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Home My WebLink AboutParcel Map 30797 Drainage Report I I I I I I I I I I I I I I I I I I I '" '. DRAmAGEREPORTSUPPLEMENT For revised channel at downstream end HYDROLOGY and HYDRAULICS STUDY of STORM DRAIN THROUGH RANCHO COMMUNITY CHURCH CAMPUS and BRIDGEPORT DEVELOPMENT to HWY 79 SOUTH & JEDEDIAH SMITH ROAD In the City of Temecula, California by Jack P. Norris in association with Temecula Engineering Consultants, Inc. Date: February 16, 2005 {(':~~,,~ '- ,,',' -/~ . " (j'l. " " "" j .......' " ,~ ,;.., ," Nl.Iy'" ,:',. Ill" .~~^ r'c"~>\\:\\ . ~- ,.""...... I'~ . .1:.1 / -../;1 ~~',R ,,~;::,~3/~,Ol-,O';;7k; ," fl' -,' . ''''r -- -' -, .~~.~. 1'-.1.....:..' ",.-" , ~ --lack P. Norris, RCE Consulcing Civil Engineer 4001 9 Via Graziana, Murrieta, CA 92562 Pr,one (909) 894-6286 -." ...... 3!J?q7 \ I I I I I I I I I I I I I I I I I I I PURPOSE This report accompanies revised storm drain plans by TEC dated January 2005. The proposed open channel through Lot 47, Tr 3752, the "Santoro" lot, has been revised. The purpose of this supplement is to update the hydrology and hydraulics. REFERENCE The Drainage Report, Hydrology and Hydraulics Study of Storm Drain Through Rancho Community Church Campus and Bridgeport Development To Hwy 79 South & Jedediah Smith Road dated July 23, 2004 by Norris, "the main report." DESCRIPTION OF THE WATERSHED It was found that in the main report, 0.75 acre of the Santoro lot was tabled into both the main channel and the Line A channel. Therefore that area was deleted from the Line A hydrology in the present study. METHODOLOGY The hydrology analysis was performed based on the Rational Method of the current 1978 RCFCD Hydrology Manual, using Civildesign Rational Hydrology software, version 3.2. It was also run using the RMH computer program, version 7.0d, developed by the writer. Both are included in this report. The agreement is very close (Civildesign ranged from -0.5% to +1.2% ofRMH Qs,) Hydraulics analysis was performed using L. A. County's WSPG ver. 4.0 distributed by Civildesign. The main channel hydraulics was run at its Te, i.e., with its peak Q and adjusted Q in Line A. The resulting water surface, without reduction for offset peak times, was taken as control for Line A, and Line A was run at its peak Q, a conservative approach. The effect of the baffle at 13+50, which consists of three 16" wide by 16" high blocks, was simulated by modeling it as three I-ft, wide bridge piers. RESULTS Peak flows: Stream Area, acres T e, minutes Q 100, cfs Comment Main stream area 346.6 27.8 595.0 Unchanged RCC / Santoro pipe 139.4 20.3 312.8 Revised. Q in Line A pipe. Conflueneed-. , 486.0 27.8 857.9 Revised, Sets control WSE for pipe. CONCLUSIONS Maximum velocity in the earth channel is 6.0 fps except for the last (most downstream) 35:!: feet where it increases to 7.6, still below the Caltrans threshold for riprap of9 fps. It is recognized that any erosion could not degrade the tributary channel bed below the level of the existing riprap in the main channel. Therefore no riprap is proposed in this last 35' section. The minimum freeboard is I foot; however that requires a fill at the top of the south slope of up to 0.3 foot deep, 30 feet long from 12+05 to 12+35. Drainage Report Supplement, RC Church February 16, 2005 Page 2 of3 z.. I I I I I I I I I I I I I I I I I I I APPENDIX Hydrology printouts: 100-yr, proposed development, Line A (CiviID/RMH) 100-yr, overall area, main channel (CiviID/RMH) Hydraulics printouts and hand calculation: Main channel (peak) Line A (peak) Drainage map: Onsite proposed condition map, west end (1 sheet) Drainage Report Supplement, RC Church February 16, 2005 Page 3 of3 ~ I , RMH RC ver 7,Od Jan, 2005 RATIONAL METHOD HYDROLOGY Riverside County 1 (ClCopyright 1992-2004 Jack p, Norris, Tel 951-894-6296, Fax 894-6297 SIN 0 Jack P. Norris, RCE, 40019 Via Graziana, Murrieta CA 92562 951-894-6296 File TEC\RCC\RCC-14,DAT 66 records Edited 02-11-2005 15:40 Run 02-14-2005 IBY JPN Work code 8 Job# RCC +-----------------------------------------------------------------------------+ Rancho Community Church / Bridgeport site, Hwy 79S, Temecula Proposed ultimate condition Revised channel thru Santoro lot (L. / f/E A) Ala. I +-----------------------------------------------------------------------------+ Ischematic diagram. Legend: Node number/ . Link text: record number + process name Streams: 2 3 4 5 6 7 8 1101 201 Unit 4Init 102 202 I 2Chan 5Chan 103 203 3Stre 6Stre 104 <----' 1 8Stre 105 9Stre 11i~c~~~- <___nn' 112 <--- <------ <-------' I 21Pipe 112,5 22Pipe 113 I 24Pipe 114 26Pipe 1115 28Pipe 116 <--- <------ <------ <-------' I 45Pipe 117 47Pipe 118 I 49Pipe 118,5 50Pipe 1119 51Pipe 120 I 53Pipe 120,5 54Pipe 121 <--- <------ <------ <------ <------ <------ <-------' I 61Chan 121. 5 62Chan 1122 63Chan 123 64Chan 1124 301 11Init 302 12Chan 303 13Stre 504 17Init 505 18Stre 506 19Chan 601 29Init 602 30Stre 603 31Stre 604 32Stre 703 <----' 36Pipe 704 37Pipe 715 <--- <-------' 42Pipe 716 43Pipe 701 33Init 702 34Pipe 711 38Init 712 39Stre 714 40Stre 801 56Init 802 58Stre 803 59Vall " 1 65Chan 1190,1 66Chan 191.1 I I I 1 I I I 1 I 1 I I 1 I I I I All ? c;(+iJTO~O At5hCf! OfJ ~h,)E A -s- 1-+-----------------------------------------------------------:-------- AI... -------------------------------------------------------- +- : : Rancho Community Church I Bridgeport, Hwy 79S, Temecula I:, : Ultimate : JPN : : 2-14-04 revised channel {k r'u $'0"", \Df{ , II! i--~;;j;~~~---;~~;;~;;:--------------------------------------------------~;~;----------~;;~:;;~;~-;~~------------------------i ,: Study Date: 2/1517 Moisture Condition(AMC): 2 Checked By: : : : 100,0 Year Storm 1 hour rainfall = 1.30 (In.) Intensity Slope = 0.550: I:,' :u;uuuuuuuuuuuuuu RAT [ 0 N A L H Y 0 R 0 LOG Y - R [ V E R SID E CO ;uu;uu;uu;uu;uuu;: :Station/: Soil Type :Oevel.: Area: I : C :L Elev: 0 0 :Slope:Section: V L: T : Tc : Hydraulics : : :Point No.: A,B,C,O :Type ;(Acres):in/h: : :(sub):Total :v/hz : :Fps: ft.:min.: min,: or notes : I:, :---------~----------------:------:-------:----:------:------:-----:------l-----:-------:----:----:----:-----:---------------: l---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----:-~--:-----l---------------: :: 101.00:----------------:------:-------:----:------:------:-----: :0.240: :: 210: 5.6:-----:INITIAL SUBAREA: ': 102,00: O-lOO%:User: Q.6:4.79:0,832O:1158.0: 2.5:mm:mn:mm_:_m:_m:m_: 5.6:mm-ooo_____: II : 103,00: Natural Channel travel time + subarea flow addition :------:-----:-------:----:----:----:-----:---------------: :---------:----------------:------:-------:----:------:------:-----: 2.SS:0.122:Nat Ch : 8.0: 320: 0.7:-----: qavg= 6.93 : : 103.00: O-lOO%:User: 2.2:4,50:0.8280:1119,0: 8,2:------:-----:----:--:----:----:----: 6,3:---------------: :---------:----------------:------:-------:----:------:------:-----: 10.7S:0,10S:Street : 7.5: 400: 0.9:-----: qavg= 13.06 : : 20.0 wide street : : :: : : : : : :::: dn=0.2 Flow hw= 9.7: , : flow to pt.l ::::::: Wdth Ctr-Brk= 5.0: Ix-fall' 0,0200 Ox-fall= 0.0200 : 1::1: 104.00: B-100l:User: 1.2:4.19:0.7380:1077.0: 3.8:------:-----:-------:----:----:----: 7.2:---------------: :---------;;;;;;;;;;;;;;;;;;;;;;;;; CONFLUENCE OF MAIN STREAMS ;;;;;;;;;;;;;;;;;;;;;;;;;;----:----:----:-----:---------------: 1 I I' I' . I 1 1 1 1 1 1 1 1 I 1 1---------1----------------1------,-------1----'------,------.-----1------1-----1-------1----1----1----1-----,---------------1 1:',1: 104.00: :: 4.1:4.19: : : 14.5: :': :::: 7.2:Stream Summary: 1 I 1. I' . 1 1 1 1 1 1 1 1 I . I---------I----------------j------I-------I----I------,------.-----I------I-----l-------I----I----I----J-----,---------------, 1: 201.00:----------------:------:-------:----:------:------:-----: :0.260: :: 300: 6.4:-----:INITIAL SUBAREA: : 202.00: D-100l:User: 1.8:4.47:0.8270:1123.0: 6.8:------:-----:-------:----:----:----: 6.4:---------------: : 203.00: Natural Channel travel time + subarea flow addition :------:-----:-------:----:----:----:-----:---------------: :---------:----------------:------:-------:----:------:------:-----: 6.80:0.08S:Nat Ch : 7.9: 520: 1.1:-----: qavg= 13.92 : : 203.00: 8-100%:User: 3.9:4.09:0.7360:1079.0: 11 .6:------:-----:-------:----:----:----: 7.5:---------------: I :---------:----------------:------:-------:----:------:------l-----: 18.42:0.020:Street : 4.8: 100: 0.3:-----: qavg= 19.58 : : 44.0 wide street : : :: : : : : : :::: dn=0.4 Flow hw=20.3: I : flow to pU ::::::: Wdth Ctr-Brk= 21.0: Ix-fall= 0.0200 Ox-fall= 0.0200 : :: 104,00: B-I00%:User: 0.7:3.99:0.7320:1077..0: 2.1:------:-----:-------:----:----:----: 7.8:---------------: I:: :---------.;.;;;;;;;;;;;;;;;;;;;;;; CONFLUENCE OF MAIN STREAMS ;;;;;;;;;;;;;;;;;;;;;;;;;;----:----:----:-----:---------------: .. 1 1 1 I 1 1 1 1 . . 1 1 1 1 1 1---------1----------------1------1-------1----1------1------1-----.------1-----'-------1----.----1----'-----1---------------. , : Confluence TCII= 7,2 TCI2= 7.8 TCI3= 0.0 TCI4= 0,0 TCI5= 0,0: : : : Largest : : Analysis 011' 14.52 012= 20.52 013= 20.52 014= 0,00 015= 0.00 Area' 10.48: Confluence : : III = 4,19 112= 3.99 113= 0.00 114= 0.00 1l5= 0,00: : 0= 34.37 : : 104.00: AR1= 4.1 AR2= 6,4 AR3= 0.0 AR4= 0.0 AR5= 0.0: : : :: a1 = 0.0 a2 = 34.4 a3 = 0.0 a4 = 0.0 as = 0 .0: 1 I: : 11 1 1 1 1 I 1 1 1 1 1 . 1 1 1 1 1 1 :~~~~~~~~~:~=~~==~===~=~~~~i=~=~~=i~~~~~==i~=~=:~~==~~:~~~~~~]~~==~i-;~~;;i~~~;~:;~;~~~-:-~~;:--;~;-~~;i~====:-~~~~:-;;~~;---: : : 44.0 wide street : : :: : : : : : :::: dn=0.5 Flow hw=22.0: I:, : flow to pU ::::::: Wdth Ctr-Brk= 21.0: Ix-fall' 0,0200 Ox-fall= 0.0200 : : 105.00: 8-100%:User: 3.1:3.93:0.7300:1075.9: 9.0:------:-----:-------:----:----:----: 8.0:---------------: 1 1 . 1 1 I I 1 1 I 1 1 1 1 1 I 1 I---------l----------------I------I-------I----.--~---.------'-----1------.-----1-------1----1----1----1-----,---------------1 , , II~+~~~~~~~~~~~~~~~~~~~~~~~~~:~~~~~~~~~~~:~~~~~~~~~~~~!~~~~~~~~~~~~~~~~~;~~~~::~~~~~~::~~:~~~~~~:~~:~~~~:~:~~~~~~:~~~~~~:~~~~~~~~i +- 1 1 I I I I " I A3 -t-----------------------------------------------------------:-------- -------------------------------------------------------- t- I Rancho Community Church 1 Bridgeport, Hwy 795, lemecula Ultimate JPN 2-14-04 revised channel , --------------------------------._------------------------------------------------------------------------------------------: Project: rccl4.rrv Page 2 Calculated By: : Study Oate: 2/1517 Moisture Condition(AMC): 2 Checked By: : 100,0 Year Storm 1 hour rainfall' 1.30 (In,) Intensity Slope' 0,550: ******************************* RAT ION A L H Y 0 R 0 LOG Y R I V E R 5 I 0 E C 0 ****************************: ,Station/: Soil Type : o eve 1. : Area: I C:L Elev: 0 0 :Slope:Section: V L: I : Ic : Hydraulics : :Point No.: A,8,C,O :Type :(Acres):in/h: : :(sub):Total :v/hz : :Fps: ft.:min.: min.: or notes : I I I I I' I I I I I t I I 1 I I ,---------1----------------1------1-------1----'------.------1-----1------1-----1-------1----'----,----,-----1---------------1 :---------:----------------:------:-------:----:------:------)-----: 43.3S:0.026:Street : 7.0: 800: 1.9:-----: qavg= 55.67 : : 44.0 wide street : l :: : : : : : :::: dn=O.6 Flow hw=22.0: : flow to pU ::::::: Wdth Ctr-Brk' 21.0: lx-fall' 0,0200 Ox-fall' 0,0200 : : 111.00: B-l00~:User: 7.7:3,50:0,7080:1055,5: 19.1:------:-----:-------:----:----:----: 9.9:---------------: : 111.00: D-100%:User: 6.?:3.50:0.8086: 0.0: 18.9:------:-----:-------:----:----:----i 9.9:---------------: :---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----:----l-----:---------------: : 111.00: :: 28.0:3.50: : : 81.4: : : :::: 9.9:Stream Summary: 1 1 1 1 j 1 1 1 I 1 I I I t 1 1 1 1---------,----------------,------1-------1----1------I------I-----I------I-----j-------I----I----'----I-----,---------------, : 301.00:----------------:------:-------:----:------:------:-----: :0.085: :: 620:10.6:-----:INITIAL SUBAREA: : 302.00: 8-100%:User: 1.4:3.37:0.7078:1068.0: 3.2:------:-----:-------:----:____:____: 10.6:---------------: : 303,00: Natural Channel travel time t subarea flow addition :------:-----:-------:----:----:----:-----:---------------: , :---------:----------------:------:-------:----:------:------:-----: 3.22:0.035:Nat ch : 3.8: 230: 1.0:-----: qavg= 4.32 : : 303.00: 8-100%:User: 0.9:3.20:0.7004:1060.0: 2.1:------:-----:-------:----:----:----: 11.6:---------------: :---------:----------------:------:-------:----:------:------:-----: 5.28:0.008:Street: 3.1: 540: 2.9:-----: qavg= 13.22 : : 44.0 wide street : : :: : : : : : :::: dn=0.5 Flow hw=22.0: : flow to pU ::::::: Wdth Clr-Brk' 21.0: Ix-fall' 0.0200 Ox-fall' 0,0200 : : 111,00: B-l00~:User: 6.B:2.84:0.6816:10S5.5: 13.2:------:-----:-------:----:----:----: 14,5:----------~----: I' 1 1 1 j I 1 1 1 1 1 1 1 1 1 1 1---------,----------------1------1-------1----.