++++++++++++++++++++++± t+±±+ ±t + + + + + + + +. + + + + + + + +_ +. +_ + + + + + -+ Process from Point /Station '_5.5.0.0.0 to Point /Station. 56:000 -7 * * ** 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 1 RI index for soil(AMC 2) = 56.00 Pervious area fraction = 0.500- ;- Imperv-ious,jfraction = 0.500 Initial subarea runoff = 9.723_(CFS)__ -.. Total initial stream area = 3.350(Ac.) _ ' Pervious area fraction = 0.500 I Area averaged pervious area fraction(Ap) = 0.500 Area averaged RI index number = 56.0 ++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + +.... . ........ + + + + + +.... + + + + + + +-f.... Process from Point /Station ,56.000 to Point /Station 56._1001 * * ** 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 w• Rational Hydrology Study Date: 11/27/06 File:I31681PHASE4.out, Ya ----------------------------------- ----- 7 ------------------------------ 100 —YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN Y * * * * * * * ** I1, I2, 13 & I4 -TD DESERT DEV, CITY OF LA QUINTA, CALIFORNIA FILE: I31681PRASE4.OUT ' ------------------------------------------------------------ ;----- --------- * * * * * * ** Hydrology Study Control Information ' English (in` -lb) Units used in input data file F s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - �? Program,License Serial Number 4070 r----------------- ----------------------------------- -------------------- :. 1 Rational Method Hydrology Program based on Riverside County Flood 'Control & Water Conservation District - 'y 1978 hydrology manual ' t'Storm event (year) = 100:00 Antecedent Moisture Condition'= 2 ' w' Standard intensity- duration curves data (Plate D -4'.1) , i; ,or ,the- [ ^'Cathedral City ] area used.- , 10 .year storm 10 minute intensity ,= 2.770 (In /Hr) •` 'a .10 year storm 60 minute intensity = 0.980(In /Hr) {, 100 year storm 10 minute intensity= 4.520 (In /Hr) 100 ` Y a ar storm 60 minute intensity 1.600 ( In Hr ) _ :.. .'Storm • e v r = 100.0 ent . r ea ♦ af,_ '- Calculated rainfall intensity data: . a __ _• • "• y 1 hour intensity = 1.600 (In /Hr) , Slope Of intensity duration curve = 0.5800 n �. , y •1 • t^ Y , •3. A` '' gyp^ `� ' .er • _ .1 '� ?.. - « "r r -. ' +++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + +, + + +� Process from-Point/-Station,- 47.000 to Poirit /Station 47_.000 I -- -- ****,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._8.0(CFS)] +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + ± + ± + + + + + + + + + + + + + + + + + ++ 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 = 0.322(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 = 0.900 Rainfall intensity = 3.077(In /Hr) for a 100.0 year storm Subarea runoff = 3.401(CFS) for 1.260(Ac.) Total runoff = 4.201(CFS) Total area = 1.460(Ac.)___ Street flow at end of street = 4.201_(CFS) -- - -- — Half street fl_ ow at__end -of - -- street 4.201,(CFS)Y__. -_,_ Depth of flow = 0.369(Ft.)r, Average velocity = 2,.629(Ft/s) �-�) Flow width J( -from curb towards crown)= 12.129(Ft.)� ,�- f ++++++++++++++++++++++++++++++++++++_+++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 57.000 to Point /Station - 58:000 —� * * ** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION * * ** 1 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 = 3.107(CFS) for 1.310(Ac.) Total runoff = 7.308(CFS) Total area = 2.770(Ac..) Street flow at end of street = 7.3.08-- (CFS)- Half street flow-at end of street = 7.308(CFS) CDepth of flow = 0 466(Ft.), Average velocity = 2.437(Ft/s) Flow width (from curb towards crown) 16.947(Ft.) - 109 E. 3rd Street SAN BERNARDINO, CALIFORNIA 92410 ' (909) 894 -8217 FAX (909) 889 -0153 JOB SHEET NO. CALCULATED BY CHECKED BY_ SCALE OF_ DATE DATE all Alr- 6' ' +++ ... +++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... ) Process from Point /Station 158.000 to Point /Station_. .58.0.00.____) * * ** 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).;' 1 1 &0 +++++++++++++++++++++++++++++++++++±±++++++ + + + +. + + +- + + +. + + + + + + + + + + + + ±� + ± ±_ 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 .900- ( -CFS) Nearest computed pipe diameter = 15- 00_(In.. ) Calculated individual pipe flow 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. +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from-Point/Station - 58.000 to Point/ Station 59.000 **** ,CONFLUENCE OF,MINOR- STREAMS - * * ** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 2.320(Ac.) Runoff from this stream = 5.900(CFS) Time of concentration = 24.33 min. Rainfall intensity = 2.701(In /Hr) ++++++++++++++++++++++++++++++++++++++++ ..... ... + + + + + + + + + + + + + + + + + + + + + + + ++ . Process from Point /Station `,60.000 to Point /Station..-.. 59-.000 1 * * ** INITIAL AREA EVALUATION * * ** Initial area flow distance = 725.000(Ft.) Top (o£ 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 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 0 year storm Pervious area fraction = 0.500;._Impe_ryious fraction = 0.500 Initial subarea runoff = 7.655 (CFS)____._�__� Total initial stream area = 2.520(Ac.), Pervious area fraction = 0.500 or / 5, ++++++++++++++++++++++++++++++++++++_+++ + + + ± + + + + + + + + + + + + + + + + + + + + + + + + + ++ Proces_s_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) ++++++++++++++++++++++++++++++++++++++++ - + + + + + - ± +- � ± ± + + + + + + + + + + + + + + + + + + ++ - - 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 = 3.98.0(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 cO Process from Point Station +++++++ + + + + + +� ± ±� ± + ±� + + + + + + + + + ± + + ± ±� ++ + + + + + + + + + + + + + + + + + + + + + ++ ****--CONFLUENCE STREAM � 61.000 to Point /Station 59.000 * * ** S - _ _ 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 7:655y 4.258 Area of streams before confluence: 2.320 2.52.0 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 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 Riverside County Rational Hydrology Program -• -; 1 CIVILCADD /CIVILDESIGN Engineering Software,'(c) 1989 - 2004 Version '7.0`_ Rational,Hydrology Study Date: 12/06/06 'File:J31681PHASE4.out+ .. } )y --- - - - - -- ------------------------------------------------------ - - - 100 -YR STORM ANALYSIS ANDALUSIA AT CORAL MOUNTAIN 1. * * * * * * ** J1 * * * * * * * * ** L TD DESERT DEV, CITY,OF LA QUINTA, CALIFORNIA _ - `t '_ 'FILE: J31681PHASE4.OUT ----------------------------------------------------- - --- -- - -- 'F- ------- -" — �•'; 71 * * * * * * * ** Hydrology Study Control Information English (in -lb) Units used in input data file ht, -. Program License Serial Number 4070 .:Rational Method Hydrology Program based on ,. '} Riverside County Flood Control & Water Conservation District,. ?*, �• _' 1978 hydrology manual° - r Storm event (year) - 100.00 Antecedent 'Moisture• - Condition' - -'2 Standard intensity- duration curves data (Plate D -4.1) For the'.[ Cathedral City ]..area used. �. } x.'10 year storm 10 minute intensity = 2.770(In /Hr) ;., 10 year storm 60 minute intensity = 0.980(ln /Hr) 100 -year storm 10 minute intensity " = 4.520 (In /Hr) 1 r r l00 year storm 60 minute intensity = 1.600(In /Hr) ' Storm event' year = 100.0 1 E Calculated rainfall intensity data: r ♦ L�, r. rY �, r }" 1 hour intensity = 1.600(In /Hr) • Y,r Slope of intensity duration curve = 0,:5800 7 •, � rY, . � I • � `! r .. _-e. _fir ��,.T4•.b.,+ , ` , +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 63.000 to Point /Station 64.000 I * * ** 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 = 0.5.0.0; Impervious - fraction = 0.500 Initial subarea runoff = 6.880(CFS) Total initial stream area = 1.890(Ac.) Pervious area -fraction = 0.500 ++++++++++++++++++++++++++++++++++++++++ ± ± + ± + +_ + ± +� + + + + + + + + + + + + + + + + ± + ++ 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 CIVILCADD /CIVILDESIGN Engineering Software,(c) 1989 - 2004 Version 7.0 a ' . Rational Hydrology Study Date: 12/07/06 File:k31681phase4.out '• ` .. 1•, ----------------- - - - - -- ;'----------------------------------------- - - - —N,'' . • �• . 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 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — - .,.'.� -- a — ----= y — — — — — — — — - — — — — — — — — — — — — - — — — - - * * * * * * * ** Hydrology Study Control Information * * * * * * * * ** ; `•_ �� ,` English (in -lb) Units used in input data file u - -------------- ----- --------------------------------=----------- - - - - -± Program License Serial Number 4070 - — — — — — — — — — — — — — — — — — — — — — — — , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — H ;` •. .s • ' Rational Method Hydrology Program based on. - • ...,t Riverside County Flood Control•& Water Conservation District• , 1978'hydrology manual - r Storm event (year) -. 100 00 'Antecedent Moisture Condition - 2�,` "" r Standard intensity- duration curves data (Plate D -4.1) 4'.�. a ;, •�`, ` 'r- ; •'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 1 Calculated rainfall intensity data: ^' " ;1 hour intensity = 1.600(In /Hr) Slope of intensity duration curve = 0.5.800 r ' (j . Co i Y, L). {. V� Q's vc es .: +++++++++++++++++++++++++++++++++++++++ +� + ± ±� + + ± + + + + + + + + + + + + + + + + + ±� ± ±+ 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)j +++++++++++++++++++++++++++++++++±+++++ + + + + + +t ± + + + + + + + + + + + + + + + ± + - + + + +_ Process from Point /Station 158.000 to Point /Station 66.0010_ * * ** 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 en—d of street Depth of flow = 0.451(Ft.), Average velocity- --- ,1'.914(Ft /s) Flow width (from curb towards crown)`= 16.233-(Ft.) +++++++++++++++++++++++++++++++++++++++ + + + + + + + + ± + + + + + + + + + + + + + + + ± + + + + ++ 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) = 38.000(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 = 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. ) r_____ _- _- _ - - - -- 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.) ' J2 � 1 v /� .... ... / /... .i...0 yak 1` ILI iF J 31Va AS a3k03HO 31Va A8 a3"ino1Vo OA1133HS ' .4O 9910-689 (606) M , LiZO-088 (606) 0117Z6 VINNOJIIVO 'ONI(J8VN838 NMS 10045 PJ£ '3 60T ' simom mmosimi somani +++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + ± ± ±_ +_ +_ + + + + + + +_ Process from Point /Station 167.000 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 = i21.00(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. f� fi ++++++++++++++++++++++++++++++++++_+++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station �67:00_O 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 �� V ++++++++++++++++++++++++++++++++++++++++ + + +: +t + + + + + + + + + + + + + + + + + + + +..... Process from Point /Station 67.000 to Point/Station---------69-.-0-0.0 * * ** 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) *[(leng.th"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) S Total initial stream area = 1.000(Ac.) Pervious area fraction = 0.100 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ++++++++++++++++++++++++++++++++±+ t±�±+� _ +� ± ±� ±t ± ± ±� ± ± + + +_ + + + + + +_ + + + + ++ 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. d - 63 Process from_, PointtStation _,t~69.000...to Point/Station,-'-- * * ** 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(0.300) *[(length"3) /(elevation change)]'0.2 Initial area time of concentration = 12.134 min. Rainfall intensity = 4.043(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 = 5.667(CFS) Total initial stream area = 1-.--590 (Ac.) _ -Pervious area fraction = 0.100 — )3_1 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 72,.000 to Point /Station 70.-000 * * ** PIPEFLOW TRAVEL TIME size) — Upstream point /station elevation = 19.230(Ft.) Downstream point /station elevation = 18.500(Ft.) Pipe length = 29.43(Ft.) 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. GA, +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + ± + ++ Process from Point /Station 72.000-to Point /Station _____ ___7.0.._0-00 **** 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) n 7 � +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + ± + + + ± + + + + + + + + + + + + +_ Process from Point /Station 73.000 to Point /Station 70.000,J * * ** 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 M 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 U 1 ++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ±+ 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. (CPS) (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 3.832 * 0.932 = 3.571 Qa Tb /Ta 2.016 * 0.944 = 1.903 Qp = 11.140 1 Total of 3 streams to confluence: Flow rates before confluence point: 3.832 5.667' 2.016 Area of streams before confluence: 1.0.00 1.590 0.700 Results -of confluence: Total--flow--'r'ate = 11.140 (CFS) Time of- concentration 12.191 min. Effective stream area after confluence = 3.290(Ac.) r' -,© ' ..... +++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station 70:000 to Point /Station 68.000` "1 * * ** PIPEFLOW TRAVEL TIME (Program estimated size) 1 Upstream point /station elevation = 25.000(Ft.) Downstream point /station elevation = 22.-300(Ft.) Pipe length = 530.00(Ft.) Manning's N ' No. of pipes = 1 Required pipe flow = 11.140(CFS) Nearest computed pipe diameter 2:1- :00(In.)\- Calculated individual .pipe flow 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)_:1 ' Travel time through pipe._ `1.21 min. Time of concentration (TC) _ -13.40 min. +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++�i 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) 11 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 7.86.0 * 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 3.290 Results of confluence: I Total flow rate = 13.794(CFS) Time of,concentration 13.400 min. Effective stream area after confluence = 7.190(Ac.) r� Y ' +++++++++++++++++++++++++++++++++_+_+±+.+++ + + + + + + + + + + + + + + + + + + + + + + + + + + + +j ++ Process from F--, ,68.000 to Point /Station - .68.0.00 * * ** 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) it � I +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Process from Point /Station (74.000 to.Point /Station.__ _,__68_.000 * * ** INITIAL AREA EVALUATION * * ** � I Initial area flow distance = 1000.000(Ft.) Top (of initial area) elevation = 35.400(Ft.) Bottom (of initial area) elevation = 28.800(Ft.) !II Difference in elevation = 6.600(Ft.) ' Slope = 0.00660 s(percent)= 0.66 TC = k(0.390) *H1eng.th^3) /(elevation change W0.2 ' 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 � I +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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) J Illy ++++++++++++++++++++++++++++++++++++++++'+±'+ + +, + + +' + +' + + + + + + + + + + + + + + + + + + + +) Process from Point /Station X75..000 to Point /Station -- 68.0:0.0! * * ** 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 = l6. 4.02 (CFS) Total initial stream area = L2K220(Ac.) Pervious area fraction = 0.500 i Idgl' ++++++++++++++++++++++++++++++++++++±++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +± Process-from Point /Station 75.000_ to,Point/Station 68.000__x_ * ** *'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: 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: r 7,190 3.190 2.220 Results "of confluence: Tot 1 flow rate = 26.314(CFS) Time of concentration = 13.400 min'. Effective stream area after confluence = 12.600(Ac.) A ++++++++++++++++++++++++++++++++±++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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( n.)' 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 = 0.2:5 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 ,`,mot ' �' � � +' � !i • Y y I,.. v - r .i " •"f �.• � "M� •.� �_ 1 � �r � .� a f, , CSIO-699 (606) :xo! 01>Z6 M '- !Piuwaa UDS •• x CR9 -699 (606) :Ial )aall5 Pi f I5 °3 601 , .. , 38ll3311H3Ntl :9NINtWId'OtIV3A8nS•DNI83314ION3 IWO • . - /Y/Y))2 ��. V [ - 4• - r • .. . + r , ' of I e I � I � I I f/ e�ypl HYDRAULIC DATA ac%rchcrte• and 0fs) (c 0sM (cf) CPCTY) CAPACITY OK C. B.# 1 s �W ='4 -� 5. 7 4. 8 1 i' %x`3``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 34 6.3 4.0 v" i✓ C . B . #7 . 38 ;W =7.,� 15.8 10. 1 47 t✓ C. B.# 8 as 7 W =A j> 11.9 7.6 C.B. #9 41 " 11.9 7.6 �` �- ✓ C.B. #10 48 '= " 5.9 3.8 •2 �" r C . B . # 11 48 6.0 3.9 C.B. 412 53 " 8.0 5.1 C.B. #13 5s 4.4 2.8 1 C.B. #14 4.4 2.B . #15 64 3.5 2.2 C.B. #16 ea 3.5 2.2 C.B. #17 68 6.3 4.0 C.B. #18 6.3 4.0 C.B. #19 5e .9 13.1 C . B . # 2 0 56 r4. 3. 1 C.B. #21 © Madison St W =12' 7. 1 1 .0 14 C. B. #22 QQ Madison St W =10' 16.3 lb-,,5 _B .. #23_ (,-6)_ Madison _St__W =12_ -.23.5 _ 15 .- C . B . #24 n Madison St W =10' 17.7 11.3 4 TRENCH GRATE #ro q _1e' 22 0.4 V001, TRENCH GRATE A °2 L-16'@ ;--eff2. 1 . 0 7.2 TRENCH GRATE #*3 L=24' 27 6.6� 4.2 C . B . # 1 (AVE 60) W_0845' 4, 8 /8b3 - •5..`6 C . B . #2 (AVE 60) W =24' 67 7. 9, 4 5. 1 �`" �, �g • ✓ C.B. #3 (AVE 60) W =o.ai' 69 -3. 8,•�'°" 2. 4 �'; 5. g C . B . #4 (AVE 60) W -0 47 58 �5 �9>> 3. 8 V 5.9 ✓ . I4 -2-1 INSTRUCTIONS FOR USE OF FIUURv 1073.01 a _ == _ "CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE" --, i�ure 1073.01 applies' only to curb or side openin g inl e-ts on continuous " s The capacity of the inlet depends upor. the length of opening d the'-de •t �' �I to p h o_. low at the opening. This depth in tarn depends upon the amount of depression of 'the flog line at the inlet and the cross slope, longitudinal slope, and the rough '- ness of the gutter. _ To use the figure the following ., information _ g must be r :own. ' 1. Length (L) and height of inlet. 2. Depth a of fl ' _ �) ow line depression; if ant's at the inlet. 3. Design discharge (Qa)in the gutter or information. as to drain rainfall inter_sity; and runoff coefficients from e. design area, ' high a d sign discharge can be estimated.* Any carryover from a previous inlet must be included. D ; - : la� De nth of f orr in normal nutter for the articular longitudinal and cross r 'slopes at the inlet in question. This 'may be de t.rined from one of the' followin g figures: 1072.06, or 1072.08. • 1� r1�3du: _° • 1. Enter fig. ) o y - .... ' . > - • . • ; , :�::: ;, -. g (a with depth of flow ' inlet, a, and determine s y; and gutter depression at the.- •': - =::� if the inlet'ref rY� a the per foot of i*�let opening- '. a intercepting 100,0 of the gutter flcr;. _ =; ••:: : a; . ; 2. Determine length of inlet La.reouired to irate:cep i - • - ' L = total gutter flow Qa divided b t 100%° of the gutter flca." a y the "factor Qa/ _ 3. omnute ratio L /La wh ere L - actual length of inlet in question. _ ' !l. Eater fig. 1073r0I (b) with LlLa and a/y o rmine at' - - �t and det'e 't ratio G/9a9 thz pro- • • -• Y-' ' `:: portion of the total gutter flow intercepted by the inlet in question._ Flow intercepted9 Q9. is this ratio : ' : - Q/P` tiles -the total gutter flo:v. i 6. Flow car -� ried over to next inlet is 1 g4! DEPTH OF FLOW-y - FEET.- 10 7 3. 01 .01 .02 .03 .04 DS DS ..08 .10 .2 3 4 5 A LO `1 od� . Lw .8 .6 .4 .2 —a jr lie, .08 .04 .03 .02 A I z r.-:,- . . . (a) DISCHARGE -PER FOOT. OF*:4 ,'�! aly - I I i T I I ---7:t LENGTH' OF CURB OPENING'-.- INLETS WHEN INTERCEPTING H 7- W7 X, rI00% OF GUT-TER FLOW'i+-ZL- L: • 4 7 _�4 + -7 -IT KI 7 x - - t 1 III• A i —T. T r- -i V HT 01 ' I 71 f �� 1 + -, ,I Lw .8 .6 .4 .2 —a jr lie, .08 .04 .03 .02 PAPTI A I 1KIT;:Q_ CEPTION RATIO FOR INLETS OF.--- ENGTH 'LESS THAN L A I z r.-:,- . . . PAPTI A I 1KIT;:Q_ CEPTION RATIO FOR INLETS OF.--- ENGTH 'LESS THAN L -6 .4 0 a .05.06 .08 .10 -3 4 .5 .6 .8 I.Or in Y L BUREAU OF PUBLIC ROADS CAPACITY OF CURB OPENING INLETS A I aly - i T I I H 7- W7 X, L: • 4 -6 .4 0 a .05.06 .08 .10 -3 4 .5 .6 .8 I.Or in Y L BUREAU OF PUBLIC ROADS CAPACITY OF CURB OPENING INLETS GF FIG. 107303 .,.::� -.�•- =:_ - := _:•'�= ;.:::�: -- _ INSTRUCTIONS FGR USE :.: - ;:; �� _= j�• CAPACITY of CURD OPENING INLETS IN A LOW POINT oR• SUMP: •• _ `. •• •. - _ .