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HomeMy WebLinkAboutTract No. 14246 Hydrology Study1 1 1 1 1 CITY :Op FONTANA lakccciavED- TRACT 14246 rp AUG 2 21990 ALOERr A. WEBS ASSOCIATES CIVIL ENGINEERS HYDROLOGY AND HYDRAULIC REPORT McCUTCHAN CO., INC. 2698 Mataro Street Pasadena, Calif. 91107 DECEMBER 1989 HYDROLOGY AND HYDRAULIC REPORT FONTANA TRACT 14246 TABLE OF CONTENTS REPORT OBJECTIVE HYDROLOGY Analysis of Results HYDRAULIC Analysis of Results APPENDIX A - HYDROLOGY COMPUTER RUNS 1. 10-Year Storm Detailed Format 2. 10-Year Storm Summary 3. 100-Year Storm Summary 4. 100-Year Storm Summary for Offsite APPENDIX B - HYDROLOGY BACKUP MATERIAL 1. 10-Year Storm Isohyetals 2. 100-Year Storm Isohyetals 3. Soils Group Map 4. Intensity -Duration Curve 5. Typical Fontana Street Cross Sections (6" C.F.) APPENDIX C HYDRAULIC COMPUTER SIMULATIONS 1. 10-Year Storm Runoff (Laterals A-1 and A-2) 2. 100-Year Storm Runoff (Laterals A-1 and A-2) 3. 100-Year Storm Including Offsite Runoff Appendix D - HYDRAULIC BACKUP CHARTS & GRAPHS 1. Location and Stationing Map 2. Nomograph - Capacity, Curb Inlet at a Sag 3. Lateral Sizing Chart 4. V-Depth Chart ATTACHMENTS Hydrology Map, City of Fontana Tract 14246 County of San Bernardino Hydrology and Hydraulic Report December 1989 REPORT OBJECTIVE This report was prepared for AMERICAN COMPANIES by the McCUTCHAN CO., Inc. for submittal to and approval by the City of Fontana. It is a requirement of the City for obtaining a grading permit. This report identifies the increased storm water runoff caused by the proposed development and the type and size of storm structures and pipes to be installed. The tract is located at the Southeast corner of Jurupa Avenue and Poplar Avenue as shown on the location map. HYDROLOGY Hydrology calculations were made using Advanced Engineering Software's Version 4.1 of RATSB. This study contains six separate drainage areas. The drainage areas are labeled by nodes. The nodes for the onsite hydrology are numbered from 100 to 400. Offsite nodes are labeled with 600 and 700 series numbers. Four printouts are given in Appendix A; two for the 10-year (detailed format and summary format), one for the 100-year (summary format) and one for the 100- year storm for offsite flows. Refer to Appendix B for maps used to determine the data parameters. The parameters used in the study can be found at the beginning of the 10-year storm detailed format print given in Appendix A. Analysis of Results The top of curb is 13/16" below the elevation at roadway crown for a 6" curb face. No spill -over was encountered during the analysis. The 10-year storm runoff is keptawithin the top -of -curb and 100-year storm runoff is kept within the Right -of Way. The resultant flowrates for the 100-year storm at the catch basins, nodes 110 and 305, are 15.6 and 9.4 cfs respectively. HYDRAULICS Hydraulic calculations were made using the Los Angeles County Flood Control Districts Water Surface and Pressure Gradient Analysis Program F0515P. The infrastructure data was obtained from ASL's storm drain plan sheet 8 of 24. Controlling water surface and elevations are listed in Appendix C. The controlling water surface for the 10-year storm hydraulics was assumed to be two feet lower than the 100-year storm. This is a conservative estimate and is not expected to be this high. Analysis of Results The resultant hydraulic grade line at the catch basins were found to be well below the accepted minimum distance from the opening. The H.G.L. elevation at node 110 is approximately 993.54 feet for the 100-year storm. The elevation at the local depression at node 110 is 994.57 feet. Catch Basin capacities were estimated using LACRD plate 2.6-0651 (see Appendix D). Fontana CB No. 121 LCFCD No. 3 are very similar therefore inlet capacities were assumed to be similar. Catch basin parameters are listed below. Refer to Appendix D for the computation charts. PARAMETER C.B. 0 NODE 110 C.B. 0 NODE 305 (LATERAL A-2) (LATERAL A-1) Lateral Length (ft) Flowrate (cfs) Lateral Pipe Size (in) Width of Opening (ft) Minimum V-Depth (ft) 38.05 15.6 24.0 14.0 3.8 50.17 9.4 18.0 7.0 3.4 97 ar arra Easy ..s •rru.. 130 OVEN SPACE IL•Mr AC It•G.V••.C. 131 OKN ...Mt are A!T C IV a G.b•• AMENDMENT NO.'I0 • SOUTHRDGE VILLAGE SPECIFIC PLAN CITY OF FONTANA • LAND USE DEVELOPMENT PLAN PLANNING UNIT AREAS 2 123) /iOOPK•M, 4 44C7 AC 121 ZrOtyA},tI Da II.4W►IC. Aeo0 rs5X coMMERCI L I{..NI.t SHCFCCI•A T kTeiK• .rN MCT Ae. OM (A.ux • 125 Y; . sOI�/c.u.ou'' .124 ,,. • •WT.X. ot.70 .0 .I0a/Ac.• N•• Da. CVO III A Jowl' tat I Prat IN EDISON , • NA" AC. 11 110 • ir/rrA1 I,•AITAL I08 OPEN SPACE M.• .[ r AC IN.O I.:I/ •: 1 �a4. tI AC I Il I MM• .•. tc sacra!' nwlld940 100 it* ACT AC EDISON H.f- a•11 .e 1 105 saws -Ile Oa I9enor..1m yY]9 aAvr/iC. iJ',1��MKr • MI..n.4 106 OPEN SPACE - adz tarr.K. G9 A' CROSS .C. 107 NESIONM. ►ANN ?�• O ACT AC r•• •.w• .t 109 OPEN E /9S4 nrr •c. Is9.I0,091. AC. ASE3 TRACT I4Z41Co • *THESE PROPERTIES ARE TO It OIVELO►EO' TO THE HION DENSITY (!S DWAC) ETAIIOARDS 00 Wet ••...•_I_ APPENDIX A HYDROLOGY COMPUTER RUNS ID -YEAR. HYDROLOGY DETAILED FORMAT *ttttttttttttt*t*tt$tttttttttttttrntt:rs*tttttlItttt*titttttttttttltttt»i RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-BB Advanced Engineering Software (aes) Ver. 5.2A Release Date: 7/08/88 Serial t 2941 Analysis prepared bv: McCutchan Cosoany, Inc.. 2698 Mataro Street . Pasadena. California 91107 (B18) 568-2474 FAX (818) 795-4396 ttt1ttt;tttitttttttttatttt DESCRIPTION OF STUDY ttttttttt;:ttttt*ttttitttt t t FONTANA TRACT 14246 SAN BERNARDINO COUNTY 1 t 10-YEAR STORM RUNOFF t AttttttttttttttttitttM ttttitttlItttittttttttIMIttttttttttitt1 M 1t:tt FILE NAME: D:1TR142461H614246A.010" TIME/DATE OF STUDY: 9:15 8/18/1989 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --tTIME -OF -CONCENTRATION MODEL* -- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF 6RADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALLS ' 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) _ .910 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.340 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT =. 10.00 1-HOUR INTENSITY(INCH/HOUR) _ .9191 SLOPE OF INTENSITY DURATION CURVE = .6000 1 a:t:tattatttt*tttsiutt::tt*ttlt:atttttatttttttt*utttttttt:ta:aunt , FLOW PROCESS FROM NODE 100.00 70 NODE 101.00 IS CODE = 2 1 1 1 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS((«< ------ -------- -»-------- ----------------------------- __=c----�-- DEVELOPMENT IS SINGLE FAMILY RESIDENTIAL -> 5-7 DNELLIWSSIACRE TC = K1I(LENBTH*t 3.00)/(ELEVATION CHANGE)](( .20 INITIAL SUBAREA FLOM-LENGTH(FEET) = 240.00 UPSTREAM ELEVATION(FEET) = 1006.20 DOWNSTREAM ELEVATIONIFEET) = 1003.76 ELEVATION DIFFERENCEIFEET) = 2.44 TC(MIN.) = .3891t( 240.001* 3.00)/( 2.44)311 .20 = 8.722 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.923 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE, Fa(INCH/HR) _ .4850 SUBAREA RUNOFF(CF5) = .97 TOTAL AREA(ACRES) = .44 PEAK FLOW RATE(CFS) = .97 tttaat**tfttatftttttattftttttiti*t**t*fIt*tftttftftttttt**tt*t*t*ttftttf FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 6 )))))COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA((((( s UPSTREAM ELEVATIDN(FEET) = 1003.76 DOWNSTREAM ELEVATION(FEET) = 1002.17 STREET LENGTH(FEET) = 280.00 CURB HEISTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL 6RADEBREAK(FEET) _ •10.00 INTERIOR STREET CRDSSFALL(DECIMAL) = .020 DUTSIDE STREET CROSSFALL(DECIMAL) =. .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 1.64 STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = .34 HALFSTREET FLOOD WIDTH(FEET) = 6.17 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.92 PRODUCT OF DEPTH&VELOCITY = .66 STREET FLOW TRAVEL TIME(MIN.) 2.44 TC(MIN.) = 11.16 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.522 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-> 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. Fa(INCH/HR) = .4850 SUBAREA AREA(ACRES) _ .73 ,SUBAREA RUNOFF(CFS) = 1.34 EFFECTIVE AREA(ACRES) = 1.17 AVERAGED Fa(INCH/HR) = .49 TOTAL AREA(ACRES) = 1.17 PEAK FLOW RATE(CFS) = 2.14 END OF SUBAREA STREET FLOW HYDRAULICS DEPTH(FEET) _ .38 HALFSTREET FLOOD WIDTH(FEET) = 6.98 FLOW VELOCITY(FEET/SEC.) = 2.00 DEPTH*VELOCITY = .75 ttt t$1 ttttttt ttttt1ttttttittttt tt ttt ttt ttit tt 11 tttt) t tttt ttttIt FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 6 )))))COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA((((( UPSTREAM ELEVATIONIFEET) = 1002.17 DOWNSTREAM ELEVATIDNIFEET) _ 1001.54 STREET LENSTH(FEET) = 115.00 CURB HEIGTH(INCHES) = 6. STREET NALFWIDTH(FEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL SRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALLIDECIMAL), = .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 2.81 STREET FLOW MODEL RESULTS: STREET FLOW DEPTHIFEETI = .41 HALFSTREET FLOOD WIDTH(FEET) = 7.80 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.14 PRODUCT OF DEPTH&VELOCITY = .87 STREET FLOW TRAVEL TIME(MIN.) = .89 TC(MIN.) = 12.05 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.408 SOIL CLASSIFICATION IS 'A' • RESIDENTIAL-> 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. FaIINCH/HR) = .4850 SUBAREA AREAIACRES) _ .77 .SUBAREA RUNDFFICFS)= 1.33 EFFECTIVE AREA(ACRES) = 1.94 AVERAGED Fs(INCH/HR) = .49 TOTAL AREA(ACRES) = 1.94 PEAK FLOW RATE(CFS) = 3.36 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .44 HALFSTREET FLOOD WIDTH(FEET) = 8.94 FLON VELOCITY(FEET/SEC.) = 2.19 DEPTHIVELOCITY = .95 llllltlititiittitititttttttittlitttttiittltiiititltltttitltitl gtiltlttiilti FLOW PROCESS FROM NODE -103.00. TO NODE. 104.00 IS CODE = 6 )))))COMPUTE STREET FLOW TRAVEL TIME TIIRU SUBAREA((((< UPSTREAM ELEVATIONIFEET) = 1001.54 DOWNSTREAM ELEVATIDNIFEET) = 1001.23 STREET LENSTH(FEET) = 40.00 CURB HEIGTHIINCHES) = 6. STREET HALFWIDTH(FEET1 = 18.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALLIDECIMAL) = .040 SPECIFIED NUMBER OF AALFSTREETS CARRYING RUNOFF = 1 **TRAVEL TINE COMPUTED USING MEAN FLOW(CFS) = 3.83- STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) _ .42 HALFSTREET FLOOD WIDTH(FEET) = 8.31 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.68 PRODUCT OF DEPTHBVELOCITY = 1.13 STREET FLOW TRAVEL TIME(MIN.) _ .25 TC(MIN.) = 12.30 10 YEAR RAINFALL IWTENSITY(INCH/HOUR) _ . 2.378 SOIL CLASSIFICATION 1S 'A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. Fs(INCH/HR) = .4850 SUBAREA AREA(ACRES) = -.55 SUBAREA RUNDFF(CFS) = '.94 EFFECTIVE AREAIACRES} = 2.49 . AVERAGED Fa(INCH/HR) = .49 TOTAL AREA(ACRES) = 2.49 PEAK FLOW RATE(CFS) = 4.24. END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .45 HALFSTREET FLOOD WIDTH(FEET) = 9.56 FLOW VELOCITY(FEET/SEC.) = 2.57 DEPTH$VELOCITY = 1.15 c�.tilwhitz ri;AP.MA0ec:i. f 1 1 1 1 1 1 1 »ttrstrs»ssttt:tstrsrttsststrzrrrrsrr:sstrtsrsttssststrstrts stsszrrr:Itrs FLOW PROCESS FROM NODE 104.00 TO NODE 105.00 I5 CODE = 6 )))))COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««( -------- UPSTREAM ELEVATION(FEET) = 1001.23 DOWNSTREAM ELEVATIONIFEET) = 999.70 STREET LENSTH(FEET) = 180.00 CURB HEISTH(INCHES) = 6. • STREET HALFWIDTH(FEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL SRADEBREAKIFEET) = 10.00 INTERIOR STREET CRDSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL1DECIMAL) _ .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 *$TRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 4.66 STREET FLOW MODEL RESULTS: STREET FLOW DEPTH WEET) = .45 HALFSTREET FLOOD VIDTH(FEET) = 9.56 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.82 PRODUCT OF DEPTH&VELOCITY = 1.26 STREET FLOW TRAVEL TIME(MIN.) = 1.06 TC(MIW.) = 13.36 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.263 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-> 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. F.IINCH/HR) = .4850 SUBAREA AREA(ACRES) _ .52 SUBAREA RUNDFFICFS) = .83 EFFECTIVE AREA(ACRES) = 3.01 AVERAGED Ea(INCH/HR) = .49 TOTAL AREA(ACRES) = 3.01 PEAK FLOW RATEICFS) = 4.82 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) _ .46 HALFSTREET FLOOD WIDTH(FEET) = 10.19 FLOW VELOCITY(FEET/SEC.1 = 2.72 DEPTHIVELOCITY = 1.25 FLOW PROCESS FROM NODE 105.00 TO NODE 106.00 IS CODE = .6 )))))COMPUTE STREET FLOW TRAVEL TINE•THRU SUBAREA««( UPSTREAM ELEVATION(FEET) = 999.70 DOWNSTREAM ELEVATIONIFEET) = 999.38 STREET LENGTH(FEET) = 40.00 CURB HEIGTHtINCHES) = 6. STREET HALFWIDTHIFEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL SRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 *$TRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 5.27 STREET FLOW MODEL RESULTS: STREET FLOW DEPTHIFEET) = .47 HALFSTREET FLOOD VIDTH(FEET) = 10.81 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.77 PRODUCT OF DEPTHIVELOCITY = 1.31 STREET FLOW TRAVEL TIMEIMIN.) = .24 TC(MIN.) = 13.60 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.239 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. Ft1INCH/HR) = .4850 SUBAREA AREAtACRES) = .58 SUBAREA RUNOFFICFS) = .92 EFFECTIVE AREAIACRES) = 3.59 AVERAGED Fe(INCH/HR) = .49, TOTAL AREA(ACRES) = 3.59 PEAK FLOW RATEiCFS) = 5.67 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTHIFEET) _ .49 HALFSTREET FLOOD WIDTH(FEET) = 11:44 FLOW VELOCITYIFEET/SEC.1 = 2.77 DEPTHIVELOCITY = 1.34 onoba{nAiWSaNinlir,Kr 4e,tSllcnaY•r, tslnAs[4.,:, 1 )))))COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<(((< UPSTREAM ELEVATION(FEET) = 999.38 DOWNSTREAM ELEVATION(FEET) = 999.04 STREET LENSTH(FEET) = 40.00 CURB 18:1STHIINCHESI = 6. STREET HALFNIDTH(FEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAX(FEET) = 10.00 INTERIOR STREET CROSSFALLIDECIMALI = .020 OUTSIDE STREET CROSSFALL(DECINAL) _ .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVEL TIME COMPUTED USING MEAN FLOW(CFS1 = 6.10 STREET FLOW MODEL RESULTS: STREET FLOW DEPTHIFEETI = .50 HALFSTREET:Ft0D VIDTH(FEET) = 12.06 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.78 PRODUCT OF DEPTH&VELOCITY = 1.38 STREET FLOW TRAVEL TIME(MIN.) _ .24 TWIN.) = 13.84 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.216 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. FitINCH/10) = .4850 SUBAREA AREA(ACRES) = .55 SUBAREA RUNOFF(CFS) _ .86 EFFECTIVE AREA(ACRES) = 4.14 AVERAGED Fe(INCH/HR) = .49 TOTAL AREAIACRES) = ' 4.14 PEAK FLOW RATE(CFS) = 6.45 . END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .50 HALFSTREET FLOOD WIDTH(FEET) = 12.06 FLOW VELOCITY(FEET/SEC.) = 2.94• DEPTH*VELOCITY =' 1:46 ustt*tttt*mutit**it*ittitstuttmutttttitit*ittt*itttttttttit*ttotttt FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 6 )))))COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<(<(< -------------------- UPSTREAM ELEVATION(FEET1 = 999.04 DOWNSTREAM ELEVATION(FEET1 = 997.42 STREET LENBTH(FEET):= 180.00 CURB HEIGTHIINCHES) = 6. STREET HALFNIDTH(FEET) = 18.00 DISTANCE FROM CROWN 10 CROSSFALL GRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVEL TI1E COMPUTED USING MEAN FLOV(CFS1 = 6.84 STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EICEEDS TOP OF CURB. • THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS. ALL FLOW ALONG THE PARKWAY. ETC., IS NEGLECTED. STREET FLOW DEPTH(FEETI = .51 HALFSTREET FLOOD WIDTHIFEET) = 12.69 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.92 PRODUCT OF DEPTHBVELOCITY = 1.49 STREET FLOW TRAVEL TINE(MIN.1 = 1.03 TC(MIN.) = 14.67 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.122 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. F.IINCH/HR) _ .4850 SUBAREA AREAIACRES) _ .53 SUBAREA RUNOFFICFS) = .78 EFFECTIVE AREA(ACRES) = 4.67 AVERAGED F.(INCH/HR) _ .49 TOTAL AREAIACRES) = 4.67 PEAK FLOW RATE(CFS) = 6.88 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .51 HALFSTREET FLOOD WIDTHIFEET) = 12.69 FLOW PROCESS FROM NODE 108.00 TO NODE 109.00 IS CODE = 6 )))))COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA«'{< UPSTREAM ELEVATIDN(FEET1 = 997.42 DOWNSTREAM ELEVATIDN(FEET1 = 997.09 ?STREET LENGTH(FEET) = 40.00 CURB HEISTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL 6RADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 7.29 STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE.OF THE STREET CHANNEL. THAT IS. ALL FLOW ALONG THE PARKWAY. ETC.. I5 NEGLECTED. STREET FLDW DEPTH(FEET) _ .52 HALFSTREET FL00D WIDTH(FEET) = 13.31 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.91 PRODUCT OF DEPTH&VELOCITY = 1.52 STREET FLOW TRAVEL TIME(MIN.)'= .23 , TC(MIN.) = 15.10 10 YEAR RAINFALL INTENSITY(INCH/HDUR) = 2.103 SOIL CLASSIFICATION 15 °A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. Fm(INCH/HR) _ .4850 SUBAREA AREA(ACRES) _ .56 SUBAREA RUNDFF(CFS) = .82 EFFECTIVE AREA(ACRES) _ 5.23 AVERAGED Fm(INCHINR)_= .49 TOTAL AREA(ACRES) = 5.23 PEAK FLDW RATE(CFS) = 7.62 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .53 HALFSTREET FLOOD MIDTH(FEET) = 13.94 FLOW VELOCITY(FEET/SEC.? = 2.84 _ DEPTHIVELOCITY = 1.52 1 1 1 1 1111tM4Et'attittt4titb21/i tttff Mbil E:ittittE4E4ifittitIV MM%x;F:litti FLOW PROCESS FROM NODE 109.00 TO NODE 110.00-IS CODE = 6 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA(« ( M9PSTREAM ELEVATION(FEET) = 997.09 DOWNSTREAM ELEVATION(FEETI = 994.91 �iTREET LEN&TH(FEET) = 180.00 CURB HEIBTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 18.00 IDISTANCE FROM CROWN TO CROSSFALL SRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALLIDECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .040 111 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 1 **TRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 8.15 • STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED. ON THE ASSUMPTION THAT NE6LIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTHIFEET) = .51 HALFSTREET FLOOD WIDTH(FEET) = 12.69 AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.47 PRODUCT OF DEPTH&VELOCITY = 1.77 STREET FLOW TRAVEL TIME(MIN.) = .86 TC(MIN.) = 15.97 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.034 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-> 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. Fm(INCH/HR) = .4850 SUBAREA AREAIACRESI = .76. SUBAREA RUNOFFICFS) = 1.06 FFECTIVE AREA(ACRES) = 5.99 AVERAGED F!