------.------'-----1------'-----1-------1----1----1----1-----1---------------1 : Confluence ICI1' 9,9 ICI2' 14.5 ICIJ' 0.0 lel4' 0,0 ICI5' 0.0: : : : Largest : : Analysis 0#1' 81.42 012' 18.47 013' 0.00 014' 0,00 015' 0.00 Area' 37.13: Confluence : : Ill' 3.50 112' 2.84 113' 0,00 114' 0.00 115' 0.00: : 0' 94.06 : : 111.00: AR1' 2B.0 AR2' 9.1 AR3' 0.0 AR4' 0,0 ARS' 0.0: : : :: 01 = 94.1 02 = 0.0 03 = 0,0 04 = 0.0 05 = 0,0: 1 I: : I 1 1 1 1 1 I 1 1 , 1 1 1 1 , 1 1 1---------1----------------1------,-------1----1------1------1-----1------1-----1-------1----1----1----1-----1---------------1 : 111.00: C-I00%:User: 0,6:3,50:0,7815: 0,0: 1.7:------:-----:-------:----:----:----: 9.9:------n_------: : 112,00: Improved channel travel time : 95.78:0,01S:b' 3,0: 7,2: 420: I.O:-----:n' 0,03 dn' 2,2: :: : l : : : ::: :10,9:LZ=1.5RZ=1.5: : 112.00: C-100%:User: 4.6:3.32:0,7762: 0.0: 11.8:------:-----:-------:----:----:----: 10.9:---------------: t 1 I' 1 I , I 1 1 1 1 1 I I 1 _I 1---------,----------------,------,-------1----'------,------'-----1------'-----1-------1----1----'----.-----1-------------- 1 : 112.00: :: 42.3:3.32: : :107.6: : : :::: 10.9:Stream Summary: 1 1 , 1 1 1 1 1 1 1 I 1 I 1 I 1 1 1---------.----------------,------,-------1----1------,------.-----I------I-----'-------I----t----'----I-w---1---------------, , : 504,00:----------------:------:-------:----:------:------:-----: :0.012: :: 700:16.5:-----:INITIAL SUBAREA: :: 505.00: C-100~:User: 4.6:2.65:0.7505:1054.5: 9,1[------:-----:-------:----:----:----: 16.5:---------------: I:, \---------l---~-------~~-~-~------:-------\----\------:------\-----[------\-----\-------\----\----\----\-----\--------------~: I---------I----------------.------.w------,----,------.------'-----I------I-----'-------I----t----'----I-----,-------------- , : :______________________________________________________________________w_________.___________________________________________: I: : Version 3.2 Copyright (c) CIVILCADD/CIVILDE5IGN, 1992 : -t-------------------------------------------------------------------- -------------------------------------------------------- t- I I I , Ii , , , Ii , , , I: , , , Ii , , , Ii , , , Ii , , , Ii , I I I I I 1 I -1-----------------------------------------------------------:-------- -----------------------------------------------------___ I- I A4- , , , , , , , , , Ii , , Ii , , , Ii , , , Ii , , , Ii , , Ii , , , Ii I I I I I I I I B I . . -t------------------~---.--~------------------------------------------ -----------.---------------------------------------.---- t- I Af) , , , , , , , , ---_________________________________________________________________________________________________________----------______1 , Project: rccl4,rrv Page 4 Calculated 8y: : Study Date: 2/1517 Moisture Condition(AMC): 2 Checked 8y: : 100.0 Year Storm 1 hour rainfall' 1.30 (In,) Intensity Slope' 0.550: ,******************************* RAT ION A L H Y D R 0 LOG Y - R I V E R SID E C 0 ****************************: :Station/: Soil Type :Oevel.: Area: I : C :L Elev: 0 0 :S]ope:Section: V L: T : Tc : Hydraulics : :Point No.: A,B,C,D :Type :(AcresJ:in/h: : :(sub):Total :v/hz : :Fps: ft.:min,: min,: or notes : :---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----]----:----:-----:---------------: :---------:----------------:------:-------:~---]------]------:~----: 0.38:0.013:Street: 2.7: 450: 2.8:-----: qavg= 4.89 : : 48.0 wide street : : :: : : ] : : :::: dn=0.3 Flow hw=11.2: : flow to pU ::::::: Wdth Ctr-Brk' 12.0: Ix-fall' 0.0200 Ox-fall' 0.0200 : : 603.00: C-IOOl: Comm: 2,3:3.57:0.8871: 49.1: 7.4:------:-----:-------:----:----:----: 9,6:---------------: :---------:----------------:------:-------:----:------:------:-----: 7 .79:0~007:Street : 2.3: 275: 2.0:-----: qavg= 8.19 : : 48.0 wide street :-: :: : : : : : :::: dn=0.3 Flow hw=13.2: : flow to pU ::::::: Wdth Ctr-Brk' 12.0: Ix-fall' 0.0200 Ox-fall' 0,0200 : : 604.00: C-100%: Comrn: 0.3:3.22:0.8859: 47.3: 0.7]------:-----:-------:----:----:----: 11.6:---------------: :---------:----------------:------:---~---:----:------:------:-----: 8.S1:0.00S:Street: 2.6: 550: 3.5:-----: qavg= 9.61 : : 44.0 wide street : : :] : : : : : :::: dn=O.S Flow hw=19.4: 1 : flow to pU ::::::: Wdth Ctr-Brk' 12,0: Ix-fall' 0.0200 Ox-fall' 0.0200 :: ] 703.00: C-100~: Corom: 0.7:2.78:0.8841: 44.6: 1.7:------:-----:-------:----:----:----: 15.0:------.--------: : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 1------.--1----------------,------1-------1----1------,------1-----1------1-----1-------1----1----1----1-----1---------------1 1 : 703.00: ]: 3.4:2.78: : : 10.2: : : :::: 15.0:Stream Summary: : 1 1 1 1 lit I 1 1 1 1 I 1 1 1 II ,---------1----------------,------1-------1----,------1------'-----1------1-----1-------1----1----1----1-----1---------------1 1 : 701.00:----------------:------:-------:----:------:------:-----: :0.012: :: 400: 8.0]-----]INITIAL SUBAREA: : : 702.00: C-I00~: COlllm: 2.8:3.94:0.8881: 45.1: 9.8:------:-----:-------]----:----]----: 8.0:---------------: : lNo. Pipes = 1 Pipe flow travel time 'N' = 0.013 ------:-----: 9.8:0.010ld= 18: 6.7: 255: 0.6: 8.6:hgl= 1.2(Ft.): : : 703.00: C-I00%: Comm: 1.1:3.77:0.8877: 0.0: 3.9:______:_____:_______:____:----:----: 8.6:---------------] : 1 1 1 1 I 1 1 1 1 1 I 1 1 1 I I 1 I 1---------1----.-----------1------1-------.----,------,------I-----'------.-----I-------I~---I-~--I----I-----,---------------1 . : Confluence TCll' 15.0 TCI2' 8,6 TCI3' 0,0 TCI4' 0.0 TCI5' 0,0: : : : Largest :: : Analysis 011' to ,23 012' 13.68 013' 0,00 014' 0.00 015' 0.00 Area' 7,3S: Confluence : : : 111' 2.78 112' 3.77 113' 0,00 114' 0,00 lIS' 0,00: : 0' 19,55 ::. : 703.00: ARl' 3,4 AR2' 4,0 AR3' 0.0 AR4' 0,0 AR5' 0,0: : : : :: 01' 0.0 02' 19,6 03' 0.0 04' 0,0 05' 0.0: , ,: : : 1 1 1 1 1 I I 1 1 I 1 1 1 1 1 1 II I---------I----------------I------I-------I----.----~-.------,-----I------'-----I----~-wl--~-l----I----'--~-~I---------------, 1 :No. Pipes' Pipe flow travel time 'N' '0,013 mm:_____: 19.6:0.004:d' 30: S.9: 190: 0,5: 9.2:hgj, 1.6(Ft.): : : 704.00: C-I00~: Carom: 1.0:3.65:0.8873: 0.0: 3.3:------:--u~:---u--:u--:--u:----~ 9.2:---------------: : lNo. Pipes: Pipe flow travel time 'N' = 0.013 ------:-----: 22.9:0.005:d= 30: 6.5: 240: 0.6: 9.8:hgl= 1.7(Ft.): : : 715.00: C-I00%: Comm: 4.1:3.52:0.8869: 0.0: 12.9:--.----:-----:-------:----:----:----: 9.8:---------------: : I 1 1 1 . 1 1 1 1 1 1 1 1 I I I II I---------l----------------I~-----I-------I----l------.------1-----1------.-----,-------1----1----1----1-----1---------------. 1 : 715.00: :: 12.5:3.52: : : 35.7: : : :::: 9.8:Stream Summary: : :---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----]----:----l----_:________w______: : 1 I 1 1 I 1 I 1 I I 1 1 1 1 I 1 II 1------.--,.---------------1------1-------1----,------,------1-----1------'-----1-------1----1----1----1-----1---------------1 1 , , , I--~-------w------------------------------------------------~-----------------------------------------------_________________1 1 : Version 3.2 Copyright (c) CIVILCAOO/CIVILOESIGN, t991 : : II -t-------------------------------------------------------------------- -------------------------------------------------------- t- Rancho Community Church 1 Bridgeport, Hwy 79S, Ultimate JPN 2-14-04' revised channel I I I I I I I I I I I I I I I I '\ I -t-----------------------------------------------------------~-------- ---------------------------------------------___________ t- ~ ~ Rancho Community Church 1 Bridgeport, Hwy 795, Temecula : Ultimate : m : , 2-14-04 revised channel : , , ,------------------------.---------------------------------------------------------------------------------------------------, : Project: rcc14.TTV Page 5 Calculated By: : : Study Date: 2/151 7 Moisture Condition( AMC): 2 Checked By: : : 100.0 Year Storm 1 hour rainfall' 1.30 (In.) Intensity Slope' o.s50: :;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; RAT ION A L H Y 0 R 0 LOG Y - R I V E R 5 IDE CD;;;;;;;;;;;;;;;;;;;;;;;;;;;;: :Station/: Soil Type : o eve 1. : Area: I : C :L Elev: 0 : 0 :Slope:Section: V : L : T : Tc : Hydraulics : :Point No.: A,B,C,D :Type aAcres):in/h: : :(sub):Total lv/hz : :Fps : ft.:min.: min.: or notes : I I I I I I I I I , r I I I t I I ,---------r----------------I------I-------I----.------1------'-----1------'-----1-------.----1----1----1----.,---------------1 I r. I r I I r I , I I I I r I I I I---------r----------------,------I-------I----I------1------.-----,------'-----1-------'----1----1----1-----1---------------1 : 711.00:...-..----------:------:----.-.:----:------:------:-----] :0.011: :: 200] 6.1:-----:INITIAl SUBAREA: I : 712.00: C-100%: Comlll: 0.7:4.56:0.8895: 47.4: 2.7:------:-----:-------:----:----:----: 6.1:---------------: :---------:----------------:--.-.-:-------:----]------l------:-----] 2.72:0.006:Street: 2.3: 620: 4.5]-----: qavg:: 4.64 : : 44.0 wide street : : :: : : : : : :::: dn::0.4 Flow hw=14.9: I' : flow to Pt.l ::::::: Wdth Ctr-Brk' 11.0: Ix-fall' 0,0200 Ox-fall' 0.0200 : : 714.00: C-100%: COlDm: 1.0:3.37:0.8864: 43.7: 2.8:------:-----:-------:----:----:----: 10.6]---------------: :---------:----------------:------]-------:----l------:------:-----: 5.SS:0.00S:Street l 2.4: 240: 1.7:-----: qavg= 6.67 : : 44.0 wide street : : :: : : : l l :::: dn=O.4 Flow hw=17.0: : flow to pt.! ::::::: Wdth Ctr-Brk= 11.0: Ix-fall' 0.0200 Ox-fall' 0.0200 : l 715.00: C-100%] Comm: 0.6:3.11:0.8855: 42.5: 1.8:------:-----:-------:____:____:____: 12.3:---------------: 1 1 I I 1 1 I 1 1 I , 1 I 1 I 1 , ,---------1----------------1------.-------1----1------1------'-----1------..----1-------.----1----1----1-----,---------------1 I',: : Confluence TCI1' 9,8 TCI2' 12.3 TCI3' 0.0 TCI4' 0,0 TCI5= 0,0: : : : Largest : : Analysis 011' 35.74 012' 7.34 013' 0,00 014= 0,00 015' 0.00 Area' 14.76: Confluence : , : 111= 3.52 112= 3.11 I#3' 0,00 1#4' 0,00 lIS' 0,00: : 0' 41.58 : :: 715.00: AR1' 12,5 AR2' 2,3 AR3' 0.0 AR4' 0,0 ARS= 0,0: : : II i i---------i----------------:------:~~-:--~l:~--~:-:---~:~--~~::---~:~--~~-:---~:~--~=-:-:-~:~i----:----:-----i---------------i : :No. Pipes' Pipe flow travel time 'N' '0.013 nm_:nm: 41.6:0,00S:d' 36: 7.5: 260: Q.6: 10,4:hgl' 2.2(Ft.): I:,: 716.00: C-100%: COIlBl: 0.3:3.42:0.8866: 0.0: 1.0:------:-----:-------:----:----:----] 10.4:---------------: :No, Pipes' 1 Pipe flow travel time 'N' '0,013 n__n:mn: 42.6:0.00S:d' 36: ),5: 185: 0.4: 10.8:hgl' 2,3(Ft.): : :---------;;;;;;;;;;;;;;;;;;;;;;;;; CONFLUENCE OF MAIN STREAMS ;;;;;;;;;;;;;;;;;;;;;;;;;;----:----:----:-----:---------------: I' 1 1 1 I I I 1 1 I I I 1 1 1 1 1 II i --~~~:i~:~~~--------------'------'~~:~~:~~;:--~~~~::~~:~--~~~~:::~~~--~~:~:-:~:~--~~:~:':~:~::~::::--:~::~:-i---:~~~i:::::--: : 111= 3.09 I12' 3.34 113' 0.00 114' 0,00 liS' 0.00: : 0'191.50 I:, 116.00: AR1' 66,6 AR2= 15.1 AR3' 0.0 AR4' 0,0 ARS' 0.0: : : Q1 :: 191.5 02 = 0.0 03:: 0.0 04:: 0.0 05:: 0.0: 1 1 : 1 _________1________________1______1_______1____1______1______1_____1______1_____1_______1____1____1____1_____1_______________ II I . 1 . 1 1 I I 1 I I'" 1 Ii: :No, Pipes' 1 Pipe flow travel time 'N' '0,013 _m__:---n: 19l.S:0.005:d= 60:11,2: 255: 0.4: 12.8:hgl' 4.1(Ft,) , : 117.00: AD BSO CSO 0 O:User: 1.6:3.04:0,7300: 0.0: 3,6:___m:m__:__m__:_m:_m:m_: 12.8:-mm--------: I: 117.00: C-100%: COllm l 1.S:3.04:0.8852: 0.0: 3.9:------:-----:-------:----:----l----: 12.8:---------------: I::, :No. Pipes' 1. Pipe flow travel time 'N' '0.013 ___m:m__: 199.0:0.006:d' 60:11,3: 170: 0,3: 13.1:hgl' U(Ft.): I 1 I 1 1 I 1 I I I 1 1 1 1 I 1 _I .------.--,----------------1------1-------.----1------1------1-----1------1-----1-------1----1----'----1-----1-------------- . 1 :---------:----------------:------l-------]--.-:------:------:-----]------:-----:-------:----:----l----l-----:---------------: : :------------------._-------------------------------------------------------------------------------------------~------------: ! I: : Version 3,2 Copyright (c) CIVILCAOO/CIVILOESIGN, 1992 : : -t---------------,---------------------------------------------------- -------------------------------------------------------- t- , , Ii I I I I I I I \0 I -t-----------------------------------------------------------~-------- -------------------------------------------------------- t- 'l 1\. , , Ii Rancho Conmunity Church 1 Bridgeport, Hwy 79S, lemecula : Ultimate : m : : , 2-14-04 revised channel : I:, :.