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Valley Blvd Storm Drain
is PI r HYDRAULIC ANALYSIS se of the VALLEY BOULEVARD STORM DRAIN .i in the PALMETTO MASTER DRAINAGE AREA CITY OF FONTANA, CALIFORNIA PREPARED FOR: KAISER PERMANENTE MEDICAL CENTER CITY OF FONTANA, CALIFORNIA Yl. BSI CONSULTANTS, INC. PREPARED BY: WAGNER PACIFIC, INC. R E C E I V E D 201 E. YORBA LINDA BLVD. PLACENTIA, CA 92670 MAR 1 t 199? (714) 993 -4500 PL N Q 1ECK V MARCH 1992 f � � � ``o oPN E /p Wagner No. R.C.E. 34751 Pacific n Exp. -�''r be vt N C G R G G R P i E G V � ( IV CIVIL ENGINEERS S U R V E Y O R S l.� 352 -05 -90 9 410 it 201 EAST YORBA LINDA BLVD. PLACENTIA, CA 92670 -3418 714 993-4500 FAX 714 993 -6837. 4 " � p March 11, 1992 Job No. 352- 05- 90_ -•. Wagner Pacific Mr. Edgar Casasola fic Associate Engineer CIVIL ENGINEERS 4 1 1 1 City of Fontana S U R V E Y O R S 8353 Sierra Avenue Fontana, CA 92335 RE: Valley Boulevard Storm Drain A. Dear Mr. Casasola: ww We are pleased to resubmit the Valley Boulevard storm drain improvement plans and hydraulic analysis, which is part of the "Master Hydrology Study of the Palmetto Master Drainage Area" in the City of Fontana, California. We have reviewed BSI Consultants' comments and have revised the plans and responded to their comments accordingly. Please note that the junction structure to the Caltrans I -10 Channel has been revised to a 30° confluence as required by Caltrans. Thank you for your attention to this project. If you have any questions or need additional information, please contact Bob Talafus or me at this office. Very truly yours, WAGNER PACIFIC, INC. Leonard A. Beasley Project Engineer LAB:pkw cc: Felipe Molinos w /Enclosure Andy Wheeler Vance Furukawa Bob Hoskins 352O590AV.11.y*tvs.it2 Pam Steele WWWWWWWWW 201 EAST YORBA LINDA BLVD. PLACENTIA, CA 92670 -3418 714 993 - 4500 FAX 714 993-6837 December 6, 1991 Job No. 352 -05 -90 Mr. Edgar Casasola Wagner Associate Engineer Pacific City of Fontana 8353 Sierra Avenue Fontana, CA 92335 S U R V E o F r i S RE: Valley Boulevard Storm Drain Dear Mr. Casasola: '" We are leased to submit the Valley Boulevard storm drain improvement P y p plans and hydraulic analysis, which is part of the "Master Hydrology Study of the Palmetto Master Drainage Area" in the City of Fontana, California. The storm drain, catch basins and connector pipes were designed using a 25 -year storm frequency as recommended in the Master Hydrology Study. This was due to the minimal slope of Valley Boulevard which is an east /west street. Our calculations take into account the amount of flow from curb to curb in a 25 -year storm and flows within the R.O.W. for a 100 -year storm. This determines the amount of runoff that will be conveyed underground. Based on this information, it was determined that the 25 -year flow was the most restrictive. The sizing of catch basins and connector pipes in Valley Boulevard were based upon Los Angeles County Flood Control District's methods. The Water Surface Pressure Gradient (WSPG) computer program was used to determine the main line pipe size and hydraulic grade line. The HEC -2 program was utilized for the confluence analysis at the I -10 channel. The I -10 channel is under Caltrans jurisdiction. Plans and the hydraulic analysis have been submitted to Caltrans for their review and approval. A portion of the proposed storm drain is located within the County of San Bernardino ^^ and plans have been submitted to the County for their review and approval. Thank you for your attention to this project. If you have any questions or need additional information, please contact Bob Talafus or me at this office. Very truly yours, A" WAGNER PACIFIC, INC. Leonard A. Beasley Project Engineer cc: Felipe Molinos w /Enclosure Andy Wheeler Vance Furakawa Bob Hoskins 3320390wnys�..tr Pam Steele TABLE OF CONTENTS I. SITE LOCATION MAP II. CATCH BASIN TRIBUTARIES AND HYDROGLOGIC DATA • TRIBUTARIES AND LOCATION MAP • 25 -YEAR STORM • 100 -YEAR STORM III. CATCH BASIN CALCULATIONS • 25 -YEAR STORM • 100 -YEAR STORM IV. LATERAL SIZING AND CATCH BASIN DEPTHS V. WATER SURFACE PROFILE ANALYSIS VI. HEC -2 AND CONFLUENCE ANALYSIS • OUTFALL DETAIL • HEC -2 ANALYSIS sos me • _- __ •t __ �� i t •• • ' • __ _ . _ —f'` .. ,• . _ I1 ar • iii xw +__:.. � R i ' ', JrH4►Seh { ..-' •uhr•Yi ;Ai • r s Oleander 4,,..........,,-77... Q IJ < a t o _ _ — w I' i i : F ,.I F.'"•••••-• : Set -- =�>���. ==.4 o a.. -- -I r - - ,.ai L 1��'a -� ORAN13F MA J ,.. -. 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I . • l i y_ e ••• Trtl,tr ■ ,.1 �J 1' I • w frasl�i Pea " i • •• 1 ' • Weil n • � 10 1 ■`_ • • i 9B •124 _ .= :f..: :: ± ;;; z—d• • : <L it �J I • • 1 .__. • V :', ijt, 7 I ' r J • i•a r ri aii 7. •z it I ' 1 r ,•, 411 Wagner SITE LOCATION MAP .i Pacific T I N t: O R P O R A I E D I VII CIVIL ENGINEERS S U R V E Y O R S u I aai 201 EAST YORBA LINDA BLVD. 0911 PLACENTIA, CA 92670 -3418 714 993 -4500 FAX 714 993-6837 December 15, 1992 Job No. 352 -05 -90 Wagner Pacific Mr. Robert Weddle, P.E. N O R P R n' E E City Engineer CIVIL ENGINEERS City of Fontana SURVEYORS 8353 Sierra Avenue Fontana, CA 92335 RE: Valley Boulevard Stores Drain Dear Mr. Weddle: We are pleased to submit the Valley Boulevard Storm Drain Improvement Plans, Specifications and Hydraulic Analysis for your review and approval. The Improvement Plans have been prepared in accordance with a Capital Improvement Project, as directed. The Storm Drain Plans have been approved by Caltrans and found acceptable by the County of San Bernardino. We have enclosed a copy of the Caltrans Encroachment Permit in the Specifications for your information. The County will approve the plans upon the recordation of the storm drain easement through Mr. Lemme's property. I understand, the City is about to make an offer to Mr. Lemme. Please keep us informed as to the status of acceptance. Thank you for your attention to this project. If you have any questions or need additional information, please contact Dana Halladay or me. Very truly yours, WAGNER PACIFIC, INC. Robert J. Ta afus Senior Project Manager RJT:pkw umsvmvu.,sa..us ft 0 TABLE OF CONTENTS I. SITE LOCATION MAP II. CATCH BASIN TRIBUTARIES AND HYDROGLOGIC DATA • TRIBUTARIES AND LOCATION MAP • 25 -YEAR STORM • 100 -YEAR STORM III. CATCH BASIN CALCULATIONS • 25 -YEAR STORM • 100 -YEAR STORM IV. LATERAL SIZING AND CATCH BASIN DEPTHS V. WATER SURFACE PROFILE ANALYSIS VI. 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J - - Cr O 0' ;I i 5 --1- 1. -- 1 1.. • 2 _ i l n 1 r() ui kin •__ --J __J 1 . cL 0 0 1 0 c) 0 6 ii vi z c r, zr- u, 0 c ;,-• , I— c., — - > , •:' , .,4 ,i /— t—I(-) / / \ \ 4 . r i -0 3 \ .. --1-1 L NI w I 1 ::c0 ,x IL_ il _._ 7 . l„ \ , L.J 1 .1\ A ‘ 0 ) 1 • Nil 25 -YEAR STORM I IMM IMP IBM W WO oft A Aft AO + -+ AR AO OW (SAN BERNARDINO COUNTY] AO STUDY NAME: CALCULATED BY: (- CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER / OF 2 D ((c) 1903 -1909 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc I Fi Fi 0 PATH SLOPE V HYDRAULICS „ft POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES AO Aft 1000 .0136 .. INITIAL SUBAREA 1.10 4.2 4.2 A 1 -- ▪ -- 11.4 3.00 .10 .097 11.0 2620 .0005 3.2 XOav: 10.Ocfs .. 4.0ft-GUTTER XFALL= .02000 FLOW TO PT.$ 13.3 n =.0150 On= .4 1.20 9.6 13.0 A 1 - --- 24.7 1.89 .10 .097 22.2 - - - -- - - -- - - -- 350 .0020 4.3 XOav= 22.2cfs n =.0130 Dn= 2.2 1.4 33.0' -PIPE A ' 2.30 13.0 -- -- 26.0 1.03 22.2 - - -- --- -- - - -- FOR CONFLUENCE 900 .0133 .. INITIAL SUBAREA 2.10 10.0 10.0 A 7 - --- 14.0 2.65 .49 .405 19.5 890 .0147 4.3 X0av= 27.9cfs 36.ft- STREET DEPTH= .50 ft. FLOW TO PT.I 3.7 FLOODWIDTII =16.4 2.20 10.2 20.2 A 7 - - -- 17.7 2.30 .49 .405 33.1 050 .0132 9.7 XOav: 33.Icfs n =.0130 On= 1.0 1.5 27.0' -PIPE AW 2.30 20.2 - --- 19.1 2.20 33.1 - --- -- --- -- -- FOR CONFLUENCE AO 850 .0132 .. INITIAL SUBAREA 2.30 9.9 9.9 A 7 - - ▪ -- 13.7 2.60 .49 .405 19.6 • 1 • 1 • • 1 1 • XDEV. TYPES: 1= Co.,2 =MII,3 =Apt,4 =Con,5 =SFR 11* D /AC,6 =0- 100 /AC,7 =5- 70 /AC, SOIL TYPE: USER = SPECIFIED X • X0= 3- 40/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 40/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENTX + -+ + -+ wom 44 R"' + - + - 1 [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: 1 /5 CHECKED BY: Ar 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER Z, OF Z 0 ((c) 1903 -1909 ADVANCED ENGINEERING SOFTWARE] ,,. CONCENTRATION AREA (ACRES) SOIL :DEV.: Tt Tc I Fm Fm 0 PATII;SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE :TYPE:MIN. MIN. in /h (Avg) SUM (ft) :ft /ft :FPS. AND NOTES 1 1 1 1 1 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 68.2 40 ANALYSIS TIME OF CONCENTRATION(MIN.) = 19.1 LARGEST FOR POINTI AVERAGED F.(IN /IIR) _ .39 CONFLUENCE °° 2.30 EFFECTIVE AREA(ACRES) = 40.26 TOTAL AREA(ACRES) = 43.90 0= 68.2 0 Tc Fn Ae 60.20 19.14 .39 40.26 60.16 26.01 .36 43.90 67.56 13.73 .40 31.68 10 1 - - - -- --- - - - -- ----------- 680 .0025 5.4 XOav= 60.2cfs n =.0130 On= 4.0 41, 2.1 48.0' -PIPE - 3.30 MAIN- STREAM COPIED ONTO MEMORY BANK I 1 1 vw "` ,. 650 .0138 .. INITIAL SUBAREA 2.50 5.3, 5.3 A 7 - - -- 12.2 2.00 .49 .405 11.4 ---- -; - - -- - - -- ----------- 350 .0020 1.6 IOav= 11.9cfs is 40.ft-STREET ; DEPTH= .63 ft. r FLOW TO PT.I 3.7 FLOODWIDTII =17.4 3.30 .5 5.0 A 7 - - -- 16.0 2.45 .49 .485 11.4 3.30 MEMORY BANK I 1 CONFLUENCED WITII MAIN- STREAM 40 0 Tc Fn Ae 79.01 15.96 .41 30.00 A" 70.90 15.57 .41 37.34 17.37 21.23 .40 46.06 67.53 27.06 .38 49.70 Aft 1 1 1 1 1 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 I 1 110 3.30 MAIN- STREAM COPIED ONTO MEMORY DANK I 2 aft 1 1 1 1 1 I 1 1 1 1 1 1 4. XDEV. TYPES: 1 =Com,2 =MU,3 =Apt,4 =Con,5 =SFR 11* D /AC,6= 8- 10D /AC,7= 5 70 /AC, SOIL TYPE: USER= SPECIFIED X x0= 3- 40/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENTX 1 -1 + -1 MN Aft VIN AM NO AO + -+ + -1 AOr AM OW [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED DY: 64i OR CHECKED BY: 25.0-YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 3 OF 'Z e) [(c) 1983 -1909 ADVANCED ENGINEERING SOFTWARE) 4111 CONC[NTRAIION: AREA (ACRES) SOIL DEV. Tt Tc I Fi Fi 0 PATII;SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft);ft /ft FPS. AND NOTES *w 1000 .0165 .. INITIAL SUBAREA 3.10 1.6 7.6 A 8 - - -- 14.0 2.56 .50 .502 13.5 .4• - - - -- - - -- - - -- ----------- 1100 .0107 3.5 x0av= 19.5cfs 36.ft- STREET DEPTH= .55 ft. FLOW TO PT.I 5.4 FLOODWIDTH =14.6 ,., 3.20 0.6 16.2 A 0 -- -- 20.2 2.13 .58 .502 22.5 - - - -- - - -- - - -- ----------- 40 .0050 5.7 x0av= 22.5cfs w+ n =.0130 On= 2.3 . 1 27.0' -PIPE OM 3.50 MAINSTREAM COPIED ONTO MEMORY BANK 1 3 1 0 0 0 AO .0152 .. INITIAL SUBAREA • 4.10 6.9 6.9 A 0 - --- 15.1 2.53 .50 .502 12.1 - - - -- - - -- - - -- ----------- 450 .0064 2.5 10av= 14.0cfs *" 36.ft STR[[1 DEPTH= .53 ft. FLOW TO PT.I 2.9 FLOODWIDTII =13.9 AM 4.20 2.5 9.4 A 0 -- -- 17.9 2.28 .58 .502 14.4 ----=-- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- - - -- - - - -- - - -- 4.20 9.4 -- -- 17.9 2.20 14.4 ---- ----- - - -- FOR CONFLUENCE AA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . • 1 0 0 0 .0160 .. INITIAL SUBAREA 4.10 7.6 7.6 A 8 - --- 14.9 2.55 .50 .582 13.5 - - -- ----------- 150 .0147 3.6 x0av= 14.3cfs 36.ft- STREET DEPTH= .47 ft. FLOW TO PT.I .7 FLOOOWIDTH =10.0 4.20 1.0 0.6 A 0 ---- 15.6 2.40 .58 .582 14.7 AO `4111 I err ; xOEV. TYPES: 1 =Coa,2 =MH,3= Apt,4= Con,S =SFR 11+ D /AC,6= 8-100 /AC,7= 5 7D /AC, SOIL TYPE: USER = SPECIFIED 1 10= 3- 4D/ AC, 9= 20/ AC,1 0= 10/ AC, 11= 0. 40/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENTX F -t 1 -I M , 4 -1 4 -+ [SAN BERNARDINO COUNTY) STUDY NAME: CALCULATED BY GA /3 0 " CHECKED BY: 25.0-YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER S- OF L O [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE) CONCENTRATION AREA (ACRES) SOIL;DEV.; Tt Tc I Fn Fm 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE :TYPE :MIN. MIN. in /h (Avg) SUM (ft);ft /ft:FPS. AND NOTES IMO I CONFLUENCE PEAK FLOW RATE(CFS) = 28.7 ANALYSIS TIME OF CONCENTRATION(MIN.) = 15.6 LARGEST FOR POINTI AVERAGED F.(IN /HR) _ .58 CONFLUENCE 00 4.20 EFFECTIVE AREA(ACRES) = 16.77 TOTAL AREA(ACRES) = 18.00 0= 28.7 0 Tc Fm Ae 27.57 17.94 .58 18.00 20.71 15.60 .50 16.77 ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- - - - -- - - - - -- - - -- - - - -- - - -- ----- - - - - -- - - -- - - - -- - - - - -- 630 .0141 9.1 IOav= 20.7crs n =.0130 on= 2.0 1.1 24.0' -PIPE 3.50 4.2 21.0 A 8 - --- 16.7 2.38 .58 .582 33.9 "" 3.50 MEMORY BANK 1 3 CONFLUENCED WITH MAIN- STREAM 0 Tc Fs Ae 55.66 16.74 .58 34.32 54.56 19.14 .58 37.46 53.26 20.32 .58 38.40 1 1 I - - - -- - - -- - - -- - - - -- - - - - -- 850 .0108 9.4 lOav= 5S.7cfs n =.0130 On= 2.8 , 1.5 33.0' -PIPE 3.30 5.3 39.6 A 8 - - -- 18.3 2.26 .58 .582 59.8 3.30 MEMORY BANK 1 2 CONFLUENCED WITH MAIN-STREAM 0 0 Tc Fs Ae 130.15 10.26 .49 81.10 135.06 20.60 .49 07.99 133.20 21.90 .49 90.13 136.03 15.57 .49 71.12 I, 137.26 15.96 .49 72.72 135.01 21.23 .49 09.24 113.63 27.86 .47 93.40 1 mm x" XDEV. TYPES: 1= Co.,2 =MH,3= Apt,4= Con,5 =SFR 11► D /AC,6 =8- 10D /AC,7 =5 70 /AC, SOIL TYPE: USER= SPECIFIED x 10= 3- 4D/ AC, 9= 20/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =0C RUNOFF COEFFICIENTX 1 -1 vow AO ow 40 AO AR AO [SAN OERNARDINO COUNTY) STUDY NAME: CALCULATED BY: L,4 3 CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBERS OF 7,0 [(c) 1903 -1909 ADVANCED ENGINEERING SOFTWAR ,„ CONCENTRATION ARCA (ACRES) SOIL :DEV.: Tt Tc I Fe Fn 0 PATII;SLOPE: V HYDRAULICS POINT NUMBER SUOAREA; SUM TYPE :TYPE :MIN. MIN. in /h (Avg) SUM (ft) :ft /ft;FPS. AND NOTES AO 1 1 1 1 I 1 1 1 3.30 MEMORY DANK 1 1 CLEARED 1 1 1 ;err 1 1 1 1 1 1 1 1 1 1 1 1 1 3.30 MEMORY BANK 1 2 CLEARED 1 AO 3.30 MEMORY BANK 1 3 CLEARED 00 - - - -- - - -- - - -- ----------- 440 .0041 9.1 XOav: 130.Icfs n =.0130 On: 3.6 .8 60.0' -PIPE 6.00 81.2 -- -- 19.1 2.20 130.1 - - -- ----- ---- FOR CONFLUENCE 1000 .0117 .. INITIAL SUBAREA 6.00 6.4 6.4 A 8 - - -- 15.9 2.46 .50 .582 10.8 6.00 75.4 , , - --- 15.9 2.46, 146.6 - - -- - - - -- - --- FOR CONFLUENCE i i 1 dw • 520 .0023 .. INITIAL SUBAREA 6.00 .8 .8 A 1 - - -- 12.5 2.84 .10 .097 2.0 0 1W AO 1 1 „ 1 1 1 1 1 1 1 W. TYPES: 1 :Co.,2:M11,3 :Apt,4 :Con,5 :SFR 11► 0 /AC,6 :8- 100 /AC,7 :5 7D /AC, SOIL TYPE: USER :SPECIFIED XO: 3- 40/ AC, 9:? D/ AC, 10: 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13 :PK,14 :A9,15 :PC,16= AC,17 =DC RUNOFF COEFFICIENTX Am AA AM 4e ee [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: G /1 CHECKED BY: 1 . 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER !o OF Z 0 [(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] 4" CONCENTRATION AREA (ACRES) SOIL OEV.; Tt Tc I Fi Fi 0 PATII;SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE :MIN. MIN. in /h (Avg) SUM (ft) :ft /ft;FPS. AND NOTES CONFLUENCE PEAK FLOW RATE(CFS) - 149.2 O" ANALYSIS TIME OF CONCENTRATION(MIN.) = 16.8 LARGEST FOR POINT' AVERAGED F.(IN /HR) _ .49 CONFLUENCE 6.00 EFFECTIVE AREA(ACRES) = 79.92 TOTAL AREA(ACRES) : 100.60 0= 149.2 0 Tc Fi Ae 148.31 15.89 .49 76.23 149.04 16.38 .49 78.32 149.25 16.77 .49 79.92 4* 149.00 19.06 .49 80.30 145.72 21.49 .49 95.19 144.67 22.04 .49 96.44 AN.. 142.62 22.71 .49 97.33 121.37 28.70 .48 100.60 139.69 12.49 .49 60.08 - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- --- - - - - -- - - - - -- - - - - -- -- - - - - -- - - - -- - - - - -- 230 .0048 9.0 XOav= 149.2cfs - - -- - - -- n =.0130 On= 3.6 . 4 60.0' -PIPE 6.90 MAIN- STREAM COPIED ONTO MEMORY BANK 1 I 350 .0143 .. INITIAL SUBAREA 6.10 5.5 5.5 A 8 - - -- 10.0 3.24 .58 .582 13.1 _____ ____ __ __ _____ _ __ _ __ 800 .0162 4.0 XOav: 18.Scfs 36.ft- STREET DEPTH= .51 ft. FLOW TO PT.I 3.4 FLOODWIDIII =12.7 6.20 5.6 11.1 A 0 -- -- 13.4 2.72 .50 .502 21.4 11.1 - - -- - - -- - - -- - - -- - - -- � 6.20 -- - - - - -- - - - - - - -- - - - - -- - - -- 13.4 2.72 21.4 - --- --- -- - --- FOR CONFLUENCE XOEV. TYPES: 1= Co.,2= MII,3= Apt,4 :Con,5 =SFR 11t D /AC,6= 8- 10D /AC,7= 5 7D /AC, SOIL TYPE: USER = SPECIFIED XO= 3- 40/ AC, 9= 2D/ AC, 10: 10/ AC, 11= 0. 40/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16 :AC,17 =DC RUNOFF COEFFICIENTI , t -t t -t AM Aft AA AA AW "'A i -i i -+ AW [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED DY: G� CHECKED BY: .0 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 7 OF ((c) 1983-1909 ADVANCED ENGINEERING SOFTWAR ma CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc I F• Fa A PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. ANO NOTES ------------- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- - - -- - - - -- - - -- - - - -- 1000 .0178 .. INITIAL SUBAREA 6.20 6.6 6.6 A 8 - --- 14.6 2.50 .50 .582 11.9 0, CONFLUENCE PEAK FLOW RATE(CFS) = 33.0 AN ANALYSIS TIME OF CONCENTRATION(MIN.) = 13.4 LARGEST FOR POINT! AVERAGED F.(IN /IIR) _ .58 CONFLUENCE 6.20 EFFECTIVE AREA(ACRES) = 17.16 TOTAL AREA(ACRES) = 17.70 O= 33.0 A` 0 Tc Fe Ae 33.01 13.41 .58 17.16 no 31.80 14.62 .58 17.70 • -------------------------- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- - - - - -- - - -- 350 .0200 11.7 x0av= 33.0cfs ma n =.0130 On= 1.4 . 5 30.0' -PIPE AO 6.40 5.2 22.4 A 8 - - -- 13.9 2.66 .58 .582 41.8 - - - -- - - -- - - -- ----------- 350 .0146 10.5 XOav= 41.Ocfs °� n =.0130 On= 2.3 .6 27.0' -PIPE 6.50 22.4 -- - -; 14.5 2.60 41.8 -- -- - -- -- -- -- FOR CONFLUENCE AO ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- - - -- - - - -- - - -- "k 1000 .0154 .. INITIAL SUBAREA 6.50 9.9 9.9 A 8 - - -- 15.0 2.54 .50 .582 17.4 AR Aft VO 1 I A 1 1 4. 'OEV. TYPES: 1 :Con,2= MH,3 :Apt,4 :Con,5 =SFR 11* 0/AC,6 =8- 100 /AC,7 :5 /AC, SOIL TYPE: USER = SPECIFIED x x8: 3- 40/ AC, 9: 20/ AC, 10: 1D/ AC, 11= 0. 40/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENTX • 4 -1 F -i AO eA [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: L i4 f3 CHECKED BY: 25.0-YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER /3 OF 2;e) [(c) 1983 -1909 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL;DEV.; Tt Tc 1 F■ Fi 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE:TYPE :MIN. MIN. in /h (Avg) SUM (ft);ft /ft;FPS. AND NOTES 1 CONFLUENCE PEAK FLOW RATE(CFS) = 59.1 ANALYSIS TIME OF CONCENTRATION(MIN.) = 14.5 LARGEST FOR POINTI AVERAGED Fm(IN /HR) _ .58 CONFLUENCE 6.50 EFFECTIVE AREA(ACRES) = 31.07 TOTAL AREA(ACRES) = 32.80 0= 59.1 A, 0 Tc Fi Ae 59.11 14.46 .58 31.87 - 57.04 15.69 .50 32.80 58.48 15.05 .58 32.51 1 1 ---- - ; - - -- - - -- ----------- 850 .0071 0.4 May= 59.tcfs b. n =.0130 On= 3.0 AO 1.7 36.0' -PIPC 6.90 11.3 43.2 A 8 - --- 16.2 2.43 .50 .502 71.9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 . 9 0 AA MEMORY DANK 1 1 CONFLUENCED WITH MAIN- STREAM 0 Tc F. Ae 219.08 16.16 .53 118.79 219.91 16.76 .53 122.09 210.30 17.45 .53 125.09 207.99 12.09 .53 94.52 °` 219.99 16.29 .53 119.54 A. 219.90 16.77 .53 122.14 219.06 17.16 .53 123.91 212.26 19.46 .52 132.48 203.09 21.89 .52 139.29 Am 200.86 22.43 .52 140.54 197.42 23.11 .52 141.43 dft 166.10 29.10 .51 144.70 - - - - -- - - -- ' ---' ' --'-----'----'--- _'----- ' ---- -- '---- '-- -- -' -- -- ' ---'----'----'-----'---- '---- '--- -- ' ------ '--- -'- - - - -'- - 6.90 MEMORY BANK 1 1 CLEARED A" 1 I I I 1 I I III 1 4* xOEV. TYPES: 1 :Con,2= M11,3 =Apt,4 =Con,S =SFR 11+ D /AC,6 =0- 10D /AC,7 =5 /AC, SOIL TYPE: USER = SPECIFIED x x0= 3- 4D/ AC, 9= 20/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENTX 1-1 1 -F 44 Aft 40 f -f (SAN BERNARDINO COUNTY) STUDY NAME: CALCULATED BY: G /11 CHECKED BY: 40 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 9 OF ?. O [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE) 'ft CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc I Fm Fm 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES ow - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- - - - -- - - - - -- _____ ____ __ __ __ ___ _ _ _ _ __ 650 .0071 12.6 x0av: 220.0cfs ,. n =.0130 Dn: 3.8 40 . 66.0' -PIPE ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- - - - -- ""' 7.60 MAIN- STREAM COPIED ONTO MEMORY BANK 1 1 ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- 000 .0144 .. INITIAL SUBAREA .• 7.10 5.7 5.7 A 8 ---- 14.0 2.66 .50 .502 10.6 _____ ____ __ __ _ ____ __ _ _ __ 300 .0043 2.3 x0av= 14.9cfs o "" 36.ft- STRCET DEPTH= .57 ft. FLOW TO PT.I 2.2 FLOODWIDTH =15.0 7.20 5.1 10.8 A 8 ---- 16.1 2.44 .58 .582 18.0 __ ___ ____ ____ _ __ __ ______ 800 .0016 5.7 x0av= 18.0cfs n =.0130 Dn: 2.0 2.3 24.0'-PIPE 7.30 6.4 17.2 A 8 - --- 18.5 2.25 .58 .582 25.0 ------- - - - - -- - - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- - -- ow 7.30 17.2 , - - -- 18.5 2.25 25.8 - - -- -- - -- ---- FOR CONFLUENCE ------- - - - - -- - - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- ow 000 .0118 .. INITIAL SUBAREA 7.05 4.8 4.0 A 8 ---- 14.5 2.59 .58 .582 8.7 - - - -- - - -- - - -- ----------- 350 .0134 3.4 10av: 10.3cfs ,. 36.ft- STREET DEPTH= .44 ft. FLOW TO P1.$ 1.7 FLOOOWIDTH= 8.9 7.30 2.0 6.0 A 8 -- -- 16.3 2.42 .58 .582 11.3 40 s 4 1 1 1 1 A" IOU. TYPES: 1 =Coa,2 =M11,3 =Apt,4 =Con,5 =SFR 11+ D /AC,6 =8-100 /AC,7 =5 70 /AC, SOIL TYPE: USER = SPECIFIED x x0= 3- 4D/ AC, 9= 20/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =UC RUNOFF COEFFICICNTX 1-1 + -1 WW AW Aift A AW AO + -+ + -+ AW AW [SAN OERNAROINO COUNTY] STUDY NAME: CALCULATED OY: L H R CHECKED BY: 25.0 -YCAR STORM RATIONAL METHOD STUDY PAGE NUMBER/0 OF 00 [(c) 1983 -1909 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION ARCA (ACRES) SOIL :DEV.; Tt Tc I Fs Fa 0 PATII;SLOPE: V HYDRAULICS POINT NUMBER SUBAREA; SUM TYPE :TYPE :MIN. MIN. in /h (Avg) SUM (ft);ft /ft :FPS. AND NOTES 1 1 1 1 1 1 1 1 1 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 36.4 ANALYSIS TIME OF CONCENTRATION(MIN.) = 16.3 LARGEST FOR PDINTI AVERAGED Fm(IN /UR) _ .50 CONFLUENCE 7.30 EFFECTIVE AREA(ACRES) = 21.95 TOTAL AREA(ACRES) : 24.00 0= 36.4 Aw 0 Tc Fn Ae 35.94 18.45 .50 24.00 AR 36.38 16.26 .50 21.95 - - - -- - - -- - - -- ----------- 200 .0182 11.6 x0av= 36.4cfs n =.0130 On= 2.0 .4 24.0' -PIPE 7.35 1.1 23.1 A 8 - --- 16.7 2.39 .58 .582 37.5 - - - -- - - -- - - -- ----------- 520 .0152 11.9 XOav= 37.5cfs n =.0130 On: 2.0 .7 24.0' -PIPE 7.40 8.7 31.8 A 8 - - -- 17.4 2.33 .50 .582 49.9 - - - -- - - -- - - -- ----------- 660 .0145 12.5 nay= 49.9cfs n =.0130 On= 2.3 .9 27.0'-PIPE 7.60 12.0 43.8 A 8 - - -- 18.3 2.26 .58 .582 66.1 aw Ak AA Ak 4 A" xOCV. TYPES: 1 =Con,2 =MI1,3= Apt,4= Con,5 :SFR 111 D /AC,6 :8- 100 /AC,7 :5- 70 /AC, SOIL TYPE: USER = SPECIFIED x x0= 3- 4D/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12: Sch ,13= PK,14= Ag,15= PC,16= AC,17 =0C RUNOFF COEFFICIENTX 1-1 Aw wir i -1 1 -1 AW ' [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: L .4/.5 m` CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER / / OF LO [(c) 1903 -1989 ADVANCED ENGINEERING SOFTWARE] °4 CONCENTRATION AREA (ACRES) SOIL;DEV.; Tt Tc 1 Fm F. 0 ;PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA; SUM TYPE :TYPE :MIN. MIN. in /h (Avg) SUM ;(ft);ft /ft;FPS. AND NOTES mm m. 7.60 MEMORY DANK 1 1 CONFLUENCE!) WITH MAIN- STREAM 0 Tc Fr Ae 204.51 10.26 .54 168.63 274.49 20.50 .54 178.79 Am 270.10 13.76 .54 127.48 285.04 17.02 .54 159.57 m , 285.25 17.15 .54 160.62 205.53 17.62 .54 164.30 205.52 17.63 .54 164.37 204.97 10.02 .54 167.09 "" 284.30 18.31 .54 168.88 275.41 20.32 .54 178.11 260.73 22.76 .54 185.09 257.35 23.31 .53 186.34 252.53 23.98 .53 107.23 211.25 30.01 .53 190.50 ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- - - -- -- - - - -- - - -- - - -- ----------- 540 .0094 14.8 no= 205.5cfs 40 n =.0130 Dn= 4.2 . 6 66.0' -PIPE 11.10 164.3 - --- 18.2 2.26 285.5 - - -- ----- ---- FOR CONFLUENCE ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- - - -- - -- 670 .0146 .. INITIAL SUBAREA 11.10 0.7 8.7 A 8 - - -- 13.0 2.70 .58 .582 17.2 40 1, 1 1 1 , 1 1 1 4A , 1 , 1 1 , 1 1 1 4" ; XDEV. TYPES: 1= Ca.,2= MH,3= Apt,4= Con,S =SFR 11+ 0 /AC,6 =8- 100 /AC,7= 5 7D /AC, SOIL TYPE: USER= SPECIFIED x x0= 3- 40/ AC, 9= 20/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENTX 1 -1 1-1 40 40 44 wr 1 -1 + -+ 44 MW [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: 6A CHECKED 8Y: 25.0 -YEAR STORM RATIONAL ME111OD STUDY PAGE NUMBER /L OF �. 0 [(c) 1903 -1909 ADVANCED ENGINEERING SOFTWARE] *A CONCENTRATION; ARCA (ACRES) SOIL DEV.; Tt Tc 1 FM FM 0 PATH:SLOPE: V HYDRAULICS POIN1 NUMOCR;SUDAREA; SUM TYPE TYPE :MIN. MIN. in /h (Avg) SUM (ft) :ft /ft :FPS. AND NOTES I CONFLUENCE ; PEAK FLOW RATE(CFS) = 298.7 ANALYSIS TIME OF CONCENTRATION(MIN.) = 17.8 LARGEST FOR POINTI AVERAGED F.(IN /HR) _ .54 CONFLUENCE 11.10 EFFECTIVE AREA(ACRES) = 169.32 TOTAL AREA(ACRES) = 199.20 0= 290.7 0 Tc Fe Ae 206.06 14.37 .54 136.18 290.56 17.63 .54 168.27 298.69 17.76 .54 169.32 40 290.69 10.23 .54 173.00 290.68 18.24 .54 173.07 297.90 10.63 .54 175.79 297.30 18.87 .54 177.33 297.06 18.92 .54 177.58 207.16 20.93 .54 186.01 206.15 21.12 .54 187.49 271.43 23.38 .54 193.79 267.04 23.92 .54 195.04 262.77 24.60 .54 195.93 219.66 30.65 .53 199.20 200.46 12.95 .54 123.59 i 1 - - - -- - - -- - - -- ----------- 800 .0124 16.9 IOav= 298.7cfs n =.0130 On= 3.7 . 8 69.0' -PIPE ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- - - -- - -- "" 11.30 169.3 ---- 18.5 2.24 298.7 -- -- - ---- ---- FOR CONFLUENCE ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- - - -- - -- 980 .0052 .. INITIAL SUBAREA 11.15 4.3 4.3 A 8 ---- 10.5 2.24 .50; .582 6.4 v , - - - -- - - -- ---- ; - - - -- - - - - -- 500 .0210 4.3 XOav= 11.7cfs 36.ft-STREET ; DEPTH= .41 ft. AO FLOW TO P1.1 1.9 ; FLOODWIDTH= 7.8 ,_ 11.30 7.7 12.0 A 8 - - -- 20.4 2.11 .58 :.582 16.5 41" XDEV. TYPES: 1 =Coa,2 =M11,3 =Apt,4 =Con,5 =SFR 11+ D /AC,6= 8- 10D /AC,7 =S 70 /AC, SOIL TYPE: USER = SPECIFIED X x0= 3- 40/ AC, 9= 20/ AC, 10= ID/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =0C RUNOFF COEFFICIENIX 1 1 -1 A. vAft m. f -+ ir [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: L I.1 /3 CHECKED BY: AP 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 50F OF - .O [(c) 1983 -1909 ADVANCED ENGINEERING SOFTWARE] ( CONCENTRATION AREA (ACRES) SOILIDEV.I Tt Tc 1 Fr F• 0 PATH:SLOPE: V HYDRAULICS . POINT NUMBER SUBAREA SUM TYPE:TYPE:MIN. MIN. in /h (Avg) SUM (ft)Ift /ftlFPS. AND NOTES ------------- - - - - - -- - - - - -- -- -- I ____ I - - -- - - - -- - - -- - - -- - - - -- - - - - -- - - -- I - - - -- I - - -- -------------------------- - -- - - -- ----------- ---- I---- -I - - -- CONFLUENCE PEAK FLOW RATE(CFS) = 315.0 A" ANALYSIS TIME OF CONCENTRATION(MIN.) = 19.0 LARGEST FOR POIN11 AVERAGED Fa(IN /HR) _ .54 CONFLUENCE 11.30 EFFECTIVE AREA(ACRES) = 184.19 TOTAL AREA(ACRES) = 211.20 0= 315.0 0 Tc Fr Ae 295.73 13.75 .55 131.68 301.67 15.17 .55 145.10 314.00 10.42 .55 179.10 314.95 10.55 .55 100.23 315.03 19.02 .54 184.19 315.02 19.03 .54 184.26 314.30 19.42 .54 187.21 313.74 19.66 .54 180.90 313.51 19.71 .54 189.18 302.06 21.73 .54 198.81 301.74 21.91 .54 199.49 205.77 24.10 .54 205.79 201.90 24.73 .54 207.04 .' 276.50 25.42 .54 207.93 230.97 31.50 .53 211.20 "' 310.20 20.41 .54 192.76 -------------------------- - - - -- ' - - - -' - -- ' ' - - - - -' __ _ I - - - -' - - - -- - - - - -- I - - -- I - - - -- I - - -- --------- - - - - -- '____'----'____' ----- '----'---- ' ----------- '----'----- '-- -- --------- - - - - -- AM 11.30 MAINSTREAM COPIED ONTO MEMORY BANK 1 2 ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- - - - -- - - -- M' 340 .0156 .. INITIAL SUOAREA 10.05 2.0 2.0 A 8 - - -- 9.7 3.29 .50 .582 6.0 -- - -- ---- -- -- ----------- 940 .0109 3.4 XOav= 13.5cfs 36.It- STREET DEPTH= .49 ft. 40 I FLOW TO PT.$ 4.8 FLOOOWIDTH =11.4 10.10 7.3 10.1 A 8 - --- 14.5 2.60 .50 .582 10.3 - - -- ----- -- -- --- -------- ---- 1 4. XOEV. TYPES: 1= Cor,2= M11,3= Apt,4= Con,5 =SFR 11+ D /AC,6 =8- 100 /AC,7= 5 70 /AC, SOIL TYPE: USER = SPECIFIED X x8= 3- 40/ AC, 9= 20/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =0C RUNOFF COEFFICIENT - F ► -t AO i - i* AW MO (SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: L " CHECKED BY: AO 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 140F '2 O [(c) 1983 -1909 ADVANCED ENGINEERING SOFTWARE] m• CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc I FN Fi 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUOARCA SUN TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES 50 .0860 17.0 IOav: 10.3cfs "" n :.0130 Dn: .7 .0 30.0' -PIPE 10.11 7.9 18.0 A 8 - - -- 14.5 2.59 .50 .502 32.5 10.11 18.0 ---- 14.5 2.59 32.5 - --- - - --- - - -- FOR CONFLUENCE 1000 .0128 .. INITIAL SUBAREA 20.30 6.9 6.9 A 8 - - -- 15.6 2.48 .58 .502 11.8 500 .0060 2.9 IOav= 12.Ocfs A` 40.ft-STREET DEPTH= .64 ft. FLOW TO PT.1 2.8 FLOODWIDTII =10.1 20.40 .3 7.2 A 8 - --- 18.4 2.25 .58 .582 11.8 20.50 4.4 11.6 A 1 ---- 18.4 2.25 .10 .398 19.3 20.50 8.6 20.2 A 4 ---- 18.4 2.25 .34 .373 34.1 - - - -- - - -- - - -- ----------- 900 .0020 4.9 XOav= 34.Icfs n =.0130 Dn= 2.4 3.0 42.0'-PIPE CONFLUENCE PEAK FLOW RATE(CFS) = 63.0 ANALYSIS TIME OF CONCENTRATION(MIN.) = 14.5 LARGEST N FOR POINTI AVERAGED Fm(IN /HR) = .49 CONFLUENCE 10.11 EFFECTIVE AREA(ACRES) = 31.68 TOTAL AREA(ACRES) : 30.20 0= 63.0 0 Tc Fi Ae 63.04 14.55 .49 31.68 4" 57.86 21.48 .47 . 38.20 - - - -- - - -- - - -- ----------- 400 .0020 5.0 XOav: 63.Ocfs n :.0130 On= 4.0 1.3 48.0' -PIPE A• 10.30 12.0 43.7 A 0 -- -- 15.9 2.46 .50 .517 76.3 ; - - - -- - - -- - - -- ----------- 500 .0018 5.7 XOav: 76.3cfs n =.0130 Dn: 3.6 1.5 ; S4.0'-PIPE • XDCV. TYPES: 1= Co.,2= MII,3= Apt,4= Con,S =SFR 11' D /AC,6 =8- 100 /AC,7 :5 70 /AC, SOIL TYPE: USER = SPECIFIED X8= 3- 4D/ AC, 9= 2D/ AC, 10= 10/ AC, 11= 0. 40/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENTI + -F t -t r Aw WW Aw + -+ As [SAN OERNARDINO COUNTY] STUDY NAME: CALCULATED BY: L /a CHECKED DY: MP 25.O-YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER /6'0F Zc7 [(c) 1903 -1909 ADVANCED ENGINEERING SOFTWARE) • CONCENTRATION ARCA (ACRES) SOIL DEV.; Tt Tc 1 Fi Fm 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE :MIN. MIN. in /h (Avg) SUM (ft) :ft /ft;FPS. AND NOTES ' -- -; - - -- - - - -- - - -- - - -- ----------- ---- 1 ---- - ; - - -- 11.30 6.5 50.2 A 8 ,- --- 17.3 2.33 .58 .525 81.6 ; 11.30 MEMORY BANK 1 2 CONFLUENCEO WITH MAIN- STREAM 0 Tc Fi Ae .0 392.03 17.35 .54 218.09 357.35 24.18 .53 262.48 372.05 13.75 .54 171.46 300.69 15.17 .54 188.97 394.37 10.42 .54 230.30 394.29 18.55 .54 231.56 393.56 19.02 .54 235.96 393.54 19.03 .54 236.04 392.17 19.42 .54 239.37 391.23 19.66 .54 241.29 390.92 19.71 .54 241.61 306.55 20.41 .54 245.87 377.37 21.73 .54 253.17 376.01 21.91 .54 254.02 357.32 24.18 .53 262.49 352.14 24.73 .53 263.74 345.10 25.42 .53 264.63 208.22 31.50 .53 267.90 ------------- - - - - - -- - - - - -- - - -- '" - - - -- - - -- - - -- ----------- 1300 .0081 15.2 Way= 394.4cfs n =.0130 On= 4.7 �. 1.4 78.0' -PIP[ 12.30 9.6 239.9 A 8 - --- 19.0 2.15 .58 .542 394.4 ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- -- ." 12.30 MAIN - STREAM COPIED ONTO MEMORY OANK 1 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 5 0 .0082 .. INITIAL SUBAREA 12.25; 1.9 1.9 A 1 - - -- 9.9 3.26 .10 .097 5.4 411' ; xDEV. TYPES: 1 :Com,2 =MI1,3 =Apt,4 =Con,5 =SFR li+ 0 /AC,6 :8- 100 /AC,7= 5 70 /AC, SOIL TYPE: USER = SPECIFIED x x0= 3- 4D/ AC, 9= 2D/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =0C RUNOFF COEFFICIENIX 1 -1 M. 4W 4 4W MA + -+ i_f 4. :f. [SAN DERNAROINO COUNTY] STUDY NAME: CALCULATED BY: 6,14 e A CHECKED BY: 25.O-YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER/0 OF Z O [(c) 1983 -1909 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc I Fm FN 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES 600 .0125 6.3 XOav= 5.4cfs n =.0130 Dn= .7 1.6 18.0' -PIPE ""' 12.45 1.9 ---- 11.5 2.98 5.4 - - -- - - - -- - --- FOR CONFLUENCE 920 .0054 .. INITIAL SUDAREA 12.45 7.9 7.9 A 1 ---- 13.2 2.74 .10 .097 10.8 .r 12.45 7.9 - --- 13.2 2.74 10.8 - - -- ----- ---- FOR CONFLUENCE AM 950 .0099 .. INITIAL SUBAREA 12.45 5.2 5.2 A 3 ---- 12.7 2.02 .19 .194 12.3 ------- - - - - -- - - - - - -- - - - - -- - - -- - - -- - - -- - - - -- - - -- - - -- ----------- - - -- - - - -- - - -- CONFLUENCE PEAK FLOW RATE(CFS) = 35.9 ANALYSIS TIME OF CONCENTRATION(MIN.) = 12.7 LARGEST FOR MINIM AVERAGED Fa(IN /NR) _ .13 CONFLUENCC 12.45 EFFECTIVE AREA(ACRES) = 14.67 TOTAL AREA(ACRES) = 15.00 0= 35.9 0 Tc Fm Ae 35.12 11.52 .13 13.51 M. 35.71 13.22 .13 15.00 35.07 12.66 .13 14.67 - - - - - -- - - - - -- - - - -- - - - - -- - - - -- - - - -- - - -- - - -- - - -- • ------- - - - - -- - - -- - - -- - - - -- - - -- - - -- ----------- 400 .0071 7.3 XOav= 35.9cfs ,W n =.0130 On= 2.5 1.1 30.0' -PIPE 12.00 4.5 19.2 A 1 -- -- 13.0 2.60 .10 .123 44.1 - - - -- - - -- - - -- ----------- 510 .0027 5.3 XOav= 44.lcfs �" n :.0130 On= 3.3 4 4 1.6 39.0'-PIPE 12.20 9.0 27.0 A 1 - - - -; 14.2;2.51 .10; .114; 61.0 1 I 1 1 1 1 1 1 1 1 1 aw 1 1 1 1 1 I 1 1 1 1 1 1 1 • XDEV. TYPES: 1 =Co.,2 =MH,3 =Apt,4 =Con,S =SFR 11+ 0 /AC,6 =0- 100 /AC,7 =5-70 /AC, SOIL TYPE: USER = SPECIFIED X X8= 3- 4D/ AC, 9= 20/ AC, 10= 10/ AC, 11= 0. 40/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =0C RUNOFF COEFFICIENTX ,.,�, + -+ AW At WA AW VW MW K + -+ -+ WW AM O (SAN DERNARDINO COUNTY] STUDY NAME: CALCULATED BY: 1...11/3 41" CHECKED BY: mrr 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER/70F Z-o ((c) 1903 -1909 ADVANCED ENGINEERING SOFTWAR gin CONCENTRATION AREA (ACRES) :SOIL DEV. Tt Tc 1 FN Fm 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES 175 .0023 5.5 xOav= 61.0cfs n =.0130 Dn= 3.8 40 .5 45.0' -PIPE '"' 12.30 MEMORY DANK 1 3 CONFLUENCE° WITII MAIN- STREAM 40 0 Tc F. Ac 431.41 14.78 .49 203.14 437.39 15.09 .49 217.92 439.95 16.47 .49 225.50 4` 433.72 15.19 .49 208.50 440.37 16.60 .49 227.07 Aft 447.25 18.77 .49 256.19 err 447.68 19.84 .50 268.40 447.38 19.97 .50 269.66 Aft 445.07 20.44 .50 274.06 445.04 20.45 .50 274.14 AV 443.84 20.05 .50 277.47 442.52 21.09 .50 279.39 442.13 21.14 .50 279.71 AM 436.72 21.84 .50 203.97 425.68 23.16 .50 291.27 424.08 23.35 .50 292.12 to 402.64 25.63 .50 300.58 402.61 25.63 .50 300.59 An 396.02 26.10 .49 301.04 309.12 26.07 .49 302.73 i 326.71 33.02 .49 306.00 A" 520 .0069 14.0 XDav= 447.7cfs n =.0130 On= 5.1 .6 04.0' -PIPE 12.60 12.4 200.8 A 1 - - -- 20.4 2.11 .10 .479 447.7 265 .0094 16.0 XOav= 447.7cfs err n =.0130 On= 4.6 on 1 1 1 1 1 ,3; 84.0' -PIPE M. ; WV. TYPES: 1 =Co1,2= M11,3 =Apt,4 :Con,S =SFR 11+ D /AC,6 =0- 100 /AC,7 :5 70 /AC, SOIL TYPE: USER= SPECIFIED X x0= 3- 40/ AC, 9= 2D/ AC,1 0= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENT' 1 -1 + + 6 a Aw AO -i 46 a 6 [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED DY: G 3 CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER/8 OF Z 0 [(c) 1983 -1909 ADVANCED ENGINEERING SOFTWARE) 44 CONCENTRATION AREA (ACRES) ;SOIL DEV. Tt Tc I FM Fe 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES 12.90 11.0 291.0 A 1 - --- 20.7 2.10 .10 .464 447.7 1000 .0100 16.2 X0av= 447.7cfs , n =.0130 On= 2.3 1.0 0= 12.0 Z= .0 13.00 291.8 - - -- 21.7 2.04 447.7 - --- - - --- ---- FOR CONFLUENCE 980 .0145 .. INITIAL SUBAREA 13.10 5.0 5.0 A 1 ---- 11.1 3.04 .10 .097 15.4 650 .0031 3.9 Xoav= 15.4cfs n =.0130 Dn= .6 2.7 0= 6.0 Z= 1.5 13.20 14.3 20.1 A 2 ---- 13.9 2.66 .24 .201 44.5 170 .0018 4.6 Xoav= 44.5cfs n =.0130 Dn= 1.2 .6 0= 6.0 Z= 1.5 13.30 3.8 23.9 A 2 - - -- 14.5 2.59 .24 .207 51.3 - - - -- - - -- - - -- 665 .0020 5.0 Xoav= 51.3cfs n =.0130 On= 1.3 2.2 B= 6.0 Z= 1.5 13.40 14.4 30.3 A 2 - - -- 16.7 2.38 .24 .220 74.5 110 .0009 4.2 Xoav= 74.Scfs n =.0130 Dn= 2.0 .4 B= 6.0 Z= 1.5 13.00 2.1 40.4 A 10 - - -- 17.2 2.34 .78 .249 76.2 Ar 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 XOEV. TYPES: 1 =Co.,2 =MII,3= Apt,4 =Con,5 =SFR 11+ D /AC,6 =8-100 /AC,7 =5 70 /AC, SOIL TYPE: USER= SPECIFIED X XO= 3- 40/ AC, 9=? D/ AC, 10= 10/ AC, 11= 0. 40/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENTX i-F 1-t kw 1 -+ + -1 [SAN BERNARDINO COUNTY] STUDY NAME: ; CALCULATED OY: GAB CHECKED OY: 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMOERt 9 OF ZQ [(c) 1903 -1909 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOILIDEV.; Tt Te I Fm fm 0 PATII;SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE :TYPE :MIN. MIN. in /h (Avg) SUM (ft);ft /ft :FPS. AND NOTES AV 1 1 1 1 1 1 1 1 1 1 i 1 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 514.5 ANALYSIS TIME OF CONCENTRATION(MIN.) = 20.7 LARGEST TOR POINTI AVERAGED FM(IN /HR) _ .43 CONFLUENCE 13.00 EFFECTIVE AREA(ACRES) = 319.99 TOTAL AREA(ACRES) = 369.80 0= 514.5 0 Tc Fa Ae 506.04 16.68 .42 265.77 509.75 17.09 .42 272.00 511.83 17.78 .42 281.72 512.17 10.37 .42 289.30 512.05 18.49 .42 290.87 514.50 20.65 .43 319.99 512.66 21.72 .44 332.20 512.10 21.85 .44 333.46 509.65 22.33 .44 337.86 509.59 22.34 .44 337.94 506.82 22.74 .44 341.27 505.05 22.98 .44 343.19 504.57 23.03 .44 343.51 497.07 23.73 .44 347.77 484.56 25.07 .44 355.07 482.65 25.26 .44 355.92 457.77 27.56 .44 364.38 457.73 27.56 .44 364.39 451.16 28.13 .44 365.64 442.54 20.83 .44 366.53 373.20 35.07 .44 369.80 510.38 17.18 .42 273.57 100 .0020 9.4 XOav= 514.5cfs n =.0130 On= 4.4 .2 0= 6.0 Z= 1.5 4W 1 1 „,,, 1 XDEV. TYPES: 1= Co0,2=M1,3 =Apt,4= Con,5 =SFR ll+ D /AC,6 =8- 100 /AC,7= 5- 7D /AC, SOIL TYPE: USER:SPECIFIED X X0= 3- 4D/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENTX + 1 4-4 am A ' 4 -+ 4 -4 [SAN BERNARDINO COUNTY] STUDY NAME: : CALCULATED BY: L N 6 CHECKED BY: .• 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMOER Z[)OF zc7 [(c) 1903 -1909 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION ARCA (ACRES) SOIL OEV.; Tt Tc 1 F■ F■ 0 PATII;SLOPE: V HYDRAULICS POINT NUMITER SUBAREA SUM TYPE TYPE :NIN. MIN. in /h (Avg) SUM (ft);ft /ft;FPS. AND NOTES 14.00 320.0 ;-- -- 20.0 514.5 - --- ;---- -- - - -- STREAM SUMMARY 1 1 1 EFFECTIVE AREA(ACRES): 319.99 TOTAL AREA(ACRES): 369.80 PEAK FLOW RATE( FS): 514.50 TIME OF CONCENTRATION(MIN.)= 20.83 AVERAGED Fi(IN /IIR): .43 1 1 1 1 1 1 1 1 1 1 1 1 1 PEAK FLOW RATE TABLE 0 Tc Fs Ae 506.04 16.86 .42 265.77 411' 509.75 17.26 .42 272.0B 511.83 17.96 .42 281.72 512.77 10.55 .42 289.30 512.05 18.67 .42 290.87 514.50 20.83 .43 319.99 512.66 21.90 .44 332.20 512.10 22.03 .44 333.46 509.65 22.50 .44 337.86 509.59 22.51 .44 337.94 506.82 22.91 .44 341.27 505.05 23.16 .44 343.19 504.57 23.21 .44 343.51 °" 497.87 23.91 .44 347.77 484.56 25.25 .44 355.07 402.65 25.44 .44 355.92 457.77 27.74 .44 364.38 457.73 27.75 .44 364.39 451.16 28.32 .44 365.64 442.54 29.01 .44 366.53 "' 373.20 35.26 .44 369.00 ., 510.38 17.36 .42 273.57 1 1 1 ' M XOEV. TYPES: 1= Com,218,3= Apt,4= Con,5 :SFR 11* 0 /AC,6 :8- 10D /AC,7 =5 7D /AC, SOIL TYPE: USER = SPECIFIED x x0= 3- 4D/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENIx + -+ an in sin ir. 100 -YEAR STORM INN W sal W on as u as W it Am mm mm Amp Am mr + -+ + -+ 1 1 Ma am ' (SAN BERNARDINO COUNTY) STUDY NAME: ; CALCULATED BY: G 1 4 6 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER / OF z c) ((c) 1983-1989 ADVANCED ENGINEERING SOFTWARE) 4. CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc 1 Fi Fi A PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES "" .. 1000 .0136 .. INITIAL SUBAREA 1.10 4.2 4.2 A 1 - - -- 11.4 3.80 .10 .097 14.0 2620 .0085 3.5 10av= 24.Ocfs 4.Oft-GUTTER XFALL= .02000 FLOW TO PT.1 13.6 n =.0150 On= .5 1° 1.20 9.6 13.8 A 1 - --- 25.0 2.37 .10 .097 28.2 350 .0020 4.7 40av= 28.2cfs n =.0130 On= 2.8 1.2 33.0' -PIPE ** 2.30 13.8 - --- 26.2 2.30 28.2 - - -- - - - -- - - -- FOR CONFLUENCE A. 900 .0133 .. INITIAL SUBAREA 2.10 10.0 10.0 A 7 - - -- 14.0 3.35 .49 .485 25.8 890 .0147 5.0 X0av= 37.2cfs 36.ft- STREET DEPTH= .63 ft. FLOW TO PT.1 3.3 FLOODWIDTH =18.0 2.20 10.2 20.2 A 7 - - -- 17.3 2.95 .49 .485 44.8 850 .0132 11.3 40av= 44.0cfs n =.0130 On= 2.3 1.3 27.0' -PIPE 2.30 20.2 - - -- 18.6 2.83 44.8 FOR CONFLUENCE 40 850 .0132 .. INITIAL SUBAREA 2.30 9.9 9.9 A 7 - - -- 13.7 3.39 .49 .485 25.9 AM rr I I 1 1 1 1 1 AM xOEV. TYPES: 1= Com,2= MH,3= Apt,4= Con,S =SFR 11+ D /AC,6 =8- 100 /AC,7= 5- 7D /AC, SOIL TYPE: USER = SPECIFIED X X8= 3- 4D/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC,1 2= Sch ,13= PK,14 =Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENTX Ao 40 Aft + -+ + -+ it AO 410 [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: CAB CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER Z OF z o [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] M, CONCENTRATION AREA (ACRES) SOIL :DEV.: Tt Tc I F. F. 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE;TYPE;MIN. MIN. in /h (Avg) SUM (ft) :ft /ft :FPS. AND NOTES 40 , 1 1 I 1 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 90.5 ANALYSIS TIME OF CONCENTRATION(MIN.) = 18.6 LARGEST FOR POINTI AVERAGED Fm(IN /HR) _ .39 CONFLUENCE 2.30 EFFECTIVE AREA(ACRES) = 39.88 TOTAL AREA(ACRES) = 43.90 0= 90.5 0 Tc Fo Ae AW 90.45 18.59 .39 39.88 79.08 26.23 .36 43.90 89.03 13.73 .40 32.05 680 .0025 7.2 40av= 90.Scfs n =.0130 Dn= 4.0 1.6 48.0' -PIPE 3.30 MAIN- STREAM COPIED ONTO MEMORY BANK 1 1 AA "n 650 .0138 .. INITIAL SUBAREA 2.50 5.3 5.3 A 7 - - -- 12.2 3.64 .49 .485 15.0 350 .0020 1.6 40av= 15.6cfs 40.ft- STREET DEPTH= .67 ft. FLOW TO PT.1 3.5 FLOODWIDTH =19.6; AO 3.30 .5 5.8 A 7 - - -- 15.7 3.13 .49 .485 15.0 3.30 MEMORY BANK 1 1 CONFLUENCED WITH MAIN - STREAM .' 0 Tc Fm Ae 104.17 15.68 .41 38.41 103.97 15.33 .41 37.72 103.00 20.16 .40 45.68 88.88 28.03 .38 49.70 AO 1 1 1 1 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 AO 3.30 MAIN- STREAM COPIED ONTO MEMORY BANK 1 2 NO 1 1 E I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 XDEV. TYPES: 1= Coa,2= MH,3= Apt,4 =Con,5 =SFR 11+ D /AC,6 =8- 100 /AC,7= 5- 70 /AC, SOIL TYPE: USER =SPECIFIED X M8= 3- 4D/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =0C RUNOFF COEFFICIENTX Aft eft A AM 4* + -+ + -+ AO MO [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: G. A 6 CHECKED BY: 100,0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER, OFC: o mw ((c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] Aft CONCENTRATION AREA (ACRES) SOIL;DEV. Tt Tc I Fm Fm ; 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE;TYPE MIN. MIN. in /h (Avg); SUM (ft) ft /ft FPS. AND NOTES 1000 .0165 .. INITIAL SUBAREA 3.10 7.6 7.6 A 8 - --- 14.8 3.24 .58 .582 18.2 „. 1100 .0107 3.7 nay= 26.4cfs 36.ft- STREET DEPTH= .60 ft. FLOW TO PT.1 5.1 FLOODWIDTH =17.1 3.20 8.6 16.2 A 8 - --- 19.9 2.71 .58 .582 31.1 40 .0050 7.8 nay= 31.lcfs n =.0130 Dn= 2.3 .0 , 27.0' -PIPE 3.50 MAIN - STREAM COPIED ONTO MEMORY BANK1 3 1000 .0152 .. INITIAL SUBAREA 4.10 6.9 6.9 A 8 - - -- 15.1 3.21 .58 .582 16.3 450 .0064 2.7 XOav: 18.9cfs 36.ft- STREET DEPTH= .58 ft. FLOW TO PTA ; 2.7 FLOODWIDTH =16.4 •.. 4.20 2.5 9.4 A 8 - - -- 17.8 2.90 .58 .582 .110 4.20 9.4 - --- 17.8 2.90 19.6 FOR CONFLUENCE MO MW 1000 .0160 .. INITIAL SUBAREA 4.18 7.6 7.6 A 8 - - -- 14.9 3.23 .58 .582 18.1 150 .0147 4.0 XOav= 19.2cfs AM 36.ft- STREET DEPTH= .52 ft. FLOW TO PTA .7 ;FLOODWIDTH =13.3 Alk 4.20 1.0 8.6 A 8 -- -- 15.6 3.14 .58 .582 19.8 XDEV. TYPES: 1= Com,2= MH,3= Apt,4= Con,5 =SFR 11+ D /AC,6= 8-100 /AC,7= 5- 70 /AC, SOIL TYPE: USER = SPECIFIED X 3E8= 3- 40/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =0C RUNOFF COEFFICIENTX - + -+ r -+ 40 40 dw 40 [SAN BERNARDINO COUNTY] STUDY NAME: ; CALCULATED BY: GAB CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER ¢ OF 2:0 [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION; AREA (ACRES) SOIL;DEV.; Tt Tc I FN Fi 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER :SUBAREA SUM TYPE :TYPE :MIN. MIN. in /h (Avg) SUM (ft);ft /ft :FPS. AND NOTES 416 1 1 1 1 1 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 38.8 ANALYSIS TIME OF CONCENTRATION(MIN.) = 15.6 LARGEST FOR POINTI AVERAGED Fi(IN /HR) _ .58 CONFLUENCE Is 4.20 EFFECTIVE AREA(ACRES) = 16.82 TOTAL AREA(ACRES) = 18.00 A= 38.8 A Tc FM Ae 37.51 17.81 .58 18.00 38.79 15.58 .58 16.82 630 .0141 12.3 40av= 38.8cfs n =.0130 On= 2.0 °"" .9 24.0' -PIPE , 3.50 4.2 21.0 A 8 - - -- 16.4 3.05 .58 .582 46.6 3.50 MEMORY BANK t 3 CONFLUENCED WITH MAIN- STREAM B Tc Fm Ae 76.23 16.43 .58 34.35 75.29 18.69 .58 37.35 73.57 19.98 .58 38.40 1 850 .0108 12.8 XAav= 76.2cfs n =.0130 On= 2.8 1.1 , , 33.0' -PIPE 3.30 5.3 39.6 A 8 - - -- 17.5 2.93 :.58 .582; 83.7 3.30 MEMORY BANK 1 2 CONFLUENCED WITH MAIN - STREAM 4' A Tc Fm Ae 187.41 17.54 .49 81.07 ` 185.25 19.81 .49 87.76 181.39 21.13 .49 89.87 184.85 15.33 .49 72.39 185.52 15.68 .49 73.85 184.58 20.16 .49 88.62 152.93 28.03 .47 93.40 fw IDEV. TYPES: 1= Coa,2= MH,3= Apt,4= Con,5 =SFR 11+ 0 /AC,6 =8- 100 /AC,7 =5-7D /AC, SOIL TYPE: USER = SPECIFIED X 18= 3- 4D/ AC, 9= 2D/ AC,1 0= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14 =Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENTX + -+ + -+ + -+ + -+ AM 0 (SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: 1 --/ 2 Aft CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER S OF Z [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL :DEV.: Tt Tc 1 F. ; Fm 0 PATH :SLOPE: V HYDRAULICS Aw POINT NUMBER SUBAREA; SUM TYPE :TYPE :MIN. MIN. in /h :(Avg) SUM (ft) :ft /ft :FPS. ANO NOTES "` 3.30 MEMORY BANK 1 1 CLEARED 1 mw 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.30 MEMORY BANK 1 2 CLEARED 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.30 MEMORY BANK 1 3 CLEARED A. 440 .0041 9.5 XOav= 187.4cfs n =.0130 Dn= 5.0 .8 60.0' -PIPE 6.80 81.1 - - -- 18.3 2.85 187.4 FOR CONFLUENCE 1000 .0117 .. INITIAL SUBAREA 6.80 6.4 6.4 A 8 - - -- 15.9 3.11 .58 .582 14.5 6.80 77.8 ---- 15.9 3.11 198.7 FOR CONFLUENCE Aw 520 .0023 .. INITIAL SUBAREA Aw 6.80 .8 .8 A 1 - - -- 12.5 3.59 .10 .097 2.5 AM M. 1M A 1. � � 1 1 � 1 AM AM 1EOEV. TYPES: 1= Com,2= MH,3 =Apt,4 =Con,5 =SFR 11+ 0 /AC,6 =8- 100 /AC,7 =5- 70 /AC, SOIL TYPE: USER = SPECIFIED X X8= 3- 4D/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENTI + -+ + -+ 0% + -+ + -+ ma [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: &41 /5 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER ( OF Z O [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL :DEV.: Tt Tc 1 Fm F• 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA: SUM TYPE :TYPE :MIN. MIN. in /h (Avg) SUM (ft);ft /ft;FPS. AND NOTES 1 1 1 1 1 1 1 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 202.5 ANALYSIS TIME OF CONCENTRATION(MIN.) = 18.3 LARGEST FOR POINTI AVERAGED Fm(IN /HR) _ .50 CONFLUENCE 6.80 EFFECTIVE AREA(ACRES) = 88.21 TOTAL AREA(ACRES) = 100.60 A= 202.5 A Tc FM Ae 200.84 15.89 .50 78.61 201.39 16.11 .50 79.59 201.81 16.45 .50 81.05 202.49 18.30 .50 88.27 199.06 20.58 .49 94.96 198.22 20.94 .49 95.82 194.56 21.92 .49 97.07 163.59 28.83 .48 100.60 187.60 12.49 .49 61.95 230 .0048 10.3 KUav= 202.5cfs n =.0130 Dn= 5.0 .4 60.0' -PIPE 6.90 MAIN - STREAM COPIED ONTO MEMORY BANK I 1 �„ .. 350 .0143 .. INITIAL SUBAREA 6.10 5.5 5.5 A 8 ---- 10.0 4.09 .58 .582 17.4 B00 .0162 4.2 NAav= 24.7cfs 36.ft- STREET DEPTH= .55 ft. '" FLOW TO PT.I ; 3.1 FLOODWIDTH =14.6 6.20 5.6 11.1; A 8 -- -- 13.1 3.49 .58 .582 29.0 6.20 11.1 - - -- 13.1 3.49 29.0 - - -- - - - -- - - -- FOR CONFLUENCE 1 1 1 1 AIN *BEV. TYPES: 1= Com,2= MH,3= Apt,4= Con,5 =SFR 11+ 0 /AC,6 =8- 100 /AC,7= 5-7D /AC, SOIL TYPE: USER = SPECIFIED N X8= 3- 4D/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENT* + -+ 4 -+ im me ma mw ++ + -+ 44 [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: 6 "4 4 1 46 "' CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 7 OF Z O ow [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] m „ CONCENTRATION AREA (ACRES) ;SOIL DEV. Tt Tc I FM Fm 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES AN AM 44 .. 1000 .0178 .. INITIAL SUBAREA 6.20 6.6 6.6 A 8 - - -- 14.6 3.27 .58 .582 15.9 CONFLUENCE PEAK FLOW RATE(CFS) = 44.5 mw ANALYSIS TIME OF CONCENTRATION(MIN.) = 13.1 LARGEST FOR POINTS AVERAGED FM(IN /HR) = .58 CONFLUENCE 6.20 EFFECTIVE AREA(ACRES) = 17.02 TOTAL AREA(ACRES) = 17.70 0= 44.5 0 Tc Fm Ae 44.49 13.12 .58 17.02 42.77 14.62 .58 17.70 mm 350 .0200 12.5 SOav= 44.5cfs n =.0130 On= 1.7 .5 30.0' -PIPE 6.40 5.2 22.2 A 8 - - -- 13.6 3.41 .58 .582 56.6 350 .0146 14.2 SOav= 56.6cfs n =.0130 Dn= 2.3 .4 27.0'-PIPE 6.50 22.2 - - -- 14.0 3.35 56.6 - - -- - - - -- - - -- FOR CONFLUENCE Aw via 1000 .0154 .. INITIAL SUBAREA 6.50 9.9 9.9 A 8 - - -- 15.0 3.21 .58 .582 23.4 AM 44 44 AM IN xOEV. TYPES: I =Coe,2= MH,3= Apt,4 =Con,5 =SFR 11+ 0/AC,6 =8-100 /AC,7 =5- 70 /AC, SOIL TYPE: USER = SPECIFIED X x8= 3- 40/ AC, 9= 2O/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =0C RUNOFF COEFFICIENTS -+ + -+ MIM OW WM M Ame AM + -+ + -+ mw [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: G /aB v' CHECKED 8Y: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 8 OF Z O [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] m,„ CONCENTRATION AREA (ACRES) ;SOIL;DEV.; Tt ; Tc I F. Fi ; 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA: SUM :TYPE :TYPE :MIN.; MIN. in /h (Avg); SUM (ft) :ft /ft :FPS. AND NOTES mw 1 1 1 1 1 1 1 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 79.6 mw ANALYSIS TIME OF CONCENTRATION(MIN.) = 14.0 LARGEST FOR POINTI AVERAGED Fu(IN /HR) _ .58 CONFLUENCE 6.50 EFFECTIVE AREA(ACRES) = 31.44 TOTAL AREA(ACRES) = 32.80 A= 79.6 A Tc Fi Ae 79.59 14.00 .58 31.44 76.96 15.52 .58 32.80 78.28 15.05 .58 32.59 AW 850 .0071;11.3 NAav= 79.6cfs n =.0130 Dn= 3.0 1.3 36.0' -PIPE 6.90 11.3 42.7 A 8 - - -- 15.3 3.18 .58 .582 100.1 6.90 MEMORY BANK I 1 CONFLUENCED WITH MAIN-STREAM 0 Tc F• Ae 296.94 15.26 .53 116.34 298.75 16.32 .53 122.75 297.90 16.82 .53 125.11 283.17 12.89 .53 98.07 '* 298.72 16.27 .53 122.44 298.61 16.49 .53 123.54 297.87 16.83 .53 125.15 291.31 18.68 .52 132.37 280.40 20.96 .52 139.06 278.49 21.32 .52 139.92 272.08 22.31 .52 141.17 mo` 226.06 29.21 .51 144.70 1 1 1 1 1 1 1 1 I 1 1 we 6.90 MEMORY BANK 1 1 CLEARED 1 1 1 1 WO 1 1 1 1 1 I 1 1 1 AM 1 1 1 1 I I I 1 1 1 1 1 1 AW 40EV. TYPES: 1= Cos,2 =MH,3= Apt,4= Con,5 =SFR 11+ D /AC,6=8- 100 /AC,7= 5- 70 /AC, SOIL TYPE: USER = SPECIFIED I X8= 3- 4D/ AC, 9= 20/ AC, 10= 1D/ AC, 11= 0. 40/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16 =AC,17 =0C RUNOFF COEFFICIENT# OW AA MO Aft AW �** + -+ + -+ [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: CHECKED BY: my 100.O-YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 9 OFZ O [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] o., CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc I Fi Fi 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES ww 650 .0071 12.6 XAav= 298.8cfs AM n =.0130 On= 5.5 aw .9 66.0' -PIPE 7.60 MAIN - STREAM COPIED ONTO MEMORY BANK 1 1 ow 800 .0144 .. INITIAL SUBAREA oo 7.10 5.7 5.7 A 8 - - -- 14.0 3.36 .58 .582 14.2 300 .0043 2.5 Hay= 20.0cfs 36.ft- STREET DEPTH= .63 ft. A„ FLOW TO PT.1 2.1 FL000WIDTH =18.0 7.20 5.1 10.8 A 8 - - -- 16.0 3.09 .58 .582 24.4 800 .0016 7.8 NOav= 24.4cfs n =.0130 On= 2.0 1.7 24.0' -PIPE 7.30 6.4 17.2 A 8 ---- 17.7 2.91 .58 .582 36.0 7.30 17.2 - - -- 17.7 2.91, 36.0 FOR CONFLUENCE 800 .0118 .. INITIAL SUBAREA 7.05 4.8 4.8 A 8 - - -- 14.5 3.28 .58 .582 11.7 ow 350 .0134 3.5 XOav= 13.9cfs 36.ft- STREET DEPTH= .49 ft. ow FLOW TO PT.1 1.7 FLOODWIDTH =11.4 7.30 2.0 6.8 A 8 - - -- 16.2 3.07 .58 .582 15.2 AO AO OM 4r► XDEV. TYPES: t= Coa,2= MH,3= Apt,4= Con,5 =SFR 11+ D /AC,6= 8- 100 /AC,7= 5- 7D /AC, SOIL TYPE: USER = SPECIFIED X X8= 3- 4D/ AC, 9= 2D/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENTX + -+ + -+ Alk + - + + -+ • AW AV [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: GA B CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER !b OF 2:0 ((c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL :DEV.: Tt Tc I Fi Fi 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE;TYPE;MIN. MIN. in /h (Avg) SUM (ft) :ft /ft :FPS. AND NOTES 1 1 1 1 1 1 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 50.4 ANALYSIS TIME OF CONCENTRATION(MIN.) = 16.2 LARGEST FOR POINT$ AVERAGED Fi(IN /HR) _ .58 CONFLUENCE 7.30 EFFECTIVE AREA(ACRES) = 22.55 TOTAL AREA(ACRES) = 24.00 0= 50.4 0 Tc Fri Ae 50.25 17.74 .58 24.00 50.41 16.24 .58 22.55 280 .0182 16.0 Au= 50.4cfs n =.0130 On= 2.0 .3 24.0' -PIPE 7.35 1.1 23.6 A 8 - - -- 16.5 3.03 .58 .582 52.2 520 .0152 16.6 40av= 52.2cfs n =.0130 On= 2.0 .5 24.0' -PIPE 7.40 8.7 32.3 A 8 - - -- 17.1 2.98 .58 .582 69.7 660 .0145 17.5 X0av= 69.7cfs n =.0130 On= 2.3 .6 27.0' -PIPE 7.60 12.0 44.3 A 8 - - -- 17.7 2.91 .58 .582 93.1 • AR rft MA so 1 1 4A 1 AV XDEV. TYPES: 1= Cou,2= MH,3= Apt,4= Con,5 =SFR 11+ D /AC,6 =8- 100 /AC,7= 5- 7D /AC, SOIL TYPE: USER =SPECIFIED 1 X8= 3- 4D/ AC, 9= 20/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15 =PC,16= AC,17 =DC RUNOFF COEFFICIENTI t - + + -+ 40 44 v. Aft [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: L 14,5 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER g( OF Z O [(c) 1903 -1989 ADVANCED ENGINEERING SOFTWARE] . CONCENTRATION AREA (ACRES) SOIL :DEV.: Tt Tc 1 Fi FM 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA; SUM TYPE :TYPE :MIN. MIN. in /h (Avg) SUM (ft);ft /ft;FPS. AND NOTES v. 1 1 1 1 1 1 1 1 v. 7.60 MEMORY BANK 11 1 CONFLUENCED WITH MAIN - STREAM v. 0 Tc Fi Ae 390.97 17.68 .54 169.46 382.93 19.20 .54 176.77 370.37 13.80 .54 132.69 v. 387.84 16.12 .54 156.78 „. 391.06 17.13 .54 165.41 391.16 17.19 .54 165.85 A" 391.24 17.35 .54 167.05 390.98 17.68 .54 169.45 390.94 17.69 .54 169.50 380.38 19.56 .54 178.17 362.11 21.88 .54 184.86 359.16 22.25 .54 185.72 350.00 23.25 .53 186.97 289.42 30.07 .53 190.50 540 .0094 16.5 4Aav= 391.2cfs n =.0130 Dn= 5.5 .5 66.0' -PIPE 11.10 167.1 - - -- 17.9 2.89 391.2 - --- ----- - - -- FOR CONFLUENCE 670 .0146 .. INITIAL SUBAREA A"' 11.10 8.7 8.7 A 8 - --- 13.0 3.51 .58 .502 22.9 AA ' )(BEV. TYPES: 1= Co.,2= MH,3 =Apt,4 =Con,5=SFR 11+ D /AC,6 =8- 100 /AC,7 =5- 7D /AC, SOIL TYPE: USER =SPECIFIED 4 X8= 3- 40/ AC, 9= 2D/ AC, 10=1 0/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENTX + -+ + -+ MO + -+ AO [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED 8Y : L ,d 44 CHECKED 8Y: 100.O-YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER iZ OF L O [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] uu CONCENTRATION AREA (ACRES) ;SOIL;DEV.; Tt Tc 1 Fa Fm 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM :TYPE :TYPE :MIN. MIN. in /h (Avg) SUM (ft) :ft /ft :FPS. AND NOTES 1 1 I 1 I 1 I m" CONFLUENCE PEAK FLOW RATE(CFS) = 409.4 ANALYSIS TIME OF CONCENTRATION(MIN.) = 17.7 LARGEST FOR POINTI AVERAGED FM(IN /HR) _ .54 CONFLUENCE 11.10 EFFECTIVE AREA(ACRES) = 174.55 TOTAL AREA(ACRES) = 199.20 0= 409.4 0 Tc FA Ae 391.64 14.38 .54 141.39 406.92 16.67 .54 165.48 409.33 17.68 .54 174.11 409.39 17.73 .54 174.55 409.34 17.89 .54 175.75 4 . 408.82 18.23 .54 178.15 408.82 18.23 .54 178.16 408.78 18.24 .54 178.20 399.72 19.76 .54 185.47 396.94 20.12 .54 186.87 377.31 22.47 .54 193.56 374.17 22.84 .54 194.42 364.51 23.86 .54 195.67 301.25 30.68 .53 199.20 382.38 12.95 .54 128.21 I 800 .0124 :15.8 NOav: 409.4cfs n =.0130 Dn= 5.8 .8 69.0' -PIPE 11.30 174.6 - - -- 18.6 2.83 409.4 - - -- - - - -- ---- FOR CONFLUENCE 40 980 .0052 .. INITIAL SUBAREA 11.15 4.3 4.3 A 8 -- -- 18.5 2.83 .58 .582 8.7 500 .0210 4.5 XOav= 15.9cfs 36.ft- STREET ; ; DEPTH= .46 ft. ` FLOW TO PT.' ; ; 1.9; FLOODWIDTH =10.2 11.30: 7.7: 12.0: A ; 8 ; - ---: 20.4 2.67; .58 .582 22.6 XDEV. TYPES: 1= Com,2= MH,3 =Apt,4= Con,5 =SFR 11+ D /AC,6 =8- 10D /AC,7 =5- 70 /AC, SOIL TYPE: USER = SPECIFIED X X8= 3- 40/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENTX t -+ + -+ AO AO Aft AO AW AA ► [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: G 446 �"` CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER /3 OF 'L O [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL;DEV.; Tt Tc I Fm F• 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA: SUM TYPE :TYPE :MIN. MIN. in /h (Avg) SUM (ft);ft /ft;FPS. AND NOTES • I 1 1 1 1 1 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 431.5 .�, ANALYSIS TIME OF CONCENTRATION(MIN.) = 18.6 LARGEST FOR POINT! AVERAGED F.(IN /HR) _ .55 CONFLUENCE 11.30 EFFECTIVE AREA(ACRES) = 185.48 TOTAL AREA(ACRES) = 211.20 O= 431.5 0 Tc Fm Ae 402.80 13.71 .55 136.27 412.62 15.14 .55 150.30 428.71 17.52 .55 175.79 AO 431.41 18.52 .55 185.01 431.49 18.58 .55 185.48 4" 431.49 18.74 .55 186.78 431.07 19.07 .55 189.38 431.07 19.08 .55 189.38 431.03 19.08 .55 189.43 422.13 20.62 .54 197.47 419.13 20.88 .54 198.87 397.74 23.23 .54 205.56 394.35 23.61 .54 206.42 384.02 24.63 .54 207.67 317.24 31.47 .53 211.20 423.66 20.39 .54 196.39 ,, 11.30 MAIN - STREAM COPIED ONTO MEMORY BANK ! 2 o AO 340 .0156 .. INITIAL SUBAREA 10.05 2.8 2.8 A 8 - - -- 9.7 4.17 .58 .582 9.0 AO 940 .0109 3.6 40av= 18.Ocfs A,. 36.ft- STREET DEPTH= .53 ft. FLOW TO PT.! 4.7 FLOODWIOTH =13.9 A" 10.10 7.3 10.1 A 8 - - -- 14.4 3.29 .58 .582 24.7 lm AO XDEV. TYPES: 1 =Coa,2 =MH,3= Apt,4 =Con,5=SFR 11+ 0 /AC,6 =8- 100 /AC,7 =5- 7D /AC, SOIL TYPE: USER =SPECIFIED X X8= 3- 40/ AC, 9= 20/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15= PC,16 =AC,17 =DC RUNOFF COEFFICIENT* + -+ + -+ Aw Am Am AW Ao AA [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: GAO CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER II, OF Z O AA [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION; AREA (ACRES) SOIL;DEV. Tt Tc 1 FM Fi 0 PATH SLOPE V HYDRAULICS mm POINT NUMBER :SUBAREA SUM TYPE :TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES AA 50 .0860 18.5 X0av= 24.7cfs AA n =.0130 Dn= .8 .0 30.0' -PIPE Am 10.11 7.9 18.0 A 8 - - -- 14.5 3.29 .58 .582 43.8 10.11 18.0 - --- 14.5 3.29 43.8 -- -- - -- -- - - -- FOR CONFLUENCE mm .. 1000 .0128 .. INITIAL SUBAREA mm 20.30 6.9 6.9 A 8 ---- 15.6 3.14 .58 .582 15.9 500 .0068 3.1 IOav= 16.2cfs 40.ft- STREET DEPTH= .68 ft. FLOW TO PT.!! 2.7 FLOODWIDTH =20.0 20.40 .3 7.2 A 8 - - -- 18.3 2.85 .58 .582 15.9 20.50 4.4 11.6 A 1 - - -- 18.3 2.85 .10 .398 25.6 20.50 8.6 20.2 A 4 - - -- 18.3 2.85 .34 .373 45.1 900 .0020 4.7 XAav= 45.1cfs n =.0130 On= 3.5 3.2 42.0'-PIPE CONFLUENCE PEAK FLOW RATE(CFS) = 83.7 m. ANALYSIS TIME OF CONCENTRATION(MIN.) = 14.5 LARGEST FOR POINTI AVERAGED Fu(IN /HR) _ .49 CONFLUENCE Aw 10.11 EFFECTIVE AREA(ACRES) = 31.57 TOTAL AREA(ACRES) = 38.20 0= 83.7 0 Tc Fi Ae AM 83.66 14.46 .49 31.57 AW 77.61 21.52 .47 38.20 40 400 .0020 6.7 X0av= 83.7cfs AO n =.0130 On= 4.0 1.0 48.0' -PIPE 10.30 12.0 43.6 A 8 -- -- 15.5 3.16 .58 .517 103.6 Am 500 .0018 6.5 X0av= 103.6cfs 40 n =.0130 Dn= 4.5 1.3 ; 54.0' -PIPE Am XDEV. TYPES: 1 =Coi,2 =MH,3 =Apt,4 =Con,5 =SFR 11+ 0 /AC,6 :8- 10D /AC,7 =5- 70 /AC, SOIL TYPE: USER= SPECIFIED x x0= 3- 40/ AC, 9= 2D/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14 =Ag,15 :PC,16= AC,17 =DC RUNOFF COEFFICIENT* + -+ + -+ + -+ + -+ [SAN BERNARDINO COUNTY] - STUDY NAME: CALCULATED BY: L A4 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER /5'OF Z Z7 [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL DEV.; Tt ; Tc 1 Fm Fm ; A :PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA: SUM TYPE TYPE :MIN.: MIN. in /h (Avg); SUM ;(ft);ft /ft;FPS. AND NOTES 1 1 1 1 1 1 11.30 6.5; 50.1 A 8 ; - - - -; 16.7 3.01 .58 .525: 112.0: 1 1 1 1 1 1 1 1 1 11.30 MEMORY BANK 1 2 CONFLUENCED WITH MAIN - STREAM A Tc Fa Ae 535.45 16.74 .54 217.50 487.54 24.05 .53 263.67 4. 508.70 13.71 .54 177.29 . 521.56 15.14 .54 195.58 538.70 17.52 .54 226.57 539.03 18.52 .54 236.70 538.98 18.58 .54 237.22 538.62 18.74 .54 238.66 537.47 19.07 .54 241.56 537.46 19.08 .54 241.57 537.41 19.08 .54 241.62 527.39 20.39 .54 249.78 525.43 20.62 .54 251.06 521.95 20.88 .54 252.70 496.67 23.23 .53 261.51 492.72 23.61 .53 262.71 480.01 24.63 .53 264.37 396.56 31.47 .53 267.90 1300 .0081 16.2 XAav= 539.Ocfs n =.0130 On 6.5 1.3 78.0' -PIPE A ' 12.30 9.6 246.3 A 8 - - -- 19.9 2.72 .58 .542 539.0 12.30 MAIN- STREAM COPIED ONTO MEMORY BANK 1 3 ANIA 550 .0082 .. INITIAL SUBAREA 12.25 1.9 1.9 A 1 ; - - -- 9.9 4.12 .10 .097 6.9 1 Am XDEV. TYPES: 1 =Com,2 =MH,3= Apt,4= Con,5 =SFR 11+ 0 /AC,6 =8- 100 /AC,7 =5- 7D /AC, SOIL TYPE: USER = SPECIFIED 4 x8= 3- 40/ AC, 9= 2D/ AC,1 0= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14 =Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENT* + -+ + -+ + - + + -+ [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: L/46 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER /6 OF Z p [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc 1 Fm Fa 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA; SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES ' 600 .0125 6.6 40av= 6.9cfs n =.0130 On= .9 1.5 18.0' -PIPE 12.45 1.9 - - -- 11.4 3.79 6.9 FOR CONFLUENCE 920 .0054 .. INITIAL SUBAREA 12.45 7.9 7.9 A 1 - - ▪ -- 13.2 3.47 .10 .097 24.0 12.45 7.9 - - -- 13.2 3.47 24.0 - - -- - - - -- - - -- FOR CONFLUENCE 950 .0099 .. INITIAL SUBAREA 12.45 5.2 5.2 A 3 - - ▪ -- 12.7 3.56 .19 .194 15.8 CONFLUENCE PEAK FLOW RATE(CFS) = 45.8 ANALYSIS TIME OF CONCENTRATION(MIN.) = 12.7 LARGEST FOR POINT$ AVERAGED Fm(IN /HR) _ .13 CONFLUENCE 12.45 EFFECTIVE AREA(ACRES) = 14.67 TOTAL AREA(ACRES) = 15.00 0= 45.8 0 Tc Fe Ae 44.72 11.43 .13 13.42 45.59 13.22 .13 15.00 45.80 12.66 .13 14.67 480 .0071 9.3 40av= 45.Bcfs n =.0130 On= 2.5 .9 30.0' -PIPE 'a 12.00 4.5 19.2 A 1 - - -- 13.5 3.42 .10 .123 56.9 510 .0027 6.9 XOav= 56.9cfs AS n =.0130 On= 3.3 1.2 39.0' -PIPE 12.20 9.0; 26.9 A 1 - - - -; 13.6 3.25 .10 .114 80.0 1 1 1 1 1 OD. TYPES: 1= Com,2= MH,3= Apt,4= Con,5 =SFR 11+ D /AC,6 =8- 100 /AC,7 =5- 70 /AC, SOIL TYPE: USER = SPECIFIED X M8= 3- 4D/ AC, 9= 2D/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENT4 + -+ 1-1 + -+ [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: /...#4 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER / 7 OF Z O [(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc I Fm Fe A PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES 175 .0023 7.2 1EOav= 80.Ocfs n =.0130 On= 3.8 .4 ; 45.0' -PIPE 12.30 MEMORY BANK 1 3 CONFLUENCED WITH MAIN- STREAM 0 Tc Fm Ae 577.37 13.96 .49 199.34 588.47 15.17 .49 215.57 592.88 15.74 .49 223.51 588.13 15.13 .49 215.01 597.72 16.52 .49 233.68 607.43 18.08 .50 255.60 608.81 18.86 .50 264.67 606.91 19.86 .50 274.80 606.75 19.91 .50 275.32 606.04 20.07 .50 276.76 604.19 20.41 .50 279.66 604.18 20.41 .50 279.67 604.11 20.42 .50 279.72 591.49 21.76 .50 287.88 589.10 21.99 .50 289.16 585.14 22.26 .50 290.80 555.88 24.68 .50 299.61 551.36 25.06 .50 300.81 545.50 25.53 .49 301.77 537.14 26.13 .49 302.47 445.93 32.89 .49 306.00 520 .0069 15.8 "flay= 608.8cfs n =.0130 On= 7.0 .5 84.0' -PIPE 12.60 12.4 277.1 A 1 - - -- 19.4 2.76 .10 .479 608.8 265 .0094 15.8 40av= 608.8cfs n =.0130 On= 7.0 .3 84.0' -PIPE AR "DEV. TYPES: 1= Co®,2= MH,3= Apt,4 =Con,5 =SFR 11+ D /AC,6 =8- 100 /AC,7= 5- 70 /AC, SOIL TYPE: USER = SPECIFIED X X8= 3- 40/ AC, 9= 2O/ AC, 10= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENT' -+ + -+ + -+ + -+ [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: 6/ CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER /8 OF Zv [(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) SOIL DEV. Tt Tc I Fm Fa 0 PATH SLOPE V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE TYPE MIN. MIN. in /h (Avg) SUM (ft) ft /ft FPS. AND NOTES 12.90 11.0 288.1 A 1 - --- 19.7 2.73 .10 .464 608.8 1000 .0100 17.8 10av= 608.8cfs n =.0130 Dn= 2.9 .9 8= 12.0 Z= .0 13.00 288.1 - - -- 20.6 2.66 608.8 - - -- -- - -- - - -- FOR CONFLUENCE 980 .0145 .. INITIAL SUBAREA 13.10 5.8 5.8 A 1 - - -- 11.1 3.84 .10 .097 19.6 650 .0031 4.2 Nay= 19.6cfs n =.0130 On= .7 2.6 8= 6.0 Z= 1.5 13.20 14.3 20.1 A 2 - - -- 13.7 3.40 .24 .201 57.8 170 .0018 5.0 nay= 57.8cfs n =.0130 Dn= 1.4 .6 B= 6.0 Z= 1.5 13.30 3.8 23.9 A 2 - - -- 14.3 3.31 .24 .207 66.8 665 .0020 5.4 nay= 66.8cfs n =.0130 On= 1.5 2.1 ; 8= 6.0 Z= 1.5 13.40 14.4 38.3 A 2 - - -- 16.3 3.06 .24 .220 97.7 110 .0009 4.6 Hay= 97.7cfs n =.0130 Dn= 2.3 .4 8= 6.0 Z= 1.5 13.00 2.1 40.4 A 10 - - -- 16.7 3.01 .78 .249 100.4 q 1 1 1 1 1 1 AV 1DEV. TYPES: 1 =Cow,2= MH,3= Apt,4= Con,S =SFR 11+ 0/AC,6 =8- 100 /AC,7 =5- 70 /AC, SOIL TYPE: USER = SPECIFIED 1 18= 3- 4D/ AC, 9= 2D/ AC, 10= 1D/ AC, 11= 0. 4D/ AC,1 2= Sch ,13= PK,14= Ag,15= PC,16 =AC,17 =DC RUNOFF COEFFICIENTX + -+ + -+ . + -+ + -+ [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED BY: L4 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER ! 9 OF Z O [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION AREA (ACRES) ;SOIL :DEV.: Tt ; Tc I Fm Fm A PATH :SLOPE: V HYDRAULICS POINT NUMBER SUBAREA SUM TYPE :TYPE :MIN.: MIN. in /h (Avg) SUM (ft) :ft /ft :FPS. AND NOTES 1 1 1 1 1 3 � 3 CONFLUENCE PEAK FLOW RATE(CFS) = 697.2 ANALYSIS TIME OF CONCENTRATION(MIN.) = 19.9 LARGEST FOR POINT! AVERAGED Fm(IN /HR) = .43 CONFLUENCE 13.00 EFFECTIVE AREA(ACRES) = 319.40 TOTAL AREA(ACRES) = 369.80 0= 697.2 0 Tc Fm Ae 675.70 15.74 .42 260.74 687.95 16.89 .42 278.81 688.15 16.93 .42 279.37 44 ' 690.29 17.54 .42 287.31 692.43 18.31 .43 297.48 697.21 19.85 .43 319.40 696.35 20.62 .44 328.47 691.74 21.63 .44 338.60 691.44 21.68 .44 339.12 690.31 21.85 .44 340.56 687.59 22.19 .44 343.46 687.58 22.19 .44 343.47 687.48 22.20 .44 343.52 671.63 23.55 .44 351.68 668.70 23.79 .44 352.96 664.20 24.04 .44 354.60 629.94 26.50 .44 363.41 624.69 26.89 .44 364.61 617.97 27.36 .44 365.57 608.54 27.97 .44 366.27 510.76 34.78 .44 369.80 687.09 16.74 .42 276.65 100 .0020 10.3 XOav= 697.2cfs n =.0130 On= 5.0 .2 8= 6.0 Z= 1.5 XOEV. TYPES: 1= Com,2= MH,3= Apt,4= Con,5=SFR 11+ D /AC,6 =8- 100 /AC,7= 5- 70 /AC, SOIL TYPE: USER = SPECIFIED M8= 3- 4D/ AC, 9= 2D/ AC,1 0= 1D/ AC, 11= 0. 4D/ AC, 12= Sch ,13= PK,14= Ag,15= PC,16= AC,17 =DC RUNOFF COEFFICIENTX + -+ + -+ 4, 44 AO Aft [SAN BERNARDINO COUNTY] STUDY NAME: CALCULATED 8Y:4./se CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER zpOF 2:0 [(c) 1983 -1989 ADVANCED ENGINEERING SOFTWARE] CONCENTRATION: AREA (ACRES) SOIL DEV.: Tt Tc 1 Fm Fm 0 PATH :SLOPE: V HYDRAULICS POINT NUMBER :SUBAREA SUM TYPE TYPE :MIN. MIN. in /h (Avg) SUM (ft) :ft /ft :FPS. AND NOTES �,. 1 1 1 14.00; 319.4 ; - - -- 20.0 697.2 ---- ;---- - - - - -- STREAM SUMMARY 1 EFFECTIVE AREA(ACRES)= 319.40 TOTAL AREA(ACRES)= 369.80 PEAK FLOW RATE(CFS)= 697.21 TIME OF CONCENTRATION(MIN.) = 20.01 AVERAGED Fm(IN /HR)= .43 -mom 1 1 1 1 1 1 1 1 1 PEAK FLOW RATE TABLE 0 Tc Fm Ae 675.70 15.91 .42 260.74 687.95 17.06 .42 278.81 688.15 17.10 .42 279.37 690.29 17.70 .42 287.31 mo 692.43 18.47 .43 297.48 697.21 20.01 .43 319.40 696.35 20.79 .44 328.47 691.74 21.79 .44 338.60 691.44 21.84 .44 339.12 690.31 22.01 .44 340.56 687.59 22.35 .44 343.46 687.58 22.35 .44 343.47 687.48 22.36 .44 343.52 *. 671.63 23.72 .44 351.68 668.70 23.96 .44 352.96 664.20 24.20 .44 354.60 629.94 26.67 .44 363.41 624.69 27.06 .44 364.61 A' 617.97 27.53 .44 365.57 608.54 28.14 .44 366.27 510.76 34.96 .44 369.80 687.09 16.90 .42 276.65 1 1 1 1 1 $ .,* 1 1 $ 1 $ I $ 1 $ 1 $ XDEV. TYPES: 1 =Com,2= MH,3= Apt,4= Con,5=SFR 11+ 0 /AC,6= 8- 100 /AC,7= 5- 70 /AC, SOIL TYPE: USER = SPECIFIED X X8= 3- 4D/ AC, 9= 2D/ AC, 10= 10/ AC, 11= 0. 4D/ AC, 12= Sch ,13 =PK,14= Ag,15 =PC,16 =AC,17 =DC RUNOFF COEFFICIENTX ` + + + -+ c c c CAT BASIN CALCULATIONS C E t � Pm ■. PE INN � - 25 -YEAR STORM U N rrr era IMO OM IS P O ur i. NO 10 `" _ Page G - 37 • n N f\ a on rn N' Ni- lvi M l,, • co q LL) • o :0 0 a m � a v - m a; o J . o m h N all O ti, -, w lV c _ ` N1 tv N tvi Q . U o O N �N N _� J n z O 0 0 .0 0 0 •.. U W ' J F- y v o N `N , 1- ' ` N ao _ U Z N ...3 l - : . N h 0. til ^. p" w d a) _ � S 0 In 111.. N N9 • '^ .c o 6 0 a o 0 0 .- _ . C c L. ° ° ' N N F 4 0. o c in �9 �} :. ` 3 t . o ci U --$N '� N N V1 v ? -, 1 o E co m v ° c0 M ■ u. V o v e0 O Q. T- �. N 3 c ! a` . .. m o M ■ o yf 0 m o q 4 . '� -. t o c t1 a p y V yam d O Q % J"( <C<CCaa a 41 N t3. ' %; ti u 0 4. 1 I 00 o ..� V\ >- , r H 0. 4 Z 4 m 4 N x __ . `� AU O Q o s } 5..t E 1 w st,L•pz s t g•i P o - s ' 6 ' // S fx J \ ____\V____ 7 0 3 5006 Sj0 — Sf '6'/ - Oa . a W o z - A 317VA <I c t.. MO I v , ss NM t. ku 0 0 f • J a .1' • a O Y e00 u .: d r a J a. • p O 0 M S M W M M �' 4i d 1 J1 iA my nn I t * S ,� a Q S IM ti N • t . --] E \ . c ■ N . u K w \ c J �. z u \.( 9 �, N N ZE E ` — qt) a: op :: I E 1 S� I W 4 Q — • I z W O a a Y H I O ' (IN pn en U. N + QO r 0 • •r 0 U D •r '3 CE N I 14. N ' 1 = Q 2 M i . . F-- - 2 N ‘4.1 ta T t .r 2 Q >" 1- O O ` n , + Lb ., Q Cr :As. ` c g N N tV M .3 N N z w Q y d \ \ �! N ■ m c 4,0 O z i u t o ti Figure D -6 n_ 1 la" JOB V■+c -c- C V /3c uD. SrM . D 12 /A./. WAGNER PACIFIC, INC. 201 -B E. Yorba Linda Boulevard SHEET NO / OF Z PLACENTIA, CALIFORNIA 92670 CALCULATED BY G A g DATE 7- -9 L (714) 993 -4500 CHECKED BY DATE mum fc. 0 tAl 17%c rH c A 6c i s N./.4cc....6 Fat /Al gyp, ti p ....... DO D d•. / z' 43' .. %,,... a - .3.0._.... /, / 4. /o. 94 z Z. D b. o. 3 5 ' /.73 . /. 6,8 .. 3c$ 0.4 a 2.47 14 41 69/, / „. 0, 3.34 /9,/5 9/•. / 0 50 4.34 2/•89 /z9..o_ . . _. o,,5. : 5.48 2x43. 175.8 0,6,o .. 6.75 27137 2,3./. a..ep5... $•15 3o4/ 29 8 CA _ . 7.... _ 8.75 3 /. zo 3Z 74_ .... 0.7 0 .. ... .. 9.7/ 34-.3a .. .... 365. . 8 .... o.7 5 //.5z D . $ 0 _._ _ . _ , / 3....5.9. _ 44,49 . 5375 4 . $ ......_....... _ . . _ _ / 5 , 1. 3 ........ . 49.8 ... .... . 650 0 40 arg PROD= 2061 /Ne733/ Inc, Grogg 14s. 01471 .106 v E'1 13G UO, Sim. ORA /A./ WAGNER PACIFIC, INC. 201 -B E. Yorba Linda Boulevard SHEET NO. Z OF Z. PLACENTIA, CALIFORNIA 92670 (714) 9934500 CALCULATED BY G A 6 DATE 3 - /o - 9Z- ■n CHECKED BY DATE s ,' , w D6PT14 CAGG s �. p_c NtT7"Q 4_, t i .00 7 (r D po.. 10 � • 8,, CO e fie 7(76 p.r A_ _. __ : P.._ __..__ .._ - _ ---- . .:................... AM , o, $ a . 3.35 /Co.., 5 : .. /o . o . - . .. . .AM . . .o.. — 5, ..... r8. •9_ . / 3 4,. 3 o. 5.i5 . Zo -wo /78.7 ... Q - ..ep 7 Cpr coS G �j Z. / J- . z . S r. .a, - . . a,4-f 26.17 . . 3¢4,.9 . . _. . .0...80 9.6 , 7 .. ._. . Z8.677.. 409.0 0.8$._ . . . . / / ,. o[o .._ . /1L7 . ¢04 , 0. 9. 0 . .1 2.57 33•67 5 C 9.7...., _, , ,,, on riw • P Craton, Mani 01471. . • Alm — mos C . B . # / ' ..... ) - CURB OPENING ( Interception ) ; I Given: (a) discharge Q 2.5 = -- //. 9 .,CFS _ • , . . , (b) street slope S = 0. o / ¢ -: 1/ 8" VE:rzr. dig. " .0 1 (c) curb type "115EV'_ 13 3! e - , L 76.- p 67 ' s - s tee..s ... ... , (d) half street •width = 4 ! .__ . _ . Solution: 1 Q/S '.= //.? R 0.v0/4 , 3 - -Therefore .yg o7] - , Q /L = 0.53 i . . 1 .. L = ti. 9 / 0. 53 a ZZ. 6 (14' for total interception) , . . . 1 TRY: L Z / ' ft. • -- • l'77'.,) . " . . . ; 1 i - •-• I. . z/ / oz. 4., z II I 1 a/y = .,33/ o,t4 To.z5;1 i l' • , . siQ =O Q o.9? X //. 9 = . //., CFS (Intercepted) Qc= /1.9 ' - 0. 1 . CFS(Carryover) J . . :1,. i '1 .) - - . . .1, AI , le i , .'") AN • -35- — • C. I3 . 1! 2 STA Z Z 4 ' 5aara 5 ioE %/A .EY - "" CUPP: OPENING (SUMP) Given: ' (a) Discharge Q Z5 = 6o • 2 CFS (b) Curb type g " V62r Co. • Z" 126PR %5IoNI 00 Solution: 11 (depth at opening) = 6" • inches h (height of opening) -" /0 inches • 11/h = S" / ,o" _ ( 0. ( • • From Chart: • Q /ft. of opening = o• 869 CFS - L required = �o. 2 / 4. 8 <o = 7. 2 ft. USE L= t 7. ( ft. • i 7,/ Z .. a. . ,-..._______ i 01 • -31- C . I3 . 11 3 STA. ZZf Z5 ,kJa' TN Sipa VAt.t.E' CUPID' OPENING (SUMP) Given: (a) Discharge Q a5 = 32 CFS (b) Curb type ‘ - "A. ^4 — 8" Vele.r ca► Z" O6PQGs sic, ^i Solution: 11 (depth at opening) = 3 " inches h (height of opening) •- /v " inches • II /h = 8" / to" =[ 0•80 I - • From Chart: Q /ft. of opening = /, 75 CFS L required = 3 Z / /.75 = /8.3 ft. U SE L= [ Z/ I ft. RAN i4 Z '� Aar y -31- C . B. 1 4- AZE. PALM urre..) --. 6r Cu CURB OPENING ( Interception ) .. I ' ) .. Given: (a) discharge Qz5 = --/0.8 CFS . . (b) street slope S = 0. 007 (c) curb type "A-2"_ "D" Z"o 6' JokerS , i° Di - - — , (d) half street width = Z . . , ft. . - 4 i - . Solution: II - 1 V2 Qi 0 a io• 8 /( o• 0 67 ) = / g 9 - -Therefore .y=I O. 6 6 I .., . Q /L = 0. 4. 4- L = / / o. 44 - z z4.5 (L total interception) _ .--.— ---„,.. •••••••11..• - I ■ i I TRY: Le / ft. . ,• , . ..-/ / 4 / z4.s = 0 .57 a/y = .38/ Q 0...7 ,, X / = 8. 5 CFS (Intercepted) " --- - Qc= /0 g - E3. 5 z CFS(Carryover) ! i . . . . . . .. .. _ _ lir • _ ... -35- 1 __ _ C. B. I $ ,cLw. c.a. PAe-METro was s, � -, - CURB OPENING ( Interception ) "- Given: (a) discharge Q zs = -- / CIF - -.(b) street slope S = O. 0 11 11 11 11 z wz26p /4CS loAr (c) curb type A-2 ._ I� . r I (d) half street width = ZO - - , .. °" Solution: Q/S = 7 . / /( 0: 007 . j/z 85. -- - Therefore y=10.47 1 Q /L = o• 34 - ..� .. . . �. �° L = . /o • 34 = ZO 9 (Llor total interception) 1 TRY: L /4- ft. a / y = • T 4/ � f / O / �� •. h 3 Q= 1. / X 0 .8S = Co. 0 CFS (Intercepted) Qc= 7. / - Co. 0 = I• l . CFS(Carryover) , 1 I , . .. tiTh -35- ar C. B. # , STA• + CURB OPENING ( Inter ccption ) CC¢t/z)= Given: (a) discharge Q es = /3. ¢ . CFS (b) street slope S = o. ooze ' l' 11 w nI L— g Z " 6iore J!' io H./ (c) curb type (d) half street width = 4,3 ft. Solution: Q/ S /3.4 /( 0. 00L 0 ) V2 = 300 . Therefore y=L l Q /L L = l3. 4 / 0 .54 Z4.8 (L for total interception) TRY: LP= 0 ft. 1/L = Z( / Z4.8 -C a-8Si a l . l a / l o.6,6 = 10.8cp 1 Q/Q = Qp= /3. ¢ X a . q g = /3./ CFS (Intercepted) Qc= 13.4- ' - /3./ _ 0.3 _---- CCFS(Carryover) -35- C. B. . 1 7 5TA• 30450 Aso N• 5 " ) -6- YA- ..- Vu• of ti'16/44CrTO CURB OPENING ( Interception ) Given: (a) discharge Q ZS = -- 9.7 .,CFS. (b) street slope S = 0.09V$ '/' ; 1 , 63" Vaie7 cB. r I i z" ' I *� ( c) curb typ '- --' R d ePress�o rr , . 1 1 . 1 (d) half street width = ¢, 'it. , . . ,i i ; Solution: I 1 Q /S , ?. 5 /( o.q°z6 P. /$O •- - Therefore y �l 0 .59 I i1 @ /L = 0•45 1 . ' L = 9 / o.¢$ = 22/ / (L .for total interception) ■ ■ TRY: L, ft. L, _ l4 / 2 _1 o. (a&ai ' ... •17 , . I a/y = ,fl o.59 = :l o. z9 . Q , = • 0. 869 .. . ._. Q • - QP_ e_9-486, X 9.7 = B• 3 CFS (Intercepted) . Qc 9.7 • - 8.3 . = /-4 CFS(Carryover) .; mg I • • •- -35- • n. 100 -YEAR STORM MINI OM Oil ✓ ✓ r NMI _ — Page G - 37 I 0 > a 14) ' \.9 \ d- M ! 0 eu ( Ni ' ti - -` - —. � c w 0 a0 °0 `00 °O _0 ° - a _ ` a ` I g N N M m l7 ° `' p N r u J +H o� N atl O p0 c .9 S N .) N N Q N c _ U a 0 `� �f 1 `4) -1- � N- WI = O — - M U W - J 1- y - - - V o] N .N N I N - V . u «- o) o K1 Q N N m • t V 0 O 0 O 6 Q Cn AR c -0- �c e N. N a a O "" e, o '�. c i n N ' . L1 0 O 0 .4.7. N c.) _IN M N CA m o • " N. t` V1 l o v � '� -. N u. 0 O, 1J 0 >. c N 0 • c I- N M M N ■ o v ki CO ° Q�w, d v.' c r n 'N G w y y, tl w Vim PO + a v • V a■ - a w o h '.t ,It, 14.41 + it qW` +A w±� - 0, u 0 Q ,,, , N V it - i N a , y ` d` v, ,t N° a 4l. Mm a e v v v v o e� vv N cQ I. N < C< <4. <<I 4 J U � � E+ � �. � M tV ti u O r I ` A l Mh r i ifi V\ w ... W H < 1 � .r J 0 Q o� s� - -� - Stvoy, £'2 I N Sj' E . •6'9 st £'O! a ,tom 0 T Ili CC '. gX 0 - t 1/41." _ AM I u- o t 1 1 \ °a IlL AS 0 z a S j29 •g / _ V29 c ? / 2 ' et .16) a. 0 u_ C 2 _ c 1. 1 D 40 _, A I v k No. "' • k V Q Q, 0 .. ., 'V t) U • o l i i .1 kl o c v Q Q e � fif 7 te d u • Q ,L S' • v 0 — .m • • V V d 0 • • ,.. V I 1 • ` , OJ __ \9 00 N 0 m m p� o 0 W- ■ * „A op , h `9 S S d rt 1 t1 V1 1 (Yl O a S M o N a d- m N N � ' m N t IS r J J , :, IL N '.A .� 1� k1 41 0 M Z c � �u .E N (r1 ` ffJ a0 \ °0 a4 I E - - W H , G < a z n > tat i - 2 )• . . O = 0 0 % N co ''n n a0 �; 1t. o t i : o . M Q` o ., r • r - N N N N N M p < . H Z o : 1J\ O + `� ,. Q V a `; 6\ a1 ti O z `� ,� O Z N N W N 1t 2 Q o �� 0 p M m y Z d- N J zi I 4 N N ►N ` ti ti N N ■ t ct Figure 0- 6 n - l men JOB V A 4 • 6 V I? z u p . C r A.4 . 012A ) A.1. .., WAGNER PACIFIC, INC. 201-B E. Yorba Linda Boulevard SHEET NO. / OF e 4. PLACENTIA, CALIFORNIA 92670 CALCULATED BY BY A g DATE 7•:-/e - 9 e-- (714) 993-4500 AO . CHECKED BY DATE mums tz. 0 IN 17.5PTH C A GC / S .. . • : ,•• 1 1 i i I i i - • : *us 4 I 4 4 ... ; 3 i : ; • • . • •. ! : • : : : . . • • . , „ D 1 ... • v : 1 . i 6' 1 1 ...... . . . .. . • : : , 1 .t.... r ): i ! : ' l'• ' . , ova • : ' 7- !!. 1 1 I ! I i 1 , , : ! i :•••• ! .. , , Aa,r .; I.. • .: . : i . 1 4 i - i• i 1 gl z .. /'.8 01 .1 1 ! : 1 , ! ; , : ! " • : ■• ' 1 I : . . 1 .._ 43 , ;let . , ! ■ 3 { 3 .4 . : . . : . . . . • . i .i .. . .1 i ! ..,......:, : ; , ......... . . ..... . . . . : I 1 1 • ' . . . . . . . . . : . I i d e 11 ' 1 I AP . 1 .-..! • : c.30 : : I.. /.. /4 'il 1 ,. /094 35 : : ! /.73 1 teeS 58./. . . . . . . . . 1 i 1 , : : • : - : 47 1 /. / . : • , : : ,:' 50 • . ; 4...34 ' 1 01 1 1 /o?,io , ! : i i • • . . ' : oi.,5$ - ..._ .. :. .. : • 5.48 : 1 ,. 1 i';7:8 1 I 1 : , • 7 _ - , ... . 0.6 .... i.. 845 ' ; .6..// : 1 1 .5 g . . 4?. j : 1 /. ! 32744 . ; , i 1.......:......... ..... ..... ..,' .. . . 0 ,7.0 .. :. : 4.7/ ', ; .; 3#,3Z 44,4,9 i , 50 7.5" ' . • .... . „ 0.85 : /5..4.3 ,' . i 49. $6, . . . : i i : : : t . • : : , : , " • i i ; . : 1 : : : , : : : , ; • I : , . . . . . . • • mi . • . • : . . : • • • . . „ . . , : : : t . t • , , : ; ; ! - • 1 . : .10 .... : •'• I I 1. . I 1 ' ' ; f 't i t . • . . : .•' . . .4au . , . - • , ' t 4 t t i• : ' ' I • ma . . . . .. • , : : • : t t t ; • ! i : . ,. ,t,.. - • • . . . . . . . . . : . .. . . . . . : . • • .. .. . . ..• : • : vow ' PROW 204 1 (TVC74.: i.. , ,10110 Mb% 01411 INa WAGNER PACIFIC, INC. JOB V AGG B y Fg e VD. 5 vde.9 /A/ 201 -8 E. Yorba Linda Boulevard SHEET NO. Z OF Z : PLACENTIA, CALIFORNIA 92670 CALCULATED BY G A 6 DATE 3 - /0 -9 L (714) 993 -4500 CHECKED BY DATE same. / w DEPT/-/ CAGG i i was ,Q PZ. ww........... r t....... . • . ........._ ...... ... i I i . 't 1 ' l ! 1 y & �w ; • , t . pTf/` A P .. • `S - :. 3 .a�'............... oo. o, . : ¢. 2a ................._ /... ... . ' o. CPO : .. ......5• �_ ..................30.6 ....... ........._:../..7.8.7.......... `:... ' 0.121 ' 1.. :. _ o, 75 1 _... . .0..8P .: .._ :... ..............? ef7. z$.47 :..4091 ...;.... . . 0 • . 8 $ . :... ... i�. �t ........... _ ...... _.. _31.,x..7.:. ¢_04 •_s 5 &9 .7 • VIII . . la . P.Odkt1011. • .. i.. u,. r lfl C. B. N / ¢O BAST of ST A.20 +10.¢8 t,C. /k/oarN Sipe 00 VR(.4.E CURB OPENING ( Interception ) (a) discharge Q /coo = Flo' 0 CFS Given: O (b) street slope S = e. ool ¢ ' I' 8" �lEar. Cos. (c) curb type Z ., DePae ssiokl (d) half street width = 4- 3 ft. Solution: Q/S ''z= O:Oor¢ z= 428 - Therefore y =l 0•7¢ l Q /L = O. L = /6 / 0,,6,Q = ZG, 7 (L -for total interception) TRY: L Z / ft. • /L = Z/ l z6.7 .1 0.791 aly = :3l 0.74 = I o.Z3I si c) = 0 _ - P Q ICp.O X 0.95 = /5.z CFS (Intercepted) Qc= l Co. D /5.Z = r � ___ 8 C FS(Carryover) -35- C. I3 . !! Z , STA ZZ -e S'oUTN Sr06 VAL.4.6y C un r OPENING (SUMP) Given: (a) Discharge Q /00 = / (o• Z CFS (b) Curb type "A -2" "D" 4" Rolled 6" Rolled $" V Etr, Cg. Z., i96 Pe&55lo'1 Solution: Il (depth at opening) _ ^ /0" inches h (height of opening) -- /O rr inches .11/h = / 10" 4 /,0 • From Chart: • Q /ft. of opening = Z. 4 CFS L required = / Co. Z / 0, 4 = — Cv, 8 ft. • U S E – l 7.0 ft. L= 30' /3 _ 4 1 Ids l• 6 • AVA • • rot -31- YI1 C. I3. 11 3 5r4. zZ-e a5 Alva rN S0D E Vp L.L e y CURB' OPENING (SUMP) . Given: (a) Discharge Q !oo = 7 9• Co CFS (b) Curb type "A -2" "D" 4" Rolled 6" Rolled $" Ve2z Cs. • Z„ Da PrzESSlohi _ Solution: 11 (depth at opening) = /3. z inches -, h (height of opening) -_ /0 ". inches - Oil 11/h = i3. "/ 10" "1 /• 1 41410 . From Chart: - Q /ft. of opening = 3.4 CFS { • L required = 79, Co 1 3.4 = 2 3 - 4- ft. - U S E L = C : Z/ 1 1 rt. , .6. . .D. . ra .....b----.. . Alto . • . -31- C. B. A 4 r STA. ZB"OIo r clF_ Ge PAn'6sro d VAa�6Y ,E,4s r S'.o6 4.1 CURB OPENING ( Interception ) Given: (a) discharge Q /oo = 37./ CFS street slope _ i /� (b) P e S = 0• col _ 8" t/E G iS. (c) curb type Z _. (d) half street width = ZZ ° ft. Solution: I V2 4 4 3 •Therefore y= O. 8L Q /L = o. • = L = 3711 0 , & 8 = s4 (o (L for total interception) TRY: LP= /4- L = l4 / 54.6o =1 62'6" l WIN a/y v. / _.s�lo:8z r7 'IQ 0.4Co Q 37.1 X 0, # ' = /7./ CFS (Intercepted) Qc= 37, t - lam = ZO.O CFS(Carryover) i -35- set C. B. # 5 3rA. ZBfoCo ,rr S� Oe� �/� T guy c.R. pioG,arsrro Sdr 441_6y �,tles sr -• CURB OPENING ( Interception ) Given: (a) discharge Q / oo = 37. / CI: PS (b) street slope S = o. 007 o / Aar S „ veal , Cs. (c) curb type ``' "'_'� — 2 " 0 6PR6suoAI ”' (d) half street width = 20 ft. Solution: I ' yz Q S = 3 7. 1 /( 0:007 ) = ¢43 -Therefore y 4 0. 82. / Q /L =o•C.08 54 Co (L for total interception) ft. P = • TRY: L /¢ Lp IL - / ¢ I s4.6 _ o•e&I Z = 1 1 SIQ o•¢CP Q 37./ X 0.4& _ / 7./ CFS (Intercepted) �. Qc= 37. / 7 . / ` 20.0 CFS(Carryover) �.. -35- C. B. N Co SrA. W•14/‘ C. VAc,6Y r P. c..i-ro rro - /►lo. S. '6 VA 1.4.6 CURB OPENING ( Interception ) you 512,- Given: (a) discharge Q /oo =1 - MB.0 CFS (b) street slope S = o • ooze, 111 8 V5ie.r. GS, (c) curb type " • z" Poi -r`S S /oh (d) half street width = 43 ft. Solution: Q/S /8.0 /(o 0oZ2 ) z 403 - Therefore y =1 0 .71 1 Q /L = o•SCn L = /8.0 / 0.540 = 32.14- (L for total interception) TRY: L Z1.0 ft. • , L L = 21.0 1 3Z 14 =1 •1 o , a ly = .2l 0•7/ = c Q = o• 87 Q - /8.0 X o•87 = • /5.7 CFS (Intercepted) Q fig. O i5.7 = Z- 3 CFS(Carryover) -35- C. B. 0 7 S 301"$0 Atm A1,. Si P6 VA140701 - 1.1q$ op P„1., CURB OPENING ( Interception ) .94 Given: (a) discharge Q,ao = /Z. Z CFS (b) street slope S = o. oo Z 8 'it (c) curb type " (d) half street width = 4.3 ft. • • Solution: S /Z. Z / ( 0. ) = 2 Therefore y4 0. (0,3 I Q /L = 0.5.0 • L = i2. Z / = Z¢•¢ (L for total interception) TRY: L /4.0 ft. • ) 111 L r . o l z4.4 =10.671 .17 1 l a/y = .3 1 .603 li = o.8Z • Q /2_2 X o• SZ = /a.o CFS (Intercepted) Qc= /Z. z. • - io.o = Z• Z CFS(Carryover) mel res -35- 1 LATERAL SIZING AND CATCH BASIN DEPTHS E E C C E C E c MEI JOB VAG.G E V 5 7 O /2 M Q/2 A iA/ - C 6 S AN WAGNER PACIFIC, INC. S HEET NO. S / OF ` 201 -B E. Yorba Linda Boulevard PLACENTIA, CALIFORNIA 92670 G, ,4, /3, DATE O.. QQ Z - 9/ (714) 993 -4500 CALCULATED BV FAX (714) 993-6837 CHECKED BY DATE Ati seald-z-_ I 35Z - v5 -P V V : (cF+ )+ /.Z_z,. -. , ._ Cfj ....... / • A/O erk. '5 - lee : VA LI- E As _ 1 9 / '?E :Tale is ..._ 5 . 4Q.` t, dF__ 5rA,.._zo4-lor48...__. '. :.. ... . ........... ........ !I. 8..c -Cs ( an /ere epfed) Z/ C. ro d...= f$ " . ......... q,,,, . -.. /5•?.. 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' macaw (Nam / uK. sake, ra 01471. c c 1 c WATER SURFACE PROFILE ANALYSIS E 1 C 10 A , F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM HEADING LINE NO 2 IS - LINE 'A' - I -10 CHANNEL TO VALLEY BLVD AND PALMETTO AVE. HEADING LINE NO 3 IS - FONTANA CA (FILE: VALYEA2) 40 Act 40 1 V* DATE: 12/ 8/1992 TIME: 15:48 AA F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 ,0,41 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP A. CD 1 2 0 0.00 5.50 12.00 0.00 AA CD 2 3 0 0.00 4.50 10.00 0.00 0.00 0.00 Am CD 3 4 7.00 CD 4 4 6.50 CD 5 4 3.50 CD 6 4 3.25 Aff CO 7 4 2.50 AA CD 8 4 2.00 CD 9 4 1.50 0 CD 10 4 6.00 CD 11 4 4.25 • %A CD 12 1 0 0.00 5.50 6.00 1.50 1.50 0.00 Am A. 40 04 40 -w. mm me F0515P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING mm ELEMENT NO 1 IS A SYSTEM OUTLET 1 1 1 U/S DATA STATION INVERT SECT W S ELEV 878.00 102.18 12 106.43 ELEMENT NO 2 IS A REACH 1 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H m , 928.00 102.28 12 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A REACH 1 1 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 989.00 102.64 12 0.013 0.00 0.00 15.00 0 ELEMENT NO 4 IS A REACH 1 1 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 989.14 102.65 12 0.013 0.00 0.00 15.00 0 40 ELEMENT NO 5 IS A JUNCTION 1 lE X 1 1 1 1 U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 989.28 102.66 12 12 0 0.013 67.0 0.0 102.65 0.00 30.00 0.00 ELEMENT NO 6 IS A REACH if 1 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 990.00 102.67 12 0.013 0.00 0.00 0.00 0 mg ELEMENT NO 7 IS A TRANSITION 1 1 1 U/S DATA STATION INVERT SECT N 1022.00 102.70 1 0.013 ELEMENT NO 8 IS A REACH 3E N 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1032.57 102.72 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 9 IS A WALL EXIT M U/S DATA STATION INVERT SECT 1032.57 102.72 2 ELEMENT NO 10 IS A REACH 1 1 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1033.57 102.73 2 0.013 0.00 61.54 0.00 0 w► ELEMENT NO 11 IS A REACH 1 1 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1087.28 102.88 2 0.013 0.00 0.00 0.00 0 AM ELEMENT NO 12 IS A REACH 1 1 iE U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1585.00 103.61 2 0.013 0.00 0.00 0.00 0 ELEMENT NO 13 IS A TRANSITION 1 1 M mm U/S DATA STATION INVERT SECT N A „ 1600.42 103.90 3 0.013 mm IN AO F0515 PAGE NO 3 A. WATER SURFACE PROFILE - ELEMENT CARO LISTING AM ELEMENT NO 14 IS A REACH 1 X X ,� U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1600.42 103.90 3 0.013 0.00 0.00 0.00 0 4. ELEMENT NO 15 IS A REACH 1 11 X U/S DATA STATION INVERT SECT N RADIUS ANGLE AN6 PT MAN H 4r 1939.82 105.94 3 0.013 0.00 41.65 0.00 0 ELEMENT NO 16 IS A REACH 1 11 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1972.53 106.13 3 0.013 0.00 3.44 0.00 0 4. ELEMENT NO 17 IS A JUNCTION X X X X X X X .44 U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 1973.85 106.14 3 8 0 0.013 0.1 0.0 109.00 0.00 43.36 0.00 ELEMENT NO 18 IS A REACH X X X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H - 1975.24 106.15 3 0.013 0.00 44.94 0.00 0 ELEMENT NO 19 IS A REACH 1 11 X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2010.48 106.36 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 20 IS A REACH X * X - U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2175.00 107.35 3 0.013 0.00 0.00 0.00 0 ELEMENT NO 21 IS A JUNCTION 11 X X X 1 11 X U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 4 2178.00 107.57 4 9 7 0.013 0.1 0.1 110.10 109.85 30.00 53.00 ELEMENT NO 22 IS A REACH X X X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2182.00 107.78 4 0.013 0.00 0.00 0.00 0 ELEMENT NO 23 IS A REACH 1 * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2681.75 110.78 4 0.013 0.00 0.00 15.00 0 ELEMENT NO 24 IS A REACH 1 11 X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2681.80 110.78 4 0.013 0.00 0.00 15.00 0 AM ELEMENT NO 25 IS A JUNCTION X 1 X M X X X U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2686.92 110.81 4 5 0 0.013 53.0 0.0 113.27 0.00 30.00 0.00 AIM AO AA AM MO err F0515P PAGE NO 4 :m WATER SURFACE PROFILE - ELEMENT CARD LISTING AO ELEMENT NO 26 IS A REACH X X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2692.25 110.84 4 0.013 0.00 0.00 0.00 0 Am ELEMENT NO 27 IS A REACH 3E X X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2694.33 110.87 4 0.013 0.00 0.00 0.00 0 _* ELEMENT NO 28 IS A REACH X X 3E ems« U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2712.33 110.98 4 0.013 0.00 60.03 0.00 0 Aft ELEMENT NO 29 IS A REACH X X 4 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2759.49 111.26 4 0.013 0.00 0.00 0.00 0 Aft , ELEMENT NO 30 IS A REACH 3E * 4 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H Am 2829.85 111.68 4 0.013 0.00 0.00 0.00 0 AO ELEMENT NO 31 IS A JUNCTION X X * M X A. U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2832.18 111.70 4 9 9 0.013 1.0 1.0 114.20 114.20 30.18 30.18 m ELEMENT NO 32 IS A REACH X X X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2844.18 111.77 4 0.013 0.00 0.00 0.00 0 AA ELEMENT NO 33 IS A SYSTEM HEADWORKS X AA U/S DATA STATION INVERT SECT W S ELEV 46 2844.18 111.77 4 118.50 NO EDIT ERRORS ENCOUNTERED - COMPUTATION IS NOW BEGINNING AO AM AO OW :1 40 mo 40 F0515P PAGE 1 WATER SURFACE PROFILE LISTING PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE 'A' - I -10 CHANNEL TO VALLEY BLVD AND PALMETTO AVE. FONTANA CA (FILE: VALYEA2) STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 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 3f3E3f*1*3fM3f*3f3kif*3f3EifM3fIM3fM3E*3E*MX3l lE3fXI3E3E3E3E3ElE*X3EiEXXX3f3f3fX3EXiE3E*MM3E IXI( 3ElE3E3EX*******3E3f***X3EifCE3fCf3E3E3M3f**3EX*******3E**3E****3E******* 44 878.00 102.18 3.871 106.051 515.3 11.27 1.973 108.024 0.00 4.318 5.50 6.00 1.50 0 0.00 50.00 0.00200 .003435 0.17 4.352 1.50 04 928.00 102.28 3.754 106.034 515.3 11.80 2.163 108.197 0.00 4.318 5.50 6.00 1.50 0 0.00 MO 11.81 0.00590 .003570 0.04 3.328 1.50 939.81 102.35 3.795 106.145 515.3 11.61 2.095 108.240 0.00 4.318 5.50 6.00 1.50 0 0.00 25.63 0.00590 .003281 0.08 3.328 1.50 965.44 102.50 3.918 106.419 515.3 11.07 1.904 108.323 0.00 4.318 5.50 6.00 1.50 0 0.00 15.42 0.00590 .002884 0.04 3.328 1.50 980.86 102.59 4.045 106.637 515.3 10.56 1.731 108.368 0.00 4.318 5.50 6.00 1.50 0 0.00 8.14 0.00590 .002535 0.02 3.328 1.50 989.00 102.64 4.174 106.814 515.3 10.07 1.574 108.388 0.00 4.318 5.50 6.00 1.50 0 0.00 0.02 0.07143 .002362 0.00 1.726 1.50 989.02 102.64 4.183 106.824 515.3 10.04 1.564 108.388 0.00 4.318 5.50 6.00 1.50 0 0.00 0.12 0.07143 .002209 0.00 1.726 1.50 989.14 102.65 4.318 106.968 515.3 9.56 1.421 108.389 0.00 4.318 5.50 6.00 1.50 0 0.00 JUNCT STR 0.07143 .001350 0.00 1.50 40 989.28 102.66 5.366 108.026 448.3 5.95 0.549 108.575 0.00 4.017 5.50 6.00 1.50 0 0.00 44 0.72 0.01389 .000637 0.00 2.485 1.50 w 990.00 102.67 5.352 108.022 448.3 5.97 0.553 108.575 0.00 4.017 5.50 6.00 1.50 0 0.00 Am TRANS STR 0.00094 .000842 0.03 1.50 40 1022.00 102.70 5.135 107.835 448.3 7.28 0.822 108.657 0.00 3.514 5.50 12.00 0.00 0 0.00 Am 10.57 0.00189 .001047 0.01 4.136 0.00 AM 40 AO F0515P PAGE 2 WATER SURFACE PROFILE LISTING PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE 'A' - I -10 CHANNEL TO VALLEY BLVD AND PALMETTO AVE. FONTANA CA (FILE: VALYEA2) STATION INVERT DEPTH W.S. A VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR -W114 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR me M1E1f3E3E3f3E1ElE1f1f1E1f3EtEtE1f1f3EtE*3f1f3E1f3f3f3E3EtE3EtEXlE*3E*tEtElEtE1E3E3E3E1f1E3f1E3fX3EtE3EtE3E3f1E3f1E3E3EX1f3fM 3flE3f1f3E3E3EX1f3E3E3E3E1f1t3E1EX3E1E3f1k3f1E3f3E3E3E3E*1fiE*1E3E1E3f*1fX3EiE3E*1EtEtE*1E3E3E3E1f1E3E*3f1E3E1f1f3E *X* -m 1032.57 102.72 5.122 107.842 448.3 7.29 0.826 108.668 0.00 3.514 5.50 12.00 0.00 0 0.00 WALL EXIT 0.00 1032.57 102.72 5.123 107.843 448.3 10.02 1.558 109.401 0.00 3.968 4.50 10.00 0.00 0 0.00 1.00 0.01000 .004307 0.00 2.698 0.00 1033.57 102.73 5.375 108.105 448.3 10.02 1.558 109.663 0.00 3.968 4.50 10.00 0.00 0 0.00 -. 53.71 0.00279 .004307 0.23 4.259 0.00 1087.28 102.88 5.456 108.336 448.3 10.02 1.558 109.894 0.00 3.968 4.50 10.00 0.00 0 0.00 497.72 0.00147 .004307 2.14 4.500 0.00 1585.00 103.61 6.870 110.480 448.3 10.02 1.558 112.038 0.00 3.968 4.50 10.00 0.00 0 0.00 TRANS STR 0.01881 0.00 1600.42 103.90 5.177 109.077 448.3 14.69 3.351 112.428 0.00 5.565 7.00 0.00 0.00 0 0.00 193.63 0.00601 .006354 1.23 5.217 0.00 1794.05 105.06 5.024 110.088 448.3 15.16 3.571 113.659 0.00 5.565 7.00 0.00 0.00 0 0.00 145.77 0.00601 .006986 1.02 5.217 0.00 1939.82 105.94 4.809 110.749 448.3 15.90 3.928 114.677 0.00 5.565 7.00 0.00 0.00 0 0.0( 32.71 0.00581 .007522 0.25 5.294 0.00 AM 1972.53 106.13 4.744 110.874 448.3 16.15 4.049 114.923 0.00 5.565 7.00 0.00 0.00 0 0.00 10 JUNCT STR 0.00758 .007668 0.01 0.00 AW 1973.85 106.14 4.740 110.880 448.2 16.16 4.055 114.935 0.00 5.564 7.00 0.00 0.00 0 0.00 gm 1.39 0.00719 .007678 0.01 4.855 0.00 1975.24 106.15 4.739 110.889 448.2 16.16 4.057 114.946 0.00 5.564 7.00 0.00 0.00 0 0.00 mm „ 35.24 0.00596 .007836 0.28 5.235 0.00 gm mar <§» F0515P PAGE 3 WATER SURFACE PROFILE LISTING 00 PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE 'A' - I -10 CHANNEL TO VALLEY BLVD AND PALMETTO AVE. FONTANA CA (FILE: VALYEA2) STATION INVERT DEPTH W.S. A VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 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 IEME3DE3R3E3f**X*3f3E13E3fMXIf3f3E3EIMM3fWE3E3f3EMlE3E3fM 3f3E**C0110f3fME3RM(*)( **N 3f*3E**3t*IMMEHMOOE *X3E3f3ECfMEMX3E*3E3E*N 3E****3E****N*i***** 2010.48 106.36 4.670 111.030 448.2 16.43 4.191 115.221 0.00 5.564 7.00 0.00 0.00 0 0.00 AM 83.85 0.00602 .008440 0.71 5.213 0.00 Aft 2094.33 106.86 4.498 111.363 448.2 17.15 4.566 115.929 0.00 5.564 7.00 0.00 0.00 0 0.00 40 80.67 0.00602 .009455 0.76 5.213 0.00 4. 2175.00 107.35 4.319 111.669 448.2 17.98 5.023 116.692 0.00 5.564 7.00 0.00 0.00 0 0.00 JUNCT STR 0.07333 .009149 0.03 0.00 2178.00 107.57 5.005 112.575 448.0 16.34 4 :146 116.721 0.00 5.596 6.50 0.00 0.00 0 0.00 0.52 0.05250 .008209 0.00 2.749 0.00 2178.52 107.60 5.042 112.640 448.0 16.22 4.085 116.725 0.00 5.596 6.50 0.00 0.00 0 0.00 2.56 0.05250 .007757 0.02 2.749 0.00 2181.08 107.73 5.299 113.031 448.0 15.47 3.714 116.745 0.00 5.596 6.50 0.00 0.00 0 0.00 0.92 0.05250 .007062 0.01 2.749 0.00 2182.00 107.78 5.596 113.376 448.0 14.74 3.375 116.751 0.00 5.596 6.50 0.00 0.00 0 0.00 104.60 0.00600 .006550 0.69 6.500 0.00 2286.60 108.41 5.960 114.368 448.0 14.06 3.068 117.436 0.00 5.596 6.50 0.00 0.00 0 0.00 385.08 0.00600 .006786 2.61 6.500 0.00 00 2671.68 110.72 6.500 117.220 448.0 13.50 2.830 120.050 0.00 5.596 6.50 0.00 0.00 0 0.00 00 10.07 0.00600 .007263 0.07 6.500 0.00 00 2681.75 110.78 6.513 117.293 448.0 13.50 2.830 120.123 0.00 5.596 6.50 0.00 0.00 0 0.00 00 0.05 0.00000 .007302 0.00 0.000 0.00 40 2681.80 110.78 6.654 117.434 448.0 13.50 2.830 120.264 0.00 5.596 6.50 0.00 0.00 0 0.00 AM 40 JUNCT STR 0.00586 .006489 0.03 0.00 am F0515P PAGE 4 WATER SURFACE PROFILE LISTING 4" PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE 'A' - I -10 CHANNEL TO VALLEY BLVD AND PALMETTO AVE. FONTANA CA (FILE: VALYEA2) STATION INVERT DEPTH W.S. A VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 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 AN )0000001X X1 X ( XXX XXXXI*1 HUMOR XX *** *3E*X**M** * **X* **WOUW OMXXXX*X** *XXIXXXIXIIIM MIX* ***X* **XXXXX *XXXX * *X* XXXXXXXX *** X* 2686.92 110.81 7.680 118.490 395.0 11.90 2.200 120.690 0.00 5.307 6.50 0.00 0.00 0 0.00 5.33 0.00563 .005676 0.03 5.353 0.00 2692.25 110.84 7.681 118.521 395.0 11.90 2.200 120.721 0.00 5.307 6.50 0.00 0.00 0 0.00 2.08 0.01442 .005676 0.01 3.732 0.00 2694.33 110.87 7.662 118.532 395.0 11.90 2.200 120.732 0.00 5.307 6.50 0.00 0.00 0 0.00 18.00 0.00611 .005676 0.10 5.127 0.00 2712.33 110.98 8.014 118.994 395.0 11.90 2.200 121.194 0.00 5.307 6.50 0.00 0.00 0 0.00 AM 47.16 0.00594 .005676 0.27 5.202 0.00 2759.49 111.26 8.002 119.262 395.0 11.90 2.200 121.462 0.00 5.307 6.50 0.00 0.00 0 0.00 AM AV 70.36 0.00597 .005676 0.40 5.187 0.00 2829.85 111.68 7.981 119.661 395.0 11.90 2.200 121.861 0.00 5.307 6.50 0.00 0.00 0 0.00 01" JUNCT STR 0.00858 .005647 0.01 0.00 2832.18 111.70 8.018 119.718 393.0 11.84 2.178 121.896 0.00 5.295 6.50 0.00 0.00 0 0.00 me 12.00 0.00583 .005619 0.07 5.222 0.00 AN 2844.18 111.77 8.015 119.785 393.0 11.84 2.178 121.963 0.00 5.295 6.50 0.00 0.00 0 0.0L wr AW AN NO NW ms maa PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25•YEAR STORM LINE 'A' - I -10 CHANNEL TO VALLEY BLVD AND PALMETTO AVE. FONTANA CA (FILE: VALYEA2) AN 878.00 .I W C H E . R 902.27 . 926.55 . 950.82 .I WC H E . R 975.10 .1 W C H E . R 999.37 . I WC HE . R 1023.64 . I WC H E . R 1047.92 . I WC HE . R 1072.19 . I WC HE . R 1096.46 . I X HE . JX 1120.74 . I C WH E . R 1145.01 . I C WH E . TX "" 1169.29 . I C W H E . R 1193.56 . IYYYYYYYYYYYYYYYYYCYYYYYYYWYH E . WX 1217.83 . I C H W E . R ,. 1242.11 . I C H W E . R 1266.38 . I CH W E . R 1290.66 • 1314.93 • 1339.20 • 1363.48 • 1387.75 • . 1412.02 • 1436.30 • 1460.57 • 1484.85 • 1509.12 • 1533.39 • 1557.67 • 1581.94 1606.21 . 1 C H W E . TX 1630.49 . I W C H E . R 1654.76 • 1679.04 • 1703.31 • 1727.58 • _1751.86 • AO 1776.13 • 1800.41 . I W C H E . R ' 1824.68 • 1848.95 • 1873.23 • . , 1897.50 • 1921.77 • 1946.05 . I W C H E . R 1970.32 • "" 1994.60 . I W C H E . JX ... 2018.87 . I W C H E . R 2043.14 . I W C H E . R .0 2067.42 . I W C H E . R 2091.69 . • 2115.97 . I W C H E . R 2140.24 . • Ale 2164.51 . 2188.79 . I W C H E . JX ,m 2213.06 . I W C H E . R 2237.33 . I W C H E . R 2261.61 . I W C H E . R 2285.88 . I X H E . R 2310.16 . I C W H E . R 2334.43 . 