(INCH/HR) = .49 TOTAL AREA(ACRES) = 5.99 PEAK FLOW RATE(CFS) = 8.35 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .51 HALFSTREET FLOOD WIDTH(FEETI = 12.69 FLOW VELOCITY(FEET/SEC.1 = 3.56 DEPTHIVELOCITY = 1.82 171I17171I11111 11111111;1171717 171111117 I1717ul mILI7I7x1►!i m t li m ai FLOW PROCESS FROM NODE 109.00 TO NODE 110.00 1S CODE = 1 ))>»DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<(<(< 1 1 t 1 r 1 f TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 15.97 RAINFALL INTENSITY(INCHIHR) = 2.03 AVERAGED Fe(INCH/HR) = .49 EFFECTIVE STREAM AREA(ACRES) = 5.99 TOTAL STREAM AREA(ACRES) = 5.99 PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.35 itttittt1tttttttttit1tittttittfttfftftttt1ft1111111t$tttltitttlttttt1tfil1tt FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 2 >)»»RATIONAL METHOD INITIAL SUBAREA ANALYSIS(«(( DEVELOPMENT IS SINGLE FAMILY RESIDENTIAL-) 5-7 DWELLINGS/ACRE IC = Kti(LENSTH*I 3.00)/(ELEVATION CHAN8E)3tt .20 INITIAL SUBAREA FLOW-LENSTH(FEET) = 240.00 UPSTREAM ELEVATIONIFEET) = 999.72 DOWNSTREAM ELEVATION(FEET) = 997.40 ELEVATION DIFFERENCE(FEETI = 2.32 TCIMIN.) = .38911( 240.0011 3.00)/( 2.32)3tt .20 = 8.810 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.906 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. Fe(INCH/HR) _ .4850 SUBAREA RUNOFFICFS) _ .78 TOTAL AREA(ACRES) = .36 PEAK FLOW RATE(CFS) = .78 itlittitltgtMIM glltittttlitttlittttttttttlttt 1 M1111itittifttttttttl FLOW PROCESS FROM NODE 201.00 TO NODE 110.00 IS CODE ,= 6 )))))COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««( UPSTREAM ELEVATIONIFEET) = 997.40 DOWNSTREAM ELEVATIDNIFEET) = 994.91 STREET LENSTH(FEET) = 185.00 CURB HEI6THIINCHES) = 6. STREET HALFWIDTHIFEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL SRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMALI = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF .= 1 1*TRAVEL TINE COMPUTED USING MEAN FLOW(CFS) = 1.22 STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) _ .28 HALFSTREET FLOOD WIDTH(FEET) = 4.55 AVERAGE FLOW VELOCITY(FEET/SEC.) _ 2.40 PRODUCT OF DEPTH&VEIOCITY = .67 STREET FLOW TRAVEL TIME(MIW.) = 1.29 . TC(MIN.) = 10.10 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.678 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-> 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. F.(INCH/HR). _ .4850 SUBAREA AREAIACRES) = .44 SUBAREA RUNOFFICFS) = .87 EFFECTIVE AREA(ACRES) = .80 AVERAGED F.(INCH/HR) = .49 TOTAL AREA(ACRES) = .80 PEAK FLOW RATE(CFS) = 1.58 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTHIFEET) = .29 HALFSTREET FLOOD WIDTH(FEET) _' 4.95 FLOW VELOCITY(FEET/SEC.) = 2.69 DEPTH*VELOCITY = .79 e tilt ttttttt ttt atttttttttt ttttttttni ttttittttttttttttttttt ttttttttttt FLOW PROCESS FROM NODE 201.00 TO NODE 110.00 IS CODE = 1 )))))DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE(<(<( ))»>AND COMPUTE VARIOUS CONFLUENCED.STREAM VALUES((«( • TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATIDN(MIN.) = 10.10 RAINFALL INTENSITY(INCH/HR) = 2.68 AVERAGED Fa(INCH/HR) _ .49 EFFECTIVE STREAM AREA(ACRES) = .80 TOTAL STREAM AREA(ACRES) _ .80 PEAK FLOW RATE(CFS) AT CONFLUENCE =- 1.58 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. It PEAK FLOW RATE TABLE tt U(CFS) Tc(MIN.) Fa(INCH/HR) Ae(ACRES) 1 9.47 15.97 .485 6.79 2 9.05 10.10 - .485 4.59 COMPUTED CONFLUENCE ESTIMATES AREAS FOLLOWS: PEAK FLOW RATE(CFS) = 9.47 Tc(MIN.) = 15.965 EFFECTIVE AREA(ACRES) = 6.79 AVERAGED Fa(INCHIHR) = .48 TOTAL AREA(ACRES) = 6.79 tittttiitttitititttitttttttttttttitititttitttttittttittititttttitittittititt FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE = 2 )))))RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ---------....... ------------------------........ ...... DEVELOPMENT IS SINGLE FAMILY RESIDENTIAL -> 5-7 DWELLINGS/ACRE TC = K*I(LENSTHft 3.00)/(ELEVATION CHANSE11tt .20 INITIAL SUBAREA FLOW-LENGTH(FEET) = 240.00 UPSTREAM ELEVATIDNIFEET) = 1004.95 DOWNSTREAM ELEVATIONIFEET) = 1002.96 ` ELEVATION DIFFERENCE(FEET) = 1.99 TCHIIN.) _ .389tI( 240.0011 3.00)/( 1.99)1tt .20 = 9.085 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.853 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. Fa(INCH/HR) _ .4850 SUBAREA RUNOFF(CFS) = .83 TOTAL AREA(ACRES) = .39 PEAK FLOW RATE(CFS) = .83 sttsttsttsts»ttutsttttttttsstttttttstttttstsssttstssttstttutttststttttttt FLOW PROCESS FROM NODE 301.00 TO NODE 302.00 IS CODE = 6 )))))COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA«« < UPSTREAM ELEVATION(FEET) = 1002.96 DOWNSTREAM ELEVATION(FEET) = 1002.22 STREET LENOTH(FEET) = ' 150.00 : CURB HEIBTH(INCHES) = 6. STREET HALFNIDTHIFEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL SRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMALI = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 IITRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 1.37 STREET FLOW MODEL RESULTS: STREET FLOW DEPTHIFEET) _ -.33 HALFSTREET FLOOD NIDTH(FEET) = 5.77 AVERAGE FLOW VELOCITY(FEET/SEC.) _. 1.81 PRODUCT OF DEPTH&VELOCITY = , .59 STREET FLOW TRAVELTIME(MIN.) = 1.38 TCIMIN.) = 10.47 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.620 SOIL CLASSIFICATION IS 'A' RESIDENTIAL—) 5-7.DWELLINSS/ACRE SUBAREA LOSS RATE, F.IINCHIHR) _ .4850 SUBAREA AREA(ACRES) = .57 • SUBAREA RUNOFFICFS) = 1.10 EFFECTIVE AREA(ACRES) = .96 AVERAGED Fa(INCH/HR) _ .49 TOTAL AREAIACRES) _ .96 PEAK FLON RATEICFS) = 1.84 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = .36 HALFSTREET FLOOD NIDTH(FEET) = 6.5B • _FLOW VELOCITY(FEET/SEC.)'= '1.92 DEPTH$VELOCITY = .69 •�„ � i;;,;,<ix,:;, ; ., .:•,NT.ow9sti.trope$k14154whirokAFott*RmAuiscsoiSpizfeArcoggksiti4s4INiki Ns yAfia c; Kdt)rtarkasarrt ixe+K irs �� t*tttuttttttt$ttt*tu*1$tt*****ttas:autt**t****taut*ttIttt$Ittt**tut* FLOW PROCESS FROM NODE 302.0Q TO NODE . 303.00 I8 CODE = 6 >)>)>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM ELEVATIDNIFEET) = 1002:22 'DOWNSTREAM ELEVATIDNIFEET) = 1000.79 STREET LENGTH(FEET) = 280.00 CURB HEISTH(IWCHES) = 6. STREET HALFNIDTHtFEET)•= 18.00 DISTANCE FROM CROWN TO CRDSSFALL SRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .040 SPECIFIED NUMBER OF HALFSTREETS.CARRYING RUNOFF = 1 **TRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 2.45 STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = .39 HALFSTREET FLOOD WIDTH(FEET) = 7.39 AVERAGE FLOW VELDCITY.IFEET/SEC.) = 2.07 PRODUCT OF DEPTH*VELOCITY = .81 STREET FLOW TRAVEL TIME(MIN.) = 2.26 TC(MIN.) = 12.73 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.330 SOIL CLASSIFICATION IS 'A'. • RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. FWtINCH/HR) _ .4850 SUBAREA AREA(ACRES) _ .73 SUBAREA RUNOFFICFS) = 1.21 EFFECTIVE AREAtACRES) = 1.69 AVERAGED F\(INCH/HR) = .49 TOTAL AREA(ACRES) = 1.69 PEAK FLOW RATE(CFS) = 2.81 END OF SUBAREA STREET FLOM HYDRAULICS: DEPTH(FEET) = .41 HALFSTREET FLOOD WIDTHIFEET) = 7.80 FLOW VELOCITY(FEET/SEC.) = 2.14 DEPTH*VELOCITY = .87 ***t*t*tt***qt*t*************IMMtit*t**t***q********t*t***SOM FLOW PROCESS FROM NODE 303.00 TO NODE 304.00 IS CODE = 6 »)COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREACCM UPSTREAM ELEVATION(FEETI = 1000.79 DOWNSTREAM ELEVATION(FEETI = 998.45 STREET LENGTH(FEET) = 280.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL-6RADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMALI = .020 OUTSIDE STREET CROSSFALLIDECIMAL) _ .040 SPECIFIED NUMBER OF I1ALFSTREETS CARRYING RUNOFF = 1 **TRAVEL TIME_COMPUTED USING MEAN FLOW(CFS) = 3.35 STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) =. .41 HALFSTREET FLOOD WIDTH(FEET) = 7.80 AVERAGE FLOW VELOCITYIFEET/SEC.) = 2.56 PRODUCT OF DEPTHIVELOCITY = 1.04 STREET FLOW TRAVEL TIME(MIN.) = 1.82 TC(MIN.) = 14.55 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.150 SOIL CLASSIFICATION I5 'A' ' _ • RESIDENTIAL-) 5-7 DNELLINSSIACRE SUBAREA LOSS RATE. F.(INCH/HR) _ .4850 SUBAREA AREA(ACRES) = .73 SUBAREA RUNOFFICFS) = 1.09 EFFECTIVE AREA(ACRES) = 2.42 AVERASED Fa(INCH/HR) = .49 TOTAL AREA(ACRES) = 2.42 PEAK FLOW RATE(CFS) = 3.63 END OF SUBAREA STREET FLOW HYDRAULICS: ` DEPTH(FEET) _ .41 HALFSTREET FLOOD WIDTH(FEET) = 7.80 FLOW VELOCITY(FEET/SEC.* = •2.77 DEPTH*VELOCITY = 1.13 111/111i1M1t1itlltitititttt:t111tlt1tt11111111111ttilllttlt111ttttlttli:tt FLOW PROCESS FROM NODE 304.00 TO NODE 305.00 IS CODE = 6 »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA«(< UPSTREAM ELEVATIONIFEET) = 998.45 DOWNSTREAM ELEVATIDNIFEET) = 994.96 STREET LENBTHIFEET) = 280.00 CURB HEISTHIINCHES) = 6. STREET HALFWIDTHIFEET) = 18.00 DISTANCE FROM CROWN TO CROSSFALL SRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .040 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 *)TRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 4.14 STREET FLOW MODEL RESULTS: STREET FLOW DEPTHIFEET) _ .41 HALFSTREET FLOOD WIDTH(FEET) = 7.80 AVERAGE FLDV VELOCITY(FEET/SEC.) = 3.16 PRODUCT OF DEPTH&VELOCITY = 1.29 STREET FLOW TRAVEL TIME(MIN.) = 1.48 TC(MIN.) = 16.03 • 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.029 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE, Fa(INCH/HR) _ .4850 SUBAREA AREA(ACRES) = .74 SUBAREA RUNOFF(CFS) = 1.03 EFFECTIVE AREA(ACRES) = 3.16 AVERAGED Fa(INCH/HR) = .49 TOTAL AREA(ACRES) = ' 3.16 -PEAK FLOW RATE(CFS) = 4.39 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) _ .41 HALFSTREET FLOOD WIDTH(FEET) = 7.80 FLOW YELOCITY(FEET/SEC.) = 3.35 DEPTHIVELOCITY = 1.37 tttttlttttt gittitftttitttfititttitttittttttitttttttftittifittititfttitititt FLOW PROCESS FROM NODE 304.00 TO NODE 305.00 IS CODE = 1 »>)>DESISNATE INDEPENDENT STREAM FOR CONFLUENCE««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 16.03 RAINFALL INTENSITY(INCH/HR) = 2.03 AVERAGED F.(INCH/HR) _ .49 EFFECTIVE STREAM AREA(ACRES) = 3.16 . TOTAL STREAM AREA(ACRES) = 3.16 PEAK FLAW RATE(CFS) AT CONFLUENCE = 4.39 itttitiitttiitifitttfttltittttflit:11101tfttittitttitttttttititttitittttfit FLOW PROCESS FROM NODE 400.00 TO NODE 401.00 IS CODE = 2 >)»)RATIONAL METHOD INITIAL SUBAREA ANALYSIS«(« DEVELOPMENT I5 SINGLE FAMILY RESIDENTIAL -> 5-7 DWELLINGS/ACRE TC = K*I(LENRTHtt 3.00)/(ELEVATION CHANSEIIs1 .20 INITIAL SUBAREA FLOW-LEN6TH(FEET) = 240.00 UPSTREAM ELEVATION(FEETI = 999.72 DOWNSTREAM ELEVATION(FEET) = 996.40. ELEVATION DIFFERENCEIFEET) = 3.32 TCIMIN.) = .3891(( 240.0011 3.00)/( 3.32)I11 .20 = 8.201 • 10 YEAR RAINFALL INTENSITY(INCH/HOUR) _" 3.033 SOIL CLASSIFICATION IS 'A' RESIDENTIAL-) 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE, F.(INCH/HR) = .4850 SUBAREA RUNOFFICFS) _ .76 - TOTAL AREA(ACRES) _ .33 'PEAK FLOW RATE(CFS) _ .76 rrrtrrrtttrtrrttrtrtttt ttrrrtrtt rrrrrrrtrtr ttrittrsttricxiaaija :us,z�t FLOW PROCESS FROM NODE 401.00 TO NODE 305.00 IS CODE = 6 »»>COMPUTE STREET FLOM TRAVEL TIME THRU SUBAREA««< 11[40STREAM ELEVATION(FEET) = 996.40 DOWNSTREAM ELEVATION(FEET) = 994.96 .'(REET LENGTH(FEET) = 180.00 CURB HEI6TH(INCHE5) = 6. STREET HALFWIDTH(FEET) = 18.00 IDISTANCE FROM CROWN TO CROSSFALL SRADEBREAK(FEET) = 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .040 1 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 I**TRAVEL TIME COMPUTED USING MEAN FLOW(CFS) = 1.40 STREET FLOW MODEL RESULTS: STREET FLOW DEPTH(FEET) = .31 HALFSTREET FLOOD WIDTH(FEET) = 5.36 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.09 PRODUCT OF DEPTH&VELOCITY = .65 STREET FLOW TRAVEL TIME(MIN.) = 1.43 TC(MIN.) = 9.63 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.754 SOIL CLASSIFICATION.IS . IRESIDENTIAL-> 5-7 DWELLINGS/ACRE SUBAREA LOSS RATE. F.(INCH/HR) = .4850 SUBAREA AREA(ACRES) _ .63 SUBAREA RUNOFF(CFS) = 1.29 EFFECTIVE AREA(ACRES) _ .96 AVERAGED Fi(INCH/HR) = .48 TOTAL AREA(ACRES) _ .96 PEAK FLOW RATE(CFS) = 1.96 J END OF SUBAREA STREET FLOW HYDRAULICS: 'DEPTH(FEET) = .34 HALFSTREET.FLOOD WIDTH(FEET) = 6.17 ( 1OW VELOCITY(FEET/SEC.I = 2.29- DEPTH:VELOCITY = .78- • 111 ttttttrMMUMIttittttuttttttttiuttttuutitttttttuuttttMsoot*** • FLOW PROCESS FROM NODE . 401.00 TO NODE 305.00 IS.CODE = 1 • »»)DESISNATE INDEPENDENT STREAM FOR CONFLUENCE««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = ~====- =_---_____---__ „ === _ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE; TIME OF. CONCENTRATION(MIN.) = 9.63 • RAINFALL INTENSITY(INCH/HR) = 2.75. AVERAGED Fm(INCH/HR) = .48 • - la EFFECTIVE STREAM AREA(ACRESI = .96 TOTAL STREAM AREA(ACRES) = .96 • PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.96 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. . I *t PEAK FLOW RATE TABLE *t 11(CFS) TCIMIN.1 Fi(INCH/HR) Ae(ACRES) 1 5.73 16.03 f .485 4.12 2 5.84 9.63 .485 2.86 III.OMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: . PEAK FLOW RATE(CFS) = 5.84. Tc(MIN.) . 9.633 --ill- EFFECTIVE AREA(ACRES) _ • 2.86 AVERAGED F.(INCH/HR)-=- .49 TOTAL AREA(ACRES) = 4.12 1 1 itlh multi m us11lt1ttttlttsttt1littstlOtt:tsllttttttttttttt:tsisltitst IFLOW PROCESS FROM NODE 305.00 TO NODE 5(2400.00 IS CODE = 4 >)» )COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA(«« J»»USING USER -SPECIFIED PIPESIIE(((<( '=---_- - ---__-____----_________ --- DEPTH OF FLOM IN 18.0 INCH PIPE IS 5.5 INCHES PIPE -FLOW NELOCITY(FEETISEC.) _. 12.7 UPSTREAM NODE ELEVATION(FEET) = 94.96 DOWNSTREAM NODE ELEVATION(FEET) = 90.19 FLOW LENGTH(FEET) = 50.00 NANNING'S N = :014 SIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) _ 5.84 TRAVEL TIME(MIN.) _ .07 TC(MIN.) = 9.70 sttflftltttttttttitftttfttttiftitttftisttttttftfttittttttt$iittttti1ttittttf II FLOW PROCESS FROM NODE 305.00 TO NODE64460.00 IS CODE = 1 1 »»>DESISNATE INDEPENDENT STREAM FOR CONFLUENCE((((( t -------------------------------------------_=---------------- TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATIDW(MIN.) = 9.70 RAINFALL INTENSITYUINCH/HR) = 2.74 AVERAGED Fa(INCHIHR) _ .49 EFFECTIVE STREAM AREA(ACRES) = 2.86 TOTAL STREAM AREA(ACRES) = 4.12 PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.84 ✓ 4titttlfttfifttfttttttffttttttttltlitttfltttttttitttfftttttttttttittifttftt FLOW PROCESS FROM NODE 110.00 TO NODE 6i40.00 IS CODE = 7 »»>USER SPECIFIED HYDROLOGY INFORMATION AT NODE«((< P USER -SPECIFIED VALUES ARE AS FOLLOWS: TCIMIN.) = 15.97 RAINFALL INTENSITY(INCH/HR) = 2.03 0 EFFECTIVE AREA(ACRES) = 6.79 TOTAL AREA(ACRES) = 6.79 PEAK FLOW RATE(CFS) = 9.50 AVERAGED LOSS RATE. Fi(IWCH/HR) _ .490 NOTE::EFFECTIVE AREA IS USED AS THE TOTAL CONTRIBUTING AREA FOR ALL CONFLUENCE ANALYSES. IIIttftfttiIftftftttttttfffttfftttttttt$tttiftfffttitt;1ttftftftlittltlt:tftftl FLOW PROCESS FROM NODE 110.00 TO NODE (2i400.00 IS CODE = 4 • )»»COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»)USING USER -SPECIFIED PIPESIIE«((( DEPTH OF FLOW IN 24.0 INCH PIPE IS 6.0 INCHES PIPE -FLOW VELOCITY(FEET/SEC.) = 15.6 UPSTREAM NODE ELEVATION(FEET) = 94.91 DOWNSTREAM NODE ELEVATION(FEET) = 90.19 11 FLOW LENGTH(FEET) = 38.00 MANNING'S N =..014 GIVEN PIPE DIAMETER(INCH) = 24.00• NUMBER OF PIPES = PIPE-FLOV(CFS) = 4.50 ITRAVEL TIME(MIW.) _ .04 TC(MIN.) = 16.01 sttssstststttstmsttssmstssstmmtssss:tyttmsttstst tttststst ilmst IIIFLOW PROCESS FROM NODE 110.00 TO NODE 5 '0.00 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE((«< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES(<«( TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ITIME OF CONCENTRATION(MIN.) = 16.01 RAINFALL INTENSITY(INCH/HR) = 2.03 AVERAGED F.(INCH/HR) _ .49 EFFECTIVE STREAM AREA(ACRES) = 6.79 1 TOTAL STREAM AREA(ACRES) = 6.79 PEAK FLOW RATE(CFS) AT CONFLUENCE = 9.50 IliRAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. tt PEAK FIN RATE TABLE tt D(CFS) Tc(MIN.1 Fa(INCH/HR) Ae(ACRES) 1 14.26 9.70 .488 6.97 2 15.19 16.09 .488 10.91 lit3 15.23 16.01 .488 10.89 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: IPEAK FLOW RATE(CFS) = 15.23 Tc(MIN.) = 16.011 EFFECTIVE AREAIACRES) = 10.89 AVERAGED FI(INCH/HR).= .49 TOTAL AREA(ACRES) = 10.91 ill -END OF ----- SUMMARY: = - =--------TUDY---------------------==-----_____:_ TOTAL AREA(ACRES)10.91 TC(MIN.) 16.01 EFFECTIVE AREA(ACRES) = 10.89 AVERAGED Fi(INCH/HR)= .49 PEAK FLOW RATE(CFS) = 15.23 stt PEAK FLOW RATE TABLE It* Q(CFS) Tc(MIN.) F.(INCH/HR). Ae(ACRES) I1 14.26 9.70 .488 6.97 2 15.19 16.09 .488 10.91 3 15.23 16.01 .48B 10.89 ---------------------- IIIEND OF RATIONAL METHOD ANALYSIS t r 1 Rtttttttttttttsttttttttttttttttttttttttttttttttttttttttttttittttttttttt$1tttt RATIONAL METHOD HYDROLOGY COMPUTER PRDSRAM PACKASE 111 (Reference: 1926 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Coovriaht 1983-BB Advanced Engineering Software tars) Ver. 5.2A Release Date: 7/0e%E£ Seria'. li 2941 111 AnaIvsis creoared by: M:Cutchan C.r:canv. I^_. 1 269G Mater: StreRt P3==eora. California 9'1107 (B1G) 56B-2474 FA;, t91e) 795-4 96 I #tt122#tt#ttttttttttttt#2t £ESCRIPTI04 CF STUDY ttttttttttttttttttttt#it#t t "ONTANA TR :T 14246 SAN BER`SAFt IND COL"ITY t t 10-YEAR STORM RUNOFF OFFEITE DRAIIiABE t IIi t # Ittttt#ttttttttttttt#tttttttttttttttt$titt#tttt°t9#t?tttt#tttttttttt#ttttt II FILE NAME: D:\TR14248\FE142483.010 TIME,'DATE OF STUDY: 1::13 12/14/17E9 USER SPECIFIED HYORELOEY AN" HYDRAL'L12 M3DEL I!FOFMATIii:: I- ; ME r.F-C '1: TRAT O": ".2 E_t--III VEER SP :I`I_D ETCRv EVE T(tE0.11 = 1(.00 SPt I..__ MIND'M F:PE ST E(INC-) = 1E00 CPC PER:FNT OF OI (E2IM i ) TO LEE FOR !ft• ❑s O _ ( t'US_R-DEFINET.' LOSARITLNIC INTERPD_ATIO' USED FOR. F..INFA' L t !)-YEAR STJSS' 0-Ir:N _TE TtTE1{E:T .N S' iOCR) - .91) 100v A:. ETOR cr MINU-E INTENSI7V;I!,..P1f'CURI = 1.33 CT!=': r RAINFALL INTENSITY DATA: I STDR EVEN' = 1000 1 HC P. :A E TV(1ICJ/P.OUR) _ .9914: SLOP: 2F INTENSITY DU+RATIV CURVE = .60n tttrt7++t#ttttttttttt tttfttt#ttittttttttittttttt+tttt:ttittttItUfitttntttt F n, '-"" FF-,X R'1DF 00.0C NOOE 60:.00 :E CC:E = 2 ' ;?`` RA:I V. yr ''j INITIAL :GAR A A`:A_Y:.T.; •:tJ EV L P NT :E SSIN2_E Cis-.MIL.7 ZEE:..E, TI•!' C 10 n:E';INSS.;ArRE Tr K iLE.. STStt .0�;11=LEVA.T? D):*C?F';EE1 tt INITIAL SUE F 0 T (FEET) a;7:.fY:_ GL�L'HS�:4 _iia• ���: '.fir{~ -.( - 140.00 UPSTREAM Et EVu IO E 1 = 1301Ti DOWNSTREAM ELEVATIONC58 4, ELEVATION DIFFESEV1FEETi = 2.90 TC(MIN.) _ .374Eif 140.O0tt 3.0 f.1 2.90)Itt .2' - - 5.° 2 10 YEAR RAINFALL INTENSITYIi"•:D ./H U!R: = 3.710 SOIL CLASSIFICATID�� I.. `A' RESiDENTsA'-) "n-100 Dn_LLIN2 A2 ELEAR A. LEES RATE. . iIN."rIER) = .3ES3 SUBAREA RIJI OF. (CFE) = .5 TrAL AF_A(A R_S(_ P_Fi. FLDN RA _IEI .`r Immmi tt#t tt#'<tm tlItt#tttFttItttttttttftttttttttitttittttttttttIttt, LOW -RDCE3E FROM !OE 801.00 7.1 602, 0) It = 6 NODE J :DOE _ . , :O.0 :'." E FREE- FLO) T3AVFL TIME S ' A3=A.0 : `.< bJ tt Ltri6itt(` tI) = ZYU,UU LUKt htltlhi1 ::N:.ti) _ STREET HALFWIDTH(FEET} = 20.00 DISTANCE FROM CRROWN TO CRL'SSFALL 6RADENREAY,(FEET} = 12.00 INTERIOR STREET CROSSFALL(DECIMAL} = .020 OUTSIDE STREET CROSEFA s(DECII'=L} _ .040 SPECIFIED NUMBER OF HALFSTRZETS CARRYING RUNOFF = 1 1 1 1 t4Sr;1t1ittttIlt;ltxt!11#tt***0tl;t:tb##t#44E4tEb111;1#1't1#t;#Ext401.ttttti'41 FLOW FR C_E. 'C'!� NODE 60i.00 T : NODE 602. 00 `3 LED= = 1 c��' Fn' + 1 1 1 1 1 1 1 02ttixttlit3111`'!'ii#1#1#*011.11t:2tmtt; t4tiM***;tiS110**0t;#g4skti M FLCs. FROCEBE 7.ur NODE 701.00 TO NO3.7 702.0 13 Ern_ = 6 ))>:•>C=t;SN TE INDEPENDENT ETREAFOR. CONFL !E NC_ '!! i TOTAL F N"L'i."REF: OSTREI; tS = 2 ,, � CONF'_UE}:DE VALUES :EES FOR INDEPENDENT STP.EA" . ARE: :?:: OF CJN EI;TRAT. •1i(C:';.} = 7.25 RAINFALL IN EI:SITY(INCS/HFI _ Z.27 AV.:."•D-D F tINCHI'(R} _ .J EFFECTIVE STREAM -:PEAtACFEE} _ .62 TOTAL =TREAD; A".EA(ACRES} _ .62 PEA;. FL2* T (1 S) AT Ci,' -L ENCE _ :.61 211$1144#tiitt##itttIll itttitttittitttt*Eb3.;###4x{#fF#Chita# Chit ti?r+l:;ti FLOW F EEE F 3p NODE 700.00 NOCE 701.O0 IS C7DE _ >>>>)RP.; I:NAL METE i I''ITIAL S:i8PP.FE . . YE__:«( **TRAVEL TIME COM=CITED MEG MEAN FLOW(CFS} _ 1.12 STREET FLOW MODEL RESULTS: STREET FLOC: DEPTH(FEET} _ .24 HALFSTREET FLOOD WIDTHCFEET} = 2.94 AVERAGE FLC'd VELOCITY(FEET/SEC.} = 3.4E PRODUCT 2F DEPTH&VELOCITY = ' .R? STREET FLOW TRAVEL TIME(MIN. } = 1.39 MEN.) = 7.25 10 YEAR RAINFALL INTENSITYtINCINOUR; = 3.266 SOIL CLASSIFICA.TIC? 13 °A" RESIDENTIAL-> 6-10 DWELLINGS/ACRE SUBAREA LOGS RATE. Fm(INCH/}(R} = .3330 E!+5GREA AREAi4CRES1 _ .47 S 8LREP RONOFFICFS} = 1.11 EFFEDTIYE AREA(ACRES) _ .62 AVERASED F„.(INC:4/HR} - .39 TOTALAREA(ACREE} _ .62 yPEAK FLOW RATE(CFE} = 1.61 FAD OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) - .26 !HALFir.ttT FLOOD WID-t?(FEET} = 4.06 FLOW VEL:}CITY(FEET/ EC.} = 3.35 DEPTH#VELOCITY = .94 ' lE' 0PY-'+' SINGLE AY1 Y ESS•^.EN' _ 1 .,W • ! E _�_", ter; ... .it�c rrr.� .� R ._ .iAL 6- 0 ,�',5-Lt cSiNCEE TC t r - n - 0.. E EV .n.. CF4NGE11t; C Ki.,l 46�nt.t :..�.,�/tt-SPTa:v ;......�o-. � ._. INITIAL SUBAREA. FLOW-LENGT`if=EET) - 123.00 UPSTREAM ELEVAT:DicEET = 100;.30 DOWNSTREAM ELEVAT12::FEET} = 1tri3.6fi :r R.'NC 1Err ELEVATION D�rFrcnc:.,_ rt_?; _ .70 TCIMIf<'.} _ .3744I( 120.001t 3.00;/( .70'30 .20 = 7.102 10 YEAC RAIN=A'INTEHEITYtItiCHiHCJFR} = 3.3C7 Er:' CLASSIF1CATI:i' IS "F" REEIOE'T?AL-, s-1; DWELLDF33!A .E EUEEASE. LOSE RAT_. cm(IFCH/F : _ .3EE) SLS4*,Et RU 0FF(CFEi = .31 TOTAL 'A2REE. _ - PEAv PLOW RA7E r..FE: _ .34 UPSTREAM ELEVATICN(FEET) = 1003.60 DOWNSTREAM ELEVATIDN(FEET) = 1001.60 STREET LEKSTH(FEET) = 300.00 CURB HEIETH(INCHES) = E. STREET HAL FWIDTH1FEET} = 58.00 J DISTANCE FROM CROWN TO CRDSSFALL GRADEBREAK(FEET) = 42.00 INTERIOR STREET CRDSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .040 SPECIFIED NUMBER OF 4. LFSTREETS CARRYING RUNOFF = 1 **TRAVEL TIME COMPUTED USING MAN FLC (CFS} = 9� STREET FLOW !ME_ RESULTS: STREET FLOW DEPTH(FEET) - .29 HALFSTREET FLOOD WIDTH(FEET) 4.41 AVERAGE FLOG V_LOCITY(FE T/SEC.) = 1.77 PRODUCT OF ^_PTH&VELOCITY = .53 STREET FLOW TRAVEL TJ'fE (Mfl .) = 2.79 T:(MIN.) _- 9.O3 I YEAR RAINFALL IRT;EN9 TY(INCHMO R) - 2,711 SOIL CLASSIFICATION IS "A" RESIDENTIAL-) B-10 W.:LLI?J:S/ACRE SUBAREA LOSE RUE. Fc(IN:HH/H) = .3PC SUREA ASEA(ACRES} = .5E SUBAREA R3KDFR(CFS} = 1.21 F; EA(AC EE) = .71 A.VERAEED F>~(INSH/?R) _ .39 TOTAL ARENACRES1 - .71 PEAK FLOWS RATE(CFS _ ..4E EN OF SOSAREA STREET FLOWDRQUiLIf S = .3 S REE DE�TP(FEE'?:,AFSTR_ET FLOOD (s:DiR(FEET) = 5.2 FLOW YELC:ITY(FEETISEC.) = 2.10 DEPTHtVELDC TV - .&.g Itltliirlititxtf111tiftlttiittitttUttiit$Aft111,Ittati MI *tuff titYltti .._ 5 F. r NODE 7 �3. 011 CODE 6 F.}.'ti t'.^.�_.C+.. 'Z:.t� NODE 7in,'�.�i�t :L � emu_ � _ = . 1:».COMFUT= STREET FLTA TRAVEL TIME Ts RL SUFAREA';4it< UOSTmE(rc_E ATiON :FE_T: _ 1001.60 04j.5! DOWNSTREAM WNS_REAM E .-tSTIO (FL_ _ = 939 .20 111. STREET LE}c-MFEE) --30u0 CURB iEI6T :I:S'=c) =q STREET HF:LFEIOTH(FEET) = 58.0 111 "NFROM 4 TO OROSEFALL ER (F E. } = 42.0( INTFRIER STREFT CR ►A.t r C1MA:.) 02C OUTSIDE STREET CROSSF iLL(DECIM".L) - .040 S ECIFIED NUME_: OF HA_r:i.^.Ci , CARRY1N9 R::i43F - 1 `%iTRWE: TIME CCMF TED UE:N9 MEW.`' LIPS. E} - 2.02 lir SY. "SECT.F'_rw DEL 1_SU'. T.E `STREET FLBW 5EPTHIFEET) = 36 HA:.. _TREET FLOOD Vi9TK FEE?) _ 6.16 1 AVERAGE FL3► YELO:ITY(FEETIEE:. = 2.27 PRODUCT OF 0EPTH&VEOCITY = .81 STREET FLOW TRAVEL TINE("iN.) = 2.25 TC(M1 .) - 12.1' 10 YEAR RAINFALL IYTMITY(104lcii:.R•; = 2.337 SOIL CLASSIFICATID= IS "Fr RESIDMIAL-:> B-10 NEU-INE /A:FE S EAREA LOSS _ :. RATE. F:(I}:=ia=3 = CIL R=G ARE 4CR S) .59 C:SREFRLNOF 1Cr:' _ 1.07 EFFECTIVE ARE4iACR=- 1.30 AERAEED Ft(IC-la='- .39 35 TOT4'•_ AREA(ACRES) _ 1.30 PEA); FLOW RATE(CFS} = 2.35 END OF EUBARE4 STRC_ FLOW HYDRAULICS: 1 _F' R(FEET1 = .39 i4 IFS R- F' O:: kIErT EE ) = tt 55 D_ 1 l."C r r A_. 1 `ti h yi .ICE 1 G. FL1(7 'VGLLCIT`( EE ) _ 2.31 DE?TF VEC0!Tit' = .S? i'•.11t1111?A 1MilititiTitit..tltfllititilittkIMItilitt?ti=tt-11111111t1't''.t 1 1 1 1 f 1 1 »»>CO:iPUTE STREET FLOW TRAVEL TIME THRU SUBAREA((<(< UPSTREAM ELEVATIONtFEET) = 999.20 DOWNSTREAM ELEVAT1ONIFEET) = 996.20 STREET LENGTH:FEET) = 300.00 CURB HEIMTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 59.00 DISTANCE FROM CROWN TO CROSSFALL BRADEBREAK(FEET) = 42.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMA_) _ .040 SPECIFIED NUMBER OF EALFSTREETS CARRYING RUNOFF = 1 **TRAVEL TIME COMPUTED VEINS MEAN FLOW(CFS) = 2.83 'STREET FLOW MODEL RESULTS: STREET FLOW DEPTHIFEET) _ .36 HALFSTREET FLOOD WIDTH(FEET) = 6.57 AVERAGE FLOC VELOCITY(FEET/SEC.) = 2.76 PR'OEiCT OF DEPTH&VELOCITY = 1.06 STREET FLOW TRAVEL TIME(MIN.} = 1.60 TC(MIN.) = 13.94 10 YEAR RAINFALL INTE`(SITY(INCH/H"" R} = 2.207 SOIL CLASSIFICATION IS "A" RESIDENTIAL-) 8-10 DWELLINGS/ACRE SUBAREA LOSS RATE. Fs.(INCH/HR) _ .3850 SUBAREA AREA(ACRES) _ .59 SUEEAREA RUNOFFICFS) _ .97 Errc:.;IVE AREA(ACRES) = 1.87 AVER.ASED.Fc(INCH/HR} _ .39 TOTAL AREA(ACRES) _ 1.99 PEA}: FLOC' RATE(CF3) = 3.09 END OF SUGAREA STREET FLOW HYDRAULICS: DEPTH:FEET) _ .G0 HALFSTFEET-FLOOD i'IDTH(FEET) = 7.03 FLOW V:LOC1TY(FEET/SEC.) = 2.72 DE?THtV'ELOOITY = 1.09 >?»>COMEJT_ Sinc..: :LOW TRAVE TIK_ THE:; SL•t'. EA((<(< UPSTREAM ELEV.TIONIFEET) = 996.2. DOZSTREA'': ELEVATIDNIFEET1 _ 771.13 STREET LENSTM(FEET) = 330.00 CBS HEIGTH(INOHE5} = E. STREET HALFWIDT0rcEET = 59.00 DISTANCE FRO.": CRCWN 0 CROSSFALL ERADEEREAKFEET) _ INTERICR STREET CcROEFILL(DECI!:AL) - .02 OUTSIDE STREET CR0SSc44LL(DECiPA_) = .040 SPECIFIED: N1 EER OF u 0 G TREw•C **TRAVEL TIME COMPUTED USNS MEAN FLCG'(CFE) = 3.66 STREET FLOW MODEL RES '' 7S: STREET,FLN DEPTH(FEET) .32 - HAL FSTREE. FLOOD iEOTH(FE: T} = 6,5? AVERAGE FLOW VELOCITY(FEET/E C.} = 3.61 PRODUCT. OF DEPTH&VELOCITY = 1.39. STREET -FLOW TRAVEL TI}'EtMIN.) = 1,52 TC(MIN.) _ 15.46• 10 YEAR RAINFALL INTENSITY(INC /7DJR) = 2.074 SD_ CLASSIFICATION IS `A" RE31DE TIAL > 9-10 DWELLINGS/ACRE SUBAREA LOSE RATE. Fr(INCM`:iR; _ .3ES SUBAREA AREA(ACEEEi = .79 SHAREA RUNOFF(CFE) = 1.1E EFFECTIVE AREA(ACRES} = 2.67 AVERASED F^(IWC=/HR) _ .3. TOTAL AREAIACRES} = 2.67 PEA?: FLOW RATE(CFSI - 4.05 END ,- EUB E STREET FLU HYDRAULICS: �. JM:.r�i a-T�__i • UII D=PTHfFEET. = .43 HALFSTr;c:.: rLOOD W1r'i;(FEET: = 7.03 FLC t V-I "r TY (FEcT/ ==C. ) = 3.55 DE ThIV^ " .TY _ 2.42 II :))?»DESIGNATE INDEPENDENT:STREAN FOR CONFLUENCE<t<tt )))»AMID `COMPUTE VARIO'S'CONFLUENCEO.STREAM VALUES<<((( .TOTAL MEER .OF .STREAMS _, 2 CDNFLUDICE'.VALUES_USED FOR ENDEK STREAM TINE OF t CeSATIONtGIN:) = ;15 4b . RAINFALL INTENSITY{INC!?IHR) = ::2:DT .10.1ERA6ED FatINCHIHP) = .39 :EFFECTIVE STREAM AREAtACRES) = '2.67• TOTAL'STREAK •PREAtACRES) '2.67 :PEAK F1.Oi( RATE(CFFSI AT CONFLUEN2E RAINFALL-INTENSITY:AND TIM_ OF CONCEWTSATION RAT3O COkFLUENCE FORMULA 11SEE FOR :2 STREAMS. 4I PEAK PAW RATE TAELE tt OiCrS) TctMIN.)'`Fs(INCNFHR: - 4.6. 7.25 .3BS 4.99 15.46 .3B3 DIME! CONFLUME ESTIMATES AREAS FOLLOW:: PEA': FLOW'RATE(E=5) = 4.99 TctMI1.) = 2.459 EFFECTIVE AREA1ACREE) = 3.25 AVERFSE: Fa1I%CH!l:R3 = .39 TOTAL AREAtACRES) = 3.29 END OF ST_PY SUMMARY: TOTAL AREAtACR_S) = 3.29 TC(MIN.) = 15.46 EFFECTIVE AREA;A.CREE! = 3.29 AVERAEEi• Flt!NCH/145.: .39 PEA% FLU RATE(CFS) = 4.53 lit PEAK FLU RATE TAELE 111 8(C=S; TOM.) FttINC;: HRi AetACRESI '. 4.E5 7.25 .39S 1.E7 4.99 2.46 .3ES 3.25 END OF RATIONAL MET -CD ANP.LYSIS 1O-YEAR HYDROLOGY SUMMARY A 1 1 1 1 r �i 1 1 i ++ +-+ ', ' , , . , ,1 - 1 . „ i• ,1 is 1 1 [SAN BERNARDINO COUNTY]------__--__--_- 1 1 ! 1 STUDY NAME: • CALCULATED BY: ! i : ! 1 CHECKED BY: 1 ! • 1 10.0-YEAR STORM RATIONAL METHOD STUDY 1 PAGE NUMBER OF ! 1 1 1 [tc) 1983-1988 ADVANCED ENGINEERING SOFTWARE] 1 1 1 !CONCENTRATION: AREA (ACRES) :SOIL:DEV.1 Tt 1 Tc 1 I I Fe 1 Fe 1 0 •PATH1SLDPE1 V 1 HYDRAULICS 1 1 • 1 POINT NUMBER:SUBAREA: SUM :TYPE:TYPE:MIN.1 MIN.•in/h! •UAvo)$ SUM •tft):ftlft1FPS.1 AND NOTES 1 $ 1.-------- ----'------1---'---'----'----'----- '----1----1----- '-----'---- --1----'--------------, , , 1------ ---- --------- 1------'------ ' ----' ----'----1----' ----' ---' ----- ' -----' ----' -----' -- - ----- 1 1 , , , , , , , , , , 1 , 1 1 , . , ! : 1 1 1 .. 1 1 1 1 1 1 2401.01021 .. !INITIAL SUBAREA: 1 101.00. .4. .41 A 1 7 . . 8.1.2.92..49..4851 1.0 ----- ,---,----------- -- . 1-- -------1------'---- - 1--1--1 ' ----' ---1- --1 -----1---- -. , 280,.0051, , 2.0. , •lay= 1.6cfs, ., 1 , 1 1 36.ft-STREET: 1 : 1 1 1 1 1 1 : 1 $ 1 !DEPTH= .34 ft. !$ 11 FLOW TO PTA: 1 , 2.4, 1 1 1 • 1 1 1 1FLOODWIDTH= 6.21 1 : 1 102.00! .71 1.21 A 1 1 :----: 11.212.521.4851 .4851 2.11----:----1---1------------- 1 1 1------- ' ----- ' -----' ---' ---' ' ' ----' ----' -----'------, , , ! 115..0055,, 2.2, ilav= 2.8cfs, . 1 : 1 36.ft-STREET1 1 11 1 1 1 1 1 1 1 • : :DEPTH= .41 ft. 1! • •FLOW TO PT.#1 1 : : : .91 1 : $ : 1 1 • :FLODDWIDTH= 7.8: : : 1 103.001 .8: 1.9! A 1 7 1----1 12.112.411.485:.4851 3.4•----1----1----:---- ----- -----: 1 ,-_---------'------' -----' ---' ----' ' -----' ---'----'-----' ---- 40 .. ,, . 071. 2.61 Clay= 3.8cfs., . • 1 36.ft-STREET$ 1 1 1 1 1 1 1 1 1 ! ! , •DEPTH= .42 ft.: 1 1 1 FLOW TO PTA! : 1 1 • .21 1 1 i 1 1 • 1 •FLODDW[DTH= 0.3: 1 1 • 104.00: .61 2.51 A 1 7 1---1 12.312.381.4851 .485: 4.21----1----1---1-------------- ! 1 •----------:--=----l-----1----$----! i----1----:---l----1 1 1801.00851 2.71 Clay= 4.1cfs1 : • i 36.ft-STREET: : : • : 1 ! : : • 1 1 :DEPTH= .45 ft. 1 : 1 1 FLOW TO PT.#$ 1 1 1 1 1.11 1 1 1 • 1 ! ! •FLOODWIDTH= 9.61 1 1 1 105.001 .5: 3.0: A 1 7 1----1 13.412.261.4851.4851 4.81 1 1 1 1: ,,-----------'------'------ '----'----' '-----,---, , , , , 40., .00B0,, 2.8., Clay= 5.3cfs, 1 : 1 36.ft-STREET1 1 • : $ 1 1 1 1 1 :DEPTH= .47 ft. 1 1 1 1 FLOW TO PTA! 1 • 1 .2! 1 : 1 1 1 : 1 •FL00➢WIDTH=10.81 1 1 1 106.001 .61 3.6: A 1 7 1----1 13.612.241.4851 .4851 5.71----1----!----1------- -1 1 ' 1 '-----'-----'----1----' '-----'----'---'----'------ ' 40' 00851 2.9! 19av= 6.1cfs: 1 1 1 36.ft-STREET: 1 1 1 1 1 1 1 1 ! :DEPTH= .50 ft. 1: i :FLOW TO PT.#1 ! $ 1 $ .2: 1 : ! : 1 1 1 :FLOO➢WIDTH=12.1: 1 1 1 107.001 .61 4.11 A 1 7 1---1 13.812.221.4851 .4851 6.41----•----- 1----$-=------ ----1 1 ','------- '-----'----'---, 1----1----1 1 1 ' 180' 0090: 2.91 thy= 6.8cfs! : 1 1 36.ft-STREET1 : ! : 1 ! 1 • 1 ! !DEPTH= .Sl ft. ! 1 1 1 FLOW TO PTA: 1 1 1 1 1.01 1 • 1 1 1 1 1 1FL00DWIDTH=12.7: 1 1 1 108.001 .5! 4.71 A 1 7 1----1 14.912.121.485:.485: 6.91----1----- 1----!------- 1 1 •i , , . 1 1 , . , , , . 1 . , . 1 , . , , 1 1 , , , 1 , , , i . • !______-----------------------------------------------------------------_--------_________-1 1 1 *DEV. TYPES: 1=Coe,2=MH,3=Ant.4=Con,5=SFR 11+ D/AC,6=8-10D/AC,7=5-7D/AC. SOIL TYPE: USER=SPECIFIED C 1 C8=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 COEFFICIENTS 1 +-+-------------- _________________ ----- ------------- _____________ ---- ------------------- ---- ---- ------+-+ 1 � | [8&N BERNAKDlN0 COUNTY] i | 1 1 STUDY NAM[ I CALCULATED BY: I | | | � CHECKED BY: | � 10.0-YEA8 STORK RATIONAL METHOD STUDY | PAGE NUMBER OF | | (c] 1983-t9BU ADVANCED ENGINEERING SUFTNARE] | | ) M0NC[NTRATJON| AREA (ACRES) 1S0IL|DEV.1 Tt 1 Tc 1 1 1 Fm | Ft \ Q \PATH|DLDPE! V | HYDRAULICS | | | \ POINT NUMBER|SUBA8EA| SUM |IYPE|7YPE|MJN | NyN bn/h| |(Avg)'. SUM |(ft)jft/ft�FPS.| AND NOTES | | | |-----------|-------|-~----�----{---'|----l-----|---|----|----|----'|---�----\----| | | | |------------ >------| 401.008211 %.D| IQuv= 7.3cfs( | \ | ]6.ft-STREET! | | ; | | | It \ !DEPTH= .52 ft. 1 | | | FLOW TO PT�0| � | \ | .21 | |FLUUDWl8TH= 3.3| | | | 09.001 .61, 5.311 A | 7 1--- \ 15.1|3,1O|.185| .48511 7.61,----\ | | | |~-----------|-------I |----| |----|---'|---|-----|-'----| 1B011.0121| 3.61 *Qav= 8,Itfs| | | | 36.ft-STHEET| l | | | | \ | | | Y | ID[PTH= .51 ft. | | 1 | FLOW TO P7.0| l !FLO8DWl0TH= 2.7| | | | 110^80> ~B| 6.01 A | 7 |---- | 16.012.031.4951 .4851 8u|---- \----I ---- | | 1 � |------------|-------|------|----|---|---�-----|----|----|-----|------\----|-----|----| | | 110.001, \ 6.01 | \---- | 16.012.01 | | B.4|---- 1----|---\FUH CONFLUENCE | 1 � \---- --------- |-------|------ |----|---|----|-----|----|----\-----|------|---\-----|----| | | | | 240|.0097| .. |lNyTQ& SUBAREA! | \ i 20.001, .41. .41 A | 7 |---- | 8.812.911 .481 .4851 .8| | | \ | | | �--------- \------- ------ |~---f----|----------- 18511.013511 2.71 19av= 1.2ds| | | | 36.ft-STREET! I It \ \U[PTH= .28 ft. | | | | FLOW 78 YT.0| | | | ; 1.31. | | | | Is | 1, �PLO08W[0TH= 4.5| ( | | 110L00| .41, .B| A l 7 |----| 0.112.601.4851' .485| ................ | | |---------------- \---- !____ |---- |----|-----|------|----|-----|----| | � \ | CONFLUENCE | PEAK FLOW DATE(CFS) = 9.5 | | | | ANALYSIS | TIME OF C0NC[N7KATl0N(MlN.) = 16.0 | LARGEST 1 | | | FOR PODNTI | . AVERAGED Fm(IN/HR) = .48 1 CONFLUENCE | | | | 110L00: EFFECTIVE AR[A0C8E8 = 6.79 TOTAL AREA(ACRES) = 6.79 | Q= 9.5 | | | | | Q Tr Fa Ae | | \ | | 9.47 15.99 .48 6.79 | | | | | 9.05 10.10 .49 4.59 | | | |-----------|-------|------|----|----|~---|----|----|---|----|------|----|-----|----|-------------| | | 2401.00831.. !INITIAL SUBAREA! | | � 301.001, .41, .41 A 1 7 |--| 9.112.851 .491 .4851 .U|----|-----|--�| | | | �------------|-------|------| | 1501.00491 1.91 *Qov= -1.4cfs| | | 1 36.ft-STREET! � | | | | | | |D[PTH= .33 ft. | ; | | FLOW TO PT.0| | | 1 . 1.4. 1 |FLODD8l0TH= 5.8| | | | 302.001 .61 LO| A | 7|----| 10.5!2.621.485| .485| 1.B|----|-----|----| | � | IO2V TYPES: 1=Com 2=HH,3=Ant.4=Dm.5=SF8 11+ U/AC.6=D-l00/AC 7=5-yD/AC. SOIL TYPE: USE8=SPECIFlED t | | 18=J-4D/AC^Y=2D/AC.10=I0/NC.11=O^40AC.11&=Sch,1J=PK,14=Kg,15=PC,1&=AC,17=0C KUNOFF.COEFFlClENT1 | * * I 1 1 1 I - I 1 _, , : 1 . 1 1 1 1 1 1 1 . 1 1 11 l1----------------- -------- ---------- ISAN BERNARDINO COUNTY) 1 ' ' I I STUDY NAME: I CALCULATED 8Y: : 1 CHECKED BY: 1 I 10.0-YEAR STORM RATIONAL METHOD STUDY I PAGE NUMBER OF 1 I I(c) 1983-1988 ADVANCED ENBINEERINB SOFTWARE) I I : :CONCENTRATION: AREA (ACRES) ISOILIDEV.: It I Tc I I I FA I Fa I 0 IPATNISLOPEI V I HYDRAULICS I ! I :POINT NUMBERISUBAREAI SUM (TYPElTYPEIMIN.I MIN.:in/hl :(Avg)1 SUM Itft1:ft/ft1FPS.: AND NOTES ! : 1 1----------'-------'------'---'----'----1-----'----I----'-----'------'----I-----'----I-------------- 1 1 1 1--1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1 1 1 1 1 1-----1----1----1 1 1 1 1 I ' 280' 0051: 2.11 t0av: 2.5cfs1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1. i 1136.ft-STREET: : I I I I I :DEPTH= .39 ft. I I 1 FLOW TO PT.#1 :_ : ! 1 2.3! : : I I : 1 - I 1FLOODWIDTH= 7.41 I 11 303.001 .71 1.7! A I 7 I----: 12.712.331.485! .4851 2.81----1----- I----1------- I I 1 I-----------' ------' -----' ----1 ---1 1-----1---' ----' -----'------, 1 1 1 1 1 1. 1 1 1 1 1 . 1 1 1 2801.0084. 2.81 .0av:. 3.4cfs. . 1136.ft-STREET] i 1 I I 1 : : : 1 : :DEPTH- .41 ft.: I 1 I FLOW TO PTA! 1 I 1 11.81 I I I 1 I I 1 .:FLOODWIDTN= 7.8! 1 1 1 304.00! .7: 2.41 A 1 7 1----I 14.612.151.4851 .485: 3.61----1----1----1------- -I I 1 1 1 1----.--- 1 1 1 1 1 280' 01251 3.3! 10av: 4.1cfs: 1 11 1 1 1 1 1 1 1 1_ 1 1 1 1• 1 I: 36.ft-STREET: I 1 :. : I 1 I 1 I 1 1 I !DEPTH= .41 ft. I I I I FLOW TO PT.#I : 1 : 1.51 I I I I I :FLOODWIDTH= 7.81 I : I 305.001 .71 3.2! A _I 7 1----1 16.012.031.4851 .4851 4.41----:---- -:----I---- ------ 1 I 1 ,------------'- ----- ------- ' ----' ---' ----' ----- ' ----' ---' ----' ---- 1----' ----' -- 1 1 1 1 1 1 1 1 1 i . 1 1 i 1 -. 1 . . 1 1 1 1 305.00! I 3.21 : 1----1 16.012.031 1 1 4.41----I----- 1----IFOR CONFLUENCE 1 1'----------'------- '------ '----'----'----'---'----'---'----'----'----'-----'--- '1 1 1 1 1 1 . 1 i 1 1 . 1 1 . 1 1 1 i 1 1 . 1 i 1 1 1 1 I I 1 1 I 1 .. I I I I 12401.01381 ..:INITIAL SUBAREA: I I I 401.001 .31 .31 A 1 7 I ---I 8.213.03! .48! .485! 81----:----1----1--- -1 I 1 '--------' ---- ' -----' ----' ---' ' -----' ---' ---' ----' ----- 1 1 1 0 ! 1 1 1 1 -1 . . 1 1 . 1 . 1 118D1.00801 2.31 10aY= 1.4cf51 1 1 1 36.ft-STREETI I 1 1 1 1 1 1 1 1 I 1 ! :DEPTH= .31 ft.!: I I FLOW TO PT.#1 I : 1 11.41 III 1 1 1 1 IFLOODWIDTH= 5.4: I : 1 305.001 .61 1.01 A -I 7 1----1. 9.612.751.485:.485! 2.01 I I I I I 1'-----------'------I------'----'---'----'-----'----'----'----'-----'---'-----'--- '1 1 1 1 i 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 I I CONFLUENCE I PEAK FLOW RATE(CFS) = 5.8 I I ANALYSIS I TIME OF CONCENTRATION(MIN.) = 9.6 LARGEST I I : 1 FOR POINT# I AVERAGED Fa(IN/HR) = .49 I CONFLUENCE I I : I 305.001 EFFECTIVE AREA(ACRES) = 2.86 TOTAL AREA(ACRES) = 4.12 I 0= 5.8 I 1 I : 0 Tc Fa Ae I 1 1 I 5.73 16.03 .49 4.12 : 1 1 5.84 9.63 .49 2.86 1.---N- 1 1 -- 1 1 1 1 1 1 1 1 1 . 1 1 ------ 1 1.. 1 1 1 . 1 . 1 1 1 . 1 1 1 1 1 1 --1 1 ' ' '-----I----'----' ''----'----'---'-----'------' 50' 0954112 7' t1av= 5.8cfs! 1 1 1 1 . 1 i 1 1 1 i . . 1 .• 1 . 1 1 I 1 1 1 I I ! 1 I 1 I I 1n=.0140 Dn= .5! I ! ! ! I I .01 ! ! ! ! ! I :. 18.0'-PIPE 1 : 1 1 . J 1 1 . 1 . 1- 1 1 . 1 -1 .. 1 1 1 . . . 1 1 . 1 . 1 1 1 1 . 1 1 11DEV. TYPES: 1:Con,2=MH,3=Aot,4:Con,5:SFR 11+ D/AC,6=8-10D/AC,7=5-7D/AC. SOIL TYPE: USER:SPECIFIED 1 1 18:3-4D/AC,9=2D/AC,10:1D/AC,11=0.4D/AC,12=Sch,13:PK,14:Ao,15=PC,16=AC,17:DC RUNOFF COEFFICIENT] I +-+ +-+ 1 1 1 11 11 I I MAN BERNARDINO COUNTY] 1 I I STUDY NAME: 1 1 1 1 I 10.0-YEAR STORM RATIONAL METHOD STUDY I CALCULATED BY: I CHECKED BY: 1 PAGE NUMBER OF 11__---- ...... ---____-__--I(c) 1983-1988 ADVANCED ENGINEERING SOFTWAREI------ ...... -........ --__- I I I !CONCENTRATION: AREA (ACRES) :SOILIDEV.1 Tt 1 Tc I I 1 Fi 1 Fo I 0 IPATHISLOPEI V I HYDRAULICS I I I 1 POINT NUMBERISUBAREA! SUM.ITYPEITYPEIMIN.I MIN.1in/h1 IIAvo;: SUM 1(ft):ft/ftIFPS.1 AND NOTES I : 1'-------------'-------'------'----'---I---'-----'----1---'---'------'-'---'----'-----__-----1.I 1 1 1 1 1 1 1 1 1 1 1- 1 $--- 1 1 -� 1 8 '-----'----'----'----' ----'----'----'---_'-----'----' ---_' --_' _----------- f 1 1 1 1 1 1 1 i 1 1 1 1 500.001 1 2.91 I 1----1 9.712.741 1 1 5.81----1----:----IFDR CONFLUENCE I I '' -----'------' ----' --' ----' ____-' --' ----' -- ' ----' ----' -----' ----' _---__--_ 1 1 ASSUMED DATA 1 1 ---' ----' ----'--------------' f 500.0D1 1 6.811 1 1 1---_ 1 16.01 1 1 1 1 .4901 4.51 1 1 1 i '1------'------'---_I_ 1 1-----'----'----I-----'----1 1 1 1 1 1 1 1 1---1 i 1 1 i 1 1 381.1242115.61 SDaY= 9.Scfs1 : 1 I 1 1 I 1 ! I II I In=.0140 Dn= .51 1 I I .DI I 1 I 1 : I 1 1 24.0'-PIPE I ' ---- i ----' ----' ---' ---' --_-' ----' ---' ----' ----' ----' --_' __-' _____--------- $ 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 CONFLUENCE I PEAK FLOW RATE(CFS) = 15.2 1 ANALYSIS I TIME OF CONCENTRATION(MIN.) = 16.0 1 FOR POINT(I I AVERAGED Fe(IN/HR) = .49 1 500.001 EFFECTIVE AREA(ACRES) = 10.89 TOTAL AREA(ACRES) = 10.91 1 I 0 Tc Fe Ae I i : 1 14.26 9.70 .49 6.97 I I I I 15.19 16.09 .49 10.91 ! 