---------------------------------------------------------------------------------------------------.-----------------------: : Project: rcc14.rrv Page 6 Calculated By: : :: Study Date: 2/1S/7 Moisture Condition(AMC): 2 Checked By: : I,:' : 100.0 Year Storm 1 hour rainfall' 1.30 (In.) Intensity Slope' 0.550: :******************************* R A I ION A L M Y 0 R 0 LOG Y R [ V [ R S I 0 [ C 0 ****************************: , :Station/: Soil Type :Oevel.: Area: I : C :L [lev: Q Q :Slope:Section: V L: I : Ie : Hydraulics : : :Point No.: A,B,C,O :Type :!Acres):in/h: : l(sub):Total lv/hz : :Fps: ft.:min.: min.: or notes : II i i--~~~~~~~i-~-~-;~~-~~~-~-~i~~~;--i----~~;i;~~~i~~;;~~i---~~~i--;~;i::::::i:::::i:::::::i::::i::::i::::i-~;~~i:::::::::::::::i :: 118.00: C-I00%: Camm: 1.3:3.00:0.8850: 0.0: 3.5:------:-----:-------:----:----:----: 13.1:---------------: I,:, :No, Pipes' Pipe flow travel time 'N' , 0,013 ___000:000__: 206.4:0,006:d, 60:11.1: 135: 0.1: 13.3:hgl' 4.5(ft.): : 118.50: C-I00%: Coram: 0.4:2.98:0.8849: 0.0: 1.0:------:-----:-------:----:--__:____: 13.3:---------------: , :No. Pipes' 1 Pipe flow travel time 'N' , 0,013 ___m:__n_: 207.5:0,006:d' 60:11.3: 175: D.3: 13,6:hg!' 4,4(ft.): I:",: 119.00: A 0 850 C50 DO:User: 2.0:2.95:0.7260: 0.0: 4.3:------:-----:-------:----:----:----: 13.6:---------------: :No, Pipes' 1 Pipe flow travel time 'N' , 0,013 ------:-----: 211.7:0.006:d, 60:11.l: 175: 0,3: 13.a:hgl' 4.7(ft.) : I: 120.00: A 0 850 C50 0 O:User: 3.3:2.92:0.7240: 0.0: 7.1:------:-----:-------:----:----:----: 13.8:---------------: :: 120.00: C-I00%: Comm: 0.9:2.92:0.8847: 0.0: 2.4:------:-----:-------:---~:----:----: 13.8:---------------: I' :No. Pipes' Pipe flow travel time 'N' , 0,013 ------:-----: 221.2:0.006:d, 63:12.3: ao: D.l: 13.9:hgl' U(ft.): : 120.50: C-I00%: COllm: 1.5:2.90:0.8846: 0.0: 3.8:------:-----:-------:----:----:----: 13.9:---------------: :No, Pipes' 1 Pipe flow travel time 'N' , 0,013 ------:-----: 225.0:0,005:d' 63:10,4: 420: 0.7: 14.6:hgl' 0.4(ft,): : 121.00: A 0 B50 C50 0 O:User: 4.9:2.83:0.7200: 0,0: 9.9:______:_____:_______:____:____:____: 14.6:-----------000-: : 121.00: C-I00%: Comm: 2.1:2.83:0.8843: 0.0: 5.3:------:-----:-------:----:----:----: 14.6:---------------: J I I I 1 I 1 I I lit I I lit I------.--.----------------I------I-----~.I~.-~I---~--I------I----~I------I-----I-~-----I--.-I----I----I-----1---------------1 : 121.00: :: 103.1:2.83: : :240.2: : : :::: 14.6:Stream Summary: II J 1 I J I I I I 1 I ! I I I I I : l.--;~~~~~i~~~=~~~~~~~~~:~~i~~~~~~:~:~~~=::~~~:i~~~~~:i~~~~~~:~~~~=i------i~~~~;:-------:----i-;~~i-;~;i~~~~=i~~~~~~~-;~;~~;~: \: 801.00: C-I00': Co~m: 0.3:4.13:0.8886: 42.6: 1.1:------:~----:----~--:----:----:----: 7.3:---------------: I:, :------.--\~----~---.------\------:--.----\----:------:------:-----i------\-----\-------\----\----:----i-----l---------------: 1---------1----------------1------1-------1----1------1------.-----1------1-----1-------1----1----1----1-----1---------------, II' 1 I I' I 1 . J 1 1 I I I 1 1 1 I---------I----------------I------t-------I----I------1------1-----'------1-----1-------1----1----1----'-----1---------------1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I I ,:, :---------1----------------1------1-------1----1------I------I-----I------I-----I-------,~---I----I----I-----1---------------: ,----------------------------------------------------------------------------------------------------------------------------1 , : Version 3,2 Copyright (c) CIVILCAOO/CIVILOESIGN, 1992 : -t-------------------------------------------------------------------- -------------------------------------------------------- t- I I I I I I I I \\ II -f-------------------------------------------------------------------- ------------------------------------------------------__ f- : : Rancho Community Church / Bridgeport, Hwy 79S, Temecula : I : : ultimate : : : JPN : : : 2-14-04 revised channel : I : :-----------------------------..-------------------------------------------------------.-------------------------------------: : : Project: rccl4.rrv Page 7 Calculated By: : : Study Oate: 2/1S/ 7 Moisture Condition(AMC): 2 Checked By: : : 100.0 Year Storm 1 hour rainfall: 1.30 (In.) Intensity Slope: 0.550 .: :iii**iiiiiiiiiiiiiiiiiiiiiiiiii RAT ION A L H Y 0 R 0 LOG Y R I V E R 5 I 0 E C 0 iiiiiiiiiiiiii*iiiiiiiiiiiii: :Station/: Soil Type :Oevel.: Area: I : C :L Elev: 0 0 :Slope:Section: V L: 1 : lc : Hydraulics : :Point No.: A,B.C,O :Type :(Acres):in/h: : l(sub):Total lv/hz : :Fps: ft.:min.: min.: or notes : I I I I I I I I I I I f I I I I I 1---------,----------------1------.-------'----1------1------1-----1------1-----1-------1----1----1----1-----.---------------1 ---------:----------------l------:-------:----]------:------1-----: 1.10:0.009lStreet: 2.5: 265: 1.8:~----: qavg: 3.21 : 48.0 wide street : : :: : : : : : :::: dn=O.3 Flow hw=12.9: flow to pt,l ::::::: Wdth Ctr-Brk: 12,0: lx-fall: 0,0200 Ox-fall: 0.0200 : 801.20: C-I00%: Comm: 1.1:3.67:0.8874: 40.1: 3.7:------:-~w--:n-n--:----:----:----: 9.1:---------------: ______~__:~---------------:------:-------:~---:~~---w:------:-----: 4.84:0.006:Street: .2.6: 400: 2.6:-----: qavg= 6.76 : 48.0 wide street : : :: : : : : : :::: dn=0.4 Flow hw=17.0: flow to pt,l ::::::: wdth Ctr-Brk: 12,0: Ix-fall= 0.0200 Ox-fall: 0,0200 : 801.50: C-IOO%: Comm: 1.1:3.20:0.8858: 37 .6: 3.3:------:-----:~----n:----:----:--n: 11.7:---------------: --~------:----------------:------:-------:----:----~~:----~-:-----: 8.10:0.005:Street: 2.8: 140: 0.8:-----: qavg= 12.02 : 48.0 wide street : ] :: : : : : : :::: dn=0.5 Flow hw=23.0: flow to pt.1 ::::::: Wdth Ctr-Brk: 12.0: lx-fall: 0,0200 Ox-fall= 0.0200 : 802.00: C-100%: Comm: 2.5:3.08:0.8853: 36.9: 6.8:------:-----]-------:----:----:----: 12.5:---------------: I 802.00: C-100%: COlDm: 2.2:3.08:0.8853: 0.0: 5.9]------:-----:----~--;---~:----:----: 12.5:---------------] l_________:--------~----_--:------:-------:----:------:---___:~____: 20.82:0.007:Street : 3.5: 820: 3.9:-----: qavg= 24.83 : 48.0 wide street : : ]: : : : ] : ::: l dn=O.6 Flow hw=24.0: flow to pt,l ::::::: Wdth Ctr-Brk: 12.0: Ix-fall: 0,0200 Ox-fall: 0,0200 : B03.00: C-100l: Cm: 2.B:2,66:0.B834: 31.0: 6.6:______:_____:_______:____:____:____: 16.4:---------------: 121.00: Improved channel travel time : 27,39:0.010:b: 0.0: 3.0: 280: 1.5:-----:n: 0.02 dn: 0.3: : : : : :::: 17.9:LZ=90.0 RZ=90.0: 121.00: C-IOO%: COIDm: 1.8:2.53:0.8828: 28.1: 3.9:------:-----:--n---:----;----:----: 17.9:-n------------: ---------:----------------:------:-------:----:------:---~--:-~---:------:-----:-------:----:----:----:-----:---------------: Confluence lC11: 1406 lC12: 17.9 lC13= 0,0 lC14: 0.0 lC15: 0,0: : : : Largest : Analysis 011:240.23 012: 31.29 013: 0,00 014: 0.00 015: 0.00 Area: 114.89: Confluence : 1#1: 2,B3 112: 2,53 1I3: 0.00 114= 0,00 liS: 0,00: : 0:265.74 : 121.00: ARl: 103.l AR2: 11.8 AR3: 0.0 AR4: 0,0 AR5: 0,0: : : : 01 : 265,7 02: 0.0 03 = 0.0 04: 0,0 05 = 0.0: : : I I 1 1 , I 1 1 1 1 ---------,----------------1------,------- ---- ------ ------ -----1------'-----1-------1----1----1----'-----1---------------1 121,50: Improved channel travel time :265.74:0.005:b= 4.0: 5.9: 260: 0,7:-----:n: 0.03 dn: 3,9: : ::: : ] : : : : ::: :15.3:LZ=2.0RZ=2.0~ 121.50: C-IOOt: Comm: 1.9:2.75:0.8839: 23.0: 4.6:------:-----:-------:----:----;----: 15.3:~-----------~--: 122.00: Improved channel travel time :270,39:0.005:b= 4,0: 6.0: 255: 0,7:-----:n: 0.03 dn= 3.9: : ::: :: :::::: : 16.0:LZ= 2.0RZ= 2.0: 122.00: C~100t:User: 3.5:2.69:0.7490: 21.7: 7.0:------:-~---:---~--~:----:-n-:~---] 16,O:----nnn--~--: 123,00: Improved cAannel travel time :277,41:0.005:b= 4.0: 6,1: 290: 0.8:-----:n= 0,03 dn: 3.9: : ::: : : : : : : ~::: 16.8: LZ = 2,0 RZ:: 2.0: 123.00: A 0 B50 C50 0 O:User: 5.0:2.62:0,7100: 20.1: 9.3:______:_____:_______:____:____:____: 16,8:---------------: 124.00: Improved channel travel time :2B6.71:0,005:b: 4,0: 5.9: 360: 1,0:-----:n: 0,03 dn: 4,0: : ::: : : : : : : ::: : 17.8:LZ=2.0RZ=2.0: 124,00: A 0 BSO CSO 0 O:User: 3.2:2.53:0,7050: 1B.3: 5.6:------:-----:-m---:----:----:----: 17,8:---------------: I::' 190.10: Improved channel travel time :292.35:0.005:b: 4.0: 6,1: 440: 1,2:-----:n: 0.03 dn: 4.0: 1 ~ :::::::::: ] : : 19.1:LZ= 2.0RZ= 2.0: I :---------:----------------:------:-------:----:~--~--:------:-----:------:-----:-------:----:~---:---~:-----:---------------l I I 1 . 1 I' I I 1 lIt 1 1 1 I 1 1 r---------I-------~--------l------I-------I----I--~---I------I~----l------I---~-I-------I----I----I----I----~I--~~-----------I I:, ]--------------------------------------------------------------------------------------~--------------~----------------------: : Version 3.2 Copyright (c) CIVILCAOO/CIVILOESIGN, 1992 : -f-------------------------------------------------------------------- -------------------------------------------------------- f- I I I , I Ii , , I Ii , , , Ii I I I I I: I I I fl..."6 \1- I -t-----------------------------------------------------------~-------- ---------------------------------------------------_____ t- , , Ii , , , I: , , , , , , : 2-14-04 revised channel , l------------------------------------------------------._--------------------------------.-----------------------------------: : Project: rcc14,rrv Page 8 Calculated By: : : Study Oate: 2/1S/ 7 Moisture Condition(AMC): 2 Checked By: : : 100.0 Year Storm I hour rainfall' 1.30 ([n.) Intensity Slope' O.SSO: :******************************* RAT ION A L H Y 0 R 0 LOG Y R I V E R S I 0 E C 0 ****************************: :Station/: Soil Type :Oevel,: Area: I , C :L Elev: Q Q :Slope:Section: V L: T : Tc : Hydraulics : 'p , tN' 'B C 0 'T 'I' )" /h' , '( b)'T t I '/h' 'F ft"'" t ' ,01n 0., H,., ,ype, Hcres ,In, , ,su, oa ,v Z, ,ps, "mln" mIn., or noes , I 1 I I I I I I I t I I I I I I I 1---------.----------------1------1-------1----1------I------I-----I------I-----I-------I----!----I----I-----1---------------1 : 190.10: C-IOO%lUser : 11.0:2.44:0.7640: 0.0: 20.5:------:-----:-------:-'---:----:----: 19.1:---------------: : 191.10: Improved channel travel time :312,83:0.004:b' S.O: S.2: 380: 1,2:-----:n' 0.03 dn' 3.7: :: ::: : : : : : : I:: :20.3:LZ=3.0RZ=3.0: I I I I I I I I I I I I I I I I I 1---------1----------------,------1-------'----1------1------1-----1------1-----1-------1----1----1----'-----,---------------1 : Total study area' 139,43 (Ac.) Peak flow rate' 312.827 (CFS) : . 1 1 I I' I I I I. lit I 1 1 1 ,---------1----------------1------1-------1----'------1------'-----1------1-----.-------1----1----'----1-----1--------------- , 1 I. I' . , , , 1 . I I 1 I I : ____n___: -u------~u-.:r-: ----1-: _____n ~T-'-n-c ~~ip:):)~,;3~c.---p~I' -i.~n '1-~7_--- v{)2) It~11 -nl'19---~~~.:.=n : _________ ___I_~t_______ __J:___ ___Li1_ __~______ J_____ _____ ___._lY__J__ !t_____ ____ ____ __0_ __L__ _______________ 'I I I . I I I 1 I 1 I 1 I 1 1 1 I I 1 I I' . , 1 . 1 ., 1 I 1 I 1---------1----------------1------1-------1----1------1------.-----1------1-----'-------1----'----,----,-----1---------------1 I 1 I I I I 1 1 1 1 I 1 I 1 1 1 I .---------.----------------1------1-------'----1------1------1-----1------1-----1-------1----1----1----1-----1---------------1 1 1 1 1 1 1 1 , 1 1 . I' 1 I' 1 1---------1----------------1------1-------)----1------1------1-----1------1-----1-------1----'----1----'-----.---------------, . I 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 1---------.----------------1------1-------1----1------1------1-----'------1-----1-------1----1----1----1-----1---------------1 :---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----:----:-----:---------------: 1 I , 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1---------1----------------,------1-------1----1------,------,-----,------J-----I-------'----I----I----I-----1---------------1 1 1 I 1 1 1 1 1 1 1 I 1 I 1 I I 1 ,---------1----------------1------1-------1----1------1------1-----'------1-----1-------1----1----1----1-----1---------------1 1 I 'I I 1 1 1 . 1 1 1 1 I 1 1 1 1---------,----------------1------1-------1----.------.------,-----,------'-----1-------.----1----1----1-----I---------------J I 1 I 1 1 1 1 1 1 1 1 1 1 I I I I ,---------1----------------,------,-------,----,------,------I-----J------I-----I-------,----,----,----,-----,---------------, I I 1 1 ,. 1 1 I , , '" 1 1 1 1---------.----------------1------.-------1----.------,------.-----,------.-----,-------.----1----'----,-----,---------------, I' 'I' 1 1 , , , , "" I , ,---------,----------------1------,-------,----,------,------,-----,------,-----,-------1----'----1----'-----1---------------, . 1 'I' 1 , , I I , 'I" 1 I .---------,----------------1------.-------,----.------,------,-----,------1-----1-------.----'----1----1-----,---------------1 " "'" 1 ! , , I" I I , ,---------,----------------,------,-------I----j------1------'-----1------1-----'-------,----,----,----,-----,---------------, . 1 I' I' . . , j 1 ." I' , ,---------,----------------,------,-------1----'------I------I----~'------I-----l-------,----.----I----'-----,---------------, " 1 1 I 1 1 , 1 , , "'" , 1---------,----------------.------,-------,----.------1------1-----1------,-----,-------,----'----1----1-----,---------------1 . 1 .., . . . I I 1 ." I' , ,---------)----------------,------.-------,----.------.------,-----,------1-----1-------1----.----1----.-----,---------------, " "" 1 , I j 1 1 1 , I' I 1---------,----------------.------.-------1----1------I------I-----I------j-----,-------,----,----,----,-----,---------------1 '1 .., 1 . 1 , . , I 1 , I. 1 ,---------1----------------1------,-------1----.------.------.-----,------,-----,-------,----,----,----.-----,---------------, 1 1 I I 1 1 II! j , I'" 1 1 1---------1----------------.------.-------1----.------,------1-----1------1-----1-------'----1----1----'-----1---------------1 ,. .. I. . 1 I 1 1 . 1 1 1 1 1 ,---------,----------------,------,-------1----'------,------,-----,------,-----,-------'----1----'----,-----.---------------, " J 1 " , , 1 1 , "'" 1 .---------,----------------.------.-------,----,------1------,-----.------,-----'-------,----,----,----,-----,---------------, 'I .., I I I I I , 1'" 1 , ,---------,----------------.------,-------,----.------.------.-----,------'-----1-------.----,----,----,-----,---------------1 , 1 1 1 " 1 I 1 , 1 'I I 1 I , 1---------.----------------1------1-------.----1------,------,-----,------.-----.-------,----,----.----,-----.---------------, : Version 3.2 Copyright (cl CIVILCAOO/CIVILOESIGN, 1992 : , , ,-------------~--------------------------------------------------------------------------------------------------------------1 Rancho Community Church I Bridgeport, Hwy 79S, Temecula Ultimate JPN /it"\, , , Ii , , Ii , , , Ii , , , Ii , , , Ii , , , Ii , , Ii , , , Ii , , , Ii I I I I I I I \3 I I I I I I I I I I I I I I I I I I I p... 10 Riverside County Rational Method Hydrology J- RMH ver 7.0d Jan. 2005 by Jack Norr.is, PE (C)2004 File: TEC\RCC\RCC-14 Calc'd by JPt1 edited 02-11-2005 15:40 Checked by Date +----------------------------------------------------------------------------------------------------------------------~ Page 1 2 -{ 2. -oS- Rancho Community Church / Bridgeport site, Hwy 795. Temecula Proposed ultimate condition Revised channel thru Santoro lot +------------------------------------------------------------------------------------------------,---------------------~ 100 - year frequency: -loglog slope of I-D curve = .550 (il 10Q-yr 1-hr 0= 1.3" (i), :======================================================================================================================: Node . :Elev. :SA:Soil:0ev.: A I : (RI): (ai) :acres: in/hr; ;asub;a tot;S1ope;Process/Section; V L ; Tt ft. :min. Tc Hydraul i cs min.; & llotes c :cfs ; cfs": 'I' ;fps ;-------:-----:--;----;----;-----;-----;----;----;-----:-----;---------------:----:----;----;-----;--------------------; 10' : 1209:--;----:----;-----;-----:----:----; ;--------------------; ,-----,---------------,----,----,----, " ",' :-------;-----: 1: 0 4 ; 0.64;4.823;.832;2.57:-----;.2405; Initial Area ;0.63; 210;5.53:-----; 102 ; 1158:--;----;----;-----:-----;----;----; 2.57:-----:---------------;----:----;----: 5.53:--------------------; :_______:_____; 2; 0 4: 2.20;4.527;.828;8.24;-----; .1219:Nat. val. chan. ;7.90: 320;0.68;-----; a avg = 6.7 103 ; 1119:--:----;----;-----;-----;----:----:10.81 ;-----;---------------;----;----;----: 6.21;--------------------; ;_______:_____: 3' 8 4 1.22:4.179; .738:3.76:-----;.1050; 20'-Street :6.86; 400;0.97:-----;Omax=0.20' Qav= 12.7; 6"CF O"Gtr X-falls: .020 .020 2-sided flew 104 1077:--;----;----;-----;-----;----;----;14.57:-----;---------------;----;----;----; 7.18;--------------------; ,-------,-----, , , , A tot= 4.06: :-----; ,--,----,----,-----,-----,----,----, " , , , , , , ;-----;---------------:----;----;----; ,--------------------, , , ,-------,-----, , , , : -----; tlew stream st 2 201 1201;--:----;----;-----;-----;----;----; ;-----;---------------;----;----;----: ;--------------------: :_______:n___; 4: 0 4; 1.84;4.498;.827;6.85;-----;.2600; Initial Area ;0.80; 300:6.28;-----; 202 1123;--;----:----;-----:-----;----:----; 6.85:-----;---------------;----:----;----; 6.28;--------------------; :____n_;_____; 5: B 4; 3.86:4.109;.735;11.7:-----;.0846;tlat. val. chan.;7.73: 520;1.12:--n-; Q avg = 12.7 203 : 1079;--;----:----;-----;-----:----;----;18.51;-----;---------------;----;----;----: 7.40;--------------------: :_______;n___; 6; 8 0.72:4.000:.73Z:2.11:---n:.0200; 22' 1/2-Street;4.47; 100:0.37:-----;Omax=0.4Z' Oav= 19.6: 4"CF O"Gtr X-falls: .020 .OZO 1-sided flow , 104 1077:--;----;----;-----:-----:----:----;20.62;-----:---------------;----:----:----; 7.78:--------------------; ;-------:-----;--; 104 Confluencing 2 streams Stream: Te: t, opeak: x Ratio: = Qadj: 2 7.78 4.000 20.62* 7.18 4.179 14.57 I2II1 13.94 + 20.62 Q cenfl 34.56 cfs at Tc = 7.78 min. from 10.5 acres Stream st 1 :-------;-----: ,-----, , , 104 ;--;----:----:10.48;-----;----;----;34.56;-----;---------------;----:----;----; 7.78:--------------------: 104 1077;--:----:----:-----;-----:----;----; ;-----:---------------;----:----;----: ;--------------------; :_______;__n_; 7; 8 4 3.14:3.927;.729:9.00:-----:.0157; 44'-Street :4.46:70.0:0.26;-----:Dmax=0.42' Cav= 39.1: 4"CF O"Gtr X-fans: .020 .OZO 2-sided flow 105 " 1076;--:----;----:-----:-----;----;----;43.56;-----:---------------:----:----;----: 8.04;--------------------; :n__n_:_____: 8; 8 4; 7.72:3.375;.708:18.4;-----;.0255: U'-Street ;5.23; 800:2.55;--n-:Omax=0.44' Cav= 52.a; 4"CF O"Gtr X-falls: .020 .020 2-sided flow 111 1056;--;----;----;-----:-----;----:----:62.01 ;_____;_______________;____;____:____:10.59:__________----------: :=========================~============================================================================================: : Oev.Type: 4= 2-1/2 Acre Lots ;======================================================================================================================: \~ I I I I I I I I I I I I I I I I I I I All Riverside County Rational Method Hrdrology File: TEC\RCC\RCC-14 Calc'd by JPN edited 02-11-2005 15:40 Checked by Page 2 Date :====================================================================================================================== tlode . :Elev. :SA:Soi1:0ev.: A I : (RI): (ai) :acres: in/hr: :fps c :CSUb:a tot:Slope:Process/Section: V L : Tt :. Tc ft. :min. min.: Hydraulics & Notes : cfs : cfs : . / ' :-------:-----:--:----:----:-----:-----:----:----:-----:-----;---------------:----:----:----:-----:-------------------- :-------:-----: 9: 0 : 5.70:3.375:.806:18.2;-----: Add Subarea :0.00:0.00:-----: 111 ;--;----:----;-----:-----:----;----;80.23:-----;---------------:----;----:----:10.59:--------------------: A tot= 28.04: : -----; ;--:----;----;-----;-----:----:----: ,-----,---------------,----,----,----, " "" :--------------------: ,-------,-----, , , , ; -----: : -----: Uew stream II 3 301 : 1121;--:----;---~;-----;-----:~---:----: ,--------------------, , , ,-----,---------------,----,~---,----, " "" :-------:-----;10; B 4 : 1.35:3.392:.709;3.25:-----:.0855: Initial Area :0.99: 620:10.5:-----: 302 : 1068;--:----:----;-----:-----;----;----: 3.25:-----:---------------:----;----:----:10.49:--------------------; ; ____n_: _____: 11: B 4 : 0.92:3.22S:.701:2.08:-----:.0348:Nat. val. chan, :3.80: 230:1.01:-----: 4.3 Q avg = 303 1060:--:----:----;-----:-----:----:----: 5.33:-----:---------------:----;----:----:11.50:--------------------; ;-------;-----:12: 8 4" : 3. 24: 540:2.78:-----:0max=0.44' Qav= 11.9; .020 .020 2-sided flow 6.82:2.863:.683;13.3;-----:.0083: 44'-Street 4'.CF O"Gtr X-falls: 111 1056:--:----:----;-----;-----;----:----:18.57:-----;---------------;----:----:----:14.28:--------------------; ,-------,-----,--, , , " :-----: 111 Conf1uencing 2 streams Stream: 3 Tc: I: Qpeak: x Ratio: = Qadj: 10.59 3.375 80.23* 14.28 2.863 18.67 Tc1/Tc3 13.85 Q confl = 94.07 cfs at Tc = 10.59 min. from 37.1 acres Stream # 1 80.23 + :-------;-----: :-----: :-----: 111 :--:----;----:37.13:----7;----;----:94.07:-----:---------------:----:----:----:10.59;--------------------: :-------:-----:13: C : 0.53:3.375:.778:1.65;-----; Add Subarea :0.00;0.00:-----: 111 ;__;____:____:_____:_____;____;____:95.73:_____:______---------:----:----;----:10.59:--------------------; 111 1056;--;----:----:-----;-----:----;----: ,-----,---------------,----,----,----, " "" :--------------------: :-------:-----:14: C 4; 4.57:3.203:.772:11.3:-----:.0145: \-1chan 8=3.0 :6.65; 420:1.05:-----: Dn=2.00' Q= 79.8 ; 112 : 1049;--;----:----;-----:-----:----;----:107.0:-----:---------------:----:----:----:11.64:--------------------; ,-------,-----, , , , A tot= 42.33: :n___: ,-----, , , ,--,----,----,-----,-----,----,----, " , , , , , , :-----:---------------;----:----:----: ,--------------------, , , :-------:-----: ;n___: : -----: tlew stream II 4 504 : 1063:--;----;----:-----;-----:----:----: ,-----,---------------,----,----,----, " ",' :_______:_____:15: C 4; 4.59:2.665:.751:9.19:-n--:.0121: Initial Area :0.72: 700:16.3:-----: 505 1055:--:----:----:-----:-----;----;--~-: 9.19;-----;---------------:----:----;----:16.27:--------------------; :-------:-----:16: C 14; 5.56:2.380:.882:11.7:-----:.0097: 4B'-Street :3.01: 670:3.72:-----;Omax=0.51' Oav= 15.0: 5"CF 24 "Gtr X-fa 115: .020 .020 2-si ded flow 506 1048:--;----:----;-----:-----;----:----;20.85:-----;---------------:----;----:----;19.99:--------------------: :_______:_____: 0 :0.00:-----:.0056: '_/chan 8=3.0 :3.28: 350:1.83:-----: Dn=1.29' 0= 20.9 : 112 1046:--:----;----:-----;-----:----;----;20.86:-----:---------------:----:----:----:21.82:--------------------; :=============:==========;====:========================;===============================================================: : Dev.Type: 4= 2-1/2 Acre lots 14= Commercial :=========================================================================:=====;======================================: \5" I I I I I I I I I I I I I I I I I I I AIJ Riverside County Rational Method Hy.drology File: TEC\RCC\RCC-14 Calc'd by JPtl edited 02-11-2005 15:40 Checked by Page 4 Date :======================================================================================================================' Node :Elev.;SA:Soil:Dev.: A I : (RI): (ai) :acres: in/hr: c :Csub:C tot:Slope:ProcessjSection: V L : Tt : Te Hydraul ieg ft. :min.: min.: & Notes . : cfs : cfs : '/. ;fps :-------:-----:--:----:----:-----;-----:----:----:-----:-----:---------------:----:----:----:-----:--------------------: :-------:-----: A tot= 3.39: :-----: ,--,----,----,-----,-----,----'----' " , , , , I , ,-----,---------------,----,----,----, " "" ,--------------------, , , ,-------,-----, , , , ,-----, , , : -----: tlew stream II 6 701 :49.80:--:----:----:-----:-----:----:----: ,-----,---------------,----,----,----, " ",' ,--------------------, , , :_______;_____:28: C : 14 : 2.81:3.936:.888:9.82:-----:.0118: Initial Area :0.83: 400:8.01:-----: 702 :45.07:--:----:---~:-----:-----:----:----: 9.82:-----:---------------:----:----:----: 8.01:------------~-------: :-------:-----:29: C : 14 : 1.15:3.792:.888:3.87:-----:.0100: 18" pipe :7.57: Z55:0.5~:-----: Dn=1.03' Q= 9.8 : 703 :42.5Z:--:----:----:-----:-----:----:----;13.69:-----:---------------:----;----:----: 8.57:--------------------: ,-------,-----,--, , , " ,-----, , , ,-----, , , 703 confluencing 2 streams Stream: Tc: I: Qpeak: x Ratio: = Qadj: 5 14.97 2.790 10.31 Tc6/Tc5 5.90 + 6 8.57 3.792 13.69* 19.59 cfs at Tc = 8.57 min. from 7.3 acres Stream d 5 13.69 Q confl = ,-------,-----, , , , :-----: 703 703 :__:____:----: 7.35:-----:----;----:19.59:-----:---------------:----:----:----: 8.57:--------------------: :38.00:--:----:----:-----:-----:----:----: ,-----,---------------,----,----,----' " "" :--------------------: :-------;-----:30: C : 14 : 1.02:3.662:.887:3.31 :-----:.0042: 30" pi pe :5.6Z: 190:0.56:-----: On=1.67' 0= 19.6 : 704 :37.20:--:----:----:-----:-----:----:----:22.91:-----:---------------:----:----:----: 9.13:--------------------: :-------:-----:31: C : 14 : 4.12:3.528:.887:12.9;-----:.0050: 30" pipe :6.27: 240:0.64:-----: On=1.74' C= 22.9 : 715 :36.00:--:----:----:-----:-----:----:----:35.80:-----:---------------:----:----:----: 9.77:--------------------: A tot= 12.49: :-----: ,--,----,----,-----,-----,----'----' " , , , , , , ,-----,---------------,----,----,----, " "" ,--------------------, , , :-------:-----: ,-----, , , :-----: New stream II 7 711 :49.65:--:----:----:-----:-----:----:----: ,-----,---------------,----,----,----' " .", ,--------------------, , , :-------:-----:32; C : 14 : 0.67:4.559:.890:2.72:-----:.0113; Initial Area :0,54: 200:6.13;-----: 712 :47.40:--:----:----;-----:-----:----:----: 2.72:-----:---------------:----:----:----: 6.13:--------------------: :47.20: :-------:-----:33: C 14 0.95:3.304:.886:2.78:-----;.0057: 22' 1/2-Street:Z.08: 610:4.88:n---:Omax=0.42' Cav= 4.1: 6"CF 24"Gtr X-falls: .OZO .020 1-sided flow 714 :43.70:--;----:----:-----:-----:----:----: 5.50:-----:---------------:----:----:----:11.01:--------------------: :-------:-----:34; C 0.65:3.041:.685:1.t5:-----:.0050: 22' 1/2-Street:2.Z3: 240:1.79:-----:0max=0.47' Cay= 6.4: 6"CF 24"Gtr X-falls: .020 .020 1-sided flow 14 715 :42.50:--:----:----;-----:-----:----:----; 7.25;-----:---------------:----:----:----:12.80:--------------------; " :======================================================================================================================: : Dsy.Type: 14= Commercial :======================================================================================================================: \\0 I I f',j \- Riverside County Rational Method Hydrology File: TEC\RCC\RCC-14 Calc'd by JPN edited 02-11-2005 15:40 Checked by Page 5 Date :======================================================================================================================: I Node :Elev. :SA:Soil;Oev,: A I C IS : (RI): (ai) :acres: in/hr: :Qsub;C tot:Slope;Process/Section: V L : Tt : Tc Hydrau 1 i cs : cfs : cfs : . /. :fps : ft. :min.: min.: & Notes :-------;-----;--:----:----;-----;-----:----;----:-----:-----;---------------:----:----;----;-----:-------------------- I I I 715 confluencing Stream: 5 Tc: 9.77 I: 3.528 Qpeak: 35.80* x Ratio: = Qadj: 35.ao + 2 streams 7 12.80 3.041 7.25 TeS/Te7 5.53 Q cenf' = 41,33 cfs at Tc = 9.77 min. from 14.8 acres Stream ~ 5 715 7'5 :--:----:----;14.76:-----;----:----:41.33;-----;--------------~:----:----:----; 36" pipe :7.11: 260:0.61;-----: Dn=2.30' 9.77:--------------------: :35.50:--:----:----;-----:-----:----:----: :-----:---------------:----;----:----: ,--------------------, , , :-------:-----:35: C : 14 : 0.34;3.413;.887:1.03:-----:.0050: I I I I I Q= 41.3 ; 716 :34.20:--:----:----:-----:-----;----;----:42.36:-----:---------------:----:----:----:10.38:-----------------___; o ;0.00:-----: .0049: 36" pipe :6.87: 185:0.45:-----; Dn=2.45' 0= 42.4 : 116 :33.30:--:----:----:-----:-----:----:----:42.36:-----:---------------;----;----:----:10.83:--------------------: ,-----, Tc: 13.37 I: 2.969 Qpeak: 151. 21* x Ratio: = Oadj: 151.21 + 116 Conflueneing 2 streams Stream: 5 10.83 3.334 42.36 11/15 37.72 0 confl = 188.93 cfs at Te = 13.37 min. from 81.8 acres ,-------,-----, , , , 116 , '6 Stream It 1 :-----; :--:----:----:81.75:-----:----;----;188.9:-----:---------------:----;----:----:13.37;--------------------: 0=188.9 ; :32.20:--:----:----;-----;-----;----:----: :-------;-----:36: BC : ,--------------------, , , 4 ; 1.64:2.916:.729:3.48:-----:.0055: 60" pipe ;9.62: 255;0.44;-----: Dn=5.00' 117 :30.80;--:----:----;-----:-----:----;----;192.4:-----:---------------;----;----:----:13.81:--------------------: ;0.00:0.00:-----: ;-------:-----:39: C 118 118 : 1.45:2.916;.885:3.74:-----: Add Subarea :-------:-----:37; C I 117 :--:----;----:-----;-----;----:----:196.2;-----:---------------;----:----:----:13.81:--------------------: 117 :30.80:--:----;----:-----;-----:----:----: ;-----;---------------:----:----;----; :--------------------: ;-------:-----:38: 8e: 4; 1.77:2.884;.727:3.71:-----:.0056: 60" pipe :9.99; 170:0.28:-----: Dn=5.00' 0='96.2: 118 :29.85:--:----:----:-----:-----:----:----:199.9:-----:---------------:----;----;----:14.10:--------------------: I I : 1.33:2.884;.885:3.39:-----: Add Subarea :0.00:0.00:-----: :--:----:----:-----:-----:----:--~-:203.3:-----:---------------:----:----:----:14.10:--------------------: 0=203.3 : :29.85;--;-~--:----:-----:-----:----:----: : Dev.Type: ,-----,---------------,----,----,----, " "" :--------------------: :-------:-----:40: C 14 ; 0.39:2.859:,884:0.99;--n-:.0056: 60" pipe ;10.4: 135:0.22;-----: Dn=5.00' : 118.5 :29.10:--:----:----;-----:-----:----:----:204.2;-----:---------------:----:----:----:14.31:--------------------: :-------:-----;41: BC: 4: 1.99;2.829; .724:4.08:-----;.0057: 60" pipe ;10.4: 175:0.28:-----: On:5.00' Q=204.2: 119 :28.10:--:----;----;-----:-----;----:----:208.3;-----:---------------:----:----:----;14.59;--------------------: ;-------;-----;42; BC; 4: 3.35:2.800:.723:6.78:-----:.0057: 60" pipe :10.6: 175:0.27:-----; Dn=5.00' 0=208.3: 120 : 27.10; -..:-:----:..: ----: -----: -----: u__: _u_: 215.1: _____; ___n_nn_____; ____: nu: ____: 14.87: un___nun_______: I I :================:=================:=================:======:================:============:=======================:====: 14= Commercial 4= 2-1/2 Acre Lots I :=:==:===:======:========================================================================:=============================: I I \1 I I I I I I I I I I I I I I I I I I I AI; Riverslde County Rational Method Hy,drology File; TEC\RCC\RCC-14 Calc'd by JPN edited 02-11-2005 15:40 Checked by Page 6 Date :======================================================================================================================: , c Node :Elev. :SA:Soi1 :Oev.: :Csub:C tot:Slope:Process/Section: V L: Tt : Te Hydraulics :cfs : cfs : 'I' ;fps : ft. :min.: min.: & Notes A I . : CRr): (ai);acres:in/hr: ;-------:-----:--;----:----:-----:-----:----:----:-----:-----:---------------:----:----:----:-----:-------------------- :-------;-----:43: C : 0.94;2.800;.884;2.33:-----: Add Subarea ;0.00;0.00;-----: 120 120 :--:----:----:-----:-----:--~-:----:217.4:-----:---------------:----:----;----:14.87:--------------------: :-----:---------------;----:----:----; :--------------------; :26.90:--:----:----;-----:-----;----;----: :-------:-----:44: C : 14 : 1.47:2.787:.884:3.62:-----:.0063: 63" pipe Q:::217.4 : :10.0:80.0:0.13:-----: On=5.25' : 120.5 :26.40:--:----:----;-----:-----;----:----:221.1:-----:---------------;----:----;----:15.00:--------------------; :-------:-----:45; BC; 4": 4.88;2.719:.719:9.54:-----;.0049: Q=221.1 : 63" pipe :10.2; 420:0.69:-----: On=5.25' 121 :24.35:--:----:----:-----;-----:----:----:230.6:-----:---------------;----:----:----;15.69:--------------------: :-------:-----:46: C ; 2.12:2.719:.884:5.09;-----: Add Subarea ;0.00;0.00:-----: 121 :--:----:----:-----:-----:----:----:235.7:-----;--------------~:----:----:----:15.69:--------------------: :-------:-----: A tot= 103.1: :__u_: :-----; :--:----:----;-----:-----:----:----; :-----:---------------:----:----:----: :----~---------------; ,-------,-----, , , , : -----: : -----: !law stream # 8 801 :43.20;--:----:----;-----:-----:----;----; ,-----,---------------,----,----,----, " "" :--------------------: :-------:-----:47: C : 14 : 5.11:3.443:.887:15.6:-----:.0095: Initial Area :1.08: 660;10.2:-----: 802 :36.90;--:----:----:-----:-----:----:----:15.60:-----:---------------;----:----;----:10.21:--------------------: :-------:-----:48; C : 2.15:3.443:.887:6.56:-----: :0.00:0.00:-----: Add Subarea 802 802 ;--:----;----;-----:-----;----:----:22.17:-----:---------------:----:----:----:10.21:--------------------: :36.90:--;----:----:-----:-----:----;----: ,-----,---------------,----,----,----, " ,," ,--------------------, , , :-------;-----:49: C 2.80:2.847: .884:7.05;-----;.0072: 48'-Street :3.24; 820;4.22:-----:0max=0.59' Qav= 25.8: 14 6"CF 24"Gtr X-falls: .020 .020 2-sided flow 803 :31.00:--:----:----:-----:-----:----:----:29.22:-----:---------------;----:----:----:14.43:--------------------: :-------:-----:50; C : 14 : 1.75:2.716:.884:4.20:-----:.0104: Val.Gtr.Sect. :3.62: 280:1.29:-----:0max=O.33' Qavg=31.3: 121 :28.10:--:----:----;-----;-----:----;----:33.42:-----:---------------:----:----:----:15.72:--------------------: ,-------,-----,--, , , " : ----- : 121 Confluencing 2 streams Stream: Tc: I: Qpeak: x Ratio: = Qadj: 1 15.69 2,719 235.69* 8 15.72 2.716 33.42 TC1/Tc8 33.35 Q confl = 269.04 cfs at Tc = 15.69 min. from 114.9 acres Stream If 1 235.69 + ,-------,-----, , , , :-----: 121 121 :__:----:----:114.9:-----:----;----:269.0:-----:------_________:____:____:____;15.69:--------------------: :24.33:--:----:----:-----:-----:----:--~-: ,-----,---------------,----,----'----' " "" :--------------------: :-------:-----:51: e 14: 1.91:2.651:.883:4.47:-----:.0051: '_/chan 8=4.0 :5.90: 260;0.73;-----: On=3.88' Q=259.0: : 121.5 :23.00:--;----;----:-----:-----:----:----:273.5:-----:_______________:____:----:----:16.42:--------------------: ;-------:-----:52: C 4 : 3.49;2.590:.748:6.76;-----: .0053: '_/ehan 8=4.0 :5.99; 255;0.71:-----; On=3.88' 0:273.5; 122 :21.65:--:----:----:-----:-----:----:----:280.3:-----:_______________:----;----:----;17.13:--------------------: :-------:-----;53; Be: 4; 5.01:2.526:.708:8.97:-----;.0053: '_/ehan 8=4.0 :6.06; 290:0.80:-----: On=3.91' 0=280.3; 123 :'20.10;--:----;----:-----:-----:----:----:289.2:-----:---------------:----:----:----:17.93:--------------------; :-------:-----:54: 8e; 4; 3.16:2.451;.704:5.45:-----:.0050: '_/ehan 8=4.0 :5.95: 360;1.01:-----: On=4.03' Q=289.2: 124 :18.30:--:----:----:-----;-----;----:----:294.7:-----:_______________;____:----:----:18.94:--------------------: :=========================:======:===========:==========:==========================:===================:===:===========: : Dev.Type: 4= 2-1/2 Acre Lots 14= Commercial :==================================:==========:=====:=====:=============:=======:========:=============:============:==: \~ I ^ \ t r, I Riverside County Rational Method Hy,drology File: TEC\RCC\RCC-14 Calc'd by JPN edited 02-11-2005 15:40 Checked by Page 7 Date .----------------------------------------------------------------------------------------------------------------------, ,----------------------------------------------------------------------------------------------------------------------, I Node . :Elev. :SA:Soi1 ;Oev.: A I : (RI): (ai) :acres: in/hr: c :Osub:a tot:Slope:Process/Section; V : efs : cfs : . / . :fps L : Tt : ft. :min.: Tc Hydraulics & Uoteg min. : :-------;-----;--:----:----;-----:-----;----:----:-----:-----;---------------:----:----:----;-----:--------------------: I : 18. 00: 'l.:1 14 :10.97:2.370:.763:19.8:-----:.0052: '_Ichan 8:;4.0 :6.09: 440:1.20:-----: On:;4.02' Q:;294.7 :-------:-----:55: C 190.1 :15.70:--:----;----:-----:-----:----:----:314.5:-----:---------------:----:----:----:20.14:--------------------; I :-------:-----; o 3:1 :0.00:-----:.0040; '_Ichan 8:;5.0 :5.18: 380:1.22:-----: On:;3.74' Q:;314.5 : 14. 00: : 191.1 :~2.48:--:----:---~:-----;-----:----;----:314.5:-----:---------------:----:----;----;21.36:--------------------; ,-------,-----, , , , A tot:; 139.4: : -----: I ,--,----,----,-----,-----,----,----, " , , , , , , ,-----,---------------,----,----,----, " "" :--------------------; :-------:-----:--;----:----:-----:-----:----:----;-----:-----:---------------:----:----;----:-----:--------------------: I erv!L. D Ie ~ " - I, 'r 3fZ,g -Q.5'r. I I I I .. I I I I I I ::;:;=======:;:;:;:;:;:;:;:;:;:;:;:;==:;=:;:;:;:;=:;:;====:;:;:;:;:;:;:;:;:;=:;:;:;:;:;:;;;:;:;:;:;:;=:;;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;=:;:;=:;:;:;:;:;:;:;:;:;:;=:;:;::;:;:;:=:;:;:;:;:;:;:;:;:;:;:::;:;:;=:;: : Dev.Type: 2= Public park 14:; Commercial ::;=:;==:;:;==:;==:==:;=====:;:;:;=====:;=====:;:;:;:;:;:;==:;:;:;=:;:;:;:;:;:;:;:;=:;:;:;=:;=:;:;==:;:;:;====:;:;:;:;=:;:;:;====:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;=:;=:;:;=:;:;==:;: I I \'\ I iSl IRMH RC ver 7,Od Jan, 2005 RATIONAL METHOD HYDROLOGY Riverside County (C) Copyright 1992-2004 Jack P, Norris, Tel 951-894-6296, Fax 894-6297 SIN 0 Jack P. Norris, RCE, 40019 Via Graziana, Murrieta CA 92562 951-894-6296 IFile TEC\RCC\SANTORO,DAT 19 records Edited 02-12-2005 08:54 Run 02-14-2005 By JPN Work code 8 Job# RCC-1 +-------------------------------------------------------------------------~---+ I Rancho Community Church, Hwy 79 S" Temecula Entire tributary area to existing RCB @ Jed Smith Rd. & Hwy 79, Iv1ft(~) Reference study of RCC property drainage area dated Feb, 2005 ell A ,Ii i!,!. I;~~~~~~i~-di~~~~~~--~~~~~d~--~~d~-~~~~~/-------------~-----------------------+ Link text: record number + process name Streams: 2 I~;~---- ;;~---- lInit 18User FROM. ~Cc 14 1102 2Stre 103 I 3Stre 104 5Stre 105 I 6Pipe 106 7Pipe 1107 8Pipe 108 9Pipe 1109 10Pipe 110 I l1Chan 111 12Chan 112 I 13Chan 113. 14Chan 1114 15Chan 115 I 16Chan 116 17Chan 1191 <----' I I I z,D I I -t-------------------------------------------------------------------- -------------------------------------------------------- t- : Rancho Community Church, Hwy 795, lemecula, CA : Entire tributary area to existing RCB @ led Smith Rd & Hwy 795 : Reference hydrology run of RCC/Bridgeport 1/7/05 : lPN 2/14/05 Channel from RCC , :_wwwwww_w___________________________________________________________________________________________________________________: : Project: santor ,rrv Page Calculated By: : : Study Date: 2/15/7 Moisture Condition(AKC): 2 Checked By: : : 100.0 Year Storm 1 hour rainfall = 1.30 (In.) Intensity Slope = 0.550: :.................,........."" R A I ION A L H Y 0 R 0 LOG Y - R I V E R 5 IDE CO"""""""""""""": :5tation/: 50illype :Oevel.: Area: I : C :L Elev: Q : Q :510pe:Section: V : L : I : Ie : Hydraulics : lPoint No.: A,B,C,O lType :(Acres):in/h: : :(sub)lTotal :v/hz : :Fps: ft.:rnin.: min.: or notes : :---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----l----:-----:---------------: :---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----:-~--:-----l---------------: : 101.00:----------------:------:-----.-:----:-----~:------:-----: :0.013: :: 160: 7.1:-----:INITIAl SUBAREA: : 102,00: A 0 B50 C50 0 0:5F 1/4: Q.2:4.19:0,8279:1208.0: Q.6:___m:_____:_______:____:____:____: 7.l:---m---------: :--------- ----------------l------:-------:----l------:------:-----: 0.62:0.016:Street: 3.1: 400: 2.2:-----: qavg= 7.40 : : 40.0 wide street : : :: : : : : : :::: dn=O.3 Flow hw=13.9: : flow to pU ::::::: Wdth Ctr-Brk= 10,0: Ix-fall= 0.0170 Ox-fall= 0.0170 : : 103,00: A 0 B50 C50 0 O:SF 1/4: 3.9:3,63:0,8187:1201,5: 11,6:------:-----:-------:----:----:----: 9.3:---------------: :--------- ---------------- ------:-------:----:------:------:-----: 12.21:0.011:Street : 3.3: 750: 3.8:-----: qavg= 18.19 : : 40.0 ~ide street ::::::::: : : : dn=0.4 Flow hw=19.2: : flow to pt,1 :: : : : : Wdth Ctr-Brk= 10,0: Ix-fall= 0.0170 Ox-fall= 0.0170 : : 104.00: 0-1001:SF 1/4: 4,0:3.01:0.8421:1193.5: 10.1:------:-----:-mm:----:----:----: 13.1:-----m-------: : 104.00: O-lOOt:SF 1/4: 2.1:3.01:0.8421: 0.0: 5.4:------:n---:-nnn:-n-:----;----; 13.1:--n-nnnnn: :---------:---------------- ------:-------:----:------:------:-----: 27.73:0.020:Street : 4.7: 280: 1.0:-----: qavg= 29.09 : : 40.0 wide street ::::::::::: i dn=0.4 Flow hw=19.2: : flow to pt.l :: : : : : Wdth Ctr-8rk~ 10.0: Ix-fall= 0.0170 Ox-fall= 0,0170 : : 105.00: D-I00t:SF 1/4: 1.0:2.89:0.8400:1188.0: 2.4:------:-----:-------:----:----:----: 14.0:---------------: :No. Pipes ~ Pipe flow travel time 'N' ~ 0.013 mm:_m_: 30,2:0.005:d= 36: 7.l: 300: Q.7: 14.8:hgl= 1.7(,t.): : 106.00: Q-I00%:SF 1/4: 1.3:2.81:0.8386: 0.0: 3.1:nn--:n-n:nnn-l__n:--nl__n: 14.8:----nnnn-n: :No. Pipes = Pipe flow travel time 'N' = 0.013 ______:m__: 33.2:0,005:d= 36: 7.2: 250: Q.6: 15,3:hgl= 1.9(Ft.): : 107.00: 0-100t:SF 1/4: 16.5:2.75:0.8375: 0.0: 38.0:-----~:-----:-------:----:----:----: 15.3:---------------: :No. Pipes ~ Pipe flow travel time 'N' = 0.013 ------:-----: 7l.3:0,005:d= 36:10.1: 400: Q.7: 16,0:hgl~ 2.6(ft.): : 108.00: O-lOOt:SF 1/4: 18.4:2.69:0.8362: 0.0: 41.4:------:---n:-------:-n-I----:----: 16.0:----n-n----n: :No, Pipes ~ Pipe flow travel time 'N' ~ 0.013 m_.__:__m: 112.7:0,005:d= 36:15,9: 480: 0.5: 16.5:hgl~ 11.3(ft.) : : 109.00: B-I00t:SF 1/4: 6.5:2.64:0.7723: 0.0: 13.3:------:-----:-------:----:----;----: 16.5:---------------] :No, Pipes ~ I Pipe flow travel time 'N' ~ 0.013 ______:_m_: 125.9:0,005:d= 48:10,0: 340: Q.6: 17.l:hg!= 0.9(ft.l: : 111,00: Natural Channel travel time t subarea flow addition :------:-----:-------:----:----:----:-----:---------------: :---------:----------------:------:-------:----:------:------:-----:125.93:0.046:Nat Ch :12.6: 980: 1.3:-----: qavg=202.41 : : 111.00: A 0 850 C50 0 O]User : 65.5:2.49:0.7040:1135.0:115.0:------:-----:-------:----:----:----: 18.4:---------------: I 1 I I I I I I I I 1 I I I I I I I-~-------J~-----------~---I------I-------I----I~-----I------I-----I------I-----l~--~---I----I--~-I~---I-----1---------------1 :-----~---:----------------:-----~:-------:-_.~:~-----:------:-----:------:-----:-------:----:~---:----:-----:------~--------: , I I-------------------~--------------------------------------------------~----------------------------------------------~------I : Version 3.2 Copyright (c) CIVILCAOO/CIVILOE5IGN, 1992 : -t-------------------------------------------------------------------- -------------------------------------------------------- t- 82. I I I I I I I I I I I I I I I I I z...\ I _+____________________________________________________________________ ________________________________________________________ +_ /?~ I : Rancho Community Church, Hwy 79S, Temecula, CA : Entire tributary area to existing RCB @ Jed Smith Rd & Hwy 79S : Reference hydrology run of RCC/Bridgeport 1/710S : JPN 2/14/0S Channel from RCC , :-.--------------------------------------------------------------------------------------------------------------------------l : Project: santor ,rrv Page 2 Calculated By: : : Study Date: 2/1517 Moisture Condition(AMC): 2 Checked By: : : 100.0 lear Storm 1 hour rainfall = 1.30 (In.) Intensity Slope = 0.550 1 :;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; RAT ION A L HID R 0 LOG I - R [ V E R 5 I 0 E CO;;;;;;;;;;;;;;;;;;;;;;;;;;;;: :station/: Soil Type :Devel.: Area: I : C :L Elev: 0 0 :510pe:Section: V L: T : Tc : Hydraulics : :Point No.: A,8,C,O :Type :(Acres):in/h: : :(sub):Total :v/hz : :Fps: ft.imin.: min.: or notes : :---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----i----:-----:---------------: : 112,00: Natural Channel travel time + subarea flow addition :------:-----:-------:----:----:----:-----:---------------: :---------:----------------:------1-------:----:------:------:-----:240.90:0.019:Nat ch : 9.2:1330: 2.4:-----1 qavg=306.69 : : 112.00: A 0 B60 C40 D O:User : 6S,2:2.33:0.7156:1110,0:108.8:------:-----:--m--:----:----:----: 20.8:---------------: : 113.00: Natural Channel travel time + subarea flow addition :------:-----:-------:----:----:----:-----:---------------: l---------:----------------:------:-------:----:------:------:-----:349.65:0.019:Nat eh : 9.8: 970: 1.7:-----: Qavg=379.13 : : 113,00: A 0 B60 C40 D O:User : . 31.1:2.23:0.7095:1092,0: 49.3:---m:-----:---...-:----:----:----: 22.4:---m---------: : 114,00: Natural Channel travel time t subarea flow addition :------:-----:-------:----:----:----:-----:---------------: :---------:----------------:------:-------:----:------l------l-----:398.99:0.018:Nat en :10.3:1300: 2.1:-----: qavg=446.52 ; : 114,00: A 0 B60 C40 D O:User : 51.4:2.13:0,7022:1068.0: 76.8:------:-----:-------:----:----:----: 24,5:---------------: : 11S,00: Natural Channel travel time + subarea flow addition :------:-----:-------:----:----:----:-----:---------------: :---------:----------------:------:-------:----:------:------:-----l475.74:0.015:Nat Ch : 9.7: 590: 1.0:-----: qavg=503.34 : : 115,00: A 0 B60 C40 D O:User : 31.0:2,08:0.6989:1059,0: 45.0:------:-----:-------:----:----:----: 25,5:---------------: : 116.00: Natural Channel travel time + subarea flow addition :------:-----:-------:----:----:----:-----:---------------: '---------:----------------l------:-------:----:------:------:-----1520.78:0.037:Nat Ch :15.6: 790: 0.8:-----: qavg=554.88 : 116.00: D-l00%:User : 39,0:2,04:0.7S52:1029,5: 60,2:------:-----:-------:----1----:----: 26.4:---------------: 191,00: Natural Channel travel time + subarea flow addition :------:-----:-------:----:----:----:-----:---------------: ---------:----------------:------:-------:----:------:------:-----l581.00:0.018:Nat Cn :11.1: 970: 1.5:-----: qavg=589.12 : 191.00: D-I00%:User: 9.4:1.98:0.7517:1012.0: 14.0:------:-----:-------:----:----:----: 27.8:---------------: 1 I! 1 1 1 1 1 1 1 1 1 1 1 1 1 ---------I----------------j------I-------I----I------I------1-----1------1-----1-------1----1----1----1-----1---------------1 191.00: :: 346.6:1.98: : :595.0: : : :::: 27.8:Stream Summary: 1---------:----------------:------:-------:----:------:------l-----:------:-----:-------:----:----:----:-----:---------------: :: ::: : : : :___n_:--n-:-nnn:-n-:--n:----: :User Data Entry: : 191.00: C-I00%: Camm: 139.4:2.36:0.8818: 0.0:312.8:n--n:-----:-------:----:----:----: 20.3:---------------: 1 1 1 1 (I 1 1 1 1 1 1 1 1 1 1 _! ---------,----------------,------1-------1----'------1------1-----'------'-----1-------1----1----1----1-----1-------------- 1 Confluence TW' 27,8 Tm= 20,3 Tm= 0,0 TCI4= 0.0 TCIS' 0,0: : : : Largest : Analysis 011'595,04 0#2'312.80 013= 0.00 014= 0,00 015= 0,00 Area' 486.01: Confluence : Ill' 1.98 112' 2.36 113= 0,00 114' 0,00 115= 0,00: : 0=857.92 : 191.00: AR1= 346,6 AR2= 139,4 AR3= 0.0 AR4' 0.0 AR5= 0,0: : ,u: : 01 = 857,9 02 = 0.0 Q3 = 0.0 04 = 0.0 05 = 0.0: , , : <"1'..: 1 1 1 1 1 1 1 1 1 1 'I 1 1 1 1 1---------1----------------1------1-------1----1------1------1-----1------.-----,-------,----'----1----1-----1---------------1 I I 1 1 1 1 I 1 1 1 1 1 I 1 I' _I 1---------1----------------1------,-------1----1------1 ------1-----1------1 -----1-------1----1 ----1----1-----1 -------------- 1 : Total study area = 486.01 (Ac.) Peak flow rate = 857.923 (CFS) : :---------: -----------------: ------: -------: ----: ------: ------: -----: ------: -----: -------: ----: ----: ----: -----: ---------------: 1 j .1 1 1 1 1 , 1 1 1 I' 1 1 1 _, 1---------1----------------)------1-------1----1------1------1-----1------1-----'-------1----(----1----1-----,-------------- 1 :---------:---------------~:------:-------l----:------:------:-----:------:-----:------~:----:--.-:----:-----:---------------: :---------:----------------:------:-------:----:------:------:-----:------:-----:-------:----:----:-.--l-----:---------------: :---------:----------------:------:-------:----l------:---~--:-----:------:-----:-------:----:----:----:-----:---------------: :---------:----~-----------:------:-------:----:------:------:-----:------:-----:-------:----:----:----:-----:---------------: :---------:----------------:------:-------:----:------:------:-----l------:-----:-------l----:----:----:-----:---------------: :---------:----------------:------l-------:----:------:------:-----:------:-----:-------:----:----:----:~----:---------------: :---------:----------------:------:-------:----:------:------:-----:------:-----:-------l----:----:----:-----:---------~-----: : Version 3.2 Copyright (cl CIVILCADD/CIVILDE5IGN, 1992 : :----------------------------------------------------------------------------------------------------------------------------: -ef Sl.<1 S'''ll;.o 2bC.,Cl ~-"S~~ ;::h- G?~C0 JS 9 t 14- c I I I I I I I I I I I I I I I I < I 2Z- I I I I I I I I I I I I I I I I I I I 84- Riverside County Rational Method Hydrology Page RMH va!'" 7.0d Jan. 2005 by Jack Norrls, PE (C)2004 h r- File: TEC\RCC\SANTORO Calc'd by JPN edited 02-12-2005 OB:54 Checked by Date ~07 +--------------------------------------------------------------------------- -----------------------------------------. : Rancho Community Church, Hwy 79 S.. Temecula Entire tributary area to eXisting RCa @ Jed Smith Rd. & Hwy 79. Reference study of RCe property drainage area dated Feb. 2005 +----------------------------------------------------------------------------------------------------------------------+ 100 - year frequency: -loglog Slope of I-D curve = .550 (i) 100-yr 1-hr 0= 1.3" (i), :======================================================================================================================: Node . :Elev. :SA:Soil:Oev".: A I : (RI): (ai) :acres: in/hr: Hydraul iC9 & Notes c :Qsub:Q tot:Slope;Process/Section: V : cfs : cf's : '/' : fps L : Tt : Tc ft. :min.: min.: :-------:-----:--:----:----:-----:-----:----;----;-----:-----:---------------:----:----;----:-----:--------------------; 101 : 1210:--:----:----:-----:-----:----;----: ,-----,---------------,----,----,----, " "" ,--------------------, , , :-------;-----: 1: BC: B; 0.18:4.224:.837:0.64;-----:.0125: Initial Area :0.38: 160:7.04:-----; 102 ; 1208;--:----:----;-----:-----:----:----: 0.64:-----:---------------:----:----:----; 7.04:--------------------: :-------:-----; 2: BC 8 3.90:3.593:.828:11.5:-----:.0152: 40'-Street ;2.77: 400:2.41;-----:Omax=0.37. Qav= 6.4: 6"CF 18"Gtr X-falls: .020 .017 2-sided flow 103 1202:--:----:----:-----:-----:----:----:12.23:-----:---------------:----:----:----: 9.45:--------------------; ------- ----- 3: 0 8 4.00:2.963;.847:10.0:-----: .0107; 40'-Street :3.15: 750:3.97:-----:0max=O.47' Qav= 17.3: 5"CF 18"Gtr X-fans: .020 .017 2-sided flow 104 1194;--:----:----:-----:-----:----:----:22.27:-----:---------------:----:----:----:13.42;--------------------: ;-------:-----: 4: 0 : 2.13:2.963:.847;5.35:-----: Add Subarea ;0.00:0.00:-----; 104 104 ;--:----:----:-----:-----:----:----;27.62:-----:---------------:----:----:----;13.42:--------------------: 1194:--:----;----:-----:-----:----:----: ,-----,---------------,----,----,----, " '" t ,--------------------, , , :-------:-----: 5' 0 '8 ;4.39: 280;1.06;-----:Omax=0.47' Oav= 28.8: 1.00;2.~41:.845:2.40:--~--:.0196; 40'-Street 6"CF 18"Gtr X-falls: .017 .017 2-sided flow 105 1188:--:----:----:-----:-----:----:----;30.02:-----:---------------:----:----:----:14.48:--------------------: 1189 : ~ :5.92: 300;0.85:-----: On=2.02' Q= 30.0 :-------:-----: 6: 0 1.30;2.754;.844:3.02:-----;.0050; 3S" pipe 8 106 ; 1188:--;----;----:-----:-----:----;----:33.04:-----;---------------:----:----;----~!5.32:--------------------; :--:..----:-----: 7: 0 8 :16.50:2.68S:.842;37.3;-----:.0050: 36" pipe ;5.78: 250:0.72:-----; on=2.26' Q= 33.0 : 107 : 1186;--:----:----:-----;-----;----:----:70.37:-----:---------------:----;----;----:16.04:--------------------: :-------:-~---: 8; 0 8 ;18.40:2.626:.841 :40.6:-----;.0050; 36" pipe :9.96: 400:0.67:-----: on=3.00' Q= 70.4 ; 108 : 1184:--:----:----;-----:-----:----:----:111.0:-----:---------------:----:----:----:16.71:--------------------: :-------:-----: 9: B 8 : 6.50:2.583:.783:13.1:-----;.0050: 36" pipe :15.7: 480:0.51:-----: On=3.00' 0=111.0 : 109 : 1182;--:----;----:-----:-----;----:----;124.2:-----:---------------;----:----;----:17.22:--------------------: ;-------:-----; o ;0.00;-----;.0050: 48" pipe :9.88; 340:0.57:-----; on=4.00' 0=124.2 : 110 ; 1180:--:----:----:-----:-----:----:--~-;124.2;-----i---------------:----::---:----;17.80:--------------------: :-------;-----:10: Be: 4 :65.48:2.437:.703: 112:-----:.0461:Uat. val. chan.:12.2: 980;1.34:-----: Q avg = 180.3 111 : 1135:--:----;----:-----:-----:----:----:235.4:-----:---------------:----;----:----:19.14;--------------------: :-------:-----:11:(66): 4 ;55.22:2.281:.713: 106:-----:.018B:Uat. val. chan.:9.02:1330;2.46:-----: Q avg = 289.3 112 ; 1110:--;----:----:-----:-----;----;----:342.3:-----;---------------:----:----;----:21.59:--------------------: ;-------:-----;12:(66): 4 ;31.13:2.189:.707:48.1:-----;.0185;~lat. val. chan.:9.5S: 970:1.67:-----; Q avg = 366.4 113 :. 1092;--:----;----:-----:-----:----:----:390.5:-----;---------------:----:----:----:23.27:--------------------: : ____n_: n___: 13: (66); 4 :67.41:2.0B6;.699:98.4:-n--:.018S:tlat. val. chan. :10.2:1300:2.12:-----: Q avg = 439.7 114 1058:--:----:----:-----;-----:----:----:488.8:-----:---------------;----;----:----:25.3~:--------------------: :-------:-----:14;(65); 4 :31.00:2.042:.696;44.1:-----:.0153:Nat. val. chan.:9.77: 590:1.01:-----; 0 avg = 510.9 115 1059:--;----:----:-----:-----;----:----:532.9;-----:---------------:----:----:----;26.40:--------------------: :======================================================================================================================: : oev.Type: 4= 2-1/2 Acre Lots 8= 5- 7 dwellings/acre :======================================================================================================================: 'Z-h I I I I I I I I I I I I I I I I I I I er Riverside County Rational Method Hydrology File: TEC\RCC\SANTORO Calc'd by JPN edited 02-12-2005 08:54 Checked by Page 2 Date :====================================================================~=================================================: Node . :Elev. :SA:Soil:Oev.: A I : (RI):(ai):acres:in/hr: c :Qsub:Q tot:Slope:Proces9/Sectton: V :cfs : efg : J I' :fps L : Tt : Tc : Hydraulics ft. :min.: min.: & Notes :-------:-----:--:----:----:-----:-----:----:----:-----:-----:---------------:----:----:----:-----:--------------------: :-------:-----:15: 0 Q avg = 550.3 B l23.04:2.007:.753:34.8:-----:.0373:Nat. val. chan.:15.6: 790:0.84:-----: 116 : 1030:--:----:----:-----:-----:----:----:567.7:-----:---------------:----:----:----:27.24:--------------------: :-------:-----:16: 0 4: 9.42:1.950:.750:13.8:-----:.0180:Nat. val. chan.:11.0: 970:1.47:-----: Q avg = 574.6 191 : 1012:--:----:----:-----:-----:----:----:581.5:-----:---------------:----:----:----:28.71:--------------------: : -------: -----: A tot= 346.6: :-----: ,-----, , , ,--,----,---~,-----,-----,----,----, " , , , , , , :~----:---------------:----:----:----: .--------------------, , , :-------:-----: l-----: :-----: New gt~eam . 2 201 ,--,----,----,-----,-----,----,----, " . , , , , , ,-----,---------------,----,----,----, " "', ,--------------------, , , :-------:-----: 1: :-----: : Use~ info ,-----, , , :-----: 191 :--:----:----:139.4:-----:----:----:312.8:-----:---------------:----:----:----:21.36:--------------------: : -------: -----: --: : ----- : :: -----: 191 Confluencing 2 streams Stream: Tc: I: Qpeak: x Ratio: = Qadj: 1 28,71 1.950 581.51. 2 21.36 2.294 312.80 11/12 265.86 Q confl = 847.37 cfs at Tc from 486.0 ac~es Stream" 1 = 28.71 min. 581. 51 + ,-------,-----, , , , :-----: : -----: 191 :--:----:----:486.0:-----:----:----:847.4:-----:---------------:----:----:----:28.71:--------------------: ,-------,-----, , , , A tot= 486.0: :-----: : -----: :--:----:----:-----:-----:----:----: '_____1_______________1____'____,____, " ,'" ,--------------------, , , :-------:-----:--:----:----:-----:-----:----:----:-----:-----:---------------:----:----:----:-----:--------------------: / ' ,Iff 0'1 ~(IJ v- 4$~ ,0 COC;],? ,27.8 180 ~1'{OI\'i ;:, I, i. % 1~ r!l6ri :======================================================================================================================: : Oev.Type: 4= 2-1/2 Acre Lots 8= 5- 7 dwellings/acr"e :======================================================================================================================: ~ 111 Rancho Community Church JPN 2-14-05 12 Ex. Rca under Hwy 79 @ Jed Smith Rd t upstream channel 13 Stations per Line A. file RCRCB3.W5P I Channel from RCC ISO 802.00 7,22 1 11.30 R 826.00 7.40 1 .014 JX 828.00 7,42 1 6 .014 IR 92),00 8,16 1 ,014 JX 930.00 8.18 1 7 .014 22.3 R 965.00 8,44 1 .014 ]X 967.00 8.45 1 6 ,014 15.0 IR 968.00 8.46 1 .014 WE 968.00 8,46 1 .800 JX 974,00 8.70 2 8 .030 262.9 lIS 1018,00 12,00 3 .030 IS 1028.00 13,00 5 .020 R 1112,00 16.00 5 .020 ISH 1112.00 16,00 5 CO 1 3 1 .01 5,00 20,00 .00 ,00 CO 2 1 0 .00 7.00 24.00 1.00 1.00 CD 3 1 0 .00 8,00 14.00 1.00 1.00 ICD 4 1 0 .00 1.00 10.00 6,00 6.00 CD 5 1 0 ,00 3.00 10.005,005.00 CD 6 4 0 ,0 2.0 ICD 7 4 0 .0 3,0 CO 8 1 0 ,0 5,0 o 595,0.0 3,3 5,0 3.0 3.0 I I I I I I I I I I I 8,91 9,17 9,96 12,5 18,00 ,00 .00 ,00 .00 ,00 C( .00 ,00 0 88.00 ,00 ,00 0 88,00 .00 ,00 0 45,00 .00 45.00 0 90.0 ,00 25_ I I CARD SECT CHN NO OF AVE PIER CODE NO TYPE PIERS WIDTH I I I I I I I I I I I I I I I I I FOS15P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING File: rcrcb3.WSP Study Date: 2-15- 7 Time: 10:29:14 HEIGHT 1 BASE IL IR INV Y(1) Y( 2) Y( 3) Y( 4) Y( 5) DIAMETER WIDTH DROP CD 1 3 1 .01 5,00 20,00 .00 .00 ,00 CD 2 1 0 .00 7.00 24,00 1.00 1.00 .00 CD 3 1 0 ,00 B.OO 14.00 1.00 1.00 .00 CD 4 1 0 .00 1.00 10,00 6.00 6,00 .00 CO 5 1 0 .00 3.00 10,00 5,00 5.00 .00 CD 6 4 2.00 CD 7 4 3,00 CD 8 1 0 .00 5.00 5.00 3,00 3,00 ,00 C'L PAGE Y(6) Y(7) Y(8) Y(9) Y(10) ~ I F 0 5 1.5 P PAGE NO 2 C3 WATER SURFACE PROFILE - ELEMENT CARO LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * I UIS OATA STATION INVERT SECT W S ELEV 802.00 7.22 1 11.30 ELEMENT NO 2 IS A REACH * * * I UIS OATA STATION INVERT 5ECT N RAOIU5 ANGLE ANG PT MAN H 826.00 7.40 1 .014 .00 .00 .00 0 ELEMENT NO 3 IS A JUNCTION * * * * * * * UIS OATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 I 828,00 7.42 1 6 0 ,014 3.3 .0 8.91 .00 88.00 .00 ELEMENT NO 4 IS A REACH * * * U/5 OATA 5TATION INVERT SECT N RAOIUS ANGLE ANG PT HAN H I 927 .00 8,16 I .014 ,00 .00 ,00 0 ELEMENT NO 5 IS A JUNCTION * * * * * * * UIS OATA STATION INVERT SECT LAT-I LAT-2 N 03 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 I 930.00 8.16 1 7 0 .014 22.3 ,0 9.17 ,00 88.00 .00 ELEMENT NO 6 IS A REACH * * * U/5 OATA STATION INVERT SECT N RAOIUS ANGLE ANG PT MAN H 965.00 6.44 1 .014 ,00 .00 .00 0 I ELEMENT NO 7 IS A JUNCTION * * * * * * * U/S OATA STATION INVERT SECT LAT-l LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 967,00 8.45 1 6 0 ,014 1S.0 .0 9.96 .00 45.00 .00 I ELEMENT NO 8 IS A REACH * * * U/S OATA STATION INVERT SECT N RAOIU5 ANGLE ANG PT MAN H 966.00 8,46 1 .014 .00 ,00 45,00 0 ELEMENT NO 9 IS A WALL ENTRANCE * I U/S OATA 5TATION INVERT SECT FP 968,00 8.46 1 .600 ELEMENT NO 10 IS A JUNCTION * * * * * * , I U/5 OATA STATION INVERT 5ECT LAT-l LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 974,00 8.70 2 8 0 ,030 262,9 .0 12,50 .00 90,00 ,00 I I I I I I I I I 2-1 I ELEMENT NO I ELEMENT NO I ELEMENT NO I ELEMENT NO I I I I I I I I I I I I I I I F 0 5 15 P WATER 5VRFACE PROFILE - ELEMENT CARO LISTING 11 IS A TRANSITION * * * VIS DATA STATION INVERT SECT N 1018,DO 12.0D 3 ,030 12 15 A TRANSlTlON * * * VIS DATA STATION INVERT SECT N 1028,00 13.00 S .020 13 IS A REACH * * * VIS DATA STATION INVERT SECT N 1112.00 16.00 S .020 14 IS A SYSTEH HEADWORKS * UIS DATA STATION INVERT SECT 1112.00 16,00 S * W S ELEV 18,00 PAGE NO 3 C4 RADIUS ANGLE ANG PT MAN H .00 ,00 .00 0 % I F0515P. CD Vers 4.0 PAGE C~ WATER SURFACE PROFILE LISTING File: rcrcb3.WSP Study Date: 1-15- 7 Time: 10:19: 14 I Rancho Community Church JPN 1-14-05 Ex, RCB under Hwy 79'@ Jed Smith Rd t upstream channel Stations per Line A. file RCRCB3,WSP I Channel from RCC I 5TATION INVERT OEPTH W.S. 0 VEL VEL ENERGY SUPER CRI1ICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD,EL, ELEV DEPTH OrA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR iitti;*:****;******:*****;tt;;*;**:*;**:*;:***********ttiti;:;tt;;;;;;;;;;;;t;;tt:t;;;;;::;;t;;;t;;t;;;t;tt;***t*ttttt****ttt**tt** I 801.00 7,11 3.341 10.562 898.5 13.45 2,809 13,371 .00 3.974 5.00 10.00 ,00 0,0 I 24,00 ,00750 .006238 .15 3.151 .00 816.00 7.40 3,389 10,789 898,5 13.26 1.731 13,520 ,00 3.974 5,00 10,00 .00 0,0 IJUNCT 5TR .01000 .006126 ,01 .00 818,00 7.42 3,338 10,758 895,2 13,41 1.795 13,553 ,00 3.965 5.00 20,00 ,00 0.0 I 42,91 ,00747 ,006089 .26 3.147 ,00 I 870.91 7.74 3.436 11.177 895,1 13.03 2,638 13.814 ,00 3.965 5,00 20,00 .00 0.0 36.14 ,00747 ,005480 .20 3.147 ,00 I 907.05 8.01 3,604 11.615 895.1 12.43 1.398 14,013 .00 3,965 5.00 20.00 ,00 0.0 15.75 .00747 .004801 .08 3.147 .00 I 912 .80 8.13 3,780 11. 908 895.2 11.85 2,180 14.088 ,00 3.965 5.00 20,00 ,00 0.0 I 4,10 ,00747 ,004108 ,02 3.147 .00 927 ,00 8,16 3,965 11,125 895,1 11,19 1.981 14.106 .00 3,965 5,00 20.00 .00 0,0 IJUNCT 5TR .00667 .003188 .01 .00 930,00 8.18 4.636 11.816 871,9 9.42 1.378 14.194 ,00 3.899 5,00 10,00 .00 0.0 I 16,19 ,00743 ,001611 ,04 3.098 .00 I 946,19 8.30 4.420 12.721 871.9 9.88 1.515 14,136 ,00 3,899 5,00 10.00 .00 0.0 12.l5 ,00743 ,001971 ,04 3,098 ,00 I 958.34 8,39 Ut5 . 12.605 871.9 10,36 1.667 14,271 .00 3.899 5.00 20.00 .00 0.0 6.66 .00743 ,003354 ,01 3.098 .00 I 965.00 8.44 4,043 12.483 871,9 10.80 1.812 14,294 ,00 3.899 5,00 10.00 ,00 0.0 IJUNCT STR .00500 ,0031 06 ,01 .00 I I ~q I F0515P. CD Vers 4,0 PAGE 2 C~ WATER SURFACE PROFILE LISTING File: rcrcb3.WSP Study Date: 2-15- 7 Time: 10:29:14 I Rancho Community Church JPN 2-14-0S Ex. RCB under Hwy 79 '@ Jed Smith Rd I upstream channel Stations per Line A. file RCRCB3.WSP / Channel from RCC I STATION INVERT DEPTH W,S, 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL, ELEV DEPTH DIA ID NO. PIER L/ELEH SO SF AVE HF NORM DEPTH ZR ti*tt*****;:*************************;*;****;;t;:*****tttttttl;t:t;;;;;;;;;;;;;;;;t;;;;;;;;;;;;ttt;;;;;;;;;;ttttttti*:*;:*;*:****** I 967,00 8,45 4.430 12,880 857.9 9.69 1. 457 14.337 ,00 3.854 5,00 20,00 ,00 0.0 I 1.00 .01000 .002686 0.00 2,756 .00 4,409 857,9 1.471 3.854 968.00 8.46 12.869 9.73 14.340 .00 5,00 20,00 .00 0,0 I WALL ENTRANCE ,00 968.00 8,46 4.418 12,878 857,9 9,71 1.464 lU42 ,00 3,852 5,00 20.00 .00 0 ,0 IJUNCT STR .04000 ,004684 ,03 ,00 I 974.00 8,70 5.709~ 595.0 3.51 .191 14.600 .00 2,S7S 7,00 24,00 1.00 0 ,0 .07500 aw Tll OL FoR t./ /JE A 1.00 TRANS STR 11018,00 12.00 2,205 14,205 595.0 16.65 U04 18,509 .00 3.S06 8.00 14.00 1.00 0 ,0 TRANS STR ,10000 .028409 ,28 1.00 I 1028,00 13.00 1.914 14.914 595.0 15.89 ),920 18,834 ,00 3,032 3.00 10.00 S,OO 0 .0 I 37.06 ,03571 .032483 1.20 1.881 5.00 1065.06 14.32 1.937 16,261 595.0 15,60 3.779 20.040 .00 3.032 3,00 10,00 5.00 0 .0 I 46.94 .03571 ,029731 1.40 1.881 S,OO 1112.00 16.00 2.000 18,000 595.0 14.88 3,436 21.436 ,00 3,032 3.00 10.00 S.OO 0 .0 I I I I I I I 1:0 111 Rancho Community Church I Bridgeport Line A (PARIIAL) 12 Ultimate 100-yr file RC16 13 by JPN 2-1S;-05 revised open channel thru Santoro lot ISO 983. 12,50 1 14,4 R 1220. 13.45 1 ,030 15 ,1245. 13.55 17 ,030 IR 1270. 13,6517 .030 15 1295. 13.75 1 ,030 R 1350. 13.95 1 .030 15 1350.1 13.96 18 .014 IR 1350.8 13.9718 .014 15 1353.8 13,98 1 .014 15 1356,8 15.59 2 ,014 I R 1376.8 15.76 2 .014 15 1388.8 15.B2 3' .030 R 1436,00 16.06 3 .030 JX 1438,0 16.07 3 4 ,030 20,5 IR 1800.00 17,87 3 .030 R 1858.00 18.16 3 .030 JX 1937,00 18,63 3 5 .030 IR 2192,00 19,83 3 .030 JX 2232.0020.0336 .030 R 2482.00 21.28 3 ,030 IJX 2522.00 21.48 3 6 .030 R 2780. 22.77 3 ,03 JX 2782. 22.78 3 11 .03 R 2987.00 23.81 3 .030 ISH 2987,0 23,81 3 CO 1 1 0 .00 5.0 5.0 3.0 3.0 CO 2 1 0 .00 3.0 10,0 5,0 5,0 ICD 3 1 0 .00 5,00 4.002.002.00 CD 4 2 0 .00 ,50 2,00 ,00 ,00 CD 5 1 0 .00 1.00 80.00 5,00 5,00 ICD 6 1 0 ,00 1.00 40,00 5.00 5.00 CD 7 4 0 ,00 5.25 .00 ,00 ,00 CD 8 4 0 .00 5.00 .00 .00 ,00 CD 9 4 0 .00 4,50 ,00 ,00 ,00 ICD 10 4 0 ,00 3.00 .00 ,00 .00 CD 11 4 0 ,00 2.00 ,00 ,00 ,00 CD 12 4 0 ,00 4.25 ,00 .00 .00 ICD 13 3 0 .00 5,0 4.25.0.0 CD 14 4 0 ,0 2,5 .0,0.0 CD 15 3 0 ,0 5.0 5.5.0 .0 ICD 16 4 0 ,0 1.5 .0,0,0 CD 17 1 0 .0 5.0 5.0 2.7 2.7 CD 18 1 3 1.0 1.8 5.0 3.0 3.0 Q 265.7,0 I I I I I 5.7 9,3 7,0 4.7 21.20 25.00 24.00 26.00 28,0 27.69 ,0 .0 .00 .00 .00 .00 ,00 .00 ,00 .00 ,00 .00 ,0 .0 .0 .0 .0 .0 DI 38.00 85,00 .00 45,00 74, 90.00 .00 90.00 .00 90.00 90, .00 3\ I I CARD SECT CHN NO OF AVE PIER CODE NO TYPE PIERS WIDTH I CD 1 1 0 ,00 CD 2 1 0 ,00 CD 3 1 0 ,00 CD 4 2 0 ,00 I CD S I 0 ,00 CD 6 1 0 ,00 CD 7 4 I CD 8 4 CD 9 4 CD 10 4 I CD 11 4 CD 12 4 CD 13 3 0 .00 CD 14 4 I CD IS 3 0 .00 CD 16 4 CD 17 1 0 .00 I CD 18 1 3 1.00 I I I I I I I I I I I PI JOS1SP WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE File: RC16.WSP Study Date: 2-16- 7 Time: 16:13:50 HEIGHT! BASE ZL ZR INV Y(l) Y(2) Y(3) Y(4) Y(S) Y(6) y(7) Y(8) Y(9) Y(10) DIAMETER 'WIDTH DROP S.DO 3.00 5,00 ,SO 1.00 LOO 5.25 5,00 4.50 3.00 2,00 US 5,00 US ,00 ,00 .00 2,SO 5.00 5.50 ,00 ,00 .00 1.50 5,00 5.00 2,70 2,70 .00 1.80 5,00 3,00 3,00 ,00 5.00 3,00 3,00 .00 10,00 5,00 5,00 .00 4.00 2,00 2.00 .00 2.00 .00 80.00 5,00 5.00 .00 40.00 5,00 5.00 ,00 ?:il-- I F 0 5 15 P PAGE NO 2 [;3 WATER SVRFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OVTLET * * i I VIS DATA STATION INVERT SECT W S ELEV 983,00 12,50 1 14.40 ELEMENT NO 2 IS A REACH * i * I VIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1220,00 13.45 1 ,030 .00 .00 .00 0 ELEMENT NO 3 IS A TRANSITION i i i VIS DATA STATION INVERT SECT N I 124S,00 13.55 17 .030 ELEMENT NO 4 IS A REACH i * i VIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MANH I 1270,00 13.6S 17 ,030 .00 ,00 ,00 0 ELEMENT NO 5 IS A TRANSITION * * i VIS DATA STATION INVERT SECT N I 129S.00 13.7S 1 ,030 ELEMENT NO 6 IS A REACH * * i VIS DATA STATION INVERT SECT N RADIVS ANGLE ANG PT MAN H 1350.00 13.95 1 .030 ,00 .00 .00 0 I ELEMENT NO 7 IS A TRANSITION i * i VIS DATA STATION INVERT SECT N 1350.10 13,96 18 .014 I ELEMENT NO 8 IS A REACH * * i VIS DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1350,80 13.97 18 ,014 .00 .00 .00 0 ELEMENT NO 9 IS A TRANSITION * i * I VIS DATA STATION INVERT SECT N 1353,80 13.98 1 ,014 ELEMENT NO 10 IS A TRANSITION i i * I UI5 DATA S T A TIDN INVERT SECT N 13S6.80 15.S9 2 ,014 ELEHENT NO 11 IS A REACH i i I VIS DATA S T A TIDN INVERT SECT N RADIUS ANGLE ANG PT HAN H 1376,80 15.76 2 .014 .00 .00 ,00 0 ELEHENT NO 12 IS A TRANSITION i * * VIS DATA STATION INVERT SECT N I 1388,80 15,82 3 ,030 ELEHENT NO 13 IS A REACH * i i VIS DATA STATION INVERT SECT N RAD IUS ANGLE ANG PT HAN H I 1436,00 16.06 3 ,030 38.00 .00 .00 0 ELEHENT NO 14 IS A JUNCTION * * * * , * * UIS DATA STATION INVERT SECT LAT-l LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 I 1438.00 16,07 3 4 0 .030 20.5 .0 21.20 .00 85.00 ,00 I I I I I ?:>~ I F 0 5 1 .5 P PAGE NO 3 P4 WATER SURFACE PROFILE - ELEHENT CARO LISTING ELEHENT NO 15 IS A REACH i i I U/5 OATA STATION INVERT SECT N RAOIUS ANGLE ANG PT HAN H 1800.00 1t,87 3 .030 .00 .00 .00 0 ELEHENT NO 16 IS A REACH i i i I U/S OATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 1858.00 18.16 3 ,030 45,00 74.00 .00 0 ELEHENT NO 17 IS A JUNCTION i i i i i i i U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 INVERT-4 PHI 3 PHI 4 I 1937.00 18,63 3 5 0 .030 5.7 ,0 25,00 .00 90.00 ,00 ELEHENT NO 18 IS A REACH i i i U/S DATA S T A TION INVERT SECT N RADIUS ANGLE ANG PT HAN H I 2192,00 19.83 3 .030 .00 ,00 ,00 0 ELEHENT NO 19 IS A JUNCTION i i i i i i i U/S DATA STATION INVERT SECT LAT-l LAT-2 N 03 04 [NVERT-3 INVERT-4 PHI 3 PHI 4 I 2232,00 20.03 3 6 0 .030 9,3 ,0 24.00 ,00 90,00 ,00 ELEHENT NO 20 IS A REACH i i i U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 2482.00 2L28 3 .030 .00 ,00 .00 0 I ELEMENT NO 21 15 A JUNCTION i i i i i i i U/5 DATA STATION [NVERT SECT LAT-! LAT-2 N 03 04 INVERT-3 INVERT-4 PH[ 3 PHI 4 2522,00 21.48 3 6 0 .030 7,0 .0 26.00 .00 90.00 .00 I ELEHENT NO 22 IS A REACH i i i U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT HAN H 2780,00 22.77 3 .030 .00 ,00 .00 O. ELEMENT NO 23 IS A JUNCTION i i i i i i i I U/5 DATA S T A TION INVERT SECT LAT-1 LAT-2 N 03 04 INVERT-3 [NVERT-4 PHI 3 PHI 4 2782.00 22.78 3 11 0 .030 4,7 ,0 28.00 ,00 90,00 .00 I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I ELEMENT NO ELEMENT NO F 0 5 15 P WATER SURFACE PROFILE - ELEMENT CARO LISTING 24 IS A REACH * * * . U/S Dm STATION INVERT SECT N 2987,00 23,81 3 ,030 25 IS A SYSTEM HEADWORKS * U/S DATA STATION INVERT SECT 2987.00 23,81 3 * W S ELEV 27,69 . PAGE NO 4 () j RADIUS ANGLE ANG PT MAN H ,00 ,00 .00 0 7-:> F0515P CD Vers 4,0 WATER SURFACE PROFILE LISTING File: RCI6,W5P Study Date: 2-16- 7 Time: 16:13:50 Rancho Community Church I Bridgeport Line A (PARTIAL) Ultimate 100-yr 'file RC16 by lPN 2-14-05 revised open channel thru Santoro lot I STATION INVERT DEPTH W,S, a VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD,EL. ELEV OEPTH DlA 10 NO, PIER L/ELEM 50 SF AVE HF NORM DEPTH ZR tttt**************************************************ttttl**************************************************ttt******************* I 963,00 12.50 2.959 15.459 I 963.76 12.50 3,046 15,549 I I I 992,07 12.54 3,227 15,763 9,65 .00401 11001.91 12.56 3.321 15,697 11016.66 12.64 3.417 16.060 29,26 .00401 11047,93 12.76 3.515 16,276 I 57.51 ,00401 I 114.56 ,00401 I I .76 ,00401 2,73 .00401 966,50 12.51 3.135 15.649 5.57 .00401 16,75 ,00401 1105.44 12.99 3,617 16.607 1220,00 ITRANS 5 TR 17,147 13,45 3.697 ,00400 I 1245,00 13.55 25,00 ,00400 I 1270.00 13.65 TRANS STR ,00400 I I I 3.641 .17.191 3.666 17.336 312,9 312,9 312.9 312.9 312,9 312.9 312.9 312.9 312,9 312,9 5.79 312.9 5.67 7,62 ,902 .010697 7,27 .620 .009410 6.93 .745 ,006276 6,61 ,67) ,007263 6.30 ,616 ,006406 6.00 ,560 ,005636 5.73 ,509 .004961 5.46 ,463 ,004423 5.26 .429 .004679 16.361 .01 16.369 ,03 16,395 .05 16,441 ,07 16.512 ,11 16.620 ,16 16.765 ,29 17,070 ,51 17,577 .12 ,00 2,959 3.736 .00 2.959 3.736 ,00 2,959 3.736 ,00 2,959 3.736 ,00 2,959 3.736 ,00 2.959 3,)36 ,00 2,959 3,736 ,00 2,959 3.736 .00 2.959 ,521 17.712 ,00 3,045 ,005011 .13 3.653 .499 17,636 ,00 3.045 .004241 .11 5,00 5,00 5.00 5,00 5,00 5,00 5,00 5.00 5.00 5.00 5.00 PAGE D~ 5.00 3,00 o ,0 3,00 5,00 3,00 o .0 3.00 5,00 3.00 0 .0 3,00 5,00 3,00 o .0 3.00 5.00 3.00 0 ,0 3,00 5.00 3.00 o .0 3.00 5.00 3.00 ,0 o 3.00 5.00 3,00 o ,0 3,00 5.00 3.00 0 3.00 5.00 2,70 0 2.70 5.00 2.70 0 2.70 .0 .0 ,0 ~ I F0515P. CD Ver s 4.0 PAGE 2 rr, WATER SURFACE PROFILE lISTING File: RCI6,WSP Study Date: 2-16- 7 Time: 16: 13:50 I Rancho Community Church / Bridgeport line A (PARTIAL) Ultimate 100-yr file RC16 by JPN 2-14-05 revised open channel thru Santoro lot I STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGTI BASEl Zl NO AVBPR ElEV OF FLOW ElEV HEAD GRD,El, ElEV DEPTH DIA ID NO, PIER l/ElEM SO SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** I 1295.00 13.75 3.B22 17.572 312.9 4,97 .3B4 17.956 ,00 2.959 5.00 5,00 3.00 0 .0 I 41. 93 .00364 .003618 .15 3,817 3.00 17.723 1336.93 13,90 3,820 312.9 4,98 .384 18,107 .00 2.959 5.00 5,00 3,00 0 .0 IHYDRAULIC JUMP 3,00 1336,93 13.90 2.220 16.122 312.9 12.09 2,270 18,392 ,00 2,959 5,00 5.00 3.00 0 ,0 I ,62 .00364 ,039854 ,02 3,817 3.00 I 1337,56 13.90 2.212 16.117 312.9 12.15 2.294 18.411 ,00 2.959 5.00 5.00 3.00 0 ,0 4.15 .00364 ' .042906 .18 3.817 3.00 I 1341.71 13,92 2,146 16.066 312,9 12.75 2,524 18,5B9 ,00 2,959 5.00 5,00 3.00 0 .0 4.16 .00364 ,048821 ,20 3.817 3,00 I 1345,B7 13,93 2.081 16.016 312.9 13.37 2,776 18.792 .00 2.959 5.00 5.00 3.00 0 .0 I 4.13 .00364 ,055557 ,23 3,817 3.00 1350.00 13.95 2.018 15,968 312.9 14.02 3,054 19.022 .00 2.959 5.00 5.00 3,00 0 ,0 I TRANS 5 TR .10003 ,017659 0.00 3.00 1350.10 13.96 2.529 16,4B9 312.9 12,90 2,5B5 19.074 .00 3.366 1.80 5,00 3.00 3 1.0 I .70 .01428 ,022485 .02 2.782 3,00 1350.80 13.97 2.527 16,497 312,9 12,92 2,593 19.090 ,00 3,366 1.80 5.00 3.00 3 1.0 I TRANS STR .00333 .018622 ,06 3.00 I 1353,80 13.98 1.955 '15,935 312,9 14.73 3,368 19,303 .00 2.959 5,00 5.00 3,00 0 .0 TRANS 5TR .53667 .014081 ,04 3,00 I 1356.80 15,59 L457 17.047 312,9 12,42 2,395 19,442 ,00 2.193 3.00 10.00 5,00 0 ,0 20.00 .00850 ,013996 .28 1.636 5,00 I I I :b1 F0515P. CD Vers 4,0 WATER SURFACE PROFILE LISTING File: RCI6.WSP Study Date: 1-16- 7 Time: 16:13:50 Rancho Community Church I Bridgeport Line A (PARTIAL) Ultimate 100-yr file RC16 by JPN 2-14-05 revised open channel thru Santoro lot I STATION INVERT DEPTH W.5, a VEL VEL ENERGY SUPER CRITICAL HGTI BASEl ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD ,EL, ELEV OEPTH DIA ro NO. PIER L/ELEM 50 SF AVE HF NORM DEPTH ZR ill;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;ill;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;ill;;;;;;;;;;;;;;;;;;;; 11858.00 18.16 4.057 22,217 192,4 5.95 .550 22,767 ,00 3.353 5,00 4,00 1,00 0 .0 I I rUNCT STR 1937,00 I 211.16 I 2148.16 43,84 2192.00 IJUNCT STR I 2232.00 I I 111.62 2343.62 138,38 1482,00 rUNCI STR 2522.00 I 191.41 I 2713.42 66 ,58 I 2780.00 JUNCT STR I 2782.00 I I I 205.00 .00595 18.63 ,00471 19.61 ,00471 19,83 ,00500 20,03 .00500 20.59 ,00500 11.28 ,00500 21.48 ,00500 22,44 ,00500 12,77 ,00500 22.78 ,00502 .005033 4.004 22,634 286.7 5.96 ,552 ,004889 4.073 13.697 286,7 5.80 .522 ,004695 4.073 13.903 286,7 5,80 ,522 .004400 4,141 14.171 277 .4 5.45 .462 .004371 4.014 14.613 5.71 .508 277 .4 .004788 3.973 25.253 277 .4 5.85 .531 .004641 4.037 25.517 170.4 5.55 .478 ,004655 3.923 16.360 170.4 5.81 ,516 .004961 3.919.16,689 170,4 5,83 ,527 ,004727 3.980 26,760 165,7 5.58 .484 ,004748 Ti-l/E R{:;VlAt0/JE.F', Or THE' 7, 23-04-- Of( It; If'JA&'f:: yrvf) Y . .40 23.186 .00 3.311 1.03 4,073 24.218 .00 3.311 .21 4.073 24.425 ,00 3.311 .18 24,633 ,00 3.268 ,49 3,959 15.121 .00 3.268 ,66 3.959 15,783 .00 3,268 ,19 15.995 ,00 3.227 .89 3,914 26.886 ,00 3,227 .33 3.914 27.217 .00 3,217 .01 27.244 .00 3,200 .97 3,879 ^ UNA{ ;l- 7Xflt:.-S l~~ PAGE 4 DC{ 2.00 5.00 4,00 2.00 0 ,0 1,00 5.00 4.00 1.00 0 ,0 1.00 5,00 4,00 2.00 0 .0 1.00 5.00 4.00 2,00 0 .0 2.00 5,00 4,00 1.00 0 ,0 2,00 5,00 4,00 2,00 0 ,0 2.00 5.00 4,00 1.00 0 .0 2.00 5,00 4,00 1,00 0 .0 1.00 5.00 4.00 1,00 0 .0 1,00 5.00 4,00 1.00 0 .0 2.00 THC' I~ /}/f) 17'0 /: I 1/ I H I~. 1 'I - ---:::.:; /. I I /~ \ I ' \ I I I( I~-- I I I ~" C::C: SCALE: 1"=100' - I I I I I I . I DRAINAGE MAP ON-SITE PROPOSE CONDI1l0N ~ DRAINAGE REPORT SUPPl.EI.1ENT FEB, 16. 2005 I RECEIVED I FEB 2 3 2005 CITY OF TEMECULA I ENGINEERING DEPARTMENT . I I I I I I I I I I I I I I I I / . ,