2358.70 . 2382.98 . 2407.25 . 2431.52 . 2455.80 . 2480.07 . 4. 2504.35 . 2528.62 . 2552.89 . 2577.17 . 2601.44 . 2625.72 . 2649.99 . 2674.26 . I C X E . R 2698.54 . I C X E . R 2722.81 . 1 C HW E . JX 2747.08 . I C H W E . R 2771.36 . I C H W E . R 2795.63 . I C H W E . R 2819.91 . I C H W E . R 2844.18 . I C H W E . R 102.18 104.16 106.14 108.11 110.09 112.07 114.05 116.03 118.01 119.98 121.96 NOTES 1. GLOSSARY I = INVERT ELEVATION C = CRITICAL DEPTH W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE X = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY AO AA z�ll 4. AA AO F0515P WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM HEADING LINE NO 2 IS - LINE 'B' - PALMETTO AVE. TO PARKING STRUCTURE DRIVEWAY HEADING LINE NO 3 IS - FONTANA,CA (FILE: VALPAL2) 41 ' DATE: 12/ 8/1992 TIME: 15:44 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 3.50 CD 2 4 3.00 AW CO 3 4 1.50 CD 4 4 6.50 AW 1 F0515P , PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET X X X U/S DATA STATION INVERT SECT W S ELEV 2681.75 110.78 4 117.29 ELEMENT NO 2 IS A JUNCTION 1 X X X 1 1 1 U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2688.25 112.27 1 0 0 0.013 0.0 0.0 0.00 0.00 0.00 0.00 ELEMENT NO 3 IS A REACH iE * M U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2692.25 113.18 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 4 IS A REACH 1 M 1 U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2694.75 113.75 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 5 IS A REACH X X X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2778.76 114.20 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 6 IS A JUNCTION X 4 X X lE lE If U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 2781.51 114.21 1 3 0 0.013 12.5 0.0 115.21 0.00 45.00 0.00 ELEMENT NO 7 IS A REACH 1 X X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2784.51 114.22 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 8 IS A REACH X X X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3025.00 115.60 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 9 IS A JUNCTION X M 3E X X 1 1 U/S DATA STATION INVERT SECT LAT-1 LAT -2 N 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 3027.25 115.85 2 3 0 0.013 8.3 0.0 116.85 0.00 45.00 0.00 ELEMENT NO 10 IS A REACH 1 X X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3030.50 116.10 2 0.013 0.00 0.00 0.00 0 E 44 00 40 00 F051 5P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A REACH * X N U/S DATA STATION INVERT SECT N RADIUS ANGLE AN6 PT MAN H 3394.47 118.14 2 0.013 0.00 89.96 0.00 0 ELEMENT NO 12 IS A REACH 3E iE U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H ..0 3465.19 118.54 2 0.013 0.00 0.00 0.00 0 ELEMENT NO 13 IS A REACH X 3t X U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3495.16 118.70 2 0.013 0.00 0.00 0.00 0 ELEMENT NO 14 IS A SYSTEM HEADWORKS X X U/S DATA STATION INVERT SECT W S ELEV 3495.16 118.70 2 120.72 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING AA • 44 AR 44 44 AA AW M 4W Am ,ar F0515P PAGE 1 WATER SURFACE PROFILE LISTING PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE '8' - PALMETTO AVE. TO PARKING STRUCTURE DRIVEWAY FONTANA,CA (FILE: VALPAL2) STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 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 3E M 3E 3f X 3E 3E X X X X 3E X M3E 3EX M 3E if X3E X 3f X 3E X 3E 3E X 3E X X X IMMlE 3f 3f 3f *3E* 3E MOR M If 3M M IE3f * *3ElE 3E X IM M I 3k XX X 3f 3E 3Elk lE 3E X 3E VOf 3E3f 3E 3f 1k 3E M X 3M Mf MME 3f I X 3E X 3f MI X * ,.. 2681.75 110.78 6.510 117.290 61.0 1.84 0.052 117.342 0.00 2.032 6.50 0.00 0.00 0 0.00 "` JUNCT STR 0.22923 .001906 0.01 0.00 A. 2688.25 112.27 4.634 116.904 61.0 6.34 0.624 117.528 0.00 2.448 3.50 0.00 0.00 0 0.00 4.00 0.22750 .003676 0.01 0.841 0.00 2692.25 113.18 3.739 116.919 61.0 6.34 0.624 117.543 0.00 2.448 3.50 0.00 0.00 0 0.00 1.06 0.22800 .003649 0.00 0.841 0.00 2693.31 113.42 3.500 116.923 61.0 6.34 0.624 117.547 0.00 2.448 3.50 0.00 0.00 0 0.00 1.17 0.22800 .003419 0.00 0.841 0.00 2694.48 113.69 3.175 116.863 61.0 6.65 0.687 117.550 0.00 2.448 3.50 0.00 0.00 0 0.00 0.27 0.22800 .003260 0.00 0.841 0.00 2694.75 113.75 3.083 116.833 61.0 6.80 0.717 117.550 0.00 2.448 3.50 0.00 0.00 0 0.00 52.01 0.00536 .003441 0.18 2.430 0.00 2746.76 114.03 2.912 116.941 61.0 7.13 0.789 117.730 0.00 2.448 3.50 0.00 0.00 0 0.00 32.00 0.00536 .003712 0.12 2.430 0.00 2778.76 114.20 2.801 117.001 61.0 7.39 0.848 117.849 0.00 2.448 3.50 0.00 0.00 0 0.0C JUNCT STR 0.00364 .002927 0.01 0.00 2781.51 114.21 3.283 117.493 48.5 5.17 0.416 117.909 0.00 2.175 3.50 0.00 0.00 0 0.00 3.00 0.00333 .002008 0.01 2.444 0.00 Am 2784.51 114.22 3.279 117.499 48.5 5.18 0.416 117.915 0.00 2.175 3.50 0.00 0.00 0 0.00 47.22 0.00574 .002056 0.10 2.027 0.00 Am 2831.73 114.49 3.063 117.554 48.5 5.43 0.458 118.012 0.00 2.175 3.50 0.00 0.00 0 0.00 Am im 34.20 0.00574 .002194 0.08 2.027 0.00 AN 40 Am F0515P PAGE 2 WATER SURFACE PROFILE LISTING 4% PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE 'B' - PALMETTO AVE. TO PARKING STRUCTURE DRIVEWAY FONTANA,CA (FILE: VALPAL2) STATION INVERT DEPTH W.S. A VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 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 3f3E3E3EM3E3Eif***IX*N3fX3E3Elfifif*3E3E*3f*3f*3f**3fM*** 3f3EM3EiMMKif3E3E3E3fX3f*3E3E*3f3f3f*X3f3fKM*MiE*3E3E****3f*iEMfKMM3E1**3f3E**3fiE3f3E**3f*IMMWIE3Eif 2865.93 114.69 2.896 117.583 48.5 5.70 0.504 118.087 0.00 2.175 3.50 0.00 0.00 0 0.00 27.74 0.00574 .002400 0.07 2.027 0.00 2893.67 114.85 2.753 117.599 48.5 5.97 0.554 118.153 0.00 2.175 3.50 0.00 0.00 0 0.00 0. 23.55 0.00574 .002655 0.06 2.027 0.00 2917.22 114.98 2.625 117.606 48.5 6.27 0.610 118.216 0.00 2.175 3.50 0.00 0.00 0 0.00 �. 20.14 0.00574 .002956 0.06 2.027 0.00 2937.36 115.10 2.508 117.605 48.5 6.57 0.670 118.275 0.00 2.175 3.50 0.00 0.00 0 0.00 2.05 0.00574 .003120 0.01 2.027 0.00 2939.41 115.11 2.508 117.617 48.5 6.57 0.671 118.288 0.00 2.175 3.50 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 2939.41 115.11 1.892 117.001 48.5 9.14 1.296 118.297 0.00 2.175 3.50 0.00 0.00 0 0.00 9.81 0.00574 .007298 0.07 2.027 0.00 2949.22 115.17 1.870 117.035 48.5 9.27 1.334 118.369 0.00 2.175 3.50 0.00 0.00 0 0.00 29.33 0.00574 .007933 0.23 2.027 0.00 2978.55 115.33 1.801 117.134 48.5 9.72 1.467 118.601 0.00 2.175 3.50 0.00 0.00 0 0.00 24.42 0.00574 .009002 0.22 2.027 0.00 3002.97 115.47 1.734 117.208 48.5 10.19 1.613 118.821 0.00 2.175 3.50 0.00 0.00 0 0.00 22.03 0.00574 .010225 0.23 2.027 0.00 AO 3025.00 115.60 1.672 117.272 48.5 10.69 1.775 119.047 0.00 2.175 3.50 0.00 0.00 0 0.00 JUNCT STR 0.11111 .010656 0.02 0.00 00 3027.25 115.85 1.658 117.508 40.2 10.03 1.564 119.072 0.00 2.065 3.00 0.00 0.00 0 0.00 . 0.17 0.07692 .010341 0.00 0.950 0.00 a F0515P PAGE 3 WATER SURFACE PROFILE LISTING PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE '8' - PALMETTO AVE. TO PARKING STRUCTURE DRIVEWAY FONTANA,CA (FILE: VALPAL2) STATION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 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 MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM MMM MM MMMMM MMMMMM MMMM MMMMM MMMMMM MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM MMMMMMMMMMM MMMMMMMMMMMMMMMMMMMMMM 3027.42 115.86 1.666 117.529 40.2 9.97 1.543 119.072 0.00 2.065 3.00 0.00 0.00 0 0.00 1.11 0.07692 .009649 0.01 0.950 0.00 3028.53 115.95 1.732 117.680 40.2 9.50 1.402 119.082 0.00 2.065 3.00 0.00 0.00 0 0.00 0.84 0.07692 .008528 0.01 0.950 0.00 3029.37 116.01 1.802 117.815 40.2 9.06 1.275 119.090 0.00 2.065 3.00 0.00 0.00 0 0.00 0.60 0.07692 .007548 0.00 0.950 0.00 3029.97 116.06 1.876 117.935 40.2 8.64 1.159 119.094 0.00 2.065 3.00 0.00 0.00 0 0.00 0.38 0.07692 .006692 0.00 0.950 0.00 3030.35 116.09 1.955 118.043 40.2 8.24 1.054 119.097 0.00 2.065 3.00 0.00 0.00 0 0.00 0.15 0.07692 .005946 0.00 0.950 0.00 3030.50 116.10 2.040 118.140 40.2 7.85 0.958 119.098 0.00 2.065 3.00 0.00 0.00 0 0.00 345.54 0.00560 .005599 1.93 2.040 0.00 3376.04 118.04 2.040 120.077 40.2 7.85 0.958 121.035 0.00 2.065 3.00 0.00 0.00 0 0.00 18.43 0.00560 .005633 0.10 2.040 0.00 3394.47 118.14 2.031 120.171 40.2 7.89 0.967 121.138 0.00 2.065 3.00 0.00 0.00 0 0.00 60.93 0.00566 .005667 0.35 2.031 0.00 3455.40 118.48 2.031 120.516 40.2 7.89 0.967 121.483 0.00 2.065 3.00 0.00 0.00 0 0.00 9.79 0.00566 .005543 0.05 2.031 0.00 3465.19 118.54 2.065 120.605 40.2 7.75 0.932 121.537 0.00 2.065 3.00 0.00 0.00 0 0.00 2.51 0.00534 .005382 0.01 2.075 0.00 4 3467.70 118.55 2.075 120.628 40.2 7.71 0.922 121.550 0.00 2.065 3.00 0.00 0.00 0 0.00 20.40 0.00534 .005347 0.11 2.075 0.00 vm F0515P PAGE 4 WATER SURFACE PROFILE LISTING PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE 'B' - PALMETTO AVE. TO PARKING STRUCTURE DRIVEWAY FONTANA,CA (FILE: VALPAL2) STATION INVERT DEPTH W.S. A VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ 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 44 3E3E3f3E3E3EI3E3E3fXXX3EX3E3E3E3MIVOR3MM3fHIMM***3f1**3E*3E*****3f3E**3E3ElE****M MH3EHI3E*3En***3E**3f3f3EMICE**3k*3Eif3fH3EMORMX*X**3E*XIE*NXXXX 3488.10 118.66 2.075 120.737 40.2 7.71 0.922 121.659 0.00 2.065 3.00 0.00 0.00 0 0.00 vw HYDRAULIC JUMP 0.00 3488.10 118.66 2.020 120.682 40.2 7.94 0.979 121.661 0.00 2.065 3.00 0.00 0.00 0 0.00 7.06 0.00534 .005751 0.04 2.075 0.00 3495.16 118.70 2.020 120.720 40.2 7.94 0.979 121.699 0.00 2.065 3.00 0.00 0.00 0 0.00 40 44 40 40 40 40 40 4 PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25'YEAR STORM 'm LINE '8' - PALMETTO AVE. TO PARKING STRUCTURE DRIVEWAY FONTANA,CA (FILE: VALPAL2) -' 2681.75 .1 C XE . JX 2693.21 . I C H W E . R 2704.66 . I C H W E . R 2716.12 . I C X E . R 2727.58 . I C W H E . R «. 2739.03 . I C W H E . R 2750.49 . I C W H E . R 2761.95 • „ 2773.40 • 2784.86 . I C W HE . JX 2796.31 . I C W H E . R 2807.77 . I C W H E . R 2819.23 . 2830.68 2842.14 . I C W X . R >, 2853.60 . 2865.05 • 2876.51 . I C W EH . R 2887.97 . 2899.42 . I C W EH . R 2910.88 • 2922.34 . I C W E H . R 2933.79 • 2945.25 . I C W EH . R 2956.71 . I C W EH . R 2968.16 . I W C E H . R 2979.62 . 1 W C E H . R ,.. 2991.07 . I W C E H . R 3002.53 • 3013.99 . I W C EH . R 3025.44 . I W C EH . JX 3036.90 . I W C H E . R 3048.36 . I W C H E . R 3059.81 . I W C H E . R 3071.27 . I W C HE . R 3082.73 . I W C HE . R 3094.18 . I WC X . R . 3105.64 . I X X . R 3117.10 • " 3128.55 • 3140.01 • AP 3151.47 • 3162.92 • 3174.38 • 3185.84 • 3197.29 • 3208.75 • :0 3220.20 . • 3231.66 . • ." 3243.12 . • 3254.57 . • 3266.03 . • 3277.49 . • 00 3288.94 . 3300.40 . 00 3311.86 . 3323.31 . 3334.77 . 3346.23 . 3357.68 . 3369.14 . 3380.60 . I X X . R 3392.05 . 3403.51 . I WC X . R 3414.96 . 3426.42 . 3437.88 . 0 3449.33 . 3460.79 . I X HE . R 3472.25 . I X X . R 3483.70 . I X X . R 3495.16 . 1 X X . R 110.78 111.87 112.96 114.06 115.15 116.24 117.33 118.42 119.52 120.61 121.70 NOTES 1. GLOSSARY I = INVERT ELEVATION C = CRITICAL DEPTH W = WATER SURFACE ELEVATION 0* H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE X = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY 00 0• e c c c C HEG2 AND CONFLUENCE ANALYSIS Pm Ir r UN Ps rr OUTFALL DETAIL r■ VW rr rr rr ww VW Oft rr r• Pis rr A 1, P. A „ � /� � ti . 9 :I l a. • AO • , ?o. s- SCALE: 1" = 10' do 1 / Fi ?Ow e 10 - 10?•)? ��` • s0 1 Ox � 1 • r 1/ 0 /44, rte ,!0 1,0 . i /,y,�'� 1 10., �\ ,p ., • • „op ,6 z * 110 /. Th. 1� 1041 / /. s OA' S wq<< �P s B3 0 l F C T y i B 1 1 0 9 /41:' a F4� ., .IP ® /N � ° l tip + o *‘19 •se ! l r w 4 11 o e�, 4 : 110 FZ i f .. 4 Z 4 '_ `� 1102 ?� IP Amy ~` 7 4 4 •� I. lih, It N I/ .1.,(s 4 �s, ?e FcT / 0� r F 1 �v 1 7 j 6 r � g 0� 44, . R > Gil* F ZJ F cT ,,�,, 1 /41, r o � 0 0 0 F l 110; 1 '.?7 IP r 0 " r 11 e 'II 6 45 4 / , . A41141 11i1 .1 � 3 Fx� •VFW 1 /ST r4 44 • , � sq 11 rill', J, � �s , .,.� T J NEE Q AU. JOINTS 4114ACENT TO THE EXISTING 8 g ACCORDANCE CONCRETE CHANNEL SHALL BE SEALED IN .. m TH CALTRANS STANDARD SPECIFICATIONS, CONCRETE STRUCTURES 'SECTION 51 -1,128 FILLED JOINTS' AND ' SECTION 51 -1.14 WATERSTOPS ". . STORM DRAIN OUTFALL MATCH SLOPE OF 5.5' H �x 120' W EXIST. CHANNEL RECTANGULAR CHANNEL wo if) r-i rt73 in t II^ F- no 0o d cv = > II N� cn �o J v J v� � J e--- d - d n g n u o 11 o CO z {z . zd ad `° g id g gce in t � z � Z vw . ci F ° w MATCH SLOPE OF _ 5.5' H 120' W EXIST. CHANNEL RECTANGULAR CHANNEL �`.° es ° 0 0 3 2 II I I �(0 �� d ° fr z z o= z : � ce d d d i nn �IIu CO co E z z `° � d `0 J co Z I yr itil in 4.5'x10' R.C.B. . .. RIGHT PROFILE NTS O M IPA U N Rah HEC -2 ANALYSIS oim NO �r. r WO NMI 3Ex3Ex3fxiE3f3E3EiE*3f**3f *****#3E3E3E3E***3E3fxxxx Ex3E3EM3Exxx iE3E3f*3f3E**3E*1N *3f*3f**** 3f*3E3E**3E**3E3f M*if***** X HEC-2 WATER SURFACE PROFILES X X U.S. ARMY CORPS OF ENGINEERS X HYDROLOGIC ENGINEERING CENTER X Version 4.6.0; February 1991 X * 609 SECOND STREET, SUITE 0 * * DAVIS, CALIFORNIA 95616 -4687 X .RUN GATE 09MAR92 TIME 07:48:37 X X (916) 756 -1104 XlEIMORMX1EMMIIMIMM***tE*1******X y**MI4* M1****HIUMMX*XI MUM Aft AM X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX Ay AA A Am AO Am 44 Am Ay Am `°` 09MAR92 07:48:37 PAGE 1 40 mw THIS RUN EXECUTED 09MAR92 07:48:38 3E3E3E3Eiflf3Elf3fX3E*3f3E3E3f3klE1f3f1E3E3f1f3E3E3fMIXXI3E3E3f HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 1 I -10 CHANNEL 30 DEGREE CONFLUENCE ANALYSIS T2 25 YEAR STORM (110CNL2) .,. T3 FONTANA, CA 44 31 ICHECK INA NINV IDIR STRT METRIC HVINS A WSEL FA 04 0 2 0 0 -1 0 0 0 106.06 0 44 32 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 0 0 0 0 0 0 -1 0 0 0 Ai J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 26 58 68 6 - NC .013 .013 .013 AT 1 515 "° X1 837.4 4 99.4 121.8 0 0 0 GR 107.63 99.4 102.13 107.65 102.13 113.65 107.53 121.8 X1 862.4 4 99.4 121.8 25 25 25 0 GR 107.68 99.4 102.18 107.65 102.18 113.65 107.56 121.8 X1 887.4 4 99.4 121.8 25 25 25 0 GR 107.73 99.4 102.23 107.65 102.23 113.65 107.59 121.8 X1 912.4 4 99.4 121.8 25 25 25 0 -- GR 107.78 99.4 102.28 107.65 102.28 113.65 107.70 121.8 X1 937.4 4 99.4 121.8 25 25 25 0 GR 107.83 99.4 102.33 107.65 102.33 113.65 107.70 121.8 AW X1 962.4 4 99.4 121.8 25 25 25 0 GR 107.90 99.4 102.40 107.65 102.40 113.65 107.71 121.8 40 X1 983.7 4 99.4 121.8 25 25 25 0 GR 108.00 99.4 102.39 107.65 102.39 113.65 107.92 121.8 AT 1 448 XI 11 4 99.4 122.5 6.5 0 4.5 0 GR 108.50 99.4 102.40 107.9 102.40 114.6 107.92 122.5 40 AM At 09MAR92 07:48 :37 PAGE 2 X1 12 4 99.4 126.1 6.5 1 3.5 0 °' GR 108.52 99.4 102.42 108.2 102.41 117.2 108.15 126.1 X1 13 5 99.4 125.8 13 13 11 0 GR 108.55 99.4 102.46 108.2 102.44 117.3 102.66 125.1 108.71 125.8 X1 14 7 99.4 133.2 13 12.9 12.9 0 GR 108.59 99.4 102.54 108.2 102.48 117.3 104.15 119.8 102.68 120.5 GR 102.68 132.5 108.66 133.2 X1 15 4 119.8 133.2 11 11 11 0 GR 108.20 119.8 102.70 120.5 102.70 132.5 108.20 133.2 X1 16 4 119.8 133.2 10.6 10.6 10.6 0 .. GR 108.22 119.8 102.72 120.5 102.72 132.5 108.22 133.2 AT 1 67 X1 -983.7 4 99.4 121.8 25 25 25 0 GR 108.00 99.4 102.39 107.65 102.39 113.65 107.92 121.8 X1 1037.4 4 99.4 121.8 53.7 53.7 53.7 GR 108.13 99.4 102.63 107.65 102.63 113.65 107.88 121.8 X1 1062.4 4 99.4 121.8 25 25 25 GR 108.18 99.4 102.68 107.65 102.68 113.65 107.93 121.8 X1 1087.4 4 99.4 121.8 25 25 25 GR 108.23 99.4 102.73 107.65 102.73 113.65 107.98 121.8 X1 1112.4 4 99.4 121.8 25 25 25 GR 108.06 99.4 102.78 107.65 102.78 113.65 107.94 121.8 X1 1137.4 4 99.5 121.8 25 25 25 GR 107.89 99.5 102.83 107.65 102.83 113.65 107.89 121.8 X1 1147.4 4 99.4 121.8 10 10 10 GR 107.88 99.5 102.85 107.65 102.85 113.65 107.88 121.8 w X1 1162.4 4 99.8 121.3 15 15 15 GR ' 108.13 99.8 102.88 107.65 102.88 113.65 107.88 121.3 Am X1 1187.4 4 100 121.3 25 25 25 GR 107.93 100 102.93 107.65 102.93 113.65 107.93 121.3 40 X1 1212.4 4 100 121.3 25 25 25 GR 107.99 100 102.99 107.65 102.99 113.65 107.99 121.3 40 X1 1237.4 4 100 121.3 25 25 25 sm GR 108.05 100 103.05 107.65 103.05 113.65 108.05 121.3 40 W 09MAR92 07 :48 :37 PAGE 3 4m X1 1290 4 100 121.3 52.6 52.6 52.6 GR 108.15 100 103.15 107.65 103.15 113.65 108.15 121.3 X1 1340 4 99.3 121.3 50 50 50 GR 108.74 99.3 103.24 107.65 103.24 113.65 108.24 121.3 X1 1740 4 99.3 121.3 400 400 400 GR 109.48 99.3 103.98 107.65 103.98 113.65 108.98 121.3 X1 1790 4 99.3 120.1 50 50 50 GR 109.57 99.3 104.07 107.65 104.07 113.65 108.32 120.1 X1 1812 4 100.1 120.1 22 22 22 GR 109.17 100.1 104.11 107.65 104.11 113.65 108.36 120.1 4 a 4 09MAR92 07:48:37 PAGE 4 . SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 GLOB ACH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA ,0, SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST XPROF 1 AW CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS "° XSECNO 837.400 3720 CRITICAL DEPTH ASSUMED 837.400 4.30 106.43 106.43 106.06. 