1 I 15.23 16.01 .49 10.89 1 LARGEST ! I CONFLUENCE I 1 Q= 15.2 I I. II 1 1 1___---- i------ 1___:____:____: -----1________:____: ------'----i-----'__--'---------------' 1 1 1 1 1 1 i 1 1 1 1 1'------' -----' ---' ----' ---' -----' ---' ----' ----'------' -__-'-----1----'------------' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 500.001 I 10.91 I 1----I 16,01 1 1 I 15.21----1----- I ----!STREAM SUMMARY I 1 1 1----_' __---_' ---_ I _--_' ____' ----' _---' _--_' ----- ' _---' _--' -----' --' , 1 1 1 1 $ , 1 1 1 1 1 1 , 1 , i 1 1 1 1 1 EFFECTIVE AREA(ACRES)= 10.89 TOTAL AREA(ACRES)= 10.91 PEAK FLOW RATE(CFS) 15.23 I 1 I I TIME OF CONCENTRATIDN(NIN.)= 16.01 AVERAGED Fa(IN/HR)= .49 : 1 '------__-_'-------'-____'____'----'_-_'-----'-_--'____:__--'------'--__'-----'____': 1 1 $ / 1 1 1 1 $ 1 1 1 1 1 1 1 1 I I 1 PEAK FLOW RATE TABLE : 1 1 I : Q Tc Fe Ae I : 11 1 14.26 9.70 .49 6.97 1 1 I I 1 15.19 16.09 .49 10.91 1 I I 15.23 16.01 .49 10.89 1 1 '--------__ $-_--_-_ I ----' --_-' ---' ____ I ----- ' -_-_' _--' -----'------ 1____:___-__:____1_______ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i l 1 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 1 1, I. 1 1 1 I : 1 1 I1 1I 1 *DEV. TYPES: 1=Co:,2=MH,3=Ant,4=Con,5=SFR 11+ D/AC,6=8-10D/AC.7=5-7D/AC, 501L TYPE: USER=SPECIFIED 't I 118=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 COEFFICIENTS 1 ---------------------------------------- ---------------- - - + 1 t 1 ISAN BERNARDIN COUNTY: : 1 : STUDY NAME: : CALCULATED BY: : : : CHECKED BY: , , ,1 1 1 10.0-YEAR STORM RATIONAL 1`ETHOD STUDY I PACE NUMPE.. OF 1 / : 1 NO 19B3-1CBE AD A CED ENEiNEERIAS SOFTWARE) : 1 :CONCENTRATION: AREA (ACRE^' ,}-{ IDE((, 1 T+ 1 T I 1 I z 1 'P Tr1'r DF ' , rRU 10E 1 1 1 :CONCENTRATION: .,- -�( I-J l:._tL i.- i. I i 1 i Fc { Fa , d 1 rv_ E. 1 r!YJ% _ .+ I 1 1 r C T r UM ,Ct ? I SUM IT a :M t 1 i h1 11 5, 1V , !« f /CDC I �TFE I I 1 I D r•:T '>; BER1.:1 ,SEA: ..M ,{r E'YFE,..IA,I rill;.,in/,1 I,A�1., SL i(t11'(a i1.;.,.: Air rt-...� I , 11------ ------- 1------- ' ------1---1----I_ I-----'----I----:-----1------'----' I----r1 : 1 I , 1. 1 I 1 1 ___1 __1 __-, -__ , __I----_I____1 `i 1 , , 1 i 1 1 1 i 1 1 1 • I 1 i • I i I ., I 11401.0 71 ,. III. IA SUBAREA! I I 601.001.2! A 1 6 • -I J. 13,71: , 91 .7ESI .61 1 rr 1 . ¢ 1 _ ' 1 ---' ---- I ----' 1 ---, -- ! ' -----' ----- 1 7'1 r'' 4�^'' 1 ! 3. 3: t D a•'= , y - f C 1 I , 1 I-. r i t- . `-.---t 1 1 t•7Vi+ «v.. aY �.. _. 1 • 0 f TREE?1 ! - 1 i 1 , 1 / I I 1]'-QT4= 24 it , r 1 1 FLU TO FIX IIl 1 I 1 .1 1 , 1 1 1 1 1 1 3 n T;;_ • t i :.3:R {L ..L• 1 1 1 1.Y, 1 1 1 , , I . IFL3 :��,IIr :..- ., i ' I 6C`2.00: .4: .6: A '1 6 :- : 7.313 2r .3B81 SE: 1.61_ -1 1----! • 1 I, 1 i , 1 . 1 1_---! I_----' 1----I---- :-----1 1, n8 1, 1 1 1----r 31T 7 1 1 1 1.6:----:-----!----1 E C^,M:{ti.-' 1 r :: ..,2.0;, t .bi I 1 I 7..I.;ar7. .. �.I .:, _._1._ 1 1 i 1 I____1 r 1 , • • , . .-{- 1 1 l i 1 1 1 . 1 1 1 , 1 1 1• 1 1 , 1 , 1 I 1 1 , , 1 • 1 1 12 ! /.non, ITC ' 1 L CF'P 4': [., , :: 7�' C3' '` 1' A 6 ' ---' 7 1': -1, 391 38 -- t 1 --- ._., . .11 . I 1 .117. .1 .. 1 .3.E: .. - I 1 : 1------ i_---:----1 :----- 1---:----!----- i : 3001.0067.: 2.1! 30.a =, 1.GCf.. : ,1 i6, fi-E7RE_ , : ! : : ! :rE'TE= .2 1 t FL TCCT na 1 , , , CI r 1 , 1 1 1 CDCIE-J- • •'! , 1 !4_1G ..BI i I 1 1 2. 1 1 , 1 , IF-nL:rk_r t. 7. 02. 0 I .6: I b . 9, .7 1.. _, 1.51-------.--- . 1 _1 1_.----1----:-----: -; -R1 rr `tr rrr 1 1 I1 STREET: 1 _ ;. 1 ! 1DE -,= .:6- , 1 FLU.TC C' i' , , , n, , 1 , 1 ,.. ��,._ _ , I FLUK , ,. I , I , _.2 i 1 r 1 1 :FL.502'p.:DTF 6. . : ' 707.00; .61 1.31 A : 6 !----! 12.1:2.50:,7BE' .:se: . _,41 : ! / , '-'------ I----1----` 1 I 1 , r ' CLD' TC rT 1 , ! , 1 S. . 1 1 1 1 1 1 I* 0`^ .6: , . 7- 0C1 6' 1.91 A ' 6 I----' 13 5'2 211 332: 7?E! 3.1'----:---- ,---_:--' : , 14 • .. . ,.t 1 I 1 _. .., _. I...rvl ' : ..----- !------- l------!----:---! : : :. 1 330:.0154: 7.6: ICE%`= 3.7:f . , : =LGtc 'u PT.II: 1 i._I : 1 , 1-_ :tlt'-,- ._ 1 I ! . , , , , 1 1 . , - 1 . 1 r . 1 1 / 1 , 1 1 I 1 I 1 1 1 1 t %D TYPES: =C -s• ' , : t_ 5 14 inn -S n AC.7 5-, _ 1A:-. S:1L TYPE: usER_EPE--� _E^ i • ..E�. T «E ...od.2-..-.. =A -Cep =S=R i D ti:,.E_ -1G i:. .. :, .,cn-,., .•:. _i -.r / n n,+, AC . it 1 ' 7_-`t. 17=F:v;, 14=1�. c_Cn 1 ,_Itn ( E' i 1 ^ F rE' 1;E=3 y:i,A:..9=. ! ...1G=irJA:.1:=C.4.,lEG.1 -� n.h: .1 �,1,,-�.1;,-r{....7=if RUNOFF Ge:.-r:::_:.i 3001.010C! 2.7, t::a`v= : ! ( [SAN BERNARD1NO COUNTY? : 1 1 STUDY NAME: : CALCULATED BY: . 1 1 NECKED El, 1 1 ! 10.4-YEAR STCFJ RATIONAL METHOD STUDY ! PRuE KTEER Q= :: E(t) 1923-1589 ADVA!(CE5 ENEINEERI!SE SOFTWARE: : : :CONCENTRATION! AREA (ACREE;SQIL'DEV. 1 Tt 1 !t 1 1 fm F..! 9 !PAT?:SLi0_1 V I HYDn L_i.E 1 !? ?'T L 9 ; SUPi. 1 t: I T 1 - 1 I 1• 1 1 ;! ! t 1 t 1 1 1 QI.; N!!._.:F1.__AP.E11 SU. ,.Y?E:TYP�I�IE.i �i�'•,1;:1!-: Era '(: } f.lj .fP. H�.. ��nTE- ' ! 11Av�1 ,.t 1 � 7 !� .i \ r _ 1/ 1------- ! ---_ ) I 1 -__i i ___1 I 1 1 • 1 , 1 : CON5LUENCE : PEAK . _Cr RATE1CFS) = 5.0 : : :: ANALYSIS 1 TIME OF CCN:ENTF'AT:E!e(i'TN.1 = 15.5, : LPRSEET : 1 FOR PQ:NTv : AVE.3AS_3 Fa(I4;HR; _ .3, ' C3NF : _tii.r 602.0; EFFECTIVE A?Et (.NCRES) - 3.25 TOTAL AkEA f E;Ec'= . 5 1 0=5 ; , : Y .r Fe As I 1 4.9! 7.25 .39 1.27 , ! 1 : i____!_-__I-_-_' ____I____1 1 ! 1____4 1; 1 1 l,^, 1 v 3: 1 1----; 15 C• : I `- .. --- ----- ----1- R 1Y SU ;'.., •Y 1 I , . 1 -----1 -----• ' ' ` : 1 ErrtLiTVE AREA(;CF:=E;= - 3.25 TOTAL .REA(F,:.EE)= 3.23 PEAK FU RATE(C7S}= t,,c ! ! : TIME E1,:T' h_.rltlryr ,_ 5 • t�_@�i E-r F:fINIFR1_ 1 _ _ 3F .��.- .:i�1:. .....:!t.r- 1.,.i� V_!.a__z< 1• 1i, :,1.- .37 . PEA.r FLOW RATE TAKE - , ! : : 2 TC FE AE I 4.95 7.25 .39 1.67 :: 4..99 15.41 .39 =.2 1 1 1 1 :----f----:----: ----- i -77 ---' '----- -:----:----- :----2. I 1 , 1 r I r 1 1 , i i , 1 .: 1 ', 1 . 1 1 1 i 1 1 i 1 1 1 . I 1 1 . 3 1: • 1 1 - i : t i ! / 1 1 1 1 1 1 . I 1 1 ( I 1 I 1 1 , i. 1 1 EV TYPES: t n-tr_ `_M p 1 n r r- _V D ry� - - EDc.1 -Cc• ...,=C1•t.. �., =S- ;� ,�-5_tr;C.l .. 1 SOIL TYPE: llSEP=SPE=:'' EE'=-.-4 1 9=2DIt1,C Ih -C 11 4D 12=E.t 13_- 14=L' 15= 1.=� 17=3 TOF= D ==. EN't y � A:,1 -v ...=1 1 .1:=(".Y.tJAv. - _...1.. . .: .•.. .... ..,, R:.,s. su_ ....- SUMMARY 100-YEAR � HYDROLOGY 1---__«-------- «--_-_-_-_-�_«___ISBN BERNARDINO COUNTY] -------- ----__ 1 STUDY NAME: CALCULATED BY: 1 I 1 CHECKED BY: 1 1 100.0-YEAR STORM RATIONAL METHOD STUDY 1 PARE NUMBER OF 1 1 1 1 Ilc) 1983-1988 ADVANCED ENSINEERIN6 SOFTMRRE]------------__-��__-__1 1 1(CONCENTRATION! AREA (ACRES) ISOILIDEV.1 Tt 1 Tr 1 I 1 Fe 1 Fe 1 0 IPATH:SLOPE! V 1 HYDRAULICS 1 1 1 : POINT NUMBER:SUBAREA: SUM :TYPEITYPE:MIN.( MIN.lin/hl 1UAvo)1 SUM lIft)lftlftlFPS.1 AND NOTES : 1 1-------- -___I____«_1__-__1____/-«1_«_/____ /____1_r_1«___1 ____-/_-_/_____1--1 1 1 1/ 1 1 t 1 1 1 -1 1 1 1 1 I1««-__r___«««_/«__-1____/__r�_-_1«-__1____I_►__i-___I__-«1-«_� _____i 1 _____ , 1 1 1 1 1 1 1 1 1 1 1 1 1--- ---- 1 / / 1 1 1 1 1 i / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 : 1 1 1 .. 1 1 1 1 1 1 2401.01021 ..:INITIAL SUBAREA: I I 101.00: .41 .41 A :.'7 1----1 8.714.26! .49:.4851 1.5:----:----:----1--------------: 1 1------- 1 1-----1----1----1 I----1--1----1----1-----1 2801.00571 2.21 leav: 2.6cfs1 1 1 1 36.ft-STREETI : I I 1 1 1 1 I I 1 !DEPTH: ,39 ft.: 1 1 1 FLOW TO PT.#1 1 1 1 1 2.21 1 1 1 1 I 1 1 IFLOODWIDTH: 7.41 1 I I 102.001 .71 1.21 A I 1 1.10.913.731.485! .4851 3.4: 1 1 1 1 1 1 1-------- ' --- 1-----' ---' ----1 '----1-�--' ' 1 ' ' ' 1 y - ' 1 --1 -- i 1 1 1 1 1 1151.00551 2.31 1Qav 4.Scfs1 1 1 36.ft-STREETI 1 1 1 1 1 1 1 1 1 1 1 1 IDEPTH= .49 ft. 1 1 1 1 FLOW TO PT.#1 1 1 1 1 .41 1 1 1 I I 1 1 1FLDODMIDTH:11.41 1 1 1 103.001 .91 1.91 A 1 7 I----1 11.813.561.4851 .4851 5.41----I----1----11 1 1 1---------' -----' -----' ---' ---' 1 ----' ----' ---' -----' ------ / 1 7 1 1 11- s 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 401.OD71/ 2.11 luau:..6. 1cfsl 1 1 1 36.ft-STREET1 1 1 1 1 1 1 1 1 I I 1 1 IDEPTH= .50 ft. 1 1 1 FLOW TO PT.#I 1 1 1 1 .2: 1 1 1 1 1 1 1 IFLOODWIDTH=12.11 -------1 1 1 11 11 1 1 1 107.001 .61 4.11 A 1 I---'-----'------'----' ---' 1 i 1 1 i 1 1 1 36.ft-STREETI I 1 1 1 1 FLOW TO PTA! 1 1 1 1 1 108.001 .51 4.71 A 1 11 1 1 1 1 1 II 104.001 .6: 2.51 A 1 7 1----1 12.013.521.4851 .4851 6.B1----1-----:----1 '-----------'-------'------' ---' ----' ' ----' ---' ----' ---' ------ i I 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1801.00851 2.91 leav: 7.5cfs1 136.ft-STREETI 1 1 : l I I I I 1 I I 1 :DEPTH= .52 ft. 1 1 FLOW TO PT.#: : 1 1 1 1.01 1 : : : I : 1 IFLODOWIDTH:13.31 105.001 .51 3.01 A 1 7 1----1 13.013.351.4851 .4851 7.81----1----- 1---I ------1 1---------:------- 1----I---1--I 1 36.ft-STREETI. 1 FLOW TO PTA: 1 106.001 .61 3.61 A 1 1 ' ----' ---' ---' -----' ----- i 1 1 1 1 1 1 1 1 I 01.00801 3.01 tOav: 8, 5cfs1 1 1. IDEPTH:.55 ft. 1 1 .21 1 1 1 1 1 1 IFLOODWIDTH=14.61 7 1---1 13.213.321.4851 .4851 9.21----:---- -:----1---------- ---I '----------'-------1------' ----' --' 1-----'---1----' ----' ----- 1 1 1 1 /1 1 1 1 1 1 1 1 1 1 1 1, 1 1 401.OD8513.01 1Dav:- 9.9cfs1 1 ,36.ft-STREETI 1 FLOW TO PT.#1 1 :DEPTH= .57 ft. 1 .21 1 1 1 1 1 1 1 1FLOODWIDTH:15.81 7 '----' 13.513.29' 485: 485' 10.4'----'----- 1----'--------- -----' 1 1 1 1• 1. 1 1 1 1 1 1 1----1----1---1---- -1------1 1801.00901 3.31 SW= 11.lcfsl 1 I 1- 1 1 1 1 IDEPTH:.58 ft. 1 : .9I I 1 : 1 11 1 1FLOODAIDTH:16.41 7 1----1 14.413.161.4851 .4851 11.21----:---:--I-------------I 1 1 1 1 l 1 1 1 1 / 1 , 1 1 1 1 i '-------- - 1 1 1DEV. TYPES: 1=Coe.2=MH,3:Aat,4:Con.5:SFR 11+ D/AC.6:8-10D/AC.7:5-70/AC. SOIL TYPE: USER:SPECIFIED t 1 l18:3-4D/AC.9=2D/AC.10=1D1AC.11:0.4D/AC.12:Sch.13:PK.14:Ao.15:PC.16:AC.17=DC RUNOFF COEFFICIENT* 1 f-+---------------------- ------ ___________ --- -------------- ------------------ ---------- ----+-+. I1 :1 I I [SAN BERNARDIND COUNTY] 1 I I I STUDY NAME: 1 CALCULATED BY: 1 1 1 : ! CHECKED BY: 1 i 1 1 100.0-YEAR STORM RATIONAL METHOD STUDY 1 PARE NUMBER OF 1 1 1 I Etc) 19B3-1988 ADVANCED ENGINEERING SOFTWARE] 1 1 I :CONCENTRATION! AREA (ACRES) ISOILIDEV.1 Tt 1 Tc 1 I 1 Fe 1 Fe 1 0 IPATHISLOPEI V 1 HYDRAULICS 1 1 : 1 POINT NUMBER:SUBAREA! SUM ITYPEITYPEIMIN.1 MIN.Iin/h: I(Avo): SUM :(ft)Ift/ft:FPS.! AND NOTES 1 1 ' 1----------' _------'...... ' ---' ---' ----' ---_, ----'---1---- -----' ----' ----' ----'....... -...... 1 ' , 1 _____-----'------', ------' ---' ---- ' ---_' -_' ----', ----'------, ! , 401.0082,, 3.2, tuav= 11.9cfs1 1 1 1 36.ft-STREETi 1 1 1 1 1 1 1 1 1 1 1 I !DEPTH= .60 ft.: 1 I: FLOW TO PTA!1 1 1 .2: : 1 1 1 1 1 IFLODDWIDTH=11.11 : 1 1 109.001 .61 5.21 A I 7 1----1 14.613.131.4851 .4851 12.51----1----_1____1___----____I 1 , '----_------'------' -----' ----' --' ' ----_' ----' ----' ---'------, , i 1 , , , , 180,.0121, 3.8, 10av= 13.3cfs, 11 36.ft-STREET! I 1 1 1 1 1 1 1 1 1 1 1 !DEPTH= .58 ft. 1! :: FLOW TO PT.4: 1 1 .8. , 1 1 1 i IFLDDDWIDTH=16.41 i 1 I 110.001 .81 6.01 A 1 7 1----1 15.413.031.4851 .4851 13.71----1-----,1-=--1------------ 1 i , 1-------- --- - - 1-----1-----' ----' ----' ---1 ----' ----' ---' -----'--_---' ---' ---_' _-_'------------_ , , I I 110.00: 1 6.01 1 1----1 15.413.031 1 1 13.7:----:----- 1---!FOR CONFLUENCE I: „---------- _-'------'------'----' _--'---_,___-_'---'_---'_---'------'----1--_--'__--1------______--, 1 1 , , , 1 , , , , , , , , 1 , , , , , , , , , 1 , i ' 1 ' ' ' 1 ' ' 2401.00971 .. !INITIAL SUBAREA! 1 , , , 1 1 , .. , 1 , , , I 201.001 .41 .41 A I 7 1----1 8.814.241 .481 .485! 1.21----:----:----1------------1 1 , ,---------' --_--' ----' ---' ---' ' ----' ---' ----'----1--_ i , , , 1851.01351 2.9, *Qav- 1.9cfs! , !: 36.ft-STREET1 1 1 1 1 1 1 1 1 1 1 I 1 !DEPTH= .31 ft. 1 1 1 1 FLOW TO PTM I 1 I 11.11 1 I 1 1 1 1 I 1FLOODWIDTH= 5.41 1 1 1 110.001 .41 .81 A I 7 1----1 9.913.951.4851 .4851 2.51----1----1----1----------- ---1 1 , 1------ ----'------- '------'----'----,---_'----- '---'---' ----- 9 -----'----'----'----'------------ , , : I CONFLUENCE 1 PEAK FLOW RATE(CFS) = 15.6 1 1 1 I 1 ANALYSIS : TIME OF CONCENTRATIDN(MIN.) = 15.4 1 LARGEST 1 1 1 1 FOR POINT# 1 AVERAGED Fa(IN/HR) = .48 1 CONFLUENCE 11 1 I 110.001 EFFECTIVE AREA(ACRES) = 6.79 TOTAL AREA(ACRES) = 6.79 1 0= 15.6 1 1 1 : 0 Tc Fa Ae 1 : 1 1 I 15.58 15.36 .48 6.79 1 1 1 1 1 1 14.53 9.90 .49 4.b6 1 1 1 , , _______--_-' --_-_' _____' -___: _-_' ___' --__' _-_' __-_' -__'----- -' _-__: _____' _--' __----------- 1 , -_---'____I-_'____9-----'___ :_ _:--__:____ :---'----'____I-----_-__ __,_ , , , , , , , , , , , , , , , , , i! ! ! I 1 1 I 1 , I 1 1 1 1 1 1 1 .. I 1 1 I 1 12401.00831 .. !INITIAL SUBAREA: 1 1 1 301.001 .41 .41 A : 7 1----1 9.114.16! .491 .4851 1.31----:---1--1------------! 1 „ ---______I ,____- ,____,____, 9 8 1 1 I ' 1501.00491.2.01 10av= 2.1cfs1 1 113b.ft-STREETI : : 1 I 1 1 1 : 1 1 : !DEPTH= .38 ft. ! : 1 1 FLOW TO PT.#: ! 1.2, 1 1 1 1 1 IFLOODWIDTH= 7.01 1 1 1 302.001 .61 1.01 A 1 7 1---1 10.313.851.485:.4851 2.91----1-----1---1 1 1 1 1 , , 1 *DEV. TYPES: 1=Coa,2=MH,3=Apt.4=Con,5=SFR 11+ D/AC,6=8-10D!AC,7=5-71)/AC. SOIL TYPE: USER=SPECIFIED 1 1 1t8=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 f-+---------------- __________________ --- ------- _____________ ------ ________ -___ +-+ 11 11 1 / 1 1 1: 11 1 1 1 1 1 1 1 1 1 1----____---- ... _... -__---_--_�--[SAN BERNARDINO COUNTY]--__--_-_--__-____----__------1 1 1 1 STUDY NAME: 1 CALCULATED BY: : : : 1 1 CHECKED BY: 1 1 1 1 104.0-YEAR STORM RATIONAL METHOD STUDY : PAGE NUMBER OF 1 1 1 1 [(c) 1983-1968 ADVANCED ENGINEERING SOFTWARE] 1 1 1 :CONCENTRATION! AREA (ACRES) 1SD1L1DEV.1 Tt 1 Tc 1 I 1 Fa 1 Fa 1 0 :PATH:SLOPE: V 1 HYDRAULICS 1 1 1 I PDINT NUMBERISUBAREAI SUM :TYPEITYPEIMIN.1 MIN.Iin/h: 1(Avo): SUM :(ft)Ift/ft:FPS.: AND NOTES 1 1 1 1 __----__---' ------ - _ I _ ___ I --' ____: ..... ' ---' ---' ----' ----' ____ 1---' ---'------------1 1 1---_ / 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 ____--------'------'------ ' ____: -_-' ' --_-' ---' ----' ----' -----1 , , 1 1 1 , 1 1 1 1 1 1 2801.00511 2.21 nay: 3.9cfs1 1 1 1 UM -STREET: 1 1 1 1 1 1 1 11 1 1 1 (DEPTH= .46 ft. 1 1 1 1 FLOW TO PT.#1 I 1 1 1 2.11 1 : 1 1 1 1 1 IFLOODWIDTH=10.21 1 1 1 303.001 .71 1.71 A 1 7 1----1 12.513.441.4851 .4851 4.51----1-___1-__1___-__-_-____1 1 1 , /-------- ' -----' ----' --_-' ----' ' ----' ---' ---' ----'------1 1 1 1 _ 1 1 2801.0841 2.91 ,QaY- 5.4cfs1 . !: 36.ft-STREET: : 1 1 1 1 1 1 1 1 1 :DEPTH= .47 ft. 1 1 1 1 FLOW TO PT.#: 1 1 1 1 1.71 1 1 1 1 1 1FLDDDNIDTH=10.8: 1 1 1 304.001 .11 2.41 A I 7 1----1 14.113.191.4851 .4851 5.91 1 1 1 1 1 1 1 1I__-1--_1_- 1 1--_1---1-___1_-M_i--- --_1 2801.01251 3.51 t1av= 6.7cfs1 1 1 1 1 1 1 1 -1 1 1 1 . 1 1 :: 36.ft-STREET: : 1 : 1 1 1 1 l : 1 1 1 !DEPTH= .49 ft. 1 1 l 1 FLOW TO PT.#1 1 1 ! 11.4: : 1 ! 1 1 : ! IFLDODWIOTH=11.4: 1 1 1 1 1 1----1 1 1 I 1-----1---1 1 305.001 .11 3.21 A 1 7 1 1 15.513.011.485, .4851 7.2l----1 1 1 ---1 1 1----------' -___-_' ---' ____: --' _--' _---: __-' __-_' _-"_ I __--_' _--' _____:.. _ _ l ______----__' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 305.001 1 3.21 1 1----1 15.513.011 1 1 7.21----:----1----:FOR CONFLUENCE 1 1 1---------' -_---'------' ---' ---' ----' ----' ---' -�-' ---' -----' ----' ----' ---'-------------' 1 1 1 1 1 1 1 1 1 J 1 1 1 1 1 1 1 /II 1 1 , 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .. 1 1 1 1 1 1 2401.01381 ..:INITIAL SUBAREA: 1 1 1: 401.001 .31 .31 A 1 7 1----1 8.214.421 .481 .4851 1.21 1 1 1 I 1 1------------'-------'------'----1-- ' '-_---'----i--_' ---' --_--, , 1 1 _ 1 1 1 1 1 1 , -, 1 1 1 1 1 1 1801.00801 2.61 1Bav- 2.2cfs1 1 1 36.ft-STREETI ' i 1 1 1 1 1 1 1 1 1 1 (DEPTH= .36 ft. 1 i 11 FLOW TO PTA: 1 1 1 1 1.31 1 1 1 1 1 1 1 1FLOODWIDTH= 6.61 1 1 305.001 .61 1.01 A 1 7:----1 9.514.041.4851 .4851 3.11----:----_1-__1------- -____-1 1 1 -' --- -' __--_' ____ I -_-' ___-' --__: -_-' --_ I -----' __-_-' _--' --__ $ -__ $----- __________1 1 1 - 1 - 1 1 1 1 1 1 / 1 1 1 1 1 1 1 1 1 CONFLUENCE 1 PEAK FLOW RATE(CFS) = 9.4 1 I ANALYSIS 1 TIME OF CONCENTRATION(MIN.) = 15.5 1 1 FOR POINT# 1 AVERAGED Fi(IN/HR) _ .49 305.001 EFFECTIVE AREA(ACRESI = 4.12 TOTAL AREA(ACRES) = 1 Q Tc Fa Ae 9.38 15.53 .49 4.12 : 1 1 9.28 9.52 .49 2.90 4.12 LARGEST CONFLUENCE Q= 9.4 1 ' -'------' _-____ I ____' _--' _._-' -__-' --' _-_' _____' ---' ____' _---' ---' __---__--____ I 1 1 1 1 1 , 1 1 1 1 1 1 / 1 1 1 1 1----------'------'------'----'----' '----- '----1----'----'-----_ i 1 1 1 1 1 1 1 1 i 1 1 1 I 501.0954114.SI ,Qav= 9.4c s1 : 1 1 1 1 1 ! 1 1 1 1 .0, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 1n:.0140 Dn .6: : 1 18.0'-PIPE : 1 11 --------------- --_________ -------------- --------- ----------------- ------------------ ------ ----: 1 / 1 1 *DEV. TYPES:' 1:Coa,2=MH.3:Apt,4=Con,5=SFR 11+ D/AC,6:8-10D/AC.7:5-70/AC. SOIL TYPE: USER=SPECIFIED t 1 1 t8=3-4D/AC,9:2D/AC,10:1D/AC,11=0.40/AC,12=Sch,13=PK,14:Ao.15:PC,16:AC,17:DC RUNOFF COEFFICIENT: : +-+-------------- --__------------------------------ ------- ------------ ----------- -------+-+ +-+ 1' :! . ,•, 1I 11 I I 1 1 1 I ISAN BERNARDINO COUNTY] I I : 1 STUDY NAME: 1 CALCULATED BY: I : 1 1 CHECKED BY: 1 I 1 : 100.0-YEAR STORM RATIONAL METHOD STUDY 1 PAGE NUMBER OF 1 I I 1 I(c) 1983-1988 ADVANCED ENGINEERING SOFTWARE] 1 I I !CONCENTRATION: AREA (ACRES) ISOILIDEV.1 Tt 1 Tc I I I Fe : Fe I 0 :PATH:SLOPEI V 1 HYDRAULICS I : 1 POINT NUMBER ISUBAREAI SUM :TYPE:TYPEIMIN.1 MIN. Iin/hI 1(Avg)I SUM I (ft)Ift/ft I FPS. 1 AND NOTES 1 1 ''---------- --'------'------ '----'---'---'---'----'---'-----'------1---'-----'----6_ I : 1 1------- ----- 1-----'------ '---1---: ---' ----' ---' ----' ----' -----' ----' ----' ---' _-- --�--_ 1 1 1 1 500.001 1 4.11 1 1----I 15.613.011 1 I 9.41----1----1----WFOR CONFLUENCE 1 1 1 .------------6 ------1-----' ---1-- ' ---' ---- -' ----' ----' -----' ----' ----' ---' ---'--_---------. , I I 1 1 I I I .. 1 1 , : 1 I I 1 1 ASSUMED DATA 1 1 1 I 500.001 I 6.81 1 I ---- 115. 41 I :. 490: 15. 61--_ 1 __-_ I---1-__-__-_---1 I „----------'------' -----' -- ' ----' ' -----' ----' ----' ----' ----_ i 1 1 . 6 6 -6 6 6 6 1 38,.1242,18.0, :Qav: 15.6cf5, 1 1 , , - i 1 , , , 1 i i , , ,n:.0140 Dn- .61 , 1 : I 1 I .OI 1 1 1 I 1 1 : 1 24.0'-PIPE 11 '-~------___:_______:-____:____:____:____:_____:____:____:_____I ------ ' ____, -___' _--' _--__-------' . I 1 CONFLUENCE : PEAK FLOW RATE(CFS) : 25.0 1. I I ANALYSIS 1 TIME OF CONCENTRATION(MIN.) : 15.4 1 LARGEST 1 1 1 1 FOR POINT# 1 AVERAGED Fe(INIHR) = .49 I CONFLUENCE I I I I 500.001 EFFECTIVE AREA(ACRES) : 10.87 TOTAL AREA(ACRES) : 10.91 : Q: 25.0 I 1 1 1 0 Tc Fe Ae 1 I: 1 1 22.80 9.58 .49 7.12 1 I : 24.84 15.59 .49 10.91 1 1 24.98 15.40 .49 10.87 1 . . ----' ----' ----' ----' ----' ----' ---' ----'------' ---' ----' -__'------------- $ 1 : 1 500.001 1 10.91 I 1----I 15.41 I I 1 25.01----1----1----:STREAM SUMMARY I I . l____-_--___'------- '------ '____I___'__-_'-----1____I_-_'_--_'------'_-_'-----'-__'___-_____- , , I I EFFECTIVE AREA(ACRES): 10.87 TOTAL AREA(ACRES): 10.91 PEAK FLOW RATE(CFS): 24.98 1 I 1 I TIME OF CONCENTRATION(MIN.1: 15.40 AVERAGED Fi(IN/HR): .49 I 1 1---------- ---'------- '------ '----'----'----'----- '----'----'----- '------ '_---'----'----'--------------1 1 I I PEAK FLOW RATE TABLE 1 11 1 1 I 0 Tc Fe Ae I I 22.80 9.58 .49 7.12 11 I . . I I 11 11 , 11 24.84 15.59 .49 10.91 1 1 1 1 24.98 15.40 .49 10.67 1 1 1 ---'-----'------ '----'----'----'----'----'----'--- --'------ '----'----'---'-------------1 1 1 1 1 1 1 1 1 , . I , . 11 . , 1 *DEV. TYPES: 1:Coe.24H,3:Apt.4:Con,5:SFR 11+ D/AC,6:B-10D/AC.7:5-7D/AC. SOIL TYPE: USER:SPECIFIED I I I t8:3-4D/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: I +-+--------------- ______________ ------ +-+ 1 s: ; I 1 [SAN BERNARDINO COUNTY] 1 1 I I STUDY NAME: I CALCULATED BY: 1 ! 1 CHECKED BY: 1 1 100.0-YEAR STORM RATIONAL METHOIS STUDY 1 PAGE NUMBER OF 1 1--________- ------------ --[Ic) 1983-1988 ADVANCED ENGINEERING SOFTWARE]--- ------ 1 I !CONCENTRATION! AREA (ACRES) 1SOILIDEY.: Tt 1 Tc 11 1 Fa 1 Fe I Q IPATHISLOPEI V I HYDRAULICS 1 1 1 POINT NUMBERISUBAREA: SUM :TYPEITYPEIMIN.1 MIN.:in/h1 HAva): SUM 11ft)Ift/ft:FPS.1 AND NOTES 1 1 ' '------_-----'------1------' ---' ---' ---' -----,--1----' ----- ' -----' ---' -----' ----', 1 , '-------- -- 1------' -----' ----' ----' ----'----1---1----' --- 1------ ' --- I __--' ---'' ' : 1 , , 1 1 . , 1 1 . I - 111 1 I II ' 1401.02071 ..:INITIAL SUBAREA: 1 .. , , .. , 1 1 601.001 .21 .2: A : 6 :---: 5.915.371 .39! .388:.91----1----1---11 1 , . , . 2901.0251. 4.0. tuav= 1.7Cfs1 . 11 40.ft-STREETI : 1 1 : 1 1 1 1 1 .1 1 1 (DEPTH= .28 ft. ! 1 11 FLOW TO PT.#1 1 1 1 1 1.41 1 1 1 1 11 I 1FLOODWIDTH= 4.11 1 11 602.001 .41 .61 A 1 6 1---1 7.214.741.3881 .3881 2.41---1----- I----11 1 I I 602.001 1 .61 I 1---1 7.2:4.741 I 1 2.41---1-----1----#FOR CONFLUENCE 1 I . ,----------'------'------ ' ----' ---' ----' ----' ---' ----1 _---'------ ' ----' ----' --'1 . . , 1 , 11 1 ' 1 1 1 1201.00581 .. !INITIAL SUBAREA: 1 I I 701.001 .11 .11 A I 6 :---I 7.114.791 .391 .3881 .SI----1 ----- !---1I I . '------' -----' ' ---' '----1----' ---' -----'------, , , . . 1 . .---, 1 300..0067. 2.3, fAav= 1.5cfs, . 1 :116.ft-STREETI I 1 1 : 1 1 ! 1 1 1 1 : !DEPTH= .33 ft. 11 11 FLOW TO PTA: 1 1 I 1 2.41 1 1 1 I 1 I 1 IFLOODWIOTH= 5.31 1 ! 1 702.001 .61 .7! A I 6 1----I 9.514.011.3881 .3881 2.31----1-----1----11 1 , '----_-----'- -----'------' ----' ---' '---1--' _--' _---' ----1 300..0080, 2.7, 4Qav= 3.2Cfs, . . ,. , . 1 1 1116.ft-STREETI 1 1 1 I 1 I 1 1 1 1 1 1 :DEPTH= .42 ft. 1 1 1 FLOW TO PT.#1 : 1 1 1 2.01 1 1 I 1 1 1 I 1FLDODWIDTH= 7.51 1 : I 703.001 .61 1.31 A 1 6 1----1 11.513.581.3881 .3881 3.71----:----- 1---1: I ,,-----------'------1-----1---' ---' ' -----'----1----' -----' ---_ 1 , , , , 1 , . , , 300..0100. 3.2. ,Aav= 4.Scfs. . 1 1116.ft-STREET: 1 1 I 1 1 I I I 1 1 1 I !DEPTH= .45 ft. 11 1 I FLOW TO PT.#: 1 I I 11.71 1 : 1 1 : 1 1 1FLDODWIDTH= 8.3: I I I 704.001 .6: 1.91 A: 6 1----1 13.213.291.3881 .3BBI 4.91----I-----1----1----- 1 1 . '---------- '------' ---- '----'--- ' '----- '----'----'----'----- ' 330' 01541 3.81 t1av= 5.9cfs1 1 1 1116.ft-STREETI 1 1 1 I 1 I 1 1 1 I 1 : !DEPTH= .45 ft. 1 1 1 1 FLOW 1O PT.#1. 1 1 1 11.41 I 1 1 1 I 1 I 1FLOODWIDTH= 8.31 1 1 1 602.001 .81 2.71 A I 6 1----1 14.713.101.3881 .3881 6.51----1----1----I------- 1 1 . . . , . . . 1 , . . . . . . . . . . , - , . , . , , -, , 11 . , . , , 1 , , . , 1 , , . 1 , • . , . __------------------- ------------ ------- -------------- ------------ - -------------------- 1 2DEV. TYPES: 1=Cos.2=MH,3=ADt.4=Con.5=SFR 11+ D/AC,6=8-100/AC.7=5-7D/AC. SOIL TYPE: USER=SPECIFIED 1 1 1 18=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 CDEFFICIENTt 1 +-+------------------------------------------------- ________ ------ ____________ ------ --------+-+ +-+---------............ ---------...... -----M....----------------------------- --+-+ r r I , r r , , =: I I I , r , r r i I , I I ISAN BERNARDINO COUNTY] I 1 : 1 STUDY NAME: I CALCULATED BY: : I 1 I I CHECKED BY: 1 I 11100.0-YEAR STORM RATIONAL METHOD STUDY : PAGE NUMBER OF 1 I 1 : I(t) 1983-1988 ADVANCED ENGINEERING SOFTWARE] ------------ ........ ----_1 I I :CONCENTRATION: AREA (ACRES) ISOILIDEV.1 Tt I Tc I I I Fa 1 Fi 1 Q IPATHISLOPE: V I HYDRAULICS I: I I POINT NUMBERISUBAREAI SUM :TYPEITYPE:MIN.1 MIN.:in/hi I(Avo): SUM 1(ft)Ift/ftIFPS.1 AND NOTES I I r 1________-____1 .... _ .. 1----- r--_ r --_ r -_-- I----' --- r---- r---- r------ r ____ I----' --- r------------ r r r r---------- r------- 8----- r---- r ---- r -- r----- 8--- r_ r---- r---- r----: ---- r -- r----------- r r I I CONFLUENCE I PEAK FLOW RATE(CFS) = B.0 I 1 : : I ANALYSIS I TIME OF CONCENTRATION(MIN.) = 14.7 I LARGEST I I : I FOR POINT4 : AVERAGED Fo(IN/HR) _ .39 I CONFLUENCE I I I I 602.00: EFFECTIVE AREA(ACRES) = 3.29 TOTAL AREA(ACRES) 3.29 I Q= 8.0 : : : Q Tc Fe Ae : 1 1 I 7.57 7.23 .39 1.94 I 1 I 8.02 14.67 .39 3.29 I I : r r ---r ----- r---- r----r --- r ----' ---- r ---' ---- r ---- r ----- r ---' ----r --- r --- r , r r , , , r r , , , r , , , , , r r I1-------------: ------- 1------I----1----1----!----1----1----1 -- - -- 1------1----1-----1----1- - - --- ----I r I I 602.001 1 3.31 I 1---1 14.7: I I I 8.01----1----1----(STREAM SUMMARY 1 1 r r--- r------1------r----r----r----:-----r----I----1-----1----- r----1-----1----r--------------1 r : I EFFECTIVE AREA(ACRES)= 3.29 TOTAL AREA(ACRES)= 3.29 PEAK FLOW RATE(CFS)= 8.02 : : I I TIME OF CONCENTRATION(MIN.)= 14.67 AVERAGED F.(IN/HR)= .39 1 1 r I ----------- r------- r----- r ---- I --- r ---- r---- r--- r---- r---- r----1---- r---1--- r----------, r : I I PEAK FLOW RATE TABLE I• 1 I r I1 1 I 0 Tc Fa , r : -Ae 7.57 7.23 .39 1.94 8.02 14.67 .39 3.29 '-----r------ r---_I__ •r-___:-----r-- r---- r r r r i r r , r r r r r r r , r - r , , , , r r r r r , i ' 1 I I r r r r r , , r r-------- --------------------- --------- ---------------------- ---------- ---- r , I1 r r , , I *DEV. TYPES: 1=Coe.2=MH,3=Apt,4=Con.5=SFR 11+ D/AC.6=8-10D/AC,7=5-7D/AC. SOIL TYPE: USER=SPECIFIED 1 I IfG=3-4D/AC.9=2D/AC,10=1D/AC.11=0.4DIAC,12=Sch,13=PK,14=Ag,15=PC,16=AC,17=DC RUNOFF COEFFICIENTt 1 +-+------------------- -------- ---------------------------- ----- --------------- -----------+-+ APPENDIX B HYDROLOGY BACKUP MATERIAL i i i w w U) w ti N LEGEND 00000 *MATE144ItD 'PUT 1.TMMM TRM•ZN TA. MZ•t Diu•uGE 8060101D1 SUBAREA 0 M PI SE AMA i i i- i i an some i i i i i 1OM.00 NON UO N FOAMY owe .• N1 M. O. 1011 - 40 MCO.a. IM O - ONi.0011L. •s,.O .N.M..• rw NO - 00.1.ORW ....e....e. •NIISNNL NOVO . Mel .ate • 10101 MOW 1 /..OI IO C4 1N ,• .e0WO s wiwl• I!/. M! t40 - N V. ..OM.u•_..N MOO Ms• ..v.. a01.0.1 .A .: •.IOR. .. .as. - M 1011.1 MOO OF 1.1.1.111111 MIS SOO = R-Z• no we me 1K maws 1• 0.110 . sNN YIO1I1ON - 111.21.11111 M. . f.tI N M•. Iat_/111L Y�-M. CI 1MN �O.FIO.O m p4W N..MN tw.. ....11. ram es* ....s...... .1M.U1. ..slam. n•. 26.0 .+. ea •NM M.O. ' ... .... MOfO .00MO IO 5 MOW 1111.12 CM Or NN. . 1.11. .NOON eur+al .mN N. MOM. CWI.NII 1O▪ UIN1111 11C11C I.O.' 1Cy.1.1.. JURUPA AVENUE • F..OM:+L 7111aT WWI .1t1 00.1/00 WNW* . 0 .. L.IIO' -lrr ii t.II?' • t•wro KIDROLOOT IJ u il AIR if :i i la Vuu uu MCCUTCHAN CO. INC. Ms rm. •11011r .wows MMm M•r......0 mw...w..w 660.0.01. DATA 5. w1 3 w l 9 lllu.._ 111 ea ess •s o •sa fl 1. O u OR u MI +, at MO M 1e .r Ini WM OA .5 ▪ MI. Mr Z0'7.. I N r HYDROLOGY MAP TRACT NO. 14e4e A.S MUM N .. WO.. - ma.. P.M• NM r rr rr — — — — — r— — INS ON NMI — rr — - — T4N -= "r,.. --I - —+ I 4 -- T3N ` j. AritilM.MILRMIIIIINSIERIMENIUMIESIMMENIEWWWWW1/411, wyhi !stira ram• T3S i . i•ji8W RIW. 1011441.-A PP:5,4 R6 RSIDE 'r2OJ ECr LDO -n O.9I SAN BERNARDINO COUNTY HYDROLOGY MANUAL REDUCED DRAWING SCALE I"* 4 MILES tCOEN t •SOLIMCS P LCIOITATION IIMC'I(3) -1 r� 4- —1 — VALLEY AREA ISONYCTALS Yr — 10 YEAR 1 HOUR Y00 ON M IOC. NOY M .M II. WI/ 00'D`LKR�. EIr- O ,I I I Ita n q oar.* MO. NIB MI 11111111 MO NM MI MINI IIIII INN INS OM 0111 all MI 1111111 IIIIII MI Olt ` I: T2S 10411111111, 111107-1EPPirjidr p 4. 4 . .. •j(Abi .........Mat!, {,_ re.R4W R3 _ - R2W t atiN .L _ , .. Pia .I Ecr c_ocariaki _ T3S riirifiMilipt. _cum= fddif Agiam 140%, _data, ___ I.34 SAN BERNARDINO COUNTY HYDROLOGY MANUAL. IREDUCED DRAWING I SCALE I": 4 MILES OSISOLIN s /RccvITATIC lina4t$1 Pt I ALE 4 VALLEY AREA • gdgT(TALI Yw-100YEAR .I HOUR wee a Carl nu I M1.r nu .Y .wA .s .w.4 I .011 CICI10C 11_1 ■r r r r r— r r r— MIS Milk Mr r rl +r OM IN Mr SAN BERNARDINO COUNTY HYDROLOGY MANUAL C-1 N .a..a,«u COMITY \ -- I.00C S.. 4. Came ,ON. .mew .a$WV ,mew ...u. pt,a,.Tme. .a.o.n Of HOC art. 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O:=l1S • '- ��uwii*imisiumusassIMUIIIlln-n Iiuttsvw �� 1niN-nuSS m �tt n6m...tf� . •Rtlt• fan__n `• fit. m an/ minnniteu.trint nun111wIt.nlra • ■tltf/w rII{tRiiYtnttfff.:1� n n •, •.wutl umii, .i ntuuut._snsaHltwtnntou.. .mono Iuluini� tr 7i R illitlfrnulnatunnui�t�. •'�+sunn :`.nUni 9.0 —==== 8.0 ' = 7.0 — 6.0 5.0 4.0 3.0 0.3 0.1 2 rINRAM, afY ww1= w♦w■wlwwwwrwn■■a 3 4 5 '6 7 '8 9 10 20 30 . 40 50 60 70 80 90 STORM DESIGN STORM FREQUENCY IO ONE HOUR POINT RAINFALL =- LOG -LOG SLOPE _ �•�' PROJECT LOCATION DURATION (MINUTES) YEARS (AND its) INCHES (AND i.34) SAN BERNARDINO COUNTY HYDROLOGY MANUAL INTENSITY - DURATION CURVES CALCULATION SHEET FIGURE D-3 -71 -7' .51 •w -••• w' �C• f74y2;.yC.Nr- %Z'''CoHf34�� N 7`/✓ * 45, GeC /eB16a7rEZ- • re 07! FC-s - :57' TYPICAL STREET SECTION (6"CF) 1 1 1 1 1 1 1 1 1 1 APPENDIX C HYDRAULIC COMPUTER SIMULATIONS 1 1 1 0 T1 S0UTHRIDGE TRACT NO. 14246 T2 McCltchan Cc.. Inc.. 269E Mataro Street. Pasadena. CA 91107 T3 DECEMBER 14. 1989 SD 100.00 998.29 1 .013 R 106.12 999.34 1 .013 R' 132.34 988.5E 1 .013 R 309.78 99C.19 1 .013 3X 311.85 990.25 3 2 .013 9.4 R 362.01 991.23 3 .013 SH 3 CD .1 4 2.5 CD 2 4 2.0 CD 3 4 1.5 111 Line 10 Czi 13 File:. D:\TR14246\H1424LD.48F- `9 1 1 t Line 1 Col 1 File: 1i\TTR1k24:.\Hi424..WEP 1 989.94 10—YEAR RUNOFF LAT. A-1 66. 2Ci::J2 2:24:CL 5.E1 F0515P HATER SURFACE FRCFILE t!STINS SOUTHRIDEE TRACT NO. 1424E 10-YEAR RU S_FF LAT. A-i. McCutcha Cc.. Inc.. 265E 1SatarD Street., Pasac'ena, CA 91107 DECEMBER 14. 19E9 STATION INVERT DEPTH H.S. ELEV OF FLOW ELEV VEL Ek RSY SUPER CRITICAL PST! EE; E/ :L AK:. HEA: BRD, E! . ELEV DEPTH DIA ID N0. P:ER L/ELEM SO SF AVE 11F. NORM DEPTH I9 sstssttsssssszsst�zzzz�zz*zztxss.zrzztzsssttstxzsxzsstzzst�szzzzzsztzzs�zzrzszszxs:zztzztt±tttzsatttrtsssszzszza+i<;ztaszs�z+zf�tsft 100.00 9E929 1.650 989.94C 15,2 4.42 0.30: 990.244 0.00 1.315 E.07 0.00E17 00137 0.01 105.C7 9EE.74 1.5E1 9E9.92E 15.2 4.1-3 0.333 950. 0.C: :.715 10t.�7 9:.E.34 1,021 9E3:4 . 15.2 7.4E 0.ELE C90.27? i4.00 ''• l &' 00E:i .00912'7 0.1N 10E.11 QGc.34 .''21 329.421 1:.2 7,4? O.L:. 940.291. 'v.C' 1.:1! -.. 22 . t' T'1 5 .00912.7 0 2( 172,74 p: ' 1 0E: ET EL! 15.27.4E^ c:0. C 1.715 106.2E 0 r ?07 .006 6.93 '....:{.. 1,03: 990. E36 15.2 7. 7` C.S4.. 9r..45': 0.VC' 1.31 .41 0 Pr^+ .00E2Ec 0.77 :E.7.07 9E3.35 1.122 991.CE 15.2 7.07 0.7L: 97.E49 . 0.00 15.44 0.1'71:7 007266 0.11 29E.51 99C.'' 1.174 ST.1.2E2 is E.7: 0 t,.. 4=:.9 0 1% .,:':5 1.2E 0.f:13i: 00 '2 C'.0: �C5.7 c '. `5 1,2.6 9.1,372 L. 9 0._77 9T2.007 11.0 1.712 508.91 950. _ ? - Gil . r.7 15.2 6.10 0.577 9.3r'tK 1:. • 5 0.87 0.00907 ,049E: 0.)5 309.78 990.19 1.71T. 951.505 15.2 311N T ETF i' u2E9 f11 0.524 932.023 . V724_ 3:J t'r; , .715 1.:1..Z 1.0E1 1.0E1 1.0E1 2.5t 0.30 0.0 0 0.00 0.0C.,. • 2.50 0. 3',' i' 0. 0 ) 50 9.0•0.03 0.00 0.00 2 . 5'C. 0 . p . '• , v L r 5" 0.0r, • 2.5C .0.00 . .:0 0 0 05 0.0, 1 F051.5? WATER SURFACE F•R2+FILE LIFT N SOUTHRIDEE TRACT NO. 14246 10-YEAR RUNOFF LAT. A-1 1ScCutchar. Co.. Inc.. 269E Matero Street, Pasadena. CA 91107 DECEMEER 14. 19E7 STATION: INVERT DEPTH W.S.Q VEL VELENE;SY SUPER CRITICAL HET/ BAtSEJ 1NC AV ELEV OF FLOW ELEV HEAL 6F,D.EL. ELEV DEPTH DIA :i' N:. PIE L/ELEM SO BF AVE if NOR" DEPTH 2 3 ttttttt313t1ttttiftttt#tttltitlittt#ttlitttltttttilllttttttxttlt011ItttlttxtttltttlttItt$ttttltttttttttftlfttt.tttttg 5ttttts_isitt 1 311.85 990.25 1.93:! 992,100 5.E 3.22 0.167 997.267 0.00 0.930 1.50 0.00 0,0 0 0,00 22.06 0.0195; .003015 0.07 0.660 I 332.91 30 50i 97 1E- 28 67 952 43 0 00 Q 0 0 0: O.I'i 9,v.65 .:vC 9 ,,.5 .�„ O.f . .3- �l.s.:+ t. 30 1.i:+ :..,. ,+,' I7.31 0.01554 0,6:0 341.'72 330,E2 T62 1E4 5.E .4 0 1E; o ^ 2 n 92 . ^r �, r, . 1, 99 . l .. 3 4 0, i -r , 9_.36� ,.0;� :.�;, ..:,: .. 4, ?.. I2.67 0.01954 .002753 0.01 0.66Et 244.E3 1 E0 392. 76 5.2 2.110.203 392.373 0.30 i 0.930 1.50 . , . t:' 0: 1 2. E3 0.0195 .0.2,8E 0.'•1 0..6. .0: I7.72 990.35 1.21. 9'32.164 5. 73 0.223 332.2E70. 7C cn r.. !,. 94 j p } I 249.7E. 93C,35 1.155 9:'2.146 1.2 3, i•7 0,245 397.33: v� 333 4 :r 'J. :.' 0:: r. A `.n R' DR PI:: .}A I 930.93 0.726 53I . 727 .._ 392,422 9.0e, 0.933 1.5: ..'? 0.00. 0' 0 ,00 4.63 0.01954 .012205 0.06 0.661' (.00 5 .5:. 22 0'.76; 93a. ,2t5 5, E. 6.4 0. 76 9'3.._1 0.3 ` 0.930 1.5000 : - .00 1Z.17 0.0135; 01^73.. 0... 0.66r, i.. 357.55 c9 t.; 3.79 991.377 5:E 6•11 0,573 ,Z.... 0.0°.' O.:':. 1.5r .;. ..... l.,,). t 1 2.1t 0.01954 .009466 353.69 9.1i ' c; 0. 32_ 372,E0 5. _ 5. E .327 9 _ ." C 1.42 0.01914 0 _•E2 361.11 991.21 0..957 332.063 5.9 1.55 0.472 932.547 0,00 0,930 0.70 0.01954 C.660 79 0 .. 0.660 .,ems 0.`.. 0.0. F0515? WATER SURFACE PROFILE LISTI}d? . SOUTHRIDSE TRACT NO. 14246 10-YEAR RUNOFF LAT. A-1 McCutchan Cc.. Inc.. 269E Matare Street. Pasale^a. CA 911D? DECEMBER 14. 1999 PAEE STATION INVERT DEPTH Y.S. A VEL VEL EAEREY SUFE? CRITICAL HET/ c EE/ 2L NO AV FR ELEV 3F FLOW ELEV HEAD £RD.EL. ELEV DEPTH DIA IL ND. PIER L/ELEM SO SF AVE HF MORN DEPTH ZR sauszii�t�t�t�ar�a�s�asts�rt+r:rtt�s�:ra:csz�t����stszxsxxt�stt�:tzxzs�f�aa�ai��st�ar�t�rttistst�ttts�t:���xt�t�:trt�.�ottttr�r�3� 361.81 991.23 0.992 932.119 5.2 5.29 0.435 932,553 0.00 0.930 1.50 0.0: 0.00 0 0,00 0.20 0.01954 .006523 0.00 4.66E 362.01 991.23 0.930 932.160 5,E 5.04 0.394 992.354 0.00 0.930 1.50 C.00 0. 0 c. 0.00 1, T1 SOJTHRIDGE TRACT N6. 14246 100-YEAR RUNOFF LAT. A-1 III T2 McCutchan Co.. Inc.. 2698.Mataro Street. Faaader:a. CA 91107 T3 DECEMBER 14.1969 SO 100.00 98E.29 1 .013 991.94 R 106.12 968.34 1 .013 I R 132.34 938.5E 1 .013 66. R 309.76 990.19 1 .013 Jr 311.85 990.25 3 2 .013 15.6 .990.25 E. I R 362.01 991.23 3 .013 37. SH 3 CD 1 4 2.5 CD 2 4111 2.0 CD 3 4 Lin? 11 Co: 1'File: R L731 :.',H:424C WE7 0 9.4 111 1 1 111 111 Line 1 Cc:. 1 File: D: \ T R: 42S6W:42 SS. RE 2:2 _. 2C': 42 F0515P PASE WATER SURFACE PROFILE LISTING SOUTHRIDSE TRACT NO. 14246 • 100-YEAR RUNOFF LAT. A-1 McCLtchan Cc.. Inc., 2698 War:, Street. Pasadena. CA 91107 DECEMBER 14. 1929 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENEREY SUPER CRITICAL HST: EASE! IL NO AVB R HEAD ERC.EL. ELEV DEPTH DIA ID NE. PIER L/ELEM SO SF AVE HF NORM DEPTH IR titttttt'tllittttttiitltitttIMI ttittttittittittttttttltltlttttitittlttittttitittttEiitttttiltlttiittttlItiitttittttlttttttttttittit 100.00 988.29 3.650 991.940 25.0 5.09 0.403 992.343 0.00 1.704 2.50 0.0C 0 0 0.00 6.12 0.00217 .003715 0.02 1.502 0.0:) 106.12 9E3.34 3.623 991.963 25.0 5.09 0.403 992.366 0.00 1.704 2.5) 0.00 0.03 0 0.03 26.22 0.00915 .007715 0.10 1.450 .. 0 132.:4 922,52 .,. 547 992.127 25 r, 3 ' 532 70 50 r ; r, 0Y ,4 5.:5 0.4G 99�.,:._ O.G f. ,:Y �. 0,:,0 ,.. G� 0, 177.44 0.00907 .007715 0.6E 1.452 3u9.78 950.15 2.592 952.723 25.0 5.05 0.40' 997.151 0.00 1,70E 2.50 0.00 0. G C.0. 2UNCT STR 0.02E99 .005B61 0.01 0.0f 311.E5 990.25 2.556 992.806 9,4 5.32 39 997.24E . 5 .0, 0. 4.0. 00 1 12. 1. 0 0.0f L 00 50.16 0.01954 .008002 0.4C 0.270 .00 712.01 991.23 2.074 993.264 5.4 5.32 0.479 953.703 0.CC 1.1E! 1.50 0.00 0.:::, 0 0.00 0 T1 SOUTHRIDSE TRACT NO. 14246 10-YEAR RUNOFF LAT. A-2 T2 F:cCttchan Co.. Inc.. 2698 Matarc Street. Pasadena. CA 91107 1 i i 1 t t T3 DECEMBER 14. 1989 SD 100.00 929.27 1 .013 R 106.12 982.34 1 .013 R 132.34 998.58 1 .013 R 309.78 990.19 1 .013 3X 313.78 990.23 2 3 .013 R 351.83 990.5E 2 .013 SH 2 CD 1 4 2.5 CD 2 4 2.0 CD 3 4 • I.5 Lire 10 rc: 10 File:.D:;T.R 4.246%41424_E.WSP Line 9.! 1 Col 1 Fii.: G:tT .1d24t';H14246R.'4SP 990.94 66. :27:42 F0515P WATER SURFACE. PROFILE LISTItG SOUTHRIDGE TRACT NO. 14246 10-YEAR RUNOFF LAT. A-2 McCutc"an CD.. Inc.. 2698 Mataro Street, Pasadena, CA 91107 DECEMBER 14. 1989 STATION INVERT DEPTH W.S. ELEV OF FLU ELEV VEL V-L ENERGY SUPER CRITICAL HEAD ERD.EL. ELEV DEPTH HET/ B.EE/ DIA 10 NO. PAGE IL NO AVBP? PIER L/ELEM SO SF AVE HF NORM DEPTH iR ttttttttttttttttttttttttttMMtttttttttttttttttlMEtlt MIttttttttttttttttttttItttttttttttttttitttttittttttttttttttt.ttttttttitt 100.00 988.29 2.650 990.940 15.2 3.10 0.149 991.0E9 0.00 ` 1.315 6.12 0.00817 106.12 .988.34 2.608 950.942 15.2 3.10 0.149 991.097 0.00 1.315 16.54 0.00915 .001373 0.01 1.113 .001362 0.02 1,020 122.66 982.49 2,501 990.991 15.2 3.10 0,149 991.140 0.00 1,315 9.5E 0.009:5 .001272 0.01 132.34 988.52 2.420 991.000 15.2 3.13 0,152 951.152 0.00 1.315 21.19 0.00907 .001216 C.03 153.53 9E2.77 2.232 991.010 15,2 3.22 0.167 991,177 0.00 1.315 14.32 0.00907 .001260 0.02 167.31 5E2.30 2.109 391.012 15.2 3.44 0,1E4 531.196 0.00 1.315 11.67 0.0G907 .00137i` 0.02 179.54 9E9.01 2,001 99z.009 15.2 3.61 0.202 571.211 0.00 1.315 9.89 0.00907 189.43 989.10 1.906 991.004 15.2 3.72 0.222 991.22E 0.00 1.3:5 2.50 0.00507 .001679 0.01 197.93 9E9.17 1,221 590.556 15.2 0.244 971.240 MO 1.315 7.58 0.00907 .001E76 0.01 205.51 989.24 1.742 990.98 15.2 4.16 0,269 99: 255 0.00 1.315 6.61 0.00507 212.12 929.30 5.73 ' 0. G0907 1.619 990.973 3.97 .002103 0.01 15.2 4.37 0.296 991.219 0.00 1.315 1.050 1.091 1.0E1 1.021 .001511 0.01 1 CE1 1.0E1. 1.0E 1.081 2.50 0.00 0.00 0 0.00 0.0r0 MO 0.00 0.01 r. 0.00 0.00 2.50 0.00 1... a 0.00 0.0f 2.50 0.00 0.00 • 4.0'0 0,00 2.50 0.00 0.00 0 0.00 0.0• 2,51: :' :" 0.00 0. G. 0 • 2.50 0.0:- 0.00. 0 0.00 0.0 2.50 0. , . 0. °of' 0 0.00 0.00 • 2.50 0.00 0..00 0 0.00 0.0C • C.00 0.00 r, 0 C 0.00 jjjj .. 