• - •. _ _ - �, g conditions ° 'r` = ='' Phis nomograph is based on the followin _ ;:Y:u� �'•�i " }' The curb opening inlet (no grate) is located at a lour point in'the :grade - t the -inlet and will pond' " ='f" _ (2) All flow coming to the inlet must'eventually enter _;�_� :1 until sufficient head is built up so the outflow through the inlet will equal ., 4 the peak _inflow from the gutters° _ -:_ :_ _� •: == -- __= :�'�:'�-�� "�f��" Enter the nomograph with any two of the three valuesh9 C�/L, H /ii; 'and 'read the::w third.' - : • _ _' _ -'. t : =i.. .. .... ... ' =� Where h = Total height feet of opening in L =Total ;�r�, gth of opening in 1 = H =Depth of water at the entrance in feet _ ~� •J ! �•- Q =Total peak rate of flow to the inlet in cfs _ .. i`''�` "'� Normally Q9 L9 and h will be known9 and the nomograph can be used to determine,".... , 1 y " death of water H at the inlet The spread of the water on the - street will depend f the pavement: upon the cross slope o _ - _- •,.:r The hydraulic basis of the nomograph is as follows For heads (depths of water) up to the height of the opening.- (H <1)9 the inlet is assumed to act as a weir with the flow passing through OU critical depth at the entrance and following the forsaula eL .': 'rte • • i,: �'� •• •s•% =.:, -♦ _r.• .- VS 3087 LH r,..i. ..• c.^� -l:• ::••��a -'M =.•�„ (2) For •heads' equal to or greater than twice the height *of opening (S�2) i ; ti the''ialet'is assumed to act as an orifice following the formula - _- _ - Y • _ _ =. 5062 -h _ a' earr eteat of standard orifice fonaula ` CA• 2gIi This - i _ .� with C = d.7 and H� equal to "the head on the middle of the 'inlet' opening : y 1 .JH' •) e: _ _ _ = T..�,...- ;GisrC -gal Z. (j) :. - was as the operation' ;sues For heads with H/h between 1 and 2> a transition s used =� of the inlet is indefinite..:-- °'•�' <c_.� - - _ - . . - - - - - - - - : � -- _ '. ' %-•.'ter= 1 R07 ®lam' �!o - _ 1 4.0 {2 _ - 10 IS -'. 3 - - 0 IL 6.5 4: = 1.0 = yl�:' ... a _ ,6 S Q -T W W 5 IL v 2 c� z o CL o s b o -�r _ W. LLJ s CL .02 CL i -_ � '• _ � .. Vii. �'.Y }: l• - 2• - _ � - - -• � CL ' AAllqr7!!o!r:,p J LS -1�- .. a U!t® I SSIOq (� o _ ' BUREAU OF PUBLIC ROADS NOMOGRAPH FOR* CAPACITY OF CURB 1 DIVISION TWO WASH.. D. C. opFmimr. INI'6YC Ai 1 MW k,- ' LUDWIG ENGINEERING 109 E. 3rd Street SAN BERNARDINO, CALIFORNIA 92410 (909) 884 -8217 1 FAX (909) 889 -0153 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE t RrAI F _- 0 .. . ^. i�� . . _z ,g (Q4 p ►�6 d, 5 >. q. 7 c?l t . PRODUCT204,.aShMS) i11P.Eded1 S 1 I l It'a' I I M0,11. MODIFIED C B. DEPRESSION PER CCITY STD. 300 330 CASE "C" AND CURB.SUPPORT STD. 310 (TYPICAL) 11 W -, PLA A PER CONSTRUCT TRANSITION TO CONFORM TO V- GUTTER WITHIN THE 6' GUTTER DEPRESSION TYP. BOTH SIDES �I H- � ; �� m � o ho . ( o V- GUTTER SECTION "A -A" �- 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. (WWidl 1916 W N! 4M) I'tW lUI IUUUd m 1 -+l> .r 0 1 ✓Z%�� *ZIP ..� o . �� i�� -v�,� � •, � � spa � �� 0 /%z�l` � � v) � ,y,� o � Zi'dll 0 LAo , f _1-4 110 Ll o� 1d 0 61- Zoo .... ..... . 31VO 31VO 30 AS O3NO3HO A8 O31Vlnoivo -'ON 133HS eor ESTO-688 (606) XVJ LTZO-1788 (606) OTbZ6 ` lNd0JllVO lONl(18VNa38 NVS 199JTS PJ£ '3 60T DIMIUMNION3 9ima i 69: �o FdMA- 0`00— rj ar y � W vor )r : AMY RJOV9.-Ya"PWly: S;04yv my 31VO AH O3H03H3 31VO Ae 031V7 oivo jO 'ON 133HS sor �x a. -2 ESTO-688-606 Xej LIZO-VSB-606 '4d t OIVZ6 d3 'OUIPJeUA98 ueS 'IS PJ141 '3 601 SI�aa. om"e5' ' f'•. J.19 JL 7e . _ ., Cam• �-:� �, 2 7(8�•a). 0f, 0 .° C4. _ •`�,�� :y P. - ( r � . ,. �� ®orb �� . �� - .' 1 ' 3wos 31VO - AB03HO3HO. b�6-606 '4� ' f ESTO688-606 "A ITZ$- - 1 OTbZ6 t10 'quipiewa8 ueS ; 31va kaO3ivinowo a ' . '3S PJ141'3 601• d0 1 1 1 109 E. Third St. San Bernardino, CA 92410 Ph. 909-x"217 (fat 909.889 -4153 JOB SHEET NO. OF CALCULATED 8Y DATE CHECKED BY DATE SCALE : fzl�� %'�O- ®/ C X19 55,�P l ®� GF e-AW7 -4- P!/ AD 4' W, Q, /I z C P6 .J. AeS 6a Z.,09 aw, N& ew ra 64) del Draw _ '1 .. T1 'STORM DRAIN LINE "A_!_ WATER-SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEA.OUT SO 926.300 424.010 1. 431.130 R 11030.000 427.580 1 .009. R 1150.930 431.170 1 .013 JX 1154.430 431.300 5 4 .013 16.300 433.300 R 1240.430 431.750 4 .013 SH 1240.430 431.750 3 431.750 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 Q 17.100 .0 0 .000 .000 0 .000 .000 0 90.0 .000 .000 .000 0 FILE: PHASE4LINEA.WSW W S P G W - EDIT LISTING- - Version- 14 -. -06- Date: 4- 9 -2007 Time: 2:14:15 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 W S P G W PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - STORM DRAIN LINE "A" 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: PHASE4LINEA.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 926.300 424.010 1 431.130 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1030.000 427.580 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 1150.930 431.170 1 .013 .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 1154.430 431.300 5 4 0 .013 16.300 .000 433.300 .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 1240.430 431.750 4 .013 .000 .000 .000 0 ELEMENT NO 6 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1240.430 431.750 3 431.750 �D FILE: PHASE4LINEA.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 r - --- - -- WATER- SURFACE PROFILE LISTING Date: 4- 9 -2007 Time: 2:14:20 STORM DRAIN LINE "A" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORM. MOUNTAIN, LA QUINTA FILE: PHASE4LINEIA: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 -1 7(CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTlor -I- I.D.1 -I- ZL IPrs /Pip -I L /Elem -I- ICh Slope I -I- I I -i -I- } I -I- -I- SF Avel -I- -I- -I- -I- HF • ISE DpthlFroude NINorm Dp I "N" I X -Fal1I ZR IType Ch 926.300 424.010 7.120 431.130 33.40 10.63 1.76 432.89 .00 1.91 .00 2.000 .000 .00 1 .0 103.700 .0344 1 .0104 1.08 7.12 .00 1.06 .009 .00 .00 PIPE 1030.000 427.580 4.633 432.213 33.40 10.63 1.76 433.97 .00 1.91 .00 2.000 .000 .00 1 .0 120.930 .0297 .0218 2.64 4.63 .00 1.43 .013 .00 .00 PIPE 1150.930 431.170 3.679 434.849 331.40 10.63 1.76 436.60 .00 1.91 .00 2.000 .000 .00 1 .0 JUNCT STR 0371 .0138 .05 3.68 .00 .013 .00 .00 I- PIPE 1154.430 431.300 6.188 437.488 117 10 5.44 .46 437.95 .00 1.49 .00 2.000 .000 .00 1 .0 86.000 .0052 I .0057 .49 6.19 .00 1.73 .013 .00 .00 PIPE 1240.430 431.750 6.229 437.979 117.10 5.44 .46 438.44 .00 1.49 .00 2.000 .000 .00 1 .0 :t'� p -__ _ TICSTORM DRAIN- _LINE__'!B!! WATER SURFACE- PRESSURE GRADIENT T2 TRACT -NO.- 31681- .4_ -TD -- DESERT- DEV - @ -- CORAL- MO-OUNTAIN, LA QUINTA T3 FILE: PHASE4LINEB.OUT SO 921.670 423.870 1 430:680 R 982.500 426.450 1 .009 JX 985.500 426,580 3 1 .013 4.500 428.450 R 11014.500 426.730 3 .009 SH 1014.500 426.730 3 426.730 CD 1 4 1 .000 2.000 .0.00 .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 0 .000 .000 0 90.0 .000 .000 .000 0 FILE: PHASE4LINEB.WSW W S P G W - EDIT LISTING----Version 14.06 Date: 4- 9 -2007 Time: 5:27: 8 WATER SURFACE P_RO_FILE - 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: PHASE4LZNEB,O -UT - -- 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 U/S DATA STATION INVERT SECT W S ELEV 1014.500 426.730 3 426.730 �v c�� 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 IQ� 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.1 ZL IPrs /Pip L /Elem ICh Slope I I I j I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 921.670 423.870 6.810 430.680 :101.20 3.25 .16 430.84 .00 1.14 .00 2.000 .000 .00 1 .0 60.830 .0929 1 .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 JUNCT STR .0433 .0025 .01 4.29 .00 .013 .00 .00 PIPE 985.500 426.580 4 -353 430.933 5:70 3.23 .16 431.09 .00 .92 .00 1.500 .000 .00 1 .0 1- 29.000 .0052 .0014 .04 4.35 .00 .77 .009 .00 .00 PIPE 1014.500 426.730 4.244 430.974 5.,70 3.23 .16 431.14 .00 .92 .00 1.500 .000 .00 1 .0 T1 STORM_DRAIN LINE "C" WATER SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 -4 TD DESERT -1 -CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEC.OUT SO 877.230 419.640 3 419.810 R 968.000 420.090 3 .009 JX 969.000 420.590 3 3 .013 1.500 422.090 R 1031.000 420.900 7 .009 JX 1032.000 420.910 7 7 .013 .600 422.400 R 1079.120 421.150 7 .009 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 0 .000 .000 0 90.0 .000 .000 .000 0 90.0 .000 .000 .000 0 FILE: PHASE4LINEC.WSW W S P G W - EDIT.LISTING__- Version ,- - ._, Date:12 -15 -2006 Time:11:28:59 (WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING j PAGE 1 CARD SECT CHN' NO OF AVE PIER HEIGHT -I -- 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 FILE: PHASE4LINEC.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SUR_FACE_PROFILE:LISTING Date:12 -15 -2006 Time:11:29: 7 _ lBTORM DRAIN LINE "C "WATER SURFACE PRESSURE GRADIENT TRACT-NO.--31681-4-TD DESERT @- -CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEC.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 jDia. -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 +++++++++ Ix+++ x++++ Ix++ x+++ xl+ x+ x+++ x+ I++ x++++ x+ I++ x++++ I+ x+ x++ xl+++++++++ Ix++ x+++ I+ xx++ x++ I + + + + + + + +I + + + +x + +I + + + + + *xl + + + ++ 1 + + + + +x+ I I I I j I I I I I I I I I 877.230 419.640 .628 420.268 31.90 5.56 .48 420.75 .00 .76 1.48 1.500 .000 .00 1 .0 60.850 .0050 .0046 .28. .63 1.42 .63 .009 .00 .00 PIPE 938.080 I I 419.942 .651 I I 420.593 I I 31.90 5.30 I .44 I 421.03 .00 I .76 I 1.49 I 1.500 I I .000 .00 I 1 .0 17.543 .0050 .0041 .07 .65 1.33 .63 .009 .00 .00 PIPE 955.623 I I 420.029 I .675 I 420.704 I 3190 5.05 I .40 I 421.10 .00 I .76 I 1.49 I I 1.500 I .000 .00 I 1 .0 7.983 .0050 .0036 .03 .68 1.24 .63 .009 .00 .00 PIPE 963.606 420.068 .700 420.768 �3j90 4.82 .36 421.13 .00 .76 1.50 1.500 .000 .00 1 .0 3.733 .0050 � '! .0031 .01 .70 1.15 .63 .009 .00 .00 PIPE 967.339 I I 420.087 I .726 I 420.813 I 13.;90 4.59 I .33 I 421.19 .00 I .76 I 1.50 I 1.500 I I .000 .00 I 1 .0 .661 .0050 .0028 .00 .73 1.08 .63 .009 .00 .00 PIPE 968.000 420.090 .755 920.895 3.90 4.37 .30 421.14 .00 .76 1.50 1.500 .000 .00 1 .0 JUNCT STR .5000 I .0052 .01 .76 1.00 .013 .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 .66 I .98 I 1.000 I I .000 .00" I 1 .0 11.988 .0050 .0050 .06 .59 1.24 .59 .009 .00 .00 1- PIPE 980.988 420.650 .593 421.243 2.40 4.95 .38 421.62 .00 .66 .98 1.000 .000 .00 1 .0 37.316 .0050 I .0048 .18 .59 1.24 .59 .009 .00 .00 PIPE 1018.304 I I 420.837 I .610 I 421.447 C I 2.40 4.78 I .36 I 421.80 .00 I .66 I .98 I 1.000 I I .000 .00 I 1 .0 10.746 .0050 .0043 .05 .61 1.18 .59 .009 .00 .00 PIPE 2, 111 _STORM -- DRAIN _LINE- !!D'!-WATER PRESSURE GRADIENT 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 SH 1190.150 420.510 1 420.510 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 6.600 .0 0 000 .000 0 l6p � FILE: PHASE4LINED .WSW - W- S-.P.:G- W- ,-- EDIT.-- LIST ING S Version_l9.A.6 Date:12 -18 -2006 Time: 8:41:38 ATER „SURFACE PROFILE - CHANNEL DEFINITION_LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR--INV — Y(T)aY(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 PAGE NO 1 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: PHASE4LZNED 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 907.040 417.500 1 417.580 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1190.150 420.510 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1190.150 420.510 1 420.510 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: PHASE4LINE.C.OUT 1 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.I ZL IPrs /Pip L /Elem ICh Slope I I 1 1 SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 1029.050 -I- 420.890 -I- .635 -I- 421.525 -I- 2.40 II- 4.56 .32 -I- -I- 421.85 -I- .00 -I- .66 -I- .96 -I- 1.000 -I- .000 -I- .00 1 1- .0 1.950 .0050 .0038 .01 .64 1.09 .59 .009 .00 .00 PIPE 1031.000 420.900 .663 421.563 2.4� 0 4.34 .29 421.86 .00 .66 .95 1.000 .000 .00 1 .0 JUNCT STR .0100 ( .0049 .00 .66 1.00 .013 .00 .00 I- PIPE 1032.000 I I 420.910 I .949 I 421.859 f l 1.80 I 2.34 .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 1- PIPE 1046.391 420.983 .883 421.866 1.80 2.45 .09 421.96 .00 .57 .64 1.000 .000 :00 1 .0 10.034 .0051 I .0011 .01 .88 .40 .49 .009 .00 .00 1- PIPE 1056.425 I I 421.034 I .834 I 421.869 f l 1.80 I 2.57 .10 I 421.97 .00 I .57 I .74 I I 1.000 I .000 .00 I 1 .0 8.245 .0051 .0012 .01 .83 .47 .49 .009 .00 .00 PIPE 1064.671 421.076 -I- .792 421.869 1.80 2.70 .11 421.98 .00 .57 .81 1.000 .000 .00 1 .0 -I- 6.914 .0051 -I- -1- l- -1- -1- .0014 -1- .01 -I- .79 -I- .52 -I- .49 -I- .009 -I- .00 .00 1- PIPE 1071.585 I I 421.112 I .7.55 I 421.867 it 1.80 I 2.83 .12 I 421.99 .00 I .57 I .86 I I 1.000 I .000 .00 I 1 .0 6.056 .0051 .0015 .01 .76 .58 .49 .009 .00 .00 PIPE 1077.641 421.142 .721 421.864 1.80 2.96 .14 422.00 .00 .57 .90 1.000 .000 .00 1 .0 1.479 .0051 .0016 .00 .72 .64 .49 .009 .00 .00 PIPE 1079.120 I I 421.150 I .712 I 421.862 !1 1.80 i I 3.01 .14 I 422.00 .00 I .57 I .91 I I 1.000 I .000 .00 I 1 .0 f 4J FILE: PHASE4LINED.WSW. W S P G W- CIVILDESIGN'Version 14.06 PAGE 1 -- - -•- - - - - - Program Package Serial Number: 158.6 WATER 'SURFACE PROFILE'LISTING Date:12 -18 -2006' Time: 8:41:42- '. : ,STORM DRAIN - LINE- "D "= WATERLPRESSUk" GRADIENT ' - TRACT 31681 -4 TD DESERT @ CORAL MOUNTAIN, LPi QUZNTA • �- - - FILE: PHASULINED I Invert I Depth I Water I Q `I Vel Ve3 I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I ,Elev 1,'(FT) I Elev I (C FS) I (FPS) Head I Grd.El.l, Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem 1Ch Slope I I I I - SF Aver HF ISE DpthlFroude N1Norm•Dp I "N" 1 X -Fa111 ZR 1Type Che 907.040 417.500 .680 418.180 6.60 •� 8.48 1.12 419.30 .00 .99 1.49 1.500 .000 .00 I- 1 .0 ' 62.135 .0106 .0106 .66 .68 2.07 .68 - .009 .00 .00 PIPE ' I 969.174 I 418.161 I .680 418.840. I I 6:60 I, 8.48. •1.12 I 419.96 -.00 I I .99 1.49 I I_ 1.500 I '.000 .00 1 .0 119.789 .0106 .0101 1.21 .68 2.07 .68 ".009 - .00 .00 PIPE 1088.964 419.434 .699 420.133 .'6.60 8.17 1.04 421.17 - ,.00 .99 1.50 1.500 .000 .00 I- 1 ,.0 -1- 71- -1- 1- ' 41.838 .0106 ��I .0090 .38 ':70 1.96 .68 .009 .00 .00 PIPE ' � I 1130.802 I 419.879 •I .726 420.605 I ... 6.60 I 7.79, .94 I. 421.55 .00 I I .99 I 1.50 I I 1.500 I .000 .00 I 1 .0 _I_ -1 i 1- 7 21.805 .0106 ' .0079 .17 .73 1.82 .68 .009 .00 .00 PIPE 1152.606 420.111 .753 420.864 6:60 7.42 .86 421.72 .00 .99 1.50 1.500 .000 1.00 1 .0 13.418 .0106 .0070 .09 .75 1.70 .68 .009 .00 .00 PIPE 1166.025 420.254 .782 "421.036 6.60 7.08 .78 4.21.81 .00 .99 1.50 1.500 - .000 .00 1 .0 8.899 .0106 .0062 .05. 78 1.58 .68 .009 .00 .00 PIPE 1174.923 420.348 - :813 421.161 6.60 -6.75 .71 421.87, .00 .99 - 1.49 - 1.500 .000 .00 1 .0 ' 6.224 .0106 ` °�I .0054 .03 .81 1.47 .68 .009 .00 .00 PIPE I 1181.147 I 420.414 I .845 421.259 I 6.60 I 6.43 .64 I 421.90 .00 I Ir .99 1.49 I I 1.500 I .000 .00 I 1 • .0 ` 4.368 .0106 -.1 .0048 � :02 .85 "ti 1.37 68 .009 .00 .00 PIPE ' .,� -t• •. ' I�: � _ I r - I I I I 1 .. 1 1185.515 420.461 .878 421.339 .. ": 6.60• 6.13 .58 ` 421.92' .00 ..99 '1.48 1.500 000 .00 1 .0 -1 -t -17 `I- -1- -I- �. -1- -I -I- -1- -1- -I- I- - ` 2.684 .010 6, " .0042 .01 .88 1.27 .68 .009 .00 .00 PIPE_- _ 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 tSTORM DRAIN LINE "D "' WATER.PRESSOM- GRADIENT TRACT NO. 31681 -4 TD DESERT -@ -CORAL MOUNTAIN, LA QUINTA FILE: 1PSASE4LI ;NED I Invert I Depth I Water I 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. -FTlor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I -I- I , 1I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch 1188.198 420.489 .914 421.403 6.60 5.85 .53 421.93 .00 .99 1.46 1.500 .000 .00 1 .0 1.500 .0106 .0038 .01 .91 1.17 .68 .009 .00 .00 PIPE 1189.698 I I 420.505 I .952 I ! I I I I I 421.457 6.60 5.58 .48 421.94 .00 .99 1.44 I I I 1.500 .000 .00 I 1 .0 .452 .0106 .0033 .00 .95 1.09 .68 .009 .00 .00 1- PIPE •1190.150 420.510 .994 421.504 6.60 5.31 .44 421.94 .00 .99 1.42 1.500 .000 .00 1 .0 I- .. v T1 STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT j 0 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 .000 .000 0 JX 865.830 417.250 1 1 .013 6.600 417.250 27.2 :000 R 923.910 419.600 1 .009 .000 .000 0 TS 924.000 420.600 7 .009 .000 JX 976.010 425.650 7 7 .009 1.900 425.650 33.1 - 33.061 R 1004.790 428.720 7 .009 .000 .000 0 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 T w� FILE: PHASE4LINEE.WSW W` -S -P G W. ---EDIT LISTING _ Version 19- . -06 -1 Date: 4 -10 -2007 Time:11:26:38 WATER- SURFACE`PRO_FILE = 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 .9 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 1.000 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: PHASE4LINEE. FTJ 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 1004.790 428.720 7 428.720 T w� FILE: PHASE4LINEE.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 WATER SURFACE PROF IL E.LISTING _ i Date: 4 -10 =2007 Time ?11:26:93 1_STORM -DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORM: 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 Elev I (FT) I Elev I (C FS) 1 (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 f I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 740.620 412:790 .634 413.424 10.50 12.27 2.34 415.76 .00 1.16 1.86 2.000 .000 .00 1 .0 7.639 .0365 ( .0209 .16 .63 3.19 .56 .009 .00 .00 PIPE 748.259 413.069 .647 413.716 16.50 11.92 2.21 415.92 .00 1.16. 1.87 2.000 .000 .00 1 .0 10.052 .0365 .0188 .19 .65 3.06 .56 .009 .00 .00 PIPE 758.311 413.435 .670 414.105 10.50 11.36 2.01 416.11 .00 1.16 1.89 2.000 .000 .00 1 .0 7.920 .0365 .0165 .13 .67 2.86 .56 .009 .00 .00 PIPE 766.231 I I 413.724 I .694 I 414.418 I 10.50 10.84 I 1.82 I 416.24 .00 I 1.16 I 1.90 I I 2.000 I .000 .00 I 1 .0 6.391 0365 .0144 .09 .69 2.68 .56 .009 .00 .00 PIPE 772.622 -I- I I 413.957 I .719 I 414.676 I 10:50 10.33 I 1.66 I 416.33 .00 I 1.16 I 1.92 I I 2.000 I .000 .00 I 1 .0 5.279 -I- .0365 I -I- -I- ; -I- -I- -I- .0127 -I- .07 -I- .72 -I- 2.50 -I- .56 -I- .009 -I- .00 .00 1- PIPE 777.901 I 414.150 I .744 I 414.894 I 10.50 9.85 I 1.51 I 416.40 .00 I 1.16 I 1.93 I I 2.000 I .000 .00 I 1 .0 4.335 .0365 .0111 .05 .14 2.34 .56 .009 .00 .00 PIPE 782.236 -I- I I 414.308 -I- I .771 I 415.079 I 10.50 9.39 I 1.37 I 416.45 .00 I 1.16 I 1.95 I I 2.000 I .000 .00 1 .0 3.611 .0365 -I- -I- -I- -I- -I- .0097 -I- .04 -I- .77 -I- 2.18 -I- .56 -I- .009 -I- .00 .00 1- PIPE 785.847 I I 414.439 I .799 I 415.238 I 110.50 8.95 I 1.25 I 416.48 .00 I 1.16 I 1.96 I I 2.000 I .000 .00 I 1 .0 3.016 .0365 .0086 .03 .80 2.04 .56 .009 .00 .00 PIPE 788.862 414.549 .828 415.377 10:50 8.54 1.13 416.51 .00 1.16 1.97 2.000 .000 .00 1 .0 2.483 .0365 .0075 .02 .83 1.90 .56 .009 .00 .00 PIPE � %fig ...... Y .% 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: PHASE41LINEE.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 (CM I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FT1or 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 -Fa111 ZR IType Ch I I 791.345 -I- 414.640 I .859 I 415.499 I 10.50 I 8.14 1.03 I 416.53 I .00 1.16 I 1.98 I 2.000 I I .000 .00 I 1 .0 2.094 -I- .0365 -I- -I- -I- -I- -I- .0066 -I- .01 -I- .86 1.78 -I- -I- .56 -I- .009 -I- .00 .00 1- PIPE 793.439 I I 414.716 I .890 I 415.606 I 10.50 I 7.76 .94 I 416.54 I .00 1.16 I 1.99 I 2.000 I I .000 .00 I 1 .0 1_.697 .0365 .0058 .01 .89 1.66 .56 .009 .00 .00 PIPE 795.136 -I- I I 414.778 -I- I .923 I 415.701 I 10.',50 I 7.40 .85 I 416.55 I .00 1.16 I 1.99 I 2.000 I I .000 .00 I 1 .0 1.349 .0365 -I- -I- -I- -I- -I- .0051 -I- .01 -I- .92 1.55 -I- -I- .56 -I- .009 -I- .00 .00 1- PIPE 796.484 I I 414.827 I .958 I 415.785 I 10:50 I 7.06 .77 I 416.56 I .00 1.16 I 2.00 I 2.000 I I .000 .00 I 1 .0 1.072 .0365 .0045 .00 .96 1.44 .56 .009 .00 .00 PIPE 797.556 -I- I 1 414.866 -I- I .994 I 415.861 I 101.50 I 6.73 .70 I 416.56 I .00 1.16 I 2.00 I 2.000 I I .000 .00 I 1 .0 .766 .0365 I -I- -I- -I- -I- -I- .0040 -I- .00 -I- .99 1.34 -I- -I- .56 -I- .009 -I- .00 .00 1- PIPE 798.322 -i- I 414.894 -I- I 1.033 -I- I 415.927 I 10'.50 I 6.41 .64 I 416.57 I .00 1.16 I 2.00 I 2.000 I I .000 .00 I 1 .0 .548 .0365 -I- -I- -I- -I- .0035 -I- .00 -I- 1.03 1.25 -I- -I- .56 -I- .009 -I- .00 .00 1- PIPE 798.870 -I- I I 414.914 -I- I 1.073 -I- I 415.987 I 16.50 I 6.12 .58 I 416.57 I .00 1.16 I 1.99 I 2.000 I I .000 .00 I 1 .0 .323 .0365 -I- -I- -I- -I- .0031 -I- .00 -I- 1.07 1.16 -I- -I- .56 -I- .009 -I- .00 .00 1- PIPE 799.194 -I- I I 414.926 I 1.115 I 416.041 I 10.50 I 5.83 .53 I 416.57 I .00 1.16 I 1.99 I 2.000 I I .000 .00 I 1 .0 .106 -1- .0365 -I- -I- -I- -I- -I- .0027 -I- .00 -I- 1.12 1.08 -I- -I- .56 -I- .009 -I- .00 .00 1- PIPE 799.300 I I 414.930 I 1.161 I 416.091 I 10.50 I 5.55 .48 I 416.57 I .00 1.16 I 1.97 I 2.000 I I .000 .00 I 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- JUNCT STR .0349 1.16 1.00 .013 .00 .00 PIPE y Y:q FILE: PHASE4LINEE.