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HomeMy WebLinkAboutTract 16352 DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 15.51 FLOW VELOCITY(FEET /SEC.) = 3.73 DEPTH *VELOCITY(FT *FT /SEC.) = 1.46 LONGEST FLOWPATH FROM NODE 60.00 TO NODE 62.00 = 610.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 2.50 TC(MIN.) = 11.14 EFFECTIVE AREA(ACRES) = 2.50 AREA - AVERAGED Fm(INCH /HR)= 0.59 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA- AVERAGED Ap = 0.60 PEAK FLOW RATE(CFS) = 7.95 END OF RATIONAL METHOD ANALYSIS 11/07/02 Q -58 T MADOLE & ASSOCIATES, INC. Job 692 -1657 I Civil Engineers -Land nners Sheet No. of 10601 Church Street Suite Surveyors Pla 107 Calculated by: MJG Date 10/21/2002 Rancho Cucamonga, CA 91730 Checked by: MJG Date 10/21/2002 (909)948 -1311 fax948 -8464 Scale HEMLOCK AVE FULL STREET FLOW CALCULATION 1-- Description: 5 - - € . - . - 6 k7 / Condition: Street R/O/W = 50 ft, Curb -Curb = 40 ft, Curb Height = 6 in, Crossfall - 0.016 ft/ft Curb Geometry: Batter = 0.125', Gutter Width = 1.5', Hike = 0.125', Lip = 0.03125' Parkway Width /Slope /Mannings N = 5' / 0.02 / 0.025, Street Mannings N = 0.015 Street Cross - section Diagram 0.70 0.60 0760 0.59 0.50 0.40 0.30 - fi 0.16 0.15 0.20 - 0.10 0.13 0.12 0.00 -0.01 0.00 t �. -0.10 0�0 10.00 20.00 30.00 40.00 50.00 60 00 x a Standard Flow Conditions (cfs) Flow to Crown (d= 0.45ft) Flow to Curbs (d= 0.49375ft) Flow to R/O/W (d= 0.59375ft) Slope Left Right Total Left Right Total Left Right Total 0.0100 9.5 9.5 19.1 14.1 14.1 28.2 27.9 27.9 55.8 . 0.0080 8.5 8.5 17.1 12.6 12.6 25.2 24.9 24.9 49.9 t. ,-4 0.0108 9.9 9.9 19.8 14.7 14.7 (29,1-= 29.0 29.0 58.0 0.0120 10.5 10.5 20.9 15.5 15.5 30.9 30.5 30.5 61.1 0.0150 11.7 11.7 23.4 17.3 17.3 34.6 34.2 34.2 68.3 .,--7- 0.02 13.5 13.5 27.0 20.0 20.0 39. 39.4 39.4 78.9 1 0.025 15.1 15.1 30.2 22.3 22.3 44.6 44.1 44.1 88.2 ;` 0.05 21.3 21.3 42.7 31.5 31.5 63.1 62.3 62.3 124.7 `": Flow Depth at Flow Rate (ft) (ft) Slope Q Left side Right side Slope Q Left side Right side ft/ft cfs (ft) (ft) Condition ft/ft cfs (ft) (ft) Condition 0.0050 0.0120 0.0050 0.0120 0.0050 0.0120 0.0050 0.0200 0.0100 0.0200 0.0100 0.0250 " >' 0.0100 0.0250 _ e.. ......... ...... .. wa..,_ . ��. ". ._ �W:. . sip I MADOLE & ASSOCIATES, INC. Civil E o larers ( Rancho Cucamonga, CA 91730 Job CalcSulhaetedet Nby: o of : MJG JG Checked by: MJG 692-1657 Date 10/21/2002 Date 10/21/2002 (909)948-1311 fax948-8464 Scale EDELWIS AVE FULL STREET FLOW CALCULATION Description: ,.. 7/ -- 7._ Condition: Street R/ONV = 50 ft, Curb-Curb = 40 ft, Curb Height = 6 in, Crossfall = 0.02 ft/ft Curb Geometry: Batter = 0.125', Gutter Width = 1.5, Hike = 0.125', Lip = 0.03125' Parkway Width/Slope/Mannings N = 5' / 0.02 / 0.025, Street Mannings N = 0.015 Street Cross-section Diagram i 0.70 - 0.60 0760- 0.60 k^ 0.50 0:547 :... .7... : _7 : .: :2. .....:..L .77- . ....._ 7... 1 0 0.40 0.30 z 0.20 0.1. 0.16 .. .., 0.10 0.13 0.13 0.00 0.00 0.