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HomeMy WebLinkAboutParcel Map 31144 Drainage ReportDrainage Report Parcel Map No. 31144 Temecula. CA Prepared By. TerraCivil Consultants Michael A. Medofer 42690 Rio Nedo Suite 'A' Temecula, CA 92590 909-587-0571 phone 909-587-0572 fax RECEIVED AUG 0 6 MPH CITY OF TEMECULA ENGINEERING DEPARTMENT r m m v N RCFC a RATIONAL PROJECT �rGel M"P �x�s�ha C W C D >-IYDROLOGY NIANUAL METHOD CALCULATION FORM AUo, 31144 on di j�iQn� FREQUENCYSOD 21Z Sheet No., of _Sheets Calculated by _(� Ike /Vied 4e�K 8�G/03 C h a e Iced by ---- -------Rry%-r-- DRAINAGE AREA � [ate® •• ®� �.�� OEM �®� ©, Iffmmmmm �mmmm �mmmmm ( IL R C FC 81 W C D FHYDROLOGY 1\/IANUAL RATIONAL MEvTHOD CALCULATION FORM sheet No._ of _sheets PROJECT ,Trce! /4p /�o, 3/1 > Colculafed Dy "1.-- MPS --I ?"v�ra' KA roPosed arja/i7wr�s FREQUENCY IZV year rh&cked hv-—— --- --- --Rr --- DRAINAGE AREA i ,ME—mom REMARKS 1 mommmmmm -0 W®== ® ®� IIIIIIIIIIIIIIIII[__-_-__ 0 80 160 240 7 hydrology Map 'arcel Map No. 31144 :xisting Conditions •epared By. chael A. Medofer ,E 47604 0 50 160 240 iydrology Map 'arcel Map No. 31144 Imposed Conditions •epared By. ichael A. Medofer :.E 47604 J 1-4 Reference: Bibliography item No. 35. R C F C a W C D TIME OF CONCENTF HYDROLOGY MANUAL cno w1TIAl CI IRC PLATE D-3 Tc' LIMITATIONS:. L 100 I. Maximum length =1000' Tc 1000 90 2. Maximum area = 10 Acres 5- -900 BO a 70 Fi 6 �f 600 v o aoo a�.s c 300 700 60 o 200 , j7 c F 100 600 C 50 80 0 0 6 i > c - v 40 l E 30 / a 0 v a c 20 9 500 o 3 35 ,dam 10 ai e 10 o f CL 1 3 U- K .0 (I) I I ? c 400: 30 Undeveloped 12 a Good Cover N m 350 a 25 undeveloped 0 ieo g o c Fair, -Cover 6 14 e 300 Em Undeveloped Zl 15 c 9 p c / Poor Cover .2—.z 16 c `Lo Single Family / e_mo j 17 50 12 7 (1/4 Acre) mm v cf16C444j"' / 0 ommerco 20-- tEc-' (P C $ 200 13 d 3 12 T) c4 11 y 25 v c KEY 150 9 L -H Tc -K -Tc c 0 30— i- EXAMPLE: EXAMPLE: F 7 (1) L =550', H =5.0, K = Single Family(1/4 Ac.) 35 Development , Tc = 12.6 min. 6 (2) L=550, H=5.0', K=Commercial 40 100 Development , Tc = 9.7 min. 5 1-4 Reference: Bibliography item No. 35. R C F C a W C D TIME OF CONCENTF HYDROLOGY MANUAL cno w1TIAl CI IRC PLATE D-3 i 0 m C7 A _ A LON1 MVRRfETa t RANCHO � TF MC CULB CALIFORNIA RAINFALL INTENSITY -INCHES SPRINGS PER HOUR PEPRIS VALLEY DURATION FREQUENCY DURATION FREQUENCY DURATION FREQUENCY DURATION FREQUENCY DURATION FREQUENCY MINUTES MINUTES MINUTES MINUTES v� A MINUTES 10 100 10 100 10 100 10 /00 10 100 YEAR YEAR YEAR TE aR YEAR YEAR YEAR YEAR YEAR YEAR S 2. e1 1.18 4 J.14 5.10 5 2.71 ♦.l6 5 1.23 6.76 4 2.61 3.70 6 2.58 1.07 6 3.12 ♦.61 6 2.57 7.79 0 7. B0 6.OB 6 2.11 7.16 7 2.J7 3.T4 7 2. e1 1.2a 7 2.N 3.51 7 3.18 5.56 7 2.21 )•21 B 2.21 7.19 B 2.67 7,9♦ B GA) � 3.29 B 7.22 5.15 8 2.09 ).01 9 2.0e 3.28 9 2.50 3.69 9 2.01 3.10 9 3.01 4.81 9 1.98 2.e1 10 1.96 3.10 IO 2.76 3.18 IO 1,96 2.91 �71s 2.s3 1.52 10 1.08 2.69 11 1.87 2.95 II 2.21 3.30 11 1.91 2.80 11 2.67 1.28 Il 1.79 2.57 12 1.78 2.82 12 2.13 3.14 12 1.79 2.6e 12 2.51 1.07 12 ,1.72 D 13 1.71 2.70 13 2.01 7.01 IJ 1.12 2,5e 13 2.0 3.86 IJ 1.65 2.37 L. l.e♦ 2.60 11 1.96 2.e9 14 1.6e 2.18 14 2.33 7.72 14 1.59 2.29 IS 3.50 2.50 IS 1.e9 2. 79 IS 1.60 2.10 15 2.23 3.58 l5 1.54 2.21 16 1.53 2.42 16 1.82 2.69 16 1.55 �v 16 2.15 3.14 16 1.19 2.14 17 t•ae 2.31 IT 1.T6 2.60 17 1.50 2.25 11 2.Oe b 1T 1.15 2.0e IB 1.11 2.27 is 1. T1 2.52 Is 1.16 2.19 18 2.01 3.22 IB 1.11 2.02 19 1.10 2.21 19 1.66 2.15 19 1.12 2.17 19 1.95 3.12 19 1.77 1.97 20 1.36 r 20 1.61 2.38 20 1.79 2.0e 20 1.89 7.03 20 1.71 1.92 22 1.29 2.01 22 1.57 2.26 22 1.32 1.98 22 1.79 2.86 22 1.2e 1.e7 24 1.21 1.95 24 1.16 2.15 21 1.26 1.90 21 1.70 2.72 21 1.22 1.73 26 1.10 1.87 26 - 1.79 2.06 26 1.22 1•e2 26 1.62 2.60 26 1.18 1.69 28 1.11 1.80 2e 1.34 1.98 28 1.17 1.76 28 1.56 2.19 28 1.17 1.6 JO 1.10 1.77 70 1.29 1.911 JO 1.17 1.70 30 1.19 2.79 JO 1.70 1.5 32 1.06 1.6T ]2 1.21 1.81 72 1.10 1.61 J2 1.11 2.30 72 1.06 1.5 Jt 1.03 1.62 31 1.20 1.70 J1 1.06 i•59 31 1.39 2.22 71 I.OJ 1.1 36 1.00 1.57 76 1.17 1.72 76 1.07 1.55 76 1.31 2.15 76 1.00 1.1 38 .97 1.53 JD 1.13 1.67 ]e 1.01 1.51 le 1.30 2.09 ]B .9e 1.1 10 .91 1.19 10 1.10 1.62 10 .9e 1.1T 10 1.27 2.02 10 .9S 1.7 ♦S .e9 1.10 15 1.0J 1.52 15 .92 1•J9 ♦S 1.19 1.89 15 .00 1.2 SO .e1 1.32 SO .97 1.11 SO .98 1.31 50 1.11 1.78 SO .eS 1.2 55 .80 1.26 55 .92 I.36 55 .e1 1.25 54 1.05 1.68 SS .01 1.1 60 .76 1.20 60 .Be I.10 60 7 1.20 60 1.00 1.60 60 .TB 1.1 6S .73 1.15 05 .Ba 1.21 65 .7T 1•Is 64 7 Ls] 05 - .75 1.0 70 .70 1.11 70 .01 1.19 70 .71 1•11 70 •91 1.16 70 2 1.0 _ Z .6e 1.07 74 .7e 1.15 75 .T2 1.07 75 .88 1.11 75 .70 1.0 e0 e 1.03 e0 .74 1.11 e0 .69 1.01 BO .85 1.35 00 .60 .9 e5 .6J 1.00 BS .73 1.07 e4 .6T 1,01 85 .B2 1.31 05 .66 .9 SLOPE ` .530 SLOPE .550 SLOPE • .500 0 n m c z 7 .� Cn 9 _� 2 7 -� 2 Z e 0 O D D 4 _ z M IR1 LON1 MVRRfETa t RANCHO � TF MC CULB CALIFORNIA NORCO PALM SPRINGS PEPRIS VALLEY DURATION FREQUENCY DURATION FREQUENCY DURATION FREQUENCY DURATION FREQUENCY DURATION FREQUENCY MINUTES MINUTES MINUTES MINUTES MINUTES 10 100 10 100 10 100 10 /00 10 100 YEAR YEAR YEAR TE aR YEAR YEAR YEAR YEAR YEAR YEAR S 2. e1 1.18 4 J.14 5.10 5 2.71 ♦.l6 5 1.23 6.76 4 2.61 3.70 6 2.58 1.07 6 3.12 ♦.61 6 2.57 7.79 0 7. B0 6.OB 6 2.11 7.16 7 2.J7 3.T4 7 2. e1 1.2a 7 2.N 3.51 7 3.18 5.56 7 2.21 )•21 B 2.21 7.19 B 2.67 7,9♦ B 2.19 3.29 B 7.22 5.15 8 2.09 ).01 9 2.0e 3.28 9 2.50 3.69 9 2.01 3.10 9 3.01 4.81 9 1.98 2.e1 10 1.96 3.10 IO 2.76 3.18 IO 1,96 2.91 10 2.s3 1.52 10 1.08 2.69 11 1.87 2.95 II 2.21 3.30 11 1.91 2.80 11 2.67 1.28 Il 1.79 2.57 12 1.78 2.82 12 2.13 3.14 12 1.79 2.6e 12 2.51 1.07 12 ,1.72 2.1e 13 1.71 2.70 13 2.01 7.01 IJ 1.12 2,5e 13 2.0 3.86 IJ 1.65 2.37 L. l.e♦ 2.60 11 1.96 2.e9 14 1.6e 2.18 14 2.33 7.72 14 1.59 2.29 IS 3.50 2.50 IS 1.e9 2. 79 IS 1.60 2.10 15 2.23 3.58 l5 1.54 2.21 16 1.53 2.42 16 1.82 2.69 16 1.55 2.72 16 2.15 3.14 16 1.19 2.14 17 t•ae 2.31 IT 1.T6 2.60 17 1.50 2.25 11 2.Oe 3.32 1T 1.15 2.0e IB 1.11 2.27 is 1. T1 2.52 Is 1.16 2.19 18 2.01 3.22 IB 1.11 2.02 19 1.10 2.21 19 1.66 2.15 19 1.12 2.17 19 1.95 3.12 19 1.77 1.97 20 1.36 2.15 20 1.61 2.38 20 1.79 2.0e 20 1.89 7.03 20 1.71 1.92 22 1.29 2.01 22 1.57 2.26 22 1.32 1.98 22 1.79 2.86 22 1.2e 1.e7 24 1.21 1.95 24 1.16 2.15 21 1.26 1.90 21 1.70 2.72 21 1.22 1.73 26 1.10 1.87 26 - 1.79 2.06 26 1.22 1•e2 26 1.62 2.60 26 1.18 1.69 28 1.11 1.80 2e 1.34 1.98 28 1.17 1.76 28 1.56 2.19 28 1.17 1.6 JO 1.10 1.77 70 1.29 1.911 JO 1.17 1.70 30 1.19 2.79 JO 1.70 1.5 32 1.06 1.6T ]2 1.21 1.81 72 1.10 1.61 J2 1.11 2.30 72 1.06 1.5 Jt 1.03 1.62 31 1.20 1.70 J1 1.06 i•59 31 1.39 2.22 71 I.OJ 1.1 36 1.00 1.57 76 1.17 1.72 76 1.07 1.55 76 1.31 2.15 76 1.00 1.1 38 .97 1.53 JD 1.13 1.67 ]e 1.01 1.51 le 1.30 2.09 ]B .9e 1.1 10 .91 1.19 10 1.10 1.62 10 .9e 1.1T 10 1.27 2.02 10 .9S 1.7 ♦S .e9 1.10 15 1.0J 1.52 15 .92 1•J9 ♦S 1.19 1.89 15 .00 1.2 SO .e1 1.32 SO .97 1.11 SO .98 1.31 50 1.11 1.78 SO .eS 1.2 55 .80 1.26 55 .92 I.36 55 .e1 1.25 54 1.05 1.68 SS .01 1.1 60 .76 1.20 60 .Be I.10 60 .BO 1.20 60 1.00 1.60 60 .TB 1.1 6S .73 1.15 05 .Ba 1.21 65 .7T 1•Is 64 .95 Ls] 05 - .75 1.0 70 .70 1.11 70 .01 1.19 70 .71 1•11 70 •91 1.16 70 .tt 1.0 75 .6e 1.07 74 .7e 1.15 75 .T2 1.07 75 .88 1.11 75 .70 1.0 e0 .64 1.03 e0 .74 1.11 e0 .69 1.01 BO .85 1.35 00 .60 .9 e5 .6J 1.00 BS .73 1.07 e4 .6T 1,01 85 .B2 1.31 05 .66 .9 SLOPE ` .530 SLOPE .550 SLOPE • .500 SLOPE .580 SLOPE • .190 O► tmpkl.txt Manning Pipe Calculator Given Input Data: Shape ........................... Circular Solving for ..................... Flowrate Diameter ........................ 1.0000 ft Depth ........................... 1.0000 ft Slope ........................... 0.1500 ft/ft Manning's n ..................... 0.0130 Computed Results: Flowrate ........................ 13.7987 cfs Area ............................ 0.7854 ft2 Wetted Area ..................... 0.7854 ft2 Wetted Perimeter ................ 3.1416 ft Perimeter ....................... 3.1416 ft Velocity ........................ 17.5690 fps Hydraulic Radius ................ 0.2500 ft Percent Full .................... 100.0000 8 Full flow Flowrate .............. 13.7987 cfs Full flow velocity .............. 17.5690 fps Page 1