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: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 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 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**+***** IY**++#+}+ I**+++}*+* I* x***#} I* x***** IY#+#***+# 1*+*+++# IYY*}* x#* Ix + * * * * + *IxY * * * * *I * # + + + * *1Y * * #} 1 * * + + * #* I 865.830 I I 417.250 I .325 I 417.575 I 3.90 1 11.73 2.14 I 419.71 .00 I I .69 1.48 I 2.000 I I .000 .00 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 -I- 33.529 -I- .0405 -I- -I- -I- -I- -I- .0466 -I- 1.56 -I- .32 -I- 4.37 -I- .33 -I- .009 -I- .00 .00 1- PIPE 906.379 418.891 .314 419.205 3190 12.34 2.36 421.57 .00 .69 1.46 2.000 .000 .00 1 .0 -I- 17.531 -I- .0405 -I- -I- i -I- -I- -I- .0539 -I- .99 -I- .31 -I- 9.67 -I- .33 -I- .009 -I- .00 .00 1- PIPE 923.910 419.600 .304 419.904 3.90 12.94 2.60 422.50 .00 .69 1.44 2.000 .000 .00 1 .0 TRANS STR 11.1078 .0415 .00 .30 4.98 .009 .00 .00 PIPE 924.000 I I 420.600 I .482 I 421.082 I 3.90 I 10.40 1.68 I 422.76 .04 I I .84 1.00 I I 1.000 I .000 .00 I 1 .0 -I- 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 425.650 I .257 I 425.907 I 2:00 I 12.54 2.44 I 428.35 .00 I I .60 .87 I I 1.000 I .000 .00 I 1 .0 4.300 .1067 .0689 .30 .26 5.18 .23 .009 .00 .00 PIPE 980.310 I I 426.109 I .263 I 426.372 I 2.00 I 12.11 2.28 I 428465 .00 I I .60 .88 I I 1.000 I .000 .00 I 1 .0 -I- 4.367 -I- .1067 -I- -I- -I- -I- -I- .0614 -I- .27 -I- .26 -I- 4.93 -I- .23 -I- .009 -I- .00 .00 1- PIPE 984.677 I I 426.574 I .272 I 426.847 I 2.00 I 11.54 2.07 I 428.92 .00 I I .60 .89 I I 1.000 I .000 .00 I 1 .0 3.377 .1067 .0537 ..18 .27 4.61 .23 .009 .00 .00 1- PIPE 988.054 I I 426.935 -I- I .281 I 427.216 I 2.00 I 11.00 1.88 I 429.10 .00 I I .60 .90 I I 1.000 I .000 .00 I 1 .0 -1- 2.695 .1067 -I- -I- -I- -I- -I- .0469 -I- .13 -I- .28 -I- 4.31 -I- .23 -I- .009 -I- .00 .00 1- PIPE 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 STORM DRAIN LINE "E" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEE.OUT +++++ x+++ x++ x+ xx++ xx+++ x+++++++++++++++++ x+++++++ x+++++ x+++++++++ x++++++++++ x+ xx++++ x++++ x+ x +xx +xx + + + + + + +x +xx + +xx + + + + +x +x+ + + +x +xx+ I Invert I Depth I Water I Q ► 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.I ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp I "N" -1- I X -Fall) ZR IType Ch 990.749 I I 427.222 .291 I I 427.513 I 2.00 I 10.49 1.71 I 429.22 I .00 I .60 .91 I 1.000 I I .000 .00 I 1 .0 -I- 2.217 -I- .1067 -I- -I- -I- -I- -I- .0411 -I- .09 -I- .29 -I- 4.04 -I- .23 -I- .009 -I- .00 .00 1- PIPE 992.966 I I 427.459 .301 I I 427.760 I 2.00 I 10.00 1.55 I 429.31 I .00 I .60 .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 427.655 .312 I I 427.967 I 2.00 I 9.54 1.41 I 429.38 I .00 I .60 .93 I 1.000 I I .000 .00 I 1 .0 -I- 1.563 -I- .1067 -I- -I- -I- -I- -I- .0315 -I- .05 -I- .31 -I- 3.53 -I- .23 -I- .009 -I- .00 .00 1- PIPE 996.372 I I 427.822 .323 I I 428.145 I 2.00 I 9.09 1.28 I 429.43 I .00 I .60 .94 I 1.000 I I .000 -I- .00 I 1 .0 -I- 1.338 -I- .1067 -I- -I- I- -I- -I- .0276 -I- .04 -I- .32 -I- 3.31 -I- .23 -I- .009 .00 .00 1- PIPE 997.710 I I 427.965 .334 I I 428.299 I 2.00 I 8.67 1.17 I 429.47 I .00 I .60 .94 I 1.000 I I .000 .00 I 1 .0 -I- 1.141 -I- .1067 -I- -I- -I- -I- -I- .0242 -I- .03 -I- .33 -I- 3.09 -I- .23 -I- .009 -I- .00 .00 1- PIPE 998.851 -I- I I 428.086 .346 I I 428.433 I 2.00 I 8.27 1.06 I 429.49 I .00 I .60 .95 I 1.000 I I .000 .00 I 1 .0 .977 -I- .1067 -I- -I- -I- -I- -I- .0212 -I- .02 -I- .35 -I- 2.89 -I- .23 -I- .009 -I- .00 .00 1- PIPE 999.828 I I 428.191 .359 I I 428.550 I 2.00 I 7.88 .96 I 429.51 I .00 I .60 .96 I 1.000 I I .000 .00 I 1 .0 -I- .860 -I- .1067 -I- -I- -I- -I- -I- .0186 -1- .02 -I- .36 -I- 2.70 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1000.688 I I 428.282 .371 I I 428.654 I 2.00 I 7.52 .88 I 429.53 I .00 I .60 .97 I 1.000 I I .000 .00 I 1 .0 -I- .728 -I- .1067 -I- -I- -I- -I- -I- .0163 -I- .01 -I- .37 -I- 2.52 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1001.416 I I 428.360 .385 I I 428.745 I 2.00 I 7.17 .80 I 429.54 I .00 I .60 .97 I 1.000 I I .000 -I- .00 I 1 .0 -I- .633 -I- .1067 -I- -I- -1- -I- -I- .0143 -I- .01 -I- .39 -I- 2.36 -I- .23 -I- .009 .00 .00 1- PIPE 1 M M M M M M M M M M M M M M M r M M FILE: 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 QUINTA FILE: PHASE4LINEE.OUT x++ x+ xxxxxxxxxx++++ x++++++++++++ x+ xxxxxx+ xxxxxx++++++++++ x+++ xxxxxxxxxxx+ xxxxxxxxxxx++>++++ + + + + ++xx +xxx +x > +xxxxxxxx > + + + + ++ + +xxxx ++ 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 -I- Width -I- IDia. -FTlor -I- I.D.I -I- ZL IPrs /Pip -I L /Elem ICh Slope I -I- I I -I- t I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude NINorm Dp 1 "N" I X -Fall) ZR IType Ch +++++ xxxxlxxxxxxxxxlxx+ xx+ xxlx+++ xxx+ xlxxxx+ x+++ Ix+ x+ xx+ 1+++++++ 1+++++++++ 1+++++++ 1>+++ xxxxlxxxx +x + +I + + +x + +xlxxx > +x +I + » ++ I >x +xx +x 1002.049 I I 428.428 .399 I I 428.827 I 2.00 I 6.83 .73 I 429.55 .00 I I .60 .98 I 1.000 I I .000 .00 I 1 .0 -I- .552 -I- .1067 -I- -I- -I- -I- -I- .0126 -I- .01 -I- .40 -I- 2.20 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1002.601 I I 428.486 .413 I I 428.900 I 2:00 I 6.52 .66 I 429.56 .00 I I .60 .98 I 1.000 I I .000 .00 I 1 .0 -I- .459 -I- .1067 -I- -I- -i- -I- -I- .0110 -I- .01 -I- .41 -I- 2.06 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1003.060 I I 428.535 .429 I I 428.965 I 2:00 I 6.21 .60 I 429.56 .00 I I .60 .99 I 1.000 I I .000 .00 I 1 .0 .407 .1067 .0097 .00 .43 1.92 .23 .009 .00 .00 PIPE 1003.467 I I 428.579 .444 I I 429.023 I 2.00 I 5.92 .54 I 429.57 .00 -1- I I .60 .99 I 1.000 I I .000 .00 I 1 .0 -I- .331 -I- .1067 -I- -I- -I- -I- -I- .0085 -I- .00 .44 -i- 1.79 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1003.798 I I 428.614 .461 I I 429.075 I 2.00 I 5.65 .50 I 429.57 .00 I I .60 1.00 I 1.000 I I .000 .00 I 1 .0 -I- .282 -I- .1067 -I- -I- -I- -I- -I- .0075 -I- .00 -I- .46 -I- 1.67 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1004.080 -I- I I 428.644 -I- .478 I I 429.122 I 2.00 I 5.38 .45 I 429.57 .00 I I .60 1.00 I 1.000 I I .000 .00 I 1 .0 .229 .1067 -I- -I- -I- -I- -I- .0066 -I- .00 -I- .48 -I- 1.56 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1004.310 I I 428.669 .496 I I 429.165 I 2.00 I 5.13 .41 I 429.57 .00 I I .60 1.00 I 1.000 I I .000 .00 I 1 .0 -I- .180 -I- .1067 -I- -I- -I- -I- -I- .0058 -I- .00 -I- .50 -I- 1.45 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1004.490 I I 428.688 .515 I I 429.203 I 2.00 I 4.89 .37 I 429.58 .00 I I .60 1.00 I 1.000 I I .000 .00 I 1 .0 -I- .136 -I- .1067 -I- -I- -I- -I- -I- .0051 -I- .00 -I- .52 -I- 1.35 -I- .23 -I- .009 -I- .00 .00 1- PIPE 1004.626 I I 428.703 .535 I I 429.238 I 2.00 I 4.67 .34 I 429.58 .00 I I .60 1.00 I 1.000 I I .000 .00 I 1 .0 -I- .095 -I- .1067 -I- -I- -I- -I- -I- .0045 -I- .00 -I- .54 -I- 1.25 -I- .23 -I- .009 -I- .00 .00 1- PIPE 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 I Invert I Depth i I Water I Q'' I Vel Vel I Energy I Super ICriticallFlow ToplHeight /[Base Wt1 INo Wth Station -I- I Elev I -I- (FT) I Elev I (CF$) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTlor I.D.1 -I- -I- ZL IPrs /Pip -I L /Elem ICh Slope I -I- -I- -1- -I- -I- -I- -I- -I- -I- I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR [Type Ch 1004.721 I I 428.713 .556 I I I I I I I 429.269 2.00 4.45 .31 429.58 .00 .60 .99 I I I 1.000 .000 .00 I 1 .0 -I- .048 -I- .1067 -I- -I- -I- -I- -I- -I- -I- -I- -I- .0040 .00 :56 1.17 .23 -I- -I- .009 .00 .00 1- PIPE 1004.770 I I 428.718 .579 I I I I I I I 429.297 2.00 4.24 .28 429.58 .00 .60 .99 I I I 1.000 .000 .00 I 1 .0 .020 .1067 .0035 .00 .58 1.08 .23 .009 .00 .00 PIPE 1004.790 -I- 428.720 -I- .603 -I- 429.323 2.00 4.04 .25 429.58 .00 .60 .98 -I- -1- -I- . -I- =1- -I- -I- -I- 1.000 .000 -I- -I- .00 1 .0 I- Ti STORMDRAIN LINE "E- 1!�WATER- SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681 =4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEEI.OUT SO 976.770 425.650 1 425.500 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 FILE: PHASE4LINEEI.WSW S P -G W -- EDIT LISTING - Version 14.06 Date: 4 -10 -2007 Time: 2: 0:39 _W WATERYaSURFACE,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 9 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 - TILE:-PHASE4LINEEI-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 976.770 425.650 1 425.900 ELEMENT NO 2 IS A REACH * *` U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1016.110 428.130 1 .009 .000 .000 .000 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1016.110 428.130 1 428.130 �i 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 "E =1" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PH_ASE4LINEEI.OUT I Invert I Depth I Water I Q 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.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem 1Ch Slope I I 1 j� 1 SF Avel HF ISE DpthlFroude NlNorm Dp I "N" I X -Fa111 ZR IType Ch 976.770 425.650 .276 425.926 1.90 10.78 1.81 427.73 .00 .59 .89 1.000 .000 .00 1 .0 9.062 .0630 .0464 .42 .28 4.28 .26 .009 .00 .00 PIPE I I I I i I I I I I I I I I 985.832 426.221 .285 426.506 1.90 10.29 1.65 428.15 .00 .59 .90 1.000 .000 .00 1 .0 -I- 6.269 -I- .0630 -I- -I- 1- II -I- -I- 0406 -I- .25 -I- .29 -I- 4.01 -I- .26 -I- .009 -I- .00 .00 1- PIPE 992.101 I 426.616 I .294 I I 426.911 1.1,90 9.82 I 1.50 I 428.41 .00 I .59 I .91 I I 1.000 I .000 .00 I 1 .0 4.545 .0630 .0355 .16 .29 3.75 .26 .009 .00 .00 1- PIPE 996.646 426.903 .305 427.208 1.190 9.36 1.36 428.57 .00 .59 .92 1.000 .000 .00 1 .0 3.560 .0630 0311 .11 .31 3.51 .26 .009 .00 .00 1- PIPE 1000.206 427.127 .315 427.443 1.90 8.92 1.24 428.68 .00 .59 .93 1.000 .000 .00 1 .0 -I- 2.806 -I- .0630 -I- -I- -I- -I- -I- .0273 -I- .08 -I- .32 -I- 3.28 -I- .26 -I- .009 -I- .00 .00 1- PIPE 1003.011 I 427.304 I .327 I I 427.631 I 1.90 8.51 I 1.12 I 428.76 .00 I .59 I .94 I I 1.000 I .000 .00 I 1 .0 2.329 .0630 .0239 .06 .33 3.07 .26 .009 .00 .00 1- PIPE 1005.340 427.451 .338 427.789 1.90 8.11 1.02 428.81 .00 .59 .95 1.000 .000 .00 1 .0 -I- 1.920 -I- .0630 -I- -I- I- -I- -I- .0209 -I- .04 -I- .34 -I- 2.87 -I- .26 -I- .009 -I- .00 .00 1- PIPE 1007.260 I 427.572 I .350 I I 427.922 f I 1.90 7.73 I .93 I 428.85 .00 I .59 I .95 I I 1.000 I .000 -I- .00 I 1 .0 -I- 1.598 -I- .0630 -I- -I- -I- -I- -I- .0183 -I- .03 -I- .35 -I- 2.69 -I- .26 -I- .009 .00 .00 1- PIPE I I I I j I I I I I I I I I 1008.859 427.673 .363 428.036 1.90 7.37 .84 428.88 .00 .59 .96 1.000 .000 .00 1 .0 1.358 .0630 .0161 .02 .36 2.51 .26 .009 .00 .00 PIPE y "'aD 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: 2: 0:43 STORMDPAIN LINE "E -1" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEEI.OUT xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxx xxxxxxxxxxxxxxxxxxxxxxxxxx+ xxxxxxxxxxxx+ xxxxxxx :t +xxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxx 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.I -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope -I- I -1- I I -1- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp I "N" I X -Fa11I ZR IType Ch xx+ xxxxxxlxxxxxxxxxlxxxxxxx +Ixxxxxxxxxlxxxxxx'x xxlxxxxxxxlx+ xxxxxlx+ x+ xxxxxlxx+ xxx+ Ixxx+ xxxxlxx +x +xxxlxxxxxxxlxx +xxxxlxxxxx Ixx +xx +x 1010.217 I 427.759 I .376 I I 428.135 I 1.90 7.03 I .77 I 428.90 I .00 .59 I .97 I I 1.000 I .000 .00 1 .0 1.161 .0630 .0141 .02 .38 2.35 .26 .009 .00 .00 PIPE 1011.377 I 427.832 I .389 I I 428.221 I 1.90 6.70 I .70 I 428.92 I .00 .59 I .98 I I 1.000 I .000 .00 I 1 .0 -I- .976 -I- .0630 -I- -I- -I- -I- -I- .0124 -I- .01 -I- .39 2.19 -I- -I- .26 -I- .009 -I- .00 .00 1- PIPE 1012_.353 I 427.893 I .403 I I 428.296 I 1.90 6.39 I .63 I 428.93 I .00 .59 I .98 I I 1.000 I .000 .00 I 1 .0 -1- .818 -I- .0630 -I- -I- -I- -I- -I- .0109 -I- .01 -I- .40 2.05 -I- -I- .26 -I- .009 -I- .00 .00 1- PIPE 1013.171 I 427.945 I .418 I I 428.363 I 1.90 6.09 I .58 I 428.94 I .00 .59 I .99 I I 1.000 I .000 .00 I 1 .0 -I- .681 -I- .0630 -I- -I- -I- -I- -I- .0095 -I- .01 -I- .42 1.91 -I- -I- .26 -I- .009 -I- .00 .00 1- PIPE 1013.852 I I 427.988 I .434 I 428.422 I 1.90 5.81 I .52 I 428.95 I .00 .59 I .99 I I 1.000 I .000 .00 I 1 .0 -I- .579 -I- .0630 -I- -I- -I- -I- -I- .0084 -I- .00 -I- .43 1.78 -I- -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 .48 I 428.95 I .00 .59 I 1.00 I I 1.000 I .000 -I- .00 I 1 1- .0 -I- .491 -I- .0630 -I- -I- -I- -I- -I- .0074 -I- .00 -I- .45 1.66 -I- -I- .26 -I- .009 .00 .00 PIPE I 1014.922 I I 428.055 I .466 I 428.521 I 1.90 5.28 I .43 I 428.95 I .00 .59 I 1.00 I I 1.000 I .000 -I- .00 1 .0 -I- .378 -I- .0630 -I- -I- -I- -1- -I- .0065 -I- .00 -I- .47 1.55 -I- -I- .26 -I- .009 .00 .00 1- PIPE 1015.301 I I 428.079 I .484 I 428.563 I 1.90 5.04 I .39 I 428.96 I .00 .59 L 1.00 I I 1.000 I .000 -I- .00 I 1 .0 -I- .311 -I- .0630 -I- -I- -I- -I- -I- .0057 -I- .00 -I- .48 1.44 -I- -I- .26 -I- .009 .00 .00 1- PIPE 1015.611 I I 428.099 I .502 I 428.601 I 11.90 4.80 I .36 I 426.96 I .00 .59 I 1.00 I I 1.000 I .000 .00 I 1 .0 .216 .0630 .0050 .00 .50 1.35 .26 .009 .00 .00 PIPE e� ��9 M = = = = M 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 "E -1" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEEI.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. -FTlor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude N1Norin Dp I "N" I X -Fa111 ZR IType Ch I 1015.828 I 428.112 I .522 I I I I I 428.634 1.90 4.58 .33 428.96 .00 I I .59 1.00 I I I 1.000 .000 .00 1 .0 -I- .164 -I- .0630 -I- -I- -I- -I- -I- -1- -I- .0044 .00 .52 -I- -I- 1.25 .26 -I- -I- .009 .00 .00 1- PIPE 1015.992 -I- 428.123 I .542 I I I I I 428.665 1.90 4.37 .30 428.96 .00 I I .59 1.00 I I I 1.000 .000 .00 I 1 .0 .100 -I- .0630 -I- -I- -I- -I- -I- -I- -I- .0039 .00 .54 -I- -I- 1.16 .26 -I- -1- .009 .00 .00 1- PIPE 1016.091 -I- I 428.129 I .563 I I I I I 428.692 1.90 4.16 .27 428.96 .00 I I .59 .99 I I I 1.000 .000 .00 I 1 .0 .019 -I- .0630 -I- -I- -I- -I- -I- -I- -I- .0034 .00 .56 -I- -I- 1.08 .26 -I- -I- .009 .00 .00 1- PIPE 1016.110 I 428.130 I .587 I I I I I 428.717 1.90 3.96 .24 428.96 .00 I I .59 .98 I I I 1.000 .000 .06 I 1 .0 CD Tl�STORM DRAIN,LINE_!'F "__WATER SURFACE PRESSURE GRADIENT 0 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 .000 .000 0 R 688.530 418.830 1 .009 .000 .000 0 R 767.710 421.780 1 .009 .000 .000 0 R 842.460 425.070 1 .009 .000 .000 0 R 881.700 427.480 1 .009 .000 .000 1 R 932.510 428.640 1 .009 116.448 .000.0 R .988.630 429.930 1 .009 .000 .000 0 R 1003.850 430.280 1 .009 .000 - 22.500 0 SH 1003.850 430.280 1 430.280 CD 1 4 1 .000 2.000 .000 .000 .000 .00 Q 15.800 .0 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 1L -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:-- PHA5E4LINEF.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 J 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 +++++ xxxx++ xx+++ x+ xx++++ xxxxxx+ xxxxx+++++ xx++ x+ xx++++ xxxxxxx++ xxx++ x+ xxx+ xxxxx+ x+ xxxxxxxxxx +x +x + + + + + +xxx + +x + + +xx + + +x + +xx ++ + +x +xx +x 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.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- -1- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR -I IType Ch x++++++ xxlxxx++++++ I++++ xxx+ Ix++ x+ xx+ xl++ x+; xxxxxlxx+ xxx+ I+ xxxx++ Ixx+ x+++ x+ Ixxx++ xxlxx+ x+ xxxlxxxxx + +xl +xx + +x +Ixx +x + + +Ixxxxx I + + +xxx+ 571.210 414.000 9.560 423.560 15:80 5.03 .39 423.95 .00 1.43 .00 2.000 .000 .00 1 .0 45.210 .0458 .0023 .11 9.56 .00 .65 .009 .00 .00 PIPE 616.920 I I 416.070 I 7.596 I 423.666 l I 15.'80 5.03 I .39 I 424.06 I .00 I 1.43 .00 I 2.000 I I .000 .00 I 1 .0 72.110 .0383 .0023 .17 7.60 .00 .68 .009 .00 .00 PIPE 688.530 418.830 5.004 423.834 15.80 5.03 .39 424.23 .00 1.43 .00 2.000 .000 .00 1 .0 58.419 .0373 0023 .14 5.00 .00 .68 .009 .00 .00 PIPE 746.949 I I 421.007 I 2.964 I 423.971 I 15.80 5.03 I .39 I 424.36 I .00 I 1.43 .00 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 746.949 I I 4.21.007 I .669 I 421.675 j l 15:80 17.16 I 4.57 I 426.25 I .00 I 1.43 1.89 I 2.000 I I .000 .00 I 1 .0 20.761 .0373 1 .0402 .83 .67 4.33 .68 .009 .00 .00 PIPE 767.710 I I 421.780 I .669 I 422.449 ! I 15.80 17.16 I 4.57 I 427.02 I .00 I 1.43 1.89 I 2.000 I I .000 .00 I 1 .0 24.829 .0440 I .0395 .98 .67 4.33 .65 .009 .00 .00 PIPE 792.539 422.873 .675 423.548 15.80 16.94 4.46 428.00 .00 1.43 1.89 2.000 .000 .00 1 .0 49.921 .0440 .0364 1.82 .68 4.25 .65 .009 .00 .00 PIPE 842.460 I I 425.070 I .699 I 925.769 1 I 15.80 16.15 I 4.05 I 429.82 I .00 I 1.43 1.91 I 2.000 I I .000 -I- .00 I 1 .0 -I- 10.435 -I- .0614 -I- -I- i -I- -I- -I- .0321 -I- .33 -I- .70 -I- 3.97 -I- .60 -I- .009 .00 .00 1- PIPE 852.895 425.711 .721 426.432 15.80 15.48 3.72 430.15 .00 1.43 1.92 2.000 .000 .00 1 .0 9.449 .0614 .0284 .27 .72 3.74 .60 .009 .00 .00 PIPE ii 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: PNASE4LINEF.OUT I Invert I Depth I Water I IQ I Vel Vel I Energy l 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.1 ZL IPrs /Pip L /Elem ICh Slope I I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 862.343 426.291 .747 427.038 15A0 14.76 3.38 430.42 .00 1.43 1.93 2.000 .000 .00 1 .0 7.703 .0614 .0249 .19 .75 3.50 .60 .009 .00 .00 PIPE 870.047 426.764 .773 427.537 I 115'.80 14.07 3.08 430.61 .00 1.43 1.95 2.000 .000 .00 1 .0 6.328 .0614 1 .0218 .14 .77 3.27 .60 .009 .00 .00 PIPE I I I I ! I I I I I I I I I 876.375 427.153 .802 427.955 15' .80 13.42 2.80 430.75 .00 1.43 1.96 2.000 .000 .00 1 .0 5.325 .0614 ' .0192 .10 .80 3.05 .60 .009 .00 .00 1- PIPE 881.700 427.480 .831 428.311 115.80 12.79 2.54 430.85 .40 1.43 1.97 2.000 .000 .00 1 .0 26.627 .0228 .0171 .45 1.23 2.85 .78 .009 .00 .00 I- PIPE 908.327 428.088 .853 428.941 Q5.80 12.35 2.37 431.31 .37 1.43 1.98 2.000 .000 .00 1 .0 24.183 .0228 .0153 .37 1.23 2.71 .78 .009 .00 .00 PIPE 932.510 I I 428.640 .885 I 429.525 I i5.80 I 5 I 11.77 2.15 I 431.68 .00 I 1.43 I 1.99 I I 2.000 I .000 .00 I 1 .0 7.902 .0230 .0139 .11 .89 2.52 .78 .009 .00 .00 1- PIPE 940.412 428.822 .899 429.721 15.80 11.53 2.06 4.31.79 .00 1.43 1.99 2.000 .000 .00 1 .0 19.918 .0230 .0127 .19 .90 2.45 .78 .009 .00 .00 PIPE 955.331 429.165 .933 430.098 151.80 10.99 1.88 431.97 .00 1.43 2.00 2.000 .000 .00 1 .0 11.467 .0230 .0112 .13 .93 2.28 .78 .009 .00 .00 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 1.43 I 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 `e (r%yaJ 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: PHASE4LINEF.OUT I Invert I Depth ) Water I Q ) Vel Vel I Energy I Super ICriticallFlow ToplHeight /)Base Wt) INo Wth Station -I- I Elev I -I- (FT) I -I- Elev I -I- (CFS) I (FPS) Head I Grd.E1.1 Elev I -I- Depth I -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- SF Avel -I- HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I I I I I 975.843 429.636 1.004 430.640 15'.80 10.00 1.55 432.19 .00 1.43 2.00 2.000 .000 .00 1 .0 -I- 7.113 -I- .0230 -I- -I- -I- j -I- -I- .0086 -I- .06 -I- 1.00 -I- 1.98 -I- .78 -I- .009 -I- .00 .00 1- PIPE 982.956 429.800 1.043 430.843 15:80 9.53 1.41 432.25 .00 1.43 2.00 2.000 .000 .00 1 .0 5.674 .0230 .0076 .04 1.04 1.84 .78 .009 .00 .00 PIPE 988.630 429.930 1.084 431.014 15.80 9.09 1.28 432.30 .00 1.43 1.99 2.000 .000 .00 1 . .0 3.821 .0230 j .0068 .03 1.08 1.71 .78 .009 .00 .00 1- PIPE 992.451 I I 430.018 I 1.119 I 431.137 I 1 15..80 I 8.74 1.19 I 432.32 I .00 I 1.43 1.99 I 2.000 I I .000 .00 I 1 .0 3.766 .0230 .0061 .02 1.12 1.61 .78 .009 .00 .00 PIPE 996.217 430.105 1.163 431.268 i 15:80 8.33 1.08 432.35 .00 1.43 1.97 2.000 .000 .00 1 .0 2.890 .0230 ' .0054 .02 1.16 1.50 .78 .009 .00 .00 PIPE 999.107 I 430.171 I 1.210 I 431.381 j I 15A0 I 7.94 .98 I 432.36 I .00 I 1.43 1.96 I 2.000 I I .000 .00 I 1 .0 2.190 .0230 I .0047 .01 1.21 1.39 .78 .009 .00 .00 PIPE 1001.247 430.220 1.260 431.480 15.80 7.57 .89 432.37 .00 1.43 1.93 2.000 .000 .00 1 .0 1.488 .0230 .0042 .01 1.26 1.28 .78 .009 .00 .00 1- PIPE 1002.734 I I 430.254 I 1.313 I 431.567 ! I 15.80 I 7.22 .81 I 432.38 I .00 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 1003.596 430.274 1.370 431.644 15. :80 6.88 .74 432.38 .00 1.43 1.86 2.000 .000 .00 1 .0 �" .254 .0230 .0033 .00 1.37 1.09 .78 .009 .00 .00 PIPE 13 %J FILE: PHASE4LINEF.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 (Q ;i I Vel Vel I Energy I Super ICriticallFlow ToplHeight /113ase 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. -FTlor 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 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 1�J T1 STORM_ DRAZN_:LINE,:'!G!' WATER SURFACE PRESSURE GRADIENT 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 R 982.500 433.740 1 .009 JX 985.500 433.870 5 4 .013 6.300 435.370 R 1014.500 434.020 5 .009 SH 1014.500 434.020 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 0 .000 .000 0 - 12.015 .000 0 90.0 .000 .000 .000 0 M M M = = M M = M M ' M M M M M M M M FILE: PHASE4LINEG.WSW S P G W - EDIT LISTING - Version 14.06 Date: 4 -11 -2007 Time: 9:21:31 -W WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT--l--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 - - , -- - - - - - F : PHASE4LINEG.0 UT 1, 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 M == M i == M M M M == M M= M 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 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. -FTlor I.D.1 ZL -I IPrs /Pip -I- L /Elem -I- [Ch 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 IType Ch I 652.220 I I 422.420 7.580 I I 430.000 I I 12'.60 4.01 .25 I 430.25 .00 I 1.28 I .00 I I 2.000 I .000 .00 1 .0 168.595 .0320 .0015 .25 7.58 .00 .63 .009 .00 .00 PIPE I I - -a,2.0 8 427.819 2.429 I I 430.247 12+.60 I� I I 4.01 .25 I 430.50 .00 I 1.28 I .00 I I 2.000- I .000 .00 I 1 .0 HYDRAULIC JUMP I - 82,0,..8.1 -5- "9'27.819 .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- .0327 -I- .13 -I- .63 -I- 3.91 -I- .63 -I- .009 -I- .00 .00 1- PIPE 824.910 I I 427.950 .627 I 1 428.577 F I I 12.60 14.95 3.47 1 I 432.05 .02 I 1.28 i 1.96 I I 2.000 I .000 I .00 I 1 .0 -I- 18.629 -I- .0367 -I- -1- -1- -1- -1- 0320 -1- .60 -1- .69 - -I- 3.91 -I- .61 -I- .009 -I- .00 .00 1- PIPE 843.539 I I 428.634 .633 I I 429.268 I I 12.60 14.74 3.37 I 432.64 .02 I 1.28 I 1.86 I I 2.000 I .000 .00 I 1 .0 38.843 .0367 .0294 1.14 .65 3.83 .61 .009 .00 .00 PIPE 882.382 I I 430.062 .656 I I 430.718 I I 12.60 14.05 3.07 I 433.78 .02 I 1.28 I 1.88 I 2.000 I I .000 .00 I 1 .0 23.369 .0367 .0258 .60 .67 3.58 .61 .009 .00 .00 PIPE 905.751 430.920 .679 931.599 12.60 13.40 2.79 I 434.39 .01 1.28 1.89 2.000 .000 .00 1 .0 -I- 16.223 -I- .0367 -I- -I- -I- -I- -I- .0226 -I- .37 -I- .69 -1- 3.35 -I- .61 -I- .009 -I- .00 .00 1- PIPE 921.975 431.516 .703 432.219 12'.60 12.77 2.53 434.75 .01 1.28 1.91 2.000 .000 .00 1 .0 12.127 .0367 .0198 .24 .72 3.13 .61 .009 .00 .00 PIPE 934.102 431.962 .728 432.690 12.60 12.18 2.30 434.99 .01 •- -1.28 1.92 2.000 .000 .00 1 1- .0 9.466 .0367 .0174 .16 .74 2.93 .61 .009 .00 .00 PIPE �v 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 E PRESSURE GRADIENT TRACT -NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEG.OUT I Invert I Depth I Water I I Q I Vel Vel I Energy I Super ICriticallFlow TopIReight /1Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) 1,(FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTior I.D.I 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) ZR -I IType Ch 943.568 432.310 .754 433.064 1 1,2.60 11,61 2.09 435.16 .01 1.28 1.94 2.000 .000 .00 1 .0 7.594 .0367 .0152 .12 .76 2.74 .61 .009 .00 .00 1- PIPE 951.162 432.589 .781 433.370 12.60 11.07 1.90 435.27 .01 1.28 1.95 2.000 .000 .00 1 .0 6.163 .0367 .0134 .08 .79 2.56 .61 .009 .00 .00 1- PIPE 957.325 I I 432.815 I .810 I 433.625 ( I 12:60 I 10.56 1.73 I 435.36 .01 I I 1.28 1.96 I I 2.000 I .000 .00 I 1 .0 5.131 .0367 .0117 .06 .82 2.39 .61 .009 .00 .00 1- PIPE 962.457 I I 433.004 I .839 I 433.843 i I 12.60 I 10.07 1.57 I 435.42 .01 I I 1.28 1.97 I I 2.000 I .000 .00 I 1 .0 4.237 .0367 .0103 .04 .85 2.23 .61 .009 .00 .00 PIPE 966.693 -I- I I 433.159 I .870 I 434.029 I 12.60 I 9.60 1.43 I 435.46 .01 I I 1.28 1.98 I I 2.000 I .000 .00 I 1 .0 3.540 -I- .0367 -I- -I- -I- -I- -I- .0091 -I- .03 -I- .88 -1- 2.08 -I- .61 -I- .009 -I- .00 .00 1- PIPE 970.233 I I 433.289 I .902 I 434.191 I 12.60 I 9.15 1.30 I 435.49 .01 I I 1.28 1.99 I I 2.000 I .000 .00 I 1 .0 2.925 .0367 .0080 .02 .91 1.94 .61 .009 .00 .00 PIPE 973.159 433.397 .936 434.333 12.60 8.72 1.18 435.51 .01 1.28 2.00 2.000 .000 .00 1 .0 2.436 .0367 .0070 .02 .94 1.81 .61 .009 .00 .00 1- PIPE 975.595 433.486 .971 434.457 112.60 8.32 1.07 435.53 .01 1.28 2.00 2.000 .000 .00 1 .0 1.984 .0367 .0062 .01 .98 1.68 .61 .009 .00 .00 PIPE 977.579 433.559 1.008 434.567 42:60 7.93 .98 435.54 .01 1.28 2.00 2.000 .000 .00 1 .0 1.591 .0367 .0054 .01 1.01 1.57 .61 .009 .00 .00 PIPE cZ X1.9 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-N16.--'31681-4 TD DESERT DEv @ CORAL MOUNTAIN, LA QUINTA FILEt PHASE4LINEG.OUT Invert I Depth I Water I Q 1, 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 -I- 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 Dp I "N" I X =Fa111 ZR IType Ch ++++++ xxxlxxx+ x+ x+ xlxxxx+ xxxlxxx+ x++ x+ I+ x++ r+++ xlxxxxx++ I+ x++ x+ xlxxx+ x++ x+ I+ x+++++ I+++ xxx++ Ixxx +x + +xlx +x + + + +Ixxx + +x +Ixxxxx I +x + + + +x 979.170 433.618 1.047 434.665 12.60 7.56 .89 435.55 .00 1.28 2.00 2.000 .000 .00 1 .0 1.243 .0367 .0048 .01 1.05 1.46 .61 .009 .00 .00 PIPE 980.413 I I 433.663 I 1.088 I 434.751 12.60 I I 7.21 .81 I 435.56 .00 I 1.28 I 1.99 I 2.000 I I .000 .00 I 1 .0 .935 .0367 0042 .00 1.09 1.36 .61 .009 .00 .00 1- PIPE 981.348 I I 433.698 I 1.131 I 434.829 12.60 I I 6.87 .73 I 435.56 .00 I 1.28 I 1.98 I 2.000 I I .000 .00 I 1 .0 -I- .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 433.722 I 1.176 I 434.898 12..60 I I 6.56 .67 I 435.57 .00 I 1.28 I 1.97 I 2.000 I I .000 .00 I 1 .0 .378 .0367 .0033 .00 1.18 1.17 .61 .009 .00 .00 PIPE 982.384 I I 433.736 I 1.224 I 434.960 I 12.60 I 6.25 .61 I 435.57 .00 I 1.28 I 1.95 I 2.000 I I .000 .00 I 1 .0 .116 .0367 .0029 .00 1.23 1.08 .61 .009 .00 .00 PIPE 982.500 I I 433.740 I 1.276 I 435.016 I 12.60 I 5.95 .55 I 435.57 .00 I 1.28 I 1.92 I 2.000 I I .000 .00 I 1 .0 JUNCT STR .0433 .0047 .01 1.28 1.00 .013 .00 .00 PIPE 985.500 433.870 2.001 435.871 6.30 3.57 .20 436.07 .00 .97 .00 1.500 .000 .00 1. .0 29.000 .0052 .0017 .05 2.00 .00 .82 .009 .00 .00 PIPE 1014.500 I 434.020 1.901 I I 435.921 it 6.30', I 3.57 .20 I 436.12 .00 I .97 I .00 I 1.500 I I .000 .00 1 .0 T1 STORM- DRAIN -LINE "H" WATER SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEH.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 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. 1 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(l) 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 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 1014.500 428.850 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 1220.620 440.470 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 * * . U/S DATA STATION INVERT SECT 1332.690 990.920 5 W S P G W WATER SURFACE PROFILE - ELEMENT CARD LISTING c W S ELEV 990.920 PAGE NO '3 +>FILE: PHASE4LINEH.WSW W S P G W - CIVILDESIGN Version 14.06•' PAGE 1 Z Program Package Serial Number: 158.6 WATERSURFACE PROFILE LISTING Y Date: 4 -26 =2007 .Time: 2:31:13 ' STORM ;DRAIN�LINE'''H ":WATER:SURFACE PRESSURE GRADIENT 4 tip' ±,TRACT NO. .31681= 4- TD- DESERT.DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LZNEH.OUT • `` I Invert I Depth 1. Water 1 -1 Vel Vel" 1, Energy _I Super ICriticallFlow ToplHeight /IBase Wtl - INo Wth • M . °`'^' 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 1. "N" 1 X -Fall I ZR IType Ch 732.310 420.000 6.220 ' 426.220 40.60 12.92 2.59 428.81 .00 1.95 .00 2.000 .000 .00 1 '.0 60.060 .0663 .0154 .93 6.22 .00 .98 .009 00 ..00 PIPE 792.370 423.980 3.167 427.147 40.60 - 12.92 2.59 429.74 .00 1.95 ....00 2.000 .000 .00 1 .0 -17 -I- -I- -I- -I- -I- -I- -I- -I- I- 10.654 .0295 .0154 .16 : 3.17 .00 1.26 •.009 .00 .00 PIPE i 803.024 424.294 3.018 427.312 0 .60 12.92 r 2.59 •429:91' .00 1.95: .00 2.000 -.000 .00 11 -. .01 HYDRAULIC JUMP 803.024 424.294 .1.442 425.735 X40.60 16.75 4.36 430.09 .00 1.95' 1.79 2_.000 .000 .00. 1 .0 10.978 .0295 .0201 .22 1.44 2.54 1'.26 .009 .00 .00 PIPE 814.002 424.617 1.463 426.080 40.60 16.49 4.22 430.30 .00 1.95 1.77 2.000 .000 .00 1 .0 29.231 .0295 T .0187 ..55• 1.46 2.46 1.26 .009 .00 .00 PIPE 843.233 425.478 .1.532 427.010 40.60 15.72 3.84 430.85 .00 1.95 1.69 2.000 .000 .00 1 .0 21.524 .0295 .0168 .36 1.53 - 2.24 1.26 .009 .00 i.00 PIPE . - - 864.75.7 _426.112 1.609 427.721 40.60' 14.99 3.49 431.21 .00 °1.95 - 1.59 2.000 .000• .00 1 .0 - 16.226 .0295 .0153 .25 1.61 2.02 1.26 .009 .00 .00 PIPE 880.984 426.590 1.696 428.286 40.601• 14.29 3.17 431.46 .00 _1.95 1.44 2.000 .000 - .00 1 .0 -I- -1- -1- -1- 1- -I- -I -' . -I- -1- -I- .. -1- -1- -I- I- _ 11.886 .0295 .0141 .17 1.70 •1.79 1:26 .009 .00 .60 'PIPE '892.870 426.940- 1.802 428.742 40.601 13.62 '' 2.88 .431.62 .00. 1'.95 1.20 •2.000 .000 .00 1 .0• 89.610 .0146 0137 1.22, 1.80 1.52 1.68 .009 .00 .00 ',PIPE 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 r 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 Wtl INo Wth Station I Elev I (FT) I Elev I (CFfS) 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 NlNorm Dp I "N" I X -Fa111 ZR IType Ch 982.480 428.270 1.955 430.225 40.60 13.00 2.62 432.85 .00 1.95 .59 2.000 .000 .00 1 .0 -I- JUNCT STR -I- 0930 I I -I- I -I- I j -I- I -I- -I- .0224 I -I- .07 I -I- 1.95 -I- 1.00 I I -I- -I- .013 I -I- .00 I I .00 I- PIPE I 985.500 428.400 4.525' 432.925 28.70 9.14 1.30 434.22 .00 1.84 .00 2.000 .000 .00 1 .0 29.000 .0155 .0077 .22 4.52 .00 1.24 .009 .00 .00 PIPE 1014.500 428.850 4.298 433.148 28.10 9.14 1.30 434.44 .00 1.84 .00 2.000 .000 .00 1 .0 JUNCT STR .0343 .0208 .08 4.30 .00 .013 .00 .00 PIPE 1018.290 I I 428.980 I 5.544 I 434.524 I 16.80 I 9.51 1.40 I 435.93 .00 I I 1.99 .00 I 1.500 I I .000 .00 I 1 .0 -I- 45.818 -I- .0568 -I- -I- -I- -I- -I- .0123 -I- .56 -I- 5.54 -I- .00 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1064.108 I I 431.582 I 3.708 I 435.290 I 16.80 I 9.51 1.40 I 436.69 .00 I I 1.44 .00 I 1.500 I I .000 .00 I 1 .0 HYDRAULIC JUMP 1064.108 -I- I I 431.582 I .750 I 432.332 I 16'.80 I 19.02 5.62 I 437.95 .00 I I 1.44 1.50 I 1.500 I I .000 .00 I 1 .0 14.534 -I- .0568 -I- -I- -I- -I- -I- .0483 -I- .70 -I- .75 -I- 4.37 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1078.642 432.407 .756 433.163 16.80 18.80 5.49 438.65 .00 1.44 1.50 1.500 .000 .00 1 .0 39.103 .0568 .0448 1.75 .76 4.29 .72 .009 .00 .00 1- PIPE 1117.745 434.628 .785 435.413 16.80 17.93 4.99 440.40 .00 1.44 1.50 1.500 .000 .00 1 .0 -I- 24.412 -I- .0568 -I- -I- -I- -I- -I- .0395 -I- .96 -I- .79 -I- 4.00 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1142.157 I I 436.014 I .816 I 436.830 I 16.80 I 17.10 4.54 I 441.37 .00 I I 1.44 1.49 I 1.500 I I .000 .00 I 1 .0 17.332 .0568 �} .0348 .60 .82 3.71 .72 .009 .00 .00 PIPE 1 a rri r rr r r rr r r �r rr r r r� r rr r rr rr r 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 -2007 Time: 2:31:13 T RM DRAIN. LINE "H11 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 /!Brie 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 L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 1159.489 436.999 .848 437.847 16.80 16.30 4.13 441.97 .00 1.44 1.49 1.500 .000 .00 1 .0 13.106 .0568 ! .0308 .40 .85 3.45 .72 .009 .00 .00 PIPE 1172.595 I I 437.743 I .882 I 438.625 I 16.80 I 15.54 3.75 I 442.38 .00 I I 1.44 1.48 I 1.500 I I .000 .00 I 1 .0 -I- 10.311 -I- .0568 -I- 71- -I- -I- -I- .0272 -I- .28 -I- .88 -I- 3.20 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1182.906 I I 438.328 I .918 I 439.246 I 36.80 I 14.82 3.41 I 442.66 .00 I I 1.44 1.46 I 1.500 I I .000 .00 I 1 .0 -I- 8.321 -I- .0568 -1- -I- -t- -I- -I- .0241 -I- .20 -I- .92 -I- 2.97 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1191.227 I I 438.801 I .956 I 439.757 I 16.80 I 14.13 3.10 I 442.86 .00 I I 1.44 1.44 I 1.500 I I .000 .00 I 1 .0 6.828 .0568 .0214 .15 .96 2.74 .72 .009 .00 .00 PIPE 1198.055 -I- I I 439.189 I .996 I 440.185 I 16.80 I 13.47 2.82 I 443.00 .00 I I 1.44 1.42 I 1.500 I I .000 .00 I 1 .0 5.616 -I- .0568 -I- -I- -I- -I- -I- .0190 -I- .11 -I- 1.00 -I- 2.53 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1203.671 -I- I I 439.508 I 1.040 I 440.548 I 1'6.80 I 12.84 2.56 I 443.11 .00 I I 1.44 1.38 I 1.500 I I .000 .00 I 1 .0 4.667 -I- .0568 -I- -I- -I- -I- -1- .0170 -I- .08 -I- 1.04 -I- 2.33 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1208.338 -I- I I 439.773 I 1.087 I 440.860 I 16.80 I 12.25 2.33 I 443.19 .00 I I 1.44 1.34 I 1.500 I I .000 .00 I 1 .0 3.862 -I- .0568 -I- -I- -I- -I- -I- .0152 -I- .06 -I- 1.09 -I- 2.13 -I- .72 -I- .009 -I- .00 .00 1- PIPE 1212.200 I I 439.992 I 1.138 I 441.130 I 16.80 I 11.68 2.12 I 443.25 .00 I I 1.44 1.28 I 1.500 I I .000 .00 I 1 .0 3.163 .0568 .0136 .04 1.14 1:94 .72 .009 .00 .00 PIPE 1215.363 1 I 440.171 I 1.194 I 441.366 ! 16:80 I 11.13 1.92 ! 443.29 .00 I I 1.44 1.21 ! 1.500 I 1 .000 .00 I 1 .0 -I- 2.498 -I- .0568 -I- -I- -I- -I- -I- .0124 -I- .03 -I- 1.19 -I- 1.76 -I- .72 -I- .009 -I- .00 .00 1- PIPE `i ,f 1 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 -2001 Time: 2:31:13 STORM DRAIN LINE "H" WATER SURFACE PRESSURE GRADIENT TRACT'-NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEH40UT �* �x** �x�*, r�, t*, r�+ �fi.* �+. t** t, z;+***:** a�, t�f*+ �ti, r�+►*+►** s�**,., rf.+ �*+. xx** fr *,t +f�► * + : *� + * : * : * *,rs. +� * +i. *+.r+. * *�r * * *,t +� * *yx * * * +fr +x f *f :�� *� I Invert I Depth I Water I Q 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.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 F I I I I I I I I I I I I 1217.860 440.313 1.258 441.571 16.80 10.61 1.75 443.32 .00 1.44 1.10 1.500 .000 .00 1 .0 1.850 .0568 .0113 .02 1.26 1.56 .72 .009 .00 .00 PIPE I I I I I I I I I I I I I 1219.710 440.418 1.333 441.751 16;:80 10.12 1.59 443.34 .00 1.44 .94 1.500 .000 .00 1 .0 1- .910 .0568 .0108 .01 1.33 1.34 .72 .009 .00 .00 PIPE I I I I I I I I I I I I I 1220.620 440.470 1.437 441.907 16.80 9.65 1.44 443.35 .00 1.44 .60 1.500 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -i- -I- 1- 3.077 .0040 .0110 .03 1.44 1.00 1.50 .009 .00 .00 PIPE I I I I I I I I I I I I I 1223.697 440.482 1.500 441.982 16.80 9.51 1.40 443.39 .00 1.44 .00 1.500 .000 .00 1 .0 108.993 .0040 .0118 1.29 1.50 .00 1.50 .009 .00 .00 PIPE I I I I I I I I I I I I I 1332.690 440.92220 2.399 443.319 16.80 9.51 1.40 444.72 .00 1.44 .00 1.500 .000 .00 1 .0 5� L tY� T1ZSTORM DRAIN_LINE - "I "- R_SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEI.OUT SO 643.460 415.460 1 90.0 .000 .000 .000 0 426.220 R 755.330 424.820 1 .009 R 982.420 429.330 1 .009 JX 985.500 429.460 3 2 .013 6.000 431.460 R 1014.500 429.600 3 .009 JX 1017.730 429.730 3 3 .013 5.900 431.730 R 1101.830 439.090 7 .013 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 0 .000 .000 0 .000 .000 0 90.0 .000 .000 .000 0 90.0 .000 .000 .000 0 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 11 BASE ZL ZR INV -y (3:) - 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 - - - E1FILE: PHASE4LINEI.OUT ` -- J 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 1 426.220 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 S.� JN- ri r� rr r■i rri r� �r rr r� r� r� rr r� rr rr rr rr r� r 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: 2:43:46 ISTORM 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 /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 L /Elem ICh Slope I 1 1 1 1 SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch 643.460 I I 415.460 I 10.760 I 426.220 i I !20'.70 6.59 I .67 I 426.89 .00 I I 1.63 .00 I 2.000 I I .000 .00 I 1 .0 1- 96.379 .0837 .0040 .39 10.76 .00 .64 .009 .00 .00 PIPE I I I I � I I I I I I I I I 739.839 423.524 3.078 426.602 20;70 6.59 .67 427.28 .00 1.63 .00 2.000 .000 .00 1 .0 HYDRAULIC JUMP 739.839 I I 423.524 I .859 I 424.383 i I 20.70 16.04 I 4.00 I 428.38 .00 I I 1.63 1.98 I 2.000 I I .000 .00 I 1 .0 1.187 .0837 I .0270 .03 .86 3.50 .64 .009 .00 .00 PIPE 741.026 I I 423.623 I .865 I 424.488 I 20.70 15.90 I 3.93 I 428.42 .00 I I 1.63 1.98 I 2.000 .000 .00 1 .0 5.541 .0837 i .0250 .14 .87 3.46 .64 .009 .00 .00 PIPE 746.567 I I 424.087 I .897 I 424.984 I 20.70 15.16 I 3.57 I 428.55 .00 I I 1.63 1.99 I 2.000 I I .000 .00 I 1 .0 4.726 .0837 ` .0220 .10 .90 3.23 .64 .009 .00 .00 1- PIPE 751.294 424.482 .930 425.412 20.70 14.46 3.25 428.66 .00 1.63 2.00 2.000 .000 -I- .00 1 .0 -I- 4.036 -I- .0831 -I- -I- -I- -I- -I- .0193 -I- .08 -I- .93 -I- 3.01 -I- .64 -I- .009 .00 .00 1- PIPE 755.330 424.820 .965 425.785 20.70 13.78 2.95 428.74 .00 1.63 2.00 2.000 .000 .00 1 .0 61.963 .0199 j .0174 1.08 .97 2.80 .94 .009 .00 .00 PIPE 817.293 I I 426.051 I .988 I 427.039 1 I 20.70 13.38 I 2.78 I 429.82 .00 I I 1.63 2.00 I 2.000 I I .000 .00 I 1 .0 51.724 .0199 .0157 .81 .99 2.68 .94 .009 .00 .00 PIPE 869.017 427.078 1.026 428.104 20.70 12.75 2.53 430.63 .00 1.63 2.00 2.000 -I- .000 -I- .00 1 .0 -I- 31.676 -I- .0199 -I- -I- i1- I -I- -I- .0138 -I- .44 -I- 1.03 -I- 2.49 -I- .94 .009 .00 .00 I- PIPE �'J'r 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-,ISURFACE PRESSURE GRADIENT TRACT- N6.3"81 =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 ICritical(Flow ToplHeight /IBase Wti 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 2L IPrs /Pip L /Elem ICh Slope I I I ` I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 2R IType Ch 900.693 427.707 1.065 428.772 20.70 12.16 2.30 431.07 .00 1.63 2.00 2.000 .000 .00 1 .0 21.785 .0199 .0122 .27 1.07 2.32 .94 .009 .00 .00 PIPE 922.479 428.140 1.107 429.247 20170 11.60 2.09 431.33 .00 1.63 1.99 2.000 .000 .00 1 .0 16.049 .0199 �tt .0108 .17 1.11 2.16 .94 .009 .00 .00 1- PIPE 938.528 I I 428.458 I 1.151 429.609 I y l 20.70 11.06 I 1.90 I 431.51 .00 I I 1.63 1.98 I 2.000 I I .000 .00 I 1 .0 12.241 .0199 .0095 .12 1.15 2.00 .94 .009 .00 .00 PIPE 950.769 -I- 428.701 1.197 429.899 20.70 10.54 1.73 431.62 .00 1.63 1.96 2.000 .000 .00 1 .0 9.432 -I- .0199 -I- -I- -1- -I- -I- .0084 -I- .08 -I- 1.20 -I- 1.86 -I- .94 -I- .009 -I- .00 .00 1- PIPE 960.201 428.889 1.246 430.135 20.70 10.05 1.57 431.70 .00 1.63 1.94 2.000 :000 .00 1 .0 7.23.1 .0199 .0075 .05 1.25 1.72 .94 .009 .00 .00 PIPE 967.432 I I 429.032 I 1.299 I 430.331 I 20.70 9.58 I 1.43 I 431.76 .00 I I 1.63 1.91 I 2.000 I I .000 .00 I 1 .0 -I- 5.643 -I- .0199 -I- -I- -1- -I- -I- .0066 -I- .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 1.30 I 431.79 .00 I I 1.63 1.87 I 2.000 I I .000 .00 I 1 .0 -I- 4.145 -I- .0199 -I- -1- 71- -1- -1- .0059 -1- .02 -1- 1.35 -1- 1.46 -1- .94 -I- .009 -1- .00 .00 1- PIPE 977.221 I I 429.227 I 1.414 I 430.641 I 20.70 8.71 I 1.18 I 431.82 .00 I I 1.63 1.82 I 2.000 I I .000 .00 1 .0 2.889 .0199 .0053 .02 1.41 1.34 .94 .009 .00 .00 PIPE 980.109 429.284 1.479 430.763 20.70 8.31 1.07 431.83 .00 1.63 1.76 -I- 2.000 .000 -I- .00 1 .0 -I- 1.744 -I- .0199 -I- -I- -I- -I- -I- .0047 -I- .01 -I- 1.48 -I- 1.23 .94 -I- .009 .00 .00 1- PIPE NN FILE: PHASE4LINEI.WSW . W S P G W - CIVILDESIGN Version 4.06 :1 PAGE '3 Program•Package .14.06-'. Serial Number: 1586 - - _ WATER ,S URFACE'PROFILE�LZSTING` -"� -, Date: 4 -11 -2007 Time:• 2:43:48~ p _ Y7- STORM- DRAIN' LINE ""I!1- WATER- SURFACE - PRESSURE,,, RI IENT _ - TRACT NO..- 31681 =4-Tb- DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PRASE4LINEI.OUT I Invert: I Depth I Water l' rQ� 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 1•Width IDia. -FTIor I.D.I ZL IPrs /Pip `L /Elem ICh Slope 1 I _ _ -_I -. -1- -17 - 71- • -1- - I - -I- SF Ave1 HF. ISE DpthlFroude NINorm Dp - I - A - I I "N" I X -Fall) - ZR -I IType Ch. ' 981.854 429.319 1.550 430.869 20.70 7.92 .97 431.84 .00 1.63 1.67 2.000 .000 .00 1 .0 .566 .0199 .0043 .00 1.55 1.12 .94 .009 .00 - .00 PIPE 982.4.20 429.330 1.631 430.961 20.70 7.55. .88 431.85 .00 1.63 1.55 2.000' .000 .00 1 .0 .JUNCT STR .0422 .0063 - .02 1.63 1.00 .013 .00 .00 PIPE 985.500 429.460 2.443 431.903 14.70 4.68 .34 432.24 .00 1.38 .00 2.000 .000 .00 1 .0 29.000 .0048 ( .0020 .06 2.44 .00 1.17 .009 .00 .00 PIPE 1014.500 429.600 2.362 I 431.962 I I I I I 14.70 4.68 :34 432.30 .00 1.38 .00 I I 2.000 I .000 .00 I 1 .0 JUNCT STR .0402 .0029 • .01 2.36 .00 .013 .00 .00 PIPE 1017.730 429.730 2.677 432.407 .8.80 4.98 .39 432.79 .00 v 1.15 .00 1.500 , .000 .00 1 .0 ' 1.166 .1113 0070 01 2.68 .00 51 .013 .00 .00 PIPE • I 1018.896 I 429.860 I 2.555 I .432.415 I I I I I •8.80 4.98 .39 432.80 .00 1.15 00 I I 1.500 I .000 .00 I 1 .0 ' HYDRAULIC JUMP ''(' I 1018.896 � -I- I 429:860 I .518 I 430.378 I I• I I I 18.80 16.25 .4.10 434.48 .00 1.15 1.43 =1- I I 1 '.500 I .000 .00 I 1 .0 . • 24.821 -I- :1113- -I- -I- k -I- -I- -I- -I- -I- -I- .1021 2.53 .52 4.65 .51 . -I- .013 -I- .00 .00 I- PIPE 1043.718 432.622 .530 433.152 8.80 15.34 3.85 437.00 .00 1.15 1.43 1.500 .000 .00 1 .0 16.770 .1113 0916 1.54 :53 4.44 .51 .013 .00 .00 PIPE 1060.487 434.489 .549 435.038 8:80 15.01 3.50. 