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 1 L --..........=;.-.....-......,1,Z..... - - - Y' - '-''' '-' - -' . -- - - ««.. '' ' -. : ' ' -' .............m.',....4-:.,:'......... 1‘....... ,;‘,.4:, Standard Flow Conditions .,. (cfs) Flow to Crown (d=0.53ft) Flow to Curbs (d=0.5ft) Flow to R/O/W (d=0.6ft) Slope Left Right Total Left Right Left Right Total -. ---- 0.0050 10.3 10.3 20.6 8.4 8.4 16.8 16.8 16.8 33.7 0.0100 14.6 14.6 29.2 11.9 11.9 23.8 23.8 23.8 47.7 0.0108 15.2 15.2 30.3 12.3 12.3 24.7 24.8 24.8 49.5 0.0120 16.0 16.0 32.0 13.0 13.0 26.0 26.1 26.1 52.2 0.0150 17.9 17.9 35.7 14.5 14.5 29.1 29.2 29.2 58.4 .. 0.02 20.6 20.6 41.3 16.8 16.8 33.6 33.7 33.7 67.4 0.025 23.1 23.1 46.1 18.8 18.8 37.6 37.7 37.7 75.3 0.05 32.6 32.6 65.3 26.6 26.6 53.1 53.3 53.3 106.6 :- „,..-.4.--7,....,..„7.4-,,......,,,,...z......,,,:urg,401:1,1kgz-Zi.--- ,....,:o , .,..z.a...,-a....n.,z.,..t.;‘..A... -- .‘ -*•• ---- 1 Flow Depth at Flow Rate (ft) (ft) Slope Q Left side Right side Slope Q Left side Right side ft/ft cfs (ft) (ft) Condition ft/ft cfs (ft) (ft) Condition 1„ 0.0050 0.0120 0.0050 • 0.0120 0.0050 0.0120 0.0050 0.0200 =, 0.0100 0.0200 0.0100 0.0250 0.0100 0.0250 ...-. - ......„. .- ..,.,,,-„-, - - - lif ( MADOLE & ASSOCIATES, INC. Job 692-1657 Civil Engineers-Land Church Street Suite 107 Calculated Surveyors-Planners Sheet No. Nby: o of 10601 : MJG JG Date 10/21/2002 Rancho Cucamonga, CA 91730 Checked by: MJG Date 10/21/2002 (909)948-1311 fax948-8464 Scale MILLER AVE FULL STREET FLOW CALCULATION IF Description: / e' C i / C ' -? 3 Condition: Street R/O/VV = 64 ft, Curb-Curb = 40 ft, Curb Height = 8 in, Crossfall = 0.0267 ft/ft Curb Geometry: Batter = 0.17', Gutter Width = 1.5', Hike = 0.125', Lip = 0.03125' Parkway Width/Slope/Mannings N = 12' / 0.02 / 0.025, Street Mannings N = 0.015 Street Cross-section Diagram 1.00 - I 0.90 0 0.91 0.80 0.7o 0.50 0.40 0.30 0.1. 1.16 0.20 0.10 - 0.13 0.13 0.00 0.00 0.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 -- Standard Flow Conditions (cfs) Flow to Crown (d=0.65ft) Flow to Curbs (d=0.67ft) Flow to R/O/W (d=0.91ft) Slope Left Right Total Left Right Total Left Right Total - A* 0.0100 22.0 22.0 44.0 25.3 25.3 1....., 71.2 71.2 142.5 0.0080 19.7 19.7 39.3 22.6 22.6 45.3 63.7 63.7 127.4 0.0100 22.0 22.0 44.0 25.3 25.3 0.6 71.2 71.2 142.5 0.0120 24.1 24.1 482 27.7 27.7 55.5 78.0 78.0 156.1 K, 0.0150 26.9 26.9 53.9 31.0 31.0 62.0 87.2 87.2 174.5 0.02 31.1 31.1 62.2 35.8 35.8 71.6 100.7 100.7 201.5 0.025 34.8 34.8 69.5 40.0 40.0 80.1 112.6 112.6 225.3 0.05 49.2 49.2 98.3 56.6 56.6 113.2 159.3 159.3 318.6 ,.. _ ..., ..........,,.......------ - 4....-4.--, 4,,,...,.....tdcz.,--.L.1.-..-",.,,.....,..-x..... , ...., ,,,...............d..-,.............d.,4,daw.t,',g,-.,At.' Flow Depth at Flow Rate (ft) (ft) Slope Q Left side Right side Slope Q Left side Right side fUft cfs (ft) (ft) Condition ft/ft cfs (ft) (ft) Condition 0.0050 0.0120 ., 0.0050 0.0120 .. 0.0050 0.0120 0.0050 0.0200 0.0100 0.0200 0.0100 0.0250 0.0100 0.0250 ?,!: