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"iii ■ �� .. 0,31 °i.iui�Oriii� x =.. ■... ■vI1�I�pOit111�.■t .. unnxi�■ii0■u .N URN N � �mi ��j1I�Ei iii 1 NN •• E�v�pprpnpoi. rd 11■1��ii�a° °° � ■�, � 1 IIIp� 1�1� 1 111111 t u i IINN�I1111� � ■ ■■ I ■■ yyu�rr �■ ■t1 ■ ■1 rrui � 1 oil .eq��l n l 1 �i 01�� . /tlm� ql 1 1 ■ i� IIIR�N�ii ■ ■■11 ■� rim ■In u :2�e�??:�exi° • . tau ..:e ... --m-mm � °__�_ ■_ €lee- :�...: ?� @e:: ......- ....ra :.:. i : : :u.ii.7iiC-- ...i:.u........o.:. ii�r� m:.Ci.- iun■ii..C.... on ....... ■ rr . nomminn n ■ni:l■.riin. M D= DEPTH OF FLOW (FV. ABOVE 2 3 4 a Wo 00 90 so 70 60 50 40 50 0 0 9 6 7 "1,O C FIS 6 NORMAL GUTTER GRADE Los Angeles County Flood Control.District r �3 I p5 ' 2 -I 50' R/W 32 �I I 1 /411per /o 1 f O 2 0' I I/4 "per ft. 2 /o n = 0.015 15 5 DISCHARGE - C.F S. CFS ( OTAL FLOW IN STREET) RCFC a WCD HYDRCLCGY �IJJA lUA i 43,0 CFS RIVERSIDE WATER COUNTY FLOOD A N 0 CONSERVATION CONTROL DISTRICT VELOCITY DISCHARGE COUNTY STANDARD 32' ROADWAY 6" B 8" CURVES No. 106 CURBS J. 1 71 PLATE D -7.7 RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC &WCD) 1978 HYDROLOGY MANUAL ««««««« «« « ««« «««««« » » »» » » » » »» » » »» »»»»» (C) Copyright 1982,1986 Advanced Engineering Software [AES] Especially prepared for: SANBORN / WEBB, INC. «« ««« «« «« «« « ««««««« » » » » » »» » »» »»» »» »»»» * * * * * * * ** *DESCRIPTION OF RESULTS************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • TRACT 28019 IN THE CITY OF LA QUINTA • HYDROLOGY REPORT FOR THE 10 YEAR STORM EVENT ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------- - - - - -- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .00 10 -YEAR STORM 10- MINUTE INTENSITY(INCH /HOUR) = 2.770 10 -YEAR STORM 60- MINUTE INTENSITY(INCH /HOUR) = .980 100 -YEAR STORM 10- MINUTE INTENSITY(INCH /HOUR) = 4.520 100 -YEAR STORM 60- MINUTE INTENSITY(INCH /HOUR) = 1.600 SLOPE OF 10 -YEAR INTENSITY - DURATION CURVE _ .5799047 SLOPE OF 100 -YEAR INTENSITY - DURATION CURVE _ .5796024 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 1 -HOUR INTENSITY(INCH /HOUR) _ .9898 SLOPE OF INTENSITY DURATION CURVE = .5799 RCFC &WCD HYDROLOGY MANUAL "C"- VALUES USED << << << << << << << << << << << << << << <<<< << < < << >>>> >> >> >> >> >> >> >>>> >>>> >>>>>>>> >> >> >> Advanced Engineering Software [AES] SERIAL No. I0598I VER. 3.3C RELEASE DATE: 2/20/86 * E** k�c* Ir�c�F�rk�r1rFIIr49rkIcieFk�cylrk* ieick* iryk* F* kk�r*** tyFicytirickyFicirylrtr* ic�kEicic9r�rF�c�rE * *�e�r * * * * *t FLOW PROCESS FROM NODE 106.00 TO NODE 105.00 IS CODE = 2 ----------------------------------------------------------------------------- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT.IS APARTMENT TC = K *[(LENGTH * *3) /(ELEVATION CHANGE)] * *.2 INITIAL SUBAREA FLOW - LENGTH = 900.00 UPSTREAM ELEVATION = 42.65 DOWNSTREAM ELEVATION = 38.67 ELEVATION DIFFERENCE = 3.98 TC = .323 *[( 900.00 * *3) /( 3.98)] * *.2 = 14.5.00 10.00 YEAR RAINFALL INTENSITY(INCH /HOUR) = 2.255. - SOIL CLASSIFICATION IS "C" APARTMENT DEVELOPMENT RUNOFF COEFFICIENT = .8622 SUBAREA RUNOFF(CFS) = 14.02 TOTAL AREA(ACRES) = 7.21 TOTAL RUNOFF(CFS) = 14.02 FLOW PROCESS FROM NODE 105.00 TO NODE 104.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA ««< » » >USING USER - SPECIFIED PIPESIZE««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- PIPEFLOW VELOCITY(FEET /SEC.) = 2.9 UPSTREAM NODE ELEVATION = 38.67 DOWNSTREAM NODE ELEVATION = 38.25 FLOWLENGTH(FEET) = 210.00 MANNINGS N = .013 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 14.02 TRAVEL TIME(MIN.) = 1.23 TC(MIN.) = 15.73 FLOW PROCESS FROM NODE 104.00 TO NODE 103.00 IS CODE = 8 ---------------------------------------------------------------------------- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ---------------------------------------------------------------------------- 10.00 YEAR RAINFALL INTENSITY(INCH /HOUR) = 2.152 SOIL CLASSIFICATION IS "C" SINGLE- FAMILY(1 /4 ACRE LOT) RUNOFF COEFFICIENT = .8020 SUBAREA AREA(ACRES) = 4.29 SUBAREA RUNOFF(CFS) = 7.4.0 TOTAL AREA(ACRES) = 11.50 TOTAL RUNOFF(CFS) = 21.42 TC(MIN) = 15.73 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 103.00 TO NODE 102.00 IS CODE = 4 ---------------------------------------------------------------------- - - - - -- »» >COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA ««< »» >USING USER - SPECIFIED PIPESIZE ««< -------------------------------------------------------------------------- -------------------------------------------------------------------------- PIPEFLOW VELOCITY(FEET /SEC.) = 3.6 UPSTREAM NODE ELEVATION = 38.25 DOWNSTREAM NODE ELEVATION = 37.78 FLOWLENGTH(FEET) = 233.00 MANNINGS N = .013 GIVEN PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 21.42 TRAVEL TIME(MIN.) = 1.08 TC(MIN.) = 16.80 FLOW PROCESS FROM NODE 102.00 TO NODE 101.00 IS CODE = 8 ---------------------------------------------------------------------- - - - - -- » » >ADDITION OF SUBAREA TO.MAINLINE PEAK FLOW« «< 10.00 YEAR RAINFALL INTENSITY(INCH /HOUR) = 2.071 SOIL CLASSIFICATION IS "C" SINGLE= FAMILY(1 /4 ACRE LOT) RUNOFF COEFFICIENT = .7990 SUBAREA AREA(ACRES) = 4.09 SUBAREA RUNOFF(CFS) = 6.77 -TOTAL AREA(ACRES) = 15.59 TOTAL RUNOFF(CFS) = 28.19 TC(MIN) = 16.80 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 101.00 TO NODE 107.00 IS CODE = 4 --------------------- ------------------------------------------------------- »»>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA« «< » »>USING USER- SPECIFIED PIPESIZE « «< ----------------------------------------------------------=------------------ ---------------------------------------------------------------------------- PIPEFLOW VELOCITY(FEET /SEC.) UPSTREAM NODE ELEVATION = DOWNSTREAM NODE ELEVATION = FLOWLENGTH(FEET) = 327.00 GIVEN PIPE DIAMETER(INCH) _ PIPEFLOW THRU SUBAREA(CFS) _ TRAVEL TIME(MIN.) = 1.37 4.0 37.78 37.13 MANNINGS N = .013 36.00 NUMBER OF PIPES = 28.19 TC(MIN.) = 18.17 1 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 8 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< -------=----------=-------------------------------------------------------_-- 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.979 SOIL CLASSIFICATION IS "C" SINGLE- FAMILY.(1 /4 ACRE LOT) RUNOFF COEFFICIENT = .7954 SUBAREA AREA(ACRES) = 4.47 SUBAREA RUNOFF(CFS) = 7.04 TOTAL AREA(ACRES) = 20.06 TOTAL RUNOFF(CFS) = 35.23 TC(MIN) = 18.17 END OF RATIONAL METHOD ANALYSIS RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC &WCD) 1978 HYDROLOGY MANUAL ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ««««««« « « « « « « « ««««« » » »» » »» » » » » » » » » » » »» (C) Copyright 1982,1986 Advanced Engineering Software [AES] Especially prepared for: SANBORN / WEBB, INC. «« « «« «««« « ««« « «« « «« »»» » » » » »» »» » » » » » » »» * * * * * * * ** *DESCRIPTION OF RESULTS************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • TRACT 28019 IN THE CITY OF LA QUINTA • HYDROLOGY REPORT FOR THE 100 YEAR STORM EVENT * * ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------- - - - - -- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .00 10 -YEAR STORM 10- MINUTE INTENSITY(INCH /HOUR) = 2.770 10 -YEAR STORM 60- MINUTE INTENSITY(INCH /HOUR) = .980 100 -YEAR STORM 10- MINUTE INTENSITY(INCH /HOUR) = 4.520 100 -YEAR STORM 60- MINUTE INTENSITY(INCH /HOUR) = 1.600 SLOPE OF 10 -YEAR INTENSITY - DURATION CURVE _ .5799047 SLOPE OF 100 -YEAR INTENSITY- DURATION CURVE _ .5796024 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1 -HOUR INTENSITY(INCH /HOUR) = 1.6000 SLOPE OF INTENSITY DURATION CURVE = .5796 RCFC &WCD HYDROLOGY MANUAL "C"- VALUES USED << <<<<<< < <<<< <<<< «:« << << << << <<<< << << < >> >>>> >> >> >> >> >> >>>> >>>>>>>> >>>> >> >>>> Advanced Engineering Software [AES] SERIAL No. I0598I VER. 3.3C RELEASE DATE: 2/20/86 ««««««« « « ««« « « ««««« » » » » » » » » » » »» » » » » »»» ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 106.00 TO NODE 105.00 IS CODE = 2 ----------------------------------------------------------------------- - - - - -- »»> RATIONAL METHOD INITIAL SUBAREA ANALYSIS<< <<< ---------------------------------------------------- ---------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS APARTMENT TC = K *[(LENGTH * *.3) /(ELEVATION CHANGE)] * *.2 I INITIAL SUBAREA FLOW- LENGTH = 900.00 UPSTREAM ELEVATION = 42.65 DOWNSTREAM ELEVATION = 38.67 ELEVATION DIFFERENCE = 3.98 TC = .,323 *[( 900.00 * *3) /( 3.98)] * *.2 = 14.500 100.00 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.644 SOIL CLASSIFICATION IS "C" APARTMENT DEVELOPMENT RUNOFF COEFFICIENT = .8746 SUBAREA RUNOFF(CFS) = 22.98 TOTAL AREA(ACRES) = 7.21 TOTAL RUNOFF(CFS) = 22.98 FLOW PROCESS FROM NODE 105.00 TO NODE 104.00 IS CODE = 4 ---------------------------------------------------------------------------- » » >COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « «< » » >USING USER - SPECIFIED PIPESIZE« «< --------------------------------------------=------------------------------- ---------------------------------------------------------------------------- PIPEFLOW VELOCITY(FEET /SEC.) = 4.7 UPSTREAM NODE ELEVATION = 38.67 DOWNSTREAM NODE ELEVATION = 38.25 FLOWLENGTH(FEET)..= 210.00 MANNINGS N = .013 GIVEN PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) 22.98 TRAVEL TIME(MIN.) = .75 TC(MIN.) = 15.25 FLOW PROCESS FROM NODE 104.00 TO NODE 103.00 IS CODE = 8 ----------------------------------------------------------------------------- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW « «< -------------------------------------------------'--------------------------- ---------------------------------------------------------------------------- 100.00 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.540 SOIL CLASSIFICATION IS "C" SINGLE- FAMILY(1 /4 ACRE LOT) RUNOFF COEFFICIENT = .8349 SUBAREA AREA(ACRES) = 4.29 SUBAREA RUNOFF(CFS) = 12.68 TOTAL AREA(ACRES) = 11.50 TOTAL RUNOFF(CFS) = 35.66 TC(MIN) = 15.25 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 103.00 TO NODE 102.00 IS CODE = 4 ---------------------------------------------------------------------------- » » >COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « «< » » >USING USER - SPECIFIED PIPESIZE « «< ---------------------------------------------------------------------------- PIPEFLOW VELOCITY(FEET /SEC.) = 6.0 UPSTREAM NODE ELEVATION = 38.25 DOWNSTREAM NODE ELEVATION = 37.78 FLOWLENGTH(FEET) = 233.00 MANNINGS N = .013 GIVEN PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 35.66 TRAVEL TIME(MIN.) = .65 TC(MIN.) = 15.89 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 102.00 TO NODE 101.00 IS CODE = 8 ---------------------------------------------------------------------------- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW ««< i 100.00 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.455 SOIL CLASSIFICATION IS "C" SINGLE—FAMILY(1 /4 ACRE LOT) RUNOFF COEFFICIENT = .8335 SUBAREA AREA(ACRES) = 4.09 SUBAREA RUNOFF(CFS) = 11.78 TOTAL AREA(ACRES) = 15.59 TOTAL RUNOFF(CFS) = 47.44 TC(MIN) = 15.89 FLOW PROCESS FROM NODE 101.00 TO NODE 107.00 IS CODE = 4. o ---------------------------------------------------------------------- - - - - -- »» >COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA ««< » »>USING USER — SPECIFIED PIPESIZE««< PIPEFLOW VELOCITY(FEET /SEC.) UPSTREAM NODE ELEVATION = DOWNSTREAM NODE ELEVATION = FLOWLENGTH(FEET) = 327.00 GIVEN PIPE DIAMETER(INCH) _ PIPEFLOW THRU SUBAREA(CFS) _ TRAVEL TIME(MIN.) = .81— 6.7 37.78 37.13 MANNINGS N = 36.00 NUMBER 47.44 .013 OF PIPES = 1 TC(MIN.) = 16.71 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 8 ---------------------------------------------------------------------------- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ----------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100.00 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.357 SOIL CLASSIFICATION IS "C" SINGLE-- FAMILY(1 /4 ACRE LOT) RUNOFF COEFFICIENT = .8319 SUBAREA AREA(ACRES) = 4.47 SUBAREA RUNOFF(CFS) = 12.48 TOTAL AREA(ACRES) = 20.06 TOTAL RUNOFF(CFS) = 59.92 TC(MIN) = 16.71 END OF RATIONAL METHOD ANALYSIS q:aa o- F0515P CD Vers 4.0 PAGE' 1 WATER SURFACE PROFILE LISTING For: Michael T. Schulz, Palm Springs, CA - S/N 550 TRACT 28019 IN THE CITY OF LA QUINTA HYDRAULIC ANALYSIS FOR THE 10 YEAR STORM IN THE MAIN LINE FILE NAME: 94200A 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 3.15 30.15 5.750 35.900 35.2 3.66 .208 36.108 .00 1.840 3.50 .00 .00 0 .0 35.12 .00199 .001420 .05 2.464 .00 38.27 30.22 5.730 35.950 35.2 3.66 .208 36.158 .00 1.840 3.50 .00 .00 0 .0 JUNCT STR .00143 .001746 .01 .00 45.27 30.23 5.750 35.980 28.2 3.99 .247 36.227 .00 1.718 3.00 .00 .00 0 .0 .89 .01124 .002073 .00 1.373 .00 46.16 30.24 5.742 35.982 28.2 3.99 .247 36.229 .00 1.718 3.00 .00 .00 0 .0 63.07 .00190 .002073 .13 2.600 .00 109.23 30.36 5.774 36.134 28.2 3.99 .247 36.382 .00 1.718 3.00 .00 .00 0 .0 177.04 .00203 .002073 .37 2.484 .00 286.27 30.72 5.817 36.537 28.2 3.99 .247 36.784 .00 1.718 3.00 .00 .00 0 .0 68.54 .00190 .002073 .14 2.601 .00 354.81 30.85 5.839 36.689 28.2 3.99 .247 36.936 .00 1.718 3.00 .00 .00 0 .0 JUNCT STR .00187 .001838 .01 .00 360.16 30.86 5.930 36.790 24.8 3.51 .191 36.981 .00 1.606 3.00 .00 .00 0 .0 17.05 .00235 .001603 .03 2.080 .00 377.21 30.90 5.921 36.821 24.8 3.51 .191 37.012 .00 1.606 3.00 .00 .00 0 .0 JUNCT STR .00187 .001399 .01 .00 382.56 30.91 5.996 36.906 21.4 3.03 .142 37.048 .00 1.487 3.00 .00 .00 0 .0 30.78 .00195 .001194 .04 1.997 .00 413.34 30.97 5.977 36.947 21.4 3.03 .142 37.089 .00 1.487 3.00 .00 .00 0 .0 TRANS STR .00250 .001546 .01 .00 i 1 F0515P CD Vers 4.0 PAGE 2 WATER SURFACE PROFILE LISTING For: Michael T. Schulz, Palm Springs, CA - S/N 550 TRACT 28019 IN THE CITY OF LA QUINTA HYDRAULIC ANALYSIS FOR THE 10 YEAR STORM IN THE MAIN LINE FILE NAME: 94200A 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 417.34 30.98 5.926 36.906 21.4 3.60 .202 37.107 .00 1.528 2.75 .00 .00 0 .0 115.39 .00199 .001899 .22 2.195 00 532.73 31.21 5.925 37.135 21.4 3.60 .202 37.337 .00 1.528 2.75 .00 .00 0 .0 62.01 .00193 .001899 .12 2.230 .00 594.74 31.33 5.931 37.261 21.4 3.60 .202 37.463 .00 1.528 2.75 .00 .00 0 .0 JUNCT STR .00190 .001599 .01 .00 599.99 31.34 6.028 37.368 17.7 2.98 .138 37.506 .00 1.383 2.75 .00 .00 0 .0 17.30 .00231 .001299 .02 1.775 .00 617.29 31.38 6.015 37.395- 17.7 2.98 .138 37.532 .00 1.383 2.75 .00 .00 0 .0 JUNCT STR .00190 .001325 .01 .00 622.54 31.39 6.053 37.443 14.0 2.85 .126 37.570 .00 1.260 2.50 .00 .00 0 .0 161.07 .00199 .001351 .22 1.730 .00 783.61 31.71 5.960 37.670 14.0 2.85 .126 37.796 .00 1.260 2.50 .00 .00 0 .0 JUNCT STR .00210 .000844 .00 .00 788.36 31.72 6.045 37.765 7.0 1.43 .032 37.797 .00 .878 2.50 .00 .00 0 .0 42.32 .00213 .000338 .01 1.096 .00 830.68 31.81 5.972 37.782 7.0 1.43 .032 37.813 .00 .878 2.50 .00 .00 0 .0 WALL ENTRANCE .00 830.68 31.81 6.031 37.841 7.0 .39 .002 37.843 .00 .553 5.33 3.00 .00 0 .0 1 1 1 � 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 3.50 CD 2 4 1.75 co 3 4 3.00 CD 4 4 2.75 CD 5 4 1.50 CD 6 4 2.50 CD 7 2 0 .00 5.33 3.00 .00 1 F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - HEADING LINE NO 2 IS - HEADING LINE NO 3 IS - TRACT 28019_ IN THE CITY OF LA QUINTA HYDRAULIC ANALYSIS FOR THE 10 YEAR STORM IN THE MAIN LINE FILE NAME: 94200A 1 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT 3.15 30.15 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 38.27 30.22 1 .014 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 45.27 30.23 3 2 0 .014 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N 46.16 30.24 3 .014 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N 109.23 30.36 3 .014 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N 286.27 30.72 3 .014 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N 354.81 30.85 3 .014 ELEMENT NO 8 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 360.16 30.86 3 5 0 .014 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N 377.21 30.90 3 .014 ELEMENT NO 10 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 382.56 30.91 3 5 0 .014 1 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 11 IS A REACH U/S DATA STATION INVERT SECT N 413.34 30.97 3 .014 ELEMENT NO 12 IS A TRANSITION U/S DATA STATION INVERT SECT N 417.34 30.98 4 .014 PAGE NO 2 W S ELEV 35.90 RADIUS ANGLE ANG PT MAN H .00 2.00 .00 0 RADIUS ANGLE ANG PT MAN H * * .00 .00 * .00 0 Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 7.0 .0 31.24 .00 55.50 .00 RADIUS ANGLE ANG PT MAN H .00 .00 .00 0 RADIUS ANGLE ANG PT MAN H .00 18.00 .00 0 RADIUS ANGLE ANG PT MAN H .00 46.00 .00 0 RADIUS ANGLE ANG PT MAN H * * ..00 3.50 * .00 0 Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 3.4 .D 31.61 .00 43.50 .00 RADIUS ANGLE ANG PT MAN H * * .00 1.00 * .00 0 Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 3.4 .0 31.66 .00 45.00 .00 PAGE NO 3 RADIUS ANGLE ANG PT MAN H .00 2.00 .00 0 ELEMENT NO 13 IS A REACH U/S DATA STATION INVERT SECT N 532.73 31.21 4 .014 ELEMENT NO 14 IS A REACH U/S DATA STATION INVERT SECT N 594.74 31.33 .4 .014 ELEMENT NO 15 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 599.99 31.34 4 5 0 .014 ELEMENT NO 16 IS A REACH * * * U/S DATA STATION INVERT SECT. N 617.29 31.38 4 .014 ELEMENT NO 17 IS A JUNCTION U/S DATA STATION. INVERT SECT LAT -1 LAT -2 N 622.54 31.39 6 5 0 .014 ELEMENT NO 18 IS A REACH * U/S DATA STATION INVERT SECT N 783.61 31.71 6 .014 ELEMENT NO 19 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N 788.36. 31.72 6 5 0 .014 ELEMENT NO 20 IS A REACH U/S DATA STATION INVERT SECT N 830.68 31.81 6 .014 ELEMENT NO 21 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 830.68 31.81 7 .500 1 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 22 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 830.68 31.81 7 RADIUS ANGLE ANG PT MAN H .00 6.00 .00 0 RADIUS ANGLE ANG PT MAN H .00 4.00 .00 0 * * * Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 3.7 .0 31.96 .00 45.00 .00 RADIUS ANGLE ANG PT MAN H .00 1.50 .00 0 Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 3.7 .0 32.02 .00 45.00 .00 RADIUS ANGLE ANG PT MAN H .00 11.00 .00 0 * * * Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 7.0 ,0 32.22 .00 56.00 .00 * W S ELEV 31.81 RADIUS ANGLE ANG PT MAN H .00 10.00 .00 0 PAGE NO 4 T1 TRACT 28019 IN THE CITY OF LA QUINTA T2 HYDRAULIC ANALYSIS FOR THE 10 YEAR STORM IN THE MAIN LINE T3 FILE NAME: 94200A SO 3.15 30.15 1 35.90 R 38.27 30.22 1 .014 JX 45.27 30.23 3 2 .014 7.0 31.24 R 46.16 30.24 3 .014 R 109.23 30.36 3 .014 R 286.27 30.72 3 .014 R 354.81 30.85 3 .014 JX 360.16 30.86 3 5 .014 3.4 31.61 R 377.21 30.90 3 .014 JX 382.56 30.91 3 5 .014 3.4 31.66= R 413.34 30.97 3 .014 TS 417.34 30.98 4 .014 R 532.73 31.21 4 .014 R 594.74 31.33 4 .014 JX 599.99 31.34 4 5 .014 3.7 31.96 R 617.29 31.38 4 .014 JX 622.54 31.39 6 5 .014 3.7 32.02 R 783.61 31.71 6 .014 JX 788.36 31.72 6 5 .014 7.0 32.22 R 830.68 31.81 6 .014 WE 830.68 31.81 7 .500 SH 830.68 31.81 7 31.81 CD 1 4 0 .00 3.50 .00 .00 .00 .00 CO 2 4 0 .00 1.75 .00 .00 .00 .00 CD 3 4 0 .00 3.00 .00 .00 .00 .00 CD 4 4 0 .00 2.75 .00 .00 .00 .00 CD 5 4 0 .00 1.50 .00 .00 .00 .00' CD 6 4 0 .00 2.50 .00 .00 .00 .00 CD 7 2 0 .00 5.33 3.00 .00 .00 .00 Q 7.0 .0 .00 .00 0 55.50 .00 .00 0 18.00 .00 0 46.00 .00 0 3.50 .00 0 43.50 1.00 .00 0 45.00 2.00 .00 0 6.00 .00 0 4.00 .00 0 45.00 1.50 .00 0 45.00 11.00 .00 0 56.00 10.00 .00 0 F0515P CD Vers 4.0 PAGE 1 WATER SURFACE PROFILE LISTING For: Michael T. Schulz, Palm Springs, CA - S/N 550 HYDRAULIC ANALYSIS FOR LATERAL AT STA. 0 + 39.94 FILE NAME: 94200B 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 **************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .00 31.24 4.740 35.980 7.0 2.91 .132 36.112 .00 .978 1.75 .00 .00 0 .0 9.45 .08254 .002263 .02 .480 .00 9.45 32.02 3.981 36.001 7.0 2.91 .132 36.133 .00 .978 1.75 .00 .00 0 .0 WALL ENTRANCE .00 9.45 32.02 4.239 36.259 7.0 .41 .003 36.262 .00 .457 5.33 4.00 .00 O .0 ,IUNCT STR .08262 .000007 .00 .00 12.96 32.31 3.953 36.263 3.5 .22 .001 36.264 .00 .288 5.33 4.00 .00 0 .0 WALL EXIT .DO 12.96 32.31 3.954 36.264 3.5 1.98 .061 36.325 .00 .714 1.50 .00 .00 0 .0 13.03 .07137 .001288 .02 .370 .00 25.99 33.24 3.041 36.281 3.5 1.98 .061 36.342 .00 .714 1.50 .00 .00 0 .0 23.00 .00522 .001288 .03 .750 .00 48.99 33.36 2.950 36.310 3.5 1.98 .061 36.371 .00 .714 1.50 .00 .00 0 .0 WALL ENTRANCE .00 48.99 33.36 3.070 36.430 3.5 .28 .001 36.432 .00 .288 5.33 4.00 .00 0 .0 3.50 .00571 .000006 .00 .280 .00 52.49 33.38 3.051 36.431 3.5 .29; .001 36.432 .00 .288 5.33 4.00 .00 0 .0 1 1 1 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 CD 2 2 0 .00 5.33 4.00 .00 CD 3 4 1.75 CD 4 2 0 .00 .67 4.00 .00 1 F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - HYDRAULIC ANALYSIS FOR LATERAL AT STA. 0 + 39.94 HEADING LINE NO 2 IS - FILE NAME: 942008 HEADING LINE NO 3 IS - 1 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 .00 31.24 3 35.98 ELEMENT NO 2 IS A REACH ' U/S DATA STATION INVERT SECT N. RADIUS ANGLE ANG PT MAN H 9.45 32.02 3 .014 .00 .00 .00 0 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 9.45 32.02 2 .500 ELEMENT NO 4 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 12.96 32.31 2 4 0 .014 3.5 .0 37.50 .00 1.00 .00 ELEMENT NO 5 IS A WALL EXIT U/S DATA STATION INVERT SECT 12.96 32.31 1 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 25.99 33.24 1 .014 .00 .00 .00 0 ELEMENT NO 7 IS A REACH - U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 48.99 33.36 1 .014 .00 .00 .00 0 ELEMENT NO 8 IS A WALL- ENTRANCE ' U/S DATA STATION INVERT SECT FP 48.99 33.36 2 .500 ELEMENT NO 9 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 52.49 33.38 2 .014 .00 .00 .00 0 ELEMENT NO 10 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 52.49 33.38 2 33.38 T1 HYDRAULIC ANALYSIS FOR LATERAL AT STA. 0 + 39.94 T2 FILE NAME: 942008 T3 SO .00 31.24 3 35.98 R 9.45 32.02 3 .014 .00 .00 0 WE 9.45 32.02 2 .500 JX 12.96 32.31 2 4 .014 3.5 37.50 1.00 WX 12.96 32.31 1 R 25.99 33.24 1 .014 .00 .00 0 R 48.99 33.36 1 .014 .00 .00 0 WE 48.99 33.36 2 .500 R 52.49 33.38 2 .014 .00 SH 52.49 33.38 2 33.38 CD 1 4 0 .00 1.50 4.00 .00 .00 .00 CO 2 2 0 .00 5.33 4.00 .00 .00 .00 CD 3 4 0 .00 1.75 .00 .00 .00 .00 CD 4 2 0 .00 .67 4.00 .00 .00 .00 Q 3.5 .0 F0515P CD Vers 4.0 PAGE 1 WATER SURFACE PROFILE LISTING For: Michael T. Schulz, Palm Springs, CA - S/N 550 HYDRAULIC ANALYSIS FOR LATERAL AT STA. 3 +55.51 FILE NAME: 94200C 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 **************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .00 31.62 5.170 36.790 3.4 1.92 .057 36.847 .00 .703 1.50 .00 .00 0 .0 30.26 .01025 .001215 .04 .610 .00 30.26 -31.93 4.897 36.827 3.4 1.92 .057 36.884 .00 .703 1.50 .00 .00 0 .0 10.05 .11841 .001215 .01 .320 .00 40.31 33.12 3.719 36.839 3.4 1.92 .057 36.896 .00 .703 1.50 .00 .00 0 .0 WALL ENTRANCE .00 40.31 33.12 3.833 36.953 3.4 .22 .001 36.954 .00 .282 5.33 4.00 .00 0 .0 1 1 i 1• 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 CD 2 2 0 .00 5.33 4.00 .00 1. F 0 5 1 5 P PAGE NO I WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - HYDRAULIC ANALYSIS FOR LATERAL AT STA. 3 +55.51 HEADING LINE NO 2 IS - FILE NAME: 94200C HEADING LINE NO 3 IS - 1 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT .00 31.62 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT. N 30.26 31.93 1 .014 ELEMENT NO .3 IS A REACH U/S DATA STATION INVERT SECT N 40.31 33.12 1 .014 ELEMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 40.31 33.12 2 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS . * U/S DATA STATION INVERT SECT 40.31 33.12 2 * W S ELEV 36.79 W S ELEV 33.12 PAGE NO 2 RADIUS ANGLE ANG PT MAN H .00 .00 .00 0 RADIUS ANGLE ANG PT MAN H .00 .00 .00 0 1 1' T1 HYDRAULIC ANALYSIS FOR LATERAL AT STA. 3 +55.51 T2 FILE NAME: 94200C T3 SO .00 31.62 1 36.79 R 30.26 31.93 1 .014 .00 .00 0 R 40.31 33.12 1 .014 .00 .00 0 WE 40.31 33.12 2 .500 SH 40.31 33.12 2 33.12 CD 1 4 0 .00 1.50 .00 .00 .00 .00 CD 2 2 0 .00 5.33 4.00 .00 .00 .00 Q 3.4 .0 T F0515P CD Vers 4.0 PAGE 1 WATER SURFACE PROFILE LISTING For: Michael T. Schulz, Palm Springs, CA - S/N 550 HYDRAULIC ANALYSIS FOR LATERAL AT STA. 3 +77.91 FILENAME: 94200D 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 I0 NO. PIER L /ELEM SO SF AVE HF NORM DEPTH ZR x* xxxxxxxxxxxxxxxxxxxxxxx, kxxxxx* xxxxxxxxxxx, txxxxx* xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx, rxxxxxxxxxxxxxxxxxirxxxxxxxxxxxxxx .00 31.66 5.250 36.910 3.5 1.98 .061 36.971 .00 .714 1.50 .00 .00 0 .0 8.71 .16762 .001288 .01 .300 .00 8.71 33.12 3.801 36-.921 3.5 1.98 .061 36.982 .00 .714 1.50 .00 .00 0 .0 WALL