438.54. 00 1.15 1:95 1.500 .000 .00 1, .0 y . 9:618 .1113 0803 77 55 4.15 .51 013 - .00 00 PIPE I •. r { P , • - � n - - v' - ' - � t. - a . -.' tic„ ° � .. . _ • • � ., _ - , r - 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 ORM 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 1 �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.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 -Fa111 ZR IType Ch 1070.105 I I 435.559 I .569 I 436.128 1 8.80 I 14.31 3.18 I 439.31 I .00 I 1.15 1.46 I 1.500 I I .000 .00 I 1 .0 6.586 .1113 .0704 .46 .57 3.88 .51 .013 .00 .00 PIPE 1076.690 I I 436.292 I .589 I 436.881 I 8.80 I 13.64 2.89 I 439.77 I .00 I 1.15 1.47 I 1.500 I I .000 .00 I 1 .0 -I- 4.866 -I- .1113 -I- -I- -I- -I- -I- .0618 -I- .30 -I- .59 -I- 3.62 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1081.556 I I 936.834 I .611 I 437.445 I 8.80 I 13.01 2.63 I 440.07 I .00 I 1.15 1.47 I 1.500 I I .000 .00 I 1 .0 -I- 3.804 -I- .1113 -I- -I- -I- -I- -I- .0543 -I- .21 -I- .61 -I- 3.38 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1085.360 I I 437.257 I .633 I 437.890 I 8.80 I 12.40 2.39 I 440.28 I .00 I 1.15 1.48 I 1.500 ! ! .000 .00 I 1 .0 -I- 3.051 -I- .1113 -I- -I- -I- -I- -I- .0476 -I- .15 -I- .63 -I- 3.16 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1088.410 -I- I I 431.596 I .656 I 438.253 I 8.80 I 11.83 2.17 I 440.42 I .00 I 1.15 1.49 I 1.500 I I .000 .00 I 1 .0 2.484 -I- .1113 -I- -I- -I- -I- -I- .0419 -I- .10 -I- .66 -I- 2.95 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1090.894 I I 437.873 I .681 I 438.554 I 1 8.80 I 11.28 1.97 I 440.53 I .00 I 1.15 1.49 I 1.500 I I .000 .00 I 1 .0 -I- 2.074 -I- .1113 -I- -I- -I- -I- -I- .0368 -I- .08 -I- .68 -I- 2.75 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1092.969 438.104 .706 438.810 8.80 10.75 1.80 440.60 .00 1.15 1.50 1.500 .000 .00 1 .0 1.726 .1113 .0324 .06 .71 2.56 .51 .013 .00 .00 PIPE 1094.694 438.296 .733 439.029 j 8.80 10.25 1.63 440.66 .00 1.15 1.50 1.500 .000 .00 1 .0 1.454 .1113 .0285 .04 .73 2.39 .51 .013 .00 .00 PIPE 1096.148 438.458 .761 439.219 ! 8.80 9.77 1.48 440.70 .00 1.15 1.50 1.500 .000 .00 1 .0 1.228 .1113 .0251 .03 .76 2.22 .51 .013 .00 .00 1- PIPE 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 /IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFSj I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTlor I.D.! 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 1097.376 I I 438.594 .790 I I 439.384 I '8.80 9.32 I 1.35 I 440.73 .00 I 1.15 I 1.50 I 1.500 I I .000 .00 I 1 .0 -I- 1.027 -I- .1113 -I- -I- -I- -I- -I- .0221 -I- .02 -I- .79 -I- 2.07 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1098.404 I I 438.709 .821 I I 439.530 I X8.80 8.89 I 1.23 I 440.76 .00 I 1.15 I 1.49 ! I 1.500 I .000 .00 I 1 .0 .866 .1113 .0195 .02 .82 1.92 .51 .013 .00 .00 PIPE 1099.270 438.805 .853 439.658 X8.80 8.47 1.11 440.77 .00 1.15 1.49 1.500 .000 .00 1 .0 .716 .1113 .0173 .01 .85 1.79 .51 .013 .00 .00 1- PIPE 1099.986 -I- I I 438.885 .887 I I 439.772 I 8.80 8.08 I 1.01 I 440.79 .00 ! 1.15 I 1.47 I I 1.500 ! .000 .00 I 1 .0 .574 -I- .1113 -1- -I- -I- -I- -I- .0153 -I- .01 -I- .89 -I- 1.66 -I- .51 -I- .013 -I- .00 .00 1- PIPE 1100.560 438.949 .924 439.873 8.80 7.70 .92 440.79 .00 1.15 1.46 1.500 .000 .00 1 .0 .468 .1113 .0135 .01 .92 1.53 .51 .013 .00 .00 1- PIPE 1101.028 I I 439.001 .962 I I 439.963 I 8.80 7.34 I .84 I 440.80 .00 I 1.15 I 1.44 I I 1.500 I .000 .00 I 1 .0 .354 .1113 ` .0120 .00 .96 1.422 .51 .013 .00 .00 1- PIPE 1101.381 I I 439.040 1.003 I I 440.043 i I 8.80 7.00 1 .76 I 440.80 .00 I 1.15 I 1.41 I 1.500 I I .000 .00 I 1 .0 .250 .1113 I .0107 .00 1.00 1.31 .51 .013 .00 .00 PIPE 1101.632 I I 439.068 1.047 I I 440.115 I I 8.80 6.68 I .69 I 440.81 .00 I 1.15 I 1.38 ! 1.500 I I .000 .00 I 1 .0 .147 .1113 f .0095 .00 1.05 1.20 .51 .013 .00 .00 PIPE 1101.779 I I 439.084 1.095• I I 440.179 I 8.80 6.37 I .63 I 440.81 .00 I 1.15 I 1.33 I 1.500 I I .000 .00 I 1 .0 .051 .1113 L .0085 .00 1.10 1.10 .51 .013 .00 .00 1- PIPE - T M im m M M FILE: PHASE4LINEI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 6 Program Package Serial Number: 1586 r — 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 1 Depth I Water I � Q1 I Vel Vel 1 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 1 Depth I Width IDia. -FT1or I.D.1 ZL IPrs /Pip L /Elem 1Ch 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 I I I I I I 1101.830 439.090 1.148 440.238 18.80 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- T1 STORM"DRAIN- LINE- "J " - -WATER SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 =4 -TD- DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEJ.OUT SO 414.110 410.070 1 425.000 R 867.64.0 432.080 1 .009 R 917.660 433.580 1 .009 R 985,.000 434.480 1 .009 R 1000.000 434.680 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 0 0 .000 .000 1 - 95.531 .000 0 .000 .000 0 .000 - 29.221 0 Z/I FILE: PHASE4LINEJ.WSW WAS --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 rBASE 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 "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: PHASE4LIMJ.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 '� J FILE: PHASE4LINEJ.WSW W S P G W- CIVILDESIGN Version 14.06 Program Package Serial Number: 1586 WATER SURFACE PROFILE LISTING Date: 4 -11 -2007 Time: r 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 /lease WtI 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 -I- -I- -I- -I- rl -I- -I- -I- -I- -I- -I- -I- -I- -I- L/Elem ICh Slope I I I 1! I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR * xxx*** x} Ix*** x#*## I*++#**#* I#***+**** I**** x** x* I**}}##* Ix**+#++ 1+**##}}*# I******* I*#+** x+} 1 + * * + * * *xl * * * * + * *I * * * * * * *I * * * ** 414.110 410.070 14.930 425.000 8.00 2:55 .10 425.10 .00 1.01 .00 2.000 .000 .00 269.404 .0485 .0006 .16 14.93 .00 .45 .009 .00 .00 683.514 I I 423.144 I 2.020 I 425.164 I 8.00 I 2.55 .10 I 425.26 .00 I 1.01 I .00 I 1 2.000 1 .000 .00 ,HYDRAULIC JUMP 683.514 I I 423.144 I .450 I 423.594 I 8.00 I 15.11 3.55 I 427.14 .00 I 1.01 I 1.67 I I 2.000 I .000 .00 34.160 .0485 .0481 1.64 .45 4.73 .45 .009 .00 .00 717.674 I I 424.802 I .452 I 425.254 I 8.00 I 15.01 3.50 I 428.75 .00 I 1.01 I 1.67 I I 2.000 I .000 .00 76.744 .0485 .0446 3.42 .45 4.69 .45 .009 .00 .00 794.417 I I 428.526 I .467 I 428.994 I 8.00 I 14.31 3.18 I 432.17 .00 1 1.01 I 1.69 I I 2.000 .000 .00 28.546 .0485 .0390 1.11 .47 4.39 .45 .009 .00 .00 822.963 I I 429.912 I .483 I 430.395 I 8.00 I 13.64 2.89 I 433.29 .00 I 1.01 I 1.71 I I 2.000 I .000 .00 17.011 .0485 .0341 .58 .48 4.11 .45 .009 .00 .00 839.974 I I 430.737 I .500 I 431.237 I 8.00 I 13.01 2.63 I 433.87 .00 I 1.01 I 1.73 I I 2.000 I .000 .00 11.855 .0485 .0298 .35 .50 3.85 .45 .009 .00 .00 851.829 I I 431.313 I -.517 I 431.830 I 8.00 I 12.40 2.39 I 434.22 .00 I 1.01 I 1.75 1 I 2.000 I .000 .00 8.870. .0485 .0261 .23 .52 3.60 .45 .009 .00 .00 860.699 I I 431.743 I .535 I 432.278 I 8.00 I 11.83 2.17 I 434.45 .00 I 1.01 I 1.77 I I 2.000 I .000 .00 6.941 .0485 .0228 .16 .54 3.37 .45 .009 .00 .00 PAGE 1 1:15:55 INo Wth IPrs /Pip -I (Type Ch I 1 .0 (- PIPE I 1 .0 I- 1 .0 PIPE I 1 .0 PIPE I 1 .0 PIPE I 1 .0 PIPE I 1 .0 PIPE 1 .0 PIPE. I 1 .0 PIPE 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 I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station 1 -'Elev 1 (FT) I Elev I (CFS') I (FPS) Head I Grd.El.l Elev I Depth I -I- Width -I- IDia. -FTIor -I- I.D.1 -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I -I- I -I- I -I- I -I- -1- SF Avel -I- -I- HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I 867.640 I I 432.080 I .554 I 432.634 I 8.00 I 11.28 1.97 I 434.61 .24 I I 1.01 1.79 I 2.000 .000 .00 1 .0 -I- 4.387 -I- .0300 -I- -I- -I- -I- -I- .0210 -I- .09 -I- .79 -I- 3.16 -I- .51 -I- .009 -I- .00 .00 1- PIPE 872.027 I I 432.212 I .558 I 432.770 I 8.00 I 11.16 1.94 I 434:71 .23 I I 1.01 1.79 I 2.000 I 1 000 .00 1 1 .0 19.867 .0300 .0194 .29 .79 3.11 .51 .009 .00 .00 PIPE 886.894 I I 432.657 I .577 I 433.234 I 8.00 I 10.65 1.76 I 434.99 .21 I I 1.01 1.81 I 2.000 I 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 I .597 I 433.578 I 8.00 I 10.15 1.60 I 435.18 .20 I I 1.01 1.83 I 2.000 I I .000 AV I 1 .0 -I- 8.237 -I- .0300 -I- -I- -I- -I- -I- .0149 -I- .12 -I- .79 -I- 2.73 -I- .51 -I- .009 -I- .00 .00 1- PIPE 905.908 I I 433.228 I .618 I 433.846 I 8 i .00 I 9.68 1.45 I 435.30 .18 I I 1.01 1.85 I 2.000 -I- I I .000 -I- .00 I 1 .0 -I- 6.500 -I- .0300 -I- -I- -I- -I- -I- .0130 -I- .08 -I- .80 -1- 2.55 -I- .51 .009 .00 .00 1- PIPE 912.408 I I 433.422 I .640 I 434.063 I 8.00 I 9.23 1.32 I 435.38 .16 I I 1.01 1.87 I 2.000 -I- I I .000 -I- .00 I 1 ..0 1- -I- 5.252 -I- .0300 -I- -I- -I- -I- -I- .0114 -I- .06 -I- .80 -I- 2.39 -I- .51 .009 .00 .00 PIPE 917.660 I I 433.580 I .663 I 434.243 I 8.00 I 8.80 1.20 I 435.44 .00 I I 1.01 1.88 -I- I 2.000 -I- I I .000 -I- .00 I 1 .0 -I- 24.193 -I- .0134 -I- -I- -I- -I- -I- .0100 -I- .24 -I- .66 -I- 2.23 .62 .009 .00 .00 1- PIPE 941.852 I I 433.903 I .684 I 434.587 I 8.00 I 8.41 1.10 I 435.69 .00 I I 1.01 1.90 I 2.000 I I .000 .00 I 1 .0 16.525 .0134 .0088 .15 .68 2.09 .62 .009 .00 .00 PIPE 958.377 I I 434.124 I .709 I 434.833 I 8.00 I 8.02 1.00 I 435.83 .00 I I 1.01 1.91 -I- I 2.000 -I- I I .000 -I- .00 I 1 .0 1- -I- 11.709 -I- .0134 -I- -I- -I- -I- -I- .0077 -I- .09 -I- .71 -I- 1.96 .62 .009 .00 .00 PIPE J 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: PHASE4LI1TEJ.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /ISase 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 lPrs /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 I 970.086 I 434.281 .734 I I 435.015 I 8.00 I 7.65 .91 I 435.92 .00 I I 1.01 1.93 I I 2.000 .000 -I- .00 1 .0 -I- 8.599 -I- .0134 -I- -I- -I- -I- -I- .0068 -I- .06 -I- .73 -I- 1.83 -I- .62 -I- .009 .00 .00 1- PIPE 978.686 -I- I I 434.396 .760 I I 435.156 I 8.00 I 7.29 .83 I 435.98 .00 I I 1.01 1.94 I I 2.000 I .000 .00 I 1 .0 6.314 -I- .0134 -I- -I- -I- -I- -I- .0060 -I- .04 -I- .76 -I- 1.71 -I- .62 -I- .009 -I- .00 .00 1- PIPE 985.000 -I- I I 434.480 .788 I I 435.268 I 8.00 I 6.95 .75 I 436.02 .00 I I 1.01 1.95 I I 2.000 I .000 .00 I 1 .0 3.404 -I- .0133 -I- -I- -I- -I- -I- .0053 -I- .02 -I- .79 -I- 1.60 -I- .63 -I- .009 -I- .00 .00 1- PIPE 988.404 I I 434.525 .807 I I 435.332 I 8.00 I 6.73 .70 I 436.04 .00 I I 1.01 1.96 I I 2.000 I .000 .00 I 1 .0 -I- 3.967 -I- .0133 -I- -I- -I- -I- -I- .0048 -I- .02 -I- .81 -I- 1.52 -I- .63 -I- .009 -I- .00 .00 1- PIPE 992.370 -I- I I 434.578 .837 I I 435.415 I 8.00 I 6.42 .64 I 436.05 .00 I I 1.01 1.97 I I 2.000 I .000 -I- .00 I 1 .0 2.969 -I- .0133 -I- -I- -I- -I- -I- .0042 -I- .01 -I- .84 -I- 1.42 -I- .63 -I- .009 .00 .00 1- PIPE 995.339 I I 434.618 .868 ► I 435.486 I 8.00 I 6.12 .58 I 436.07 .00 I I 1.01 1.98 I I 2.000 I .000 -I- .00 I 1 .0 -I- 2.160 -I- .0133 -I- -I- -I- -I- -I- .0037 -I- .01 -I- .87 -I- 1.33 -I- .63 -I- .009 .00 .00 1- PIPE 997.499 I I 434.647 .900 I I 435.547 I 8.00 I 5.83 .53 I 436.08 .00 I I 1.01 1.99 I 2.000 I I .000 .00 I 1 .0 1.489 .0133 .0032 .00 .90 1.24 .63 .009 .00 .00 1- PIPE 998.988 I 1 434.667 .933 I I 435.600 I 8.00 I 5.56 .48 I 436.08 .00 I I 1.01 2.00 I 2.000 I I .000 -I- .00 I 1 .0 -1- .826 -I- .0133 -I- -I- -I- -I- -1- .0029 -I- .00 -I- .93 -I- 1.15 -I- .63 -I- .009 .00 .00 1- PIPE 999.814 I I 434.678 .968 I I 435.646 I 8.00 I 5.30 .44 I 436.08 .00 I I 1.01 2.00 -I- I 2.000 -I- I I .000 -I- .00 I 1 .0 -1- .186 -I- .0133 -I- -I- -I- -I- -I- .0025 -1- .00 -I- .97 -I- 1.08 .63 .009 .00 .00 1- PIPE �r M 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 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.1 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 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 rlta T1 STORM`DRAIN LINE "K" WATER SURFACE PRESSURE GRADIENT 0 T2 TRACT NO. 31681- 4 " -TD'- DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEK.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 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 6 4 1 .000 2.000 .000 .000 .000 .00 Q 5.900 .0 0 z 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 BASES --- -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: PHASE4LINEK.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 2 .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 IS 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 W S P G W WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N 1100.810 927..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 PAGE NO 3 RADIUS ANGLE ANG PT MAN H .000 .000 .000 0 * W S ELEV 427.750 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 "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 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /!Base Wtl INo Wth Station I Elev I (FT) I Elev I S"'Q (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 609.100 -I- I I 414.170 .661 I I 414.831 I 14.70 I 16.21 4.08 I 418.91 .00 I 1.38 I 1.88 I 2.000 I I .000 .00 I 1 .0 6.912 -1- .0155 -I- -I- -I- -I- -I- .0373 -I- .26 -I- .66 -I- 4.12 -I- .83 -I- .009 -I- .00 .00 1- PIPE 616.012 I I 414.277 .652 I I 414.929 I 14.70 I 16.52 4.24 I 419.17 .00 I 1.38 I 1.88 I 2.000 I I .000 .00 I 1 .0 -I- 15.764 -I- .0155 -I- -I- -I- -I- -I- .0409 -I- .65 -I- .65 -I- 4.23 -I- .83 -I- .009 -I- .00 .00 1- PIPE 631.776 414.520 .630 415.150 14.70 17.32 4.66 419.81 .00 1.38 1.86 2.000 .000 .00 1 .0 14.214 .0155 .0467 .66 .63 4.52 .83 .009 .00 .00 PIPE 645.990 1 I 414.740 .609 I I 415.349 I 14.70 I 18.17 5.13 I 420.48 .00 I 1.38 I 1.84 I 2.000 ! 1 .000 .00 I 1 .0 -I- 16.304 -I- .0561 -I- -I- -I- -I- -I- .0490 -I- .80 -I- .61 -I- 4.83 -1- .59 -I- .009 -I- .00 .00 1- PIPE 662.294 -f- 415.655 .614 416.270 14.70 17.94 5.00 421.27 .00 1.38 1.85 2.000 .000 .00 1 .0 39.092 -I- .0561 -I- -I- -I- -I- -I- .0451 -I- 1.76 -I- .61 -I- 4.74 -I- .59 -I- .009 -I- .00 .00 1- PIPE 701.386 I I 417.850 .636 I I 418.486 I 14.70 I 17.10 4.54 I 423.03 .00 I 1.38 I 1.86 I 2.000 I I .000 .00 I 1 .0 23.474 .0561 .0395 .93 .64 4.44 .59 .009 .00 .00 PIPE 724.860 -I- I I 419.168 .658 I I 419.826 I 14.70 I 16.31 4.13 I 423.96 .00 I 1.38 I 1.88 I 2.000 I I .000 .00 I 1 .0 16.342 -1- .0561 -I- -I -i -I- -I- -I- .0346 -1- .57 -I- .66 -I- 4.15 -I- .59 -I- .009 -I- .00 .00 1- PIPE 741.202 I I 420.086 .681 I I 420.767 I 14.70 I 15.55 3.75 I 424.52 .00 I 1.38 I 1.90 I 2.000 I I .000 .00 I 1 .0 12.242 .0561 .0303 .37 .68 3.88 .59 .009 .00 .00 PIPE 753.444 I I 420.773 .706 I I 421.479 I 14.70 I 14.82 3.41 I 424.89 .00 I 1.38 I 1.91 I 2.000 I I .000 .00 I 1 .0 -I- 9.647 -I- .0561 -I- -I- -I- -I- -I- .0266 -I- .26 -1- .71 -I- 3.63 -1- .59 -I- .009 -I- .00 .00 1- PIPE ^'FILE:,PHASE4LINEK.WSW W S P G W- 'CIVILDESIGN Version 14.06 PAGE - 2 f ' Program Package.Serial.Number: 1586 WATER -SURFACE PROFILE LISTING 1 Date: 4 -11 -2007 '" Time: 4:27:59~ STORMvDiA N`LINE -- "R "' WATER' SURFACE PRESSURE GRADIENT TRACTrNO - 31681- 4'TD�15ESERT-DEV @ CORAL MOUNTAIN, LA QUINTA ' FILE: PRASE4LINEK.OUT. Invert. I Depth I- Water I I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase.Wtl INo Wth _� L Station I 'Elev. I (FT) I; Elev I _ (CFS)y I (FPS) -Head I '- Grd.El.l' Elev 'I-Depth I Width IDia. -FTIor I.D:I, ZL IPrs /Pip -1- . " -1 - -- -1= -1 - L /Elem- ICh Slope I I I I SF Avel. HF ISE DpthlFroude.NlNorm Dp I "N" I X -Falll ZR IType Ch. 763.092 421.315 .731 422.046 14.70 •14.13 3.10 "425.15 '.00 1.38 1.93 2.000 .000 .00 1 .0 _ 7.795 •.0561 .0233 .18 .73 3.39 .59 .009 .00 .00 PIPE ' I• I I I I, I' I I I I I I I - r 770.887 421.752 =1- ,_.757 •422.510 14.70 ` 13.48 2.8.2 425.33- .00� 1.38 1.94' 2.000 000 =1- .00 1 .0 . - -1- 6.423 .0561 - I - - I * - 17 - I - -1- -I- - I - .0204 .13 .76 - I 3.17 - - .59 I - , -I- .009 .00 .00 I- PIPE . i I I I I „� I ' I' - I I I I I I I • 777.310 422,113 .784 422.897 .14.70 12.85 2.56 425.46 .00 1.38 1.95 2.000 .000• .00 1 .0- 5.340 • .0561_ { .0179 .10 .78 2.96. .59 .009 .00 .00 PIPE I 782.650 I 422.413 .813 I I 423:226 - I 19.70 _ I I I 12.25 2.33 425.56 .00` I 1.38 1.96 I 2.000 I I •.000 .00 I 1 . .0 �: _ �`'• 4.502: .0561 `' � 0157 ..07 81 • 2.76 ' .59 .009 .00 .00 PIPE ... _ •• I 787.152 • I .422.666 .843 I I 423.509 I •14.70 I I, I 11.68 2.12 425.63 .00 I 1:38 1.98 I 2.000 I .000 .00 .1' .0 - 3.818 .0561 .0138• .05 .84 2.58 .59 .009 00 .00 PIPE ' 790.970 422.880 879 423.759 19.70 11.14 1.93 425.68 ~.00 1.38 1.98 2.000' .000 .00 1 .0 4.000 .0350 k .0266 .11 .87 2.41 .81 .013 .00 .00 PIPE 794.970 423.020 .881 423.901 ?'114.70 11.03 1.89 425.79 .00 1.38 1.99 2.000 ..000 .00 1 .0 4.790 .0125 '" .0126 .06 .88 2.37 ,88 .009 .00 .00 PIPE I 799.760 I 423.080 I .881 I 423.961 t I 14.70 I I I 11.03 1.89 425.85 .00 I 1.38 1.99 I I 2.000 I .000 .00 1 1 .0 48.499 .0139. •.0121 .59 .88 2.37 •.86 .009 .00 .00 PIPE 848.259 923.752 899 424.651 19.70' 10.73.• '1.79 - 426.99 .00 1.38 1.99 2.000 .000 .00 1 .0 45.191 .0139 _ � 0110 :50 .90 2.28 .86 1.009 .00 .00 PIPE r ' ' ♦ �'� _ - `" - { , k} ',�. • �..., � r .s. , . _, a r. r - �, ; M'F • . ! � - , . =- :. y 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 LSTORM DRAIN LINE "K" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681- 4`TD- DESERT`DEV @ CORAL MOUNTAIN, LA QUINTA FZLE: PRASE4LINEK.OUT I Invert I Depth I Water I rQ I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lEase Wtl INo Wth Station -I- I Elev I -I- (FT) -I- I Elev I -I- (CFS) I (FPS) Head I -I- Grd.E1.1 Elev I Depth -I- I Width -I- IDia. -FTlor -I- I.D.1 -1- ZL IPrs /Pip -1 L /Elem ICh Slope I I I I -I- I -I- SF Avel -I- -I- HF ISE DpthlFroude N1Norm Dp I "N" I X -Fa111 ZR IType Ch +>** x* x+ x1+#*#**> x* I+ x>+**** I***## r*** I++ x** xx** Ix**+ xx+ l*****+* I+**#+***> l+** x** x1*** x*+>* 1 # > * + * *x +l * *x *xx +l + * * * * # +I #xx ** Ix * * * + ** 893.450 I I 424.378 .932 I I 425.310 I 14.70 10.23 I 1.63 I 426.94 .00 I 1.38 I 2.00 I 2.000 I 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 9.76 I 1.48 I 427.20 .00 I 1.38 I 2.00 I 2.000 I I .000 .00 I 1 .0 -I- 18.194 -1- .0139 -I- -I- -I- -I- -I- .0085 -I- .15 -I- .97 -I- 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 9.30 I 1.34 I 427.35 .00 I 1.38 I 2.00 I 2.000 I I .000 .00 I 1 .0 13.067 .0139 .0075 .10 1.00 1.84 .86 .009 .00 .00 PIPE 951.609 I I 425.184 1.043 I I 426.227 I 14.70 8.87 I 1.22 I 427.45 .00 I 1.38 I 2.00 I 2.000 I I .000 .00 I 1 .0 9.798 .0139 .0066 .06 1.04 1.72 .86 .009 .00 .00 1- PIPE 961.407 425.320 1.083 426.403 14.70 8.46 1.11 427.51 .00 1.38 1.99 2.000 .000 .00 1 .0 7.218 .0139 i .0058 .04 1.08 1.60 .86 .009 .00 .00 PIPE 968.625 I I 425.420 I 1.126 I 426.546 I 14.70 8.06 I 1.01 I 427.56 .00 I I 1.38 1.98 I 2.000 I I .000 .00 I 1 .0 5.371 .0139 .0051 .03 1.13 1.48 .86 .009 .00 .00 PIPE 973.997 -I- I I 425.494 -I- I 1.171 -I- I 426.665 I 14.70 7.69 I .92 I 427.58 .00 I I 1.38 1.97 I 2.000 I I .000 .00 I 1 .0 3.809 .0139 -I- -I- -I- -I- .0046 -I- .02 -I- 1.17 -I- 1.38 -I- .86 -I- .009 -I- .00 .00 1- PIPE 977.805 I I 425.547 I 1.219 I 426.766 I 14.70 7.33 I .83 I 427.60 .00 I I 1.38 1.95 I 2.000 I I .000 .00 I 1 .0 2.631 .0139 .0040 .01 1.22 1.27 .86 .009 .00 .00 PIPE 980.437 425.583 1.269 426.852 14.70 6.99 .76 427.61 .00 1.38 1.93 2.000 .000 .00 1 .0 1.455 .0139 .0036 .01 1.27 1.18 .86 .009 .00 .00 PIPE r n FILE: PHASE4LINEK.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1586 _ _ WATER.SURFACEIPROFILE LISTING Date: 4 -11 -2007 Time: 4:27:59 ;STORM DRAIN LINE "K" WATER SURFACE PRESSURE GRADIENT TRACT,NO - 3168r= 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 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 I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch 981.892 -I- I I 425.603 I 1.323 426.927 I I 14.70 6.66 I .69 I 427.62 .00 I I 1.38 1.89 I 2.000 I I .000 .00 I 1 .0 .468 -I- .0139 -I- -I- -I- -I- -I- .0032 -I- .00 -I- 1.32 -I- 1.09 -I- .86 -I- .009 -I- .00 .00 1- PIPE 982.360 I I 425.610 I 1.382 I 426.992 I 14.70 6.35 I .63 I 427.62 .00 I I 1.38 1.85 I 2.000 I I .000 .00 I 1 .0 JUNCT STR .0414 .0040 .01 1.38 1.00 .013 .00 .00 I- PIPE 985.500 I I 425.740 I 1.942 I 427.682 I I 10.30 3.31 I .17 I 427.85 .00 I I 1.15 .67 I 2.000 I 1 .000 .00 1 1 .0 21.937 .0069 .0009 .02 1.94 .27 .85 .009 .00 .00 PIPE 1007.437 I I 425.891 I 1.793 I 427.684 I I 10.30 3.47 I .19 I 427.87 .00 I I 1.15 1.22 I 2.000 I I .000 .00 I 1 .0 -I- 7.063 -I- .0069 -I- -I- -I- -I- -I- .0009 -I- .01 -I- 1.79 -I- .39 -I- .85 -I- .009 -I- .00 .00 1- PIPE 1014.500 425.940 1.742 427.682 10.30 3.55 .20 427.88 .00 1.15 1.34 2.000 .000 .00 1 .0 JUNCT STR .0433 .0012 .00 1.74 .42 .013 .00 .00 PIPE 1017.500 -I- I I 426.070 I 1.878 I 427.948 I 5.90 1.93 I .06 I 428.01 .00 I I .86 .96 I 2.000 I I .000 .00 I 1 .0 6.076 -I- .0202 -I- -I- -I- -I- -I- .0006 -I- .00 -I- 1.88 -I- .19 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1023.576 I I 426.193 I 1.753 I 427.946 I 5.90 2.02 I .06 I 428.01 .00 I I .86 1.32 I 2.000 I I .000 .00 I 1 .0 4.592 .0202 .0006 .00 1.75 .24 .58 ,.013 .00 .00 PIPE 1028.168 I I 426.285 I 1.657 I 427.942 I 5.90 2.12 I .07 I 428.01 .00 I I .86 1.51 I 2.000 I I .000 .00 I 1 .0 3.854 .0202 I .0007 .00 1.66 .27 .58 .013 .00 .00 PIPE 1032.022 I 426.363 I 1.575 I 427.938 I 5.90 2.22 I .08 I 428.01 .00 I I .86 1.64 I 2.000 I I .000 .00 I 1 .0 3.369 .0202 j .0008 .00 1.58 .31 .58 .013 .00 .00 PIPE VJQ a FILE: PHASE4LINEK.WSW �" W S P•G W - CIVILDESIGN Version 14.06 t PAGE 5 - - Program Package Serial - Number: 1586 WATER- .SURFACE,PROFILE LISTING Date: 4 -11 -2007 Time: 4:27:59 STORWDRAIN`LINE''W''WATER SURFACE PRESSURE GRADIENT w TRACT_1NO."31681 -4'TD DESERT DEV 0 CORAL MOUNTAIN, LA QUINTA 'FILE: PKASE4LINEK.OUT xxxxxxxx+ xxxxx�x+ x+ x+ xx+ xxx+ xxxx+ x+ xx++++++ x++ x+++ x+ x+++++ x++ x++ x++ xxxxxx+ x+ xxx+ xx+ xx++ xxxxxxxx +xx +i.xxxx + + +xxxx + + + +x + +xx *x `xxxx +xx+ ` 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. (CF$) 1'(FPS). Head I ` Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.) ZL IPrs /Pip - - L /Elem• (Ch Slope' I• I ( u 1 SF Ave( HF ISE DpthlFroude,NINorm Dp I , "N ". I X -Fall( ZR IType Ch .. -. xxxxx +xx +I xxxxxxxxxlxxxxxxxxlx+ xxxxxxxl+ xx+*, tr+ xl+ x++++ xl+ xx++ x+ Ixx_+++ �xxxlxxxxxxxlxx++ xx+ xlx +x *x +x +Ixxxx + +xl +xx +xxxlxx +xx Ix +xxxx+ 1035.392 426.431. 1.502 427.933 5_,90 2.33 .08 428.02 .00 .86 1.73 2.000 .000 .00 1 .0 3.039 .0202 .0009 .00 1.50 .34 .58 - .00 .00 PIPE 1038.425 426.492 1.435• 427.927 5.90 '2.44 .09 1428.02 .00 .86 1.80 2.000• .000 .00 1 .0 2.746 -.0202 " 0010 .00 1.44 .37 ,58 .013' .00 .00 PIPE -I I I I - I I I I - • 1041.171 426.5.47 1.373 427.920. 5'.90 2.56, .10 428.02 .00 ".86 1.86 2.000 .000 .00 1 .01 2.452 .0202 ,0011 .00 1.37 .41 .58 .013 .00 .00 PIPE I i I �,,� I I I I' I•' I I I I • 1043.623 426.597 1.316 427.913 5.9.0 2.69 .11, '428.03 .00 .86 1.90 2.000 .000 .00 1 .0 2.204 .0202 0012 .00 1.32 .99 .58 .013 .00 .00 PIPE I I I I j l I I I I I I I 1045.827 426.641 1.263 427.904 5.90 2.82 .12 428.03 .00 .86 1.93 2.000 .000 .00 1 .0 2.003 .0202 .0014 .00 1.26 .48 .58 .013 .00 .00 PIPE ' • I • I I I � I I I I I I I I I - 1047.831 426.682 1.213 427.895 5.90 2.96 .14 428.03 .00 .86 1.95 2.000 - .000 .00 1 .0 .539 .0202 - i .0016 .00 1.21 .52 .58 .013 .00 .00 PIPE 1048.369 ' 426.693 1.166 427.8.59 15:90 3.10 .15 428.01 .00 "'.86 1.97 2.000 .000 .00 1• .0 HYDRAULIC JUMP I 1098.369 926.693 .583 927.276 5:90 7.74 .93 428.21 .00 -.86 1.82 2.000 .000. .00. 1 .0 13.723 .02020 .0186 .25 .58 2.11 .58 .013 .00 _.00 PIPE 1062.092 426.969 603' 427.572 '5.90 7.38 •.85 928.42 .00 .86 '. 1.84 2.000 .000• .00 1 .0 ' 19.356 .0202 s .. 0163 .23 1.97a ,.58 .013 00 .00 PIPE 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 +++ x++++++ x+++++ x++++++ x+++++ x+++++++ x+ x++++++++++ xx++ x+++ xx++++++++++ xx++ x+++*+ x++ x+++++++ + +x + + + +x + + +x + + +x +x +xx + + +x + +x + ++ + + +x + + +x 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 (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem ICh Slope I -I- l I -I- I -I- -I- SF Ave( -I- -I- HF ISE DpthlFroude -I- -I- N(Norm Dp -I- I "N" I -I- X -Fall) ZR -I IType Ch 1076.448 -I- 427.259 .624 421.883 5.90 7.04 .77 428.65 .00 .86 1.85 2.000 .000 .00 1 .0 8.103 -I- .0202 -I- -I- -I- -I- -I- .0142 -I- .12 -I- .62 -I- 1.85 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1084.551 -I- I I 427.422 .646 I I 428.068 I 5.90 I 6.71 .70 I 428.77 .00 I I .86 1.87 I I 2.000 I .000 .00 I 1 .0 5.284 -I- .0202 -I- -I- -I- -I- -I- .0125 -I- .07 -I- .65 -I- 1.73 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1089.836 -I- 427.529 .669 428.198 5.90 6.40 .64 428.83 .00 .86 1.89 2.000 .000 .00 1 .0 3.666 -I- .0202 -I- -I- -I- I -I- -I- .0109 -I- .04 -I- .67 -I- 1.61 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1093.502 1 I 427.603 I .693 I 428.296 I 5.90 I 6.10 .58 I 428.87 .00 I I .86 1.90 I I 2.000 I .000 .00 I 1 .0 2.701 .0202 .0096 .03 .69 1.51 .58 .013 .00 .00 PIPE 1096.203 -I- I I 427.657 -I- I .717 -I- I 428.374 I 5.90 I 5.82 .53 I 428.90 .00 I I .86 1.92 I I 2.000 I .000 .00 I 1 .0 1.853 .0202 -I- -I- -I- -I- .0084 -I- .02 -I- .72 -I- 1.41 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1098.056 -I- I I 427.694 -I- I .743 -I- I 428.438 I 5.90 I 5.55 .48 I 428.9 .00 I I .86 1.93 I I 2.000 I .000 .00 I 1 .0 1.286 .0202 I -I- -I- -I- -I- .0074 -I- .01 -I- .74 -I- 1.32 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1099.342 -I- I 427.720 -I- I .770 -I- I 428.491 I 5.90 I 5.29 .43 I 428.93 .00 I I .86 1.95 I I 2.000 I .000 .00 I 1 .0 .840 .0202 I -I- -I- -I- -I- .0065 -I- .01 -I- .77 -I- 1.23 -I- .58 -I- .013 -I- .00 .00 1- PIPE 1100.181 I 427.737 I .798 I 428.535 I 5.90 I 5.04 .40 I 428.93 .00 I I .86 1.96 I I 2.000 I .000 .00 I 1 .0 .477 .0202 .0057 .00 .80 1.15 .58 .013 .00 .00 PIPE 1100.659 427.747 .827 428.574 ;5690 4.81 .36 428.93 .00 .86 1.97 2.000 .000 .00 1 .0 -I- -I- -I- -I- -I- -I- -I- -l- -1- -I- -I- -I- -I- 1- .151 .0202 0050 .00 .83 1.07 .58 .013 .00 .00 PIPE 111h 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 "KI WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: P$ASE41LINEK.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.I ZL IPrs /Pip L /Elem (Ch Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch I 1100.810 I 427.750 .858 I I I I I d I I I I 428.608 5.90 4.58 .33 428.93 .00 .86 1.98 2.000 .000 I .00 I 1 .0 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 lz� a? 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.OUT3 - -_- - 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 775.280 424.890 6 .013 .000 .000 ELEMENT NO 5 IS A REACH U/S DATA STATION IN 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 8 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 R, 'y a rll�y 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 r- 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 /IBase Wt1 INO Wth Station I Elev I (FT) I Elev I (CES))! 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 Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch ( 561.000 I I 405.660 I 2.000 I 407.660 I 7:00 I 2.23 .08 I 407.74 I .00 .94 I .00 I I 2.000 I .000 .00 I 1 .0 .000 .0474 .0005 .00 2.00 .00 .42 .009 .00 .00 PIPE 561.000 405.660 2.000 407.660 7:00 2.23 .08 407.74 .00 .94 .00 2.000 .000 .00 1 .0 2.090 .0474 .0004 .00 2.00 .00 .42 .009 .00 .00 PIPE 563.090 405.759 1.898 407.657 7:00 2.27 .08 407.74 .00 .94 .88 2.000 .000 .00 1 .0 HYDRAULIC JUMP i I I I I ! I I I I I I I I I 563.090 405.759 .412 406.171 7:00 15.00 3.49 409.66 .00 .94 1.62 2.000 .000 .00 1 .0 7.249 .0474 .0530 .38 .41 4.92 ..42 .009 .00 .00 PIPE 570.339 I I 406.103 I .412 I 406.515 I 7.100 I 14.98 3.49 I 410.00 I .00 I .94 1.62 I I 2.000 I .000 .00 I 1 .0 36.258 .0474 .0567 2.05 .41 4.91 .42 .009 .00 .00 1- PIPE 606.597 I I 407.823 I .398 I 408.221 I 7.00 I 15.71 3.83 I 412.06 I .00 I .94 1.60 I I 2.000 I .000 .00 I 1 .0 21.304 .0474 I .0648 1.38 .40 5.24 .42 .009 .00 .00 1- PIPE I 627.901 -I- I 408.834 I .385 I 409.219 I 7 .�00 I 16.48 4.22 I 413.44 I .00 I .94 1.58 I I 2.000 I .000 .00 I 1 .0 15.267 -I- .0474 -I- -I- -I- -I- -I- .0742 -I- 1.13 -I- .39 -I- 5.60 -I- .42 -I- .009 -I- .00 .00 1- PIPE I 643.188 -I- I 409.559 -I- I .373 -I- I 409.932 I 7.00 I 17.29 4.64 I 414.57 I .00 I .94 1.56 I I 2.000 I .000 .00 I 1 .0 12.018 .0474 -I- } I- -I- -I- .0850 -I- 1.02 -I- .37 -I- 5.98 -I- .42 -I- .009 -I- .00 .00 1- PIPE 655.206 410.129 .361 410.490 7.00 18.13 5.10 415.59 .00 .94 1.54 2.000 .000 .00 1 .0 -I- -I- -I- -I- l_,J - I - -I- -I- -I- -I- -I- -I- -I- -I- 1- 9.985 .0474 .0973 .97 .36 6.38 .42 .009 .00 .00 PIPE � e M M M M M M M M M M M M w M M M M M M 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"jMTER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD- DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEL.OUT I Invert I Depth I Water I 4 --1 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS)ti I (FPS) Head I Grd.El.l Elev I Depth I Width ►Dia. -FTlor 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 +****+ x*# I** xx+ x#*+ I*#++* x*+ I*+**+*+** I**++* rx*# I*+ x**} xl**+ x*#+ I*++**+ xx* Ix+#**+ xl++*++*+ xl * * #xx } * *I } * # +x * *Ix # * + + *xl * * + ** I * * * } #x+ 665.191 410.603 .349 410.952 7.00 19.01 5.61 416.57 .00 .94 1.52 2.000 .000 .00 1 .0 8.596 .0474 .1113 .96 .35 6.80 .42 .009 .00 .00 PIPE 673.787 -I- I I 411.010 -I- I .337 I 411.347 I 1.60 19.94 I 6.18 I 417.52 .00 I I .94 1.50 I 2.000 I I .000 .00 I 1 .0 7.583 .0474 -I- -I- I- -I- -I- .1275 -I- .97 -I- .34 -I- 7.26 -I- .42 -I- .009 -I- .00 .00 1- PIPE I I I I j l I I I I I I I I 681.370 411.370 .327 411.697 7.00 20.92 6.79 418.49 .00 .94 1.48 2.000 .000 .00 1 .0 22.938 .1998 .1290 2.96 .33 7.75 .32 .009 .00 .00 PIPE 704.308 l l 414.806 I .335 I 415.141 I 7.00 20.12 I 6.28 I 421.43 .00 I I .94 1.49 1 2.000 I I .000 .00 I 1 .0 15.697 .1498 .1142 1.79 .34 7.35 .32 .009 .00 .00 PIPE 720.005 -I- I I 417.158 -i- I .347 -I- I 417.505 I 7.00 19.18 I 5.71 I 423.22 .00 I I .94 1.51 I 2.000 I I .000 .00 I 1 .0 10.154 .1498 I -I- -I- -I- -I- .0997 -I- 1.01 -I- .35 -I- 6.89 -I- .32 -I- .009 -I- .00 .00 1- PIPE 730.158 -I- I 418.679 -I- I .358 -I- I 419.037 I 7.00 18.29 I 5.19 I 424.23 .00 I I .94 1.53 I 2.000 I I .000 .00 I 1 .0 7.333 .1498 1 -I- -I- -I- -I- .0871 -I- .64 -I- .36 -I- 6.45 -I- .32 -I- .009 -I- .00 .00 1- PIPE 737.491 I 419.778 I .370 I 420.148 I 7.00 17.44 I 4.72 I 424.87 .00 I I .94 1.55 I I 2.000 I .000 .00 I 1 .0 5.645 .1498 I .0761 .43 .37 6.04 .32 .009 .00 .00 PIPE 743.137 -I- I 420.624 -I- I .383 I 421.007 I 7.00 16.63 I 4.29 l 425.30 .00 I I .94 1.57 I I 2.000 I .000 .00 I 1 .0 4.528 .1498 I -I- -I- -1- -I- -I- .0665 -I- .30 -I- .38 -I- 5.67 -I- .32 -I- .009 -1- .00 .00 1- PIPE 741.665 -1- I 421.302 -I- I .396 I 421.698 I 7.00 15.85 I 3.90 I 425.60 .00 I I .94 1.59 I I 2.000 I .000 .00 I 1 .0 3.726 .1498 -I- -I- -1- i -I- -I- .0581 -I- .22 -I- .40 -I- 5.31 -I- .32 -I- .009 -I- .00 .00 1- PIPE M M = == M M M= M M= M M r= M 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 DIN RA LINE "L" "WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681- =4 TD-DESERT IDEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEL:OUT I Invert I Depth I Water I 1Q'. I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CF S) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor 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 751.391 421.860 .409 422.269 7.00 15.11 3.55 425.82 .00 .94 1.61 2.000 .000 .00 1 .0 3.114 .1498 ' .0508 .16 .41 4.97 .32 .009 .00 .00 PIPE 754.505 I I 422.327 I .423 I 422.750 I I 7.00 I 14.41 3.22 I 425.97 .00 I I .94 1.63 I 2.000 I 1 .000 .00 1 1 .0 2.638 .1498 .0444 .12 .42 4.66 .32 .009 .00 .00 PIPE 757.143 -I- 422.722 .438 423.160 17.00 ' 13.74 2.93 426.09 .00 .94 1.65 2.000 .000 .00 1 .0 2.266 -I- .1498 -I- -I- -I- -I- -I- .0388 -I- .09 -I- .44 -I- 4.36 -I- .32 -I- .009 -I- .00 .00 1- PIPE 759.409 I I 423.061 I .453 I 423.514 j I !7.00 I 13.10 2.67 I 426.18 .00 I I .94 1.67 I 2.000 I I .000 .00 I 1 .0 1.961 .1498 .0339 .07 .45 4.09 .32 .009 .00 .00 1- PIPE 761.370 -I- I I 423.355 -I- I .468 -I- I 423.823 I '7.00 I 12.49 2.42 I 426.25 .00 I I .94 1.69 I 2.000 I I .000 .00 I 1 .0 1.700 .1498 l -I- -I- -I- -I- .0296 -1- .05 -I- .47 -1- 3.83 -I- .32 -I- .009 -I- .00 .00 1- PIPE 763.070 -I- 1 423.610 -I- I .484 I 424.094 I 7.00 I 11.91 2.20 ! 426.30 .00 ! I .94 1.71 I I 2.000 I .000 .00 I 1 .0 1.479 .1498 -I- -I- -I- -I- -I- .0259 -I- .04 -I- .48 -I- 3.58 -I- .32 -I- .009 -I- .00 .00 1- PIPE 764.549 -I- 423.831 -I- .501 -I- 424.333 7.00 11.36 2.00 426.33 .00 .94 1.73 2.000 .000 .00 1 .0 1.298 .1498 I -I- -I- -I- -I- .0227 -I- .03 -I- .50 -I- 3.36 -I- .32 -I- .009 -I- .00 .00 1- PIPE 765.848 -I- I 424.026 -I- I .518 -I- I 424.544 I 7.00 I 10.83 1.82 I 426.36 .00 I I .94 1.75 I I 2.000 I .000 .00 I 1 .0 1.135 .1498 I -I- -I- -I- -I- .0198 -I- .02 -I- .52 -I- 3.14 -I- .32 -I- .009 -I- .00 .00 1- PIPE 766.982 I 424.196 I .536 I 424.732 I 7.'00 I 10.32, 1.65 I 426.39 .00 I I .94 1.77 I I 2.000 I .000 .00 I 1 .0 •992 •1498 .0174 .02 .54 2.94 .32 .009 .00 .00 1- PIPE G IN 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.131681 -4-TD- DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEL.OUT +++++ x++++++ xx++++++++ xx+ xx+ x+ xxx++ xx+++ xxxx++ xxx++ xxx++ xx+++++++++++ x+++++++++++ x+ x++++++ xxx + + +x + + + + +x + + + + + +x + + + + +x +xx + ++ + +x + + + ++ I Invert I Depth I Water I ;Q I Vel Vel I Energy I Super (CriticallFlow 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. -FTlor 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 -Fall1 ZR IType Ch x++++ x+++ I+ xx+ xx+++ I+++++++ x1++ I xr+++ xxl++ xx+ x+++ I+++++++ I++ xx+++ Ixx+ x+ xxx+ I++++ x++ I+ x+ xx+++ I + +x +x + + +I +xx + + + +I +x + + + + +Ixx + ++ Ix +x + + ++ 767.975 I 424.345 I .555 I 424.900 I 7.00 9.84 1.50 I I 426.40 .00 I I .94 1.79 I I 2.000 I .000 .00 I 1 .0 -I- .875 -I- .1498 -I- -I- -1- -I- -I- .0152 -I- .01 -I- .56 -I- 2.75 -I- .32 -I- .009 -I- .00 .00 1- PIPE 768.850 I I 424.476 I .574 I 425.050 I 7.00 9.39 1.37 I l 426.42 .00 I I .94 1.81 I I 2.000 I .000 .00 I 1 .0 .764 .1498 .0133 .01 .57 2.58 .32 .009 .00 .00 PIPE 769.614 -I- 424.590 .594 425.184 7.00 8.95 1.24 426.43 .00 .94 1.83 2.000 .000 .00 1 .0 666 -I- .1998 -1- -I- ` -I- ! -I- -I- .0116 -I- .01 -I- .59 -I- 2.41 -I- .32 -I- .009 -I- .00 .00 1- PIPE 770.280 I I 424.690 I .615 I 425.305 I ?7.00 8.53 1.13 I 1 426.44 .00 I I .94 1.85 I I 2.000 I .000 .00 I 1 .0 TRANS STR .0400 .0192 .10 .62 2.26 .013 .00 .00 PIPE 775.280 I I 424.890 I .776 I 425.666 I 7.00 7.58 .89 I I 426.56 .00 I I 1.02 1.50 I I 1.500 I .000 .00 I 1 .0 20.328 .0076 .0076 .15 .78 1.70 .78 .009 .00 .00 PIPE 795.608 -I- 425.044 .776 425.820 7.00 7.58 .89 426.71 .00 1.02 1.50 1.500 .000 .00 1 .0 119.607 -I- .0076 -I- -I- -I- -I- -I- .0072 -I- .82 -I- .78 -I- 1.70 -I- .78 -I- .009 -I- .00 .00 1- PIPE 910.215 -I- I I 425.913 I .804 I 426.717 I 7'.00 7.26 .82 I I 427.53 .00 I I 1.02 1.50 I I 1.500 I .000 .00 I 1 .0 35.206 -I- .0076 -I- -I- -I- -I- -I- .0063 -I- .22 -I- .80 -I- 1.59 -I- .78 -I- .009 -I- .00 .00 1- PIPE 945.421 -I- I I 426.179 -I- I .835 I 427.014 I 7.00 6.92 .74 I I 427.76 .00 I I 1.02 1.49 I I 1.500 I .000 .00 I 1 .0 17.495 .0076 -I- -I- -I- -I- -I- .0056 -I- .10 -I- .84 -I- 1.48 -I- .78 -I- .009 -I- .00 .00 1- PIPE 962.916 I I 426.312 I .868 I 427.180 I 7.00 6.60 .68 I I 427.86 .00 I I 1.02 1.48 I I 1.500 I .000 .00 I 1 .0 9.689 .0076 J .0050 .05 .87 1.37 .78 .009 .00 .00 PIPE 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 "Ll 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 1CriticallFlow 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 L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude N1Norm Dp I "N" I X -Fall) ZR IType Ch #*****### I+** Y***** I**+ Y**#* I**####**# IY*******# 1*##*+** I#*#*++ YI*##**#**# 1*#**** YI+***##** I * * * * * * # #I * * * * * * *I * #*Y * * +I * * * ** I * * * * * ** 972.605 I I 426.385 .904 I I 427.289 I 7..00 I 6.29 .61 I 427.90 .00 I 1.02 I 1.47 I 1.500 I I .000 .00 I 1 .0 -I- 5.904 -I- .0076 -I- -1- -I- -I- -I- .0044 -I- .03 -I- .90 -I- 1.27 -I- .78 -I- .009 -I- .00 .00 1- PIPE 978.510 -I- 426.430 -I- .941 427.371 7.00 6.00 .56 427.93 .00 1.02 1.45 1.500 .000 .00 1 .0 3.189 .0076 -I- -I- -1- -I- -I- .0039 -I- .01 -I- .94 -I- 1.18 -I- .78 -I- .009 -i- .00 .00 1- PIPE 981.698 426.454 .980 427.434 7.00 5.72 .51 427.94 .00 1.02 1.43 1.500 .000 .00 1 .0 -I- .762 -I- .0076 -I- -I- I- i -I- -I- .0034 -I- .00 -I- .98 -I- 1.09 -I- .78 -I- .009 -I- .00 .00 1- PIPE 982.460 42 6.46.0 1.024 427.484 , 7.00 5.45 .46 427.94 .00 1.02 1.40 1.500 .000 .00 1 .0 JUNCT STR 0926 .0039 .01 1.02 1.00 .013 .00 .00 I- PIPE 985.500 I I 426.590 1.541 I I 428.131 I 3.50 I 1.98 .06 I 428.19 .00 I .71 I .00 I 1.500 I I .000 .00 I 1 .0 8.770 .0052 .0005 .00 1.54 .00 .58 .009 .00 .00 PIPE 994.270 I I 426.635 1.500 I I 428.135 I 3.50 I 1.98 .06 I 428.20 .00 I I .71 .00 I I 1.500 I .000 .00 I 1 .0 20.230 .0052 .0005 .01 1.50 .00 .58 .009 .00 .00 PIPE I 1014.500 -I- I 426.740 -I- I 1.401 -I- I 428.141 -I- I 3.50 -I- { 2.04 .06 -I- -I- I 428.21 -I- .00 -I- I I .71 -I- .75 -I- I { 1.500 -I- I .000 -I- .00 I 1 I- .0 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 if - �. [�Gl �� FILE: PHASE4LINEM.WSW - W- S- P- G -W - -EDIT LISTING - Version -14.06 Date: 4 -12 -2007 Time: 8:14:44 WATER SURFACE PROFI_L_E - LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT'21 BASE ZL ZR _CHANNEL_DEFINITION- _ INV Y(1) Y(2'F 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 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 5 422.730 C�v4� M M M = == M= M M M= M == M M= M FILE: PHASE4LINEM.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1586 - -- - -- -_ - - WAT-ER.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 xxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x'x xxx: rxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx +x +xxxxxxxxx xxxxxxxx I Invert I Depth I Water I `Q7 I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wti INo Wth Station -I- I Elev I -I- (FT) -I- I Elev I -I- (CFS) I -I- (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.( ZL IPrs /Pip L /Elem ICh Slope I I I I -I- -I- SF Ave] -I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR IType Ch xxxxxxxxxlxxxxxxxxxlxxxxxxxxlxxxxxxxxxlxxxxx* xxxlxxxxxxxlxxxxxxxlxxxxxxxxxlxxxxxxxlxxxxxxxxlxxxxxxxxlxxxxxxxlxxxxxxxlxxxxx Ixxxxxxx 732.520 -I- I I 415.000 7.170 I I 422.170 I 26.30 I 8.37 1.09 I 423.26 .00 I I 1.79 .00 I 2.000 I I .000 .00 I 1 .0 90.479 -I- .0592 -I- -I- -I- -I- -I- .0065 -I- .59 -I- 7.17 -I- .00 -I- .79 -I- .009 -I- .00 .00 I- PIPE 822.999 I I 420.352 2.404 I I 422.756 I 26.30 I 8.37 1.09 I 423.84 .00 I I 1.79 .00 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 822.999 I I 420.352 1.281 I I 421.633 I 26.30 I 12.37 2.38 I 424.01 .00 I I 1.79 1.92 I 2.000 I I .000 .00 I 1 .0 2.924 .0592 I .0111 .03 1.28 2.07 .79 .009 .00 .00 1- PIPE 825.924 I 420.525 1.336 I I 421.861 I 26.30 I 11.79 2.16 I 424.02 .00 I I 1.79 1.88 I 2.000 I I .000 .00 I 1 .0 2.808 .0592 I .0099 .03 1.34 1.91 .79 .009 .00 .00 PIPE 828.732 -I- I 420.,691 -I- 1.394 I I 422.086 I 26,.30 I 11.24 1.96 I 924.05 .00 I I 1.79 1.84 I I 2.000 I .000 .00 I 1 .0 2.294 .0592 -I- -I- -I- -I- -I- .0088 -I- .02 -I- 1.39 -I- 1.76 -I- .79 -I- .009 -I- .00 .00 1- PIPE 831.027 -I- I I 420.827 -I- 1.457 I I 422.284 I 26.30 I 10.72 1.78 I 424.07 .00 I I 1.79 1.78 I I 2.000 I .000 .00 I 1 .0 1.819 .0592 -I- -I- -I- -I- -I- .0079 -I- .01 -I- 1.46 -I- 1.61 -I- .79 -I- .009 -I- .00 .00 1- PIPE 832.846 -I- I I 420.935 -I- 1.526 I I 422.461 I 26.30 I 10.22 1.62 I 424.08 .00 I I 1.79 1.70 I I 2.000 I .000 .00 I 1 .0 1.374 .0592 -I- -I- -I- -I- -I- .0071 -I- .01 -I- 1.53 -I- 1.46 -I- .79 -I- .009 -I- .00 .00 1- PIPE 834.220 I I 421.016 I 1.602 I 422.618 I 26.30 I 9.75 1.47 I 424.09 .00 I I 1.79 1.60 I I 2.000 I .000 .00 I 1 .0 .893 .0592 .0065 .01 1.60 1.32 .79 .009 .00 .00 PIPE 835.113 421.069 1.689 422.758 26.30 9.29 1.34 424.10 .00 1.79 1.45 2.000 .000 .00 1 .0 .357 .0592 .0059 .00 1.69 1.17 .79 .009 .00 .00 PIPE n � �� C M M M M M M M M M M M= i= M M= M M 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 r STROM DRAIN LINE "M "WATERSURFACE 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 ICritical►Flow ToplHeight /[Base Wtl INo Wth Station -I- I Elev 1 (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- -I- NINorm Dp -I- I "N" I -I- X -Fall) ZR -I IType Ch I I 835.470 I 421.090 I 1.793 I 422.883 I 26:30 I 8.86 1.22 I 424.10 .00 I I 1.79 1.22 I I 2.000 I .000 .00 1 .0 147.010 .0055 i .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 26.30 I 8.86 1.22 I 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 985.500 422.030 2.766 424.796 20.00 6.37 .63 425.43 .00 1.61 .00 2.000 .000 .00 1 .0 29.000 .0052 .0037 .11 2.77 .00 1.42 .009 .00 .00 PIPE I I I I i I I I I I I I I I 1014.500 422.180 2.725 424.905 20.00 6.37 .63 425.53 .00 1.61 .00 2.000 .000 .00 1 .0 JUNCT STR .0417 .0045 .01 2.72 .00 .013 .00 .00 PIPE 1017.620 422.310 3.671 425.981 7190 2.51 .10 426.08 .00 1.00 .00 2.000 .000 .00 1 .0 82.680 .0051 .0012 .10 3.67 .00 .99 .013 .00 .00 PIPE 1100.300 422.730 3.352 426.082 71.90 2.51 .10 426.18 .00 1.00 .00 2.000 .000 .00 1 .0 Q�� 0 .000 .000 0 .000 - 25.443 0 90.0 .000 .000 .000 0 90.0 .000 .000 .000 0 -�> 6 T1 STROM DRAIN LINE "M "WATER "SURFACE PRESSURE GRADIENT T2 -TRACT 140. 31681-If 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 .000 .000 0 .000 - 25.443 0 90.0 .000 .000 .000 0 90.0 .000 .000 .000 0 -�> 6 FILE: PHASE4LINEMQ10.WSW r' - W -S R G W - EDIT LISTING - Version 14.06 Date: 4 -12 -2007 Time: 8:21:10 lWATER SURFACE PROFILE -- _C_HANNEL 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 * *. v 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 " +J FILE: PHASE4LINEMQI0.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 FSTROM -DRAIN LINE "M'!WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEMQIO.OUT I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base 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. -FT1or I.D.1 ZL IPrs /Pip L /Elem 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 -Fall) ZR -I IType Ch 732.520 415.000 7.170 422.170 16.80 5.35 .44 422.61 .00 1.48 .00 2.000 .000 .00 1 .0 87.252 .0592 .0026 .23 7.17 .00 .62 .009 .00 .00 1- PIPE 819.772 420.161 .2.238 422.400 16.80 5.35 .44 422.84 .00 1.48 .00 2.000 .000 .00 1 .0 HYDRAULIC JUMP I I I I 1 I I I I I I I I I 819.772 420.161 .928 421.090 16.80 11.77 2.15 423.29 .00 1.98 1.99 2.000 .000 .00 1 .0 1.553 .0592 .0132 .02 .93 2.45 .62 .009 .00 .00 PIPE 821.325 -I- I 420.253 -I- I I .945 I 421.198 I 16.80 I 11.49 2.05 I 423.25 .00 I I 1.48 2.00 I I 2.000 I .000 .00 I 1 .0 3.192 .0592 -I- -I- -I- -I- -I- .0120 -I- .04 -I- .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 10.96 1.86 I 423.29 .00 I I 1.48 2.00 I I 2.000 I .000 .00 I 1 .0 -I- 2.727 -I- .0592 -I- -I- -I- -I- -I- .0106 -I- .03 -I- .98 -I- 2.20 -I- .62 -I- .009 -I- .00 .00 1- PIPE 827.244 I I 420.603 I 1.018 I 421.621 I 16.80 I 10.45 1.69 I 423.32 .00 I I 1.48 2.00 I I 2.000 I .000 .00 I 1 .0 -I- 2.289 -I- .0592 -I- -I- -I- -I- -I- .0093 -I- .02 -I- 1.02 -I- 2.05 -I- .62 -I- .009 -I- .00 .00 1- PIPE 829.533 -I- I I 420.739 I 1.058 I 421.797 I 16.80 I 9.96 1.54 I 423.34 .00 I I 1.48 2.00 I I 2.000 I .000 .00 I 1 .0 1.945 -I- .0592 -I- -I- -I- -I- -I- .0082 -I- .02 -I- 1.06 -I- 1.91 -I- .62 -I- .009 -I- .00 .00 1- PIPE 831.477 -I- I I 420.854 I 1.099 I 421.953 I 16.80 I 9.50 1.40 I 423.35 .00 I I 1.48 1.99 I I 2.000 I .000 .00 I 1 .0 1.625 -I- .0592 -I- -1- -I- -I- -I- .0073 -I- .01 -I- 1.10 -I- 1.77 -I- .62 -I- .009 -I- .00 .00 1- PIPE 833.102 -I- 420.950 1.142 422.092 16.80 9.05 1.27 423.36 .00 1.48 1.98 2.000 .000 .00 1 .0 1.322 -I- .0592 -I- -I- -I- -I- -I- .0064 -I- .01 -I- 1.14 -L- 1.65 -I- .62 -I- .009 -I- .00 .00 1- PIPE M M M M ' M M M M M M M M M M M M M 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: PHASE4LINEM010.OUT +++++++++ x+++ x+ xx# xxxxx## x# x## xx+# x#++ xxxx++ x++# xr++ xxxxx## xx### xx+# x++++## x+ x# xxx#+#### xxx + + + # +x #xx #xxx # # #x #x + #xx # # #xx # ## x # +x + + #x I Invert f 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.f 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 -Fa111 ZR IType Ch + x+## xx## Ix# x+ x###+ 1##+++ x+# Ix++## xxxxl# x++++++* I++++++# Ix## x+ x# I++++++++ x1+++ x+ x# I+ x# xxx## f # # + + + + + +Ixx +xxx #I + + + + # # +Ix # #x# Ix + + + + +# I 834.424 I I 421.028 I 1.188 I 422.216 I 16.80 I 8.63 1.16 I 423.37 .00 I I 1.48 1.96 I 2.000 I I .000 .00 1 .0 -I- 1.046 -1- .0592 -1- -1- -1- -1- -1- .0057 -1- .01 -17 1.19 -1- 1.53 -1- .62 -1- .009 -I- .00 .00 1- PIPE 835.470 I I 421.090 I 1.237 I 4.22.327 I 16.80 I 8.23 1.05 I 423.38 .00 I I 1.48 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 1- PIPE 866.456 I I 421.261 I 1.244 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 -I- 75.080 -I- .0055 -I- -I- -I- i -I- -I- .0049 -I- .37 -I- 1.24 -I- 1.40 -I- 1.22 -I- .009 -I- .00 .00 1- PIPE 941.535 I I 421.674 I 1.296 I 422.971 I 16.80 I 7.79 .94 I 423.91 .00 I I 1.48 1.91 I 2.000 I I .000 .00 I 1 .0 26.632 .0055 .0044 .12 1.30 1.29 1.22 .009 .00 .00 PIPE 968.168 I I 421.821 I 1.352 I 423.173 I 16.80 I 7.43 .86 I 424.03 .00 I I 1.48 1.87 I 2.000 I I .000 .00 I 1 .0 -I- 11.231 -I- .0055 -I- -I- -1- -I- -I- .0039 -I- .04 -I- 1.35 -I- 1.19 -I- 1.22 -I- .009 -I- .00 .00 1- PIPE 979.398 I I 421.883 I 1.412 I 423.295 I 16.80 I 7.09 .78 I 424.07 .00 I I 1.48 1.82 I 2.000 I I .000 .00 I 1 .0 -I- 3.082 -I- .0055 -I- -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 I 421.900 I 1.478 I 423.378 I 16.80 I 6.75 .71 I 424.09 .00 I I 1.48 1.76 I 2.000 I I .000 -i- .00 I 1 .0 -I- JUNCT STR -I- .0430 -I- -1- -I- -I- -I- .0050 -I- .02 -I- 1.48 -I- 1.00 -I- -I- .013 .00 .00 I- PIPE 985.500 I I 422.030 I 2.039 I 424.069 I 12.80 I 4.07 .26 I 424.33 .00 I I 1.29 .00 I 2.000 I I .000 .00 I 1 .0 10.663 .0052 .0015 .02 2.04 .00 1.05 .009 .00 .00 PIPE 996.163 I I 422.085 I 2.000 I 424.085 I 12.80 I 4.07 .26 I 424.34 .00 I I 1.29 .00 I 2.000 I I .000 .00 I 1 .0 18.337 .0052 I .0014 .03 2.00 .00 1.05 .009 .00 .00 PIPE Ry FILE: PHASE4LINEMQIO.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: PHASE4LINEMQI0.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. -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 -Falli ZR IType Ch P 1014.500 I 422.180 1.924 I I 424.104 I I I I I 12.80 4.13 .26 424.37 .00 1.29 .76 I 2.000 I I .000 .00 I 1 .0 -I- JUNCT STR -I- .0417 -I- -I- -I- -I- -I- -I- -I- -I- -I- .0017 .01 1.92 .36 -I- .013 -I- .00 .00 I- PIPE 1017.620 I I 422.310 2.242 I I 424.552 I I I I I 5.10 1.62 .04 424.59 .00 .80 .00 I 2.000 I I .000 .00 I 1 .0 -I- 52.992 -I- .0051 -I- -I- -I- -I- -I- -I- -I- -1- -I- .0005 .03 2.24 .00 .77 -I- .013 -I- .00 .00 1- PIPE 1070.612 I I 422.579 2.000 I I 424.579 I I I I I 5.10 1.62 .04 424.62 .00 .80 .00 I 2.000 I I .000 .00 I 1 .0 -I- 29.688 -I- .0051 -I- -I- -I- -I- -I- -I- -I- -I- -I- .0005 .01 2.00 .00 .77 -I- .013 -I- .00 .00 1- PIPE 1100.300 I I 422.730 1.860 I I 424.590 ! I I I I I 5.10 1.68 .04 424.63 .00 .80 1.02 I 2.000 I I .000 .00 I 1 .0 T1 STORM DRAIN LIINE " - "N" WATER SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681= 4 -TD-- DESERT DEV @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEN.OUT SO 647.870 428.000 5 .000 0 .000 .000 428.000 R 708.750 429.260 5 .009 0 90.0 .000 R 775.070 430.620 5 .009 R 831.900 430.910 5 .009 R 877.240 431.130 5 .009 R 982.480 431.660 5 .009 JX 985.500 431.790 5 5 .013 4.900 433.290 R 1014.500 431.940 3 .009 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 .000 .000 0 - 18.999 .000 0 .000 .000 0 12.989 .000 0 .000 .000 0 90.0 .000 .000 .000 0 J FILE: PHASE4LINEN.WSW W_S_P G W - EDIT LISTING - Version 14.06 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 LII'NE "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: PHASE4LINE'.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 708.750 429.260 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 s1� FILE: PHASE4LINEN.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package-Serial Number: 1586 ______ WATER PROFILE- LISTING Date: 4 -12 -2007 Time:10: 4: 3 _- STORM DRAIN LIINE __SURFACE "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 Wt1 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. -FTlor -I- I.D.I ZL -I IPrs /Pip 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 "N" -I- I X -Fall) ZR IType Ch ++ x++++++ I+++++++++ I+++++++ xlx++++ xxxxl+++ xx++ x+ Ix++++++ 1+++++++ I+ x+++ xxxxlxxx++++ I+++ wxxx+ I +xxxxxxxlx + + +x + +Ixxxxxx +Ix + + +x Ixxx + + +x 647.870 I I 428.000 I .732 I 428.732 I .9:80 11.43 I 2.03 I 430.76 .00 I I 1.21 1.50 I 1.500 I .000 .00 1 .0 33.018 .0207 .0173 .57 .73 2.66 .70 .009 .00 .00 PIPE 680.888 -I- I I 428.683 I .751 I 429.434 I 9.80 11.06 I 1.90 I 431.33 .00 I I 1.21 1.50 I 1.500 I I .000 .00 I 1 .0 27.862 -I- .0207 -I- -I- -I- -I- -I- .0156 -I- .43 -I- .75 -I- 2.54 -I- .70 -I- .009 -I- .00 .00 I- PIPE 708.750 429.260 .781 430.041 19.80 10.54 1.73 431.77 .03 1.21 1.50 1.500 .000 .00 1 .0 15.565 .0205 .0139 .22 .81 2.36 .71 .009 .00 .00 PIPE 724.315 I I 429.579 I .804 I 430.383 j I 19.80 10.15 I 1.60 I 431.98 .02 I I 1.21 1.50 I 1.500 I I .000 .00 I 1 .0 14.172 .0205 .0124 .18 .83 2.23 .71 .009 .00 .00 PIPE 738.487 I I 429.870 I .835 I 430.705 I 9.80 9.68 I 1.46 I 432.16 .02 I I 1.21 1.49 I 1.500 I I .000 .00 I 1 .0 10.310 .0205 .0110 .11 .86 2.07 .71 .009 .00 .00 1- PIPE 748.797 I I 430.081 I .869 i 430.950 I 9.80 9.23 I 1.32 I 432.27 .02 I I 1.21 1.48 I 1.500 I I .000 .00 I 1 .0 7.893 .0205 .0097 .08 .89 1.92 .71 .009 .00 .00 PIPE 756.690 -I- I I 430.243 I .904 I 431.147 I ,9.80 8.80 I 1.20 I 432.35 .02 I I 1.21 1.47 I 1.500 I I .000 .00 I 1 .0 6.070 -I- .0205 -I- -I- -1- -I- -I- .0086 -I- .05 -I- .92 -I- 1.78 -I- .71 -I- .009 -I- .00 .00 1- PIPE 762.760 -I- I I 430.368 I .941 I 431.309 I 9.80 8.39 I 1.09 I 432.40 .02 I I 1.21 1.45 I 1.500 I I .000 .00 I 1 .0 4.608 -I- .0205 -I- -I- -I- -1- -I- .0076 -I- .04 -I- .96 -I- 1.65 -I- .71 -I- .009 -I- .00 .00 1- PIPE 767.369 I I 430.462 I .981 I 431.443 I 9.80 8.00- I .99 I 432.44 .01 I I 1.21 1.43 I 1.500 I I .000 .00 I 1 .0 -I- 3.521 -I- .0205 -I- -I- -I- -I- -I- .0068 -I- .02 -I- 1.00 -I- 1.52 -I- .71 -I- .009 -I- .00 .00 1- PIPE f 1�4'• NS -c; ,m MM M r= M M M MM M= M M M= M I_ a� FILE: PHASE4LINEN.WSW W S P G W - CIVILDESIGN Vers' 14.06 PAGE 2 " Program Packa Number: 1586 - - - -- OFILE.LISTING Date: 9 -12 -2007 Time:10: 9: 3 r� STORM DRAIN LIINE "N" WAT SURFACE PRESSURE GRADIENT TRACT DEV @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEN.OUT ++++++++++++++++++++ x+++ xxx+ x+ x++ x+ xx+++ x++ x+++++++++ xxx+++++ x+++ x++++++++++++ xx++++++ a++++ x + + + + + + + +xx + +x + + + + + + + + + + +xx + + ++ +x + + + + ++ I Invert I Depth I Water I Qj 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- I Depth -I- I Width -I- IDia. -FTIor -I- I.D.1 -I- ZL -I IPrs /Pip L /Elem ICh Slope I -I- I I -I- I -I- -I- SF Avel -I- HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch ++ x++ x++ xlx++ xxxxx+ I++ xxxx+ xlx+++ x++++ I++ x+ xxxx+ I++ x+ xx+ Ix+ x+ x+ xl+ xxx+++ xxlx++ xx*+ I++ x+ x+++ I + + + +xxx +I + +x +x +xl + +xxxxxl + + + ++ I +xx + +xx 770.889 430.534 1.023 431.557 9.80 7.63 .90 432.46 .01 1.21 1.40 1.500 .000 .00 1 .0 2.497 .0205 .0060 .02 1.04 1.40 .71 .009 .00 .00 PIPE 773.387 430.585 1.069 431.655 9J80 7.27 .82 432.48 .01 1.21 1.36 1.500 .000 .00 1 .0 1.683 .0205 .0054 .01 1.08 1.29 .71 .009 .00 .00 1- PIPE 775.070 I I 430.620 1.118 I I 431.738 I 9'80 I I 6.94 .75 I 432.49 .00 I 1.21 I 1.31 I 1.500 I I .000 .00 I 1 .0 -I- 56.830 -I- .0051 -I- -I- -I- -I- -I- .0050 -I- .28 -I- 1.12 -I- 1.18 -I- 1.12 -I- .009 -I- .00 .00 I- PIPE I I I I I I I I I I I I I 831.900 430.910 1.138 432.048 9.80 6.81 .72 432.77 .01 1.21 1.28 1.500 .000 .00 1 .0 45.340 .0049 i .0050 .22 1.15 1.13 1.14 .009 .00 .00 1- PIPE 877.240 431.130 1.123 432.253 9.80 6.91 .74 432.99 .00 1.21 1.30 1.500 .000 .00 1 0 27.207 .0050 .0050 .14 1.12 1.17 1.12 .009 .00 .00 PIPE 904.447 I I 431.267 I 1.123 I 432.390 ! I 9.80 I 6.91 .74 I 433.13 .00 I 1.21 I 1.30 I 1.500 I I .000 .00 I 1 .0 65.997 .0050 j .0049 .32 1.12 1.17 1.12 .009 .00 .00 PIPE 970.443 I I 431.599 I 1.148 I 432.747 I 9.80 I 6.75 .71 I 433.45 .00 I 1.21 I 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 PIPE 982.480 I I 431.660 I 1.208 I 432.868 I 9.80 I 6.43' .64 I 433.51 .00 I 1.21 I 1.19 I 1.500 I I .000 .00 I 1 .0 -I- -I- -I- -I- ' -1- -I- -I- -I- -I- -I- -1- 71- -1- I- JUNCT STR 0930 .0056 .02 1.21 1.00 .013 .00 .00 PIPE 985.500 I I 431.790 I 2.027 I 433.817 I 4.90 I 6.24 .60 I 434.42 .00 I .91 I .00 I 1.000 ' -I- I I .000 .00 I 1 .0 -I- 29.000 -I- .0052 -I- -I- r-I- ' -I- -I- .0091 -I- .26 -I- 2.03 -I- .00 -I- 1.00 .009 -I- .00 .00 1- PIPE ��aL` 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 *+.+.f+ rr+*_* r**f+ r�* �xr** t*** xx��sf** xr+t*+ +. *w+r * *xx *xx + *x�f. +t *�w * *frx+ fit* a►+*+** x**++ a++ w►*+, r +k *t + * *t+.�frr * * :t *r *sxx * #f� * *x * * * * *f +• I Invert I Depth I Water I 4 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.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 -Fall) ZR [Type Ch +**.* r►** I• r: �*• t** I* �. �** i�, rl:*: �++ s** I*+, r�*** �* I*+ fr* �, r1*:*** ��I* i****, r+ �1** �>+ �** I�* r+t** el�� .�a� +1 *� *r. *xl *x,r * *. *I *:r + +� I��,r,r� *• I I I I I 1 I I I I I I I 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- 6 l� 0 T1 S O 'DRAIN'LI - OO WATER SURFACE PRESSURE GRADIENT 0 T2 �.� . _ TRACT'NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PHASE4LINEO.OUT AQ® SO 921.690 412.790 3 413.610 R 933.790 413.400 3 .009 .000 .000 0 R 955.120 414.480 3 .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 CD 1 4 2 .000 1.750 .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 CD 8 4 1 .000 2.000 .000 .000 .000 .00 CD 9 4 1 .000 2.000 .000 .000 .000 .00 CD 10 4 1 .000 2.000 .000 .000 .000 .00 CD 11 4 1 .000 2.000 .000 .000 .000 .00 CD 13 4 2 .000 1.750 :000 .000 .000 .00 Q 15.100 .0 6 l� 0 r rr � rr rr �r rr rr r r■i rr rr r r r r r r r 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 co 7 4 1 1.500 CD 8 4 1 2.000 co 9 4 1 2.000 co 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= := PHASE4LINEOQIO.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 v U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1543.500 437.520 1 .013 .000_ .000 .000 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1543.500 437.520 13 437.520 " `i1 FILE: PHASE4LINEO.WSW W S'P G W - `CIVILDESIGN Version 14.06 Program Package Serial N ATER SURFACE PROFI ING Date: 4 -16 -2007 Time: 9:22: 3 fSTORM DRAIN LINE "O ";� TER SURFACE PRESSURE GRADIENT TRACT NO. 681 -4 TD DESERT @ CO MOUNTAIN, LA QUINTA PHASE4LI U.OUT I Invert I Depth I Water ( Q. I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CF Sj I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTior I.D.1 ZL IPrs /Pip L /£lem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch 1 921.690 I 412.790 I .924 I 413.714 I 28!90 20.36 I 6.44 420.15 I .00 I I 1.84 1.99 I I 2.000 .000 .00 1 .0 12.100 .0504 .0405 .49 .92 4.25 .87 .009 .00 .00 PIPE I 933.790 I I 413.400 I .931 I 414.331 j I 28.190 20.16 I 6.31 420.64 I .00 I I 1.84 2.00 I I 2.000 I .000 .00 1 .0 -I- 21.330 -1- .0506 -I- -I- ; -I- 1 -I- -I- .0389 -I- .83 -I- .93 -I- 4.19 .87 -I- -I- .009 -I- .00 .00 1- PIPE 955.120 I I 414.480 I .946 I 415.426 I I 28.190 19.75 I 6.05 421.48 I .00 I I 1.84 2.00 I I 2.000 I .000 .00 I 1 .0 JUNCT STR .0475 .0428 4.20 .95 4.07 .009 .00 .00 PIPE 1053.200 I I 419.140 I .842 I 419.982 I 26:40 21.02 I 6.86 426.84 I .00 I I 1.80 1.97 I I 2.000 I .000 .00 I 1 .0 25.644 .0526 .0469 1.20 .84 4.64 .82 .009 .00 .00 PIPE 1078.844 I I 420.490 I .849 I 421.339 I 26.40 20.76 I 6.69 428.03 I .00 I I 1.80 1.98 I I 2.000 -I- -I- I .000 -I- .00 I 1 1- .0 -I- 61.994 -I- .0526 -I- -I- -I- -I- -I- .0433 -I- 2.69 -I- .85 -I- 4.56 .82 .009 .00 .00 PIPE '1140.837 I I 423.754 I .881 I 424.635 I 26.`40 19.80 I 6.09 430.72 I .00 I I 1.80 1.99 I I 2.000 I .000 .00 I 1 .0 35.612 .0526 .0381 1.36 .88 4.26 .82 .009 .00 .00 PIPE 1176.649 I I 425.639 I .913 I 426.552 I 26.40 18.87 I 5.53 432.08 I .00 I I 1.80 1.99 I I 2.000 I .000 -I- .00 I 1 .0 -I- 24.428 -I- .0526 -I- -1- -I- -I- -I- .0335 -I- .82 -I- .91 -I- 3.97 .82 -I- -I- .009 .00 .00 1- PIPE 1201.077 426.925 .948 427.873 26.;40 18.00 5.03 432.90 .00 1.80 2.00 2.000 .000 .00 1 1- .0 18.214 .0526 .0295 .54 .95 3.70 .82 .009 .00 .00 PIPE 1219.290 427.884 .983 I 428.867 1 I 26.40 17.16 I 4.57 433.44 I .00 I I 1.80 2.00 I I 2.000 I .000 .00 1 .0 14.138 .0526 .0259 .37 .98 3.45 .82 .009 .00 .00 PIPE M m m m = == mm =■■ 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- "0" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 {4 TD DESERT - @CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEOQI0.OUT i xx+ x+ xxxx+ xxxxxxxxxxx++++ x+++ xxx+ x+++ xxx+ xxxxxxxxxxxxxxx+ xxxxxxxx+ x++++ xx++ xxxxx+ x++++ xxx+ x + +xxxxxxxt + +xxxxxx + +xxxxxxxx + +x xxxxx + +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.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 -Fa111 ZR IType Ch xx+ xxxxxxlxxxxxx+ xxlxxxxxxxxlx+ xxxxx++ Ixxxxxxx+ xlxxxxxxxlxx+ xx+ xlxxxxxx+, txl+ x+++ x+ Ixxx+++++ Ixxxx + + + +1 + + + +xxxl + + +x + + +Ixxxx+ I +xx + + +x 1233.428 I I 428.628 1.021 I I 429.649 I 26.40 I 16.36 4.16 I 433.81 .00 I 1.80 I 2.00 I I 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 429.227 1.060 I I 430.287 j I 26.40 I 15.60 3.78 I 434.07 .00 I 1.80 I 2.00 I I 2.000 I .000 .00 I 1 .0 9.278 .0526 I ! .0202 .19 1.06 2.99 .82 .009 .00 .00 1- PIPE 1254.079 429.716 1.102 430.818 26'.40 14.87 3.43 434.25 .00 1.80 1.99 2.000 .000 .00 1 .0 7.724 .0526 .0178 .14 1.10 2.77 .82 .009 .00 .00 1- PIPE 1261.804 -I- 430.122 -I- 1.145 431.267 26.40 14.18 3.12 434.39 .00 1.80 1.98 2.000 .000 .00 1 .0 6.416 .0526 -I- -I- -I- -I- -I- .0157 -I- .10 -I- 1.15 -I- 2.58 -I- .82 -I- .009 -1- .00 .00 1- PIPE 1268.220 I I 430.460 I 1.192 I 431.652 I 26.40 I 13.52 2.84 I 434.49 .00 I 1.80 I 1.96 I I 2.000 I .000 .00 I 1 .0 57.430 .0171 I I I I I i I .0141 I .81 I 1.19 2.39 I 1.14 I .009 I I .00 I .00 PIPE I 1325.650 431.440 1.231 432.671 26.40 13.01 2.63 435.30 .00 1.80 1.95 2.000 .000 -I- .00 1 .0 -I- 42.346 -I- .0171 -I- -I- -I- -I- -I- .0126 -I- .53 -I- 1.23 -I- 2.25 -I- 1.14 -I- .009 .00 .00 1- PIPE 1367.996 I I 432.162 1.282 I I 433.444 ( 1261.40 I I 12.40 2.39 I 435.83 .00 I 1.80 I 1.92 I I 2.000 t .000 .00 I 1 .0 27.699 .0171 .0112 .31 1.28 2.08 1.14 .009 .00 .00 PIPE I I I I I I I I I I I I I I 1395.696 432.634 1.337 433.971 '26,.40 11.83 2.17 436.14 .00 1.80 1.88 2.000 .000 .00 1 .0 -I- 19.661 -I- .0171 -I- -I- -I- -I- -I- .0100 -I- .20 -I- 1.34 -I- 1.91 -I- 1.14 -I- .009 -I- .00 .00 1- PIPE 1415.357 I I 432.969 1.395 I I 434.365 I 26.40 I 11.28 1.97 I 436.34 .00 I 1_.80 ! 1.84 I I 2.000 I .000 .00 ! 1 .0 14.260 .0171 1 i .0089 .13 1.40 1.76 1.14 .009 .00 .00 PIPE = = M M mm M == m m m= m m m 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: PHASE4LINEOQ10.OUT I Invert I Depth I Water I Q, I Vel Vel I Energy I Super 1CriticallFlow 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 ********* I*****##* YIYYYY*** Y1**#** YY* YI** Y*** Y±* I******* I*#*#*# YI********# I###**** 1*### Y*** 1 * * * *# * * *I * * * # * * *1 * # * * * * *I * *Y ** I * * * *YY* 1429.617 433.213 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 1 .0080 .08 1.46 1.61 1.14 .009 .00 .00 PIPE 1439.968 I I 433.389 1.527 I I 434.916 I I I 26:40 I 10.25 1.63 I 436.55 .00 I 1.80 I 1.70 I I 2.000 1 .000 .00 1 1 .0 7.213 .0171 .0072 .05 1.53 1.47 1.14 .009 .00 .00 PIPE 1447.181 I I 433.512 I 1.604 I 435.116 1 1 26.,40 I 9.77 1.48 I 436.60 .00 I 1.80 I 1.59 I I 2.000 I .000 .00 I 1 1- .0 4.630 .0171 i .0065 .03 1.60 1.32 1.14 .009 .00 .00 PIPE 1451.811 I I 433.591 I 1.690 I 435.281 j I 26.40 I 9.32 1.35 I 436.63 .00 I 1.80 I 1.45 I I 2.000 I .000 .00 I 1 .0 1.689 .0171 .0060 .01 1.69 1.17 1.14 .009 .00 .00 PIPE 1453.500 I I 433.620 I 1.795 I 435.415 I 26.40 I 8.88 1.23 I 436.64 .00 I 1.80 I 1.21 I I 2.000 I .000 .00 I 1 .0 JUNCT STR .0467 1.80 1.00 .013 .00 .00 PIPE 1456.500 I I 433.760 I .575 I 434.335 I 15.10 I 20.20 6.33 I 440.67 .00 I 1.40 I 1.81 I I 2.000 I .000 .00 I 1 .0 JUNCT STR .0467 .58 5.54 .013 .00 .00 PIPE 1456.500 433.760 3.325 437.085 15.10 3.14 .15 437.24 .00 1.02 .00 1.750 .000 .00 2 .0 21.924 .0432 .0023 .05 3.32 .00 .57 .013 .00 .00 1- PIPE 1478.424 I I 434.708 I 2.426 I 437.133 ! I 15.10 I 3.14 .15 I 437.29 .00 I 1.02 I .00 I I 1.750 I .000 .00 I 2 .0 HYDRAULIC JUMP 1478.424 434.708 .567 435.295 15.10 10.66 1.77 437.06 .00 1.02 1.65 1.750 .000 .00 2 .0 7.077 .0432 .0384 .27 .59 2.03 .57 .013 .00 .00 1- PIPE C T�1� 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 10" 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 /lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS1) I (FPS) Head I Grd.El.l Elev I Depth I -I- Width -I- IDia. -FTIor -I- I.D.1 -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude NINorm Dp I "N" I X -Fa11I ZR IType Ch 1539.994 437.369 .810 438.179 15.10 6.93 .75 438.92 .00 1.02 1.75 1.750 .000 .00 2 .0 -I- 1.180 -I- .0432 -I- -I- -I- -I- -I- .0111 -I- .01 -I- .81 -I- 1.09 -I- .57 -I- .013 -I- .00 .00 1- PIPE 1541.174 I I 437.419 I .840 438.260 I 15.10 I I 6.61 .68 I 438.94 .00 I I 1.02 1.75 I 1.750 I I .000 .00 I 2 .0 -I- .888 -I- .0432 -I- -I- -I- -I- -I- .0098 -I- .01 -I- .84 -I- 1.02 -I- .57 -I- .013 -I- .00 .00 1- PIPE 1542.062 I I 437.458 I .872 438.330 I 15:10 I I 6.30 .62 I 438.95 .00 I I 1.02 1.75 I 1.750 I I .000 .00 I 2 .0 -I- .667 -I- .0432 -I- -I- f -I- -I- -I- .0086 -I- .01 -I- .87 -I- .95 -I- .57 -I- .013 -I- .