Loading...
HomeMy WebLinkAboutKaiser Permanente - Storm Drain Hydraulic Analysis (Valley Blvd Storm Drain)201 EAST YORBA LINDA BLVD, PLACENTIA, CA 92670-3418 714 993-4500 FAX 714 993-6837 March 11, 1992 Mr. Edgar Casasola Associate Engineer City of Fontana 8353 Sierra Avenue Fontana, CA 92335 RE: Valley Boulevard Storm Drain Dear Mr. Casasola: Job No. 352-05-90 Pacific CIVIL ENGINEER$ S U R V E Y O R S 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 300 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 93205MV.D.ySit-U2 Andy Wheeler Vance Furukawa Bob Hoskins Pam Steele 201 EAST YORBA LINDA BLVD. PLACENTIA, CA 92670-3418 714 993-4500 FAX 714 993.6837 December 6, 1991 Mr. Edgar Casasola Associate Engineer City of Fontana 8353 Sierra Avenue Fontana, CA 92335 RE: Valley Boulevard Storm Drain Dear Mr. Casasola: Job No. 352-05-90 We are pleased to submit 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. 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, WAGNER PACIFIC, INC. Leonard A. Beasley Project Engineer cc: Felipe Molinos w/Enclosure Andy Wheeler Vance Furakawa Bob Hoskins 3520MVQ.Y9--•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 P I k Oleander •Ok r?SaRes Z.- Ch ...... .. . ..... . .... All tj 1.0 LIA-RO&M ..... J. - A lip ve.; Wagner SITE LOCAUON MAP Pacific INL 0 R P . 0 . k A f E - U - CIVIL ENGINEERS 1. S u R v E y 0 R S 1 17 57—v I'c G Tra-ler il MT.- lip ve.; Wagner SITE LOCAUON MAP Pacific INL 0 R P . 0 . k A f E - U - CIVIL ENGINEERS 1. S u R v E y 0 R S 201 EAST YORBA LINDA BLVD. PLACENTIA, CA 92670-3418 714 993-4500 FAX 714 993-6837 December 15, 1992 Mr. Robert Weddle, P.E. City Engineer City of Fontana 8353 Sierra Avenue Fontana, CA 92335 RE: Valley Boulevard Storm Drain Dear Mr. Weddle: Job No. 352-05-90 Wagner Pacific CIVIL ENGINEERS S U R V E Y O R S 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. 9iJ. Ta afususSenor Project Manager RJT:pkw 3520 mvaWsw—U3 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 or Res JE Hlt► Seh : • . -: ch Es • -. `iia,...:...... i. .• .�.. ' t G a. '�'a'y'•_.9._'' `I r • -.° ` --\;• . • • ..:, .. ,• � FO�TTAN` A ��--r �'�`"� � : , N =� ` --`�T• - - •- -. �i .. �' i- I � R N t I, p .�. _, _ �die•a'•s7T, `ion ' '% r• : j a { i, _ 1 Ne ' -_. z; ' t _ Fana . i t � � «_ : 0 � t r. Z ' • . o -`r �3'-^' . fllri.i•at� sr Mi \ « 1. t.« II� �..• !yq� Int r`'' : a L ��- j( �•'.`it i i IJy, , �". ..«.« , I`-1' IN _� �aizxz .,jam• YEtip• ��.. I3 �� t =•Y— _ ,-� u•rN .. , //93 2. RINOAy��.. 17 _ I •V( //■9. r t•. •�•. n; ;�% �:� i:lt I!_ ^t F, so '.Its• •.?�'' , I �•y almetio h F•-� Rana.''i : _:.....-.. .�• 1 ii�i.....i...��� 5th f Sell 1=Cz.T;,-�Ir • 9 9 �I • * :... � t 1 17 .� ✓ 2 ....• :3I :4N, 4 •I' t i -� — 1-Q \ •s•,+•?'.;.. _i ��-��';;���• ��. :i.•1•i_1' �14i �F. ..- CAA r V' �I `!{4; S`Z 2 • . •� Si ����.: T��i � 1`•i ICtO ```F�v •. is • ,' I III NGCN 4 ... t �Ly�• >�«•�e�r 2®'0.� •�• c•�• • lt„1•i h D NO 'I `3 1 IVC ,M1" -•.�_� �, • , j •:•arc■ i. ; l ,6e� -- — = I. �:• •Ir ::—-�1 r7i..�.. «.. ,jr...�. :.. �'.j�iae� �1 MIRYGOLO� II .—F•1.:. ;•.i' i j' M'' 'tr`2'. i . ;. ':.= .',�,,.»..� r:=, . CCSspital =2 ««..•.�>•__,", .�'.�": ,'-.. -.t� :•`moi•,. .=r r,.. ,. '_L.�.�--. t:.t•r•': lk «t^ ' i T well I---- .10 -- '=�:6��- �� ' :: t Arm .,�`''�`�f`'fca •I. — _ _ . _ .. s Wagner SffTE LOCAT ®N MAP Pacific I N l u R V U N A i E D 7 CIVIL ENGINEERS S U R V E V 0 R S I(1 m_.._..._. _..._._.............:. _.. € Q �8 c: s ` i _..._....:.........:..;......_..._:..._..__.._�_...�........-...._.__ .._. wlP 9 �o j o a .o 1 •7 ! d.7 ............. 1.__...._.'..........._QTia..t — i :^ i Qso m;r Z4 c-s Z.`Z 74'&' /Z o /:3 PRM=2D41®h• QbmM—Ot, 1.0 = ZS cEs, Z.5 9.V l4.0 /.$ /,D !•5 /•D m I I10.1 h'39-1 M A Y LD =.Nv='� E�CISTI NGT1N ^/ 18 X 29 CMP r� �� i �o0 /.-9) / E (STING r� 12.15 '� I RCPn-, ' RCP -� I%lE H ►2.25J 35 '�' 0 1 �X15TG.18�29' IXv PROPOSED 1 LMP. I PARKING C5 STRUCTURE EX. s. P ( 12.35 z _ 1 7.9 1 N LET MH:"IS�SD.-- ' _ l MOB ti0 2 v. 1 I � I 111 ti� MOB r _ J f ;-J L—� 30" RCP— C15f 18 S.D. , I kCP G Z RCP 3J�V AL LEY 1255 LINE "Hi I HP 254PS I17 .- O 9-0 ` 12.4 a 9.6 C 1 g� I BZ C4 e3 D� DL 122 R3 8L C5 DS 11 r 1 12.3 11.0 1 12.6 i E4' ES �- 12.9 t4 L OCA7-ioAd MAP C,4 64$17V�35z.os-90 7',2/gUTA,2tE5 F L o ' - i 2of Z W a 1 1 11.3 1 10.3 mffi=aZ=cmcpt;=Em!'oa= 11, 1255 LINE "Hi I HP 254PS I17 .- O 9-0 ` 12.4 a 9.6 C 1 g� I BZ C4 e3 D� DL 122 R3 8L C5 DS 11 r 1 12.3 11.0 1 12.6 i E4' ES �- 12.9 t4 L OCA7-ioAd MAP C,4 64$17V�35z.os-90 7',2/gUTA,2tE5 F L o ' - i 2of Z W a r,= -ti �� alp. ��� +����;�t t-t--------------------------------------------------------------------------------------------------------t-1 I I I I I 1 1 1 I I 1 1 I 1 1 I 1 1 1 I I 1 1 1 1 1 I I 1 t I 1 1 , ----------------------------------------(SAN BERNARDINO COUNTY) -----------------------------------------i STUDY NAME: CALCULATED BY: I - All CHECKED BY: ' 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER / OFZ O 1 1 1 1 -----------------------------((c) 1903-1909 ADVANCED ENGINEERING SOFTWARE)------------------------------ CONCENTRATION; AREA (ACRES) :SOIL:DEV.: Tt : Tc , I : Fix : Fe : 0 :PATII:SLOPE: V ; HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h: ;(Avg): SUM :(ft):ft/ft:FPS.: AND NOTES I 111 11I1 ------ -'1I -------'I1 ------1' ------ 'I --------------- ------------- -------------- -------------'-------'------ ------ --------------- 1'10001.0136: --------------1'1000,.0136: . :1I INITIAL II tt SUBAREA: : 1.10: 4.2: 4.2: A 1 :----i 11.4:3.00, .101' .091, -----:----:----------------- ------------- --------------: ------------'-------'- '----'-- ' '-----'----'----'-----' -----1 1 1 1 1 1 - 1 1 -----I 1 --1 , , 1 , ,- 12620,.00DS, 3.21 x0av= IB.Ocfs, , 4.Oft-GUTTER, , i i : i : : i i i i : XFALL= .02000, , FLOW TO P1.1: : : : 113.3, : : : : : i : :n=•0150 On= .4: , 1 , 1.20, 9.6: 13.0, A i 1 24.7,1.89, .10: .091, 22.2:------------- ---------------: ---- -------,------,----,----; ;-----;----;----;-----,- ----; 350,.0020 4.3: xOav= 22.2cfs: : In -_.0130 On= 2.2, , I I 1 1 1 I 1 I I 1 1 I 1 1 1 I 1 I 33.0' -PIPE 1-------------'-------'------'----'----'----'-----'----'----'----'------'----' ---' --' 1 I 1 1 1 1 , , 1 I 1 I 1 1 1 1-- ,-- ,---------------I 1 ' 2.301 , 13.0, ; ,----; 26.0,1.03, , , 22.2, ---- ,-----:----,FOR CONFLUENCE 1 1 1 '------ ------'-------'------'----'---'----'----'----'----'----'------'----'- '----'---------------1 1 1 1 I I 1 I 1 I 1 1 1 I 1 I I 1 1 1 1 1 I I 1 I 1 I 1 1 I I I 1 1 I I 900;.0133, .. ,INITIAL SUBAREAI 1 1 I I 1 1 I •• I 1 1 1 I 1 1 1 1 I 1 I 1_„__1 1 I I I 1____I__ ---I1---------------- 11.0147: --------------1 1 2.10 10.0, 10.0, A , 7 , 14.0,2.65, 49, 185, 19.5, , ,- I 1 ------------- ;------- ;------ ,----;----, ;-----;----;----;-----;------, 890;.0141, 4.3, XQav= 21.9cfs: 36.ft-STREET: i i i i i : : : i : : i 'DEPTH= .50 ft. fLOW TO PTX : : i i 3.7: : i : : : :FLOODWIDTII=l6.4: , ' 2.20: 10.2: 20.21 A : 7 ,----: 17.7,2.30, .49: .405: 33.1: ---- :-----:----:---------------: i -------------;-------:------,----;----; ;-----,----;----;-----;------, 050:.0132; 9.7; XQav= 33.Icfs: n=.0130 On= 1.0, : 1.5: : : i : i : : : 27.0' -PIPE 1 I-------------'-------'------'----'---'----'-----'----'----'-----'------'----'-----'----'---------------I , 1 I 1 I 1 1 1 1 1 I I I 1 1 1 I I I 1 I 2.30; : 20.2, : ,---': 19.1:2.20: : : 33.1: ---- :-----:---- :FOR CONFLUENCE -------------'I11: -------'III: ------'II: ':II 't:1 •• '1I: ------ -------------- 050,.0132: :INITIAL SUBAREAII1I: I111 : : 2.30; 9.9; 9.9; A : 7 ;----; 13.7;2.60; .49: .405; 19.6: ---- :-----:----;--------------- : : I 1 1 I 1 I I I 1 I I I I 1 1 1 1 1 1 1 I I 1 I 1 I 1 1 1 I 1 1 I 1 I 1 1 1 I 1 1 1 I 1 1 1 I I 1 I I 1 1 1 1 1 I I I I I 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I 1 1 1 I 1 1 I 1 1 1 I 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I 1 1 1 1 I I I 1 I 1 1 I 1 I I-------------------------------------------------------------- I 1 ---- -------------------------------------- XOEV. TYPES: 1=Coa,2=MH,3=Apt,4=Con,5=SFR lit D/AC,6=B-1OD/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED x ; x0=3-4D/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 t-t--------------------------------------------------------------------------------------------------------t-t +-i--------------------------------------------------------------------------------------------------------f-f I I I I I 1 I I I 1 I I 1 1 ----------------------------------------(SAN BERNARDINO COUNTY]----------------------------------------- STUDY --------------------------------------STUDY NAME: ; CALCULATED BY: L'4 F3 ' CHECKED BY: 1 I � 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER Z, OF Z O -----------------------------f(c) 1983-1909 ADVANCED ENGINEERING SOFTWARE] ------------------------------1 :CONCENTRATION: AREA (ACRES) :SOIL:DEV.: Tt : Tc : I : Fe : FN 1 0 :PATII:SLOPE: V : HYDRAULICS ; POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h: :(Avg): SUM :(ft):ft/ft:FPS.: AND NOTES 1 I-------------'-------'------' ---'----'----'-----' ---'----' ----' ----'----'-----'----1--------------- ------------- 1 1 --------------- 1 1 I I I 1 1 I 1 I- I 1 I 1 1 1 1 1 1-------------'-------'------'----'----'----'-----) ---' ---' ' -----' ---' ' ---' ---------1 1 CONFLUENCE ; PEAK FLOW RATE(CFS) = 68.2 ANALYSIS ; TIME OF CONCENTRATION(MIN.) = 19.1 ; LARGEST ; FOR POINT$ ; AVERAGED Fm(IN/IIR) = .39 ; CONFLUENCE 2.30: EFFECTIVE AREA(ACRES) = 40.26 TOTAL AREA(ACRES) = 43.90 ; 0= 60.2 0 Tc Fe Ae 1 1 1 60.20 19.14 .39 40.26 60.16 26.01 .36 43.90 67.56 13.73 .40 31.68 1 I-------------'-------'------'----'----'----'-----'----'----'-----'---'----'-----'----II I --------------- ------------- ;------- ;------ ;----;----; ;-----;----;----;-----;------: 680;.0025; 5.4; x0av= 60.2cfs: in=.0130 Dn= 4.0: 2.1: i i i i i i i i 48.0' -PIPE 1 1-------------' '------'----'----'----'---'----'----' ---' ----'----'-----'----1--------------- 3.30: 1 1 ------- ------------- 1 I I 1 I I 1-- I I I-- ,-- 1 1 1 1-- t l 3.30: MAIN -STREAM COPIED ONTO MEMORY BANK I l I '----- '------- '------'----'----'----'-----I----I----' ---' ----'----' '----1 1 1 1 1 I I 1 1 1 1 I 1 1 -- 1 -- I I I I I-------------' -------'---_'_---'----'-----' ---'_-.._ _--_-'------'__-••'-----'..__-1 1 1 -----I 1 1 1 1 1 1 1 I ( 1 1 I 1 1 I I I I 1 1 1 1 I I I I 1 I I 1 I 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 I 1 1 1 650;.0138; ..:INITIAL SUBAREA: ; I 1 2.50: 5.3; 5.3; A ; 7 ;----; 12.2;2.00; .49: .485: 11.4: ---- ;-----;----1 --------------- : 1 -------------'-------'------'----'- ---'----'- '------ 350:.0020; 1.6; xOav= 11.9cfs: 1 40.ft-STREET: :DEPTII= .63 ft.: : FLOW TO PT.$1 3.7: i i i i i i i :FLOODWIDTII=17.4: 1 1 3.30: .5: 5.0: A : 7 :----: 16.0:2.45: .49: .405: 11.4: ---- :-----:----:---------------i I 1 1 ' '------'----' ---- '---'-----'---' ----' ----'---'----'-----'----'--------------- ------------- I 1 1 I------ 1 1 1 I I 1 I I ,--- , 1 1 1 I I 1 3.301 MEMORY BANK I 1 CONFLUENCED WITH MAIN -STREAM ' 0 Tc Fo Ae I I I ' 79.01 15.96 .41 30.08 1 1 1 I I 1 1 : : 70.90 15.57 .41 37.34 1 1 1 77.37 21.23 .40 46.06 ' 67.53 27.06 .38 49.70 I 1 I I I '-------'------'----'----'----'-----' ---'---'-----'------'---'-----'-- 1 I I ------------- --------------- 1 I 1 I I I I 1 I- I- I 1 I- I 1 I I 1 I I-------------'-------'------'----'---'----'-^---'----'---'-----'------'----'-'----I I 1 --------------- 1 1 I 1 I I I I I 1 I 1 1 (---- 1 1 I I 3.301 MAINSTREAM COPIED ONTO MEMORY BANK $ 2 : I I I-------'------'----'-- '----' ----'----'----'-----'------' ---'-----1 I 1 1 ------------- -------------- I I 1 1 1 t 1 I I I I I 1 1 1----I- 1 1 I I I I xDEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,S=SFR llf O/AC,6=8-I00/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=DC RUNOFF COEFFICIENTx 1-1-------------------------------------------------------------------------------------------------------- f-+ i-I-----------------------------------------------------------------------------------------------------------------t-i I I 1 1 1 I 1 ' I I I I I 1 1 I I 1 I 1 I 1 1 ,------------------------------- 1 1 [SAN OERNAROINO COUNTY]--------------------------------- -------- STUDY NAME: ; CALCULATED BY: 6A 8 ; CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER 3 OF z A ; ' '-----------------------------[(c) 1403-1909 ADVANCED ENGINEERING SOFTWARE]------------------------- :CONCENTRAf10N1 AREA (ACRES) :SOIL:DEV.', Tt : Tc : I : Fe : 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--- --------- -- -- '-------'-----'----'----'----'-----'----'----'-----'-----'----' --' --' ------------ I 1 1 1 1 1 1 I 1 I 1 I 1 1 1--- ,-- , � I I I _-----'------- '------ '----'----'----'--'----'----'-----' --' ' ---'----' --------------1 1 I 1 1 1 I 1 1 I 1 1 I 1 I I 1 1 1 1 I 1 1 1 I 1 I I 1 1 1 1 I I 1 1 I I : :10001.0165; .. ',INITIAL SUBAREA: 1 1 3.10: 7.6; 7.6: A : 8 :----: 14.012.561 .501 .502: 13.5: ---- :-----:----:--------------- : : '- '------'----'----' '-----'- '----'-----'--- _ 1 1 1 I 1 1 -------------I ----- , , , , , ---, , , - -,1100,.0101, 3.5, XOav= 14.5cfs, , 36.ft-STREET; ; : : : : : : : : : : : 1DEPT11= .55 ft. 1 : FLOW TO PTX : : : : 5.4: : : : : : : : ',FLOODWIDT11=14.6: 1 1 3.20: 0.6: 16.21 A 1 0 1----1 20.2:2.131 .501 .502: 22.5: ---- :-----1----:---------------I ------------- '------- '------ '----'----' '-----'--'----'-----'------' 40:.0050: 5.71 XOav= 22.5cfs: 1 1 1 1 I 1 1 1 I I I 1 I :n=.0130 On= 2.3; 21.0'-PIPC ; I I --I '------1 1 1 - - 1 I I" 1 1 1 1 1 I 1 1 I 1" 1 I � 3.50: MAIN -STREAM COPIED ONTO MEMORY BANK t 3 I I '------- '------ '----'----'---'-----'----'---'-----'------'----'-----'----'---------------I ------------- , � I 1 I 1 1 1 1 (- 1 I 1 I 1 1 I II-------------'-------'------'----'----'----'-----'----'----'-----'------'----'-----'---'---------------I 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 I 1 � 110001.0152; ..:INITIAL SUBAREA: 1 1 4.10; 6.91 6.91 A : 0 :----: 15.112.53: .501 .502: 12.11----:-----:----:--------------- ------------- --------------; 1 1 I ----------'-------'------'----'----' '-----'----'----' '------' I I I 1 1 1 � ___ , , , , , , ,-----, , 150,.0064, 2.5, XOav= 14.Ocfs, 36.ft-STREET; : : : : : : : : : : : : :DEPT11= .53 ft. : FLOW TO PT.I: : : : : 2.9: : : : : : : : :FLOODWIDTII=13.9: I 1 4.20; 2.5: 9.41 A : 0 :----: 17.9:2.20: .50:.502: 14.4: ---- :-----:----:---------------: 1 1 --------------- 1 ' 4.20: : 9.4: : :----: 11.9:2.20: : : 14.4: ---- :-----:---- :FOR CONFLUENCE ; I 1 I 1 --'-------'------'----'---"'----' ----'---'----'-----'------'----'-----' -' -------I ----------- ------- , , 1 1 1 I I 1 1 1 1 1 I 1 1--- (- 1 � 1 I I 1 1 I 1 1 I 1 1 1 I I 1 I 1 i :1000:.01601 ..:INITIAL SUBAREA: 4- ---- 10'7- --- - -- 7.6: 7.A: --5©,--582113-5' --------- 150:.0141: 3.6: XOav_ 14.30s 36.f1 -STREET; , 1 1 1 1 I 1 I 1 1 , ,DEPTII= .47 ft. , FLOW TO PTX : : : : •1: : : : : : : : :FLOODWIDTH=10.0: 1 1 4.201 1.01 0.6: A : 0 :----: 15.6',2.40: .50:.502: 14.7:----1-----:----:--"""""-""""""": I I 1 1 1 I 1 I 1 1 1 I 1 1 I I 1 1 1 I I I 1 I 1 I I 1 I I I 1 1 1 1 1 I I 1 I I 1 I 1 I I I 1 1 1 1 1 1 I 1 1--------------------------------------------------------------------------------------------------------' XOCV. TYPES: 1=Com,2=M11,3=APt,4=C0n,5=SFR 11+ 0/AC,6:0-10D/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED x RUNOFF COEFf1CIENTX 1 XB=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 1-1-------------------------------------------------------------------------------------------------------- 1-t +---------------------------------------------------------------------------------------------------------+-+ ----------------------------------------(SAN BERNARDINO COUNTY)-----------------------------------------� STUDY NAME: ; CALCULATED BY: &A 73 ; CHECKED BY: ' 25.0-YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER 4- or-z p ; ''-----------------------------[(c) 1983-1909 ADVANCED ENGINEERING SOFTWARE)------------------------------; ;CONCENTRATION; AREA (ACRES) ',SDIL;DEV.; Tt ; Tc 1 I 1 Fa 1 Fa 1 0 ;PATII;SLOPE, V ; HYDRAULICS POINI NUMOERISUOAREAI SUN ;TYPE;TYPE;MIN.; MIN.1in/h1 ;(Avg); SUM 1(ft);ft/ft;FPS.; AND NOTES '-------'------'----'----' ---'--'----'----'-----'------' --' '----� ---------------------------- -------'------'----'----'----'----'----'----'----'------' ---' ---' ---� ---------------------------- CONFLUENCE ; PEAK FLOW RATE(CFS) = 28.7 ; ANALYSIS TIME OF CONCENTRATION(MIN.) = 15.6 ; LARGEST FOR POINTI AVERAGED Fm(IN/HR) _ .58 ; CONFLUENCE 4.20; EFFECTIVE AREA(ACRES) = 16.77 TOTAL AREA(ACRES) = 18.00 ; 0: 28.7 ; 0 Tc Fe Ae 27.57 17.94 .50 18.00 20.71 15.60 .50 16.77 '-------'------'----'----' --' ----'---'----'-----'----'----' '----' --------------------------- ------------- ------- '-- '----'---- ' -----' _ ---_---_____-, �---,----, , -, --, , -,- , 630,.0141, 9.1, XAav- 20.7cfs, , in=.0130 On= 2.01 24.0'-PIPE i----� i '----'-----'----'--------------- ------------- ------------ 3.50, 4.2, 21.0, A , 8 , , 16.7,2.38, .58, .582, 33.9, , , ,- --, -------------'-------'------'----'---- '---- ' ----- '---- ' ---- '----- '------ '--'-----'----'---------------' 3.50; MEMORY DANK M 3 CONFLUENCED WITH MAIN-STREAM ' 0 Tc Fa Ae 55.66 16.74 .58 34.32 ' 54.56 19.14 .58 37.46 53.26 20.32 .58 30.40 1--------------------1------ ---- ---- ---------i---- -----------� 0501.01001 9.41 XOav= 55.7cfS in=.0130 Dn= 2.01 1 i i i i i 1.5i i i i i i i i i 33.0'-PIPE i 3.30, 5.3i 39.6: A ' 0' 18.3i 2.26i .50i .582i 59.8''----' � --------------- -----'-------'------ ------- , 1 1 3.301 MEMORY DANK 1 2 CONFLUENCED WITH MAIN-STREAM 1 1 0 Tc Fa Ae 1 1 130.15 10.26 .49 01.10 ' 135.06 20.60 .49 07.99 133.20 21.90 .49 90.13 1 ' 136.03 15.57 .49 71.12 1 1 137.26 15.96 .49 72.72 i 1 ' 135.01 21.23 .49 09.24 113.63 27.06 .47 93.40 ---- '-------'------'----'---'----'---'----'----'-----'-----'----'----'----� ------------------------ --------------------------- ---- XDEV. TYPES: 1=Coa,2=MI1,3=Apt,4=Con,5=SFR llf D/AC,6=8-IOD/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED x 1 1 X0=3-4D/AC,9=20/AC,10=ID/AC,11=0.4D/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENTX 1 1-I--------------------------------------------------------------------------------------------------------f-+ 1-F----------------------------------------------------------------------------------------------------------------------- 1-I I 1 1 ( 1 1 1 1 I 1 1 1 1 I 1 -------- -----------------(SAN BERNARDINO COUNTY]-----------------------------------------: : STUDY NAME: i CALCULATED BY: &At5 CHECKED BY: ; 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBERS OF Z a ; -----------------------------[(c) 1983-1909 ADVANCED ENGINEERING SOFTWARE] ----------------------------- CONCENTRATION: AREA (ACRES) :SOIL:DEV.: Tt : Tc ; 1 : Fm : Fm ; 0 :PATII:SLOPE: V ; HYDRAULICS ; POINT NUMBER:SUDAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h: ;(Avg); SUM :(ft):ft/ft:FPS.: AND NOTES I I-------------' '-----'-'----'----'----'----'----'----'-----'----'----'-----I 1 I t ------- --------------- --- -------------- 1 I I I 1 1 I 1 I 1 I -- I I 1--- 1 1 1 I I'-------'------'----'----'----'-----'----'----)----'------'---'-----' ---'--------------- ------------- 1 I I 1 1 1 1 1 1 I I 1 1 I I 1 ( I I 3.301 MEMORY BANK M 1 CLEARED 1 1-------------'-------'------' ---'---'----'-----'---'----'-----' ----' ---'-----'----I--------------- ------------- 1 1 --------------- I I 1 1 1 I , I I 1 1 I I I 1 1 1 11-------------'-------'------' ---'----' ---'-----'----'----' --' -----' ---' ----'----' ------------1 1 I I 1 I 1 1 1 I t I 1 -- ,- I` I 1 I--- 1 1 3.30: MEMORY BANK M 2 CLEARED I I -------'-------'------'----'----'----'-----'----' --'----'------'----'----'----'--------------- 1 I 1 1------ I 1 I 1 1 I , 1` I I I 1` I I 1 1 I I -------'------------- '_-_-'---'-___'---_-'----' _--'-----'-----_'_---' ----'_---'---------------1 1 11-`-`-- I 1 I 1 I 1 1 1 1 I 1 1 1 I 1 1 3.30: MEMORY BANK k 3 CLEARED : : I I-------------'-------'------'----'----' ---'----'----' ---' ----'----'----' '---_1 1 1 --------------- I I 1 1 1 I I` 1 1 I I I -- , ,---- 1 I 1 1 ------------- ;------- ;------ ;----;----; ;-----;----;----;-----;------: 440;.0041; 9.1; XOav= 130.lcfs: :n=.0130 On= 3.6: : -B: : : : : : : : : 60.0' -PIPE I 1'-------'------'----'----'..---'---'----'----'-----'-----'----'-----'-------------------- --------------1 I 1 1 1 I I 1 1" I 1 1 1` 1 1 I I I I I I 6.00: 81.2; ; ;----; 19.1;2.20; ; ; 130.1; ---- ;-----;---- ;FOR CONFLUENCE II-------------'-------'------'----'----'----' ----'----' ---'---'------' ---' '----I--------------- :1000,'.0117: I I ----- --------------- I I I 1 I 1 1 I I 1` 1 I` 1 1 I I I 1 I 1 I 1 I 1 1 I 1 1 1 I I I I I I I I 1 I 1 I I I I 1 1 1 I I I I I I : .. :1000:.0111:.. :INITIAL SUBAREA: 1 1 6.00: 6.4: 6.4: A : 8 ----: 15.9:2.46:.50:.502: 10.8: ---- :-----:----:--------------- : : 1 1 I 1-------------'-------'------'--- ' ---'--'-----'--'----'-----'-----'----' ----' ---' -----------_1 I I I 1 I 1 1` I- 1 1-- 1 I I 1 I ,- ,--- 1 1 I I 6.00: : 75.4: : :----: 15.9:2.46: : : 146.6: ----:-----:----:FOR CONFLUENCE ---------------------- i'----------'''----'----'----'-----'----'----'-----''----'----'---_I--------------- 1 I 1 1 1 1 I 1 1 1 1 I 1 ,- 1 I ---- 1 I : : : : •• : : : : : : 520:.0023: ..:INITIAL SUBAREA: 6.00: .B: .B: A : 1 :----: 12.5:2.84: .10:.097: 2.0: ---- :-----:----:---------------- : i 1 1 1 I I 1 I I I 1 1 I I 1 I I 1 1 1 1 1 I I I I 1 I 1 1 1 I I 1 1 1 I 1 1 I I 1 1 1 1 I 1 1 1 1 1 I 1 1 I 1 1 1 I 1 I I 1 1 1 1 1 1 1 I 1 1 I I 1 1 I I I I I 1 ( 1 1 I 1 I 1 1 1 I 1 I I I I 1 I I I 1 1 I I 1 1 1 1 I 1 1 I 1 1 1 1 t I 1 1 1 I I 1 I 1 I I 1 I 1 1 1 1 I I 1 1 1 1 I I I I 1 I 1 I 1 I 1 1 I I 1 1 1 I 1 1 1 I 1 I 1 I 1 I 1 I I 1 1 1 I t 1 1 I I 1 1 I 1 1 1 1 I 1 1 1 1 I I 1 1 1 1 I 1 I I 1 I 1 1 1 1 1 t 1 1 1 1 1 1 1-----------------_-_________________________________________________________-____________________- - 1 1 I I 1 1 XOEV. TYPES: l=Com,2=MII,3=Apt,4=Con,5=SFR IIF 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=0.40/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=0C RUNOFF COEFFICIENTX 1-1---------------------------------------------------------------------------------------------------- -----------------------------------------------------------------1-I -------- --------------------------------(SAN BERNARDINO COUNTY] --------------------------------------- STUDY NAME' ; CALCULATED BY: G Al ' CHECKED BY: ' 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER to OF Z40 --[(c) 1903-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------� ' :CONCENTRATION; AREA (ACRES) ;SOILIDEV.: Tt : Tc : I : Fat 11 F® ; 0 :PATII:SLOPE', V ; HYDRAULICS POINT NUMBER:SUBARCAI SUM :TYPE:TYPC:MIN.: MIN.:in/h: :(Avg): SUM :(ft):ft/ft:FPS.: AND NOTES '-------'------'----'----'----'-----'---'----'-----'------'----' ----'----'---------------' '------- CONFLUENCE '------ '----'----'--'-----'----'----'-----'------' PEAK FLOW RATE(CFS) = --'-----'----'---------------' 149.2 ANALYSIS I TIME OF CONCENTRATION(MIN.) = 16.8 : LARGEST 11 : : FOR POINTI : AVERAGED Fm(1N/HR) = .49 : CONFLUENCE 11 : 6.00; EFFECTIVE AREA(ACRES) = 79.92 TOTAL AREA(ACRES) = 100.60 I 0= 149.2 ' 0 Tc Fe Ae I 11 148.31 15.89 .49 76.23 149.04 16.38 .49 70.32 11 I I 149.25 16.77 .49 79.92 149.00 19.06 .49 00.30 i 145.72 21.49 .49 95.19 11 144.67 22.04 .49 96.44 11 : 142.62 22.71 .49 97.33 I : 121.37 28.70 .48 100.60 139.69 12.49 .49 60.08 '------- ------------- '-------'------'-- '------ '---- '----' '-----'----'----'-----'------ --------------- 230:.0048: 9.0: x0av= 149.2cfs: : :n=.0130 Dn= 3.61 : ' ' ' ' ' ' •4i i : : : : : i : 60.0" -PIPE '------ '----'----'----'-----'----'----'-----'------ '----'-----'----'--------------' : 6.90: MAIN -STREAM COPIED ONTO MEMORY DANK 1 1 �' -------'------' ----' ----' ----' -----' ---' ----' -----'------' ----' -----' ----'---------------: ------------- 35011.0143: ..:INITIAL SUBAREA, : ' 6.1011 .• 5.5; 5.5; A I 8 ;----11 10.0;3.241: ' .50: .5021 13.I:----:----- ."`-11 --------------- : '------- '------ '----'----' '-----'----'---- '-----'------' 800:.016211 4.0: x0av= 18.5cfsl ------------- : 30t-STRCET: : i i i : i : i : : i i iDEPTII= .51 ft. FLOW 10 111.1: i : : : 3.4: i i i : : : : :FLOODWIDTII=12.1: : ' 6.20; 5.6: 11.1: A ; 0 ;----; 13.412.72: .501 .502: 21.4: ---- ;-----:----;--------------- I --'-------' 6.20: ------ ' , 11.1: : i` ---i 13.4,2.72: ------ --------------- : : 21.4: ---- :-----i---- :FOR CONFLUCNCE � : --------------------------------------------------------------------------------------------------------: : xDEV. TYPES: i=Com,2=MII,3=Apt,4=Con,S=SFR 111 D/AC,6=8-100/AC,7=5-70/AC, SOIL TYPE: USER --SPECIFIED x : : xB=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 : t-i-------------------------------------------------------------------------------------------------------- t-t 1-F--------------------------------------------------------------------------------------------------------�-+ ----------------------------------------(SAN BERNARDINO COUNTY) -----------------------------------------1, STUDY NAME: ; CALCULATED BY: CHECKED BY: 25.0-YF,AR STORM RATIONAL METHOD STUDY ; PAGE NUMBER 7 OF Z D -----------------------------((c) 1983-1909 ADVANCED ENGINEERING SOFTWARE) ------------------------------: :CONCENTRATION: AREA (ACRES) :SOIL:DEV.: Tt : Tc : I : Fm : Fm : 0 :PATH:SLOPE: V : IIYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.1, MIN.,in/h: :(Avg): SUM :(ft):ft/ft:FPS.: AND NOTES ------------- '------- '------ '----'----'----'-----'----'----'-----'------ '----'-----'----'-------------' ---------- '-------'------'----'----'----'---'----'----'-----' -----'---'-----'----'-------------' •• i i : i i :1000'1.0178: :INITIAL SUBAREA: i 6.20: 6.61, 6.6: A 8----: 14.6:2.50: .50:.582: 11.9:---------:---- ---------------i : ------------- '------- '------ '---- '----'----'----- '---- '---- '----- '------ '---'-----'----'-----------' CONFLUCNCE : PEAK FLOW RATE(CFS) = 33.0 ANALYSIS : TIME OF CONCENTRATION(MIN.) = 13.4 ; LARGEST FOR POINT# : AVERAGED Fm(IN/IIR) = .5B : CONFLUENCE : 6.20: EFFECTIVE AREA(ACRES) = 17.16 TOTAL AREA(ACRES) = 17.70 : 0= 33.0 0 Tc Fm Ae ' 33.01 13.41 .58 17.16 ' 31.80 14.62 .58 17.70 --------------- ------------- :------- :------ ;----:----; :-----;----:----;-----;------: 350:.0200:11.7: XOav= 33.Ocfs: 1, :n=.0130 On= 1.4: : •5: : : : : : i : : 30.0' -PIPE ' 6.40: 5.2: 22.4: A : 8 :----: 13.9:2.66:.58:.582: 41.8: ---- :-----:----:--------------- ------------- i-------:------:----:----: :-----:----:----:-----:------: 350:.0146:10.5: XOav= 41.8cfs: :n=.0130 Dn= 2.3: 21.0' -PIPE ------------- '------- '------'---- ' ---'---'-----'----'----'-----'------ '----'-----'----' 6.50: : 22.4# i :----: 14.5:2.601 41.8: ---- :-----:---- #FOR CONFLUENCE ------------- '------- '------ '---'----'----'----'----'----'-----'------ '----'-----'----'---------------' :: : : : i i •• : i : : i 1,1000:.0154: .. :INITIAL SUBAREA: : ' 6.50: 9.9: 9.9: A : 8 :----: 15.0:2.54: .58: .502: 17.4:----:-----:----: ------- --------: : i'--------------------------------------------------------------------------------------------------------: : XOEV. TYPES: I=Com,2=Ml1,3=Apt,4=Con,5=SFR IIF O/AC,6=8-IOD/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED X : : XO-3-4D/AC,9=20/AC,10=ID/AC,11=0.4D/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,11=DC RUNOFF COEFFICIENTX : ►-I-------------------------------------------------------------------------------------------------------- 1-F I -t ----- i STUDY NAME: --------------------------------------------------------------------------1-I ----------(SAN BERNARDINO COUNTY]---------------------------------------- 25.0-YEAR STORM RATIONAL METHOD STUDY CALCULATED BY: L A f3 ; CHECKED BY: PAGE NUMBER B OF Z 0 ; -----------------------------((c) 1903-1909 ADVANCED ENGINEERING SOFTWARE] ------------------------------; ;CONCENTRATION; AREA (ACRES) ;SOIL;OEV.; Tt ; Tc ; I ; Fm ; Fm ; 0 ;PATH;SLOPE; V ; HYDRAULICS ; POINT NUMDER;SUDAREA; SUM 'TYPE:TYPE.MIN.: MIN.;in/h; ;(Avg); SUM ;(ft);ft/ft;FPS.; AND NOTES ; -------'------' ---'-'----'-----'----' ---' ----'-----'----'----'----'---------------' '---'-------'------'----'----' ---------- CONFLUENCE ; ---'-----'----'---'-----'------' ---'----'----'---------------' �- �- �- �- PEAK FLOW RATE(CFS) = 59.1 ANALYSIS ; TIME OF CONCENTRATION(MIN.) = 14.5 ; LARGEST ; FOR POINT$ AVERAGED Fm(IN/IIR) = .50 ; CONFLUENCE 6.50; EFFECTIVE AREA(ACRES) = 31.07 TOTAL AREA(ACRES) = 32.80 ; 0= 59.1 0 Tc Fe Ae 59.11 14.46 .50 31.87 57.04 15.69 .50 32.80 50.48 15.05 .58 32.51 '-'-------'------'----'----'----' ------------ -------------;-------;------;----;----; ---'---'----'-----'----'----'-----'----' --------------- ;-----;----;----;-----;------; 850:.0071; 0.4; XDav= 59.lcfs n=.0130 On= 3.0 1.1i i i i i i i i 36.0' -PIPE ; ' 6.90; 11.3; 43.2; A 8 ;----; 16.2;2.43; .50; .502; --------------- '------------- ' ------- '------ '----'----'--'-----'----'----'-----'------ '----'-----'----'--------------- ' ' 6.90; MEMORY DANK I I CONFLUENCED WITH MAIN -STREAM 0 Tc Fr 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 .53 119.54 219.90 16.77 .53 122.14 219.06 17.16 .53 123.91 212.26 19.46 .52 132.48 203.09 21.09 .52 139.29 200.86 22.43 .52 140.54 197.42 23.11 .52 141.43 166.10 29.10 .51 144.70 i ''-------'------'----'----'----'-----'----' ------------- ---'-----'------' ---'----'----' --------------- ------------- ' '-------' -----' ----- ---'----'----'-----' -'--'-----'------'----' '----'-------------' 6.90; MEMORY BANK I 1 CLEARED '------------- '-------'------ '----'----'----'-----'----'---'-----'------' --'----'----'---------------' '---------------------------------------------------------- ' XOEV. TYPES: I-Con,2=M11,3=Apt,4=Con,5=SFR 11F D/AC,6=0-I0D/AC,7=5-10/AC, SOIL TYPE: USER=SPECIFIED X XO=3-4D/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 i-I-------------------------------------------------------------------------------------------------------- 1-I F-F--------------------------------------------------------------------------------------------------------t-► 1 1 I 1 1 1 1 1 1 1 1 1 t 1 I 1 1 1 1 1 1 _: : 1 I -------------------------------- - (SAN DERNAROINO COUNTY)-------------------------------------- - STUDY NAME: : CALCULATED BY: G /y t5 I 1 ; CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER 9 OF 00 ----------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] -------------------------------I ;CONCENTRATION; AREA (ACRES) :SOIL:DEV.: Tt : Tc : I 1 Fo : FM : 0 :PATII;SLOPE: V : HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h: :(Avg): SUM :(ft)1ft/ft:FPS.: AND NOTES ; I1 -----'------- '------ '----'----'----'�'----'---'----'-----'------'----'-----'----'---------------1 I I----'--- , 1 1 1 I 1 1 I I 1 1 1 1 I 1 1 1 I '-------'------ '----'----' '-----'----'----'-----'------' 650:.0071112.6: XOav= 220.Ocfs: 1 1-------------, 1 1 1 I 1 1 1 I 1 1 :n=.0130 Dn= 3.81 : : : •9: : : : : : : : : 66.0' -PIPE : 1 1 ----- '------- '------ '----'----'----'-----'----'----'-----'------'----'-----'----'--------------- ' 1 I I 1 � 7.601 MAIN -STREAM COPIED ONTO MEMORY BANK I 1 : ----: II-----'-------'------'----'-___'----'-----'----'----'---__'------'---_'__-_-'----'----------- ' I I-------- 1 1 1 I 1 1 I I I I I I 1 1 1 I1 '-------'------ '----'----'----'-----'----'-^--'-----'------ '----'__---'----'---------------I _____________ , I I 1 1 000:.01441 .. :INITIAL SUBAREA: 1 1 1 1 I I I •• , 1 1 I 1 1 1 1 1 1 I 1 I ----I 1 1 1 I 1----'-- '----'------------- 7_10, 5./, 5.7, A , 8 , , 14.0,2.66, ,SQ, .SQ2, 10,6, , ---, , --I ------ ------- ------:----1----1 :-----:----:---------:------1 300:.0043: 2.3: XQav= 14.9cfs: 36.ft-STRCET: : : : : : : : : : : : : :DEPTH= .57 ft. FLOW TO PT.I: : : : : 2.2: : : : : : : : :FLOODWIDTH=I5.0: ' 1.20: 5.1: 10_8: A : 8 :----: 16.1:2.44: .58: .582: 18.0:----:-----:-- ----------- :'------- '---- '----'----' '-----'----'----'-----'------' 800:.0016: 5.71 XQav= I8.Ocfs: _ 1 1 -----, I 1 1 I I 1 1 1 1 I :n=.0130 Dn= 2..0: - : 2.31 : : : : : : : : 24.0' -PIPE 1 7.30: 6.4: 11.2: A : 8 :----: 18.512.25: .501 .5821 25.0:----:-----:----:-------------- I I -----'-------'------'----'----'----'-----'----'----'-----'------'----'-----' '---------------' „ -------- , , 1 1 1 1 I I I 1 I t I----, 1 I 1 7.30: : 17.2: : :----1 10.5:2.25: : : 25.0: ---- :-----:----:FOR CONFLUENCE 1 1-------------'-------'------'----'----'---'-----'----'----'-----'------'----'-----'----'--------------' I I 1 I I 1 I I 1 1 1 1 I I I I � I 1 I I 1 I 1 1 I I I 1 I I I 1 '1 t 000:.0118: .. :INITIAL SUBAREA: I I 1 1 1 1 1 •• 1 1 I I 1 I 1 7.05: 4.81 4.8: A : 8 :----: 14.512.591 .581 .5821 8.7: ---- :-----:----:--------------- : :------------- '------- '------ '----'----' '-----'----'----'-----'------' 350:.0134: 3.4: XQav= 10.3cfs: I 1 I 1 I I I I I I 1 I 1 36.ft-STREET: : : : : : : : : : : : : :DEPT11= .44 ft. FLOW TO PT.I: : : : : 1.1: : : : : : : : :FLOOOWIDTH= 8.9: ' 7.30: 2.0: 6.0: A : 8 :----1 16.3:2.42: .50: .502: ll•31---- :-----:----:---------------: I I I 1 1 1 1 1 1 I 1 1 I 1 1 I 1 1 1 1 1 I I I 1 1 1 I 1 1 1 I 1 1 I 1 I I I 1 I I I I I I I 1 I I I I 1 I 1 1 1 1 I I I 1 I I I I 1 1 I 1 I I I I 1 I I 1 1 I I I 1 I I I 1 I1--------------------------------------------------------------------------------------------------------: XOEV. TYPES: 1=Coa,2=M11,3=Apt,4=Con,5=SFR lit O/AC,6=0-100/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED X XO-3-4D/AC,')=2D/AC,10=1D/AC,11=0.4D/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF CoEFFICIENTX t-1-------------------------------------------------------------------------------------------------------- t -t 1-f------ , 1 , --------------------- ----: ----- --(SAN BERNARDINO COUNTYJ------------------------------------- STUDY NAME: ; CALCULATED BY: I , ; CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER/ O OF 00 ; ' '-----------------------------[(c) 1983-1909 ADVANCED ENGINEERING SOFTWARE]----------------------------- CONCENTRATION: AREA (ACRES) :SOIL:DEV.: Tt i Tc : I : Fm: Fa I 0 :PATH:SLOP[: V 1, HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPEITYPE:MIN.: MIN.:in/h: :(Avg); SUM :(ft):ft/ft:FPS.: AND NOTES ------------- '-------'------'----'----'----'-----'----' ---'----'------' --'----'----'---------------, , I 1 I 1 , , 1 '-------------'-------'------'----'----'--^-'----'----'----'-----'------'----'-----'----'------------1 I , , , 1 1 1 1 , 1 1 I 1 , , I--- CONFLUENCE PEAK FLOW RATE(CFS) = 36.4 ANALYSIS ; TIME OF CONCENTRATION(MIN.) = 16.3 ; LARGEST ; FOR POINTM AVERAGED Fm(IN/ITR) = .50 ; CONFLUENCE ; 1.30: EFFECTIVE AREA(ACRES) = 21.95 TOTAL AREA(ACRES) = 24.00 ; 0= 36.4 ' 0 Tc Fel Ae , I , I ' 35.94 18.45 .50 24.00 ' 36.30 16.26 .50 21.95 I I-------------'-------'------'----'----'----'-----'---'----'----'------'----'-----'----'---------------1 , „ , , , I , 1 ,- 1 I I 1 1 , I I, -------------'-------'- '----'----' '-----'----'----'-----'------' 200:.0102:11.6: XOav= 36.4cfs: i :n=.0130 On= 2.0: '' ' ' •4i i i i i i i i i 24.0' -PIPE I I , , I 1 '----, , , 1 I (----'-----'----' ------I , 7.35, l.l, 23.1, A , 8 , , 16.7,2.39, 5Q, 582, 37. , , , ,- -- , I '------- '------'- ' , I ,----'----' ----'------1 I , , 1 I �_____________� � �---�----, ,-----, , ,- , , 520,.0152,11.9, XAav= 37.5cfs, , ,n=.0130 On= 2.0: 1 - .7: i i i i i i i i 24.0' -PTFE 1.40: 8.1; 31.8; A ; 8 ;----; 17.4;2.33; .50:.582: 49.9: ---- ;-----;----I---------------i I -----------------------------------------------:-----:------: 660:.0145:12.5: XOav= 49.9cfs: i In=•0130 Dn= 2.3: 27.0'-I'IPE ' 1.601 12.0: 43.8: A : 8 ----: 18.3:2.26: .50:.582: 66.1:---- ---------------� I I I ---------------------------------------------------------------------, , : XDEV. TYPES: 1=Com,2=M11,3=APt,4=Con,5=SFR 111 O/AC,6=0-10O/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFICO X : XO=3-40/AC,9=20/AC,10=ID/AC,11=0.40/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENTX : 1-I--------------------------------------------------------------------------------------------------------1-1 -f--------------------------------------------------------------------------------------------------------'-' 1 I I I 1 1 I 1 1 I I 1 1 I I 1 1 1 1 1 -------------------------------------: i ----------------------------------- [SAN BERNARO(NO COUNTY]--------- , CALCULATED BY: (.�`� .> ' 1 � STUDY NAME: CHECKED BY: I I 1 1 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER/ I OF LU 1 I 1 1 C -----------------------------[(c) 1903-1909 ADVANCED ENGINEERING SOFTWARE] ------------------------------: :CONCENTRATION: AREA (ACRES) :SOIL:DEV.: Tt : Tc : I : FN : Fm : 0 :PATII:SLOPE: V : HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h: ;(Avg); SUM :(ft):ft/ft:FPS.: AND NOTES ; '-------'------'----'----'----'-----'----'----'-----'------'----'-----' ---'--------------' I I I_..---_ - 1 I 1 I 1 1 I 1 1 I 1 1 1 I I 1 I'-------'------'-___'__--____1--____---'-__-'-----'------'-_--'-----'----'---------------1 I _____________ 1 1 I I I 1 1 I 1 I 1 I 1 1 I 1 1 7.60: MEMORY BANK I 1 CONFLUENCED WITH MAIN -STREAM I I ' 0 Tc Fa Ae 1 1 ' 204.51 10.26 .54 160.63 274.49 20.50 .54 178.79 : 1 1 1 ' 270.10 13.76 .54 127.48 1 1 205.04 17.02 .54 159.57 : 285.25 17.15 .54 160.62 1 1 1 205.53 17.62 .54 164.30 : 1 1 1 ' 205.52 17.63 .54 164.31 1 1 I 204.97 10.02 .54 167.09 : 284.30 18.31 .54 168.88 I I I I ' 275.41 20.32 .54 178.11 260.73 22.76 .54 105.09 1 1 � 257.35 23.31 .53 186.34 : I I ' 252.53 23.98 .53 107.23 1 1 1 I I 211.25 30.01 .53 190.50 I I 1 I 1 1 1 I 1 1 I 1 I 1 I I I 1 1-------------'- '----- '----'----' '-----'----'----'-----'------' 540:.0094:14.8: XOdv= 205.5cfs: 1 1 ,-'-'--, -I 1 I I 1 1 1 I 1 :n=.0130 Dn= 4,2: ' ' ' ' ' ' ' •6i i i i i i i i i 66.0" -PIPE : 1 1 I 1 1 I 1 1 I 1 1' ------------- ' ------' ' ' ' ' ' ' ' ------' ' ' ' ------- 164.3: 18.21'2.26: 285.5: -----:----:FOR CONFLUENCE11.10: -- 1 1 '------------- '------- '------ '----'----'----'-----'----'----'-----'------ '----'-----'----'---------------: 1 1 1 1 I I 1 I I I I I I I 1 I 1 1 1 I 1 I 1 I 1 1 I I I I 1 1 : : : i : : .• : i : i : i 670:.0146: •• :INITIAL SUBAREA: ' 11.10: 0.7: 8.7: A : B :----: 13.0:2.70:.58: .582: 17.2: ---- :-----:----:---------------: 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 I I I 1 1 I 1 I I 1 1 I 1 1 1 I 1 1 I I 1 1 1 I 1 I 1 1 I I 1 I I I I 1 1 1 1 1 1 I 1 1 I 1 I 1 I I 1 1 1 1 1 I 1 1 I 1 1 1 1 1 I 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 I I 1 I 1 I 1 I 1 1 1 1 1 I I I 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 I 1 I I I 1 1 I 1 1 1 1 1 I I 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 I 1 I I 1 I 1 1 1 1 1 I I 1 1 I 1 1 1 1 I 1 1 I I 1 1 1 1 1 I 1 1 1 1 I I 1 I 1 1 I 1 I 1 1 1 1 1 1 1 I I 1 1 1 1--------------------------------------------------------------------------------------------------------: ' xOCV TYPES: 1=Com,2=MI1,3=Apt,4=Con,S=SFR 11+ 0/AC,6=8-100/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED x XO=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 COEFFICICNTX 1---------------------------------------------------------------------------------------------------------+-� II ' „ II , I „ „ II II „ I I , ----------------------------------------[SAN BERNARDINO I I COUNTY] ----------------------------------------- -------------------------------------STUDY STUDYNAME: ; CALCULATED BY: G A113 „ CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER !L 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 NUMB[R;SUOAR[A; SUM ;TYPE;TYPE;MIN.; MIN.;in/h; ;(Avg); SUM ;(ft);ft/ft;FPS.; AND NOTES .------------'------- '------ '----'----'---'-----'----'----'----- --------, '------ '---'----- ' ---- '--------------- ------- ------'-------'------'----' ------------- ------- ---'---'-----'----' ------------------ ---' '------'----'-----'----'--------------- CONFLUENCE CONFLUENCE PEAK FLOW RATE(CFS) = 298.7 ANALYSIS TIME OF CONCENTRATION(MIN.) = 17.0 ; LARGEST FOR POIN11 i AVERAGED Fa(IN/HR) = .54 i CONFLU[NCE 11.10; EFFECTIVE AREA(ACRES) = 169.32 TOTAL AREA(ACRES) = 199.20 ; A= 290.7 ' „ I 0 Tc F■ Ae ' 206.06 14.37 .54 136.10 I I I 290.56 17.63 .54 160.27 „ I „ 298.69 17.76 .54 169.32 „ I 298.69 10.23 .54 173.00 1 , � 290.68 18.24 .54 173.07 II I 297.90 10.63 .54 175.79 ' II 297.30 10.07 .54 177.33 I I� 1 , I 297.06 18.92 .54 177.50 ' I I � 207.16 20.93 .54 106.81 ' 206.15 21.12 .54 187.49 , I I ' I 271.43 23.38 .54 193.79 I I ' II 267.04 23.92 .54 195.04 I , 262.11 24.60 .54 195.93 219.66 30.65 .53 199.20 „ I 200.46 12.95 .54 123.59 I � ------------- '------- -------------'-------'- '------ '----'---'----'-----'----' - ----'----'----' '__---'----'----'-----'----- , , ---'----'------'----' '--'--------------- -' 800,, I , , , , , .0124,16.9, XOav-_ 298.1cfs, , , , , , , i i i i i i i i in=.0130 On= 3.7: •8i i i i i i i i i 69.0' -PIPE , II------------- '------- '------ '----'----'----'-----'----'----'-----'------ '----'-----'----'---------------I , ' 11.30: II i 169.3: i i ----i 18.5:2.241 i i 298.7i ---- i -----i---- :FOR CONFLUENCE I'-------------'-------'------'----'----'----'-----'----'----' I I ----'------'----'-----'----'--------------- , I 9001,.0052; .. ;INITIAL SUBAREA; ; ' 11.15; 4.3; 4.3, A ; 8 ;----; 10.5;2.24; .50; .582, 6.4;----;-----;----;--------------- _�______-� ' _ '-----'----'----' '-----' '----'-----'------' S , , , = , I , 00,.0210, 4.3, XAav- 11.1cfs, , ------------ 36.ft-STREET; � � ,----, i i i i i i , i i i i i :DEPTH= .41 ft. FLOU TO PT.1; ; ; ; 1.9; ; ; i i ; :FLOODW1DTH= 1.0 11.30; 1.1; 12.0; A ; 8 ;----; 20.4;2.11; .58; .502; 16.5; ---- ;-----i----;---------------� I--------------------------------------------------------------------------------------------------------1 XOEV. TYPES: 1=Coa,2=MH,3=Apt,4=Con,5=SFR lit D/AC,6=8-100/AC,7=5-7O/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 COEFFICIENTX I-1--------------------------------------------------------------------------------------------------------1-1 -------------------------------------------------------------------------------------------+-+ ----------------------------------------[SAN DERNAROINO COUNTY]-----------------------------------------� STUDY NAME: ; CALCULATED BY: 1-1-113 CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER /30F ZO --------[(c) 1903-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------i :CONCENTRATION; AREA (ACRES) :SOIL,DEV.: Tt : Tc : I , Fie 1' Fe , A :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) = 315.0 i ANALYSIS TIME OF CONCENTRATION(MIN.) = 19.0 ; LARGEST FOR POINTI AVERAGED Fm(IN/HR) _ .54 ; CONFLUENCE ; 11.30: EFFECTIVE AREA(ACRES) = 184.19 TOTAL AREA(ACRES) = 211.20 ; 0= 315.0 ; fl Tc Ft Ae 295.73 13.75 .55 131.60 - i ' 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 .54 104.19 i ' 315.02 19.03 .54 104.26 ' 314.30 19.42 .54 181.21 313.74 19.66 .54 100.90 313.51 19.71 .54 189.18 302.06 21.73 .54 190.81 301.74 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 -------------,---- '------------ --------------- '------'----'----'----'-----'----'----'----'------'----'-----'----'---------------1' ---, 11.30; MAIN -STREAM COPIED ONTO MEMORY BANK 1 2 '-------'------'----' ---'---'-----'----'----'-----'------'----'-----'----'---------------1' '-------'------'----'----'----'-----'----'----'-----'------'----'-----'----'---------------1' 340;.0156; .. ;INITIAL SUBAREA; ' 10.05; 2.0: A fl'•• 9.713.291 .582, 6.0:---- ---------------- i ' ------ 940:.0109: 3.4; x0av= 13.Scfs: -------------'------------- 36.ft-STREET1' i i i i i i i i i i :DEPTII= .49 ft. i 1' 1' FLOW TO PT -1, i i i i 4.0: i i i i i i i 1'FLOODW10T11=11.4; 1' 10.10: 7.31' 10.1: A : 8 14.5;2.60: .50:.502, 10.3,---------:-------------------1' -------------------------------------------------------------------------------------------------------, : xDEV. TYPES: I=Coa,2=M11,3=Apt,4=Con,S=SFR 11+ 0/AC,6=8-100/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED x : ><0=3 4D/AC,9=2D/AC,lO=ID/AC,11=0.4p/AC,l2=Sch,l3=PK,14=Ag,15=PC,16=AC,11=DC RUNOFF COEFfICIENTx : -----------------------------------------------------------------------------1-i i-t--------------------------------------------------------------------------------------------------------i-� --------------------------------------: --[SAN DERNARDlNO COUNTYj----------------------------------------- STUDY NAME: : CALCULATED BY: C. CHECKED BY: 25.0-YCAR STORM RATIONAL ME11100 STUDY ; PAGE NUMBER 14 OF 'L n ; ''-----------------------------((c) 1983-1909 ADVANCED ENGINEERING SOFTWAREj--------------------------- ;CONCENTRATION: AREA (ACRES) :SOIL:DEV.: Tt : TC : I : Fm : Fa ' 0 :PATII:SLOPE: V : IIYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:fn/h: :(Avg): SUM :(ft):ft/ft:FPS.: AND NOTES ; �_----'-------'------'----'----'----'-----'----'----'-----'------'----'-----'----'---------------' i-------------'- '------'----'----' '-----'----'----'-----'------50:.0860:17.0: XOav= 10.3cfs: *.0130 Dn= .7: i i i i i i •0: i i i i i i i i 30.0'-PIPE ; 10.11: 1.9: 10.0; A ; 0 ;----; 14.5;2.59; .50: .502, 32.5:---- ;-----;----;--------------- : -----'-------'------'----'----'----'-----'----'----'-----'------'----'-----'----'--------------' --------10.11: 18.0: 14.5,2.54, 32.5',---- ----;FOR CONFLUENCE -------------'-------'------'----'----'----'-----'----'----'----'------'----' ----'-'---------------' �- �- ,--- i : i i i •• : i : i : :1000:.0128: ..:INITIAL SUBAREA: ' 20.30: 6.9: 6.9: A : 0 15.6:2.48: .5B: .502: I1.0:---- :-----:----:---------------� '-------'------'----'--- ' '-----'----'----'-----'-- i i - i �_____________� � , , _, , , , , , ----, 500,.0060, 2.9, XOav- 12.Ocfs, 40.ft-STREET: : : : : : : : : : : : :DEPTH= .64 ft. : FLOW TO PT-1: i : : : 2.0: : : : : : : : :FLOODWID111=10.1: ' 20.40: .3: 7.2: A : B :----: 18.4:2.25: .58: .582: 11.8:----:-----:---:---------------: ' 20.50: 4.4: 11.6: A : 1 :----: 18.4:2.25: .10: .398: 19.3:---- :-----:----:---------------i 20.50: 0.6: 20.2: A : 4 :----: 18.4:2.25: .34: .373: 34.1:---- :-----:----:---------------: _ �_ �_ '-----'----'----'---'------' -------___--,------, -----, ---, ---, , , , , -- , , 900,.0020, 4.9, XOav= 31.ICfs: :n=.0130 Dn= 2.4: 42.0'-PIPE : ---------------' ------------- '-------'------'----'----'----'-----'----'----'-----'------'----'-----'----' CONFLUENCE : PEAK FLOW RATE(CFS) = 63.0 ANALYSIS : TIME OF CONCENTRATION(MIN.) = 14.5 : LARGEST FOR POINT$ : AVERAGED Fa(IN/HR) = .49 : CONFLUENCE 10.11: EFFECTIVE AREA(ACRES) = 31.68 TOTAL AREA(ACRES) = 30.20 : 0= 63.0 ' 0 Tc Fe Ae 63.04 14.55 .49 31.68 57.86 21.48 .41 38.20 ------------- '-------'-----'----'---'----'-----'----'----'-----'------'----'-----'----'---------------' :-------------:-------:------:----:----: :-----:_---:----:-----:------: 400:.0020: 5.0: XOav= 63.Ocfs: ,n=.0130 Dn= 4.0, 1.3: : : : : : : : : 48.0'-PIPE 10.30: 12.0: 43.1: A : 0 :----: 15.9:2.46: .50: .517:76.3:---- :-----;----:--------------- ------------- '-------'------'----'----' '-----'----'----'-----'------' 500:.0018: 5.7: XOav= 76.3cfs: :n=•0130 Dn= 3.6: 1.5: : : : : : : : : 54.0'-PIPE -------------------------------------------------------------------------------------------------------: ;DEV. TYPES: 1=Coe,2=M11,3=Apt,4=Con,5=SFR Ilt 0/AC,6=0-IOD/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED X X0=3-4D/AC,9=2D/AC,10=ID/AC,11=0.40/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENTX I-1-------------------------------------------------------------------------------------------------------- t -t --------------------------------------------------------------4-4 ----------------------------------------(SAN BERNARDINO COUNTY]---------------------------------------- STUDY NAME: ; CALCULATED BY: L /a CHECKED BY: ' 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER 1,!5 -OF Zn --------------[(c) 1903-1909 ADVANCED ENGINEERING SOFTWARE] ------------------------------: :CONCENTRATION: AREA (ACRES) :SOILIDEV.: Tt : TC : 1 : FA : FII : 0 :PATH:SLOPE: V i HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:M[N.: MIN.:in/h: :(Avg): SUM :(ft):ft/ft:FPS.: AND NOTES ------------- '------- '------ '---- '----'---- '-----'---- ' ---- '----- '------ '---- ' ----- ' --'--------------, , 11.30: 6.51 50.2: A : 8 1----: 17.3:2.331 581 525: Bl.b:---- :-----:----:--------------- I „ ' ----'----'----'----'-----'----'----'-----'------'----'-----'---'---------------, , 11.30, MEMORY DANK 1 2 CONFLUENCED WITH MAIN -STREAM „ ' 0 Tc Fn Ae + ' 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 .54 245.07 : 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 ' 200.22 31.50 .53 267.90 ---'-------'------'---'----'----'-----'----'----'-----'------'----'-----'-^--'---------------, , ---------- -------------:- :------:----:----: :-----:----:----:-----:------:1300:.0081:15.2: x0av= 394.4cfs: : 'n=.0130 On= 4.7: : ' 1.41 ' 12.30: 9.6: 239.9: A : B :----: 19.0:2.15:.58: .542: 394.4:----: ----- :----:---------- ------------- -----� 12.30: MAIN -STREAM COPIED ONTO MEMORY DANK 1 3 , '------- '------ '----'----'----'-----'----'----'-----'------ '----'-____'----'--------------- ------------- ------- -----------------'-------'----'----'----'----'----'----'-----'------'--'-----'----'--------------: : 550:.0082: ..:INITIAL SUBAREA: : ' 12.25: 1.9: 1.9: A : 1 :----: 9.9:3.26: .10: .0971 5.4: ---- :-----:----:---------------� „ „ --, , : xOEV. TYPES: 1=Co11,2=MII,3=Apt,4=Con,5=SFR 111 D/AC,6=8-IOD/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED x : : XO=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 COEFFICIENIX 1 1-1--------------------------------------------------------------------------------------------------------1-1 -----------------------------------------------------------------------------------+-+ I 1 I I I I 1 1 1 1 I I I I I 1 I --------------------------(SAN BERNARDINO COUNTY]--------------------------------------- -- STUDY NAME: ; CALCULATED BY: 6A 6 I CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER 1 (P Of Z v ' '-----------------------------[(c) 1983-1909 ADVANCED ENGINEERING SOFTWARE]------------------------------� ;CONCENTRATION; AREA (ACRES) :SOIL:DEV.: Tt : Tc : I : FSI : Fm : O :PATII:SLOPE: V : HYDRAULICS ; PAINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h: :(Avg)', SUM :(ft):ft/ft:FPS.: AND NOTES 1 I----'-------'------'----'----'----'-----'----'----'-----'------'----'-----'----'---------------I I 1------1 I I I 1 I I 1 I 1 1 I 1 1 I---------- '- '------'----'----' '-----'----'----'-----'------' 600:.0125: 6.3; x0av= 5.4cfs: I I ---, I I 1 I I I I 1 I I :n=.0130 Or .7: i i i i i i 1.6: i i i i i i i i 18.0' -PIPE I 1 '-------'------ '-"--'----'---'-----'----'----'-----'------'----'-----' '---------------1 I , 1-^ ----------, 1 I 1 I- I 1 ( I 1 I I I----, ' 12.45: 1.9: : i----: 11.5:2.98: i i 5.4: ---- i -----i---- :FOR CONFLUENCE : 1 1 1 I-------------'-------'------'----'----'----'-----'----'----'----'------'----'-----'----'------------I I 1 1 1 I 1 1 1 1 1 1 1 I 1 , , I--- I I 920;.0054; ..:INITIAL SUBAREA: I 1 12.45: 7.9: 7.9: A 13.2:2.14: .10:.097: 10.0:---------i----i---------------� II '------- ' '----'----'----'-----'----'--'-----'------'----'-----'----'---------------I 1 1 1--------------1 I 1 1 1 1 I 1-- I I I I I I 1 1 12.45: ; 7.9; ; ;----; 13.2:2.74: ; ; 10.8; ---- ;-----;---- :FOR CONFLUENCE I I ----' ------- '------ '----'___-'----'-----'_---'----'-----'------ '----'----_'----'---------------1 I I 1 I 1 1 I 1 I 1 I I 1 I 1 I 1 1 I I 1 1 1 I I I I 1 1 1 I I 1 1 1 1 1 I 1 1 1 I I I I 1 I I 1 I 1 1 1 950;.0099; ..:INITIAL SUBAREA: ; , , , I I I 1 •• , 1 , I , 1 I 1 12.45; 5.2; 5.2, A ; 3 ;----; 12.7;2.02; .19: .194: 12.3:---- --------------- ------------- -------- I ,----'-------'------'----'----'----'-----'----'----'-----'------'----'-----'----'---------------I 1 --------- I I , I 1 1 I I 1 I I I I I I I CONFLUENCE ; PEAK FLOW RATE(CFS) = 35.9 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= 35.9 ' 0 Tc Fe Ae 1 1 � I I I 35.12 11.52 .13 13.51 ' 35.71 13.22 .13 15.00 I I 1 ' 35.07 12.66 .13 14.67 � I I I ------------- 1 '------- '------ '----'----'----'-----'----'----'-----'------'----'"----'----'--------------- - ---------1 , I 1 1 1 I I -'-------'------'----'----' '-----'----'----'-----'------' 400:.0071: 7.3: x0av= 35.9cfs: 1 : :n=.0130 On= 2.5: : 30.0'-PIPL 1 - I I 1 12.00, 4.5, 19.2, A 1 , , 13.0,2.60, 10, 123, 41.1, , I -1 --- I ---'-------'- ----'--- '----' I----- ------I 510:.0027: 5.3: x0av= 44.lcfs: 1 1 ----^- -I , I 1 , 1 1 :n=•0130 Dn= 3.3: 39.0' -PIPE I I 1 1 1 I 1----' I I I '----'-----'----'---------------1 1 12.20, 9.0, 27.0, A , I , , 14.2,2.51, .10, .114, 61.0, , , I 1 I 1 1 1 1--------------------------------------------------------------------------------------------------------I : xOEV. TYPES: 1=Com,2=M11,3=Apt,4=Con,5=SFR 11+ O/AC,6=0-I0D/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED x : : xB=3-4D/AC,9=2D/AC,10=ID/AC,11=0.40/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENTX : 1-1-------------------------------------------------------------------------------------------------------- F -F ---------------------------------------------------------------------------------------------------------�-i ----------------------------------------(SAN BERNARDINO COUNTY) -----------------------------------------, STUDY NAME: i CALCULATED BY: 1,/l /3 CHECKED BY: 25.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER/ 7 OF o -----------------------------f(c) 1903-1909 ADVANCED ENGINEERING SOFTWARE) ------------------------------, ; ;CONCENTRATION; AREA (ACRES) ,SOIL,DEV., Tt , Tc , I , Fm , Fm , 0 ;PATII;SLOPE; V , HYDRAULICS POINT NUMIIER,SUBAREA, SUM ,TYPE,TYPE,MIN., MIN.,in/h, ;(Avg); SUM ,(ft),ft/ft,FPS., AND NOTES ------------- '------- '------ '----'----' ---' ----'---'----'-----'------ ' ---'----- ' ---- '--------------- ------------- ;------- ;------ ;----;----; ;-----;----;----;-----;------, 175;.0023; 5.5; XOav= 61.Ocfs, ,n=.0130 Dn= 3.8, , i i i i i -5i i i i i i i i i 45.0' -PIPE -------------'-------'------'----'----'----'-----' ---' ---'----'------' ---'----'----� i --------------- 12.30, MEMORY BANK 1 3 CONFLUENCED WITH MAIN -STREAM 0 Tc Fe Ac 431.41 14.78 .49 203.14 437.39 15.09 .49 217.92 439.95 16.47 .49 225.50 433.72 15.19 .49 208.50 440.37 16.60 .49 227.07 447.25 18.77 .49 256.19 447.68 19.84 .50 268.40 447.30 19.97 .50 269.66 445.07 20.44 .50 274.06 445.04 20.45 .50 274.14 443.84 20.05 .50 277.47 442.52 21.09 .50 279.39 442.13 21.14 .50 279.71 436.72 21.94 .50 203.97 425.68 23.16 .50 291.27 424.00 23.35 .50 292.12 402.64 25.63 .50 300.58 402.61 25.63 .50 300.59 396.02 26.10 .49 301.04 309.12 26.07 .49 302.73 326.71 33.02 .49 306.00 -------------' '------ '----� ----'------' --' '----� -------------,-------,------,----,----, ,---------,----,-----,------, 520,.0064,14.8, XOav= 441.7cf&I in=.0130 Dn= 5.1, , -6i i i i i i i i i 94.0' -PIPE i ' 12.60, 12.4, 200.01' A , 1 ,----, 20.412.11, .10, .479, 447.7, ---- ;-----;----,--------------- ------------- ,-------,------ -- , 2651.0094,16.9, XOav= 447.7cfs, in=.0130 Dn= 4.6, , i i i i i •3i i i i i i i i i 84.0'-PIPE --------------------------------------------------------------------------------------------------------' XDEV. TYPES: 1=Coa,2=M11,3=Apt,4=Con,5=SFR 11+ O/AC,6=0-IOD/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 , 1-1---------------------------------------------------------------------------------------- ---------------- - 1-f-------------------------------------------------------------------------------------------------------- 4-i ----------------------------------------[SAN BERNARDINO COUNTY] -----------------------------------------: STUDY NAME: ; CALCULATED BY: G/4 �5 ; CHECKED BY: 25.0 -YEAR SIORM RATIONAL METIIOD STUDY ; PAGE NUMBER 1$ OF Z 0 ' '-----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------ ------ ;CONCENTRATION; AREA (ACRES) :SOIL:DEV.: Tt : Tc : I : FM ! Fm : 0 !PATII:SLOPE: V ! HYDRAULICS POINT NUMnE.R,SUBAREA, SUM :TYPE:TYPE:MIN.: MIN.;In/h, ;(Avg); SUM :(ft):ft/ft,FPS.: AND NOTES ----------'-------'------ '----'..---'----'-----'----'----'-----'------ '----'-----'----, , --------------- ----� '----'-----'--- '---------------, , 12.)0, 11.0 291.8, A I , 20.7,2.10, .10, .4b4, 441.1, , -� - -� :------------- ------ ------ ------:1000,.0100,16.2! XOdV= 447.7CfS: , ,n=.0130 On= 2.3, 1.0: i i i ! i ! ! i0= 12.0 Z= .0 '------- '------' ---'---'----'-----'----'---'-----'------'----'---'----' --------------- ' 13.00; 291.8; ; ---; 21.7;2.04; ; ; 447.7; ---- ,-----:----;FOR CONFLUENCE ------------- '-------'------'---- '----'----'-----'----'----'-----'------ '----'-----'----'---------------' : 900;.0145; .. ;INITIAL SUBAREA: ' 13.10: 5.8: 5.0, A 1 :----i 11.1:3.04: .10: .097: 15.4: ---- :----- i ----i --------------- i i '-------'------'----'----' '-----'----'----'-----'------' �_____________� � � � � � , , , , , 650,.0031, 3.9, XOaV= 15.4CfS, , :n=.0130 Dn= .6: : i i i i i i 2.7! i i i ! ! i i :B= 6.0 Z= 1.5 :, ' 13.20, 14.3, 20.1, A 2 ,----: 13.9:2.66! .24: .201: 44.5: ---- i-----i----:---------------i :-------------,-------:------:----:----i :-----:----:----:-----:------! 170!.0018: 4.6: XOav= 44.5cfs :n=.0130 Dn= 1.2, : .6i i ! ! i ! ! i :B= 6.0 Z= 1.5 , �____' , '----'-----'-- '---------------' 13.30, 3.8, 23.9, A , 2 , , 14.5,2.59, .24, .207, 51.3, , , --, i -------------' ------- '------ '----'----' '-----'----'----'-----'------ 665:.0020: 5.0, XOav= 51.3cfs, :n=.0130 On= 1.3: i 2.2: i i ! i ! i i :B= 6.0 Z= 1.5 ' '-1340; 14.4: 30.3! A 2 ;----: 16.1!2.38: .24:.220! 74.5:----,-----:----;--------------- ------- .: '------- '------ '----'----' '-----'----'----'-----'------' 110:.0009' 4.2, Xoav= 74.5CfS: in=.0130 Dn= 2.0: : .4: ! i i i i i i !B- 6.0 Z= 1.5 13.00: 2.1: 40.4: A i 10 :----: 17.2,2.34: .78: .249: 76.2: ---- :-----:----,---------------i --------------------------------------------------------------------------------------------------------, xDEV. TYPES: l=Com,2=M11,3=Apt,4=Con,5=SFR I1f 0/AC,6=8-I0D/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED X : XO=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 ; I-t-------------------------------------------------------------------------------------------------------- 1-1 {-+--------------------------------------------------------------------------------------------------------i-f r r � r r r r r r r r i r i r r r r r ----------------------------------------[SAN BERNARDINO COUNTY]-----------------------------------------� STUDY NAME: CALCULATED BY: CHECKED BY: 25.0 -YEAR STORM RATIONAL MEIIIOD STUDY PAGE NUMBER d 9 OF ZQ -----------------------------[(c) 1903-1909 ADVANCED ENGINEERING SOFTWARE] ------------------------------i ;CONCENTRATION; AREA (ACRES) ;SOIL;DEV.; It ; Tc ; I ; fa ; Fm ; 0 ;PATII;SLOPE; V ; HYDRAULICS ; POINT NUMOER,SUBAREA; SUM ;TYPC;TYPE;MIN.; MIN.;in/h; ;(Avg), SUM ;(ft):ft/ft:FPS.: AND NOTES r -------------'-------'------' r r , r ---' ---'----'-----'----' r- r` r ---'----'------' r r r` i' r ---' ----'----r r i r r i r r r r r-------------'-------'------'----'----' r i r r r r r- ---'-----'--'----'-----' -----' r �'- r � r` ---' --'----' --------------- r- ,--- r � i t CONFLUENCE PEAK FLOW RATE(CFS) = 514.5 ANALYSIS ; TIME OF CONCENTRATION(MIN.) = 20.7 ; LARGEST IOR POINTI AVERAGED FWN/ITR) = .43 ; CONFLUENCE 13.00; EFFECTIVE AREA(ACRES) = 319.99 TOTAL AREA(ACRES) = 369.80 ; 0= 514.5 ; r 0 Tc Fm Ae ' 506.04 . r r 16.68 .42 265.77 509.75 17.09 .42 272.00 ' 511.83 17.78 .42 201.72 r . r 512.77 10.37 .42 289.30 r 512.05 18.49 .42 290.87 514.50 20.65 .43 319.99 512.66 21.72 .44 332.20 512.10 21.05 .44 333.46 509.65 22.33 .44 337.86 509.59 22.34 .44 337.94 506.02 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 20.13 .44 365.64 442.54 20.83 .44 366.53 373.20 35.07 .44 369.80 510.30 17.18 .42 273.57 ------------- r r r r` r r` r` i r r^ ---r- --------------- -------------- -------------;-------;------;----;----; ------------- ;-----;----;----;-----;------; 100;.0020; 9.4; XOav= 514.5cfs in=.0130 On= 4.4 i i i i i i i i i i i i i i ID= 6.0 Z= 1.5 r r i r r r r .2i r i r i r r r r r r r i i i r r r r r r r r r r r i t r r i i r r r i r r r r r r r r i r r r i'---------------------------------- XDEV. TYPES: 1=Com,2=M11,3=Apt,4=Con,5=SFR ll+ O/AC,6=0-100/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=DC RUNOFF COEFFICIENTX f-{-------------------------------------------------------------------------------------------------------- +-F 1-t--------------------------------------------------------------------------------------------------------1-f i '--------------------COUNTY] --------------------[SAN OERNAROINO ----------- ----------------------------- STUDY NAME: ; CALCULATED BY: L N CHECKED BY: ; 25.0-YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 00OF zc7 ---[(c) 1903-1989 ADVANCED ENGINEERING SOFTWARE)------------------------------ :CONCENTRATION: ------------- --------------:CONCENTRATION; AREA (ACRES) :SOIL;DEV.: Tt : 1c : 1 ; Fe : Fm ( 0 :PATII;SLOPE, V : HYDRAULICS ; POINT NUMIIEIz;SUOAREA: SUM :TYPE:TYPE;MIN.: MIN.:in/h; :(Avg): SUM :(ft):ft/ft:FPS.: AND NOTES ; ------------- '------- '------ '----'----'---'-----'----'----'-----'------ '----'-----' '---------------' ------------- "'----'----'----'-----'----'----'-----''----'-----'----'---------------� ------------------- � ' 14.00" : 320.0: i :----: 20.0: i i i 514.5;---- ;-----;---- :STREAM SUMMARY ------------- '------- '------ '----'----'----'-----'----'---'-----'------'---'-----'----'---------------' EFFECTIVE AREA(ACRES)= 319.99 TOTAL AREA(ACRES)= 369.80 PEAK FLOW RATE(CFS)= 514.50 TIME OF CONCENIRATION(MIN.)= 20.83 AVERAGED FA IN/IIR)= .43 ------------- '------- '------ '----'----'----'-----'---'----'-----'------'---'-----'----'---------------' ' PEAK FLOW RATE TABLE ' 0 Tc Fa Ae 506.04 16.06 .42 265.77 : ' 509.75 17.26 .42 272.08 : 511.83 17.96 .42 201.72 ' 512.77 10.55 .42 289.30 512.05 10.67 .42 290.87 514.50 20.03 .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 .44 369.00 510.30 17.36 .42 273.57 ------------ '--------------------------------------------------------------------------------------------------------' XDEV. TYPES: I=Coe,2=M11,3=Apt,4=Con,5=SFR llt O/AC,6=0-IOD/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED X RUNOFF COEFFICIENTX : X0=3-4D/AC,9=2D/AC,10=ID/AC,11=0.4D/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=DC t-t--------------------------------------------------------------------------------------------------------t-i 1-+---------------------------------------------------------------------------------------------------------+-+ I I 1 1 I I 1 I I I 1 I I I 1 I I I 1 ----------------------------------------[SAN BERNARDINO COUNTY]-------- STUDY NAME: CALCULATED BY: & 14 6 CHECKED BY: 100.0-YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER / OF Z 0 1 I ---------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------- :CONCENTRATION: AREA (ACRES) :SOIL:DEV.: Tt : Tc : 1 : FM : F! : A :PATH:SLOPE: V : HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:M[N.: MIN.:in/h: :(Avg); SUM :(ft):ft/ft:FPS.: AND NOTES I I ----'-------'------ '---- '---- '---- '-----' ---'----'-----' -----' ---' '----'--------------- ------------- 1 I I I--------- I I I 1 I I I I I I 1 I I _______---�----I 1 I---- '-------'-----_'-__-'--_'---_' ---' ---'---I-----' ----' ---'------ --------------- :10001'.0136: ----'--^ ' 1 I _'--------------------- I 1 1 I 1 1 I 1 I I I ( I 1 I I 1 I 1 1 1 I 1 I I 1 I 1 1 1 I I I t I I 1 I 1 I I I I 1 I I I 1 I I I I I •• i i i i i :1000:.0136: ..:INITIAL SUBAREA: : 1.10: 4.2: 4.2: A : 1----: 11.4;3.80: .10: .097: 14.0:---- :----- :----:--------------- : :------------- :------- :------ ------:2620:.0085: 3.5: XOav= 24.Ocfs: 4.Oft-GUTTER: : XFALL= .02000: FLOW TO PT.O: :13.6: i i i i i i i :n=.0150 On= .5: 1.20: 9.6: 13.8: A : 1 :----: 25.0:2.37: .10:.097: 28.2:---- :-----:----:--------------- : : ------------- :------- :------ :----:----: :-----:----:----:-----:------: 350:.0020: 4.7: XAav= 28.2cfs: :n=.0130 Dn= 2.8: : 1.2: : : : : : i : : 33.0'-PIPE I 1-------------'-------'------'----'----I----' ----'---'----'-_-_-'------'--�------------ ----'--_--'----I I I I I 1 I I I I 1 1 I 1 I 1 1 I II I 2.30: : 13.8: : :----: 26.2:2.30: : : 28.2:---- :-----:---- :FOR CONFLUENCE 1 1---'-------'------'----'----'----'-----'----'-----------------'----'-----'----I 1 1 I I ------ I I I I I I 1 I 1 I 1 I I I ---- I I I I 1 I 1 I I I I I 1 1 I 1 I I I I I I I I I I I I 1 I I I I I 1 I I I 900:.0133: ..:INITIAL SUBAREA: 2.10: 10.0: 10.0: A : 7 :----: 14.0:3.35: .49: .485: 25.8:---- :----- :----:--------------- : : I I-------------'-------'------'--- ' ---' '-----I_ I_ I I 1 I 1---I-----1------: 890:.0147: 5.0: >EAav= 37.2cfs: : 36.ft-STREET::DEPTH= .63 ft.: : : FLOW TO PT.O: : i i : 3.3i :iFLOODWIDTH=18.0: : ' 2.20: 10.2: 20.2: A : 7 :----: 17.3:2.95: .49:.485: 44.8:---- :-----:----;--------------- i I 1 :------------- :------- :------ :----:----: :-----:----:----:-----:------: 850:.0132:11.3: x0av= 44.8cfs: : :n=.0130 On= 2.3: 21.0'-PIPE :: I1-------------'-------'------'----' ---' ---'----'----'----'-----'------'----'-----I----'---------------- I I I I 1 I 1 I 1 I 1 1 1 1 I I I I I 2.30: : 20.2: : :----: 18.62.83: 44.8:---- --:----:FOR CONFLUENCE I I ------------- ' ''''''' '---------------------------- 050:.0132: I I IlI lII III ------ 'III ------II i1I IIi .• IIi IiI iI1 IIi IiI -----'IiII III III 1II --------------- 850:.0132:.:INITIAL III I1I SUBAREA: 2.30: 9.9: 9.9: A : 7 :----: 13.7:3.39: .49: .485: 25.9:---- :-----i----:--------------- i : 1 I I I I 1 1 1 I 1 1 I I I I I I I I I I 1 1 1 I 1 I I I 1 I 1 I I I I 1 1 I 1 I 1 I 1 I I I I I 1 I 1 1 I 1 I 1 I I I I 1 I I 1 I I I I 1 I t 1 I I I I I I 1 I I I I I I I 1 I I I I 1 I I I I 1 I I I I 1 I I I I I 1 I 1 I I I I 1 I I I I I I I I I I 1 1 I I 1 I 1 I I I I I 1 I 1 I 1 I I I I I I I 1 I I I 1 I I 1 I 1 1 I I I I I i I I I I 1 I I I I I 1 I 1 I________________________________________________________________________________________-_-___-________-1 I I I : XOEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,5=SFR 11+ D/AC,6=8-100/AC,7=5-7O/AC, SOIL TYPE: USER=SPECIFIED x :XB=3-4D/AC,9=2D/AC,l0=1D/AC,11=0.40/AC,12=SCh,13=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENT# : +-+--------------------------------------------------------------------------------------------------------+-+ t-t--------------------------------------------------------------------------------------------------------t-t 1 1 I 1 I 1 I I I 1 I 1 1 I I I 1 I 1 I I I I I I I 1 1 ----------------------------------------(SAN BERNARDINO COUNTY] --------------------- I I -------------------- STUDY NAIVE: ; CALCULATED BY: Gd B CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER Z OF Z v -----------------------------((c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------I :CONCENTRATION: AREA (ACRES) :SOILIDEV.: Tt : Tc ; I I Fm : Fm ; 0 :PATH:SLOPE; V I HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h; ;(Avg); SUM I(ft):ft/ft:FPS.] AND NOTES I1-------------'-------'------'----'----'----'-----' I --------------------------------' ---'------------------------------------------------- 1 I 1 1 1 I 1 I I ----- I I 1 I I ------ 1 1 1 1 II-------------'-------'------'----'----'----'-----' ------------- ---' ---'----'------' ---' ----' ---' -------1 I ,-------- I I CONFLUENCE ; PEAK FLOW RATE(CFS) = 90.5 ANALYSIS ; TIME OF CONCENTRATION(MIN.) = 18.6 ; LARGEST FOR POINT$ AVERAGED Fm(IN/HR) = .39 ; CONFLUENCE 2.30: EFFECTIVE AREA(ACRES) = 39.88 TOTAL AREA(ACRES) = 43.90 ; 0= 90.5 0 Tc Fm Ae 90.45 18.59 .39 39.BB 79.08 26.23 .36 43.90 89.03 13.73 .40 32.05 I I- '------- ------------ I I 1 ------------- ;------- '------ '----'----'----'-----'----'----'-----'------'----' I I 1 I 1 I I I I ;------ ;----;----; ;-----;----;----;-----;------; ----' --' --------------I 1 I I 1 I I I 680;.0025; 1.2; XOav= 90.5cfs In= -0130 On= 4.0 1.6: : : i i : i I : 48.0' -PIPE I I-------------'-------'------'----' I ---' ---' ----' ---' --' ----'------'----'-----'----'---------------1 I I I 1 I I I I I 1 I I t I I I I I 3.30: MAIN -STREAM COPIED ONTO MEMORY BANK $ I I I------------- '------- I I I 1 I------------- '------- ' ---- ' ---- I ----- I ---- ' ---- ------'----'' ---'------ I I I I 1 I 1 I I '------'----'----'----'-----'----'----'-----'------ I I I I I I '----'-----'----I I 1 --------------- 1 1 I I I I '----'-----'----'--------------- I I I 1 I I I I 1 I I I I I I I I 1 1 1 I I I I I I I I I I I I I I I I 1 I •• : : i i : I I I I I 1 I 1 I I I I i 650:.0138: •. :INITIAL SUBAREA; ' 2.50: 5.3; 5.3; A I 7 :----; 12.2;3.64] .49; .485; 15.0: ---- '- ------------, '- '----'--- ' '-----'----'----'-----'------I ------, - , , , , 1 1 I I I , 350,.0020, 1.6, XOav= 15.6cfs, , 40.ft-STREET; ; I : ; ; : I : : : : : :DEPTH= .67 ft. FLOW TO PT.$: I : : i 3.5i i I : : : : :FLOODWIOTH=19.61 I I 3.30; .5I 5.8; A : 7 ;----; 15.1;3.13] .44; .485: 15.0I----:-----;----;---------------: I I------------- '------- 1 I I '------'----'----'----'-----'----'----'-----'------ I I I I 1 l I 1 I I I '----'-----'----'--------------- I I I I 1 1 3.30; MEMORY BANK $ 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 -------I' -------------'II II1I 88.88 28.03 .38 49.70 ------'1 ------'1 --------------- --------I-I II1I 111I 'II -------------'-------'------'----'----'---- ------- ----'I -----'I '--------------- 3.30 MAIN-STREAM COPIED ONTO MEMORY1BANKI$ 21 i t I-------' I I -------------I 1 I--------------------------------------------------------------------------------------------------------I ------ '----'----I 1 1----' --' ----' -----'----' f I 1 I ----I-----1 I 1 I ----'----1 I I 1 I I I---------------1 1 I XDEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,5=SFR 1l+ D/AC,6=8-100/AC,7=5-10/AC, SOIL TYPE: USER=SPECIFIED X X8=3-4D/AC,9=2D/AC,10=ID/AC,11=0.4D/AC,12=SCh,l3=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENT]( +-+--------------------------------------------------------------------------------------------------------+-+ +-+-------------------------------------------------------------------------------------------------------- +-+ 1 1 I I 1 I I I I I I I I I I I I I I I ----------------------------------------[SAN BERNARDINO COUNTY] -----------------------------------------: : STUDY NAME: ; CALCULATED BY: L .44 t5 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.1 Tt : Tc 1 I : Fm ! Fr : 0 :PATH:SLOPE: V : HYDRAULICS POINT NUMBER:SUBAREA! SUM :TYPE1TYPE:MIN.: MIN.:inN :(Avg): SUM !(ft):ft/ft,FPS.: AND NOTES '------------- '------- '------ ' ---' -'-' ---' ----' -' -'----'------'----'----'----'--------------- --------------- ------------- I 1 -------------- I 1 I I 1 1 I I I 1 I 1 1 I- I I '-----'-------'------'----'----'----' ----'---'----' _---' -----'----'-----'----' -------- I -------- I 1 I 1 I 1- I- 1 I- 1 1 1 1 1------ I I 1 1 1 I I I I I I I I I 1 1 I 1 1 I I 1 I I 1 1 I t I I I 1 1 I I I : : : : : i •• : i : : : !10001.0165! ..:INITIAL SUBAREA: : 3.10; 7.6; 7.6; A ; 8 ;----; 14.8;3.24; .58: .582: 18.21----:-----1----! --------------- ! 1 '-- I -------'------ '- ' ---' '-----'----'----'-----'------1 I I ----------- I 1 ,1100I,.0107I.7, , 33(Aav= 26.4cfS,1 , 36.ft-STREET;, :DEPTH= .60 ft.: ! FLOW TO PT.1! 5.1: : i : : : : : :FLOODWIOTH=11.11 : 3.20: 8.6; 16.2; A ; 8 ;----; 19.9;2.71; .58:.582: 31.1: ---- ;-----;----;--------------- ------------- ;-------;------;----;----; ;-----;----;----;-----;------1 401.00501 7.81 XOav= 31.lcfs: :n=.0130 On= 2.3: 1 •0: i i i i i i i i 27.0' -PIPE '--'-------'------'----'----'---'-----'----'----'-----'------'----'-----'----1--------------- 3.50: I I ----------- -------------- 1 1 1 I I I I I 1 I 1 I I 1 I I 3.50; MAIN -STREAM COPIED ONTO MEMORY BANK 1 3 '-------------' ------- '------ '----'----'----'-----'----'----' ----'------'----'----_I 1 I I I I I I I 1 I I I I- I I I I ,--------------- ------------- ------------- 11 '-------'-------'------'----'----'----'----'----'----'-----'------'----' ----' ---I I 1 ------ 1 1 I I 1 I-,-------------- 11 I 1 I I I I I 1 I I I I I I I I I I 1 I I I 1 I I I I 1 1 I I I I I : i : : i •• : : : i !1000:.0152! ..:INITIAL SUBAREA! : ! 4.10! 6.9! 6.9! A ! 8 :----! 15,1!3.21! .58:.582! 16.3: ---- 1 ----- :----:--------------- ! : 1-------------:-------1------:----1----! 1-----1----1----1-----:------: 450!.0064! 2.7: XOav= 18.9cfs: ! ! 36.ft-STREET! ! ! ! ! ! ! ! ! ! ! ! ! !DEPTH= .58 ft.: : ! FLOW TO PT.1: ! ! ! ! 2.7: ! ! ! ! ! !FLOOOWIDTH=16.4! ! 1 4.20! 2.51 9.41 A ; 8 l----! 17.9!2.90! .58! .582! 19.6: ---- l-----1----1 --------------- ; ! '-------------'-------'------ ' -' ---' ---'----'----'----'-----'------'---- '----- '---- ' ------ I I I I 1 I--- I I I I 1 I 1 I 1 I I-----�--- 11 ! 4.20! 9.4, 1----! 17.8!2.90! ! ! 19.6: ---- :-----1---- :FOR CONFLUENCE ! ! I I I------'---'----'----'-----'---'----'-----'----'----'-----'----'---------------I I -------------------- I I I I I I I I I I I 1 I I I I I I I I 1 I I I ( I I 1 I I I I I 1 : : : : : : •• : : : 1 1 110001.0160:.. !INITIAL SUBAREA! ! ' 4.18! 7.6: 7.61 A ! 8 l----! 14.9!3.23! .581 .582! 18.11 ---- 1 ----- 1----1 --------------- ------------- :------- ------ ------1 150:.0147! 4.0! xQav= 19.2cfs: : ! 36.ft-STREET! : : : : : : : : : : : : :DEPTH= .52 ft.: : : FLOW TO PT.11 ! ! ! 1! lFLOODWIDTH=13.3: ! ! 4.20! 1.0! 9.6: A ! 0 :----! 15.6!3.141 .59: .5821 19.8:----:-----:----:---------------! ! I 1 I I I I I I I r I 1 I 1 I I I I 1 I I I 1 1 1 I I I I I I I I I I I 1 1 1 I I 1 I I I I I I I I I I I 1 1 1 I I 1 I I 1 1 1 I I I I I I I I I 1 I I I I 1 1 I I 1 I I I I I 1 I 1 1 1 1 1 I 1 I I I 1 I 1__________________________________ ___I I XOEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,5=SFR ll+ O/AC,6=8-100/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED x M8=3-4D/AC,9=2D/AC,l0=1D/AC,11=0.4D/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=0C RUNOFF COEFFICIENTX ! +-+--------------------------------------------------------------------------------------------------------+-+ +-+--------------------------------------------------------------------------------------------------------+-+ I I 1 I 1 1 I I 1 I 1 I I I I I I I I I I I 1 I I I I----------------------------------------1 I (SAN BERNARDINO COUNTY]-----------------------------------------, , STUDY NAME: CALCULATED BY: 6ALS CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER ¢ OF Z v -----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------, ;CONCENTRATION; AREA (ACRES) ,SOIL,DEV.: Tt , Tc : I : Fo , Fa ; 0 :PATH,SLOPE, V : HYDRAULICS POINT NUMBER,SUBAREA: SUM :TYPE,TYPE:MIN., MIN.,in/h, :(Avg): SUM :(ft):ft/ft;FPS., AND NOTES 1 I-------------'-------'------'----'----'----'-----'----'----'----'------' ---' ----' ---'--------------- ------------- 1 1 1 1 1 I I 1 I I I 1 I 1 I ,- ,- -------------- 1 1 I-------------'-------'------'----'----'----' ----'----'----' ----' -----'----'-----'----' --------------I 1 I I I CONFLUENCE ; PEAK FLOW RATE(CFS) = 38.8 ANALYSIS TIME OF CONCENTRATION(MIN.) = 15.6 ; LARGEST FOR POINTI ; AVERAGED Fs(IN/HR) = .58 ; CONFLUENCE 4.20; EFFECTIVE AREA(ACRES) = 16.82 TOTAL AREA(ACRES) = 18.00 ; 0= 38.8 0 Tc Fa Ae 37.57 17.81 .58 18.00 38.79 15.58 .58 16.82 I I-------------'-------'------'----'----'----'-----'----'----' ----'-----'----'----'----' I 1 I I 1 I 1 1 I I I 1 I 1 I I I 1---------------1 1 -------------- ;------- ;------ ;----;----; ;-----;----;----;-----;------; 630;.0141112.3; x0av= 38.Bcfs: n=.0130 On= 2.0 .9: i i i i i i i i 24.0' -PIPE ' 3.50: 4.2: 21.0, A , 8 ----i 16.4 3.05, .58, .5821' 46.6: ---- ,----- i----1 --------------- 1 I I I I-------------'-------'------'----'----'----'-----'----'---'-----'------' --- - ---------- -'----'----' -----I 3.50; MEMORY BANK 1 3 CONFLUENCED WITH MAIN -STREAM 0 Tc Fa Ae 76.23 16.43 .58 34.35 75.29 18.69 .58 37.35 73.57 19.98 .58 38.40 I I-------------'-------'------' ---'--'----' ---' ---' ---' ----' -----' ---'-----I I 1 1 I I I I I- I-- , ,-- ,- ,- ,- ,- ,- , 1----,---------------1 I ------------------------------,-------------,----,-----,------; 850;.0108;12.81 x0av= 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; ' ' ' ' ' ' ' ' 83.71: ----1 -I I--------------- -------------I-------I---------------------------- 3.30; ,1I II MEMORY BANK 1 2 CONFLUENCED WITH MAINSTREAM 0 Tc Fa 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 I I ----'-------'------'----'----'----'-----'----'----I 1 I I--------- , I I I I I I 1 I- ,- ,----, ,---,---------------1 : ---- ----- ----- - II--------------------------------------------------------------------------------------------------------I 1 I I I I xOEV. TYPES: l=Coa,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=ID/AC,11=0.4D/AC,12=Sch,13=PK,l4=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENTN +-+--------------------------------------------------------------------------------------------------------+-+ +-+--------------------------------------------------------------------------------------------------------+-+ I I I I 1 1 I I I I 1 I 1 I 1 t 1 I 1 I I I I -------------------------------- [SAN BERNARDINO COUNTY] -----------------------------------------I 1 STUDY NAME: ; CALCULATED BY: 1 I CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER S OF Z 0 -----------------------------((c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------' ' I I :CONCENTRATION: AREA (ACRES) :SOIL:DEV.1 Tt : Tc 1 1 : Fay 1 Fe : 0 :PATHISLOPE: V 1 HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPEIMIN.1 MIN.:in/h: :(Avg): SUM 1(ft)1ft/ft:FPS.: AND NOTES 11-------------'-------' -----'----'----' ---' ----' ---' ---1 I I 1 1 1-------------1-___-__�------ � ___� ___1____�_____�____�---- I----- I -_-__ 1 1 11 1 I I I 1 I I 1 I I 1 1 1 I_______________1 1 : 1 3.301 MEMORY BANK I 1 CLEARED ---1 I I I --------------- -------------I 1 I -' -' ---'----'----' ---1 I 1 I 1 3.30, MEMORY BANK 1 2 CLEARED 1 I-------------'-------'------' ---' ---' --' ----' --`' ---'----'------'----' '----'--------------- ------------- I I -------------- 1 I I 1 I I I 1 1 1 1 I 1 I 1 I I I I -------'-------' '----'----'----'-----' ---'---'-----' -----' ---I I I I I ------ ----- ----- --------------- 1 1 1 I I I I I I 1- I I I I I----, 1 1 3.301 MEMORY BANK 1 3 CLEARED I I-------------'-------'------'----'----'----'-----' 1 I I I 1 1I---------------1 I :-------------1-------:------1----:----1 :- 1----:----:-----1------: 4401.00411 9.51 xOav= 101.4cfS :n=.0130 Dn= 5.0: 60.0' -PIPE 1 '------------- '------- '------ '----'--'----'-----' -' ---' ----'- -----' -'-----'----' ---- I I --- I I 1 1 I 6.80: : 81.11 1 1----1 18.312.85: : 1 181.41 ---- 1-----:---- :FOR CONFLUENCE : I I-------------'-------'------' ---' ---' ---' ----' --'---'-----' -----'---'-----' ---' --------------I I I I I I 1 I 1 1 I I 1 I I 1 I 1 1 I I 1 I I 1 I I I 1 I I I I I I 1 I I 1 I I I I I ! 1 I I I I 1 I I 1 I I •• : : : : : :10001.01171 ..:INITIAL SUBAREA: 1 6.80: 6.4: 6.4: A : 8 1----1 15.913.11: .581 .5821 14.51 ---- :-----1----1--------------- : : 11-------------'-------'------' ---'----' ---' ----' ---' ---'----'------'----'-----'----' I I -------------- I I 1 1 I I 6.8011 : 17.01 1 1----1 15.9:3.11: : 1 198.71 ---- 1-----1----:FOR CONFLUENCE : 1 I I I------- --'----' ---' ----'- ' '-----' ------------- ------ I I I 1 I 1 I 1 I I I I 1 I 1 I I I I 1 1 I I 1 I 1 I I 1 I I 1 1 1 I I •• : : : : : : 5201.0023: ,.:INITIAL SUBAREA: : 6.80: 81 .81 A 1 1 :----1 12.5:3.59: .101 .0911 2.51 ---- 1-----:----1---------- -----: 1 1 I I I I I I 1 1 1 1 I I I I I I t l 1 I I I ( I 1 I I 1 I 1 I I I I I 1 I 1 I 1 1 I I I 1 I 1 1 I 1 I I 1 1 I I I 1 1 1 I 1 ( I I I I I I I 1 1 I I I I 1 I I I 1 I I I I I I 1 1 1 I I I 1 I I 1 I I 1 I I I I I I I 1 I I I I 1 I 1 I I I I 1 I I I I 1 1 1 I I 1 1 I 1 I 1 1 I I 1 I I I 1 I 1 I I 1 I I I I I I I I I I I I 1 I I 1 1 I I I I I I 1 I 1 I 1 I I 1 1 I I I I 1 I I I 1 1 I I 1 I I I I 1 1 I I I 1 1 1 I 1 I I I I I I I I 1 I I I I 1 I I I I 1 I 1 I I I 1 I 1 I I I I I I 1 I 1 1 I I I 1 I I 1 1 I 1 I I 1 I 1 I 1 I I 1 I I I 1 I 1 1 I I I 1 1 I I I 1 I 1 I 1 I I 1 1 I 1 I I 1 I I I 1 1 1 I I I I I 1 I I I I 1 1 I 1 I I 1 I 1 I 1 I 1 1 1 I I I I I I 1 I 1 1 I I I I I I 1 I I 1 I I 1 I I I 1 I 1 I I I I I I 1 I I I 1 I 1 I I I I I I 1 I I I I 1 I I 1 I I 1 1 I I I I I I I I 1 1 1-----------------------------__________-_----..___-____.._____-________________-__--_-_--_________---_----1 1 I I I I : xDEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,5=SFR 11+ O/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 : f-+--------------------------------------------------------------------------------------------------------+-+ +-t--------------------------------------------------------------------------------------------------------t-+ I I I I I 1 I 1 1 I I 1 I 1 I 1 1 : �----------------------------------------[SAN I 1 I I 1 I 1 I BERNARDINO COUNTY] -----------------------------------------STUDY NAME: ; CALCULATED BY: GAG � CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER 6 OF Z O ''-----------------------------f(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-------------'-------'------'----' ---'----'-----' ---'----' --' -----' ---I I I 1 1 ------------------- 1 1------------- '''----'----'----'-----'----'----'-^---''----' 1 I 1 ------- ------ ------ ' ---I I 1 I I I I 1 1 I 1 1 1 I I I 1 1 CONFLUENCE ; PEAK FLOW RATE(CFS) = 202.5 ANALYSIS ; TIME OF CONCENTRATION(MIN.) = 18.3 ; LARGEST FOR POINTt ; AVERAGED Fm(IN/HR) = .50 ; CONFLUENCE 6.80: EFFECTIVE AREA(ACRES) = 88.27 TOTAL AREA(ACRES) = 100.60 ; 0= 202.5 O 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 1 I 1 194.56 21.92 .49 97.07 163.59 28.83 .48 100.60 187.60 12.49 .49 61.95 I I-------------'-------'------'----'----'----' I I I -------------;-------;------ ----'----'----'-----'------ '----'-----'---- '--------------_I 1 1 1 1 I I I I I 1 I I I I 1 1 ----------------- : 230;.0048;10.3; XOav= 202.5cfs: :n=.0130 Dn= 5.0: I I •4: : i : : : : : : 60.0' -PIPE I --- ---------'-------'------'----'----'----'-----'----'----I I I I 6.90: I I I-------'------'----'----'----' ------------- I I I I 1 1 I I 1 I I I I 1 I MAIN -STREAM COPIED ONTO MEMORY BANK 1I I ---- 1 1 ----'----'----'-----'------'----'-----' ---'--------------- I ---------- I 1 II I-------'------'----'----'----'-----'----'-`--' ------------- ------------- I I I I I 1 I I 1 I 1 I 1 --'------'----'-----'----'---------------I I -------------- I I I I 1 I I I - I 1 1 I I I I I ( I I 1 I I I I ( I I I I I 350:.0143: : : i : •• : : : i : : 350:.0143: ..:INITIAL SUBAREA: 6.101 5.5: 5.5: A : 8 :----: 10.0:4.09: .581 .5821 17.4:----: ----- :----:---------- ------------- :-------:------:----:----; ;-----;----:----:-----;------: 800:.0162: 4.2: XOav= 24.7cfs: 36.ft-STREET: : : : : : : : i : : : : :DEPTH= .55 ft. FLOW TO PT.l: : : : : 3.1: : : : : : : : :FLOODWIDTH=14.6: 1 1 I b.20, I I I I I 1____1 I I I I 1___-'____-' '--------------1 I 5.6, 11.1, A , 8 , , 13.1,3.49, .58, .582, 29.0, ,----,- ' ' I 1 I I I I -------------I-------'------' 6.20: 6.20 I I I I I I I I 1 I I I ---' ---' ---' ----' ------' ----- -------------- --------------- : 11.1: : :----: 13.1:3.49: : : 29.0: ---- :-----:---- ::FOR CONFLUENCE I 1 I 1 I I I 1 I I 1 I 1 I I I 1 I I I 1 I 1 I I 1 I I 1 1 1 1 I 1 1 1 I I I 1 I I I I I 1 I I 1 1 1 1 I I 1 I I 1 I 1 1 1 I I I I 1 I--------------------------------------------------------------------------------------------------------1 I 1 : XOEV. TYPES: I 1 I I I I 1 I I I 1 1 1 I I I 1 I 1 1 1 1 I I I 1 I 1 I I 1 1 I 1=Com,2=MH,3=Apt,4=Con,5=SFR II+ D/AC,6=8-10D/AC,7=5-7D/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 COEFFICIENTX : +-+--------------------------------------------------------------------------------------------------------+-+ +-+--------------------------------------------------------------------------------------------------------+-+ I I I I , I , 1 I 1 1 1 1 ----------------------------------------(SAN BERNARDINO COUNTY] -----------------------------------------: STUDY NAME: ; CALCULATED BY: 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 : Fs : FN : O :PATH:SLOPE: V : HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h: ;(Avg); SUM :(ft):ft/ft:FPS.: AND NOTES 1 I-------'------'----'----'----'---------------' ----' -----' ' ----' ' ' ------------- -------------- I I I 1 1 1 I 1 1 1 ,- ,----,- ,----,- , '-----'------- '------'----'----'----'----'----' --' ----' -----'--'-----' ---1 I -------- ,---------------, •• i i i i i :1000:.0118: ., :INITIAL SUBAREA: : 6.20: 6.6: 6.6: A : B :----: 14.6:3.27:.58: .582: 15.9: ---- :----- :----:--------------- ------------- '-------'------'---'----' ---'---'----' ---' ---'------'----'-----'---_1 1 -------------- 1 1 I 1 I I I 1 I I I I I 1 I` 1 : CONFLUENCE : PEAK FLOW RATE(CFS) = 44.5 : ANALYSIS : TIME OF CONCENTRATION(MIN.) = 13.1 : LARGEST : : FOR POINT# : AVERAGED Fm(IN/HR) = .58 : CONFLUENCE : 6.20: EFFECTIVE AREA(ACRES) = 17.02 TOTAL AREA(ACRES) = 17.70 : O= 44.5 : O Tc Fm Ae : 44.49 13.12 .58 17.02 42.77 14.62 .58 17.70 '-------------'------- '------ '----'----'----'-----' --'----'-----'------'----'-----'----I I -------------- I I 1 1 I 1 I I I I I I I 1 I I :-------------: ------- :------ ;----:----: :-----:----:---`:- : ------ 350:.0200:12.5: XOav= 44.5cfs: :n=,0130 Do= 1.7: •5i i i i i : i i i 30.0' -PIPE : : 6.40: 5.2; 22.2: A : 8 :----: 13.6:3.41:.58:.582: 56.6: ---- :-----:----:---------------: -------------:-------:------:----:----: :-----:----:----:-----:------; 350:.0146:14.2: *Oav= 56.6cfs: :n=.0130 On= 2.3: •4i i i i i i i i i 27.0' -PIPE : ------------- I------- I------ _____�___�_____� I "-``----------I : 6.50I : 22.2: i :----i 14.0:3.35: : : 56.6: ---- :-----i---- :FOR CONFLUENCE : 11I ------------- III ------- I11 ______�II •• 11i �IiI 1iII �i11 11iI ------ __-_----__---__ :1000:.0154:.:INITIAL IIII SUBAREA: 1 6.50: 9.9: 9.9: A : 8 :----: 15.0:3.21:.58:.582: 23.4: ---- :-----:----:---------------: I I I I I I 1 I 1 1 I I I 1 1 I -------------------------------------------------------------------------------------------------------- I 1 I 1 I I 1 I I I I I I I I I I I 1 I I I I I 1 I I I I 1 I I I I I I 1 I 1 I I I I I I I I 1 1 I 1 I I I I I I I I I 1 1 I I I I 1 I I I I I I I I 1 I I I 1 I I 1 I 1 1 1 I I 1 I I I I I I I I 1 I I I 1 I I 1 1 I I 1 I I I I I 1 1 I 1 I 1 1 I I t I I I I XOEV. TYPES: l=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 xB=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 : -------------+-+ +-+-------------------------------------------------------------------------------------------------------- +-+ i ----------------------------------------[SAN BERNARDINO COUNTY] -----------------------------------------: STUDY NAME: ; CALCULATED BY: G13B ; CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER q OF Z O -----------------------------((c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------i ;CONCENTRATION; AREA (ACRES) :SOIL:DEV.: It : Tc : I : Fa : FA ; 0 :PATH: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) = 79.6 ANALYSIS TIME OF CONCENTRATION(MIN J = 14.0 ; LARGEST FOR POINTI ; AVERAGED Fm(IN/HR) = .58 ; CONFLUENCE 6.50; EFFECTIVE AREA(ACRES) = 31.44 TOTAL AREA(ACRES) = 32.80 ; 0= 79.6 0 Tc Fm Ae 79.59 14.00 .58 31.44 76.96 15.52 .58 32.80 78.28 15.05 .58 32.59 -------'------'----'----'----'-----'----'---'-----'------'----'-----' ---� ---------------------------- --------- '-------'------'-- '--- ' '-----' '----' ' -----' _ , , ----, , , --, -, ,----, ,-----,- , 850,.0011,11.3, >EOav- 79,bcfs, , :n=.0130 On= 3.0: 1.3: i i i i i i i i 36.0' -PIPE : 6.90: 11.3: 42.11 A : 8 :----i 15.3:3.18:.58:.582: 100.1: ---- :-----:----:--------------- ------------- '-------'------'----'----'----'-----'----'----'-----'------'----'-----' ---' --------------- : 6.90: MEMORY BANK I 1 CONFLUENCED WITH MAINSTREAM 0 Tc Fm 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 .52 141.17 226.06 29.21 .51 144.70 ------------- '------- '------'----'----'----'-----'---'----'-----'------ '---- '----- '---- --------------- ------------- '------- '------ '---- ' ' ---'--'----'----'-----'------ '----'-----'----'---------------' 6.90: MEMORY BANK I1 I CLEARED ------------- '------- '------ '----'---- '---- '----- '---- '----' '---'----' '----' ii ----------------------------------------------------- : XOEV. TYPES: 1=Cos,2=MH,3=Apt,4=Con,5=SFR 11+ 0/AC,6=8-lOD/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED >E : :XB=3-4D/AC,9=2D/AC,10=1D/AC,11=0.40/AC,12=Sch,13=PK,14=Ag,15=PC,l6=AC,17=0C RUNOFF COEFFICIENTX : -+--------------------------------------------------------------------------------------------------------+-+ +-+--------------------------------------------------------------------------------------------------------+-+ I I 1 I 1 1 I I 1 I I I I I I I I I I 1 I 1 I 1 1 I 1 ----------------------------------------(SAN BERNARDINO COUNTY]---------------- ! ------------------------- STUDY NAME: ; CALCULATED BY: L /4 1 1 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY PAGE NUMBER 9 OF Z O ' '-----------------------------Rd 1983-1989 ADVANCED ENGINEERING SOFTWARE] -------- --- ;CONCENTRATION; AREA (ACRES) :SOTL,DEV.: Tt : Tc : 1 : Fd : Fa ; 9 :PA% SLOPE, V : HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN., MIN.:in/h, ;(Avg); SUM :(ft):ft/ft,FPS.: AND NOTES I I --'-------'------'----' ---'----' ----'----'----'--^--' '---' ----1 1 1 1 ----------- ----- --------------- I I I I I 1 I 1- I I I (- ,- ,- ,----1 1 1 : :-----------------:-----:------, 650:.0071:12.6: XQav= 298.Bcfs: :n=.0130 Dn= 5.5, , •9! : ! : : : : ! : 66.0' -PIPE II-------------'-------'------' ---' ---' ---' ----' ---' ---' ----' -----'----'-----'----'--------------- 7.60: 1 I -------------- I I I I 1 I 1 I I I I I 1 1 1 1 I 7.60; MAIN -STREAM COPIED ONTO MEMORY BANK t 1 I I-------------'-------'------'----' ' ---' ----'----' -----------------------------' --------------1 1 I I I I I 1--- I 1 I I 1 1 I I 1-- 1 1 1 II-------------'------- ------ ':II :'II •• :'I1 i'II 'II: ':II 'I!I -----'11,I --------------- 800,.0144, ,INITIAL SUBAREA1II1: III1 , 7.10: 5.7, 5.7, A , 8 ,----, 14.0,3.36: .58, .5821 14.2: ---- ,-----:----,--------------- : i 1 1-------------'-------' -'----'----1------ 1 I 1 1 I I I I I -- ---- 1 300,.0043, 2.51 XOav= 20.OcfSI 36.ft-STREET: : : : : : ! , i : i i : !DEPTH= .63 ft. FLOW TO PT.l: : : ! ! 2.1: ! : ! , : , : lFLOOOWIDTH=18.0: : 7.20! 5.1, 10.8: A , 8 :----, 16.0:3.09:.58:.582: 24.4:----:-----:----:--------------- ------------- -------------- -------------:--------------:----:----, :-----i----:----:-----:------: 800:.0016: 7.8: XQav= 24.4cfS: : :n=.0130 On= 2.0, 1.7, : : i : : : i : 24.0' -PIPE ! : 7.30; 6.4; 17.2; A ; 8 ;----: 17.7:2.91; .58:.582; 36.0:----: ----- ;----:--------------- , 1'-'-----------' ---- ----- ----' -------'------'----'----'----'-----'-^--'----'-----'------'''---------------I I I I I 1 I I 1 I 1 I :I 1 1 I I I I 1 : ! 7.30: : 17.2: : :----: 17.7:2.91: : : 36.0: ---- :-----:---- :FOR CONFLUENCE 11-`-----------' ------ 1'II: ------ -1II! ------ ---- 800,.0118: :INITIAL SUBAREA: I IIII : ' 7.05; 4.8; 4.8; A ; B ,----! 14.5;3.28:.58: .582; 11.7: ---- :-----;----:--------------- : ------------:-------;------;----;----! :-----,----;----;-----:------, 350;.0134; 3.5,XQav= 13.9cfs: : 36.ft-STREET: , : : : ! : : : : : : : :DEPTH= .49 ft.: : FLOW TO PT.1; : : : 1.7: : : : : : : : :FLOODWIOTH=11.4: : ' 7.30, 2.0; 6.8; A ; 8 ;----: 16.2!3.07; .58: .582; 15.2: ---- ;-----:----,---------------: : I I I I I 1 I I I I I I I I I I I I I t I I I 1 I 1 I I 1 I I 1 I I I I I I I I I I 1 I I I 1 I 1 I I I I I I 1 I I 1 I I I I I I I I I I 1 I I 1 I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I 1 I 1 I 1 I I I 1 I I I 1 I I I 1 1 1 I 1 1 I I 1 1 I I I I I 1 1 I I I 1 1 1 I 1 1 1 I 1 I I 1 I I I I I I 1 I 1 I 1 1 1 1 I I I I I 1 1 1 1 I I 1 I I 1 I I I I I 1 I I 1 I 1 I I 1 I 1 I I I I I 1 1 1 I I I I I I I 1 I I I 1 I ( I I I I 1 I 1 I I I1--------------------------------------------------------------------------------------------------------I 1 I 1 I 1 : ;DEV. TYPES: l=Com,2=MH,3=Apt,4=Con,5=SFR 11+ D/AC,6=8-100/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED x NB=3-4D/AC,9=2D/AC,10=1D/AC,11=0.40/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=0C RUNOFF COEFFICIENT( ►-f-------------------------------------------------------------------------------------------------------- +-+ +-+--------------------------------------------------------------------------------------------------------+-+ I • 1 I I 1 I I I I I I I '--------------------------------------------' [SAN BERNARD[NO COUNTY] ------------------------------------- , STUDY NAME: ; CALCULATED BY: 614 B ; CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER <b OF Z O -----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------1 ;CONCENTRATION; AREA (ACRES) 1SOILIDEV.1 Tt 1 Tc 1 I 1 FA 1 Fa 1 A 1PATHISLOPEI V 1 HYDRAULICS 1 POINT NUMBERISUBAREAI SUM 1TYPEITYPEIMIN.1 MIN.1in/h1 1(Avg)1 SUM 1(ft)1ft/ft1FPS.1 AND NOTES 1 '------------- '------- '------ '----' ---'--'-----'---'----'-----'-----'----'-----' ---I 1 --------------- ------------- -------------- I I I I I 1 I 1 I I 1 I I 1 1 '-------------'-------'------'----'----'----'-----'----'----'-----'------' ---' ----'--------------------- CONFLUENCE ---' --------- 1 1 1 1 1 I I 1 I I I I ,- ,- ,------- , 1 CONFLUENCE 1 PEAK FLOW RATE(CFS) = 50.4 1 1 ANALYSIS 1 TIME OF CONCENTRATION(MIN.) = 16.2 1 LARGEST 1 1 FOR POINTI 1 AVERAGED Fm(IN/HR) _ .58 1 CONFLUENCE 1 1 1.301 EFFECTIVE AREA(ACRES) = 22.55 TOTAL AREA(ACRES) = 24.00 1 9= 50.4 1 1 1 9 Tc Fm Ae 1 1 1 1 50.25 17.74 .58 24.00 1 1 1 1 50.41 16.24 .58 22.55 1 I '------------- '------- '------ '----'----'----'-----'----'----'---'------'---' ----) ---I --------------- 1 -------------;-------;------1----;----1 ;-----1----1----1-----;------; 2801.0182116.01 X9av= 50.4cfs1 1 in=.0130 On= 2.01 •31 i i i i i i i i 24.0' -PIPE 1 ' 7.351 1.11 23.61 A 1 8 1----1 16.513.031 .581 .5821 52.21 ---- 1 ----- 1 ---- 1--------------- I 1-------------; -------; ------1----1----; 1-----1----; ----1-----; ------1 5201.0152116.61 XAav= 52.2cfs 1 in=•0130 On= 2.01 24.0' -PIPE 1 1 7.401 8.71 32.31 A 1 8 1----1 11.112.981 .581 .5821 69.71 ---- 1-----1----1--------------- 1 --------- ---; -------1------1----1---- 1-----1----; ----; -----1------1 6601.0145117.51 X9av= 69.7cfs 1 in=.0130 Dn= 2.31 •6i i i i i i i i i 27.0' -PIPE 1 1 1.601 12.01 44.31 A 1 8 1----1 17.712.911 .581 .5B21 93.11 ---- 1-----1----1---------------1 1 1 I I 1 1 1 I I I 1 I 1 I I I I I 1 I 1 1 I 1 1 I 1 1 1 1 I I 1 I I 1 I 1 1 I I 1 1 1 I I I 1 I I I 1 I I I I I 1 ( 1 I I 1 1 1 1 I I I I I I 1 1 1 1 1 I 1 1 1 I I I 1 I I I 1 I I 1 1 I 1 I I I I I 1 I 1 I I I I I I 1 I 1 1 I 1 1 I I 1 I I 1 1 I I I 1 I 1 I I I 1 I I I I I 1 1 I I I I 1 I I 1 I I 1 I 1 I 1 I I I I 1 I 1 I I 1 I 1 I I I I I 1 1 I 1 I 1 1 t 1 I 1 I I I I 1 1 1 I 1 1 I I I 1 I 1 I 1 1 1 1 1 I I I 1 I 1 I 1 I I 1 1 I 1 I 1 1 I I 1 I I 1 1 1 I I I I I I 1 I I I 1 I I I 1 I 1 I I I 1 I I I I I 1 I I I 1 I I I 1 I 1 I 1 I I I I I 1 I I 1 I I t I 1 1 1 I I I 1 I I 1 1 1 1 I 1 I I 1 I 1 1 1 1 I 1 I 1 1 1 I 1 1 I I I I 1 I I I 1 I 1 I I I 1 I 1 I 1 I 1 1 I I 1 I I I I I 1 I 1 I I I 1 I 1 I 1 I 1 1 I 1 I I 1 I I I 1 1 I I 1 I 1 I 1 I 1 I 1 I 1 I I 1 I 1 I I I I 1 I 1 1 I I 1 1 I I 1 1 I 1 1 I I 1 1 I I I 1 1 I I I 1 I I I I I I 1 1 1 I 1 1 1 1 1 1 I 1 1 I I I I I 1 I 1 1 1 --------------------------------------------------------------------------------------------------------' XDEV. TYPES: I=Coo,2=MH,3=Apt,4=Con,5=SFR 11+ O/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 COEFFICIENTX f-+--------------------------------------------------------------------------------------------------------+-+ 1-i-------------------------------------------------------------------------------------------------------- +-+ I I I I ----------------------------------------(SAN BERNARDINO COUNTY] --- ; STUDY NAME: 100.0 -YEAR STORM RATIONAL METHOD STUDY -----------------------------((c) 1983-1989 ADVANCED ENGINEERING S ;CONCENTRATION; AREA (ACRES) :SOIL:DEV.: It : Tc : I : FA : Fm POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h: ;(Avg); ------- '------'-------'------'---'----'----' ----'--'----'-----' I 1 I I I 1 I 1 I I '-------------'------- '------ I_ t I I ----'----' ---' ----' I 1 1.60; MEMORY BANK 1 1 CONFLUENCED WITH MAIN -STREAM 0 Tc Fa Ae 390.97 17.68 .54 169.46 382.93 19.20 .54 176.77 370.37 13.80 .54 132.69 387.84 16.12 .54 156.78 391.06 17.13 .54 165.41 I I 391.16 17.19 .54 165.85 I I 391.24 17.35 .54 167.05 390.98 17.68 .54 169.45 I I 390.94 17.69 .54 169.50 1 I I I 1 I -------------------------------------- CALCULATED BY: G A CHECKED BY: PAGE NUMBER t( OF 7-0 )FTWARE1 ------------------------------ 9 :PATH:SLOPE: V : HYDRAULICS SUM :(ft):ft/ft:FPS.: AND NOTES : ------'----'-----'----'---------------' ------� ----' '---------------' I I I 1 I 1 I 1 1 1 I I I I 1 I I I 1 I I I I I I I I 1 I I I I I I 1 I I I I 380.38 19.56 .54 178.17 i 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 '-------------'-------I I 1 I ---- '-----'----'----'-----' -----'----'-----'----1 1 1 I I I______1____1 ----I 1 1 I I I 1 I I 1________�------I 1 -------------;-------;------;----;----; ;-----;----;----;-----;------: 540:.0094:16.5: XAav= 391.2cfs: :n=.0130 On= 5.5: •5: : : : : i : : 1, 66.0' -PIPE ------------- I------- I------ ______�____I_____1 1 1 I -------------- I I I 1 I I I I 1 I 1 1 I 1 1 1 1 11.10; ; 161.1; ; ;----; 17.9;2.89; ; ; '''' ' ' ' ' 391.2;' ----;'I -----;1 ---- :I FOR CONFLUENCE -------------1-------I------ ------I---- -------------- - 1i II 1 1 I 1 I I I I I I I 1 I 1 I 1 I 1 I I 1 I I I I I I I I I I I 1 1 .• : : : : : : 670:.0146: .. :INITIAL SUBAREA: 11.10: 8.7: 8.7: A : 8----: 13.0:3.51: .58: .582: 22.9:----: ----- :----:---------------i I 1 1 I 1 I I I 1 I I I 1 I I I 1 1 1 1 I 1 I 1 1 1 I 1 I 1 I I I I I 1 1 I 1 1 1 I 1 1 1 I I I I I 1 I 1 1 I 1 1 I I 1 I I I I 1 I 1 1 1 I 1 1 1 I I 1 1 I I I 1 1 I I I I I I 1 I 1 I 1 1 I I I I I I I I I 1 I I 1 I I I 1 I I I I I I I I I I I I I 1 1 1 I I 1 I 1 I I I I I I I I I 1 1 I I I� 1 1 1 I 1 11 I I I 1 I I I I I I 1 1 I I I 1 1 I I I I 1 I 1 ( 1 I I 1 I I I I I I I I I I I I I 1 I I 1 I 1 1 I 1 I I I 1 I 1 1 I I I I I I I I 1 I 1 1 I 1 I 1 I I I 1 I I I I 1 1 I I 1 I 1 1 I I I I I I I I I 1 I I I I I 1 I I I I I 1 I 1 1 I 1 I 1 ________________________________________________________________________________________________________1 1 XOEV. TYPES: 1=Coa,2=MH,3=Apt,4=Con,5=SFR 11+ O/AC,6=8-10D/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED x XB: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 : t-f-------------------------------------------------------------------------------------------------------- +-+ +-+--------------------------------------------------------------------------------------------------------+-+ I I I I 1 I I I I I I I I I I 1 I I I 1 I 1 I 1 I------------------ I 1---------------------- SAN BERNAROlNO COUNTY]-----------------------------------------; STUDY NAME: ; CALCULATED BY: CHECKED BY: 100.0-YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER IZOF Z O ''-----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE]------------------------------' ' 1 I I I ;CONCENTRATION; AREA (ACRES) 1SOILIDEV.1 Tt 1 Tc'; I 1 Fm 1 Fe 1 A 1PATHISLOPEI V 1 HYDRAULICS POINT NUMBERISUBAREAI SUM 1TYPEITYPEIMIN.1 MIN.Iin/hl ;(Avg); SUM 1(ft)lft/ft1FPS.1 AND NOTES I I 1-------'------'----'----'---'-----'----'----'----'------'----'-----' ---1--------------- ------------- I I -------------------------- I I I 1 I I I I I I 1 1 I I I 1 1 I I-------------'-------'----_-'__-_'---'____'-____' ___'-___' ---' ' ---' ___' ---I I I 11 1 I I I I I I I I I 1 1 I 1 I I 1 1 CONFLUENCE PEAK FLOW RATE(CFS) = 409.4 1 1 ANALYSIS ; TIME OF CONCENTRATION(MIN.) = 17.7 ; LARGEST FOR POINTI AVERAGED Fe(IN/HR) _ .54 ; CONFLUENCE 11.10; EFFECTIVE AREA(ACRES) = 174.55 TOTAL AREA(ACRES) = 199.20 ; g= 409.4 0 Tc Fm 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 .54 175.75 408.82 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 1 1 1 377.31 22.47 .54 193.56 1 1 1 374.17 22.84 .54 194.42 364.51 23.86 .54 195.67 301.25 30.68 .53 199.20 382.38 12.95 .54 126.21 I ''''----'----'----'-----'---'----' ----''----'-----'---_1---------------I I 1 1 ----------------------- ----- I I I 1 1 I I I 1 I I I I I 1 1 1--------------------1----------1---- ---------1---- -----------1 8001.0124115.81 Xgav: 409.4cfs ;n=.0130 Dn= 5.9; ; •B; ; ; ; ; ; ; ; ; 69.0'-PIPE I I-------------'-------'------------ --------------- I 1 1 I I I I I 1 I I I 1 I I I I 1 1 I 11.30; ; 174.6; ; ; ----; 18.612.83; ; ; 409.4;----;-----;----:FOR CONFLUENCE { I-------------'-------'------'----'----'----'-----'----'----'-----'------'----'-----'----'---------------, I I I I I I , 1 1 I I I I I I I I 1 I 1 I 1 I I I 1 I I I 1 1 I I I I I I 9801.0052: .. :INITIAL SUBAREA; 11.15; 4.3; 4.3; A ; 8 ;----; 18.512.83; .581 .582; 8.71---- ;-----;----1---------------1 -------------1-------;------;----;----; ;-----;----;----;-----;------1 500;.0210; 4.51 XQav= 15.9cfs1 36.ft-STREET: ;DEPTH= .46 ft. 1 FLOW TO PT.fi 1.91 ; ; ; i ; i i :FL00DWIDTH=10.21 1 11.301 7.7; 12.0; A ; 8 ;----; 20.41'2.67; .581 .582; 22.61---- ;-----;----;---------------1 II--------------------------------------------------------------------------------------------------------1 I 1 xDEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,5=SFR ll+ 0/AC,6=8-100/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED 1 1 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:[ 1 i-+--------------------------------------------------------------------------------------------------------+-+ t-+--------------------------------------------------------------------------------------------------------+-+ -------------------------------- , --------[SAN BERNAROINO COUNTYj-----------------------------------------� STUDY NAME: ; CALCULATED BY: G .41 6 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER/3 OF Z O -----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------1 ;CONCENTRATION; AREA (ACRES) 1SOIL:DEV.1 Tt : Tc 1 I 1 FA : FA : A :PATH:SLOPE# V : HYDRAULICS POINT NUMBERISUBAREA: SUM :TYPE:TYPE N N.1 MIN.1in/h: :(Avg): SUM 1(ft)1ft/ft1FPS.1 AND NOTES -------------'-------'------ '----' ---' ---' ----'---'----'----'------'----' ----� --------------- ------------- '------- '------ '----'----'---'-----'---'----'-----'------ '----'-----'----' CONFLUENCE ; PEAK FLOW RATE(CFS) = 431.5 ANALYSIS TIME OF CONCENTRATION(MIN.) = 18.6 ; LARGEST FOR POINT# ; AVERAGED FM(IN/HR) = .55 ; CONFLUENCE 11.30: EFFECTIVE AREA(ACRES) = 185.48 TOTAL AREA(ACRES) = 211.20 ; B= 431.5 0 Tc Fm Ae 402.80 13.71 .55 136.27 1 412.62 15.14 .55 150.30 428.71 17.52 .55 175.79 1 1 : 431.41 18.52 .55 185.01 431.49 18.58 .55 185.48 431.49 1B.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 1 422.13 20.62 .54 197.47 419.13 20.88 .54 198.87 397.74 23.23 .54 205.56 1 394.35 23.61 .54 206.42 384.02 24.63 .54 207.67 1 317.24 31.47 .53 211.20 423.66 20.39 .54 196.39 -------'------' ---' --' ---' ----'---'----'-----' ---'---'-----'----' ---------------------- ------------- '------- '------ '----'----'----'-----'----'----'-----'------------ '---- '----- '---- 11.30: MAIN -STREAM COPIED ONTO MEMORY BANK # 2 l -------------'-------'------' -'-'----'-----'----'----'-----'------'----'-----'----'---------------- --- ,--- ------------- '-------'------ '----'----'---- '----- '----' ---' ----' '----'----'---- 340:.0156: ..:INITIAL SUBAREA: 10.05: 2.8; 2.8; A ; 8 ;----; 9.7;4.17; .58: .582: 9.01 ---- ;-----;----:---------------: :--------------------------:---------------------:-----------: 940:.01091 3.61 Xoav= 18.OcfSi 36.ft-STREET: I: : : : : : : : : : : :DEPTH= .53 ft. FLOW TO PT.#: : : : : 4.1: : : : : : : : :FLOODWIDTH=13.91 1 10.10: 1.3: 10.1: A 1 8 :----: 14.413.291 .58: .582: 24.71 ---- :-----:----:---------------: --------------------------------------------------------------------------------------------------------' 1 XOEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,5=SFR 11+ O/AC,6=B-l0D/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED X 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* +-+--------------------------------------------------------------------------------------------------------+-+ t-+--------------------------------------------------------------------------------------------------------+-+ I I 1 I I I I I 1 I 1 I I I I I 1 I 1 ----------------------------------------[SAN BERNARDINO COUNTY]----------------------------------------- STUDY ---------------------- -STUDY NAME: ; CALCULATED BY: 6A 0 CHECKED BY: 100.0-YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER lJ OF Z 0 -----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------: :CONCENTRATION! AREA (ACRES) :SOIL:DEV.: Tt ! Tc : 1 : Fo : Fa : A :PATH:SLOPE: V ! HYDRAULICS ! ! POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.: MIN.:in/h: !(Avg)! SUM !(ft):ft/ft:FPS.: AND NOTES ! ! I 1------------- I------- 1------ I____1____�____I_____1____1____1 ____I _..__-1 _� ____I____I--------------- ------------- I I -------------- 1 I I I I I I 1 1 I- 1 I-'- 1' I 1 I I :-------------:-----'-1------:----:'-'-! 1--"-:----:----:-----:------: 50:.0860!18.5! xOav= 24.7cfs: : :n=.0130 On= B: •0: : : : : : : : : 30.0'-PIPE ! : ! : 10.11: 7.9! 18.0! A ! 8 :----! 14.5!3.29: .581 .582! 43.8:---- :-----:----1---------------1 ! I I-------------'-------'------'----'---'----'-----'----'----'-----'------' ---I I I 1 1 1 I I I I 1 I 1 I I I I I' I""- I"-' I--------------- 11 : ! 10.11 : 18.0: ! :----1 14.513.291 1 1 43.8:---- :-----:---- :FOR CONFLUENCE I I------------- '-------' '----'---'----'-----' ---'---'-----' -----' '-----I 1 I I I I I 1 1 1 I 1 I I I I I I I I I I 1 I I 1 I I I 1 I I I 1 I I I I I I : : : : •• : : : : : :1000:.0128: .. !INITIAL SUBAREA: : 20.30: 6.9: 6.9: A : 8 :----: 15.6:3.14: .581 .5B2: 15.91---- l-----:----:---------------: : :-------------I-------;------;----:----: :-----l----:----;-----;------: 500:.0068: 3.11 3(Adv= 16.2cfs: : 40.ft-STREET1 :DEPTH= .68 ft. : FLOW TO PT.Y1 2.1: i i : 1 : : : :FLOODWIDTH=20.0: : 20.40: .3: 7.2: A : 8 1----: 18.3:2.85: .58: .582: 15.9:---- :-----:----l--------------- : ! 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:---- ;-----:----:--------------- ------------- :-------:------:----:----: :-----:----:----:-----l------: 900:.0020: 4.7: XAav= 45.1cfs: :n=.0130 Dn= 3.51 1 3.21 : : : : : : : : 42.0'-PIPE : 1 I I I-------'------'----' ---' ---'----'----'-------------------------------1--------------- CONFLUENCE I I --------------------------- I I I I I I 1- I I I I I I I I I I ! CONFLUENCE : PEAK FLOW RATE(CFS) = 83.7 ANALYSIS : TIME OF CONCENTRATION(MIN.) = 14.5 : LARGEST ! FOR POINTI : AVERAGED Fm(IN/HR) = .49 : CONFLUENCE 10.11: EFFECTIVE AREA(ACRES) = 31.57 TOTAL AREA(ACRES) = 38.20 : A= 83.7 ! A Tc Fe Ae ! 83.66 14.46 .49 31.57 ! 77.61 21.52 .47 38.20 I I-------------'I---'----------'---'----'-----'------ '---- '----- '---_1 I I I I I 1 1 I I I 1 I 1 I I 1 I 1 I 1 :------------- :------- i------ :----l----! :-----:----:----:-----:------: 400:.0020: 6.7: >EAaV= 83.7CfS: :n=.0130 On= 4.0: 1.0; 48.0'-PIPE ! 10.30! 12.0: 43.6: A : 8 l ----: 15.5:3.16: .58: .517: 103.6:------------------- : :-------------l-------:------:----:----! 1-----;----l----:-----:------: 500!.0018: 6.51 *Qav= 103.6cfs: 1 1 :n=•0130 On= 4.5: : 1.3! : : : : ! : : : 54.0'-PIPE 11--------------- ----------- XDEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,5=SFR 11+ O/AC,6=8-10D/AC,7=5-7D/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 : +-+--------------------------------------------------------------------------------------------------------+-+ i-t--------------------------------------------------------------------------------------------------------+-+ I 1 1 1 I 1 I I I I 1 I I I 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 ________________I 1 ----------------------------------------[SAN BERNAROINO COUNTY) ------------------------- STUDY NAME: ; CALCULATED BY: 4.11 13 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER /SOF Z a -----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------: ;CONCENTRATION; AREA (ACRES) :SOIL:DEV.: Tt : Tc : I : Fe : Fs ; 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 I I ---- '---------------I I 1 1 1 I I 1 I 1 I I ,- 11.30: 6.5; 50.11 A : B 16.1:3.01:.58: .525: 112.0: ---- :-----:----:---------------i : I 1 '-----------------------------''----'----' --' ----' -----' ---' ---_I I I I -------------------------- 1 1 I I I 1-- ,- ,- ,- ,- ,----,-- I I 11.30: MEMORY BANK 1 2 CONFLUENCEO WITH MAIN -STREAM 0 Tc Fn Ae 535.45 16.74 .54 217.50 : 487.54 24.05 .53 263.61 I I I 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 I I_. ----------- '-------'------'----'----'----'-----'----'----'-----'------'---_'--___'_-__�--------------- I I I 1 I 1 I I 1 1 1 I 1 I I I I I I I ::-------------:-----'-:------:----:----: :-----:----:----:-----:------:1300:.0081:16.21 Xgav= 539.Ocfs: : :n=.0130 On= 6.5: : 78.0' -PIPE : 12.30: 9.6: 246.3: A : 8 :----: 19.9:2.72: .58:.542: 539.0: ---- :-----:----:--------------- ; : I I_...---------' ------- '------ '----' ---'----'-----' ---'----'-----'------'----' ----'---_I -------------- 1 I I I I 12.30: MAIN -STREAM COPIED ONTO MEMORY BANK 1 3 II-------------'-------'------'----'----'----'-----'----'----'-----'------'----'---'----I--------------- ------------- I I --------------- 1 1 I I I I 1 I 1 I I I I-- I I 1 I 1 1 I 1-----_I 1 I I -----'----'----------'------'----' ---'----'---------------I 1 ------------- I I-----, ,---,-- -,----I I I I 1 I I I 1 I I I I 1 1 I I I I 1 I ( I I I 1 I 1 I I 1 I I 1 I I I I I 1 I 1 I I I I I :: : : : i i •• : : i i : : 550:.00B2:..:INITIAL SUBAREA: : : 12.25: 1.9: 1.9: A : 1 :----: 9.9:4.12: .10:.097: 6.9:----:--------- ---------------: I I I I 1 I I I I I 1 I I I I I I I I I I I 1 I 1 I I I 1 I 1 I I I 1 I II----------------------------------- I I 1 1 : XDEV. TYPES: 1=Coa,2=MH,3=Apt,4=Con,5=SFR ll+ D/AC,6=8-100/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED x : : XB=3-4D/AC,9=2D/AC,10=1D/AC,11=0.4D/AC,12=Sch,l3=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENTX : +-+--------------------------------------------------------------------------------------------------------+-+ ►-+--------------------------------------------------------------------------------------------------------+-+ 1 I I I I I I I I I I 1 I 1 I 1 I I 1 I I I I I I-_ 1 , --------------------------------------[SAN BERNAROINO COUNTY) ---------------- 1 I STUDY NAME: ; CALCULATED BY: L%l3 CHECKED BY: 100.0 -YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER 16 OFZ p -----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE] ------------------------------: ;CONCENTRATION: AREA (ACRES) :SOIL:DEV.: It 1 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'-------------'-------'------'----'----'----'-----'----'--'-----' '----'-----'----I 1 1 ------ --------------- I I I I 1 1 I I 1 1 I 1 1 I 1 1 1 1 :------------- :---------------------: :---------:----:----- ------1 600:.0125: 6.6: XOaV= 6.9CfS: in=.0130 On= .9: 1.5: i : : i i i i i 18.0' -PIPE 1 -'-------'------'----'----'----'-----'----' ---' ---'------'----'-----'----' 1 1 ------------ ----- ---------- 12.45; 1.9; ; :----; 11.4;3.19; ; ; 6.9: ---- ;-----;---- :FOR CONFLUENCE 1 1-------------'-------'------'----'----'----'-----' ---'----'-----'_-----'----' '____' I---------------1 1 I I I 1 I 1 I I I I I I I I 1 1 ( I I I 1 1 I I I I 1 I I I I I I 1 1 1 .• : i i i i i 920:.0054: ..:INITIAL SUBAREA: 12.45: 7.9: 7.9: A : 1 :----: 13.2:3.47: .10: .091: 24.0: ---- :-----:----:--------------- i I I'-------------'-------'---- ' ' ---' -'-' ----'----'----I I I ---' ' ---'---------------1 1 -- ---- ----- ----- ---- - 1I- I I I I- 1- I 1 I 1 1 12.45: : 7.9; : :----: 13.2;3.47: : : 24.0: ---- :-----:---- :FOR CONFLUENCE I 1-------------'-------'------'----'----'----'-----'---'----'-----'------'----'-----'----'---------------I I I I 1 I I I 1 I I I I I 1 I I I 1 1 1 1 1 I I I 1 1 I I I I I I I I I I I I 1 I I I I I 1 I 1 I I I I 1 I I 950:.0099: .. :INITIAL SUBAREA: 12.45: 5.2: 5.2: A : 3 :----: 12.1:3.56: .19: .194:15.8;----:-----:----:---------------------: I ,------------- '------- '-----'----'----'----I-----'----'----'-----'------'----'-----'----'--- ------I 1 CONFLUENCE : PEAK FLOW RATE(CFS) = 45.8 ANALYSIS : TIME OF CONCENTRATION(MIN.) = 12.7 : LARGEST FOR POINTY : AVERAGED Fm(IN/HR) = .13 : CONFLUENCE 12.45: EFFECTIVE AREA(ACRES) = 14.67 TOTAL AREA(ACRES) = 15.00 : 0= 45.8 0 Tc Fm Ae 44.72 11.43 .13 13.42 45.59 13.22 .13 15.00 : 45.80 12.66 .13 14.67 I I-------------' --------'------' ---'----'----'-----'----' ---' ----) -----' -' ----I 1 I I I I I1- ,----I I I ------------- :------- :------ :----;----: :-----:----:----:-----:------: 480:.0071: 9.3: >EAav= 45.8cfs: :n=.0130 Do= 2.5: •9i i i i i i i i i 30.0' -PIPE :: 12.00: 4.5: 19.2: A : 1 :----: 13.5:3.42: .10: .123: 56.9: ---- :-----:----:---------------: : -------------:-------:------;----:----: :-----:----:----:-----:------: 510:.0027: 6.9: xoav= 56.9cfs: :n=.0130 On= 3.3: : i i i i i i i 1.2: 39.0' -PIPE i 12.20: 9.0: 26.9: A : 1 :----: 13.63.25: to: .114: 80.O: ---- i-----i----i---------------i 1 1 I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I 1 I 1 I 1 I I 1 I I I I I 1 I 1 I 1 1 I I I 1 1--------------------------------------------------------------------------------------------------------I I I I I I ;DEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,S=SFR It+ O/AC,6=8-IOD/AC,7=5-7D/AC, SOIL TYPE: USER=SPECIFIED x XB=3-40/AC,9=20/AC,10=1D/AC,11=0.4D/AC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENTX f-t--------------------------------------------------------------------------------------------------------+-+ i-+----------------------------------------------------------------------------------------------------------- I I I 1 I I I I I 1 I I I 1 I I I I I � �----------------------------------------[SAN BERNARO[NO COUNTY]----------------------------------------- I I I I STUDY NAME: ; CALCULATED BY: IL A F3 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 ; Fi 'I Fm ; A ;PATH;SLOPE; V ; HYDRAULICS POINT NUMBER;SUBAREA; SUM ;TYPE;TYPE;MIN.; MIN.;in/h; ;(Avg); SUM ;(ft);ft/ft;FPS.; AND NOTES 11-------------' ' -----'----' --' 1 1 I-------1 1 I I -------------;-------;------;----;----; ---' I ;-----;----;----;-----;------; ---- ---'-----' I I 1 I- -----' ---' ---'----' 1 I I- I-- I I_____�---------1 1 1751.0023; 1.2; *Qav= 80.Ocfs i i i i i i i in=.0130 Dn= 3.B i i i i i i i .4i 45.0'-PIPE I 1-------------'-------'------'----'----' I I 1 1 1 I I ---'-----' 1 ---'----'-----'------'----'-----'----1 1 I I I I I --------------- I I I I I I 12.30; MEMORY BANK 1 3 CONFLUENCED WITH MAIN-STREAM D 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 1 1-------------'-------'------'----'----'----'-----'----'----'-----'------'' ------------- ;------- ;------;----;----; ;-----;----;----;-----;------; ---'-----'----'--- ---- I I 520;.0069;15.8; XOav= 608.8cfs� n=.0130 Dn= 7.0 •5i i i i i i i i i 84.0'-PIPE 12.60; 12.4; 277.1; A ; 1 ;----; 19.4;2.76; .10; .479; 608.8;---- ;-----;----;--------------- ------------- ;-------;------;----;----; ;-----;----;----;-----;------; 265;.0094;15.8; XAav= 608.8cfs :n=.0130 On= 7.0: i i i i i i --------------------------------------------------------------------------------------------------------i •3i i i i i i i i i 84.0'-PIPE i JE DEV. TYPES: I=Com,2=MH,3=Apt,4=Con,5=SFR Ili O/AC,6=8-IOD/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIEO ; 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 COEFFICIENTX f-f----------------------------------------------------------------------------------------------------------- +-+--------------------------------------------------------------------------------------------------------+-+ � I I 1 1 I I I 1 ( I ' I 1 ----------------------------------------[SAN BERNARDINO COUNTY]-----------------------------------------: STUDY NAME: ; CALCULATED BY: &A 6 I I CHECKED BY: 100.0-YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBERI g OF ZO ''-----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE]-------------- CONCENTRATION: AREA (ACRES) :SOIL:DEV.: Tt : Tc : I : Fm : Fa 1 0 :PATH:SLOPE: V : HYDRAULICS POINT NUMBER:SUBAREA: SUM :TYPE:TYPEIMIN.: MIN.:in/h: :(Avg): SUM :(ft):ft/ft:FPS.: AND NOTES I I-------------'-------'------'----'----'--------------------' ----' ----'----'-----'----' I I ------------- 1 1 I I I 1 I 1 1 I I- I I I I 1 1 1 ' 12.90; 11.0: 288.1: A : 1 :----: 19.72.13: .10: .464: 608.8:----:-----:-------------------: : I I -------------i-------:------:----:----: :-----:----:----:-----:------:1000:.0100:17.8: XQav= 608.Bcfs. : :n=.0130 On= 2.9: : •9: : : : : : : : :B= 12.0 Z= .0 1-------------1------- ------ 1 I----'----'----'-----'----'----'-----'-----'----'-----'----'---------------1 1 1 1 I 1 I I 1 I I 1 I I I I I 1 1 1 13.00: : 288.1: : :----: 20.6:2.66: : : 608.8:----;-----:----:FOR CONFLUENCE 1 -------------I:I'I -------1 ------':II ------ 'I:II--------------- 980:.0145: ---- 980:.0145:.:INITIAL I1II 1I11 SUBAREA: ' 13.10: 5.8: 5.8: A : 1 :----: 11.1:3.84:.10:.097: 19.6:---- :----- :----:--------------- : : I I --------------------- ------ :-----:----:-----------------: 650:.0031: 4.2: XOav= 19.6cfs: : :n=.0130 On= .7: : 2.6: : : : : : : : :B= 6.0 Z= 1.5 : : 13.20: 14.3: 20.1: A : 2 :----: 13.7:3.40: .24:.201: 57.B:---- :-----;----:---------------: : -------------:-------:------:----:----: :-----:----:----:-----:------: 170:.0018: 5.0: 10av= 57.8cfs: : :n=.0130 Dn= 1.4: •6: : : : : : : : 1B= 6.0 Z= 1.5 : 13.30: 3.8: 23.9: A 2 :----; 14.3:3.31: .24:.207: 66.B:---- :-----:----:-------------- : i------------- :------- i------ :----:----: :-----:----:----:-----:------: 665:.0020: 5.4: xGav= 66.Bcfs: : :n=.0130 Dn= 1.5: : 2.1: : : : : : : : :B= 6.0 Z= 1.5 13.40: 14.41 38.3: A : 2 :----: 16.3:3.06: .24:.220: 97.7:---- :-----:----:--------------- : : : i-------------:-------1------:----1----: 1-----:----1----:-----1------1 110:.0009: 4.6: xoav= 97.7cfs: : :n=•0130 Dn= 2.3; : .4: : : : : : : : :B= 6.0 Z= 1.5 : 13.00: 2.1: 40.4: A : 10 :----: 16.7:3.01: .78:.249: 100.4:---- :-----1----:---------------i : 1 1 I 1 I I 1 I I I 1 I I I I I I I I I I I I I I 1 I I 1 I I I I 1 I I I 1 I I 1 I 1 I I 1 I 1 I 1 I I 1 1 I 1 I I 1 I I I I I I 1 I I I I I I 1 I I I I I I I I ( I I I I I I 1 I 1 ! I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I 1 I 1 1 I I I 1 I I I I I 1 I I I I I I 1 1 I I I I I I I 1 I I I I I I 1 I I I I I I I------------------- 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 : :XB=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 : f-+--------------------------------------------------------------------------------------------------------+-+ +-t--------------------------------------------------------------------------------------------------------+-+ -------------------------------------------- - --- SAN BERNARDINO COUNTY] -------------------------- -------i STUDY NAME: ; CALCULATED BY: &146 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 ; 9 ;PATH;SLOPE; V ; HYDRAULICS POINT NUMBER;SUBAREA; SUM ;TYPE;TYPE;MIN.; HIN.;in/h; ;(Avg); SUM ;(ft);ft/ft;FPS.; AND NOTES ------'------'----'----' --'----'----'---- '----- '------ '----'-----'----' '-------------'-------' '----'----'----'-----' --' ---' ----'-----'----'-----� -----, , �-- �- �- �-----,---------------, CONFLUENCE PEAK FLOW RATE(CFS) = 697.2 ANALYSIS ; TIME OF CONCENTRATION(MIN.) = 19.9 ; LARGEST FOR POINTI i AVERAGED Fm(IN/HR) _ .43 i CONFLUENCE 13.00; EFFECTIVE AREA(ACRES) = 319.40 TOTAL AREA(ACRES) = 369.80 ; 9= 697.2 0 Tc Fm Ae 675.10 15.74 .42 260.74 687.95 16.89 .42 278.81 688.15 16.93 .42 279.37 690.29 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 '------------- '------- ''----'----'----'-----'----'----'-----'------ '---- ' '----' --------------------i----------i---- ----- ---- ---------i------i 100:.0020:10.3: Xgav= 697.2cfS n=.0130 On= 5.0 •2i i i i i i i i iB= 6.0 Z= 1.5 '------------ --------------------------------------------------------------------------------------------' , XDEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,5=SFR ll+ D/AC,6=8-I0D/AC,7=5-10/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 +-f--------------------------------------------------------------------------------------------------------+-+ +-+----------------------------------------------------------------------------- � 1 1 I I I 1 I I I 1 1 I 1 I I I I 1 1 [SAN BERNARDINO COUNTY]---------------------------------------- STUDY NAME: ; CALCULATED BY: <.afj I I CHECKED BY: 100.0-YEAR STORM RATIONAL METHOD STUDY ; PAGE NUMBER ZOOF Z O -----------------------------[(c) 1983-1989 ADVANCED ENGINEERING SOFTWARE]------------------------------i ;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 I-------------'-------'------'----'---'----'-----'----' ---'- ----' -----' '----'----'---------------I I ,- I I I i-------------''------' --'----'----'-----' ---'--'-----'------'---'-----'---_I---------------I I ------- 1 1 I I I I 1 1 I 1 1 1 I 1 I I I I 14.00; ; 319.4; ; ;----; 20.0; ; ; ; 697.2: 697.2;---- -----;STREAM SUMMARY -------------'-------'------'1 I----I----1 --------1-------------- - 1I II EFFECTIVE AREA(ACRES)= 319.40 TOTAL APEAK FLOW RATE(CFS)= 697.21 TIME OF CONCENTRATION(MIN.)= 20.01 AVERAGED Fm(IN/HR)= .43 I I I I----'-------'------'----' ---'---'-----' ---'----------------1 I I----' I I I I--------- I I I I 1 I 1 I I I I----,-----, ,---------------, I PEAK FLOW RATE TABLE 0 Tc Fro Ae 675.70 15.91 .42 260.74 687.95 17.06 .42 278.81 688.15 17.10 .42 279.37 I 1 1 690.29 17.70 .42 287.31 I I 1 692.43 18.47 .43 297.48 697.21 20.01 .43 319.40 696.35 20.79 .44 328.47 I 1 I 691.74 21.79 .44 338.60 691.44 21.84 .44 339.12 690.31 22.01 .44 340.56 I I I I I I 687.59 22.35 .44 343.46 687.58 22.35 .44 343.47 687.48 22.36 .44 343.52 I I I 671.63 23.72 .44 351.68 1 I I 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 .44 364.61 617.97 27.53 .44 365.57 I 1 I 608.54 28.14 .44 366.27 510.76 34.96 .44 369.80 687.09 16.90 .42 276.65 I I-------------'-------' -----' ---'---'----'----'--- I I I I I I I I I I I I I I 1 I I I I 1 1 I 1 -------------------------------------------------------------------------------------------------------- I I I 1 I I I I I I I I 1 I I 1 I 1 I I I 1 1 I I i I I 1 I 1 I I I I I I I I I 1 1 I I I I I I 1 I I I 1 1 I I I 1 I I I I I I I I 1 1 1 1 I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I i I 1 I 1 1 I 1 I 1 1 I I I I 1 I I 1 I I I 1 I I I %DEV. TYPES: 1=Com,2=MH,3=Apt,4=Con,5=SFR 11+ O/AC,6=8-IOD/AC,7=5-70/AC, SOIL TYPE: USER=SPECIFIED x X8=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 COEFFICIENTX f-+--------------------------------------------------------------------------------------------------------+-+ t •� 1 t I I li, •� � IIS t •�, � a � � .�, � r ��; � ,, . WIN 25 -YEAR STORM l 0 c O C 0 p U 0 0 v � V c C 0 ,n U 0 �+ m v o� L Q o Q '41 c� Q 0 N } U Z W Cy W LL U Z W Vr 0 in cr W a 0 _- Page G-37 L > a d o a� Q3 W (V F - Q J l 0 c O C 0 p U 0 0 v � V c C 0 ,n U 0 �+ m v o� L Q o Q '41 c� Q 0 N } U Z W Cy W LL U Z W Vr 0 in cr W a 0 _- Page G-37 L > a a� o V1 O v c J � - C _ m U Z -0 IJN j o °0 N N a Ci 0 U N N a� r) m O \t1 cv op C a0 O o ►-. rn o m C J o M ; d b 0 v� 7 O nto b aaaaaaa N I N ~ pp d �- v Q r w Q _O Sf�L (� Sf� bbl E'o N SjoL tiZ 51�� L/'O S � � f 5-406 Z - Sj� £•� sf J/•/ 3 d 2 - 37-7do N - a O v W v c 7 - CC CC O LLL. Z) F- U) 0 O W 2 Figure D-6 4 `o v 0 J j 0 o I g y e I� F O O v Q J u D J A O O r CL ® O O o u 0 u c b� 0U ao. U sow O ,J W N ti N Q ) � P s U Z � r J C J ua 2 c cA J� 9 N a: � c Zp 1 � O 0 > F- Ln 8 W } O Dn N ' } O ,n M J ►- N o ` N 0 N • m � a pa U D N d C N3 N N Q M a o � O N m w m crO 'u 'o a N (V lV m N N N Z = U N O v ti Figure D-6 �oB IIAGG G `/ FAL uo. STM . lL,gl� WAGNER PACIFIC, INC. 201-B E. Yorba Linda Boulevard SHEET NO. / OF Z PLACENTIA, CALIFORNIA 92670 CALCULATED BY- G Ag (714) 993-4500 DATE I CHECKED BY DATE =mw__fLOW �bPTH t�ALC�S raoaer M1 Ja ice.. 0m, Mm 01471. JOB 1/LaGG.EY 13C i0 '572-11-i]R q 1A1 WAGNER PACIFIC, INC. 201-B E. Yorba Linda Boulevard SHEET NO. Z OF Z PLACENTIA, CALIFORNIA 92670 CALCULATED BY GAB (714) 993-4500 DATE CHECKED BY DATE s �e-v w D6P7 CAGc's PROMV MCI a Inc. GMIM Man 01471. _A.e M-6rro__ 4vos�., E � D U _ r _ po. _. _ oQ. _. ............... .. _ Q_... ... .... ._....... _. 3. Z.O.61O ./79,..7 0..80 _ 9.&7 ZF.Gp7 409,6 0.90 , I z..57 3.3.7 _SCv9,7. PROMV MCI a Inc. GMIM Man 01471. C. B. / CURB OPENI1'G ( Interception ) t Given: (a) discharge Q Zs -,CFS. _ (b) street slope S - y . 00 / 4-' g•= v�2r. fig. ' r _ (c) curb type " z" vE; Pet sro� (d) half street width Solution: ! 1 ...Therefore7P-�7 Q /L o.53 i L, = raj (I•.•.for•total interception) -- -.--�- ----�- i i TRY: LP= YL a/y VQ QP=pix / 9 _ -GFS (Intercepted) Qc=t1-9_- // ro.,/ CFS(Carryover)„a/ -35- Given: C . I3 . fl Z STA. ZZ r23 Sou-rg Sive VAt-LEY CUTE OPI,NT\�G (SUIIP) (a) Discharge Q 25 Co • 2 CFS (b) Curb type • Z" DEP,¢�SS/onJ Solution: if (depth at opening) = S � inches h (height of opening) - /Q inches 11 /h From Chart: Q/ft, of opening = o• 8Co CFS' L required U s E L 9/VV -31- Given: C. I3 . 11 3 STA. ZZ-#- ZS ,votZrN 5'1,c> 45* VAU.SV cuP,X 0PE-NING (SUNI P) (a) Discharge Q Z5 = 32 CFS (b) Curb type 11 off - 8 V6jer Com. Z" DEPe Fsss�a ^� Solution; u (depth at opening) = 8 " • inches h (height of opening) 10 inches 11/h = 8.. / `o„ = 0.80 From Chart: Q /ft. of opening = /, '7 5' CFS L required 76 - 18.3 ft. USE L= Z/ ft. R/w -31- C. B. # ¢ NE.. CA PA�r�! ETTC,) —. E., Sion CURB OPF,NII1G- ( Interception ). � Given: (a) discharge Q zs = -lo. g. ..CFS (b) street slope S 8 " wrzir. CY3. r (e) curb type "A-2".- "I)" Z" Dtr pzFrssio�! (d) half street -width Solution: Q/Syt= fo. 8 /( o: oa�..:; _ Z-Therefore.ryF Q /L = o�; 4 4- �.... L = /v,g / a, ¢¢ z4,� (L for total interception) TRY: LP= 14YL o, .SS aly / = � _ 117 YQ Off79 QP= p, 7 X / o • $ _S. 5 _CFS (Intercepted) Qc= io, 8• - g, Sc 2:,3 . CFS(Carryover) , -35- i C. B. t-167-770 sr s,�E CURB OPENING ( Interception ) Given: (a) discharge Q zs = 7- / ..CFS _ (b) street slope S = D. 0.0 `7 g" ve 24 r ag, r (c) curb type "A-2".. "D" 2^ DEP�cs�oN (d) halt' street -width = Z v ''ft, .. { .-......, { 1 i Solution: Q/S!z= 7- / /( 0.007, '/z ) BS .Therefore :yF Q /L = o• 34 ....... ....i L = 7. 1. I 0.34- = Zd. 9 (L..for•total interception,) TRY: L zo. GQ P ?, / X o.85- = . O CFS (Intercepted) Qc- 7. I - 6o. o r• % CFS(Carryover) a ., -35- C . B. 57-A, ZB_ /� � G; Q, JACGCY�,�ACNGTif�—/�'�DE 1/Ac.GE`1 CURB OPEN -IPTG ( Interception ) 1 Given: (a) discharge Q _ 13-4- CFS (b) street slope S 00Z o 1/1 as. (c) curb type (d) half street width = ¢3 ft. Solution: Q l S1z= l3.4 _/ ( o;4'0z-0 ) z= 300 . -Therefore y=o'66, Q /L 0,54- 1, __/ 0.5 ¢ Z 8 (L for. total interception) TRY: LP= 0/-0, ft. YL = Z/ J 24,8 .17 a / y Q = 13;/ CFS (Intercepted) Qc= !3. ¢ ~ /3. / _ 0.3 CFS(Carryover) -35- C. B. 7 srA. 3oa5o N, VAU_EY..- UL• of ra -� CURB OPENING ( Inter'ccption ) � Given: (a) discharge Q ZS = 9. 7 ..CFS _ (b) street slope S g l l ✓cam cB. r (c) curb type (d) half street -width Solution: TRY: f� Q/Syz= 2.5 �l ( o. aozg) 4,60 Therefore y i Q /L 1, = 9.5 l 0.4-5 Z�/;,/ (L .for total interceptions) I fl YL - l l 0/./ `VQo QP= r,,&` X 9.7 , = 3.3 CFS (intercepted) ¢ Qc= 9' 8.3 . CFS(Carryover) ,_.. a 1 i -35- 100 -YEAR STORM N 0 BY 0 c ` 0 c 0 p U 'D 7 0 U 0 0 LL U c 7 ` 0 Cn v CD L c L 0 nW LO Q 0 r U 2 W � a W h LL U Z w 7) p to d 0 Page G-37 > a �cv `� T3CL M v c J M .9 0-7 N N oE1 N r� [� U cS - a r ,- Y ~ N NT N C6 V) U c� O 30 COL d N N a o LOaa����aa tj � aNi _o v L jl r N - 377 do Q a 0 0 w c - D- 40 0 ,°? / 2 CC O LL 0 O W 2 Figure D - 6 na�� o J �p Z 4) flj COL Q u a� 0 v � H 0 o u L U t S� o U n v_; U So` OJ U o w I- -a U) a x.11 � N � i 6• fc1 P x U r z r. � c J — J Z z Jl S Y1 M C u •E cv M i CO ap \ °(j �A cr o � E O p ui v' Y W � o A N � r O 1� M M H u N a0 N m N 1* N N N N p r^ z J U ► b V �� �\i � O �'n N N Z Q 2 M 25 o l 0 O M ~ �a cr w m cr �a N �, �' •, M N ti o Z t = U N C� Figure D - 6 na�� JOB V�aGGC `� RGuI�. STM. l�QA/n/ WAGNER PACIFIC, INC. L Z 201-B E. Yorba Linda Boulevard SHEET NO. OF PLACENTIA, CALIFORNIA 92670 CALCULATED BY GQ R DATE_ 7 J' L (714) 993-4500 CHECKED BY DATE fGow 17r�PTf-1 �,a GC �S WAGNER PACIFIC, INC. 201-B E. Yorba Linda Boulevard PLACENTIA, CALIFORNIA 92670 (714) 993-4500 i. #_......___......_ ........... .... ......... ..;.__.. S i r i L JOB AGC. EY /SGy0. STM• V2 SHEET NO. Z OF CALCULATED BY G A IS DATE CHECKED BY DATE soode A= 0 u/ 0600Tt1 CAGG s _....<. ........ _ ..: .... .... f....f : : f i i .. ..._. d ' .�..... ( ......................1 ......... _. ... .... _. .... . I f� : G• i i j ............. ..... «_..., . I . ._ ............._...... ....... I .... ..._ _._.._....i _----- ... ... .... .. I,....... _ .... _.... I .. Q tff�SI L � : o, 4 ._........ t ...:2.. Q .._.� . /.¢. S.S......... Z. .. I ! O Qe.iDd.__..„.6 4> F' ... ......_L..IZdr&4 ......... 1 Y t i3; CSa9,Q 9C 7 ........... ....3 . i ........3 ! .. j _. I , I I E ........_......_... .............. _.... ..:. 1 � t i E t € ; 1 1 .i.............. __......� ......._ r......._4..._ ...... .................. ...... ..... PRODUCT ZU I : ' :., 4,_ f.IDi + 's j s .......... .. ... . .......4.... +.......... ... ,,. ... , ..... ..... ! ... .... ... .. .. .. ...... w« ...i ... ..i .... v...... .i.... ..� ......._...j 1........ .......o .. ....,.. •...... r .. ... .. I 1 . ;..... ... _.s......... Al ... .......... b t 1 a_.......... .........._;... i ... ....t............a........ t ..i.. ........1........ , .........._i............F._.........�........ i , .........s _........ .. ........ t i S i i S PRODUCT ZU I : ' :., 4,_ f.IDi C. B. A / ¢OIZ— 7- or STS. ,�lo Q TN siO C. o V R u.,E y CURB OPENIING ( Interception ) Given: (a) discharge Q !no = !lo • D CFS (b) street slope S = a. oo 4- / S" V6tzr. CQ. (c) curb type z„ D6P26ss14)AJ (d) half street width = 3 Solution: � Therefore y==C,74 QHSqz-1 (d: ooi�)z8 Q /L D• C°0 L = !� o / o,�y = — (L -,for, total interception) TRY: LP= 2 ft. 1 .i7 o,Z3 a/y - .3:9 G.7 - Q/PQ C) -9s - Q = X p, q! 5.2. CFS (Intercepted) Qc=� p�_ �S .Z_ = o, g CFS(Carryover) -35- Given: C. I3 . 11 Z5TA . ZZ f z3 SOUTN SivE 1%iOLL�Y CII1, 0PENI\'G (SUAlP) (a) Discharge Q 10.p = /&,Z CFS (b) Curb type 'IA -2" „D" 't" Rolled G" Rolled $" vC-a r. C& Z,. DE Pe �ssro� Solution: 11 (depth at opening) _ — /D" _ inches h (Height of openint) !O. inches From Chart: Q /ft. of opening = 2.4 CFS' L required USIA L= C� 7.D ft. -31- ft. Given: C. I3. !f 3 57-14. ZZ� Z5 Alv,e r S/,v a l%a L t Y CIj1,rt' 0PP,NIN'G (SUMP) (a) Discharge Q loo = 7 9., Cv CFS (b) Curb type "A-2" "D" 4" Rolled 6" ljolled $" Vc'2T, Cg, S.5 /,0 "J olulion: 11 (depth at opening) -_ inches 1i (height of opening) /O•` niches II /h = i 3. Z �l to" ED -F- ror Chart: Q/ft, of opening = 3,4 CFS L required - -79..4a / 3. ¢ - Z 3. 4- u U S L` L= C Z� ft. -31- ft. C. B. # ¢ STA. ZB*010 ,vF_ Ge pA,,,46rro 6 VAc.L6Y� 6,4s.r 5.oe3 CURB OPFN1NG ( Interception ) Given: (a) discharge CFS (b) street slope 5 = o • oo - / (e) curb type (d) half street width Solution: Q/ 37,1 37,/ /( d.Ov7 ) z= 443 Therefore y==Sr- _._ _--- Q /L L = 37, / 0. 08 = 5 (L for, total interception) TRY: LP= /¢_ ft. 1 / = 14 / 54,Co = o•z� I� L a/y = .-tSlo•Bz , r7 vQ - o -- QP= 37-1_x p _ 1-7,/ CFS (Intercepted) Qc= 37, r - 17,1 ZD.O CFS(Carryover) -35- C. B. :5--7-0 3rA. ZBtOCo /4/w C,2. pgGp4BiTo 1/A&L6Y., �,(1rsST :5"015PA LMEr CURB OPENING ( Interception ) Given: (a) discharge O too = 37• / CFS (b) street slope S (c) curb type ._.� 2 a EpQEss�oN (d) half street width = 00 ft. Solution: /S�z� 37./ z= ¢43 Therefore y==0.8z- Q ____.---- -------- Q / I- a• 8 . LZ // a,�g �4,1� (L for. total interception) TRY: LP= /¢ 14-� 54. Co - o.zCo a/y = / o.g,Z o.Zl .1-7 QP= 37,_l X 0,46, - <�7• CFS (Intercepted) Qc= 3%,_- /7,/ Zo.o CFS(Carryover) -35- C. B. SrA• ( "• VJ, C.e VAIZ&Y L PA1,H*57 TTO CURB OPRN-I-\'G ( Interception ) Z. Z c..�RYoua2 Given: (a) discharge Qjoo = f r5.8 = <8 o CFS (b) street slope S = o • oa zo ' / 4 g" VF,r-r Gfj. (c) curb type �� ` z„ peeression (d) half street width = - 43 ft. Solution: /S�z= o,00ZO ) 1= 4.03 Therefore y= 0.7 � Q t� • o l Q /L o•SCn L = /8 0 / p, slo 3Z.1¢ (L for. total interception) TRY: LP= Z i. 0' ft. i 1 /L = Z/•O / 3,? ell YQ 8 QP=p X o 87 = _/5.7 CFS (Intercepted) Qc= /S O Z.3 CFS(Carryover) 1 -35- C. B. 7 S-ra. 30+50 Flo, s, o, l/,AU6y - W5 Sr of P,a�M6rro CURB GPFNI\TG ( Interception ) discharge Quo = /Z• Z CFS Given: (a) � (b) street slope S 8 •• VG QT / Z •, Perrassto �/ (c) curb type �� _. (d) half street width = 4I ft. Solution: 1/1 - Therefore y==&3 Q/S�z� /Z• 2 /( o• ooz8 ) = 232 Q /L o.So L = /2 Z / o.sv Z¢.¢ (L for total interception) TRY: LP= /4• U ft. Ip/ L - __L4-0 . y / . t'7 a Z7 a / y = . 337/ '&_3 - Q/Q o. 8 z QP= /2_Z X d 8Z = !o•o CFS (Intercepted) Qc= tz Z _ /o.o z, Z CFS(Carryover) -35- • ( , • ELI 1 MA WAGNER PACIFIC, INC. 201-B E. Yorba Linda Boulevard PLACENTIA, CALIFORNIA 92670 (714) 993-4500 FAX (714) 993-6837 COs VALLG`/ STo M Q2A/n/ SHEET NO. l OF �/Q CALCULATED BY Gi �� �� DATE !-z7 -91 CHECKED BY DATE sthk6& 3 5 Z- vs' - 9 0 Pam 2*1®wc. saw rr 014n. WAGNER PACIFIC, INC. 201-B E. Yorba Linda Boulevard PLACENTIA, CALIFORNIA 92670 (714) 993-4500 FAX (714) 993-6837 ,OB ✓AZ--Lt�-r V STorZM SHEET NO. OF �1-- CALCULATED BY DATE (, - Z 7 -7/ CHECKED BY BAALE DATE "`36Z _ o� -90 w 1 meiiv/ EI S/ n r.' --i rc 01471. WAGNER PACIFIC, INC. 201-B E. Yorba Linda Boulevard PLACENTIA, CALIFORNIA 92670 (714) 993-4500 FAX (714) 993-6837 JOB \ / A G 6 � / Sri /Z p-�t /,-712A /A,/ - C 6 5 SHEET NO. OF CALCULATED BY 6,,4. t4,' . - DATE 8 -Z7 -9 CHECKED BY .. - DATE Ay- 35L- quo ........ .. 7.. opi /c --c cjp . ..... .. .. ... 14! .8 4 . .. ...... . ........... 7. 77 eel 7 .. ... ........ ... ....... ... r1. lot/. ......... . .... ..... . . .. ......... . ..... ........ . .. ...... . . ........... ... .......... . ic .. .. ..... .. ....... ........... .. . .... ....... .......... -V.Ygs P4Erpqm .... .... ... .... ...... ..... ..... .. ........ ..... .. ... ......... . ...... ... .... . ......... ...... QZ-6 19 ........ ... /.74., ... .. .. ... . ..... .... . ......... 4 4 + 4 . ... . ...... . m . - . ... .. . .... .. ... ..... .. ............................................ ........... . .. .. ..... . .. .. ..... .. ........ ..... .. .... .. .. . . 9.1 1,70 -Fp .5 ...... .......... Av� tow...... I,Z . . .... ..... . ... .. j; .......... fit .... ........ .. .......... .... .. ..... . . ........ .. -1 ... ....... . .. ........ 1 . . ...... ..... .............. .. . .......... .. .............. ............ . ........... . .......... - - - - - - - .............. .......... .. ............. . .. Il. .......... .. . ... . ..... PMU2*1 ® I-, 6-bL Mm 01471. I--_ \,K1 ....... ... ......... . ..... ........ . .. ...... . . ........... ... ..... .. ... ......... . ...... ... .... . ......... ...... ..........:..__.:........._".a_._........................`.......... M -_i._....._.. ..... .... . ......... ..... .. ............................................ ........... ........ . ............. ...... .......... .. ... .. .. ........ . . . .... -1 ... ....... . .. ........ 1 . . ...... ..... .............. .. . .......... .. .............. ............ . ........... . .......... - - - - - - - .............. .......... .. ............. . .. Il. .......... .. . ... . ..... PMU2*1 ® I-, 6-bL Mm 01471. I--_ \,K1 ....... ... -1 ... ....... . .. ........ 1 . . ...... ..... .............. .. . .......... .. .............. ............ . ........... . .......... - - - - - - - .............. .......... .. ............. . .. Il. .......... .. . ... . ..... PMU2*1 ® I-, 6-bL Mm 01471. I--_ \,K1 WAGNER PACIFIC, INC. 201-B E. Yorba Linda Boulevard PLACENTIA, CALIFORNIA 92670 (714) 993-4500 FAX (714) 993-6837 JOB UA(-�-;✓Y ST02M D2AyN C13 SHEET NO. OF ' CALCULATED BY G•A • R- DATE_ 9--17-?/ J CHECKED BY DATE - It '357- - ATE1357-- 05 -90 PAOOUCf MI Jd IK. &-to, Mm 01471. WATER SURFACE PROFILE ANALYSIS v HEADING LINE NO I IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD 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) DATE: 12/ 8/1992 TIME: 15:48 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE CARO SECT CHN NO OF AVE PIER HEIGHT I BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y( 6 ) Y(1) Y( 8 ) Y( 9 ) Y(10 ) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD l 2 0 0.00 5.50 12.00 0.00 co 2 3 0 0.00 4.50 10.00 0.00 0.00 0.00 CO 3 4 7.00 CD 4 4 6.50 CD 5 4 3.50 CD 6 4 3.25 CD 7 4 2.50 CD 8 4 2.00 CD 9 4 1.50 co 10 4 6.00 CO 11 4 4.25 CD 12 1 0 0.00 5.50 6.00 1.50 1.50 0.00 W S ELEV 106.43 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 15.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 15.00 0 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 67.0 0.0 102.65 0.00 30.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 61.54 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARO LISTING ELEMENT NO 1 IS A SYSTEM OUTLET I 3E 3E U/S DATA STATION INVERT SECT 878.00 102.18 12 ELEMENT NO 2 IS A REACH I 3E x U/S DATA STATION INVERT SECT N 928.00 102.28 12 0.013 ELEMENT NO 3 IS A REACH x x x U/S DATA STATION INVERT SECT N 989.00 102.64 12 0.013 ELEMENT NO 4 IS A REACH x x x U/S DATA STATION INVERT SECT N 989.14 102.65 12 0.013 ELEMENT NO 5 IS A JUNCTION x x x x U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 989.28 102.66 12 12 0 0.013 ELEMENT NO 6 IS A REACH x x x U/S DATA STATION INVERT SECT N 990.00 102.67 12 0.013 ELEMENT NO 7 IS A TRANSITION x x x U/S DATA STATION INVERT SECT N 1022.00 102.70 1 0.013 ELEMENT NO 8 IS A REACH x x 3E U/S DATA STATION INVERT SECT N 1032.57 102.72 1 0.013 ELEMENT NO 9 IS A WALL EXIT U/S DATA STATION INVERT SECT 1032.57 102.72 2 ELEMENT NO 10 IS A REACH x x U/S DATA STATION INVERT SECT N 1033.57 102.73 2 0.013 ELEMENT NO 11 IS A REACH x x x U/S DATA STATION INVERT SECT N 1087.28 102.88 2 0.013 ELEMENT NO 12 IS A REACH x x x U/S DATA STATION INVERT SECT N 1585.00 103.61 2 0.013 ELEMENT NO 13 IS A TRANSITION x x U/S DATA STATION INVERT SECT N 1600.42 103.90 3 0.013 W S ELEV 106.43 PAGE NO 2 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 15.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 15.00 0 03 04 INVERT -3 INVERT -4 PHI 3 PHI 4 67.0 0.0 102.65 0.00 30.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 61.54 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 PAGE NO 3 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 41.65 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 3.44 0.00 0 x x x 83 94 INVERT -3 INVERT -4 PHI 3 PHI 4 0.1 0.0 109.00 0.00 43.36 0.00 RADIUS ANGLE ANG PT MAN H 0.00 44.94 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 x x 93 94 INVERT -3 INVERT -4 PHI 3 PHI 4 0.1 0.1 110.10 109.85 30.00 53.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 15.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 15.00 0 93 94 INVERT -3 INVERT -4 PHI 3 PHI 4 53.0 0.0 113.27 0.00 30.00 0.00 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 14 IS A REACH x lE x U/S DATA STATION INVERT SECT N 1600.42 103.90 3 0.013 ELEMENT NO 15 IS A REACH x x U/S DATA STATION INVERT SECT N 1939.82 105.94 3 0.013 ELEMENT NO 16 IS A REACH I x x U/S DATA STATION INVERT SECT N 1972.53 106.13 3 0.013 ELEMENT NO 17 IS A JUNCTION x x x x U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 1973.85 106.14 3 8 0 0.013 ELEMENT NO 18 IS A REACH I x x U/S DATA STATION INVERT SECT N 1975.24 106.15 3 0.013 ELEMENT NO 19 IS A REACH x x x U/S DATA STATION INVERT SECT N 2010.48 106.36 3 0.013 ELEMENT NO 20 IS A REACH x x x U/S DATA STATION INVERT SECT N 2175.00 107.35 3 0.013 ELEMENT NO 21 IS A JUNCTION x M x x U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 2178.00 107.57 4 9 7 0.013 ELEMENT NO 22 IS A REACH x x x U/S DATA STATION INVERT SECT N 2182.00 107.78 4 0.013 ELEMENT NO 23 IS A REACH x lE x U/S DATA STATION INVERT SECT N 2681.75 110.78 4 0.013 ELEMENT NO 24 IS A REACH x 3E x U/S DATA STATION INVERT SECT N 2681.80 110.7B 4 0.013 ELEMENT NO 25 IS A JUNCTION x x x x U/S DATA STATION INVERT SECT LAT -I LAT -2 N 2686.92 110.81 4 5 0 0.013 PAGE NO 3 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 41.65 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 3.44 0.00 0 x x x 83 94 INVERT -3 INVERT -4 PHI 3 PHI 4 0.1 0.0 109.00 0.00 43.36 0.00 RADIUS ANGLE ANG PT MAN H 0.00 44.94 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 x x 93 94 INVERT -3 INVERT -4 PHI 3 PHI 4 0.1 0.1 110.10 109.85 30.00 53.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 15.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 15.00 0 93 94 INVERT -3 INVERT -4 PHI 3 PHI 4 53.0 0.0 113.27 0.00 30.00 0.00 PAGE NO 4 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 60.03 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 x x x 93 B4 INVERT -3 INVERT -4 PHI 3 PHI 4 1.0 1.0 114.20 114.20 30.18 30.18 W S ELEV 118.50 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 26 IS A REACH x 3E x U/S DATA STATION INVERT SECT N 2692.25 110.84 4 0.013 ELEMENT NO 27 IS A REACH x x U/S DATA STATION INVERT SECT N 2694.33 110.87 4 0.013 ELEMENT NO 28 IS A REACH x x x U/S DATA STATION INVERT SECT N 2712.33 110.98 4 0.013 ELEMENT NO 29 IS A REACH x x x U/S DATA STATION INVERT SECT N 2759.49 111.26 4 0.013 ELEMENT NO 30 IS A REACH x U/S DATA STATION INVERT SECT N 2829.85 111.68 4 0.013 ELEMENT NO 31 IS A JUNCTION 3E U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 2832.18 111.70 4 9 9 0.013 ELEMENT NO 32 IS A REACH x x x U/S DATA STATION INVERT SECT N 2844.18 111.77 4 0.013 ELEMENT NO 33 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 2844.18 111.77 4 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING PAGE NO 4 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 60.03 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 x x x 93 B4 INVERT -3 INVERT -4 PHI 3 PHI 4 1.0 1.0 114.20 114.20 30.18 30.18 W S ELEV 118.50 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 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. 9 VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRO.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 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 1.50 928.00 102.28 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 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 1.50 989.28 102.66 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 0.72 0.01389 .000637 0.00 2.485 1.50 990.00 102.67 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 TRANS STR 0.00094 .000842 0.03 1.50 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 10.57 0.00189 .001047 0.01 4.136 0.00 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. 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 X���XXX���X�X�X��X�����X�XXXX�X�����XX�XXX���XX�XX�XXXX�X�X�XXXXX�XXX��XX�XX���X�X�����XX�XXX�XXXX�X��XXX�XXX��X��XXXX�X��XXkX�X�XX 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 O.00 32.71 0.00581 .007522 0.25 5.294 0.00 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 JUNCT STR 0.00758 .007668 0.01 0.00 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 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 35.24 0.00596 .007836 0.28 5.235 0.00 F0515P PAGE 3 WATER SURFACE PROFILE LISTING PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE 'A' - 1-10 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 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 83.85 0.00602 .008440 0.71 5.213 0.00 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 80.67 0.00602 .009455 0.76 5.213 0.00 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 1.17.436 0.00 5.596 6.50 0.00 0.00 0 0.00 385.08 0.00600 .006786 2.61 6.500 0.00 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 10.07 0.00600 .007263 0.07 6.500 0.00 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 0.05 0.00000 .007302 0.00 0.000 0.00 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 JUNCT STR 0.00586 .006489 0.03 0.00 F0515P PAGE 4 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 ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 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 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 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 1UNCT STR 0.00858 .005647 0.01 0.00 2832.18 111.70 8.018 119.718 393.0 11.84 2.118 121.896 0.00 5.295 6.50 0.00 0.00 0 0.00 12.00 0.00583 .005619 0.07 5.222 0.00 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 O.OL PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25'YEAR STORM LINE 'A' - I-10 CHANNEL TO VALLEY BLVD AND PALMETTO AVE. FONTANA CA (FILE: VALYEA2) 878.00 .1 W C H E 902.27 926.55 950.82 .I W C H E 975.10 .1 W C H E 999.37 I W C H E 1023.64 1 WC H E 1047.92 1 WC HE 1072.19 I WC HE 1096.46 I X HE 1120.74 I C WH E 1145.01 I C WH E 1169.29 1 C W H E 1193.56 IYYYYYYYYYYYYYYYYYCYYYYYYYWYH E 1217.83 1 C H W E 1242.11 1 C H W E 1266.38 I C H W E 1290.66 W 1314.93 H 1339.20 E 1363.48 R 1387.75 C 1412.02 1436.30 1460.57 W 1484.85 H 1509.12 E 1533.39 R 1557.67 W C 1581.94 H 1606.21 I C H 1630.49 I W C 1654.76 1679.04 1703.31 1727.58 1751.86 1776.13 1800.41 1 1824.68 1848.95 1873.23 1897.50 1921.77 1946.05 I 1970.32 1994.60 I 2018.87 1 2043.14 I 2067.42 1 2091.69 2115.97 I 2140.24 R R R R R R R JX R TX R WX R R R W E TX H E R W C H E R W C H E R W C H E 7X W C H E R W C H E R W C H E R W C H E R 2164.51 2188.79 I W C H E JX 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 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 I C HW E JX 2747.08 I C H W E R 2771.36 I C H W E R 2795.63 1 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 HEADING LINE NO I IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25 YEAR STORM LINE 'B' - PALMETTO AVE. TO PARKING STRUCTURE DRIVEWAY FONTANA,CA (FILE: VALPAL2) 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 co 1 4 3.50 CD 2 4 3.00 co 3 4 1.50 CD 4 4 6.50 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARO LISTING ELEMENT NO 1 IS A SYSTEM OUTLET x x x U/S DATA STATION INVERT SECT 2681.75 110.78 4 ELEMENT NO 2 IS A JUNCTION x x x x U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 2688.25 112.27 l 0 0 0.013 ELEMENT NO 3 IS A REACH x x U/S DATA STATION INVERT SECT N 2692.25 113.18 1 0.013 ELEMENT NO 4 IS A REACH x x x U/S DATA STATION INVERT SECT N 2694.75 113.75 1 0.013 ELEMENT NO 5 IS A REACH x x x U/S DATA STATION INVERT SECT N 2778.76 114.20 1 0.013 ELEMENT NO 6 IS A JUNCTION IE x x U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 2781.51 114.21 1 3 0 0.013 ELEMENT NO 7 IS A REACH x 3E x U/S DATA STATION INVERT SECT N 2784.51 114.22 1 0.013 ELEMENT NO 8 IS A REACH x x x U/S DATA STATION INVERT SECT N 3025.00 115.60 1 0.013 ELEMENT NO 9 IS A JUNCTION x x x x U/S DATA STATION INVERT SECT LAT -I LAT -2 N 3027.25 115.85 2 3 0 0.013 ELEMENT NO 10 IS A REACH x x x U/S DATA STATION INVERT SECT N 3030.50 116.10 2 0.013 PAGE NO 2 W S ELEV 117.29 x I x 03 94 INVERT -3 INVERT -4 PHI 3 PHI 4 0.0 0.0 0.00 0.00 0.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 03 94 INVERT -3 INVERT -4 PHI 3 PHI 4 12.5 0.0 115.21 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 93 04 INVERT -3 INVERT -4 PHI 3 PHI 4 8.3 0.0 116.85 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 x W S ELEV 120.72 PAGE NO 3 RADIUS ANGLE ANG PT MAN H 0.00 89.96 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARO LISTING ELEMENT NO 11 IS A REACH IE x x U/S DATA STATION INVERT SECT N 3394.47 118.14 2 0.013 ELEMENT NO 12 IS A REACH x x x U/S DATA STATION INVERT SECT N 3465.19 118.54 2 0.013 ELEMENT NO 13 IS A REACH x x x U/S DATA STATION INVERT SECT N 3495.16 118.70 2 0.013 ELEMENT NO 14 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 3495.16 118.70 2 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING x W S ELEV 120.72 PAGE NO 3 RADIUS ANGLE ANG PT MAN H 0.00 89.96 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.00 0.00 0.00 0 F0515P PAGE 1 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. 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 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 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 2778.16 114.20 2.801 117.001 61.0 7.39 0.848 117.849 0.00 2.448 3.50 0.00 0.00 0 OX 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 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 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 34.20 0.00574 .002194 0.08 2.027 0.00 F0515P PAGE 2 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. 9 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 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 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 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 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 F0515P PAGE 3 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. 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 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 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 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 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 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 PROPOSED VALLEY BLVD STORM DRAIN SYSTEM 25'YEAR STORM LINE W - PALMETTO AVE. TO PARKING STRUCTURE DRIVEWAY FONTANA,CA (FILE: YALPAL2) 2681.75 I C XE JX 2693.21 I C H W E R 2704.66 I C H W E R 2716.12 1 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 E H R 2910.88 2922.34 I C W E H R 2933.79 2945.25 I C W E H R 2956.71 I C W E H R 2968.16 I W C E H R 2979.62 I W C E H R 2991.07 [ 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 [ W C HE R 3082.73 [ W C HE R 3094.18 I WC X R 3105.64 I X X R 3111,10 3128.55 3140.01 3151.47 3162.92 3174.38 3185.84 3197.29 3208.75 3220.20 3231.66 3243.12 3254.57 3266.03 3277.49 3288.94 3300.40 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 3449.33 3460.79 I X HE R 3472.25 I X X R 3483.70 I X X R 3495.16 [ 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 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 0 OUTFALL DETAIL 1, ra ' 110 R x 400 10. /Nj� ly rr Fx/ST ,oq`°6 ,°? -110° R 3 /N��°SFo BF rrp?' Bbl N CT L a SCS: 1„ =101 STORM. DRAIN OUTFALL NQE- ALL JOINTS AA ACENT TO THE EXISTING CONCRETE CHANNEL SHALL BE SEALED IN ACCORDANCE WITH CALTRANS STANDARD SPECIFICATIONS, CONCRETE STRUCTURES "SECTION 51-1,128 FILLED JOINTS" AND "SECTION 51-1.14 WATERSTOPS". 15.30' MATCH SLOPE OF EXIST. CHANNEL b- o`w° �c) 0 15.30' MATCH SLOPE OF EXIST. CHANNEL 11.44' 5.5'Hx120'W • s RECTANGULAR CHANNEL vi _0 24.54' 5.5'Hx120'W RECTANGULAR CHANNEL d - to -� O FO w — 12 Z RIGH PROFILE NTS .Bx 10' ri 0 ca ca � cV co CV 00 II it II j add �� �d gad CD rn N CD b g Z Z 11.44' 5.5'Hx120'W • s RECTANGULAR CHANNEL vi _0 24.54' 5.5'Hx120'W RECTANGULAR CHANNEL d - to -� O FO w — 12 Z RIGH PROFILE NTS .Bx 10' HEC-2 ANALYSIS N�3(3f�E�f3E�3E3E�E3E3E�E3Elf3E3E�f3f3E3E3E�E����3f�E3f3E3E�3E���3E3E��3E3E X HEC -2 WATER SURFACE PROFILES 3E x Version 4.6.0; February 1991 RUN DATE 09MAR92 TIME 07:48:37 x 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 4 U.S. ARMY CORPS OF ENGINEERS X HYDROLOGIC ENGINEERING CENTER x * 609 SECOND STREET, SUITE D x * DAVIS, CALIFORNIA 95616-4687 x x (916) 156-1104 x 09MAR92 07:48:37 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 XK*Xf**XXIX**XXX*X*X**X*XXIXXXXXXXXXX PAGE 1 THIS RUN EXECUTED 09MAR92 07:48:38 T1 I-10 CHANNEL 30 DEGREE CONFLUENCE ANALYSIS T2 25 YEAR STORM (IIOCNL2) T3 FONTANA, CA J1 [CHECK INA NINV IDIR STRT METRIC HVINS 8 WSEL F8 0 2 0 0 -1 0 0 0 106.06 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBN CHNIM ITRACE 0 0 0 0 0 0 -1 0 0 0 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 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 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 t07.92 121.8 AT 1 448 X1 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 09MAR92 01:48:37 X1 12 4 99.4 126.1 6.5 l 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 ll 0 GR 108.55 99.4 102.46 108.2 102.44 117.3 102.66 125.1 108.71 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 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 9T 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 XI 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 99.4 121.6 25 25 25 GR 108.06 99.4 102.78 107.65 102.78 113.65 107.94 121.8 XI 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 XI 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 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 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 X1 1237.4 4 100 121.3 25 25 25 GR 108.05 100 103.05 107.65 103.05 113.65 108.05 121.3 PAGE 2 125.8 120.5 09MAR92 07:48:37 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 108.14 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 Xl 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 PAGE 3 09MAR92 07:48:37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 9 OL08 OCH OROB ALOE ACH AR08 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 XPROF l CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS XSECNO 837.400 4.31 106.49 106.48 .00 107.91 1.43 .05 .00 3720 CRITICAL DEPTH ASSUMED .0 515.0 .0 .0 53.7 .0 .0 837.400 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 .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 XSECNO 962.400 7185 MINIMUM SPECIFIC ENERGY PAGE 4 09MAR92 07:48:37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV G GLOB GCH GROB 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 It 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 XSECNO 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 .00 108.55 448.0 .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. ll. 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 PAGE 5 09MAR92 07:48:37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV O 9L08 9CH 9ROB ALOE ACH AR08 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 XSECNO 15.000 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 XSECNO 16.000 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 it. it. it. 0 15 0 .00 13.15 133.07 XSECNO -983.100 START TRIG COMP -983.700 983.700 106.858 3301 HV CHANGED MORE THAN HVINS -983.700 4.47 106.86 .00 .00 106.88 .02 67.0 .0 67.0 .0 .0 56.2 .0 .01 .00 1.19 .00 .000 .013 .000 .000031 25. 25. 25. 0 0 0 XSECNO 1037.400 1037.400 4.23 106.86 104.01 67.0 .0 67.0 .0 .03 .00 1.27 .00 .000037 54. 54. 54. XSECNO 1062.400 .00 106.88 .03 .0 52.7 .0 000 .013 .000 0 17 0 .01 .00 108.00 .3 .1 107.92 000 102.39 101.08 .00 19.15 120.23 .00 .00 108.13 .4 .1 107.88 000 102.63 101.31 .00 18.91 120.22 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 .000039 25. 25. 25. 0 17 0 .00 18.75 120.14 PAGE 6 09MAR92 07:48:37 SEND DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L -BANK ELEV 0 8L08 9CH 9ROB 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 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 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 .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 67.0 .0 67.0 .0 .0 50.3 .05 .00 1.33 .00 .000 .013 .000043 25. 25. 25. 0 17 XSECNO 1147.400 .03 .00 .00 107.89 .0 .5 .2 107.89 000 .000 102.83 101.16 0 00 18.98 120.14 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 t0. 10. 10. 0 17 0 .00 18.99 120.15 *SECNO 1162.400 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 XSECNO 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 F .06 .00 1.42 .00 .000 .013 .000 .000050 25. 25. 25, 0 22 0 PAGE 7 09MAR92 07:48:37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L -BANK ELEV 0 SLOB OCH OROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELKIN 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 41.1 .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 .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 XSECNO 1790.000 1790.000 2.79 106.86 105.46 .00 106.95 .08 .01 .00 109.57 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 It 0 .00 14.49 117.90 PAGE 8 09MAR92 07:48:37 SEND DEPTH CWSEL CR[WS WSELK EG HV HL OLOSS L -BANK ELEV A GLOB BCH GROB ALOB ACH AROB VOL TWA R -BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR [TRIAL IDC ICONT CORAR TOPW[D ENDST 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 PAGE 9 09MAR92 01:48:37 HEC -2 WATER SURFACE PROFILES Version 4.6.0; February 1991 PAGE 10 THIS RUN EXECUTED 09MAR92 07:48:44 NOTE- ASTERISK W 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 .00 881.400 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 y 11.000 6.17 1.42 .59 .00 12.000 4.86 1.35 .45 .00 13.000 3.88 1.35 .32 .01 14.000 2.92 1.36 .24 O1 y 15.000 7.87 .30 .67 .01 16.000 7.90 .99 .67 .01 -983.700 1.19 .99 .12 .01 1037.400 1.27 .91 .13 .03 1062.400 1.30 .97 .14 .03 1087.400 1.32 .98 .14 .04 09MAR92 07:48:37 SEND 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 lE 1740.000 2.24 .64 .28 .13 1790.000 2.34 .94 .29 .14 1812.000 2.39 .97 .30 .14 PAGE 11 09MAR92 07:48:37 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 837.400 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 962.400 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 962.400 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 11.000 PROFILE= l CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1740.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 12 PROFILE FOR STREAM ANA, CA 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 COMOIS 837.40 0. 1 W RL E 5. 1 W RL E 10. I W RL E . 15. 1 W RL E . 20. I W RL E . 862.40 25. .1 W R L E . 30. .1 W RLE. 35. .1 W RLE. 40. .I W RLE. 45. .I W RL E . 887,40 50. I W RL E . 55. .I W RL E. 60. .I W RL E. 65. .I W RL E. 70. I CW RL E. 912.40 75. I W RL E. 80. 1 W RL E. 85, 1 W RL E. 90. I W RL E. 95. I CW RL E. 937.40 100. I CW RL E. 105. I CW RL E 110. I CW RL E 115. 1 CW RL E 120. I W R L E 962.40 125. 1 W R L E 130. I W R L E 135. I W RL E 140. 1 CW RL E 145. 1 CW R LE 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 13.00 170. I C W .E L R 175. I C. W.E L R 180. 1 C W.E L 14.00 185. I C W.E L 190. I C W E L 15.00 195. 1 C W E 200. I C W E 16.00 205. I C W E 210. C I W E L 215. C I W E L 220. C 1 W. E RL 225. C 1 W E L. -983.70 230. C I WE RL. 235. C 1 WE RL. 240. C I 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 275. C I WE R L 280. C I WE R L 1037.40 285. I C. WE R L 290. 1 C. WE R L 295. I C. WE R L 300. 1 C. WE R L 305. I C. WE R L 1062.40 310. I C. WE R .L 315. 1 C. WE R .L 320. 1 C WE R .L 325. 1 C WE R ,L 330. I C WE R .L 1087.40 335. I C WE R.L 340, I C WE R ,L 345. I C WE R L 350. I C WE R L 355. I C WE R L 1112.40 360. 1 C WE RL. 365. I C WE RL. 370. 1 C WE RL. 375, I C WE L . 380. 1 ,C WE L . 1137.40 385, I C WE L . 390. I C WE L . 1147.40 395. I C WE L . 400. I C WE L . 405. I C WE RL. 1162.40 410. I C WE R L 415. I C WE R L 420. I C WE RL. 425. I C WE RL. 430. I C WE L . 1181.40 435. I C WE L . 440. I C WE L . 445. I 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. 470. 1. C WE L. 475. I. C WE L. 480. 1. C WE L. 1237.40 485. I. C WE L. 490. 1. C WE L. 495. I. C WE L. 500. I. C WE . L. 505. 1 C WE L 510. I C WE L 515. 1 C WE L 520. 1 C WE L 525. 1 C WE L 530. I C WE L 1290.00 535. 1 C WE L 540. I C WE RL 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. I C WE R L 575. .I C WE R L 580. .I C WE R L 1340.00 585. .I C WE R L 590. .I C WE R L 595. .I C WE R L 600. I C WE .R L 605. [ 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. I 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. I C WE R L 665. 1 C WE R L . 670. I C WE R L . 675. I C WE R L . 680. 1 C WE R L . 685. 1 C WE R L . 690. I C WE . R L . 695. I C WE R L . 700. I C WE R L . 705. I C WE R L . 710. I C WE R L . 715. I C WE R L. 720. I C WE R L. 725. 1 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. 1 C WE R L. 755. I C WE R L. 760. I 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. I C. WE R L 795. 1 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. 1 C WE R L 840. 845. 850. 855. 860. 865. 870. 875. 880. 885. 890. 895. 900. 905. 910. 915. 920. 925. 930. 935. 940. 945. 950. 955. 960. 965. 970. 975. 980. 1740.00 985. C WE . C WE . C WE . C WE . C WE . C WE . C WE . C WE . C WE . C WE . C WE . C WE . C WE . .0 WE . .0 WE . .0 WE . .0 WE . C WE . C WE . .0 WE . C WE . C WE . C WE C WE . C WE . C WE . C WE C WE . C WE C WE R L R L R L R L R L R .L R L R .L R L R L R L R L R L R L R L R L R L R L R L R L R L R L R L R L R L R L R . L R L R L R. L PROFILE FOR STREAM ANA, CA 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 SECNO CUMDIS 990. 995. 1000. 1005. 1010. 1015. 1020. 1025. 1030. 1790.00 1035. 1040. 1045. 1050. 1055. 1812.00 1060. 105. 106. 107. 108. 109. 110. 111. I. C WE R L I. C WE R L I. C WE R L I. C WE R L I. C WE R L I. C WE R L I. C WE R L [. C WE R L I. C WE R L I. C WE R L I. C WE R L I C WE R L 1 C WE R L I C WE R L I C WE R L