ENTRANCE .00 8.71 33.12 3.922 37.042 3.5 .22 .001 37.043 .00 .288 5.33 4.00 .00 0 .0 1 1 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 CD 2 2 0 .00 5.33 4.00 .00 1 F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - HYDRAULIC ANALYSIS FOR LATERAL AT STA. 3 +77.91 HEADING LINE NO 2 IS - FILE NAME: 94200D HEADING LINE NO 3 IS - 1 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT .00 31.66 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 8.71 33.12 1 .014 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 8.71 33.12 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 8.71 33.12 2 * W S ELEV 36.91 W S ELEV 33.12 PAGE NO 2 RADIUS ANGLE ANG PT MAN H .00 .00 .00 0 i T1 HYDRAULIC ANALYSIS FOR LATERAL AT STA. 3 +77.91 T2 FILE NAME: 94200D T3 SO .00 31.66 1 36.91 R 8.71 33.12 1 .014 .00 .00 0 WE 8.71 33.12 2 .500 SH 8.71 33.12 2 33.12 CD 1 4 0 .00 1.50, .00 .00 .00 .00 CD 2 2 0 .00 5.33 4.00 .00 .00 .00 Q 3.5 .0 I I F0515P CD Vers 4.0 PAGE 1 WATER SURFACE PROFILE LISTING For: Michael T. Schulz, Palm Springs, CA - S/N 550 HYDRAULIC ANALYSIS FOR LATERAL STA. 5 +95.74 FILE NAME ; 9420OF '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 **************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .00 31.97 5.400 37.370 3.7 2.09 .068 37.438 .00 .735 1.50 .00 .00 0 .0 29.24 .00513 .001439 .04 .780 .00 29.24 32.12 5.292 37.412 3.7 2.09 .068 37.480 .00 .735 1.50 .00 .00 0 .0 11.40 .10088 .001439 .02 .350 .00 40.64 33.27 4.158 37.428 3.7 2.09 .068 37.497 .00 .735 1.50 .00 .00 0 .0 WALL ENTRANCE .00 40.64 33.27 4.293 37.563 3.7 .22 .001 37.564 .00 .298 5.33 4.00 .00 0 .0 1 1 �1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 co 2 2 0 .00 .5.33 4.00 .00 1 F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE.NO 1 IS - HYDRAULIC ANALYSIS FOR LATERAL STA. 5 +95.74 HEADING LINE NO 2 IS - FILE NAME 94200F HEADING LINE NO 3 IS - 1 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 .00 31.97 1 37.37 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 29.24 32.12 1 .014 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N 40.64 33.27 1 .014 ELEMENT NO 4 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 40.64 33.27 2 .500 ELEMENT NO 5 IS A SYSTEM HEADWORKS * U/S DATA STATION INVERT SECT W S ELEV 40.64 33.27 2 33.27 RADIUS ANGLE ANG PT MAN H .00 .00 .00 0 RADIUS ANGLE ANG PT MAN H 00 .00 .00 0 T1 HYDRAULIC ANALYSIS FOR LATERAL STA. 5 +95.74 T2 FILE NAME ; 9420OF T3 SO .00 31.97 1 37.37 R 29.24 32.12 1 .014 .00 .00 0 R 40.64 33.27 1 .014 .00 .00 0 WE 40.64 33.27 2 .500 SH 40.64 33.27 2 33.27 CD 1 4 0 .00 1.50 .00 .00 .00 .00 CD 2 2 0 .00 5.33 4.00 .00 .00 .00 Q 3.7 .0 t � F0515P CD Vers 4.0 PAGE 1 WATER SURFACE PROFILE LISTING For: Michael T. Schulz, Palm Springs, CA - S/N 550 HYDRAULIC ANALYSIS FOR LATERAL STA. 6 +18.29 FILE NAME 9420OG .� 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 **************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .00 32.02 5.420 37.440 3.7 2.09 .068 37.508 .00 .735 1.50 .00 .00 0 .0 8.71 .14351 .001439 .01 .320 .00 8.71 33.27 4.183 37.453 3.7 2.09 .068 37.521 .00 .735 1.50 .00 .00 0 .0 WALL ENTRANCE .00 8.71 33.27 4.318 37.588 3.7 .21 .001 37.588 .00 .298 5.33 4.00 .00 0 .0 1 - 1 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) 'Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 CD 2 2 0 .00 5.33 4.00 .00 1 F 0 5 1 5 P PAGE NO 1 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - HYDRAULIC ANALYSIS FOR LATERAL STA. 6 +18.29 HEADING LINE NO 2 IS - FILE NAME : 9420OG HEADING LINE NO 3 IS - 1 F 0 5 1 5 P PAGE NO 2 W S ELEV 37.44 W S ELEV 33.27 RADIUS ANGLE ANG PT MAN H .00 .00 .00 0 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT .00 32.02 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 8.71 33.27 1 .014 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 8.71 33.27 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 8.71 33.27 2 W S ELEV 37.44 W S ELEV 33.27 RADIUS ANGLE ANG PT MAN H .00 .00 .00 0 T1 HYDRAULIC ANALYSIS FOR LATERAL STA. 6 +18.29 T2 FILE NAME : 9420OG T3 SO .00 32.02 1 37.44 R 8.71 33.27 1 .014 .00 .00 0 WE 8.71 33.27 