2.50 0.1r 0.00 0 0.00 1 1 STATION. INVERT DEPTH W.S. F05ISP WATER SURFACE PROFILE LISTING SOUTHRIDGE TRACT NO. 14246 10-YEAR RUNOFF LAT. A-2 McCutchan,CD.. Inc.. 2698 Mataro Street. Pasadena. CA 91107 DECEMBER 14. 1989 PAGE VEL VEL ENERGY SUPER CRITICAL HET1 BASE/ "IL NO AVEFR ELEV OF FLOW ELEV • HEAD 6RD.EL. ELEV DEPTH • DIA ID NO.' • P:ER • illL/ELEM SO AVE HF NORM DEPTH • - ZR #alit*tittttit*it13tit#tiitititittt##iititrtt#iiitt##iiititiit#tttt4tti#iiti#iittttttt2tttttttitttitttttittiitttitit.#i#iit#3tit*.ti 217.85. 989.36 1.601 990.957 15.2 4.58 0.325 991.2E2 0.00 1.315 2.50 0..00 0.0; 0 0.00 2.12 0.40907 .002505 0.01 1.081 0.00 1 219.97 989.37 1,601 990.976 15.2 4.5E • 0.325 991.301 0.00 1.315 2.50 0.3 • 4.00 0 0.00 HY!'RAULIC JUMP 0.03 219.97 939.37 1.031 990.456 15.2 7.4S 0.868 991.324 0.00. 1.315 2.53 0.00 0.00- 0 0.0 0 • lir1E.65 0.009)7 .0029E0 0.17 1.0E1 0.0 • 232.62 989.54 1.091 990.635 15.2 7.32 • 0.845 971.420 0.00 1.315 • 2.50 3."0 0.00 0 0.00 44.45 0.00907 .009266 0.37 - 1.021 0.00 2E7.07 9E9.95 1.13E 991.020 15.2 7.03 0.76E . 991.343 0.00 1.315 2.50 0.00- 0.00 0 0.00 111 15.44 0.00307 .007262 • 0.11 1.031 0.00 I293.51 990.09 1.174 991.26E 15.2 6.71 0.699 991.961 0.00 1.315... 2.5E. 0.00 0.00 0 0.00 7.2E 0.00901 .006392 0.05 - 1.091 .*.':P: II[ 305.79 990.15 1.216 991.372 ' 15.2 6.39 0.635 992.007 0.00 1.315 2.50 0.00 t100.30 3.1, 0.00907 .005677 00.07 1.0E1 0.0 _ 303.91 990 1.265 971.447 • 15.2 6.10- 0.577 992.024 0.00 1.315 2.50 0 0.00 It0.97 0.00907 .004953 0.00 1.091 :; 309.78 990.19 1.315 991.535 15.2 5.81. 0.524 332.029 0.00 1.315 •2.50 • 3. 0 0.0 0 0.0 IJUNET STR 0.01000 0.00 313.7E 990.23 0.94 931.171 9.5 6.54 0.664 931.235 0.03 1.102 0r: • :. 3n .,C, ; 00 li 2. G.:�. �� G. 11[ 7.25 0.00920 .002596 • - 0.06 0.923 0.0. lir.- 321.03 990.30. 0.946. 991.243 • 9.5 6.49 0.653 991.696 0.00 1.102 2.00 0.0 0.00 0 0.00 19.33 0.00920 • 0.01:'.0�°?9E5 0.15 0.923 i r r r 1 F0515P WATER SURFACE PROFILE LISTINS SOUTHRID5E TRACT NO. 14246 10-YEAR RUNOFF LAT. A-2 McCutchan Co.. Inc.. 2898 Mataro Street. Pasadena. CA 91107 DECEMBER 14. 1989 STATION INVERT DEPTH W.S. ELEV OF FLOW ELEV VEL VEL ENERSY SUPER CRITICAL. HEAD ERD.EL. ELEV DEPTH HET/ BASF/ 71 NO AVBPr DIA ID D. PIER L/ELEM SO SF AVE HF NORM DEPTH jR ttttttttitttttttitttttitittttittttitittititttttitititIttttitaittttttitiitititttttitttUttttttttttttttttitiitttti MIttilziittitttt# 340.36 990.47 0,982 991.456 9.5 6.18 0.594 992.050 0.00 1.102 7.39 0.00920 007036 0.05 347.75 990.54 1.020 991.562 9.5 5.90 0.540 992.102 0.00 S.102 3.35 0.0092(.006199 0.02 351.10 990.57 1.059 931.632 9.5 5.62 0.L91 972,123 0.00 1.102 0.73 0.00920 .005452 0.00 351.83 990.58 1.102 991,682 S.E 5.36 0.44E 592.127 0.00 ..102 0.923 0.927. 0.927, 2.00 0.00 0.00 0 0,00 0.10 2.00 0.00 0.00 0 0.00 2.00 0,00 0.00 . O.00 0.00 2.00 0.00 0.00 0 0.0°3 0 T1 HOTHRIDSE TRACT R4. 14�46 T2 MCCut;han Co.. Inc.. 2695 Matara Street. Pasadena. CA 91107 T3 DECEMBER 14. 1959 SO 100.00.9EE.29 1 .013 R 106.12 958.34 1 .013 R 132.34 953.5E 1 .013 R 309.75 990.19 1 .013 JX 313.75 990.23 2 3 .0:3 9,4 R 351.83 990.5E 2 .013 SH CD 1 4 2.5 CD ..2 4 2.0 CD 3 4 1.5 100-YEAR RUNOFF LAT. A-2 Line 10 Cis 10 File: Dt1T3142461H14246F:.WSF 0 15.6 Line 1 Cal 1 File: D:ITS14246!H.4246C.W.3' 2:25:53 2:2E:25 1 111 STATION INVERT DEPTH W.S. 0 VEL VEL ENERSY SUPER CRITICALHST/BEE! r, V9P A°� IL N. Aa. ASE F051SP WATER SURFACE PROFILE LISTING SOUTHRIDGE TRACT NO. 1424E . 100-YEAR RUNOFF L AT. A-2 M:Cutchan Co.. Inc.. 269E Matarc Street. Pasadena. CA 91107 DECEMBER 14. 1929 ELEV OF FLOW ELEV HEAD SRRD.EL. ELEV DEPTH DIN ID N'. PIER IIL/ELEM SO SF AVE HF NORM DEPTH IR ftt4itttfftf#tt44#t#tt4fifx#i#tftttiifittti##tlittitfittttItItiftfttitfif#titiffitttfait#fttfitifttItItttt#t#ttt)tft##ttfttt#tii#t II100.00 992.29 3.650 991.940 25.0 5.09 0.403 992.343 0.00 1.704 2.50 0.0'.0.03 0 0.00 6.12 0.00217 .007715 0.0: 1.502 ::.,:,(,- I106.12 992.34 3.623 991.963 25,0 5.09 0.403 992.366 0.00 1.704 2.55 0.0C 0.00 0 0.00 II 26.22 0.00915 r .003715 0.10 1.E50 0.00 172.34 922.53 3.549 992.129 25,0 5.09 0.451 972.512 0.00 1.73E 2.50 0.5 0.�3c' . 0,00 111 117.4E 0.00907 0017:5 0.66 1.452 0.01 309.79 99 ,19 2.595 992.752 0 .; ., ,;� 25.0 5.09.403 993 .91 f ,:. 1.704 2.50 u.. C,C: 0 R IENCT STR 0.01000 004275 4,r.2 e rr. 311.72 990.23 2,652 C92.222 15.6 4.9D 0.321 993.265 0.05 1.424 2.00 0.05 0.0. 0 0,00 I 38.05 0.00920 .004755 0.12 1.251 351.21 990.52 2.506 493.096 15.6 4.96 0.72: 457.469 0,00 1.424 2.00 0, :' , r 0,00 0 T1 SOUTHRIDBE TRACT NO. 14246 100-YEAR RUNOFF ASL's 30' T2 McCutchan Co.. Inc.. 2698 Mataro Street. Pasadena. CA 91107 J tz SEPTEMBER 5. 1989 100.00 973.49 1 .013 985.0 H 104.20 975.32 1 .013 IIR 107.78 975.64 -1 .013 R 207.74 983.54 1 .013 TS 214.64 986.31 3 .013 R 224.64 988.21 3 .013 R 244.64 988.28 3 .013 JX 248.64 988.29 4 2 .013 B.0 988.29 90. R 254.76 988.34 4 .013 R 280.98 988.58 4 .013 66. R 456.42 990.19 4 .013 JX 460.42 990.23 2 5 .013 9.4 991.23 37. R 498.47 990.58 2 .013 8. ISH 2 CD 1 4 3.0 CD 2 4 2.0 ICD 3 4 2.13 CD, 4 4 2.5 CD 5 4 1.5 Line 1 Co1 1 File: D:1TR142461H14246E.NSP 10:51:1B e 15.6 11 t 1 Line 1 Co1 1 File: D:1TR142461H14246U.N5P 10:52:16 t F0515P WATER SURFACE PROFILE LISTING SOUTHRIDSE TRACT ND. 14246 100-YEAR RUNOFF ASL's 30' McCutchan Co.. Inc., 2698,Mataro Street, Pasadena, CA 91107 SEPTEMBER 5, 1989 -STATION INVERT DEPTH M.S. PAGE VEL VEL ENERGY SUPER CRITICAL HBT/ BASE/ IL NO AVBPR `,ELEV OF FLOW ELEV HEAD 6RD.EL. ELEV DEPTH DIA ID NO. PIER 0.553 0.00 II104.20 975.32 9.690 985.010 33.0 4.67 0.338 985.348 0.00 1.865 3.00 0.00 0.00 0 0.00 3.5B 0.08939 .002448 0.01 0.824 0.00 107.78 975.64 9.379 985.019 33.0 4.67 0.338 985.357 0.00 1.865 3.00 0.00 0.00 0 0.00 I72.69 0.07903 .002448 0.1B 0.850 0.00 180.47 981.38 3.817 985.202 33.0 4.67 0.338 985.540 0.00 1.865 3.00 0.00 0.0D 0 0.00 RHYDRAULIC JUMP 0.00 180.47 981.38 0.648 982.233 33.0 20.10 6.272 988.505 0.00 1.865 3.00 0.00 0.00 0 0.00 27.27 0.07903 .080435 2.19 0.850 0.00 I207.74 983.54 0.848 984.388 33.0 20.10 6.272 990.660 0.00 1.865 3.00 0.00 0.00 0 0.00 TRANS STR 0.40145 .059784 0.41 0.00 I214.64 986.31 1.21B 987.528 33.0 15.67 3.813 991.341 0.00 1.951 2.13 0.00 0.00 0 0.00 0.32 0.19000 .038749 0.01 0.773 0.00 I214.96 986.37 1.225 987.596 33.0 15.54 3.752 991.348 0.00 1.951 2.13 0.00 0.00 0 0.00 1.89 0.19000 .036140 0.07 0.773 0.00 216.85 986.73 1.275 988.005 33.0 14.82 3.413 991.418 0.00 1.951 2.13 0.00 0.00 0 0.00 1 1.64 0.19000 .031987 0.05 0.773 0.00 il 218.49 987.04 1.327 988.368 33.0 14.13 3.101 991.469 0.00 1.951 2.13 0.00 0.00 0 0.00 II 1.39 0.19000 .028354 0.04 0.773 0.00 III219.BB 987.31 1.383 988.690 33.0 13.47 2.819 941.509 0.00 1.951 2.13 0.00 0.00 0 0.00 1.20 0.19000 .025181 0.03 0.773 0.00 IL/ELEM SD SF AVE HF NORM DEPTH ZR ft MUSIMIUfitlttUltIM ttUftlOMMUMUSUU1tltIIMMtllttlUUMMUSIMMIUMIMUtUttttllUUtt M I100.00 973.49 " 11.510 985.000 33.0 4.67 0.338 985.338 0.00 1.865 3.00 0.00 0.00 0 0.00 4.20 0.43571 .002448 0.01 1 1 STATION INVERT DEPTH N.S. 9 VEL VEL ENERGY SUPER CRITICAL HST/ BASE/ IL NO AVBPR IELEV OF FLDM ELEV HEAD BRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM 50 SF AVE HF NORM DEPTH IR tttfttffttttlrittttttftttttttttttttttittift#titttffftffftftftttifftftfiffftftfittfffffiftftffftttfSIM MI ftftttftffftitti M 1 221.08 987.53 1.442 988.976 31.0 12.85 2.564 991.540 0.00 1.951 2.13 0.00 0.00 0 0.00 I1.01 0.19000 .022416 0.02 0.773 0.00 222.09 987.73 1.506 989.232 33.0 12.25 2.330 991.562 0.00 1.951 2.13 0.00 0.00 0 0.00 1 0.84 0.19000 .020019 0.02 0.773 0.00 222.93 987.88 1.575 989.460 33.0 11.68 2.119 991.579 0.00. 1.951 2.13 0.00 0.00 0 0.00 I0.68 0.19000 .017947 0.01 0.773 0.00 I223.61 988.01 1.650 989.665 33.0 11.14 1.926 991.591 0.00 1.951 2.13 0.00 0.00 0 0.00 0.53 0.19000 .016182 0.01 0.773 0.00 1 224.14 988.12 1.734 989.849 33.0 10.62 1.751 991.600 0.00 1.951 2.13 0.00 0.00 0 0.00 0.35 0.19000 .014732 0.01 0.773 0.00 II224.49 988.1E 1.831 990.013 33.0 10.13 1.592 991.605 0.00 1.951 2.13 0.00 0.00 0 0.00 I0.15 0.19000 .013659 0.00 0.773 0.00 224.64 988.21 1.951 990.161 33.0 9.65 1.446 991.607 0.00 1.951 2.13 0.00 0.00 0 0.00 II6.12 0.00350 .014080 0.09 2.130 0.00 230.76 988.23 2.130 990.361 33.0 9.26 1.332 991.693 0.00 1.951 2.13 0.00 0.00 0 0.00 1 13.88 0.00350 .015069 0.21 2.130 0.00 7 244.64 988.28 2.292 990.572 33.0 9.26 1.332 991.904 0.00 1.951 2.13 0.00 0.00 0 0.00 JUNCT STR 0.00250 .009462 0.04 0.00 1 248.64 988.29 3.627 991.917 25.0 5.09 0.403 992.320 0.00 1.704 2.50 0.00 0.00 0 0.00 6.12 0.00817 .003715 0.02 1.502 0.00 I254.76 988.34 3.600 991.940 25.0 5.09 0.403 992.343 0.00 1.704 .2.50 0.00 0.00 0 0.00 il 26.22 0.00915 .003715 0.10 1.450 0.00 111 PAGE F0515P WATER SURFACE PROFILE LISTING SDUTHRIDSE TRACT NO..14246 100-YEAR RUNOFF ASL's 30' McCutchan Co., Inc., 2698 Mataro Street, Pasadena. CA 91107 SEPTEMBER 5, 1989 F0515P WATER SURFACE PROFILE LISTING SOUTHRIDSE TRACT NO. 14246 100-YEAR RUNOFF ASL's 30' HcCutchan Co., Inc.. 269B Nitro Street, Pasadena, CA 91107 SEPTEMBER 5, 1989 PARE 3 STATION INVERT DEPTH W.S. Q VEL VEL ENERBY SUPER CRITICAL HST/ BASE! IL NO AVBPR ELEV OF FLOW ELEV HEAD SRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEN SO SF AVE HF NORM DEPTH IR ltlitiilttittftitttttttttitttitillttlitililitiltttlitlllittilttittttittllttitlitttllltititttillitttttttttittt U ititititttittittliit I280.98 988.58 3.527 992.107 25.0 5.09 0.403 992.510 0.00 1.704 2.50 0.00 0.00 0 0.00 I175.44 0.00918 .003715 0.65 1.450 0.00 456.42 990.19 2.568 992.758 25.0 5.09 0.403 993.161 0.00 1.704 2.50 0.00 0.00 0 0.00 IJUNCT STR 0.01000 .004235 0.02 0.00 460.42 990.23 2.622 992.852 15.6 4.96 0.383 993.235 0.00 1.424 2.00 0.00 0.00 0 0.00 1 38.05 0.00920 .004755 0.1B 1.253 0.00 I 498.47 990.58 2.476 993.056 15.6 4.96 0.383 993.439 0.00 1.424 2.00 0.00 0.00 0 0.00 i 1 1 1 1 1 ' APPENDIX D HYDRAULIC BACKUP � MAPS, CHARTS, AND � NOMOGRAPHS 1 1 1 41A-LYS;5 or t-1 ti t-F- Fl-oca tat 2F CR.,E3 T1 azd c2 oc....i sLoPC' = 0.014 .2 0.2 As261k. 4.2. 3.5 4-0.5+ $.o+10 = 0.191 2/3 v2 1.484 (4-ZXO.19,.1) (0.0140 _oil 0.rc. 1-1 Yr 2c.) oG-Y S T72c.Z+ r'tr.aw S NUT' EXc CID . OO.00 6EGht! comST$C(T/at/ ' FACE:'C.B. /#03.40 S.C. VILLANUEVA STREET Gto=5.8 4ta0 =a .4 N1.1-1' V 4-� U 3-1 4i'4&'E O O cr CO �`�PA SA' eT j C N 1JODE tt0A Rya- 61.s `Qtoo= tS .0 = 14' V = 4.5 TR. I424CD 10-20- &3 GArcN I'ASteJ PIPE •skILET. LOS5L5 CATC4-1 tak'cf•1 NOQC 4o5) LATA-1 62100= 9.4 eJs v,00 he 9'4 .77 5.3 4 ?i,s 1.2 (5.Sr 14.4 0.53 I N .L,. R20M HWkkiLic CALLL)L 1 4=4.1s -'r74. 3-161.70 INLET Lo 55c 5 ( tie) I ES UL'r7rgr WAtrce yV26'�'rGE ei") CATCH MAC(P 12/110 Wen- 61(CeCP O.K. 913.2C 0.53 99 3.7ci 99 s . 60 TR.. i4-24( GArct-4 f'A'3i J P,PL. ff.1LET- Lc 5L 10-20-69 CA1Z 771 J NOQC I Io) LAB=A-2 24 1Z.6.9, Q = 15- �o cr�s goo Vida ` 15.C% 4 = 49 he-- 1.2 (4.9 )2 0.45 e 64.4 Ntx.L. Mom NYbkAutAc CALCuLA-nav,1S IN Lo 55E5 (e) QESuLn r In 11 5u2tv,ce IZ J el-Ev. CA1t I3AciNi �TJ4. 3t49, 83 giW tJor Oxce-007 4 O.K. 1.0 -^ 12 10 .9--11 10 - 6 .8 - 5 _9 Ir \ _ 4 J, .� i Rrcx: U. 3 6311. .6--- u. 2 emu -nit -so- - -8 6/X..=1.3 w = z 0 b. Z -6 -'- 6 a ? ua 1.0 Z O 8 / LL / $ O i .6 W .4 - Z 0 - w Z 4-.4 O • 'N- a0 .4):' J ; Ls. - - I'. w - .3 O - a. 0 - 1- -/- 4 t- �Qv/i I- - N = j ,.# o -:2 w _ t? / - =.3- w . .r- S /. a - , W N - .t ox=.08 a - o .06 - .05 • .2- 1.1- 110 lJ-3o5 21 .04 -5 u 8" d100 H=d+4" N/h GYL Qloo L .31 .G4 .% 1.3 15.6, 12' . 34 .70 1.05 • I. 5 9.4 G9. 3' of cw01 I 14-- t. Tr- , it 1----- . t 4 `lace) de •sAe. let ELEVATION • S,•feco of woad wo1.,. " N - 4 - 3 1.5 1-1/ = 1.65 t.o Nh_ .96 - .6 -.4 - .3 u 5E = .' /L I USF vJ = �►' -.2 - .15 SECTION C.F. h 94, (o" NOMOGRAM -CAPACITY, CURB INLET AT SAG Plate 2.6-0651 (PC 1•+G"7-41, LENGTH ( FEET) 25 50 75 100 125 150 175 200 i i i i i i DESIGN OF SPUN CONCRETE CONNECTOR PIPES FLOWING FULL — 0.5 0.6 7 0. A' 9 ./1.2+0D21L — - 2.0 — 2.5 3.0 3.5 4.b 5.0 — 6.0 — 7.0 8.0 — 9.0 — 10.0 9.4crs EXAMPLE \ H=1.0, Q=20, L=125 USE D = 27" . Catch Basin — 6 — 7 - _8 9 I0 15.6 oft 1` 15 30 \ 35 40 50 — 60 —70 — 80 - 90 — 100 Area A Free water surface ee-Hyd. grade line Storm Drain Page G-34 /� / / / / / ' ' it Z\-/..........--...----.----------.°-.....---..*'‘ 2a • • 33 3 0 25 50 75 100 125 N- 110 N-SOS 150 175 D-30 20C -1x r4c'tC 46 4D 35 30 25 U 0 20 15.6 cis 15r 10 94 cCs 4 5.4' 3.B' f V-DEPTH (Feet) V=4' ti i AS N V 2) • SU• 'TIDN )1`.F 10 Freebc OT Fo hn E r si C E ng1 of or 5 ec cer i2 6 at 2i se OS Y 0.3 • -35, i f iris 5 6 7 8 i5t SENT BY: A. A. WEBB & ASSOC. :1O 3-89 4: Jk i1 (14 el=541s7-0 010 '(75 4s7bi FF C Pride In Progress & Parforrnance favreau EngiMering,Inc. CONSULTING CIVIL ENGINEERS Comments on Tract 14246 Drainage First Check October 3,1989 Page 1 of 1 A. Puns 1) provide construction notes for storm drain, sheets 1 and 7. Provide storm drain quantities on sheet 1. 2) Show storm drain eaBement on the tract map. 3) Show the water and sewer lines an the storm drain plan in plan and in profile. 4) show catch basins on street plan. 5) Show HGL and Q's on the storm drain profile. 6) Show finished surfaces above the storm drain. 7) Add a 1/4" steel plate to the curb opening detail per the enclosed detail. 8) On sheet 6 add a dimension of 12" maximum to the top (concentric) portion of the manhole per enclosed detail. 9) Provide secondary relief for street sumps. 10) Add the following to the general notes: • If during construction, ground water is encountered a system approved by the City Engineer shall be installed to dewater said area at the direction of the Soils Engineer. All exposed metal surfaces shallbe galvanized vicationin accordance with the city d 11) The storm drain plan shown on sheet 7 is missing stationing, call -outs, wrings, etc. 12) Don't run main line storm drain through catch basins. B. Calculation 1) Provide hydrology map. 2) Provide street capacity calculation. �. 3) Hydraulic calculation met consider inlet losses at the catch basin (1.2 Hy) 3434 Via Udo, Suite 260 ■ Newport Beach, CA 92663 $ TEL: (714) 875.8030 R FAX: (714) 675.1823 11111 IMO 11111 MID 11111 111111 111111 111111 11111 11111 11111 MN NS 11111 NMI 11111 r —3•17,1*. _ 03 3 1--ta 2 JAI U") crm lib .1 LEGEND ,p0000 wATERSNED SPUT WITHIN TR.142411 21.14241 DRAINAGE BOUNDARY SUBAREA DRAINAGE AREA MOOR& MOMS MOS OP MAO" • IN. M LOTS 11101TOS &WOO MOM. SOWS MIST/1111 TAM MS .010110 MOO CIS .101002 MICTS. POMO imentan0a. 1141•001 41/0 LC. 011, .0. 14. gam R122141111111/. 1 COW MS/OWLS& 4'111'010.10 MOM PIOT WOO 4 WM 011010 NOIS 0..0 .100 11. 1. OTROVIO row c OMOKe, ,/ .. 000.0OPM WI SM LGar/.• . 1. 2000 POR I/O —. ... 44 SOMPOLS I/O — — 101M. 000110 OP 01OLIM411 MOTTO 1141 loon low, mom= or arta., wrill lea LOIS VCR 11R MIS MOS POW OF 10LLMO4 NMI ICS WWI 00 SWIM M0114.04/011 DIRECTION OF ROW 1000E NCL AREA (ACRES) TO1.1111011M0.4 MIS MR1/01 - 14110T11101011 WC11. 1O IOW .00.11141. 441-0441 04•41101C0 10 WOICSII WOW= IOW MS .1000. 0011 •21 ca 44444 111•1/311 MOWRY 01. IOC/ IGO. NAT.. mu. POWs 10/01 S44.1404 OMIT= Mtn romfaen .1.11 0.010T 01101 Mt 01 MOMS sow 110MMIO CMITOMM IMMO CO. SMIVISO MUMMA 01O OD. MLO▪ OROI MOM WM ea. lartienal 4•11410 0000 , CZ) CE: CD CD OD CM CD CD er• ma 'ea PAS LOT A ▪ ..10011•101. TRICAL 171.51tT =rot • wet 10 101 .00 104 3 1111 011 1101 101 101 101 101 • ',I a 11 ,. ., 114 sit • I/ WI TS NW SA 'Al mi ID. • SP 44 11.1 71 el .B.0 0.11 - ILO ts 1• S se - 0 as 1111 SA If 0/ • 011 XI OA 11/1 00 1011 II 101 . OM 10. 10 H 801 lr .., MA •• as PO 1411 FRANT ("' "Ww.,"ro a• ea 10 - MoCUTCHAN CO. INC. snaranwornrsiaasasaa.1.1•0•••.Imer MOW OM. qqqqqqqqq To..410 •44400410 6711.1/ IMP HYDROLOGY MAP TRACT NO. 142411 0.400101, pans INLAY. /...,CO • MoCutohan Company, Inc. 2898 Mataro Street Pasadena, ,Calif, 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PROJECT FILE =C14246-CLOSE BATCH LOT FILE=L14246 PAGE 1 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL BLOCK C/L LOT TOTAL OF BLOCK C/L FROM BEARING DISTANCE NORTH 686287.87 59 N87 16 26E 52'00 686290'34 58 S 2 43 34E 200'00 685090~57 CA= 11 CHORD= 55 60 38 40 41 42 174 42 41 52 53 65 G3 52 50 51 64 51 50 48 49 63 48 48 40 39 GD 45 05 ARC= 4.1.02 TAN= 40'95 CHORD BEARING = S86 51 NQ S8O NO SB0 8D G8Q N8y NO N8Q SO G8S N8B NO M8B SO S88 N8g ND N88 SO S8g N88 NO N80 S 0 N80 SQ 01 58 53 54 DS 54 54 05 54 05 54 54 05 54 05 54 54 D5 54 05 54. 54 05 54 53 58 01 31E 29E 17F 52E O8N 52E 52N 08E 52W 08N 52E 52W 08E 52W D8W 52E 52N 08E 52# n8N 52E 52W OBE 52N 1?W 2QW 31N CA= 11 45 05 CHORD= 40.95 5SN24334W 58 S87 16 26N LOT AREA= ERROR OF CLOSURE S68 39 52E 200.00 101.95 244.74 972'14 151'O4 1OS'OO 1OA'OO 1G1'04 22G'14 220^D5 3.00 3.00 22O'OS 26n'DU 219.85 7'5U 7'5O 21Q'g5 260.00 219.82 15.00 '15.00 219,82 22G'DO 244,74. 101.95 2OO'OO ARC= CHORD 686288.09 686272.10 686516.81 686515.36 686354.32 686354.16 686354.32 686515.36 G8G515'70 686295.65 G8G2B5'G4 G882p5'G5 G8G51S.?O GQS51G'O8 686296.13 B8G28G'12 G862SG'13 8BG516'O8 686516.47 686296.65 GBG29G-G3 686296.65 686516.47 GQG51G''81 686272.10 GBG288'OS G8GO9O'57 41.D2 TAN= BEARING = N86 51 200'00 686290^34 52-00 686287'87 0.000 SO FT OR EAST 632945.29 832Qg7^23 633ODG'74 20'58 02E 633O38'11 633138.80 G33142,5S 634114.73 834114'4g 634223'40 G34114'4o 034114'73 633888'59 ` 633888.27 ' 633881`27 633888.27 633888.59 G33G28'5Q G33G28'27 `633635.77 633G28'27 633628.59 633368.59 633368.27 633383.27 8333GQ'27 633368.59 633142.59 633138.80 633038.11 633006.74 O2N 632997.23 832Q4G.2S 0.00000 ACRES O'OOOOD 0.00000 TO 59 58 55 GO 39 4.0 41 42 1?4 42 41 52 53 GG 53 52 50 51 64 51 50 48 4.9 63 49 48 40 39 GO 55 58 59 1 t 1 McCutchan Company, Inca 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 2 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL LOT SUM= 0.000 SQ FT OR 0.00000 ACRES ************************** BLOCK R/W ************************ LOT TOTAL OF BLOCK R/W FROM BEARING DISTANCE NORTH EAST TO 686264.75 633023.67 95 95 N 0 53 17E 50.13 686314.87 633024.45 93 93 S 4 30 52W 2.25.00 686090.57 633006.74 55 CA= 4 30 39 ARC= 17.71 TAN= 8.86 CHORD= 17.71 CHORD BEARING = S83 13 49E 55 N 9 01 31E 225.00 686312.78 633042.04 94 S80 58 29E 58.13 686303.67 633099.45 138 N 9 01 31E 13.00 686316.50 633101.49 IICA= 98 08 14 ARC= 22.27 TAN= 14.99 CHORD= 19.64 CHORD BEARING = N49 57 24E II140 S89 06 43E 13.00 686316.30 70 N 0 53 17E 123.38 686439.67 71 N89 06 43W 55.00 686440.52 1 1 633114.48 633116.40 633061.40 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = N10 53 25W 146 N67 19 54E 147 N67 19 54E CA=136 18 37 55.00 65.00 686461.72 686486.77 633112.15 633172.13 ARC= 154.64 TAN= 162.14 CHORD 120.67 CHORD BEARING = N45 29 13E 143 N23 38 31E 65.00 145 N23 3831E 55.00 686546.31 686596.70 633198.20 633220.26 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S78 08 10E 144 S 0 05 08W 67 S89 54 52E 66 N 0 05 08E 55.00 816.64 55.00 686541.70 686540.48 686595.48 94 138 140 70 71 146 147 143 145 144 633220.17 67 634036.81 66 634036.89 149 CA= 23 33 23 ARC= 22.61 TAN 11.47 CHORD= 22.45 CHORD BEARING = N78 18 26E 149 523 28 15E 55.00 150 S23 28 15E 65.00 686545.03 686485.41 634058.80 634084.69 150 148 CA=137 06 47 ARC= 155.55 TAN= 165.49 1 1 1 1 1 1 t McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 3 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL CHORD= 121.00 CHORD 13EARING = S44 54 52E 148 S66 21 29E 65.00 153 S66 21 29E 55.00 CA= 23 33 23 686459.34 686437.28 634144..23 634194.62 ARC 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S11 51 50W 152 N89 54 52W' 151 S 0 05 08W 171 S89 54 52E 55,.00 45.08 13.00 686437.37 686392.29 686392.27 634139.62 634139.55 634152.55 CA= 90 00 00 ARC= 20.42 TAN= 13.00 CHORD= 18.38 CHORD BEARING = S44 54 52E 184 S 0 05 08W 180 S89 54 52E 701 N 0 05 08E CA= 90 00 00 13.00 51.00 20.00 686379.27 686379.19 686399.19 634152.53 634203.53 634203.56 ARC 31.42 TAN= 20.00 CHORD= 28.28 CHORD BEARING = N45 05 08E 702 S89 54 52E. 703 5 0 05 08W 181 N89 54 52W 182 S 0 05 08W 2.0.00 70.00 31.04 55.00 686399.16 686329.16 686329.21 686274,.21 634223.56 634223.46 634192.42 634192.33 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S78 18 .26 188 N23 28 15W 189 N23 28 15W CA=137 06 47 55.00 65.00 686324.66 686384.28 634170.43 634144.54 ARC= 155.55 TAN= 165.49 CHORD= 121.00 CHORD BEARING = N44 54 52W 185 N66 21 294 65.00 187 N66 21 29W 55.00 686410.34 686432.40 634084.99 634034.61 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = N11 51 50E 186 S89 54 52E 86 N 0 05 08E 87 N89 54 52W' 55.00 45.08 13.00 686432.32 686477.40 686477.4.2 634089.61 634089.68 634076.68 ' CA= 90 00 00 ARC= 20.42 TAN= 13.00 CHORD= 18.38 CHORD BEARING = N44 54 52W 153. 