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HomeMy WebLinkAboutTract No. 16120 Hydrology StudyHYDROLOGY STUDY TRACT 16120 SOUTHRIDGE VILLAGE For FIESTA HOMES PREPARED BY: Thielmann Engineers 221 S GLASELL ST Orange, CA, 92866 (714)744-9700 NS THIELMANN, RCE 25742 January 28,2001 CONTENTS PAGE CONTENT DISCUSSION FIG Al HYDROLOGY MAP Al STREET CAPACITY CHECK Q100 B1-B3 CATCH BASIN AND CONNECTOR PIPE CALC ATTACHMENT: APPROVED HYDROLOGY STUDY FOR TRACT 16110 DISCUSSION The majority of the hydrology study for this tract was completed as part of Tract 16110 and that approved hydrology study is attached and referenced. The only item not addressed in the original report is the catch basin at the end of the cul-de-sac and the capacity of Conifer Court. EXIST 24' RCP PER COY DWG 1603 SAT-2k: 4100=11.7 CFS =i ® %1NIETNO�' CFS INLET M3 7 Th . 010=2.6-CFS ..0100=6.4 CFS 010-2.5 CFS 1=4. 01DD=26.3 CFS.`. ��= �i`_. •. 010=10.2 CFS ! : • : 'i:, ,-., Thielmann Engineers 221 S GLASSELL ST ORANGE, CA 9288E (714) 744-9700, FAX (714) 744-9312 1/4 \(SETTLING,: BASINS ON, CONTRIBUTING` STORM DRAIN -EXISTING CI -re -EFT. C e/tt\r'CA-LC Vt. AT►0 1 GDt�1+F R- Cou27- /D - 'cps( q, oo) Q e/tPlt-c.►TR C M =• o' s) So) I:19 AIt - 5 - M C,5+‘4)1.5 + ►34+, 03 16.5 .6s t 3,212_ e6 IMO t lei cols Vitt- Chi2c.kec0 licf210) cis ti�� �E \919? 10,1/41C J o� Al la 1/1, (c) w/ rlerry p \ L' 4 5e . Oc Se T \) A- \b\►o ?-1 C/YTCN 13Mcatutoecdf2.- ()Leg- qb P ev '/O,.fcfs v- 5S9•Ppf H 6� e C VTe k Om 10 (42 5-; o6 1,2W,1V 92 SoG f 4 z1 9257/ g25:1 1 H((L=925,0( .CPP5- P 3 ) it y cJvd � ij ) /8 "tic P6-g 7 ,KT p'_ rj Z 9,,y o — / 0 =2?(/0l� gzP,57 C(Tc ( eAS'irj CA.eAcirt� coect1(,) 1'1 Ovli red If )io,y 4-P(4- re 219 N N NM 1111 11111 N all IMO MS NM 1111 N 11111 spuoE DTTgnd Jo. EI-S aan2Ta . Height of opening (h) in feet N u L b. a 7,4 . ? 1 k . �1ti 1 l 1- �. .,1 Ill.�.rittr,1 , ,i, 1, , J. . ru tie \ U.* ° o, P% -4 Na a ♦ Height of Opening \\(h) in inches \ \\ IV \ •--C. • Capacity per foot of length of opening (Q/L)\ in cfs per foot 0 0,k k N w k\ o; co Q. 1, 1 L 1. L. l. ,. l. i l , 1 j 1 1 1-Alt jilt t 11.1 I c' . S, NA' G S • . e o ti 4. en 03 c ��1.�.�► fh_ Ratio of depth of water at opening to height of opening (H/h) • , . . .41 •1 ti w 1 in ft/ft j l -� 1 1' r tin yd1 ti w A 1 HYDROLOGY STUDY TRACT 16110 SOUTHRIDGE VILLAGE For FIESTA HOMES PREPARED BY: Thielmann Engineers 221 S GLASELL ST Orange, CA, 92866 (714)744.9700 S THIELMANN, RCE 25742 SEPTEMBER 6,2001 CONTENTS PAGE CONTENT Al DISCUSSION FIG Al HYDROLOGY MAP A2-A4 RATIONAL METHOD HYDROLOGY Q100 A5-A6 RATIONAL METHOD HYDROLOGY Q10 A7-Al2 RATIONAL METHOD REFERENCE CHARTS Bl-B6 FLOW COMBINATION AND STR CAPACITY Cl-C3 CATCH BASIN CALCULATION Dl-D7 LINE A WSPG Dl-D7 LINE A WSPG D8-D12 LINE B WSPG D13-D17 LAT B-1 WSPG D18-D26 LINE C WSPG D27-D32 LAT C-1 WSPG D33-D36 LAT C-2 WSPG D37-D42 LIVE OAK LATERAL EXTENSION D43-D44 LOT 77 CMP INLET DISCUSSION Peak discharges were computed for the 100-year event. Where street capacity was a concern, Q10 was also calculated. The calculations are based on the San Bernardino County Hydrology Manual. Calculations are included to show that the 10-year discharge does not exceed the top of curb and the 100-year does not exceed the R/W. All pads are designed to be above the 100- year event. NM 1E1 I NM® EN 11111 MN MI all 11111 No. 937 811E Engineer's Computation Pad M RATIONAL METHOD STUDY FORM (MO , -Fvti cl P.- it4L(17 4 A T 717 Fv , Co M Ot I 0 SAN BERNARDtNO COUNTY HYDROLOGY MANUAL STUDY NAME: /00 -YEAR STORM I -HOUR RAINFALL (NCH)2 J �' LP; SLOPE O�/4 t Vf Calculated Checked by Dote by Data Pails of Concentration Point Area (Acres) Soil Type Div. Type Tt loin. Tc min. I In/hr Fa in/tr Fin avg. Q Total Flow Path LMOth Slope tt./It. v II./sec. Hydraulics and Holes Subarea Total i',' 1,8 A S (I 15 218 , y �( ,1 N \ IA a c...vox 216 1, a Goo i?° 8 H 171 —9c°\( 6� lt� 1,l a 2,8 Nn� / '3 9 � 71 UN� �S� � ,Z Zy,O'-P 11, S ��,r<<EY �o Ito ILvfL H-75`1 y4= IS/ - I 1) l 1 SF 12tCa 3,31 ,N if , f y g,5 STD l T i 1,y7 t A S' it it it i 22,(O ■■ A s iJA - f L.,1000/P7:` C-1 Z 3 3 )So 3.04 ty9 .(49 6tLi craEg � o C -a ► q COA .3 SP 18 0 2fl ( " (( 6 �a ■• A COM IN I�E� 53 =(01a it- a P 3, 23, 2 910 hI5 d'1 0% 1 II 7 = 8=0) C., iooa 2, 1 G, I !; S P I(0r5 2.85 ,`it I-iii to ■ 1 all NM -i NM N i — MN I MIN-- MI 1E11 NE MN iM RATIONAL, METHOD STUDY FORM SAN BERNARDINO COUNTY HYDROLOGY MANUAL STUDY NAME: /0 0-YEAR STORM I -HOUR RAINFALL (INCH)2 /�� D ; SLOPE _ Calculated Checked by Cola by Date Page Concentration Point Area (Acres) Soil Typs Div. Type Tt min. Tc min. I In/hr Fe in/tr Fai avg. Q Total Flow Path Leff. olh Slops ft./ft. V ft./sec. Hydraulics and Notes Subarea Total �` 976-�+5 i �� - ( �, �0 3 ' � UN 26 Z120 .,-� �;�y� s15 41 ado 001 2, VR 11-t C\icwHtl -- 9‘1? 12,E u II 32,E �,qI o�II b,-y9 16,� -3 ly 1 27,0 ,t ,, y w 0 33 3,3 moo to )p g,5 ► t E-( -- 67 LJ3,c It 'I 37► 1.77 ,(-15 ,119 o,6 ''J'77)2c1,9. _ c o N Ft-- JE 0 Ur 3 +E `� -- 50,6 I IIIR rs) fir, o ,003 (,,2 LPe acP L s 2� `Q y.3,ie A SF . - I �� ,1►75 ii Y ,yq l c, 236 - ,00` - G 3 .� 9 2 e-cP ---co?,9 37,7 7 up?)3$,7 1,73 1149 ►� i y�y IN Pr/ 6•4 G=lava M. 6 C-3 2,% 2, % f UNO' (7,0 2 3 y9 it.{q ',5 2.f y I�o 3,1 2-,T&9! C- i I ,i Lti 5 A E I�, 12�4`1 ,4 �I ly7 , , S 8 ' L 5 2,C L, 5 >, SE 10.6 3,TO , Lt`f ,y'l 7.r — (...= 6s0 , Go ; 3,g F, A UND 2 921k' 9 ,N9 6 it 7.41 k ' e " P vt=c.vP ;:0— F U rOg. C.o001T10r) W,L L `i/(R. 019 11 .