107.86 1.43 .00 .00 107.63 515.0 .0 515.0 .0 .0 53.6 .0 .0 .0 107.53 .00 .00 9.61 .00 .000 .013 .000 .000 102.13 101.20 ` ° .002095 0. 0. 0. 0 7 0 .00 18.94 120.14 XSECNO 862.400 862.400 4.31 106.49 106.48 .00 107.91 1.43 .05 .00 107.68 515.0 .0 515.0 .0 .0 53.7 .0 .0 .0 107.56 .00 .00 9.59 .00 .000 .013 .000 .000 102.18 101.20 .002086 25. 25. 25. 0 5 0 .00 18.97 120.17 XSECNO 887.400 887.400 4.32 106.55 106.52 .00 107.97 1.42 .05 .00 107.73 515.0 .0 515.0 .0 .0 53.9 .0 .1 .0 107.59 .00 .00 9.56 .00 .000 .013 .000 .000 102.23 101.19 .002067 25. 25. 25. 0 5 0 .00 19.01 120.20 XSECNO 912.400 912.400 4.32 106.60 106.58 .00 108.02 1.42 .05 .00 107.78 515.0 .0 515.0 .0 .0 53.9 .0 .1 .0 107.70 . .00 .00 9.55 .00 .000 .013 .000 .000 102.28 101.17 .002057 25. 25. 25. 0 5 0 .00 18.98 120.15 XSECNO 937.400 ,- 937.400 4.41 106.74 106.62 .00 108.07 1.33 .05 .00 107.83 515.0 .0 515.0 .0 .0 55.6 .0 .1 .0 107.70 a" .00 .00 9.26 .00 .000 .013 .000 .000 102.33 101.05 .001895 25. 25. 25. 3 5 0 .00 19.28 120.33 a XSECNO 962.400 .. 7185 MINIMUM SPECIFIC ENERGY AA A0 4 09MAR92 07:48:37 PAGE 5 V SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 ALOB ACH AROB ALOE ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA - SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3720 CRITICAL DEPTH ASSUMED . 962.400 4.30 106.70 106.70 .00 108.12 1.42 .05 .00 107.90 515.0 .0 515.0 .0 .0 53.8 .0 .2 .1 107.71 .00 .00 9.57 .00 .000 .013 .000 .000 102.40 101.20 .002075 25. 25. 25. 0 8 0 .00 19.05 120.25 *SECNO 983.700 983.700 4.47 106.86 106.72 .00 108.17 1.31 .05 .00 108.00 515.0 .0 515.0 .0 .0 56.1 .0 .2 .1 107.92 .00 .00 9.19 .00 .000 .013 .000 .000 102.39 101.09 .001843 25. 25. 25. 3 5 0 .00 19.13 120.22 ,. XSECNO 11.000 - 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.42 11.000 5.18 107.58 106.31 .00 108.17 .59 .00 .00 108.50 448.0 .0 448.0 .0 .0 72.7 .0 .2 .1 107.92 .00 .00 6.17 .00 .000 .013 .000 .000 102.40 100.68 .000688 7. 5. 0. 4 11 0 .00 21.34 122.02 XSECNO 12.000 12.000 5.40 107.81 105.88 .00 108.18 .37 .00 .00 108.52 448.0 .0 448.0 .0 .0 92.1 .0 .2 .1 108.15 .00 .00 4.86 .00 .000 .013 .000 .000 102.41 100.42 .000377 7. 4. 1. 2 14 0 .00 25.15 125.57 XSECNO 13.000 13.000 5.50 107.94 105.17 .00 108.18 .23 .00 .00 108.55 w 448.0 .0 448.0 .0 .0 115.4 .0 .2 .1 108.71 .01 .00 3.88 .00 .000 .013 .000 .000 102.44 100.27 ' .000207 13. 11. 13. 2 8 0 .00 25.44 125.71 XSECNO 14.000 14.000 5.57 108.05 104.83 .00 108.18 .13 .00 .00 108.59 448.0 .0 448.0 .0 .0 153.6 .0 .3 .1 108.66 .01 .00 2.92 .00 .000 .013 .000 .000 102.48 100.19 .000111 13. 13. 13. 2 14 0 .00 32.94 133.13 41 09MAR92 07:48:37 PAGE 6 00 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 GLOB UCH 0R08 ALOB ACH AROB VOL TWA R -BANK ELEV .. TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST 00 XSECNO 15.000 0 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .30 15.000 4.52 107.22 106.15 .00 108.18 .96 .00 .00 108.20 448.0 .0 448.0 .0 .0 56.9 .0 .3 .1 108.20 .01 .00 7.87 .00 .000 .013 .000 .000 102.70 119.92 .001265 11. 11. 11. 3 14 0 .00 13.15 133.08 00 XSECNO 16.000 AlW 16.000 4.51 107.23 106.17 .00 108.20 .97 .01 .00 108.22 448.0 .0 448.0 .0 .0 56.7 .0 .3 .1 108.22 °... .01 .00 7.90 .00 .000 .013 .000 .000 102.72 119.93 .001279 11. 11. 11. 0 15 0 .00 13.15 133.07 orm XSECNO - 983.700 AO START TRIB COMP - 983.700 983.700 106.858 3301 HV CHANGED MORE THAN HVINS - 983.700 4.47 106.86 .00 .00 106.88 .02 .01 .00 108.00 67.0 .0 67.0 .0 .0 56.2 .0 .3 .1 107.92 .01 .00 1.19 .00 .000 .013 .000 .000 102.39 101.08 .000031 25. 25. 25. 0 0 0 .00 19.15 120.23 XSECNO 1037.400 1037.400 4.23 106.86 104.01 .00 106.88 .03 .00 .00 108.13 67.0 .0 67.0 .0 .0 52.7 .0 .4 .1 107.88 .03 .00 1.27 .00 .000 .013 .000 .000 102.63 101.31 .000037 54. 54. 54. 0 17 0 .00 18.91 120.22 XSECNO 1062.400 1062.400 4.18 106.86 104.06 .00 106.88 .03 .00 .00 108.18 67.0 .0 67.0 .0 .0 51.7 .0 .4 .1 107.93 .03 .00 1.30 .00 .000 .013 .000 .000 102.68 101.38 0 .000039 25. 25. 25. 0 17 0 .00 18.75 120.14 0 00 A0 4IN 40 09MAR92 07:48:37 PAGE 7 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 GLOB 0CH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST XSECNO 1087.400 1087.400 4.13 106.86 104.11 .00 106.88 .03 .00 .00 108.23 .> 67.0 .0 67.0 .0 .0 50.8 .0 .5 .1 107.98 .04 .00 1.32 .00 .000 .013 .000 .000 102.73 101.46 .000041 25. 25. 25. 0 17 0 .00 18.60 120.06 40 XSECNO 1112.400 1112.400 4.08 106.86 104.16 .00 106.88 .03 .00 .00 108.06 " 67.0 .0 67.0 .0 .0 50.6 .0 .5 .2 107.94 .04 .00 1.32 .00 .000 .013 .000 .000 102.78 101.28 0. .000042 25. 25. 25. 0 17 0 .00 18.81 120.09 XSECNO 1137.400 1137.400 4.03 106.86 104.20 .00 106.89 .03 .00 .00 107.89 VAR 67.0 .0 67.0 .0 .0 50.3 .0 .5 .2 107.89 .05 .00 1.33 .00 .000 .013 .000 .000 102.83 101.16 .000043 25. 25. 25. 0 17 0 .00 18.98 120.14 XSECNO 1147.400 4, 1147.400 4.01 106.86 104.22 .00 106.89 .03 .00 .00 107.88 67.0 .0 67.0 .0 .0 50.1 .0 .5 .2 107.88 .05 .00 1.34 .00 .000 .013 .000 .000 102.85 101.15 .000044 10. 10. 10. 0 17 0 .00 18.99 120.15 XSECNO 1162.400 44 1162.400 3.98 106.86 104.26 .00 106.89 .03 .00 .00 108.13 67.0 .0 67.0 .0 .0 47.8 .0 .6 .2 107.88 '' .05 .00 1.40 .00 .000 .013 .000 .000 102.88 101.70 .000048 15. 15. 15. 0 22 0 .00 18.04 119.74 04 * SECNO 1187.400 "` 1187.400 3.93 106.86 104.31 .00 106.89 .03 .00 67.0 .0 67.0 .0 .0 47.2 .0 .t .06 .00 1.42 .00 .000 .013 .000 • .000050 25. 25. 25. 0 22 0 40 MO ma 40 09MAR92 07 :48 :37 PAGE 8 00 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV A GLOB ACH °ROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST XSECNO 1212.400 1212.400 3.87 106.86 104.37 .00 106.89 .03 .00 .00 107.99 67.0 .0 67.0 .0 .0 46.1 .0 .6 .2 107.99 .06 .00 1.45 .00 .000 .013 .000 .000 102.99 101.73 .000054 25. 25. 25. 0 22 0 .00 17.84 119.57 XSECNO 1237.400 1237.400 3.81 106.86 104.43 .00 106.89 .03 .00 .00 108.05 67.0 .0 67.0 .0 .0 45.0 .0 .6 .2 108.05 .07 .00 1.49 .00 .000 .013 .000 .000 103.05 101.82 - .000057 25. 25. 25. 0 22 0 .00 17.65 119.48 ,., XSECNO 1290.000 1290.000 3.71 106.86 104.53 .00 106.89 .04 .00 .00 108.15 --, 67.0 .0 67.0 .0 .0 43.3 .0 .7 .2 108.15 .08 .00 1.55 .00 .000 .013 .000 .000 103.15 101.97 . .000063 53. 53. 53. 0 18 0 .00 17.35 119.33 XSECNO 1340.000 1340.000 3.62 106.86 104.62 .00 106.90 .04 .00 .00 108.74 67.0 .0 67.0 .0 .0 41.7 .0 .7 .3 108.24 .08 .00 1.61 .00 .000 .013 .000 .000 103.24 102.15 .000070 50. 50. 50. 0 18 0 .00 17.03 119.19 XSECNO 1740.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .64 1740.000 2.88 106.86 105.36 .00 106.94 .08 .04 .00 109.48 67.0 .0 67.0 .0 .0 29.9 .0 1.1 .4 108.98 a .13 .00 2.24 .00 .000 .013 .000 .000 103.98 103.28 .000173 400. 400. 400. 2 18 0 .00 14.78 118.06 00 XSECNO 1790.000 1790.000 2.79 106.86 105.46 .00 106.95 .08 .01 .00 109.57 00 67.0 .0 67.0 .0 .0 28.7 .0 1.1 .4 108.32 .14 .00 2.34 .00 .000 .013 .000 .000 104.07 103.40 .000195 50. 50. 50. 0 11 0 .00 14.49 117.90 a 00 a AO 09MAR92 07 :48:37 PAGE 9 40 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV A GLOB ACH °ROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWIO ENDST 0. XSECNO 1812.000 1812.000 2.75 106.86 105.49 .00 106.95 .09 .00 .00 109.17 67.0 .0 67.0 .0 .0 28.0 .0 1.1 .4 108.36 .14 .00 2.39 .00 .000 .013 .000 .000 104.11 103.54 .000207 22. 22. 22. 0 8 0 .00 14.30 117.84 0. 40 4W 40 AO 40 40 MO MO 09MAR92 07:48:37 PAGE 10 THIS RUN EXECUTED 09MAR92 07:48:44 AM , 3E 3E3EN3E3fl f3E3EME3E3E3E3f3E3HMlE3E3EIM1f3E3EMIN HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ` 3HE3EXXXMXXXIMfNMMUf3fIMOf3E3EMME3RX As NOTE- ASTERISK (X) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ANA, CA SUMMARY PRINTOUT SECNO VCH KRATIO FRCH TIME X 837.400 9.61 .00 1.01 .00 862.400 9.59 1.00 1.00 .00 887.400 9.56 1.00 1.00 .00 912.400 9.55 1.00 1.00 .00 937.400 9.26 1.04 .96 .00 X 962.400 9.57 .96 1.00 .00 983.700 9.19 1.06 .95 .00 X 11.000 6.17 1.42 .59 .00 12.000 4.86 1.35 .45 .00 13.000 3.88 1.35 .32 .01 00 14.000 2.92 1.36 .24 .01 X 15.000 7.87 .30 .67 .01 41 16.000 7.90 .99 .67 .01 '' - 983.700 1.19 .99 .12 .01 AO 1037.400 1.27 .91 .13 .03 1062.400 1.30 .97 .14 .03 A. 1087.400 1.32 .98 .14 .04 INV 09MAR92 07:48:37 PAGE 11 SECNO VCH KRATIO FRCH TIME 1112.400 1.32 .99 .14 .04 1137.400 1.33 .99 .14 .05 1147.400 1.34 .99 .15 .05 1162.400 1.40 .95 .15 .05 1187.400 1.42 .98 .15 .06 1212.400 1.45 .97 .16 .06 1237.400 1.49 .97 .16 .07 1290.000 1.55 .95 .17 .08 1340.000 1.61 .95 .18 .08 4 1740.000 2.24 .64 .28 .13 1790.000 2.34 .94 .29 .14 1812.000 2.39 .97 .30 .14 AR AM AO AO 09MAR92 07:48:37 PAGE 12 AO 4O " SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 837.400 PROFILE= 1 CRITICAL DEPTH ASSUMED 00 CAUTION SECNO= 962.400 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 962.400 PROFILE= 1 MINIMUM SPECIFIC ENERGY AO WARNING SECNO= 11.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~m WARNING SECNO= 15.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE AW WARNING SECNO= 1740.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE . le AO WO eft 4. Ail PROFILE FOR STREAM ANA, CA 4o PLOTTED POINTS (BY PRIORITY) E- ENER6Y,W -WATER SURFACE,I - INVERT,C- CRITICAL W.S.,L -LEFT BANK,R -RIGHT BANK,M -LOWER END STA ma ELEVATION 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. SECNO CUMDIS AW 837.40 O. . W . RL E . . �" 5. I W RL E mo 10. I . W . RL E. . 15. I . W . RL E. . . '"" 20. 1 . W . RL E . . 862.40 25. 1 . . W . R L E 30. I W RLE. _. 35. 1 W .RLE. 40. I W RLE. 45. .1 . W RLE . 887.40 50. .I . W RL E . 55. .1 . W RL E. 60. .I . W RL E. 65. .1 . W . RL E. . 70. .I . CW . RL E. . 912.40 75. 1 W RL E. 80. . . W . RL E. . 85. I W RL E. . . 90. 1 W RL E. ,.. 95. . 1 . CW . RL E. . 937.40 100. I CW RL E. • • 105. I CW RL E 110. I CW RL E . . 115. I CW RL E 1 2 0 . I W R L E 962.40 125. I W RLE . • 130. I W R L E 135. I W RLE . • 140. I CW RLE . . • 145. [ CW RLE . . • 983.70 150. I CW RLE °. 11.00 155. I C W R E L 12.00 160. I C W RE L 165. I C W .EMRL . . A„ 13.00 170. . I C W .E L R . . 175. . 1 C. W.E L R . . 4" 180. I C . W.E L . 14.00 185. I C W.E L . 190. I C W E L . ,W 15.00 195. . I . C .W .E • • 200. I . C .W .E . • .m 16.00 205. I . C .W .E . • 210. C I . W E L . • • Allo 215. C I . W E L . . • ./. 220. C I W. E RL • 225. C I . WE L. . • AW - 983.70 230. C I . . WE . RL. • 235. C I . . WE RL. . . • • 00 240. C 1 . . WE . RL . . . 245. C I . . WE . RL. . „,• 250. C I . . WE . RL. . . 255. C I . . WE . RL. . '' 260. C I . . WE . RL. . . 265. C I . WE . R L . . 270. C I . WE . R L . 4,, 275. C . WE . R L . 280. C . WE . R L . -• 1037.40 285. . C. . WE . R L . 290. I . C. . . WE . R L . . . 295. . C. . WE . R L . 300. I . C. . . WE . R L . . . 305. I . C. . WE . R L . . . . 1062.40 310. . C. . WE . R .L . 315. . C. . WE . R .L . . 320. . C . WE . R .L . 325. I . C . WE . R .L . . . 330. . I C .. . WE . R .L . 0. 1087.40 335. . I . C . WE . R.L . 340. I . C . WE. R.L . . . 345. . C . WE . R L . 350. I C . WE . R L . 355. I . C WE . R L . . . 1112.40 360. I C . WE . RL. . . . 365. 1 C WE RL. . -° 370. . 1 . C . WE . RL. . 375. I C . WE. L. . . . 380. I C . WE . L L. . . . 1137.40 385. . I . .0 . WE . L . . 390. I C . WE . L L. . 1147.40 395. I C . WE . L . . . . 400. 1 C . WE . L L. . . . 405. 1 C . WE . RL. . . . 1162.40 410. . 1 . .0 . WE . R L . . 415. I C . WE . RL . 420. . I . . C . WE . RL. . . 425. I C . WE . RL. . 430. I C . WE . L . . 1187.40 435. . 1 . . C . WE . L . . 440. I C . WE . L . . 445. . 1 . . C . WE . L . . 450. I C . WE . L . . ... 455. I C . WE L . . 1212.40 460. I. C . WE . L. . 465. . I. . C . . WE . L. . 0. 470. . 1. . C . . WE . L. . 475. . 1. . C . . WE . L. . 480. I. C WE L. . . 1237.40 485. . 1. . C . . WE . L. . "P 490. I. C WE L. . . .• 495. . 1. . C . . WE . L. . 500. . I. . C . . WE . L. . « W 505. . I . C . . WE . L . 510. . I . C . . WE. L . Ae 515. . I . C . . WE . L . . 520. . I . C . . WE . L . 0. 525. . I . C . . WE . L . . 530. I C WE L . . 1290.00 535. . I . C . . WE . L . 540. 1 C WE RL . . all 545. . I . C . . WE . RL . • 550. . I . C . . WE . R L . 555. . .I . C . . WE . .R L . . 560. . .I . C . . WE . .R L . . 565. . .I . C . . WE . .R L . . 570. . .1 . C . . WE . .R L . . ,: 575. . .I . C . . WE . .R L . . 580. . .1 . C . . WE . .R L . . 1340.00 585. . .1 . C . . WE . .R L . . . 590. . .I . C . . WE . .R L 4. 595. . .I . C . . WE . .R L . . . 600. . .I . C . . WE . .R L 605. . .I . C . . WE . .R L . . 610. . .I . C . . WE. .R L . . . 615. . . I . C . . WE . . R L . . "" 620. . .I . C . . WE. .R L . . . 625. I C WE R L . 630. . . I . C . . WE . . R L . . . 635. . . 1 . C . . WE . . R L . . . 640. . . I . C . . WE . . R L . . 645. . . I . C . . WE . . R L . . . 650. . .I . C . . WE. .R L . . . 655. . . I . C . . WE . . R L . . . 660. . . 1 . C . . WE . . R L . . . 665. . . I . C . . WE. . R L. . 670. . . I . C . . WE . . R L . . b75. I C WE R L . 680. . . I . C C. . WE . . R L L. . b85. 1 C WE R L . . 690. . . 1 . C C. . WE . . R L L. . 695. . I C WE R L . . 700. . . 1 . C C. . WE . . R L L. . • 705. . I C WE R L . 710. . . I . C C. . WE . . R L L. . 715. . I C WE R L. . 720. . I C WE R L. . 725. . . 1 . C C. . WE . . R L. . . 730. I C WE R L. . 735. I C WE R L. 740. . . I C . . WE . . R L . . 745. I C WE R L. 750. . I C C. . WE . . R L. . 755. . I C C. . WE . . R L. . 760. . I C C. . WE . . R L. . . 765. . . I C . . WE . . R L. . 770. I C WE R L 775. I C WE R L . 780. I C. WE R L • 785. . I C. . WE . . R L . 790. 1 C. WE R L . 40 795. . I C. . WE . . R L . 800. I C. WE R L 805. I C. WE R L . 810. . I C. . WE . . R L . 815. I C. WE R L . . 820. I C. WE R L 825. . . I . C. . WE . . R .L . 830. I C. WE R .L . 835. I C WE R .L . .a. 840. I . C WE R .L 4. 845. [ C WE R l 850. . I C WE . . R .L 855. . I C . WE . . R .L . 860. . I C . WE . . R .L . 865. . I . C WE . R .L , 870. . I C . WE . . R .L . �, 875. [ C WE R L . 880. . I C WE R L . .0 885. . I . C . WE . . R . L . 890. . I . .0 . WE . . R . L . "° 895. . I . .0 . WE . . R . L . 900. . I . .0 . WE . . R . L 0"' 905. . 1 . .0 . WE . . R . L . 0, 910. . I . .0 . WE . . R . L . 915. . I . .0 . WE . . R . L . 920. . I . .0 . WE . . R . L . 925. . I . .0 . WE . . R . L 930. . I . .0 . WE . . R . L . 935. . I . .0 . WE . R . L . . 940. . I . .0 . WE . R R. L . 945. . C WE R L 950. . I . . C . WE . R R. L . 955. . C WE R L 960. . C WE R L 965. . [ . .0 . WE. R. L . . 970. . I . . C . WE . _. R . L . . 975. . I . . C . WE . R . L . . °`. 980. . C WE R L 1740.00 985. . 1. C WE R. L m. 0, Ati as vi a. . 40 PROFILE FOR STREAM ANA, CA 00 PLOTTED POINTS (BY PRIORITY) E— ENERGY,W —WATER SURFACE,I — INVERT,C — CRITICAL W.S.,L —LEFT BANK,R —RIGHT BANK,M —LOWER END STA ., ELEVATION 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. SECNO CUMDIS . 990. • I. . C . WE . R . L . • , 995. . I. . C . WE . . R . L . . 1000. . I. . C . WE . . R . L . 1005. . I. . C . WE . . R . L . . "" 1010. . . C WE R L 1015. . I. . C . WE . . R . L . . 1020. . I. . C . WE . . R . L . . .. 1025. . . C WE R L 1030. . I. . C . WE . . R . L . . "" 1790.00 1035. . . C WE R L 1040. . I. . C . WE . . R . L . . 1045. . I . C . WE . . R . L . . 1050. . I . C . WE . . R . L , 1055. . I • C WE R .L 1812.00 1060. . I C WE R L c_ d M AM 40 MI AA 40