2 .500 SH 8.71 33.27 2 33.27 CD 1 4 0 .00 1.50 .00 .00 .00 .00 CD 2 2 0 .00 5.33 4.00 .00 .00 .00 Q 3.7 .0 F0515P CD Vers 4.0 PAGE 1 WATER SURFACE PROFILE LISTING For: Michael T. Schulz, Palm Springs, CA - S/N 550 HYDRAULIC ANALYSIS FOR LATERAL AT STA. 7 +84.94 FILE NAME: 94200H STATION INVERT DEPTH W.S. Q 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 SD SF AVE HF NORM DEPTH ZR .00 33.07 4.700 37.770 7.0 3.96 .244 38.014 .00 1.025 1.50 .00 .00 0 .0 33.02 .02605 .005150 .17 .700 .00 33.02 33.93 4.010 37.940 7.0 3.96 .244 38.184 .00 1.025 1.50 .00 .00 0 .0 WALL ENTRANCE .00 33.02 33.93 4.493 38.423 7.0 .39 .002 38.425 .00 .457 5.33 4.00 .00 0 .0 1 1 i 1 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) 'Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 1.50 CD 2 2 0 .00 5.33 4.00 .00 1 F 0 5 1 5 P PAGE NO i WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - HYDRAULIC ANALYSIS FOR LATERAL AT STA. 7 +84.94 HEADING LINE NO 2 IS - FILE NAME: 94200H HEADING LINE NO 3 IS - 1 F 0 5 1 5 P WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET * * * U/S DATA STATION INVERT SECT .00 33.07 1 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N 33.02 33.93 1 .014 ELEMENT NO 3 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 33.02 33.93 2 .500 ELEMENT NO 4 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT 33.02 33.93 2 * W S ELEV 37.77 W S ELEV 33.93 PAGE NO 2 RADIUS ANGLE ANG PT MAN H .00 .00 .00 0 1 ' T1 HYDRAULIC ANALYSIS FOR LATERAL AT STA. 7 +84.94 T2 FILE NAME: 94200H T3 SO .00 33.07 1 37.77 R 33.02 33.93 1 .014 .00 .00 0 WE 33.02 33.93 2 .500 SH 33.02 33.93 2 33.93 CD 1 4 0 .00 1.50 .00 .00 .00 .00 CD 2 2 0 .00 5.33 4.00 .00 .00 .00 Q 7.0 .0 bANt MN /Mbb, INI;. SUBJECT - - 51-012-71A pert M IN su M mcQ- vtcw my E I OF DATE 2- 7- 94 WORK ORDER '54-7-00 BY p TZ IV-�G C1 I CHK. BY I DATE C&Tc-4 Nis(" 7csiG-��.4 = 70 .C.F� F1 = Q..' d= 'JCS" 5 - 0,0020 C6p a-,4 -- _. 3 , C'�:7 ')-Zc CA? Ar-'r uh L v = 39-132 - Co (o D E'P- i OF- FL C)uG jr.( T 0 Ail I (c(tk T) -,I) J rA i A- E:� d , 9 A- ri C, F -5 I� = D L= 55' Q� l6'I 5= 0,07-5 \ / =- -1,4-3 Fes, V= (1 3 3+ I ZC ,Q l+ U, L v = 5,3 3' - 31 c�vcQ -D -Dc-9714 OP FLO V O'd '572e= C)7- W 'i- l ' (CH-m2_7 SANBORN/WEBB, INC. SUBJECT 2.&0l4C-,' - 1-i�;.QUO,17k i ("p-W V2JI'll" !0 BY CHK. BY ono I V4 c ov u lj� t'j W (9) PAGE L OF DATE WORK ORDER Q 4 -200 DATE �/ = (),'71)- FPS 1,7 C- P 5 H (0 cl F S 7D SANBORN /WEBB, INC. SUBJECT 7-a r�cr 7-8M -L A Q U IN TA ` SMP-1I 'DUlal lKj 5QMU1E2 VIEW WAY BY ,p RI, fG�EI � CHK. BY CPS 4 -0 L= 4o' C� -IFS' S= d, Ol (,5j V= i.i = 0.35 FPS 4,9( �JCT�TI.1 at- Fc.Gb.� t� S712..CE� SUMP GGNDMON — SCT LEN(::;T-t OF Wlzb OPENIKIC- ��JL 5Th, 0 +43,63 0 CAL TO GFS W, S, 3.4 -G;:s �. - - RAT 5v rzFAGC -24 e V2 Goo a 3V o N, = o' W t-I2- 0, 3i' (cHKQ -T -3G� U = 5.33' V, = 5,C�4� V, 2CTgD 'DC-0-n+ G F FLOW 0Q 5 T RUT" - SUMP C.C) u 0( -na N L.TWC-,rH- OF CUR. b vPeu)Iw (o5 Q�= 34 CF5 8: 0,4' ' W, = A-' (c t+oar D -z6 ) qL= cps W - 4' (c tk PAGE OF DATE . 12 -7 -94 gq- ZOO DATE 3.25' (c lka2T D- 3 lJ z a m U F-- d U z I( Cn ` li E CU . O 6 5 4 3 2 LosAnQeles C6unrv:Flnnrl r,,,,rr„a nr14r,_. 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ABOVE NORMAL GUTTER GRADE J U) w LL- O J M r D -24 J.- )--- ov ss zu 0.6c. 0-30--A 20--I 10 6-7 R/W 0-20 0.)0— 0 009 — Q06 — Qw 0.06 4 Q(cfs) . 2.0 LO 0.o 0.10 NOTE - THE 0 DETEWINID FROM THIS CHART IS FOR ONE HALF Of STREET. 0.89-t -0.30 0.51--P-0.25 026-�-Q20 0.17 0.13- 0.099-.,- 0.059- 1-0.ro Page G- 1 3 0 (Cfa) A (f t!) D(ft) . .. .... .. 300 12.4 - —048 9 3 770.64 200, 4- ap 0.80 ro . 0 Q(Cfs) 9.0 -- 0.75 5L0 200 4.0- 90- loo 78--0.70 80 70- - 7.2 6.8 9,17 3.0-- 60- 40 50 5.8 U, 8 0.60 EXAMPLE (S" Doshod Uros) 50 - - 30 410 30 4.8 0.55 2-0- - Givw Q. 66cfs 40--7- 2.0 20 3.8 0130 s- 10.0% Find D• 05511, 30 D=o,4-l' A• 4.8 ft! ] 2.9 0.45 OZO -n Dn-0.6 J.- )--- ov ss zu 0.6c. 0-30--A 20--I 10 6-7 R/W 0-20 0.)0— 0 009 — Q06 — Qw 0.06 4 Q(cfs) . 2.0 LO 0.o 0.10 NOTE - THE 0 DETEWINID FROM THIS CHART IS FOR ONE HALF Of STREET. 0.89-t -0.30 0.51--P-0.25 026-�-Q20 0.17 0.13- 0.099-.,- 0.059- 1-0.ro