- f 77,) M A M INN MI RATIONAL METHOD STUDY FORM SAN BERNARDINO COUNTY HYDROLOGY MANUAL STUDY NAME: /00 -YEAR STORM I -HOUR RAINFALL (YIC0= � 13 ; SLOPE za Calculated by Dolt Checked by Dote Page of Conc.ntratlon Point Aro. (Aer.s Subarea Total Soil Type Der. Type Tt min. F 3 'II 3 �l,1 c 13 3 8 I7, co A ci, I 2 it 7 13 ur1O I I Tc min. I In/hr F. In/hr F s� avq. Q Total Flow Path Slops Length it./ft. te it./sec. Hydraulics and Notes I2 349 a,2'7 P 0.27 1215 (tn.& L-�oO 1245.-q4S )9 13, g 3,2.7 3,21 .21 ILI 0,2-7 0131 37.S Li5,9 930 SD ----- .3 Zo' ti �7 VA-,- e 240 71 5 H,Z 3.14 (' 7 v, 30 00 % sP 120 3y� ,L(Y. 10,( L=ZDO M — 9 0-125 V�� 1sv 3,d6, 0,1.7 ,27 /0,3 /k) At 6A 1SO 0,3 06 A- sP $01 L Y ,KN L Z LSO I-f 9 I - q 3Ls a, RATIONAL METHOD STUDY FORM t— um no l Ns o .ter me Oh an an u s _c mu in ,i awl sF_ O , S8 co'=d,10 ,ALL so/ SAN BERNARDINO COUNTY HYDROLOGY MANUAL STUDY NA1AE. /0 -YEAR STORM l l0 �� RAINFALL (4CH)z A)),9A . ,SLOPE /� / / (O calculated Checked by Date �2 HiOUR by Date Page Concentration Point Area (Acres) Soil Type Day. Type Tt on in. Tt mina I in/hr re in/tv F• avg. Q Total/ Flow Path Length Slope ft./ft. V ft./sec. Hydraulics and Notes Subarea Total A -I i, /, 0 A SF 7o151,611 ISO 1ST 10 (��2LIr L=ioao 2,�oo 2.1 oG 0 /. 7% -2. 41 2,q A- /9,3 117Y P. 1/ 3, (a s'rame , Ft-oyi sf 310 p= v,3. ST c_= gia/ H� s9 - �, y �,s, 15- / 3 Z 3, 2 A ,14 2, zy , sv ,.sue 41, S 5- 2 4 718 A SF iso 7,02 // 1, V, / 5_3. S A fF ,, /2,.; L.� /oov ii r C —/ 2► 3 213 A s F 202 ,5� r�� �.� 3, /S; 7 o, Sg'fig' 2� SF-& -e1I � T, c..0. 0 Z A SF /8;y ,79' I 3 5 5� O .k.o w 0 = 0.45 du Age4-- C7Giv I/z90 h �, Z 3 , 2 A Cv� %27S�, l0 7( _qyy �-> -N / 211 5r MI .1-0 ,YY 2, /Gs off 1,11A row on we RATIONAL METHOD STUDY FORM 1•11 MIL - NM MIMI ?2 uk)fl i4// J)/L- SAN BERNARDINO COUNTY HYDROLOGY MANUAL STUDY NAME: /o -YEAR STORM I -HOUR RAINFALL (WCH)= i SLOPE=y� Calculated Checked by Dole by Dote Poi• of Concentration Point Area (Acres) Soil Type Cow. Type Tt min. Tc rein. I in/hr Fat in/M F. avg. Q Total Flow Path Lei, I Slops tt./it. V th jese. Hydraulics and Notes Subarea ' Total 4 -y 9 L(5 S' /, 1 1,--i s 58 672. C=5 ; 2,s z►S fir S'F OD 25er ,s sP- L(t5 lit cite; 1 Hw•M•.• • • • I 1 • • .•; {•Y.jo• A-9 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 4.4 2 _ ^r r _'- nl !I 1.i,l irll aim u nues secs wu t. +, l I' ...,..1 ..,e...',,1lirnI,/. 1 llii,-i.-l.i{ ,I'tJrlif• 1' T 8 9 10 20 STORM DURATION (MINUTES DESIGN STORM FREQUENCY = ONE HOUR POINT RAINFALL = LOG -LOG SLOPE = • G PROJECT LOCATION = -re YEARS O.$ FINCHES 114 0 SAN BERNARDINO COUNTY HYDROLOGY MANUAL 30 40 unNUS it 11' Tr 50 1• 'I • 60 !i , 70 80 90 INTENSITY — DURATION CURVES CALCULATION SHEET n_a FIGURE D- 3. TONIO� 0 UPCAN D' IT •,rt+vot RIALTO inFONTAN ingliMfia plffigragfille awm • .��_` TON Ettair CRESTMOIIE L 4 — 1_2 aha MaSw REDLANDS —_ SAN SERNA DINO • RIVERSIDE , .COUNT �1 r LESI MTN ham... I RE?' 1 Jff 1s 2 -4- 29 - • 1.9 TIN —— LT Namili • k • — g • 41Kelln16111P .• REQIPN, 4 1'*[aoR's •1' R3 LAN[ L 1000 9 00 — 700 - E Tc' — 100 — 90 MEM —500 — 400 —350 — 250 200 Imm — I50 Mo- m Imo — I 0 0 c E c H 0 I- - 80 70 NMI -- 50 35 LIMITATIONS: I. Maximum length s 1000 Feet Tc 2. Maximum area 10 Acres r 500 400 300 too 100 40 30 to 6- 8-� 9— MIN c o. K PL 30 Undeveloped _-0 Good Cover — 25 Undeveloped Fair Cover — 20 = 19 =18 —17 - 16 -I5 --14 13 ` 12 — II I0 Undeveloped0 Poor Cover -b -20 Single Family0 (5-7 DU/AC) -se Commercial (Paved) A\ PI pevelopment 9 80- Apartment 75- Mobile Home 65- Condominium 60- Single Family - 5,000 ft2 Lot 40- Single Family-I/4 Acre Lot 20- Single Family- I Acre Lot 10 - Single Family- 2 I/2 Acre Lot EXAMPLE: (I) La 550', Ha 5.0', Ks Single Family (5-7 OU/AC) Development, Tcs12.6 min. (2) Ls 550', Hs 5.0', Ks Commercial Development, Tcs9.7 min. 8 — 7 — 6 — 5 — 4 .rs 90• I IO 44*/E4 1I- 3 t eA 13 I • — -KEY. L-H-Tc-K-Tc' SAN BERNARDINO COUNTY HYDROLOGY MANUAL 15 1 17 18 19 20 25 30 — .35 — 40 — G U. TIME OF CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA Fioure D-I an int sat\ imp ma gni Ow 110 Oat Ali Pit on Ian "'EFL E-reawm.movI ro mo._ _ = - sill li I�� I a-147.45frirojewi- i1 IIIIiJ_..,� —.i• il'—r; .l-H 1.1I 11 IIT�I 11 11',� 11' I I I r I li 1� I V y II 1_I_.�I N I I' � TIufiil I� aI1111 1I'i,_.y 171111,1 j l I 1i :; r,Im Il� IIII II WI 9 10p00 20000 3 4 5 6 7 8'-9 VELOCITY- DISCHARGE -SLOPE RELATIONSHIPS srAEETTLER® No. 937 811 E Engineer's Computation Pad Tv() i1 v/V/0wo -D (V9-7.2 I 1 I 1 1 1 Q00 FLOUJ I3`\) /ak)O C0OFLU€t\) • CALcvLAT) o — )N�Eis I ) 2 ]3 .E-F l_ 12, 3 2, s= 9 , ,6-10,9 (.1,7 Q /Q = io,/ /00: /9,5 V tttzsl - N N nS ti it 3 J l- r N � 11 Q-_ Q10- g,toL Q100 5"/ 7 Flaw R YCove ceOf A) I?V T rt Lou . 5L L= STo L`—C ( CAP 01J Cr() ci ©wtJ 7,6CF `' -rao TC " C1 77 crs Q% (/k) = Zo,32?-: QIToSD0 HSQ Oki —7,6= 2,sCF1 r()VT I 0 I *5— 74 i of 9 c F, I ► 2 + G , 6 \ O, 2i v 2,F6+1715-2(,,3Cp/o c► 0 ; 9)2-- E q 1 v0 = k e No4e_ if ctIanie TC FO(L P10c0 ?v-P e 1 ) t I 1 ( CA-ML-c 1 /r ST Q100 Project Description Project File Worksheet Flow Element Method Solve For Cross Section for Irregular Channel C Re{-1- -ro elze LA) kJ qPiCK Or 1,t/ALK/4Li c:\apps\haestad\fmw\jens.fm2 STREET 2% CROSSFALL Irregular Channel Manning's Formula Discharge Section Data Wtd. Mannings Coefficient Channel Slope Water Surface Elevation Discharge 100.2 100.1 100.0 F 99.9 0 Lu— 99.8 99.7 99.6 99.5 0 0 5.0 10.0 15.0 Station (ft) 0.015 0.005000 ft/ft 100.14 ft 20.26 cfs 77 20.0 25.0 07/10/01 I05:02:01 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.13 Page 1 of 1 CAM Q oHHA 5'T Cg 1- Cross Section for Irregular Channel CAP/kcir To -roP of C01243. Project Description Project File Worksheet Flow Element Method Solve For c:\apps\haestad\fmw\jens.fm2 STREET 2% CROSSFALL Irregular Channel Manning's Formula Discharge Section Data Wtd. Mannings Coefficient Channel Slope Water Surface Elevation Discharge 100.2 100.1 100.0 E 99.9 C 0 Lem c0 99.8 99.7 99.6 99.5 0 0 5.0 10.0 15.0 Station (ft) 0.015 0.005000 ft/ft 100.00 ft 9.74 cfs 20.0 25.0 13 3 07/10/01 04:58:26 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.13 Page 1 of 1 C.ftHEL-L-1tt ST Q100 Cross Section for Irregular Channel CAPAcirY To cOt Project Description Project File Worksheet Flow Element Method Solve For c:\apps\haestad\fmw\jens.fm2 STREET 2% CROSSFALL Irregular Channel Manning's Formula Discharge Section Data Wtd. Mannings Coefficient Channel Slope Water Surface Elevation Discharge 0.015 0.005000 ft/ft 99.97 ft 7.62 cfs Elevation (ft) 100.2 100.1 100.0 99.5 0 0 5.0 10.0 15.0 Station (ft) Ca#1_ 17-(f '77 20.0 25.0 I07/10/01 05:10:01 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.13 Page 1 of 1 Q10 VILLAGE DR Cross Section for Irregular Channel Project Description Project File Worksheet Flow Element Method Solve For c:\apps\haestad\fmw\jens.fm2 STREET 2% CROSSFALL Irregular Channel Manning's Formula Water Elevation Section Data Wtd. Mannings Coefficient Channel Slope Water Surface Elevation Discharge 100.3 100.2 100.1 0.015 0.005000 ft/ft 99.94 ft 6.00 cfs Cf3, 2 13.5 CPO V/66 4-C& 0 0 5.0 10.0 15.0 20.0 Station (ft) 25.0 30.0 35.0 07/21/01 04:12:18 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.13 Page 1 of 1 C]1O0VILLAGE DR Cross Section for Irregular Channel Project Description Project File VVoMhoheet Flow Element Method Solve For fm2 STREET 2% CRO8GFALL Irregular Channel K8anning'n Formula Water Elevation Section Data VVb1.K8anningmCoefficient Channel Slope Water Surface Elevation Discharge 0.015 0.005000ft/ft 100.11 ft 17.50 cfs 100.3 OO 5.0 10.0 77 ;� �� �� [ .|� �� ��- . 01c)�� 15.0 20.0 Station (ft) ` ` 25.0 30.0 or/21xn ]� 04:10:09pm `- *aootauMethods, Inc. orBrookside Road Waterbury, ornorno (203) 755-1ee6 Page 1 of 1 FlvwMoote,va10 ON Si OS ON OM MR MI IPA al ma an fat pio Om ins as Os am ' E 'LER® Na 9" 811 E Engineer's Computation Pad N • C--I 1 i CATC M 0/ I IQ s(Z 10G INLET tib Q l on (?)(Q) 2� C 'p p ovi osp SurIP f?AriNs Sibs IoL ET 1 I' 7 2,1 Iy 2 I s-,5 2 Li (01 5 3 IS,`( 2,q 61 S 7 -Qet2-1mEre ._ 01A (') USe_ C HP INLETS 2e-p D 12-09 .h Li «17 3,0 3,9 H 2 SA 30 3,0 )0 3.2. Y 513 2q.91 ?,b ICE ? 2 5� 6 FuTU►2-E 7 fu-ru E S g7, 3 ?,0 12, q 3,°1 5 `f' 9 10,E 1, 0 -, 5 11 I `i / F L o O3_ g Y CATCH AS i\LS to /ag g6/ Qrzr (1 Ic T Fvyoac( GGi ppc, � ev Qo'-E- ry u s1:3P - (, cc fe.) C S U ry y coo d corN - v im C M P { e-4 u -e (..0 weir rlvw avoulAd h-oVtYIAtiqV) C-t, 7/2. C�3,� Q k, a e / 7. I� o' 4 NYh - 3.6 III. SIM IPIN gill Sill NI MEI (1111111, OM Olin If/111 lila 11111 all. Olt SI. Ills Et-S aan2td uotssaadea Ipoorl Di app.xs gaaags Height of opening (h) in feet N V. i,► a, ;1 00 �o n • r I • I . 1 I % i 1 14. ). I. Ill Il , [I, i k 1 } `.� i Height of Opening \h) in inches \ \ \ t• Capacity per foot of length of opening (Q/L)\ in cfs per foot O ti w $: [u t �\ 01 , o II a I t 1 t It1t11111 1 I I, I' �_1.11 , �% " ••S • 0 `,S •s , (*c Ratio of depth of water at opening to height of opening (H/h) in ft/ft lu # O► 03 • • • I T • • '. • 1 T .1 • • • ' � I I I I 1 I in V O b kAJ Page G-24 RESSION 110 50 40 30 ...PIINIIi ' 'R T; I;Iwi111n1i�= ?:I Y'1 I•i!! wII:::L. .InISi " ' I��'tr&A-r1 1111 IIIUH! �►NIu11�i■ lull 1 NI "•i '•:'-i1il mar.a !niunid=e � ,'11 ,,,,I�•�fl ii11111181111i1 w..!■ jug!! iM �111iuWinllaa 3r r jug!! NINNY i11111it811%i t11 II II.I�.r ■ • l�'_Ia i° /i.''l.il mii'uliii .j. i INII I1I1P N■ 1�1Hl lilt11i1MM tails + II.I: ll.lul IIul■1n1Muu1M11-- Ij1I n tP (U.ilIIIIHII- r ■1 11111y.5�iF+;;i'le°ei:�.ilni•"3:: .:..-- !li!inilillllllll;i�llll /111111i a 1 11'.If hI1 i111 i 1II:1 II It 111 i 11I I I1 S • 4 . At 19111111,111.!�I�u11111111M� / . / ��,ii:e itl71Nt111�:.�1`II . 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EI■I•I .1l■111I1MOO-AM AILI1...inu. 1111 ■nisi _ ni rr+ , t .1 it: •alt ■ _ . g. a I i'llil �ppIa '/ 1 AM11x11nlnGII■OIIII■IIn 11N lnxlllll/lll l■IuIIInn'l'P:/nlil MI KiInuItUIWWIIIO.■IIUWU 1/1111111111n1■ l■ll1l :Ii1111:a II r/tltlllllllllllF IIIUIIIuunln'111111nnnnUll IIIMIMAlllllaiI IIIIIIIIIIIIBr./11II11IIu1111111 t11111111111U1o.- IuMillli1 Iltia IIIl11nx1I11'AIlIuaIIuIIIplul IIII IIIIIIIIII Yi:I 111111111111111 MI IIIIIIIlIIIrI1111111I11111111111 111111111111111111:1 III1I11111111■11 ■ IUIt1 11r.111111111pIIII111Mu IIIIIIIIIIIIIIplltpl1111111111111•■ .2 .3 GUTTER FLOW, DEP .A .7 .S .! 1.0 -D (FEET) 20 10 CURB OPENING CATCH BASIN CAPACITIES STREET SLOPE ■.01 D- IOB 111111 NS INN NMI NM INN MB MI INK RR INK MN NMI On 111111 01 INN No. 937 811E SWEETILER® Engineer's Computation Pad aSTAEDMER® No. 937 811E Engineer's Computation Pad um en e 111111 MI MN OM MI OPP ON t 0111 ea DATE: 7/22/2001 TIME: 15:38 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 12 4 1.00 CD 15 4 1.25 CD 18 4 1.50 CD 24 4 2.00 CD 27 4 2.25 CD 30 4 2.50 CD 33 4 2.75 CD 36 4 3.00 CD 39 4 3.25 CD 42 4 3.50 CD 45 4 3.75 CD 48 4 4.00 CD 51 4 4.25 CD 54 4 4.50 CD 57 4 4.75 CD 60 4 5.00 CD 63 4 5.25 CD 66 4 5.50 CD 72 4 6.00 CD 75 4 6.25 CD 78 4 6.50 CD 84 4 7.00 CD 87 4 7.25 CD 90 4 7.50 CD 96 4 8.00 CD 102 4 8.50 CD 108 4 9.00 CD 114 4 9.50 CD 120 4 10.00 r� — 1111 1 ■r all all all all Mr ON Ma M - - —0111 Oa HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING LINE A CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE A - M 'OM US MI M ME ON OR M Olt MO O O OM MN all NS F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 971.37 935.24 36 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT 983.37 935.26 36 ELEMENT NO 3 IS A REACH * * * U/S DATA STATION INVERT SECT 1004.94 935.34 36 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT 1093.47 935.70 36 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT 1193.86 936.10 36 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT 1420.76 937.01 36 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT 1476.36 937.23 36 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT 1503.70 937.34 36 W S ELEV 941.90 N RADIUS ANGLE ANG PT MAN H 0.013 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.013 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.013 90.00 56.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.013 396.00 14.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.014 0.00 0.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.013 1005.00 3.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.013 22.50 45.00 0.00 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1503.70 937.34 36 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC - NM r w MO Oil NO NM --- OM - OM U- OM - - LICENSEE: THIELMANN ENGINEERS F0515P WATER SURFACE PROFILE LISTING LINE A CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE A STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV L/ELEM SO PAGE 1 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER SF AVE HF NORM DEPTH ZR 971.37 935.24 6.660 941.900 11.7 1.66 0.043 941.943 0.00 1.085 12.00 0.00167 .000308 0.00 983.37 935.26 6.644 941.904 11.7 1.66 0.043 941.947 0.00 1.085 21.57 0.00371 .000308 0.01 1004.94 935.34 6.570 941.910 11.7 1.66 0.043 941.953 0.00 1.085 88.53 0.00407 .000308 0.03 1093.47 935.70 6.244 941.944 11.7 1.66 0.043 941.987 0.00 1.085 100.39 0.00398 .000308 0.03 1193.86 936.10 5.879 941.979 11.7 1.66 0.043 942.022 0.00 1.085 226.90 0.00401 .000357 0.08 1420.76 937.01 5.050 942.060 11.7 1.66 0.043 942.103 0.00 1.085 55.60 0.00396 .000308 0.02 1476.36 937.23 4.848 942.078 11.7 1.66 0.043 942.121 0.00 1.085 27.34 0.00402 .000308 0.01 1503.70 937.34 4.753 942.093 11.7 1.66 0.043 942.136 0.00 1.085 (-1GL It'd CA-rc i'*r i rJ 3.00 0.00 0.00 0 0.00 1.373 0.00 3.00 0.00 0.00 0 0.00 1.101 0.00 3.00 0.00 0.00 0 0.00 1.074 0.00 3.00 0.00 0.00 0 0.00 1.080 0.00 3.00 0.00 0.00 0 0.00 1.122 0.00 3.00 0.00 0.00 0 0.00 1.082 0.00 3.00 0.00 0.00 0 0.00 1.080 0.00 3.00 0.00 0.00 0 0.00 , -z_a G olre Lc) r5 1-H(nL IN cQ = W S + 1,2 Nv 9y7. 09 a- 11L 6,0Y) Gott -Qv FL = G y 2, 17 > ,1.47,1Lf oK M O 1111111 DIM On O NINA 111.1 M MN MN OM R MO ON OM O OR M LINE A CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE A 971.37 .I' C H WE R 982.23 993.10 .I C H WE R 1003.96 1014.83 I C H WE R 1025.69 1036.55 1047.42 1058.28 1069.14 1080.01 1090.87 1101.74 I C H X R 1112.60 1123.46 1134.33 1145.19 1156.06 1166.92 1177.78 1188.65 1199.51 I C H WE R 1210.38 1221.24 1232.10 1242.97 1253.83 1264.69 1275.56 1286.42 1297.29 1308.15 1319.01 1329.88 1340.74 1351.61 1362.47 1373.33 1384.20 1395.06 1405.93 1416.79 1427.65 I C H WE . R 1438.52 1449.38 1460.24 1471.11 1481.97 I C H X . R 1492.84 1503.70 I C H WE. R 935.24 935.93 936.62 937.31 938.00 938.69 939.38 940.07 940.76 941.45 942.14 Ulla MN i MN N M M N M NM M OM I NM MI ON I O E 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 VMAX FOR LINE A Worksheet for Circular Channel IA \\) Lo t *Ttr Project Description Project File Worksheet Flow Element Method Solve For c:\apps\haestad\fmw\jens.fm2 CIRC CHANNEL Circular Channel Manning's Formula Channel Depth Input Data Mannings Coefficient Channel Slope Diameter Discharge 0.013 0.0040 ft/ft 36.00 in 11.70 cfs Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow is supercritical. 13.0 in 2.29 ft2 3.86 ft 2.88 ft 1.09 ft 36.01 93.1_ft/ft 5.11 0.41 1.49 1.01 45.37 cfs 42.18 cfs 0.000308 ft/ft D7 07/22/01 FlowMaster v5.13 02:34:26 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 all N RIM OM US r r MI r MN ■r — r r OM MI No. 9.37 811 E STAFDTLER® Engineer's Computation Pad P r--- M M O MINI i W MI- M- M WIN MI S NM DATE: 9/10/2001 TIME: 21: 3 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 12 4 1.00 CD 15 4 1.25 CD 18 4 1.50 CD 24 4 2.00 CD 27 4 2.25 CD 30 4 2.50 CD 33 4 2.75 CD 36 4 3.00 CD 39 4 3.25 CD 42 4 3.50 CD 45 4 3.75 CD 48 4 4.00 CD 51 4 4.25 CD 54 4 4.50 CD 57 4 4.75 CD 60 4 5.00 CD 63 4 5.25 CD 66 4 5.50 CD 72 4 6.00 CD 75 4 6.25 CD 78 4 6.50 CD 84 4 7.00 CD 87 4 7.25 CD 90 4 7.50 CD 96 4 8.00 CD 102 4 8.50 CD 108 4 9.00 CD 114 4 9.50 CD 120 4 10.00 vc) �t N N ON r -r N NE E- N EN r EN NM r ON INN HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING LINE B CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE B NM 1 r- 1 i r NM N-- N 1 I H all F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION 1000.00 ELEMENT NO 2 IS A REACH U/S DATA STATION 1019.04 ELEMENT NO 3 IS A REACH U/S DATA STATION 1054.39 ELEMENT NO 4 IS A REACH U/S DATA STATION 1375.75 ELEMENT NO 5 IS A REACH U/S DATA STATION 1388.91 ELEMENT NO 6 IS A JUNCTION U/S DATA STATION 1393.58 ELEMENT NO 7 IS A REACH U/S DATA STATION 1397.64 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION 1429.29 * * INVERT SECT 933.09 48 * INVERT SECT 933.17 48 * INVERT SECT 933.31 48 INVERT SECT 934.60 48 * INVERT SECT 934.65 48 PAGE NO 2 W S ELEV 939.30 N RADIUS ANGLE ANG PT MAN H 0.013 45.00 45.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.013 1005.00 19.00 0.00 0 N RADIUS ANGLE ANG PT MAN H 0.013 45.00 46.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.013 0.00 0.00 0.00 0 * * * INVERT SECT LAT-1 LAT-2 N 935.17 36 36 0 0.013 * INVERT SECT 935.18 36 * INVERT SECT 935.31 36 * Q3 * Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 15.4 0.0 934.94 0.00 45.00 0.00 RADIUS ANGLE ANG PT MAN H 0.013 0.00 0.00 0.00 0 RADIUS ANGLE ANG PT MAN H 0.013 0.00 0.00 0.00 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1429.29 935.31 36 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING **•WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 111111 N i --- In r I- NS EN-- In MN NB LICENSEE: THIELMANN ENGINEERS LINE B CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE B • F0515P WATER SURFACE PROFILE LISTING PAGE 1 STATION INVERT DEPTH W.S. Q 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 1000.00 933.09 6.210 939.300 30.9 2.46 0.094 939.394 0.00 1.650 4.00 0.00 0.00 0 0.00 19.04 0.00420 .000463 0.01 1.586 0.00 1019.04 933.17 6.152 939.322 30.9 2.46 0.094 939.416 0.00 1.650 4.00 0.00 0.00 0 0.00 35.35 0.00396 .000463 0.02 1.612 0.00 1054.39 933.31 6.037 939.347 30.9 2.46 0.094 939.441 0.00 1.650 4.00 0.00 0.00 0 0.00 321.36 0.00401 .000463 0.15 1.606 0.00 1375.75 934.60 4.909 939.509- 30.9 2.46 0.094 939.603 0.00 1.650 4.00 0.00 0.00 0 0.00 13.16 0.00380 .000463 0.01 1.630 0.00 1388.91 934.65 4.865 939.515 30.9 2.46 0.094 939.609 0.00 1.650 4.00 0.00 0.00 0 0.00 JUNCT STR 0.11135 .000501 0.00 0.00 1393.58 935.17 4.405 939.575 15.5 2.19 0.075 939.650 0.00 1.256 3.00 0.00 0.00 0 0.00 4.06 0.00246 .000540 0.00 1.443 0.00 1397.64 935.18 4.398 939.578 15.5 2.19 0.075 939.653 0.00 1.256 3.00 0.00 0.00 0 0.00 31.65 0.00411 .000540 0.02 1.250 0.00 1429.29 935.31 4.285 939.595 15.5 2.19 0.075 939.670 0.00 1.256 3.00 0.00 0.00 0 0.00 H G L 10 C =-* W S" f M v -k - 0 + \k (i ijk). r3c:?, 70 Qe0D ro O i4)12 k N r ' M MI NS EN M 111111 MIN NM 1000.00 .I 1008.76 1017.52 1026.28 . I 1035.04 1043.81 1052.57 1061.33 1070.09 1078.85 1087.61 1096.37 1105.13 1113.89 1122.65 1131.42 1140.18 1148.94 1157.70 1166.46 1175.22 1183.98 1192.74 1201.50 1210.26 1219.03 1227.79 1236.55 1245.31 1254.07 1262.83 1271.59 1280.35 1289.11 1297.87 1306.64 1315.40 1324.16 1332.92 1341.68 1350.44 1359.20 1367.96 1376.72 1385.48 1394.25 1403.01 1411.77 1420.53 1429.29 LINE B CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE B I C H WE C H W E C H WE R c H WE R C H W E . JX I C H WE . R I C H WE . R I C H WE . R 933.09 933.75 934.41 935.06 935.72 936.38 937.04 937.70 938.35 939.01 939.67 Ell INN OM MN N NM INN EMI MI 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 III MUM all MEI NMI Mil EMI NM 11•11 MO MI IMO EN MEM ��® No. 937 811E srA Ern" Engineer's Computation Pad MN MN 11111 NMI INN 1111 I EN EN 11111 NMI INN 111111 INN EN NM MN NM DATE: 9/10/2001 TIME: 21:11 F0515P • WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE. NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 3 0 0.00 2.00 3.50 0.00 0.00 0.00 CD 12 4 1.00 CD 15 4 1.25 CD 18 4 1.50 CD 24 4 2.00 CD 27 4 2.25 CD 30 4 2.50 CD 33 4 2.75 CD 36 4 3.00 CO 39 4 3.25 CD 42 4 3.50 CD 45 4 3.75 CO 48 4 4.00 CD 51 4 4.25 cb 54 4 4.50 CD 57 4 4.75 CD 60 4 5.00 CD 63 4 5.25 CD 66 4 5.50 CD 72 4 6.00 CD 75 4 6.25 CD 78 4 6.50 CD 84 4 7.00 CD 87 4 7.25 CD 90 4 7.50 CD 96 4 8.00 CD 102 4 8.50 CD 108 4 9.00 CD 114 4 9.50 CD 120 4 10.00 -4 HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F.0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING LAT B-1 CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LAT B-1 PAGE NO 3 ION NMI MI NMI 11111 NMI NM MIN Bill 11111 INN ME =II 1=1 INN =I NM F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1002.43 934.94 36 939.58 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1036.08 935.06 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT _ W S ELEV 1036.08 935.06 36 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC NM I= NM NM UN Mt EN En NE an an INK NM NMI all NMI INN IIIII LICENSEE: THIELMANN ENGINEERS F0515P PAGE 1 WATER SURFACE PROFILE LISTING LAT B-1 CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LAT B-1 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 1002.43 934.94 4.640 939.580 15.4 2.18 0.074 939.654 0.00 1.252 33.65 0.00357 .000533 0.02 1036.08 935.06 4.538 939.598 15.4 2.18 0.074 939.672 0.00 1.252 3.00 0.00 0.00 0 0.00 1.294 0.00 3.00 0.00 0.00 0 0.00 I4a_ ( N c.n = 31 , t- , 1,z C . U7) q5467 u\A-2 o1C 1 all M M NNE Wilt M MIX I N NM I MI all IS 11111 11111 OM ** WARNING NO. 22 ** - NO PLOT GENERATED, BAD DATA OR NOT ENOUGH POINTS, 3 OR LESS A UN Will OM EN MI NS NM �� No. 937 811 E STAEETIEngineer's Computation Pad OM MN I all all w Mr I I NM all MN WM- MN MI all OM E DATE: 7/24/2001 TIME: 20:38 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 3 0 0.00 2.00 3.50 0.00 0.00 0.00 CD 12 4 1.00 CD 15 4 1.25 CD 18 4 1.50 CD 24 4 2.00 CD 27 4 2.25 CD 30 4 2.50 CD 33 4 2.75 CD 36 4 3.00 CD 39 4 3.25 CD 42 4 3.50 CD 45 4 3.75 CD 48 4 4.00 CD 51 4 4.25 CD 54 4 4.50 CD 57 4 4.75 CD 60 4 5.00 CD 63 4 5.25 CD 66 4 5.50 CO 72 4 6.00 CD 75 4 6.25 CD 78 4 6.50 CD 84 4 7.00 CD 87 4 7.25 CD 90 4 7.50 CD 96 4 8.00 CD 102 4 8.50 CD 108 4 9.00 CD 114 4 9.50 CD 120 4 10.00 1 r-- H I- 1 1 as r 1--- E- HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING LINE C CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE C F 0 5 1 5 P PAGE NO WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 2480.00 907.46 36 0.00 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3571.34 919.03 36 0.013 90.00 90.00 0.00 0 ELEMENT NO 3 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 3585.34 920.18 1 0.013 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3656.03 920.93 1 0.013 0.00 0.00 0.00 0 ELEMENT NO 5 IS A TRANSITION * * * U/S DATA STATION INVERT SECT N 3661.00 920.98 36 0.013 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3663.00 921.00 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 7 IS A JUNCTION * * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 3664.00 921.02 36 18 0 0.014 10.0 0.0 921.77 0.00 60.00 0.00 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3678.00 921.16 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 9 IS A REACH * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3735.23 921.50 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 10 IS A REACH * * U/S DATA STATION INVERT SECT 3786.88 921.81 36 N RADIUS ANGLE ANG PT MAN H 0.013 180.00 10.00 0.00 0 ELEMENT NO 11 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3820.99 922.03 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 12 IS A JUNCTION * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 3825.66 923.05 24 18 0 0.013 8.6 0.0 923.10 0.00 45.00 0.00 N MU NM I 1111 NM F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 13 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 3959.70 926.92 24 0.013 0.00 0.00 0.00 0 ELEMENT NO 14 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 4014.34 928.45 24 0.013 45.00 90.00 0.00 0 ELEMENT NO 15 IS A REACH U/S DATA STATION INVERT SECT 4034.97 929.02 24 * N RADIUS ANGLE ANG PT MAN H 0.013 0.00 0.00 0.00 0 ELEMENT NO 16 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 4034.97 929.02 24 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC N--- EN M- -- S 1- NS MI i 1 R LICENSEE: THIELMANN ENGINEERS F0515P WATER SURFACE PROFILE LISTING LINE C CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE C STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV PAGE 1 Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 2480.00 907.46 2.055 909.515 55.9 10.83 1.822 911.337 0.00 2.425 810.13 0.01060 .010613 8.60 3290.13 916.05 2.055 918.104 55.9 10.83 1.822 919.926 0.00 2.425 42.59 0.01060 .010621 0.45 3332.72 916.50 2.053 918.553 55.9 10.84 1.824 920.377 0.00 2.425 141.77 0.01060 .011290 1.60 3474.49 918.00 1.968 919.971 55.9 11.37 2.007 921.978 0.00 2.425 57.44 0.01060 .012703 0.73 3531.93 918.61 1.888 920.500 55.9 11.92 2.208 922.708 0.00 2.425 39.41 0.01060 .014327 0.56 3571.34 919.03 1.814 920.844 55.9 12.51 2.428 923.272 0.00 2.425 TRANS STR 0.08214 .013986 0.20 3585.34 920.18 1.445 921.625 55.9 11.05 1.897 923.522 0.00 1.994 2.82 0.01061 .012824 0.04 3588.16 920.21 1.441 921.651 55.9 11.08 1.908 923.559 0.00 1.994 39.17 0.01061 .013770 0.54 3627.33 920.63 1.374 922.000 55.9 11.63 2.099 924.099 0.00 1.994 28.70 0.01061 .015696 0.45 3656.03 920.93 1.310 922.240 55.9 12.19 2.308 924.548 0.00 1.994 TRANS STR 0.01006 .012195 0.06 3661.00 920.98 2.351 923.331 55.9 9.41 1.374 924.705 0.00 2.425 2.00 0.01000 .007436 0.01 3.00 0.00 0.00 0 0.00 2.055 0.00 3.00 0.00 0.00 0 0.00 2.055 0.00 3.00 0.00 0.00 0 0.00 2.055 0.00 3.00 0.00 0.00 0 0.00 2.055 0.00 3.00 0.00 0.00 0 0.00 2.055 0.00 3.00 0.00 0.00 0 0.00 0.00 2.00 3.50 0.00 0 0.00 1.546 0.00 2.00 3.50 0.00 0 0.00 1.546 0.00 2.00 3.50 0.00 0 0.00 1.546 0.00 2.00 3.50 0.00 0 0.00 0.00 3.00 0.00 0.00 0 0.00 2.101 0.00 IIIIII I I M Ell Mil 111111 1 INN M N M MINI Mill MI OM MINI MI IIIIII LICENSEE: THIELMANN ENGINEERS F0515P PAGE 2 WATER SURFACE PROFILE LISTING LINE C CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE C STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR *********************************************************************************************************************************** 3663.00 921.00 2.425 923.425 55.9 9.13 1.295 924.720 0.00 2.425 3.00 0.00 0.00 0 0.00 JUNCT STR 0.02000 .006925 0.01 0.00 3664.00 921.02 3.279 924.299 45.9 6.49 0.655 924.954 0.00 2.207 3.00 0.00 0.00 0 0.00 14.00 0.01000 .004736 0.07 1.830 0.00 3678.00 921.16 3.205 924.365 45.9 6.49 0.655 925.020 0.00 2.207 3.00 0.00 0.00 0 0.00 57.23 0.00594 .004736 0.27 2.210 0.00 3735.23 921.50 3.136 924.636 45.9 6.49 0.655 925.291 0.00 2.207 3.00 0.00 0.00 0 0.00 48.52 0.00600 .004736 0.23 2.200 0.00 3783.75 921.79 3.114 924.905 45.9 6.49 0.655 925.560 0.00 2.207 3.00 0.00 0.00 0 0.00 HYDRAULIC JUMP 0.00 3783.75 921.79 1.507 923.298 45.9 12.91 2.587 925.885 0.00 2.207 3.00 0.00 0.00 0 0.00 3.13 0.00600 .018875 0.06 2.200 0.00 3786.88 921.81 1.496 923.306 45.9 13.03 2.637 925.943 0.00 2.207 3.00 0.00 0.00 0 0.00 5.41 0.00645 .019543 0.11 2.137 0.00 3792.29 921.85 1.476 923.321 45.9 13.25 2.725 926.046 0.00 2.207 3.00 0.00 0.00 0 0.00 14.75 0.00645 .021333 0.31 2.137 0.00 3807.04 921.94 1.423 923.363 45.9 13.90 2.999 926.362 0.00 2.207 3.00 0.00 0.00 0 0.00 13.95 0.00645 .024253 0.34 2.137 0.00 3820.99 922.03 1.372 923.402 45.9 14.57 3.297 926.699 0.00 2.207 3.00 0.00 0.00 0 0.00 JUNCT STR 0.21841 .027235 0.13 0.00 3825.66 923.05 1.594 924.644 37.3 13.89 2.997 927.641 0.00 1.937 2.00 0.00 0.00 0 0.00 11.85 0.02887. .028642 0.34 1.590 0.00 MIN NM NM 1 NS - - -- w I- 1 MN M- i■■ - i LICENSEE: THIELMANN ENGINEERS F0515P PAGE 3 WATER SURFACE PROFILE LISTING LINE C CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE C STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 3837.51 923.39 1.595 924.987 37.3 13.88 2.992 927.979 0.00 1.937 2.00 0.00 0.00 0 0.00 122.19 0.02887 .027343 3.34 1.590 0.00 3959.70 926.92 1.680 928.600 37.3 13.24 2.721 931.321 0.00 1.937 2.00 0.00 0.00 0 0.00 8.41 0.02800 .025957 0.22 1.610 0.00 3968.11 927.15 1.689 928.844 37.3 13.18 2.696 931.540 0.00 1.937 2.00 0.00 0.00 0 0.00 46.23 0.02800 .024933 1.15 1.610 0.00 4014.34 928.45 1.792 930.242 37.3 12.56 2.451 932.693 0.00 1.937 2.00 0.00 0.00 0 0.00 20.63 0.02763 .023954 0.49 1.621 0.00 4034.97 929.02 1.937 930.957 37.3 11.99 2.231 933.188 0.00 1.937 2.00 0.00 0.00- 0 0.00 HGL IN LET (COP, toc,E!) WS= 936,b+). 9??6,9 N LINE C CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LINE C 2480.00 .I WCHE R 2509.34 2538.68 2568.02 2597.36 2626.70 2656.03 2685.37 2714.71 2744.05 2773.39 2802.73 2832.07 2861.41 2890.75 2920.09 2949.42 2978.76 3008.10 3037.44 3066.78 3096.12 3125.46 3154.80 3184.14 3213.48 3242.82 3272.15 3301.49 I WC H E R 3330.83 3360.17 I WC H E R 3389.51 3418.85 3448.19 3477.53 I WCHE R 3506.87 3536.21 I WCHE R 3565.55 3594.88 I WCHE TX 3624.22 I W X E R 3653.56 I WXE R 3682.90 I W X E R 3712.24 I W X E TX 3741.58 I X H E R 3770.92 I X H E JX 3800.26 I C HW E R 3829.60 I C HW E R 3858.94 I C X E R 3888.27 I C X E R 3917.61 I WCHE R _ 3946.95 I WCHE R �`^`lJ 3976.29 I WCHE R 4005.63 I WCH E R 4034.97 IWCHE JX ` INN EN I 907.46 910.03 912.61 915.18 917.75 920.32 922.90 925.47 928.04 930.62 933.19 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 SAE L No. 937 811E Engineer's Computation Pad � DATE: 7/24/2001 TIME: 21:16 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 3 0 0.00 2.00 3.50 0.00 0.00 0.00 CD 12 4 1.00 CD 15 4 1.25 CD 18 4 1.50 CD 24 4 2.00 CD 27 4 2.25 CD 30 4 2.50 CD 33 4 2.75 CD 36 4 3.00 CD 39 4 3.25 CD 42 4 3.50 CD 45 4 3.75 CD 48 4 4.00 CD 51 4 4_25 CD 54 4 4.50 CD 57 4 4.75 CD 60 4 5.00 CD 63 4 5.25 CD 66 4 5.50 CD 72 4 6.00 CD 75 4 6.25 CD 78 4 6.50 CD 84 4 7.00 CD 87 4 7.25 CD 90 4 7.50 CD 96 4 8.00 CD 102 4 8.50 CD 108 4 9.00 CD 114 4 9.50 CD 120 4 10.00 -I n INN Ell MIMI Mill NM MIN INN EMI II= NMI 10111 Eli NMI NMI MINI MO MN HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING LAT C-1 CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LAT C-1 MO NM I - M NW N M M M M .BM M UM 1 I N M F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT 1001.31 921.77 18 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT 1030.81 922.36 18 W S ELEV 914.30 N RADIUS ANGLE ANG PT MAN H 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1030.81 922.36 18 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC ERROR MESSAGE NO. 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS, W.S.ELEV = INV + DC - 11111 I IIIII, E Inn M Milt J M 1 I 111111 s M imip m ow LICENSEE: THIELMANN ENGINEERS F0515P PAGE WATER SURFACE PROFILE LISTING LAT C-1 CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LAT C-1 STATION INVERT DEPTH W.S. Q 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 *********************************************************************************************************************************** 1001.31 921.77 0.977 922.747 10.3 8.45 1.109 923.856 0.00 1.235 1.50 0.00 0.00 0 0.00 1.98 0.02000 .016574 0.03 0.920 0.00 1003.29 921.81 0.981 922.791 10.3 8.40 1.096 923.887 0.00 1.235 1.50 0.00 0.00 0 0.00 12.76 0.02000 .015559 0.20 0.920 0.00 1016.05 922.07 1.024 923.089 10.3 8.02 0.998 924.087 0.00 1.235 1.50 0.00 0.00 0 0.00 7.43 0.02000 .013860 0.10 0.920 0.00 1023.48 922.21 1.069 923.282 10.3 7.64 0.907 924.189 0.00 1.235 1.50 0.00 0.00 0 0.00 4.26 0.02000 .012384 0.05 0.920 0.00 1027.74 922.30 1.119 923.418 10.3 7.28 0.824 924.242 0.00 1.235 1.50 0.00 0.00 0 0.00 2.35 0.02000 .011118 0.03 0.920 0.00 1030.09 922.35 1.173 923.519 10.3 6.95 0.749 924.268 0.00 1.235 1.50 0.00 0.00 0 0.00 0.72 0.02000 .010034 0.01 0.920 0.00 1030.81 922.36 1.235 923.595 10.3 6.62 0.680 924.275 0.00 1.235 1.50 0.00 0.00 0 0.00 MIN M1111- - -' 1) i M l m -iusi i m i 'min LAT C-1 CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LAT C-1 1001.31 .I 1001.91 1002.51 1003.12 1003.72 1004.32 1004.92 1005.52 1006.13 1006.73 1007.33 1007.93 1008.53 1009.14 1009.74 1010.34 1010.94 1011.54 1012.15 1012.75 1013.35 1013.95 1014.55 1015.16 1015.76 1016.36 1016.96 1017.57 1018.17 1018.77 1019.37 1019.97 1020.58 1021.18 1021.78 1022.38 1022.98 1023.59 1024.19 1024.79 1025.39 1025.99 1026.60 1027.20 1027.80 1028.40 1029.00 1029.61 1030.21 1030.81 H E R E R W C H E W C H W C H X H E . R E . R E. R 921.77 922.02 922.27 922.52 922.77 923.02 923.27 923.52 923.77 924.02 924.28 S 1 nil 111111 INK N 1111111 1 1 N mill E E 1 1111111 II1M1 M 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 NB M Mt INN 1 111111 1111 N NMI 11111 1 MI �® No. 937 811 E PSTAFEWEngineer's Computation Pad M 11111 N N 0 11111 IND MIR 11111 B M 1 N N 1111111'-11111 - DATE: 7/25/2001 TIME: 7:40 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 3 0 0.00 2.00 3.50 0.00 0.00 0.00 CD 12 4 1.00 CD 15 4 1.25 CD 18 4 1.50 CD 24 4 2.00 CD 27 4 2.25 CD 30 4 2.50 CD 33 4 2.75 CD 36 4 3.00 CD 39 4 3.25 CD 42 4 3.50 CD 45 4 3.75 CD 48 4 4.00 CD 51 4 4.25 CD 54 4 4.50 CD 57 4 4.75 CD 60 4 5.00 CD 63 4 5.25 CD 66 4 5.50 CD 72 4 6.00 CD 75 4 6.25 CD 78 4 6.50 CD 84 4 7.00 CD 87 4 7.25 CD 90 4 7.50 CD 96 4 8.00 CD 102 4 8.50 CD 108 4 9.00 CD 114 4 9.50 CD 120 4 10.00 MINI MI 1111111 N 1111111 11111- ' 111111 M IIIIII IIIIII RIM MN M S e MIR HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING LAT C-2 CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LAT C-2 WM WM UM- r■ M MB WM M- r WM WO W-- MIR OM OW F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 1002.47 923.11 18 924.64 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1045.00 923.32 18 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 1045.00 923.32 18 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC MN I I NS --— I r MI W rNI MN !I MN In I S— LICENSEE: THIELMANN ENGINEERS F0515P PAGE WATER SURFACE PROFILE LISTING LAT C-2 CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LAT C-2 STATION INVERT DEPTH W.S. Q 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 *********************************************************************************************************************************** 1002.47 923.11 1.530 924.640 10.4 5.89 0.538 925.178 0.00 1.240 1.50 0.00 0.00 0 0.00 42.53 0.00494 .009802 0.42 1.500. 