152 151 171 184 180 701 702 703 181 182 188 189 185 187 186 86 87 155 155 N 0 05 08E 154 N89 54 52W 13.00 148.14 686490.42 686490.64 634076.70 633928.56 154 165 1 1 t 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 4 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL 165 S45 05 08W 84 S 0 05 08W 85 S89 54 52E 21.21 116.25 56.00 686475.66 686359.41 686359.33 633913.54 84 633913.36 85 633968.36 110 CA= 39 38 46 ARC= 38.06 TAN= 19.83 CHORD= 37.30 CHORD BEARING = S19 44 15E 110 S50 26 22W 55.00 111 S50 26 22W 45.00 CA=253 32 51 686324.30 686295.64 633925.96 633891.27 ARC= 199.14 TAN= -60.21 CHORD= 72.09 CHORD BEARING = S87 12 47W 65 N56 00 47W 45.00 109 N56 00 47W 55.00 686320.80 686351.54 633853.96 633808.35 CA= 33 54 05 ARC= 32.54 TAN= 16.76 CHORD= 32.07 CHORD BEARING = N17 02 10E 108 S89 54 52E 83 N 0 05 08E 82 N44 54 52W 163 N89 54 52W 161 S45 05 08W 80 S 0 05 08W 81 S89 54 52E 55.00 124.28 21.21 180.00 21.21 111.07 55.00 686351.46 686475.74 686490.76 686491.03 686476.05 686364.98 686364.90 633863.35 633863.54 633848.56 633668.56 633653.54 633653.38. 633708.38 CA= 43 31 52 ARC= 41.79 TAN= 21.96 CHORD= 40.79 CHORD BEARING = S21 40 48E 105 S46 33 16W 55.00 106 S46 33 16W 45.00 686327.08 686296.14 633668.45 633635.77 CA=252 29 10 ARC= 198.30 TAN -61.39 11 CHORD= 72.59 CHORD BEARING = S82 47 51W 1 i 64 N60 57 34W 45.00 104 N60 57 34W 55.00 686317.98 686344.68 633596.43 633548.35 CA= 28 57 18 ARC= 27.79 TAN= 14.20 CHORD= 27.50 CHORD BEARING = N14 33 47E 103 S89 54 52E 79 N 0 05 08E 78 N44 54 52W 159 N89 54 52W 76 S45 05 08W 157 S 0 05 08W 77 S89 54 52E 55.00 131.53 21.21 180.00 21.21 103.83 55.00 686344.60 686476.13 686491.15 686491.41 686476.44 686372.61 686372.53 633603.35 633603.54 633588.57 633408.57 633393.55 633393.39 633448.39 111 65 109 108 83 82 163 161 80 81 105 106 64 104 103 79 78 159 76 157 77 100 CA= 49 27 30 ARC= 47.48 TAN= 25.33 1 1 1 1 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 5 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL CHORD= 46.02 CHORD BEARING = S24 38 37E 100 S40 37 38W 101 S40 37 38W CA=247.39 12 55.00 45.00 686330.78 686296.63 633412.58 633383.28 ARC= 194.51 TAN= -67.15 CHORD= 74.77 CHORD BEARING = S74 27 14W 63 N71 43 10W 45.00 99 N71 43 10W 55.00 686310.75 686328.00 633340.55 633288.33 CA= 18 11 42 ARC= 17.47 TAN 8.81 CHORD= 17.39 CHORD BEARING = N 9 10 59E 101 63 99 98 98 S89 54 52E 55.00 686327.92 633343.33 75 75 N 0 05 08E 148.60 686476.52 633343.55 74 74 N44 54 52W 21.21 686491.54 633328.57 68 68 N89 54 52W 148.53 686491.76 633180.04 69 69 S 0 05 08W 13.00 686478.76 633180.02 112 CA= 89 11 51 ARC= 20.24 TAN= 12.82 CHORD= 18.26 CHORD BEARING = S45 29 13W 112 N89 06 43W 73 S 0 53 17W 72 S89 06 43E 13.00 124.71 55.00 686478.96 686354.26 686353.41 633167.02 633165.09 633220.08 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD 22.45 CHORD BEARING = S10 53 25E 134 S67 19 54W 55.00 135 S67 19 54W 65.00 686332.21 686307.16 633169.33 633109.35 1 .CA=145 15 00 ARC= 164.78 TAN= 207.73 CHORD= 124.07 CHORD BEARING = S49 57 24W 131 S32 34 54.1 65.00 142 S32 34 54W 55.00 CA= 23 33 23 CHORD= 22.45 141 N 9 01 31E 139 N80 58 29W 96 S 9 01 '314,4 686252.39 686206.05 633074 .35 633044.73 ARC= 22.61 TAN 11.47 CHORD BEARING = N69'11 48W 55.00 19.40 175.00 686260.37 686263.41 686090.58 633053.36 633034.20 633006.75 73 72 134 135 131 142 141 139 96 55 CA= 3 28 21 ARC= 10.61 TAN= 5.30 CHORD= 10.60 CHORD BEARING = N82 42 40W 55 N 5 33 09E 175.00 686264.76 633023.68 95 LOT AREA= 126571.075 SQ FT OR 2.90567 ACRES 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 1 DATE 10/21/89 BATCH LOT LISTING PAGE 6 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL 1 i ERROR OF CLOSURE S47 06 01W LOT SUM= 0.01364 0.00929 0.00999 126571.075 SQ FT OR 2.90567 ACRES ************************** BLOCK LOTS ************************ LOT 1 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686358.47 633115.14 227 227 S 0 53 17W 42.17 686316.31 633114.48 70 70 N89 06 43W 13.00 686316.51 633101.48 140 CA= 98 08 14 ARC= 22.27 TAN= 14.99 CHORD= 19.64 CHORD BEARING = S49 57 24W 140 S 9 01 31W 138 N80 58 29W 94 S 9 01 31W 13.00 58.13 225.00 686303.67 686312.79 686090.57 633099.45 633042.03 633006.74 CA= 4 30 39 ARC= 17.71 TAN= 8.86 CHORD= 17.71 CHORD BEARING = N83 13 49W 138 94 55 55 N 4 30 52E 225.00 686314.87 633024.45 93 93 N 0 53 17E 45.00 686359.87 633025.15 228 228 S89 06 43E 90.00 686358.47 633115.14 227 LOT AREA= 4519.807 SQ FT OR 0.10376 ACRES ERROR OF CLOSURE S14 34 04E 0.00380 0.00368 -0.00096 LOT 2 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686400.46 633115.79 225 225 S 0 53 17W 42.00 686358.47 633115.14 227 227 N89 06 43W 90.00 686359.86 633025.15 228 228 N 0 53 17E 42.00 686401.86 633025.80 226 226 S89 06 43E 90.00 686400.46 633115.79 225 LOT AREA= 3780.000 SQ FT OR 0.08678 ACRES ERROR OF CLOSURE S17 28 57E 0.00000 0.00000 0.00000 LOT 3 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686442.46 633116.37 223 223 S87 58 32W 55.00. 686440.52 633061.40 146 CA= 2 54 45 ARC 2.80 TAN= 1.40 CHORD= 2.80 CHORD BEARING = S 0 34 05E l 1 r t 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 7 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL 146 S89 06 43E 55.00 686439.67 633116.40 71 71 S 0 53 17W 39.21 686400.46 633115.79 225 225 N89 06 43W 90.00 686401.86 633025.80 226 226 N 0 53 17E 42.00 686443.85 633026.45 224 224 S89 06 43E 89.93 686442.46 633116.37 223 LOT AREA= 3779.933 SQ FT OR 0.08678 ACRES ERROR OF CLOSURE N11 54 29W ,0.00471 -0.00461 0.00097 LOT 4 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686484.61 633107.17 221 221 N88 05 54E 65.00 686486.77 633172.13 143 CA= 20 46 00 ARC 23.56 TAN= 11.91 CHORD= 23.43 CHORD BEARING = S12 17 06E 143 S67 19 54W 65.00 147 S67 19 54W 55.00 CA= 20 38 38 686461.71 686440.52 633112.15 633061.40 ARC= 19.82 TAN= 10.02 CHORD= 19.71 CHORD BEARING = S12 20 47E 146.N87 58 32E 55.00 686442.46 633116.37 223 N89 06 43W 89.93 686443.85 633026.45 224 N 0 53 17E 42.00 686485.85 633027.10 222 S89 06 43E 80.08 686484.61 633107.17 LOT AREA= 3564.989 SQ FT OR 0.08184 ACRES ERROR OF CLOSURE N89 32 47W 0.00186-0.00001, 0.00186 147 146 223 224 222 221 LOT 5 OF BLOCK LOTS 11 FROM BEARING DISTANCE NORTH EAST TO 686512.33 633112.37 220 220 S66 50 11E 65.00 686486.77 633172.13 143 1 CA= 25 03 56 ARC= 28.44 TAN= 14.45 CHORD= 28.21 CHORD BEARING = S10 37 52W" 143 S88 05 54W 221 N89 06 43W_ 222'N'0 53 17E 219 S66 49 42E LOT AREA= ERROR OF CLOSURE N26 35 43E 65.00 686484.61 80.08 686485.85 62.57 686548.41 91.70 686512.33 3738.435 SQ. FT OR 0.00493 LOT 6 OF BLOCK LOTS 633107.17 633027.10 633028.07 633112.37 0.08582 ACRES -0.00441 -0.00221 221 222 219 220 1 r 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 8 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL FROM BEARING DISTANCE NORTH EAST TO 686541.61 633137.24 218 218 S32 27 43E 6.00 686486.77 633172.13 143 CA= 34 22 28 ARC 39.00 TAN= 20.10 CHORD= 38.41 CHORD BEARING. = S40 21 03W 143 N66 50 11W 220 N66 49 42W 219 N 0 53 17E 27 N45 05 08E 26 S44 54 52E 65.00 91.70 47.85 1.12 10.00 686512.33 686548.42 686596.26 686597.05 686589.97 633112.37 633028.07 633028.81 633029.60 633036.66 220 219 27 26 25 CA= 45 00 00 ARC= 7.85 TAN= 4.14 CHORD= 7.65 CHORD BEARING = N67 35 08E 25 N 0 05 08E 10.00 686599.97 633036.68 24 24 S89 54 52E 63.50 686599.88 633100.18 217 217 S32 27 43E 69.05 686541.61 633137.24 218 LOT AREA= 6492.134 SQ FT OR 0.14904 ACRES ERROR OF CLOSURE S26 22 36E 0.00581 0.00521 -0.00258 LOT 7 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686551.70 633169.11 230 230 S 2 39 58E 65.00 686486.77 633172.13 143 CA= 29 47 45 ARC= 33.80 TAN= 17.29 CHORD= 33.42 CHORD BEARING = S72 26 10W 143 N32 27 43W 218 N32 27 43W 217 S89 54 52E 23 N 0 05 08E 65.00 69.05 17.50 10.00 686541.61 686599.87 686599.84 686609.84. 633137.24 633100.18 633117.68 633117.70 CA= 90 00 00 ARC= 15.71 TAN= 10.00 CHORD= 14.14 CHORD BEARING = N45 05 08E 22 S89 54 52E 21 N 0 05 08E 20 S89 54 52E 10.00 10.00 10.00 686609.83 686619.83 686619.81 633127.70 633127.71 633137.71 CA= 90 00 00 ARC= 15.71 TAN= 10.00 CHORD= 14.14 CHORD BEARING = N45 05 08E 19 N 0 05 08E 10.00 686629.81 633137.73 18 S89 54 52E 31.50 686629.77 633169.23 229 S 0 05 08W 78.07 686551.70 633169.11 LOT AREA= 3969.803 SQ FT OR 0.09113 ACRES 218 217 23 22 21 20 19 18 229 230 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 IIDATE 10/21/89 BATCH LOT LISTING PAGE 9 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL 1 1 ERROR OF CLOSURE S44 00 17W 0.00253 0.00182 0.00175 LOT 8 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686542.31 633212.02 232 11 232 N 8 36 21E 55.00 686596.69 633220.25 144 t 1 1 CA= 15 02 10 ARC 14.43 TAN= 7.26 CHORD= 14.39 CHORD BEARING = N73 52 34W 144 S23 38 31W 55.00 145 S23 38 31W 65.00 686546.31 686486.77 633198.20 633172.13 CA= 26 18 29 ARC= 29.85 TAN= 15.19 CHORD= 29.58 CHORD BEARING = N79 30 43W 143 N 2 39 58W 65.00 686551.70 633169.11 230 N 0 05 08E 78.07 686629.77 633169.23 229 S89 54 52E 42.93 686629.70 633212.15 231 S 0 05 08W 87.39 686542.31 633212.02 LOT AREA= 3501.462 SQ FT OR 0.08038 ACRES ERROR OF CLOSURE N 3 38 09W 0.00202-0.00202 0.00013 LOT 9 OF BLOCK LOTS FROM BEARING DISTANCE 234 N89 54 52W 31.85 67 N 0 05 08E 55.00 145 143 230 229 231 232 NORTH EAST TO 686541.65 633252.02 234 686541.69 633220.17 67 686596.69 633220.26 144 CA= 8 31 13 ARC= 8.18 TAN= 4.10 CHORD 8.17 CHORD BEARING = N85 39 15W 144 S 8 36 21W 232 N 0 05 08E 231 S89 54 52E 233 S 0 05 08W LOT AREA= ERROR OF CLOSURE N22 17 09W 55.00 686542.31 87.39 686629.70 40.00 686629.64 88.00 686541.64 3518.235 SQ FT OR 0.00324 633212.03 633212.16 633252.16 633252.02 0.08077 ACRES -0.00299 0.00123 LOT A OF BLOCK LOTS .232 231 233 234 FROM BEARING DISTANCE NORTH EAST TO 686246.78 633023.39 38 38 N 0 53 17E 17.97 686264.74 633023.67 95 95 S 5 33 09W 175.00 686090.57 633006.74 55 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 10 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL CA= 3 28 21 ARC= 10.61 TAN= 5.30 CHORD= 10.60 CHORD BEARING = S82 42 40E 55 N 9 01 31E 96 S80 58 29E 139 S 9 01 31W 175.00 19.40 55.00 686263.40 686260.36 686206.04 633034.19 633053.35 633044.72 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S69 11 48E 141 N32 34 54E 142 N32 34 54E 55.00 65.00 686252.38 686307.15 633074.34 633109.34 CA= 32 28 10 ARC= 36.84 TAN= 18.93 CHORD= 36.34 CHORD BEARING = S73 39 11E 131 S 0 06 44W 65.00 686242.15 633109.22 304• N89 53 16W 6.95 686242.16 633102.27 35 N86 39 26W 79.00 686246.77 633023.40 LOT AREA= 861.141 SQ FT OR 0.01977 ACRES ERROR OF CLOSURE N56 36 01W 0.00886 -0.00488 0.00740 LOT 10 OF BLOCK LOTS 96 139 141 142 131 304 35 38 FROM BEARING DISTANCE NORTH EAST TO 686541.59 633292.02 236 236 N89 54 52W 40.00 686541.65 633252.02 234 234 N 0 05 08E 88.00 686629.65 633252.15 233 233 S89 54 52E 40.00 686629.59 633292.15 235 235 S 0 05 08W 88.00 686541.59 633292.02 236 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE IIS82 15 23E 0.00000 0.00000 0.00000 t 1 LOT 11 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686541 53633332.02 238 238 N89 54 52W 40.00 686541.59 633292.02 236 236 N 0 05 08E 88.00 686629.59 633292.15 235 235 S89 54 52E 40.00 686629.53 633332.15 237 237 S 0 05 08W 88.00 686541.53 633332.02 238 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE S82 15 23E 0.00000 0.00000 0.00000 LOT 12 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO • 686541.47 633372.02 240 1 1 i DATE 10/21/89 BLOCK C/L LOT 240 N89 54 52W 238 N 0 05 08E 237 S89 54 52E 239 S 0 05 08W LOT AREA= ERROR OF CLOSURE S82 15 23E FROM BEARING LOT 242 N89 54 52W 240 N 0 05 08E 239 S89 54 52E 241 S 0 05 08W LOT AREA= ERROR OF CLOSURE S82 15 23E FROM BEARING LOT 244 N89 54 52W 242 N 0 05 08E 241 S89 54 52E 243 S 0 05 08W LOT AREA= ERROR OF CLOSURE S82 15 23E IIFROM BEARING 1 LOT 246 N89 54 52W 244 N 0 05 08E 243 S89 54 52E 245 S 0 05 08W LOT AREA= ERROR OF CLOSURE S82 15 23E FROM BEARING 248 N89 54 52W 246 N 0 05 08E 245 S89 54 52E LOT McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING PAGE 11 TOTAL TO BLOCK BOUND LOT TOTAL 40.00 686541.53 8$.00 686629.53 40.00 686629.47 88.00 686541.47 3520.000 SQ FT OR 633332.02 633332.15 633372.15 633372.02 0.08081 ACRES 0.00000 0.00000 13 OF BLOCK LOTS DISTANCE 0.00000 238 237 239 240 NORTH EAST 686541.41 633412.02 40.00 686541.47 633372.02 88.00 686629.47 633372.15 40.00 686629.41 633412.15 88.00 686541.41 633412.02 3520.000 SQ FT OR 0.08081 ACRES 0.00000 0.00000 14 OF BLOCK LOTS DISTANCE 40.00 88.00 40.00 88.00 3520.000 0.00000 TO 242 240 239 241 242 NORTH EAST 686541.35 633452.02 686541.41 633412.02 686629.41 633412.15 686629.35 633452.15 686541.35 633452.02 SQ FT OR 0.08081 ACRES 0.00000 0.00000 15 OF BLOCK LOTS DISTANCE 0.00000 TO 244 242 24.1 243 244 NORTH EAST 686541.29 633492.02 40.00 686541.35 633452.02 88.00 686629.35 633452.15 40.00 686629.29 633492.15 88.00 686541.29 633492.02 3520.000 SQ FT OR 0.08081 ACRES 0.00000 0.00000 16 OF BLOCK LOTS DISTANCE 40.00 88.00 40.00 NORTH 686541.23 686541.29 686629.29 686629.23 0.00000 TO 246 244 243 245 246 EAST 633532.02 633492.02 633492.15 633532.15 TO 248 246 245 247 1 1 i McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 12 BLOCK C/L LOT TOTAL 'TO BLOCK BOUND LOT TOTAL 247 S 0 05 08W 88.00 686541.23 633532.02 248 LOT AREA= 3529.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE S82 15 23E 0.00000 0.00000 0.00000 LOT 17 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686541.17 633572.02 250 250 N89 54 52W 40.00 686541.23 633532.02 248 248 N 0 05 08E 88.00 686629.23 633532.15 247 247 S89 54 52E 40.00 686629.17 633572.15 249 249 S 0 05 08W 88.00 686541.17 633572.02 250 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE S82 15 23E 0.00000 0.00000 0.00000 LOT 18 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686541.11 633612.02 252 252 N89 54 52W 40.00 686541.17 633572.02 250 250 N 0 05 08E 88.00 686629.17 633572.15 249 249 S89 54 52E 40.00 686629.11 633612.15 251 251 S 0 05 08W 88.00 686541.11 633612.02 252 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE S82 15 23E 0.00000 0.00000 0.00000 LOT 19 OF BLOCK LOTS IIFROM BEARING DISTANCE NORTH EAST TO 686541.05 633652.02 254 I 254 N89 54 52W 40.00 686541.11 633612.02 252 252 N 0 05 08E 88.00 686629.11 633612.15 251 251 S89 54 52E 40.00 686629.05 633652.15 253 253 S 0 05 08W 88.00 686541.05 633652.02 254 I LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE S82 15 23E 0.00000 0.00000 0.00000 LOT 20 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686540.99 633692.02 256 256 N89 54 52W• 40.00 .686541.05 633652.02 254 254 N 0 05 08E 88.00 686629.05 633652.15 253 253 S89 54 52E 40.00 686628.99 633692.15 255 255 S 0 05 08W 88.00 686540.99 633692.02 256 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE II 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 I DATE 10/21/89 BATCH LOT LISTING PAGE 13 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL IIS82 15 23E 0.00000 0.00000 0.00000 LOT 21 OF BLOCK LOTS IFROM BEARING DISTANCE NORTH EAST TO 686540.93 633732.02 258 I 258 N89 54 52W 40.00 686540.99 633692.02 256 256 N 0 05 08E 88.00 686628.99 633692.15 255 255 S89 54 52E 40.00 686628.93 633732.15 257 1 257 S 0 05 08W 88.00 686540.93 633732.02 258 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE S82 15 23E 0.00000 0.00000 0.00000 ILOT 22 OF BLOCK LOTS I FROM BEARING DISTANCE NORTH EAST 633772.02TO 686540.87 260 260 N89 54 52W 40.00 686540.93 633732.02 258 258 N 0 05 08E 88.00 686628.93 633732.15 257 I257 S89 54 52E 40.00 686628.87 633772.15 259 259 S 0 05 08W 88.00 686540.87 633772.02 260 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES I ERROR OF CLOSURE S82 15 23E 0.00000 0.00000 0.00000 II LOT 23 OF BLOCK. LOTS FROM BEARING DISTANCE NORTH EAST TO 686540.81 633812.02 262 II 262 N89 54 52W 40.00 686540.87 633772.02 260 260 N 0 05 08E 88.00 686628.87 633772.15 259 259 S89 54 52E 40.00 686628.81 633812.15 261 I 261 S 0 05 08W 88.00 686540.81 633812.02 262 LOT AREA. 3520.000 SQ FT OR 0 08081 ACRES ERROR OF CLOSURE I S82 15 23E 0.00000 0.00000 0.00000 LOT 24 OF BLOCK LOTS 11 FROM BEARING DISTANCE NORTH EAST TO 686628.81 633812.15 261 261 S89 54 52E 40.00 686628.75 633852.15 263 1 263 5 0 05 08W 88.00 686540.75 633852.02 264 264 N89 54 52W 40.00 686540.81 633812.02 262 262 N 0 05 08E 88.00 686628.81 633812.15 261 LOT AREA 3520.000 SQ FT OR 0.08081 ACRES IIERROR OF CLOSURE S81 12 31E 0.00000 0.00000 0.00000 LOT 25 OF BLOCK LOTS 1 1 1 McCutchan Company,' Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 14 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL FROM BEARING DISTANCE NORTH EAST TO 686540.69 633892.02 266 266 N89 54 52W 40.00 686540.75 633852.02 264 264 N 0 05 08E 88.00 686628.75 633852.15 