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 .448 .0432 .0076 .00 .91 .88 .57 .013 .00 .00 1- PIPE 1543.177 437.506 .940 438.996 15.10 5.73 .51 438.96 .00 1.02 1.75 1.750 .000 .00 2 .0 .256 .0432 I .0067 .00 .94 .82 .57 .013 .00 .00 PIPE I I I I I �� I i I I I I I I 1543.433 437.517 .977 438.499 15.10 5.46 .46 438.96 .00 1.02 1.74 1.750 .000 .00 2 .0 -I- .067 -I- .0432 -I- -i- ,L .0059 .00 .98 .76 .57 .013 .00 .00 PIPE 1543.500 -I- 437.520 -I- 1.018 -I- 438.538 -I- 15.10 -I- 5.20 .42 -I- -1- 438.96 -I- .00 -I- 1.02 -I- 1.73 -I- 1.750 -I- .000 -I- .00 2 .0 I- T1 SS OT�RM -DRAIN LINE !!O" WATER SURFACE PRESSURE GRADIENT T2 TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA T3 FILE: PRASE4LINEOQ100.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 0 .000 .000 0 .000 .000 0 -2.5.2 .000 .000 .000 0 .000 .000 0 90.0 .000 .000 .000 0 fj L"I"`, FILE: PHASE4LINEOO.WSW W S P G W - EDIT LISTING - Version 14.06 Date: 5 -14 -2007 Time: 3:44:14 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 Cr) 1 4 1 2.000 CD 2 4 1 2.000 CD 3 4 1 2.000 Cl) 4 4 1 2.000 co 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 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 5 4 0 .013 17.700 .000 435.700 .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 1543.500 437.510 7 .009 .000 .000 .000 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1543.500 437.510 7 437.510 J 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 -DRAIN LINE "O!^,WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHASE4LINEOQ100.OUT I Invert .1 Depth I Water I Q1 I Vet Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl ]No Wth Station I Elev I (FT) I Elev I (C FS) 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 SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 921.690 412.790 1.228 414.018 45.10 22.29 7.72 421.74 .00 1.97 1.95 2.000 -I- .000 -I- .00 1 .0 -I- 12.100 -I- .0488 -I- -I- -I- -I- -I- .0390 -I- .47 -I- 1.23 -I- 3.85 -I- 1.15 .009 .00 .00 1- PIPE 933.790 I I 413.380 1.236 I 414.616 I I 45.10 I 22.12 7.60 I 422.21 .00 I 1.97 I 1.94 I 2.000 I I .000 .00 I 1 .0 -I- 21.330 -I- .0483 -I- -I- I- -I- -I- .0378 -I- .81 -I- 1.24 -I- 3.81 -I- 1.15 -I- .009 -I- .00 .00 1- PIPE 955.120 414.410 1.253 415.663 45.10 21.77 7.36 423.02 .00 1.97 1.93 2.000 .000 .00 1 .0 -I- JUNCT STR -I- .0482 -I- -I- I- -1- -I- .0409 -I- 4.01 -I- 1.25 -I- 3.71 -I- -I- .009 -I- .00 .00 I- PIPE 1053.200 I I 419.140 I 1.113 420.253 I i i 41.20 I 22.95 8.18 I 428.43 .00 I 1.96 I 1.99 I 2.000 I I .000 .00 I 1 .0 7.781 .0526 .0444 .35 1.11 4.25 1.06 .009 .00 .00 1- PIPE 1060.981 419.550 1.116 420.666 41.20 22.84 8.10 428:77 .00 1.96 1.99 2.000 .000 .00 1 .0 62.407 .0526 .0416 2.59 1.12 4.22 1.06 .009 .00 .00 PIPE 1123.388 422.835 1.161 423.996 41:.20 21.78 7.37 431.36 .00 1.96 1.97 2.000 -I- .000 .00 1 .0 -I- 39.177 -I- .0526 -I- -I- i -I- I -I- -I- .0368 -I- 1.44 -I- 1.16 -I- 3.92 -I- 1.06 .009 -I- .00 .00 1- PIPE 1162.566 I I .424.898 I 1.208 426.106 I I I 41.20 I 20.77 6.70 I 432.80 .00 I 1.96 I 1.96 I 2.000 I I .000 .00 1 .0 27.824 .0526 i .0325 .91 1.21 3.63 1.06 .009 .00 .00 PIPE 1190.390 I I 426.363 I 1.257 427.620 I t 41.20 I I 19.80 6.09 I 433.71 .00 I 1.96 I 1.93 -I- I 2.000 -I- I I .000 -I- .00 I 1 1- .0 -I- 21.017 -I- .0526 -I- -I- -I- -I- -I- .0288 -I- .61 -I- 1.26 -I- 3.36 1.06 .009 .00 .00 PIPE 1211.407 427.469 1.310 428.779 41.120 18.88 5.53 434.31 .00 1.96 1.90 2.000 .000 .00 1 I- .0 16.510 .0526 .0256 .42 1.31 3.11 1.06 .009 .00 .00 PIPE FILE: PHASE4LINEOO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 1 a -. -- - - iProgram Package Serial -Number: 1586 - _ ° _ _WATER SURFACE PROFILE.LISTING ' Date: 5 -14 -2007 Time: 3:44:18 �,. SST DRAIN LINES "OJ" WATER SURFACE PRESSURE GRADIENT „ TRACT'NO.f'31681 =4`TD- DESERT @ CORAL MOUNTAIN, LA QUINTA . �- FILE: PHASE41,INEOQ100.OUT xxxxx: xxxxxxxxxxxx xxxxxxxxxxxxxx+ xxx xxxxxxxxxxxxx �x xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxx Txxxxxxxxxxxxxxxxxxxxxxx xxxxxxxx I Invert 1' Depth I Water I 4 1 Vel Vel I Energy I Super ICriticallFlow PoplHeight /IBase,Wt1 INo Wth w Station 'I Elev I (FT) 'I `Elev I (CFS �)-fl (FPS) 'Head I Grd,El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- -1- - I - " -I- - I - _ -I- L /Elem ICh Slope I. 1 i I I SF Avel HF ISE DpthlFroude NINorm Dp I "N"" I'X -Fa111 ZR IType Ch ' xxxxxxxxxlxxxxxxxxxlxxxxxxxxlxxxxxxxxxlxxxxxrx�xxlxxxxxxxlxx+ xxxxlxi* xxx xxxlxxxxxxxlxxxx+ xxxlxxxxxxxxlxxxxxxxlx xxxxxxlxxxxx Ixxxxxxx. . 1227.917 428.338 1.367 429.705 41:20 18.00• 5.03 434.74 .00 1 .96 1.86 2.000 .000' .00 1 .0 13.295 .0526,•. ,0228 .30 1.37 2.86 1.06 .0.09 .00 .00 PIPE I I ! I I I I I I I I 1241.212 429.038 1.928 930.966 41`.20 17.16 9.57 935.04 .00 1.96 1.81 2.000 .000 .00 1 .0 10.849 .0526 .0204 22 1.43 2.62 1.06 .009 .00 .00 PIPE •1252.062 429.609 1.494 431.103 93.20 .16.36 4.16 "435.26 .00 1.96, 1.74 2.000 .000...00 1 . .0 -I -I- -I- -I- -I- -1- -17 -1- - I - -1- - I - - I -• -I- 1- 8.912 0526 .0183 ' .16 1.49 2.40 1.06 .009 .00 .00 PIPE 1260.974 430.079 •1•.566 431.645 91.20 15.60 3.78 935.92 00 1.96 1.65 2.000 .000 00 1 .0 7,246 0526 0165 12 1.57 2:17 1.06. 009 .00 .00 PIPE • I I I I I I� I. I I` I I I I ' 1268.220 .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 .0171 .0154 1.11 1.65 1.94 1.58 .009 .00 .00 PIPE I I I I. • I I I I I I I I I = 1340.068 431.685 1.695 433.380 41,20 14.51 3.27 436.65 .00 1.96 1.44 2.000 .000 .00 1 .0 75.097 .0171 ` .0145 1.09 1.70 1.82 1.58 .009 .00 .00 PIPE ' 1415.166 432.966 1.800 434.766 91.20 13.83 2.97 437.74 .00 1.96 1.20 2.000 .000 .00 1 -.0 38.334 .0171 .0141 .54 1.80 1.55 1.58 .009 .00. .00 PIPE I I I I 1 I I I I I I I 1453.500• 433.620 1.957 435.577 41.20 13.18 2.70 438.28 .00 1.96 .58 2:000 .000 .00 1 .0 JUNCT STR .0467 1.96 1.00 .013_ 00 .00 PIPE • I I ,I I I - I I I I I I I I ' 1456.500 433.360 •.648 434:408 23.50 26.63 11.02 445.42 .00 1'.72 1.87 2.000 -•.000 ,.00 1 .0 -17 '• -I- -I- -I- -1- -I- -I- -1- -I- -1- -I- -I- I- ( JUNCT STR .0467 { 65 6.64 .013 .00 .00 PIPE 1 �t6 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 r STORM DRAIN -LINE "O" WATER SURFACE PRESSURE GRADIENT TRACT NO. 31681 -4 TD- DESERT @ CORAL MOUNTAIN, LA QUINTA FILE: PHA.SE4LINEOQ100.0UT +++ x+ xxxxxxxx + + ++x +x + +x + + + + + + ++ +x ++x ++ xxx+++++++ xx+ xxxxxxxx +x + +x + +xxxxxxxx + +txx + + ++ +xxx + + +r ++ +xxx + + + + +xxxxx +xx+ +xxx ++xx +xx + + +xx+++ Invert I Depth I Water 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.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 I -SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch x+++ x++ xxlxxxxxxxx+ Ixxx+ xxxxlx+ xxrx +xxl + + + + *xx +x1 + + + + + +x1xx + + + +xl+ xxx+++++ Ixxxxxxxlx+ xx+ xxxl + + + +xx + +I + + +xx +xli + + +xxxl + + + ++ I + + + + +xx 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 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- 1- 87.000 .0431 .0026 .23 5.52 .00 .59 .009 .00 .00 PIPE I I I I I I I I I I I I 1 1543.500 437.510 1.999 439.509 23.50 4.89 .37 439.88 .00 1.28 .00 1.750 .000 .00 2 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- ��J r �: � . LCD •� � 7 � ol re r �: � . LCD •� � 7 � ol r. _. 1. rn CD ria)� co D HC =I 1. ` ;HOUSE FACE f - r-+ C-) -c-) Do n o, i j cc =D - -F- I o OR, F� z H 9 - m° � °°C F 3' cn z D • �s I D� —i o< rn �' � w o m R) 0) 11 LOU LJ X) �` �cn M N HYDRAULIC r CALCULATION OVERFLOW SWALE @ LINE — EASEMENT "I" BETWEEN 10' w LOTS 64 & 65 /L SECTION "2 -2" NTS L= 15 Ft WEIR E0. Q =CLW12 GG 0 l�' 15' DRAINAGE u — EASEMENT a w 5 10' w cn 20010 PE =438.2 437.1 HP ®` �`� (,•`ti' SECTION "2 -2" NTS L= 15 Ft WEIR E0. Q =CLW12 GG 0 l�' i i i i i t HYDRAULIC CALCULATION OVERFLOW SWALE @ LINE "K BETWEEN LOTS 23 24 r " `P /L Fr I 15' DRAINAGE EASEMENT 5' 10' 1 �P/ M4 �l 433.8 FL I W U Q w D 0 _, PE= 434.9 I I SECTION 113 -3" NTS L= 15 Ft 0 78 :.x 87� -- f s WEIR E0. O =CLW12 CL 3 J�_ Z �7 /S " HYDRAULIC CALCULATION.OVERFLOW SWALE @ LINE "L" BETWEEN LOTS 13 & 14 P/L I w cn z PE =435. 4 li SECTION "4 -4" . NTS L= 15 Ft :72-7 C =2.7 1 WEIR EQ. O= CLH3/2 GL �J �T l 5 t Alp, n 434.22 •�� FL Of / I w cn z PE =435. 4 li SECTION "4 -4" . NTS L= 15 Ft :72-7 C =2.7 1 WEIR EQ. O= CLH3/2 GL �J �T l TYPICAL STREET CROSS SECTIONS AND STREET" CAPACITY TABLES A tX1RMTIDA CML ENGINEERINC :SURVEYIK;PIM'?,IIRGARCHITEMRE 109 East 3rd Street Tet (909) 884 -8217 Son Bernord rw. CA 92410 Fos: (909) BB"153 1 sI m m m m m on'm m m m I��G ��CG SEVILLE SEGURA.. MAU.15UN TUNNEL HUAUWAY NTS TI=5.5 , 3" A � 7" C.A.S. R VALOE 0 - 3: 1 MAX 4% MIN. 28' EASEMENT 14' F/L W ° LEVEL P.E. � w � 24 —L INE O SLLOPE VARIES -.16 10% MAX. _,41 3 4% MIN. R/W c� F/L w LEVEL o 0' LINE -,24 w LANDSCAP -- 2 - -- -.16 � -.41 SEVILLE NTS TI =5.5 3" A.C. 7" C.A.B. R- VALUE= 0 R/W R/W U.& D 26 0' P.U..& D LAbLMENT 13' I 13' JTTEW ' F/L F/L - GUTTER w °. -.22 LEVEL 0' w �% LINE LEVEL _ 22 0 1 LINE 2% w Z w z LANDSC PING SLOPE 3: 1 MAX VARIES 4% MIN. 10% MAX. -.14 3 3 -•14 4% MIN. _.3g JA�EN -.39 NTS TI =5.5 0 3" A.C. 7" C. A.•B. R- VALUE= 0 R/W R/W 0' P.U.6 0 26' 0' tAbtMtNi C. 13' 1 13' w _ Z F/L w .. J LEVEL `D Z LANDSCAPING u +.26' LINE - .22 1 2% 22 w u P.E. - - - -. -- - 4X1MIN. SLOPE 2 3 - 14 VARIES 10% MAX. -.39 4% MIN. GAZA ENTRANCE AND EXIT. JAEN (END) EGURA TURNAROUND NTS TI =5.5 3" A.C. 7" C.A.B. R- VALUE= 0 D/W SLOPE VARIES 10% MAX. 4% MIN. d R/W J U H R/W 26' to 13' 1 13' _ F/L w - UL 26 LEVEL o LINE s°oFE VARIES a .40 0 MIN. N -.65 SEGURA.NORTHWEST AND NORTHEAST, B'AZA`END NTS .TI =5.5 ; 3" A.C. 7" C.A.B. R- VALUE= �O R/W R/W 'El 1 8 1 14 GOLF CART w PATH z w z PEDESTRIAN WALKWAY LEVEL-, 2% LINE 2% . 2%- - - - -- - - - - :2X - -° ..... ................. 21 MADISON TUNNEL ROADWAY STA.-9+26.07 TO 10+76.86 .NTS - TI=5.5 X. / 7" C.A.B. R2" A V ALUE= 30 R/W AbtMtNi w F/L cm w SLOPE 10%RMAX. 24' 4Z MIN. — 18' 36' 2% 1 o 2S BAZA. SEGURA DOUBLE L AD.ROAD NTS TI -5.5 ; 3° A.C.: 3 7'-C.A.B. R- VALUE 0 R/W 18' F/L WV—UUTTEH z LEVEL — 32 w P.E. LINE � _ _ / SLOPE _ VARIES 3 —.49 24 A' MIN P.E. SDL�PE VARIES 10% MAX. 4% MIN. �•y R/W 13' w z rr J R/W 26' 13' LEVEL F/L z - LINE 0, 2% -.22 w , LANDSC PING 3: 1 I 3 -.39 SEVILLE TURNAROUND #1; #2, #3 NTS TI =5.5 ; 3" A.Z. 7" C.A.B. R- VALUE= �O nA I p)7c. A [ape tnu-4 rq ✓ ' r Vurblope = .02 Cv (Cross Slope = .02 Half Street - W -dt-h- 38-138- . R = 0 Gutter Width = 2 Curb Hike Batter = .17 Curb Depth = .67 N (Road) = .015 N (- Par "kway) = .01 S1 f Gutter = 08 Slope of Curb Face = .253731 ope o . ��I HT. of Crown above Gutter F.L = .8766 Road . Depth Area Flooding .1 .637687E -01 1.27537 .11 .771601E -01 1.40291 .12 .918269E -01 1.53045 .13 .107769 1.65799 .14 .124987 1.78552 .15 .143479 1.91306 .16 .163248 2.0406 .17 .186166 2.543130' .18 .21411 3.045 7 .19 24708 3.5 821 .2 85075 5075 .21 .328095 .22 .37614 .05582 .23 .429211 5 836 .24 .487307 6.09 .25 .550429 6.5634+3 .26 .618576 7.06597 .27 .691749 7.56851 .28 d .769946 8.07:104 .29 .853169 8.5-i 8 .3 .941418 9.07612 .,31 1.034'.9 9.578.56 .32 1.1329, 10.0612 .33 e�p 1.23632 10.5837 .34 1.3446 11.0863 .35 1.4580 11.5888 .36 1.57644 12.0913 .37 1.69987 12.5939 .38 1.82832 13.0964 .39 1.9618 13.599 4 - - -- - 2..1003 14.1015 . 1 2.24383 14.604 .42 2.39238 15.1066 .43 2.54596 15.60.91 .44 2.70456 16.1116 .45 2.86319 66 .46 3 03-584 17.1167 .47 3.21052 17.6193 .48 3.38923 18.1218 .49 3.57296 18.6243 .5 3.76172 19.1269 .51 3.9555 19.6294 .52 4.1543 20.1319 .53 4.35814 20.6345 .54 4.56699 21.137 .55 4.78088 21.6396 .56 4.99979 22.1421 .57 5.22372 22.6446 ..58 5.45268 23.1472 .59 5.68666 23.6497 Pkway Flooding (one side) 0 0 �� x'06349 0 1.34123 1.66036 �0 2.02315 ,0 2,.43181 0 2 \.8885 pIj � G' �3� 12.347 3.51094 0 4.03779 �j 0 4.70207 0 5.507 0 6.45839 0 7.56342 0 8.82995 0 3.0. 2-662 0 11.8805 0 13.6814 0 15.6771 0 17.87.61 0 20.2864 0 22.9163 0 25.7738 0 28.8666 0 32.2028 0 35.7$98 0 � 39 -.6353 0 43.746.9 0 048.13157 0`�� 52.797x 0 A,( 57,.7507 0 62.999 0 68.5494 0 � 74.4087 Os-4-ye- 0 215.582 rj µ5 s JI` 0 8 80.5839 0 _ _8�, 081_6 0 9 93:9087 0 � � 1 101.072 0 1 108.578 0 1 116.433 0 1 124.643 0 1 133.216 0 1 142.157 0 1 151.472 0 1 161.169 0 1 171.253 0 1 181.73 0 1 192.607 0 2 203.889 rj µ5 s JI` .6 5.92567 .61 6.16971 .62 -- - 6.41877 .63 6.67285 .64 6.93196 .65 7.1961 .66 7.46526 .67 7.73945 F L -O W E X C E E D S .68 8.01695 .69 8.29945 .7 8.58695 .71 8.87945 .72 9.17695 .73 9.47945 .74 9.78695 .7.5 10.0995 .76 10.417 .77 10.7395 .78 11.067 .79 11.3995 .8 11.737 .81 12.0795 .82 1.2.427 .83 12 .779.5 .84 13.137 .85 13.4995 .86 13.867 .87 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 30.17 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 Lwy Slope = .02 Cross Slope = .02 Half Street Width = 43 Half R/W Width = 55 Gutter Width = 2 Curb Hike = .16 urb Batter = .17 Curb Depth = .67 N (Road) _ .015 N (Parkway) _ .017 I Slope of Curb Face = .253731 T. of-Crown above Gutter F.L = .9766 Area .637687E -01 ..771601E -01 .918269E -01 .107769 .124987 .143479 .163248 .186166 .21411 .24708 .285075 .328095 .37614 .429211 .487307 .550429 .618576 .691749 ..769946 .853169 .941418 1.03469 1.13299 1.23632 1.34467 1.45804 1.57644 1.69987 1.8.2.832 1.9618 2.1003 2.24383 2.39238 2.54596 2.70456 2.86819 3.03684 3.21052 3.38923 3.57296 3.76172 3.9555 4.1543 4.35814 4.56699 4.78088 4.99979 5.22372 5.45268 5.68666 Road Flooding 1.27537 1.40291 1..53045 1.65799 1.78552 1.91306 2.0406 2.54313 3.04567 3.54821 4.05075 4.55328 5. 05582 5.55836 6.0609 6.56343 7.06597 7.56851 8.07104 8.57358 9.0761.2 9.57866 10.0812 10.5837 11.0863 11.5888 12.0913 12.5939 13.0964 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 Slope of Gutter = 08 Pkway Flooding Q C, (one side, - 0 .824807 0 1.06349 0 1..34123 0 1.66036 0 2.02315 0 2.43181 0 2.8885 01-40 - 0 3.12347 3.51094 4.03779 4.70207 0 5.507 0 6.45839 0 7.56342 0 8.82995 0 10.2662 0 11.8805 n 0 13..6814 0 15.6771 0 17.8761 ,� \ 0 20.2864 ° ) 0 22.9163 0 25.7738 0 28.8666 0 32.2028 0 35.7898 0 39.6.353 0 43.7469 0 48.131.7 0 52.7973 0 57.7507 0 62.999 0 68.5494 0 74.4087 0 80.5839 0 87.0816 0 93.9087 0 101.072 0 108..578 0 116.433 0 124.643 0 133.216 0 142.157 0 151.472 0 161.169 0 171.253 0 181.73 0 192.607 � .�� Eel 0 203.889 �-c,� .� 0 215.582 ' .6 5.92567 24.1522 0 227.693 .61 6.16971 24.6548 0 240.228 .62 .63 .6.41877 6.67285 25.1573 25.6599 0 0 253.191 266.59 .64 6.93196 26.1624 0l 280.43 .65 7.1961 26.6649 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 '.7 .69 8.29945 8.586.95 28.67 29.17 1 1.5 356.404 373.049 .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 10.417 _ 32.17 4.5 484.858 '.76 .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 12.7795 35.67 8 644.441 '.83 .84 13.137 36.17 8.5 670.06 .85 13.4995 36.67 9 696.424 '.86 . -87 13.867 14.2395 37.17 37.6.7 .9.5 10 723.544 751.433 .88 14.617 38.17 10.5 780.104 .89 14.9995 38.67 1'1 809.568 .9 15.387 39.17 11.5 839.837 .91 15.7795 39.67 12 870.923 _ ,,, CIVILCADD /CIVILDESIGN Engineering Software, (c) 2004 Version 7.0 -------------------------------------------------------------------- BAZA AND SEGURA�`STREET'CA_PACITY- 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 -------------------------------------------------------------------- -- - - - -- ** ,Irre,gular Channel Analysis * * *. Upstream (headworks) Elevation = 100.000(Ft.) Downstream (outlet) Elevation = 99.400(Ft.) Runoff /Flow Distance = 100.000(Ft.) 'Maxi`mu"m depth (HGL) -of -.,flow - -a -t- 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) ' area = 8.210(Sq.Ft) ' 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.) ' I wetted perimeter = 28.056(Ft.) velocity= 3.382(Ft/s) area = 8.210(Sq.Ft) ' Froude number = 1.101 Upstream point elevation = 100.000(Ft.) Downstream point elevation = 99.400(Ft.) Flow lengah- 100.. 000- (Ft_.,)_, Depth -of - flow = -, _ 0-'650-(Ft. Average,velocity'" -- "3.382 "(Ft /s) _,- - Total-irregular - channel - flow = � 55-:537- (EFS")� 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) +++++++++++++++++++++++++++++++++ t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ /, `, -6t! _�S W �y R/W 36' 10, P.U.& 18 ' AN EA5F_MF_NT to JEA �mENT, ,44 2% 2% .17 4 P. E. — — — — — — — --- — SD L PE F VARIES 10% MAX. 4% M % MIN. BAZA. SEGURA DOUBLE . LOAD ROAD 'NTS TI=5.5 Aol:� � 0 I" C. A.B. R2" VAL E R/W 10, P.U.S.d F:A5F:MF:NT- 0 0 0. P.E. -eD/W el _ CILOP , E VARIES 10% MAX. 4% MIN. _�S W �y R/W 36' 10, P.U.& 18 ' AN EA5F_MF_NT to JEA �mENT, ,44 2% 2% .17 4 P. E. — — — — — — — --- — SD L PE F VARIES 10% MAX. 4% M % MIN. BAZA. SEGURA DOUBLE . LOAD ROAD 'NTS TI=5.5 Aol:� � 0 I" C. A.B. R2" VAL E CIVILCADD /CIVILDESIGN Engineering Software, (c) 2004 Version 7.0 -------------------------7----------------------------------- 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 -------- -- ---- --------------------------------------- IProgram 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.) ' 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 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) (X ' 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, D SLOPE VARIES 10% MAX. 4% MIN. R/W 13 11 r- n 1 28 14' T 14' 2% 2% R/W LANDSCAPRN �.3Abl� 4 � gj�Al &4 3: 1 MA � 4% MIN R/W 14' D 0' 7hv R/W 28' Iin. 4' �ry SEVILLE° SEGURA. .MADISON.TUNNEL ROADWAY NTS LANDS Di 3: 1 MAX 4% MIN. 1 I' � -- CIVILCADD /CIVILDESIGN Engineering Software, (c) 2004 Version 7.0 - -- ��-------------------------------------- - - - - -- 26-FEET TILT_ SEC TION- _CAPAC- ITY-------- --�- -- 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. -)- -- --_i 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 L_Lt AZA_ 3 24.00 0.17 9 25.00 0.00 5 26.00 0.25 6 36.00 0.65 Manning's 'N' friction factor = 0.017 ----------------------------------------------------------------- Sub- Channel flow = 23.490(CFS) �. flow top width = 36.000(Ft.) V1 ' wetted perimeter = 36.058(Ft.) �. 4 ' velocity= 2.654(Ft/s) ' area = 8.850(Sq.Ft) •, p`1 ' 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 = 0.637(Ft.) ' Critical flow top width = 35.004(Ft.) ' Critical flow velocity= 2.804(Ft /s) ' Critical flow area = 8.378(Sq.Ft) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ----------------------------------------------------------- - - - - -- `iN \� Y� R/W R/W 26' 10 WANT �qo 13' 13' 4 A) P.E. D o I 2% 2% L NDSC PING SDOPE — ~ VARIES 3: 1 MAX -- - - - - -- — 10% MAX. 4% MIN. 4% MIN. SEVILLE TURNAROUND #1., #20 #3 NTS R/W R/W 26' 13' 13' P.E. 10 ti� �,,�[@4-- �D, ,gyp 2X 2% l 7 P. E. SLOPE - - SLOPE VARIES VARIES 10% MAX. 4% MIN. ��OV 10% MAX. SEGURA.KORTHWEST AND NORTHEAST, GAZA END �°,;`� NTS R/W 0' P.U.& D 13' 26' t 13' R/W I. - 407 BAZA ENTRANCE AND: EXIT, JAEN (END)' SEGUR-A TURNAROUND Ni, NTS D� SLLOPE VARIES 10% MAX. 4% MIN. 1 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 t CAPACITY @ 0.60 % MINIMUM ------------------------- FILE------- -- ---- ---------------------------------- ' 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 Manring'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) `J � 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) ----------------------------------------------------------------- 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) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ R/W R/W 12' 28' 8' k 14' 14'. GO PATH RT GJ� PEDESTRIAN (WALKWAY —2% -- 296- - - - - -- ---- - - -2%- - n. d' MADISON.TUNNEL ROADWAY S STA. 9 +26.07TO 10 +76.86 NTS fi�' 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.) 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) ' 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) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 0; SLOPE - VARIES 10% MAX. 4% MIN. 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