0.00 1045.00 923.32 1.737 925.057 10.4 5.89 0.538 925.595 0.00 1.240 1.50 0.00 0.00 0 0.00 NCB L / 0 CM f INLET OC, Sq(1(2-) 12�7f MR 1011 1111 111111 MN MI 11111 I 111111 11111 1 I ER® No. 937 811 E srAEun Engineer's Computation Pad poisN31X9 -110 Al1/7 M UM M MN- M r M N all r OM --- MI E MI M DATE: 7/25/2001 TIME: 11: 6 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 3 0 0.00 2.00 3.50 0.00 0.00 0.00 CD 12 4 1.00 CD 15 4 1.25 CD 18 4 1.50 CD 24 4 2.00 CD 27 4 2.25 CD 30 4 2.50 CD 33 4 2.75 CD 36 4 3.00 CD 39 4 3.25 CD 42 4 3.50 CO 45 4 3.75 CD 48 4 4.00 CD 51 4 4.25 CD 54 4 4.50 CD 57 4 4.75 CD 60 4 5.00 CD 63 4 5.25 CD 66 4 5.50 CD 72 4 6.00 CD 75 4 6.25 CD 78 4 6.50 CD 84 4 7.00 CD 87 4 7.25 CD 90 4 7.50 CD 96 4 8.00 CD 102 4 8.50 CD 108 4 9.00 CD 114 4 9.50 CD 120 4 10.00 0 r n 611- N M- r-- OM I OM MN OM OM OM I -MI5 MR ME HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - F 0 5 1 5 P WATER SURFACE PROFILE - TITLE CARD LISTING LIVE OAK LAT CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LIVE OAK LAT PAGE NO 3 - S In MN MO SI r UN 1 NM an a- en MB SR I NM In F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT W S ELEV 20040.00 931.28 42 936.50 ELEMENT NO 2 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 20190.00 932.30 42 0.013 0.00 0.00 0.00 0 ELEMENT NO 3 IS A JUNCTION * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 20192.00 932.33 42 18 0 0.014 3.4 0.0 933.00 0.00 45.00 0.00 ELEMENT NO 4 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 20390.00 933.20 42 0.013 0.00 0.00 0.00 1 ELEMENT NO 5 IS A JUNCTION * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N 43 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 20392.00 933.22 42 18 0 0.014 1.1 0.0 933.50 0.00 45.00 0.00 ELEMENT NO 6 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 20621.50 934.36 42 0.013 45.00 45.00 0.00 0 ELEMENT NO 7 IS A JUNCTION * * * * * * U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 20629.23 935.19 36 36 0 0.014 29.9 0.0 935.19 0.00 45.00 0.00 ELEMENT NO 8 IS A REACH * * * U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 20641.23 935.29 36 0.013 0.00 0.00 0.00 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS * * U/S DATA STATION INVERT SECT W S ELEV 20641.23 935.29 36 0.00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV INV + DC UN r E- r N IN NS- 1 1- NS N r 1 NS - - LICENSEE: THIELMANN ENGINEERS F0515P PAGE 1 WATER SURFACE PROFILE LISTING LIVE OAK LAT CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LIVE OAK LAT STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR 20040.00 931.28 5.220 936.500 64.4 6.69 0.696 937.196 0.00 2.516 3.50 0.00 0.00 0 0.00 150.00 0.00680 .004097 0.61 2.316 0.00 20190.00 932.30 4.815 937.115 64.4 6.69 0.696 937.811 0.00 2.516 3.50 0.00 0.00 0 0.00 JUNCT STR 0.01500 .004508 0.01 0.00 20192.00 932.33 4.922 937.252 61.0 6.34 0.624 937.876 0.00 2.448 3.50 0.00 0.00 0 0.00 198.00 0.00439 .003676 0.73 2.631 0.00 20390.00 933.20 4.811 938.011 61.0 6.34 0.624 938.635 0.00 2.448 3.50 0.00 0.00 0 0.00 JUNCT STR 0.01000 .004187 0.01 0.00 20392.00 933.22 4.842 938.062 59.9 6.23 0.602 938.664 0.00 2.425 3.50 0.00 0.00 0 0.00 229.50 0.00497 .003545 0.81 2.466 0.00 20621.50 934.36 4.601 938.961 59.9 6.23 0.602 939.563 0.00 2.425 3.50 0.00 0.00 0 0.00 JUNCT STR 0.10737 .003229 0.02 0.00 20629.23 935.19 4.377 939.567 30.0 4.24 0.280 939.847 0.00 1.775 3.00 0.00 0.00 0 0.00 12.00 0.00833 .002023 0.02 1.486 0.00 20641.23 935.29 4.301 939.591 30.0 4.24 0.280 939.871 0.00 1.775 3.00 0.00 0.00 0 0.00 HGL 10GGT 939.59 +IfZ C o12i) G3°11? MINI IIIIII r MI IIIII UM MI =I MN OM ale Ell IMO E SIN N MIMI INN 20040.00 .I 20052.27 20064.54 20076.81 20089.08 20101.35 20113.62 20125.89 20138.16 20150.43 20162.70 20174.97 20187.24 20199.51 20211.78 20224.05 20236.32 20248.59 20260.86 20273.13 20285.40 20297.67 20309.94 20322.21 20334.48 20346.75 20359.02 20371.29 20383.56 20395.83 20408.10 20420.37 20432.64 20444.91 20457.18 20469.45 20481.72 20493.99 20506.26 20518.53 20530.80 20543.07 20555.34 20567.61 20579.88 20592.15 20604.42 20616.69 20628.96 20641.23 LIVE OAK LAT CITY OF FONTANA THIELMANN ENGINEERS 7-21-01 Q 100 LIVE OAK LAT I I W E R C H W E JX I C H W E JX I C H W E R C H I C H W E W E . 931.28 932.14 933.00 933.86 934.72 935.58 936.43 937.29 938.15 939.01 939.87 S M N M r 1 M all M— OM M all MI NM 1 i= NM 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 STAMMER® No. Engineer's Computation Pad En INN 11111 In 937 811E C 3 r 1N LET Off.- LoT -77 CM p HE -.AD Loos P6V- Nomo6i2A1°M Q, S' / Hcoi_ e 11Q LET S'I 2 1 Iu co 0 se w el 12 FL (ik,) ► N "To P-ev rrc, e V = i x' i- 12, s / fr,Lt. owlN(, 6 l?Ep'jNf ,T -ror G' L r/ 3/Z = 2 .7 / 2, 5-6 ( SJ < /Z;0>//,717 1 C/0 Los Angeles County Flood Control District LENGTH ( FEET) 0 25 50 75 100 125 150 175 20C 1 1 DESIGN OF SPUN CONCRETE -CONNECTOR PIPES FLOWING FULL 0.5 0.7 ' 0.8 A 12+0.021L 'E::\\110 t 1.5 2.0 2.5 3.0 EXAMPLE H=1.0, Q=20, L= I25 3.5 USE D=27" 5 6 7 8 9 10 4.0 5.0 - 6.0 7.0 8.0 — 9.0 — 10.0 Catch Basin Area A ngth 20 30 \ 35 40 50 60 70 80 90 100 —Free water surface H ,-Hyd. grade line Storm Drain Page G-34 / r / /� Y \5 \3 ` 30 35 36` 0 25 50 75 100 125 • 150 175 2C D-30