263 263 S89 54 52E 40.00 686628.69 633892.15 265 265 S 0 05 08W 88.00 686540.69 633892.02 266 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE S82 15 23E 0.00000 0.00000 0.00000 LOT 26 OF, BLOCK LOTS FROM BEARING DISTANCE - NORTH EAST TO 686628.69 633892.15 265 265 S89 54 52E 40.00 686628.63 633932.15 267 267 S 0 05 08W 88.00 686540.63 633932.02 268 268 N89 54 52W 40.00 686540.69 633892.02 266 266 N 0 05 08E 88.00 686628.69 633892.15 265 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE S81 12 31E 0.00000 0.00000 0.00000 LOT 27 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686540.57 633972.02 270 270 N89 54 52W 40.00 686540.63 633932.02 268 268 N 0 05 08E 88.00 686628.63 633932.15 267 267 S89 54 52E 40.00 686628.57 633972.15 269 269 S 0 05 08W 88.00 686540.57 633972.02 270 LOT AREA= 3520.000 SQ FT OR 0.08081 ACRES ERROR OF CLOSURE S82 15 23E 0.00000 0.00000 0.00000 FROM BEARING LOT 28 OF BLOCK LOTS 272 N89 54 52W 270 N 0 05 08E 269 S89 54 52E 271 S 0 05 08W LOT AREA= ERROR OF CLOSURE S82 15 23E DISTANCE NORTH EAST TO 686540.51 634012.02 272 40.00 686540.57 633972.02 270 88.00 686628.57 633972.15 269 40.00 686628.51 634012.15 271 88.00 686540.51 634012.02 272 3520.000 SQ FT OR 0.08081 ACRES 0.00000 0.00000 0.00000 LOT 29 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686542.60 634052.03 116 116 N15 58 00W 55.00 686595.47 634036.90 149 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 • (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 15 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL CA= 16 03 08 ARC= 15.41 TAN= 7.76 CHORD= 15.36 CHORD BEARING = S82 03 34W 149 S 0 05 08W 55.00 686540.47 634036.81 66 N89 54 52W 24.79 686540.51 634012.02 272 N 0 05 08E 88.00 686628.51 634012.16 271 S89 54 52E 40.00 686628.45 634052.16 102 S 0 05 08W 85.86 686542.59 634052.03 LOT AREA= 3509.214 SQ FT OR 0.08056 ACRES ERROR OF CLOSURE N21 33 13W 0.00478 -0.00445 0.00176 LOT 30 OF BLOCK LOTS 66 272 271 102 116 FROM BEARING DISTANCE NORTH EAST TO 686550.03 634091.61 118 118 S 6 06 48W 65.00 686485.40 634084.69 148 CA= 29 35 03 ARC= 33.56 TAN= 17.16 CHORD= 33.19 CHORD BEARING = S81 19 16W 148 N23 28 15W 65.00 150 N23 28 15W 55.00 686545.03 686595.47 634058.80 634036.90 CA= 7 30 15 ARC= 7.20 TAN= 3.61 CHORD= 7.20 CHORD BEARING = S70 16 52W 149 S15 58 OOE 55.00 686542.60 634052.03 116 N 0 05 08E 85.86 686628.46 634052.15 102 S89 54 52E 47.85 686628.38 634100.00 117 S 6 06 48W 78.80 686550.03 634091.61 LOT AREA= 3503.683 SQ FT OR 0.08043 ACRES ERROR OF CLOSURE N46 40 55E 0.00063-0.00043 -0.00046 LOT 31 OF BLOCK LOTS 150 149 116 102 117 118 FROM BEARING DISTANCE NORTH EAST TO 686541.88 634116.87 120 120 S29 40 17W 65.00 686485.40 634084.69 148 CA= 23 33 29 ARC= 26.73 TAN= 13.55 CHORD= 26.54 CHORD BEARING = N72 06 28W 148 N 6 06 48E 118 N 6 06 48E 117 S89 54 52E 119 S29 40 17W LOT AREA= ERROR OF CLOSURE S22 11 46W 65.00 78.80 66.09 686550.03 686628.39. 686628.29 99.44 686541.89 3857.000 SQ FT OR 0.00553 634091.61 634100.00 634166.09 634116.87 0.08854 ACRES 0.00512 0.00209 118 117 119 120 1 1 1 1 1 i 1 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 16 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL LOT 32 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686524.31 634136.76 121 121 S53 13 46W 65.00 686485.40 634084.69 148 CA= 23 33 29 ARC= 26.73 TAN= 13.55 CHORD= 26.54 CHORD BEARING = N48 32 59W 148 N29 40 17E 65.00 686541.88 634116.87 120 N29 40 17E 99.44 686628.28 634166.09 119 S89 54 52E 47.81 686628.21 634213.90 17 S 0 05 08W 10.00 686618.21 634213.89 CA= 90 00 00 ARC= 15.71 TAN= 10.00 CHORD= 14.14 CHORD BEARING = S44 54 52E 16 S89 54 52E 10.00 686618.20 634223.89 15 S 0 05 08W 16.46. 686601.74 634223.86 123 S48 22 10W 116.54 686524.31 634136.76 LOT AREA= 5403.120 SQ FT OR 0.12404 ACRES ERROR OF CLOSURE S50 30 58E 0.00304 0.00193 '-0.00234 LOT 33 OF BLOCK LOTS FROM BEARING DISTANCE 122 S76 09 17W 65.00 120 119 17 16 15 123 121 NORTH EAST TO 686500.96 634147.80 122 686485.40 634084.69 148 CA= 22 55 31 ARC= 26.01 TAN= 13.18 CHORD= 25.83 CHORD BEARING = N25 18 29W 148 N53 13 46E 121 N48 22 10E 123 S 0 05 08W 124 S71 46 21W LOT AREA= ERROR OF CLOSURE S24 48 28W 65.00 686524.31 116.54 686601.73 75.76 686525.97 79.96 686500.96 4297.752 SQ FT OR 0.00549 634136.76 634223.87 634223.75 634147.80 0.09866 ACRES 0.00498 0.00230 LOT 34 OF BLOCK LOTS 121 123 124 122 II FROM BEARING DISTANCE NORTH EAST• TO 686466.88 634147.00 114 114 N73 26 47W 65.00 686485.40 634084.69 148 ICA= 30 23 56 ARC= 34.49 TAN= 17.66 CHORD= -34.08 CHORD BEARING = N 1 21 15E II 148 N76 09 17E 65.00 686500.96 634147.80 122 McCutchan Company, Inc. ' 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 II DATE 10/21/89 BATCH LOT LISTING PAGE 17 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL i t 1 122 N71 46 21E 79.96 686525.97 634223.75 124 S 0 05 08W 59.20 686466.77 634223.66 115 N89 54 52W 76.67 686466.88 634146.99 LOT AREA= . 3501.305 SQ FT OR 0.08038 ACRES ERROR OF CLOSURE N80 38 36E 0.00514 -0.00084 -0.00507 LOT 35 OF BLOCK LOTS 124 115 114 FROM BEARING DISTANCE NORTH EAST TO 686424.28 634139.60 92 92 N 0 05 08E 13.08 686437.36 634139.62 151 151 S89 54 52E 55.00 686437.28 634194.62 152 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING N11 51 50E 152 N66 21 29W 55.00 153 N66 21 29W 65.00 CA= 7 05 18 686459.34 686485.40 . 634144.23 634084.69 ARC= 8.04 TAN= 4.03 CHORD= 8.04 CHORD BEARING = N20 05 52E 148 S73 26 47E 114 S89 54 52E 115 S 0 05 08W 113 N89 54 52W LOT AREA= ERROR OF CLOSURE S61 18 49W 65.00 76.67 42.61 84.00 686466.89 686466.77 686424.16 686424.29 3500.730 SQ FT OR 0.00400 634147.00 634223.67 634223.60 634139.60 0.08037 ACRES 0.00192 0.00351 11 LOT 36 OF BLOCK LOTS 153 148 114 115 113 92 ' FROM BEARING DISTANCE NORTH EAST TO 686399.16 634223.56 703 703 N89 54 52W 20.00 686399.19 634203.56 702 CA= 90 00 00 ARC= 31.42 TAN= 20.00 CHORD= 28.28 CHORD BEARING = S45 05 08W 702 S 0 05 08W 701 N89 54 52W 180 N 0 05 08E 20.00 51.00 13.00 686379.19 686379.27 686392.27 634203.53 634152.53 634152.55 CA= 90 00 00 ARC= 20.42 TAN= 13.00 CHORD= 18.38 CHORD BEARING = N44 54 52W 184 N89 54 52W 171 N 0 05 08E 92 S89 54 52E 113 S 0 05 08W 13.00 32.00 84.00 25.00 686392.28 686424.28 686424.16 686399.16 634139.55 634139.60 634223.60 634223.56 701 180 184 171 92 113 703, McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 18 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL LOT AREA= 3657.892 SQ FT OR 0.08397 ACRES ERROR OF CLOSURE S61 32 OOE 4.00000 0.00000 0.00000 LOT 37 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686327.43 634178.46 136 136 S14 36 49E 55.00 686274.21 634192.33 188 CA= 14 41 57 ARC= 14.11 TAN= 7.09 CHORD= 14.07 CHORD BEARING = N82 44 10E 188 N 0 05 08E 55.00 686329.21 634192.42 182 S89 54 52E 31.04 686329.16 634223.46 181 S 0 05 08W 89.99 686239.17 634223.32 13 N89 18 54W 45.00 686239.71 634178.32 88 N 0 05 08E 87.72 686327.43 634178.46 LOT AREA= 4030.413 SQ FT OR 0.09253 ACRES ERROR OF CLOSURE S61 53 04E 0.00184 0.00087 -0.00162 LOT 38 OF BLOCK LOTS 182 181 13 88 136 FROM BEARING DISTANCE NORTH EAST TO 686319.52 634138.96 90 90 N 4 55 23E 65.00 686384.28 634144.54 185 CA= 28 23 39 ARC= 32.21 TAN= 16.44. CHORD= 31.88 CHORD BEARING = N80 43 34E 185 S23 28 15E 65.00 189 S23 28 15E 55.00 686324.66 686274.21 634170.43 634.192.33 CA= 8 51 27 ARC= 8.50 TAN= 4.26 CHORD= 8.49 CHORD BEARING = N70 57 28E 188 N14 36 49W 55.00 136 5 0 05 08W .87.72 88 N89 18 54W 35.53 34 N89 53 16W 10.67 89 N 4 55 23E 79.66 686319.52 LOT AREA= 3500.106 SQ FT OR ERROR OF CLOSURE S69 45 34W 0.00361 686327.43 686239.71 686240.13 686240.15 634178.46 634178.33 634142.80 634132.13 634138.96 0.08035 ACRES 0.00125 0.00339 189 188 136 88 34 89 90 LOT 39 OF BLOCK LOTS IIFROM BEARING DISTANCE NORTH EAST TO 686327.36 634113.14 97 11 97 N28 53 08E 65.00 686384.28 634144.54 185 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 II DATE 10/21/89 BATCH LOT LISTING PAGE 19 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL CA= 23 57 45 ARC= 27.18 TAN= 13.79 CHORD= 26.99 185 S 4 55 23W 90 S 4 55 23W 89 N89 53 16W 91 N28 53 08E LOT AREA= ERROR OF CLOSURE S 0 35 42W CHORD BEARING = S73 05 44E 65.00 686319.52 79.66 686240.15 67.03 686240.28 99.46 686327.37 3947.732 SQ FT OR 0.00389 634138.96 634132.12 634065.10 634113.14 0.09063 ACRES 0.00389 0.00004 LOT 40 OF BLOCK LOTS FROM BEARING DISTANCE 61 N51 48 14E 65.00 CA= 22 55 06 90 89 91 97 NORTH. EAST TO 686344.08 634093.46 61 686384.28 634144.54 185 ARC= 26.00 TAN= 13.18 CHORD= 25.83 CHORD BEARING = S49 39 19E 185 S28 53 08W 65.00 686327.36 634113.14 97 S28 53 08W 99.46 686240.28 634065.10 91 N89 53 16W 38.94 686240.35 634026.16 107 N 0 06 44E 42.12 686282.47 634026.24 37 N16 40 20W 7.36 686289.53 634024.13 62 N51 48 14E 88.22 686344.08 634093.46 LOT AREA= 4973.358 SQ FT OR 0.11417 ACRES ERROR OF CLOSURE N15 14 52W 0.00806 -0.00778 0.00212 LOT 41 OF BLOCK LOTS 97 91 107 37 62 61 FROM BEARING DISTANCE NORTH EAST TO 686369.28 634081.29 46 46 N76 39 32E 65.00 686384.28 634144.54 185 CA= 24 51 18 CHORD= 27.98 CHORD BEARING = S25 46 07E ARC= 28.20 TAN= 14.32 185 S51 48 14W 65.00 686344.08 634093.46 61 61 S51 48 14W 88.22 686289.53 634024.12 62 62 N16 40 20W 64.51 686351.33 634005.62 54 54 N76 39 32E 77.77 686369.28 634081.29 46 LOT AREA= 3681.061 SQ FT OR 0.08451 ACRES ERROR OF CLOSURE N68 18 10E 0.00640 -0.00237 -0.00595 LOT 42 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686404.41 634082.73 - 47 t 1 DATE 10/21/89 BLOCK C/L LOT 47 S71 57 38E CA= 31 22 50 CHORD= 35.16 185 S76 39 32W 46 S76 39 32W 54 N16 40 20W 36 N 0 05 08E 45 S89 54 52E LOT AREA= ERROR OF CLOSURE S53 25 14W FROM' BEARING 12 S 0 05 08W 86 N89 54 52W LOT McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING TOTAL TO BLOCK BOUND 65.00 ARC= 35.60 CHORD BEARING 65.00 77.77 14.82 39.00 81.31 3504.950 686384.28 TAN= = S. 2 20 686369.28 686351.33 686365.53 686404.53 686404.41 SQ FT OR PAGE 20 LOT TOTAL 634144.54 18.26 57W 634081.29 634005.62 634001.37 634001.43 634082.74 0 08046 ACRES 0.00502 0.00299 43 OF BLOCK LOTS DISTANCE 13.08 55.00 NORTH 686445.40 686432.32 686432.40 0.00403 185 46 54 36 45 47 EAST 634089.63 634089.61 634034.61 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S11 51 50W • 186 S66 21 29E 187 S66 21 29E 1 CA= 5 36 09 CHORD= 6.35 185 N71 57 38W 47 N89 54 52W 45 N 0 05 08E 11 S89 54 52E LOT AREA= ERROR OF CLOSURE N69 06 27E FROM BEARING 87 S 0 05 08W 12 N89 54 52W 11 N 0 05 08E 303 S89 54 52E 154 S 0 05 08W CA= 90 00 00 LOT 55.00 65.00 686410.34 686384.28 634084.99 634144.54 ARC= 6.36 TAN= 3.18 CHORD BEARING = S20 50 27W 65.00 686404.40 81.31 686404.53 41.00 686445.53 88.14 686445.39 3546.685 SQ FT OR 634082.73 634001.42 634001.49 634089.63 0.08142 ACRES 0.00509 -0.00182 44 OF BLOCK LOTS DISTANCE 32.00 88.14 45.00 75.14 13.00 ARC= 20.42 NORTH 686477.40 686445.40 686445.53 686490.53 686490.41 686477.42 CHORD= 18.38 CHORD BEARING 0.00476 TO 12 86 186 187 185 47 45 11 12 EAST 634089.68 634089.63 634001.49 634001.56 634076.70 634076.68 TAN= 13.00 = S44 54 52E TO 87 12 11 303 154 155 1 DATE 10/21/89 BLOCK C/L LOT McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING PAGE 21 TOTAL TO BLOCK BOUND LOT TOTAL 155 S89 5452E 13.00, 686477.40 LOT AREA= 3930.032 SQ FT OR ERROR OF CLOSURE S53 28 24E 0.00000 FROM BEARING 28 N 0 05 08E 84 N45 05 08E 165 S89 54 52E '303 S 0 05 08W 11 N89 54 52W LOT AREA= ERROR OF CLOSURE N45 05 .08E LOT LOT 634089.68 0.09022 ACRES 0.00000 0.00000 45 OF BLOCK 'LOTS DISTANCE NORTH 686445.66 30.00 686475.66 21.21 686490.63 73.00 686490.52 45.00 686/145.52 88.00 686445.66 3847.432 SQ FT OR 87 EAST TO 633913.49 28 633913.53 84 633928.55 165 634001.55 303 634001.49 11 633913.49 28 0.08832 ACRES 0.00320 -0.00226 46 OF BLOCK LOTS 11 FROM BEARING DISTANCE 29 N 0 05 08E 28 S89 54 52E 11 S 0 05 08W 30 N89 54 52W LOT AREA= ERROR OF CLOSURE S36 45 49E FROM 1 33 N 0 05 08E 29 S89 54 52E 30 S 0 05 08W 36 N89 54 52W LOT AREA= ERROR OF CLOSURE S36 45 49E FROM BEARING 111 N50 26 22E LOT LOT 40.00 88.00 40.00 88.00 3520.000 NORTH 686405.66. 686445.66 686445.53 686405.53 686405.66 SQ FT OR 0.00227 EAST 633913.43 633913.49 634001.49, 634001.43 633913.43 0.08081 ,ACRES 0.00000 0.00000 47 OF BLOCK LOTS BEARING DISTANCE NORTH 686365.66 40.00 686405.66 88.00 686405.53 40.00 686365.53 88.00 686365.66 3520.000 SQ FT OR 0.00000 TO 29 28 11 30 29 EAST 633913.37 633913.43 634001.43 634001.37 633913.37 0.08081 ACRES 0.00000 0.00000 48 OF BLOCK LOTS DISTANCE 55.00 NORTH 686324.30 686359.33 0.00000 TO 33 29 30 36 33 EAST 633925.96 633968.36 CA= 39 38 46 ARC= 38.06 TAN= 19.83 CHORD 37.30 CHORD BEARING = N19 44 15W TO 111 110 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 II DATE 10/21/89 BATCH LOT LISTING PAGE 22 BLOCK .C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL 1110 N89 54 52W 55.00 686359.41 633913.36 85 85 N 0 05 08E Fj.25 686365.66 633913.37 33 33 S89 54 52E 88.00 686365.53 634001.37 36 II 36 S16 40 20E 43.17 686324.17 634013.75 31 31 N89 54 52W 87.80 686324.31 633925.95 111 LOT AREA= 3754.540 SQ FT OR 0.08619 ACRES II ERROR OF CLOSURE S27 07 46E 0.00646 0.00575 -0.00295 LOT 49 OF BLOCK LOTS IFROM BEARING DISTANCE NORTH EAST TO 686282.62 633934.34 32 I32 N73 10 53W 45.00 686295.64 633891.26 65 CA= 56 22 45 ARC= 44.28 TAN= 24.12 IICHORD= 42.52 CHORD BEARING = N11 22 16W 65 N50 26 22E 45.00 686324.30 633925.96 111 111 S89 54 52E 87.80 686324.17 634013.76 31 II 31 S16 40 20E 43.52 686282.48 634026.24 37 37 N89 54 52W 91.94 686282.62 633934.34 32 LOT AREA= 3591.096 SQ FT OR 0.08244 ACRES I ERROR OF CLOSURE N42 18 21W 0.00506-0.00374 0.00341 II LOT 50 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686250.64 633891.20 137 11 137 N 0 05 08E 45.00 686295.64 633891.26 65 CA= 73 16 02 ARC= 57.54 TAN= 33.46 IICHORD= 53.70 CHORD BEARING = N53 27 07E 65 S73 10 53E 45.00 686282.62 633934.34 32 II 32 S89 54 52E 91.90 686282.48 634026.24 37 37 S 0 06 444 42.12 686240.36 634026.16 107 107 N89 53 16W 13Q.98 686240.63 633891.18 43 43 N 0 05 08E 10.02 686250.65 633891.19 137 II LOT AREA 4665.800 SQ FT OR 0.10711 ACRES ERROR OF CLOSURE S36 43 45E 0.00842 0.00675 0.00503 IILOT 51 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO II 686250.64 633891.20 137 137 N 0 05 08E 45.00 686295.64 633891.26 65 IICA= 70 35 10 ARC= 55.44 TAN 31.85 1 1 1 1 1 1 1 t 1 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 23 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL CHORD= 52.00 CHORD BEARING = N54 37 17W 65 S70 40 18W 299 N89 54 52W 128 S 0 06 44W 129 S89 53 16E 43 N 0 05 08E LOT AREA= ERROR OF CLOSURE S 0 24. 28E 45.00 85.33 40.00 127.79 686280.75 686280.87 68624.0.87 686240.62 10.02 686250.64 4185.078 SQ FT OR 633848.80 633763.47 633763.39 633891.18 633891.20 0.09608 ACRES 0.00299 0.00299 LOT 52 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST 686320.79 633853.95 109 S56 00 47E 45.00 686295.64 633891.26 -0.00002 299 128 129 43 137 CA= 53 18 55 ARC= 41.87 CHORD= 40.38 CHORD BEARING 65 299 128 130 294 S70 N89 N 0 S89 N58 40 18W 54 52W 06 44E 54 52E 25 51W CA= 2 25 03 CHORD= 2.32 CHORD BEARING = S32 46 41W 108 S56 00 47E 55.00 686320.79 633853.95 LOT AREA= 3567.249 SQ FT OR 0.08189 ACRES ERROR OF CLOSURE N89 26 18E 0.00539 -0.00005 FROM BEARING 292 S,0 05 08W 83 N89 54 52W CA= 31 29 01 CHORD= 29.84 LOT 45.00 85.33 42.01 91.65 55.00 TAN= 22.59 = S 7 19 45W 686280.75 686280.87 686322.88 686322.75 686351.54 633848.80 633763.47 633763.55 633855.20 633808.34 ARC= 2.32 TAN= 1.16 53 OF BLOCK LOTS DISTANCE 11.28 55.00 NORTH 686362.73 686351.45 686351.54 -0.00539 TO 109 65 299 128 130 294 108 109 EAST 633863.36 633863.35 633808.35 'ARC= 30.22 TAN= 15.50 CHORD BEARING = S15 49 39W 108 S58 25 51E 686322.74 294 N89 54 52W 686322.89 302 N 0 05 08E 686362.89 300 S89 54 52E 105.00 686362.73 LOT AREA= 4124.780 SQ FT OR ERROR OF CLOSURE N40 27 43W 0.00527 55.00 96.90 40.00 633855.21 633758.31 633758.37 633863.37 0.09469 ACRES -0.00401 0.00342 TO 292 83 108 294 302 300 292 1 1 r 1 1 1 t DATE 10/21/89 BLOCK C/L LOT FROM BEARING LOT 278 S 0 05 08W 292 N89 54 52W 300 N 0 05 08E 301 S89 54 52E LOT AREA= ERROR OF CLOSURE S35 43 56E FROM BEARING LOT 295 S89 54 52E 163 S44 54 52E 82 S 0 05 08W 278 N89 54 52W 296 N 0 05 08E LOT AREA= ERROR OF CLOSURE S44 54 52E FROM BEARING .283 295 296 284 S89 5452E S 0 05 08W N89 54 52W N 0 05 08E LOT LOT AREA ERROR OF CLOSURE S81 12 31E FROM BEARING LOT 281 S89 54 52E 283 S 0 05 08W 284 N89 54 52W 282 N 0 05 08E LOT AREA= ERROR OF CLOSURE S81 12 31E LOT McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING PAGE 24 TOTAL TO BLOCK BOUND LOT TOTAL 54 OF BLOCK LOTS DISTANCE 40.00 105.00 40.00 105.00 4200.000 SQ 0.00000 NORTH EAST 686402.73 633863.42 686362.73 633863.36 686362.89 633758.36 686402.89 633758.42 686402.73 633863.42 FT OR 0.09642 ACRES 0.00000 0.00000 55 OF BLOCK LOTS DISTANCE 30.00 21.21 73.00 45.00 88.00 '3847.432 NORTH 686490.80 686490.76 686475.74 686402.74 686402.80 686490.80 SQ FT OR 0.00320 TO 278 292 300 301 278 EAST 633818.56 633848.56 633863.53 633863.42 633818.42 633818.55 0 08832 ACRES 0.00227 56 OF BLOCK LOTS DISTANCE 40.00 88.00 40.00 88.00 NORTH 686490.86 686490.80 686402.80 686402.86 686490.86 3520.000 SQ FT OR 0.00000 -0.00226 TO 295 163 82 278 296 295 EAST 633778.56 633818.56 633818.42 633778.42 633778.56 0.08081 ACRES 0.00000 57 OF BLOCK LOTS DISTANCE 40.00 88.00 40.00 88.00 3520.000 NORTH 6864.90.92 686490.86 686402.86 686402.92 686490.92 SQ FT OR 0.00000 TO 283 295 296 284 283 EAST 633738.56 633778.56 633778.42 633738.42 633738.56 0.08081 ACRES 0.00000 0.00000 58 OF BLOCK LOTS 0.00000 TO 281 283 284 282 281 1 1 t t t DATE 10/21/89 BLOCK C/L LOT FROM BEARING 279 S89 54 52E 281 S 0 05 08W 282 N89 54 52W 280 N 0 05 08E LOT AREA= ERROR OF CLOSURE S81 12 31E FROM BEARING LOT 161 S89 54 52E 279 S 0 05 08W 280 N89 54 52W 277 N 0 05 08E 80 N45 05 08E LOT AREA= ERROR OF CLOSURE N45 05 08E FROM BEARING 305 N88 04 35E CA= 2 00 33 CHORD= 1.93 LOT 105 N89 54 52W 81 N 0 05 08E 277 S89 54 52E 301 S 0 05 08W 300 N89 54 52W LOT AREA= ERROR OF CLOSURE N65 37 53E FROM BEARING 293 S53 18 03W CA= 6 44 47 CHORD= 5.30 64 N46 33 16E LOT McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING PAGE, 25 TOTAL TO BLOCK BOUND LOT TOTAL DISTANCE NORTH 686490.98 46.00 686490.92 88.00 686402.92 40.00 686402.98 88.00 686490.98 3520.000 SQ FT OR 0.00000 EAST TO 633698.56 '279 633738.56 281 633738.42 282 633698.42 280 63.3698.56 279 0.08081 ACRES 0.00000 0.00000 59 OF BLOCK LOTS DISTANCE 30.00 88.00 45.00 73.00 21.21 3847.500 NORTH 686491.02. 686490.98 686402.98 686403.05 686476.05 686491.02 SQ FT OR 0.00320 60 OF BLOCK LOTS DISTANCE NORTH 686363.05 55.00 686364.89 ARC= 1.93 CHORD BEARING 55.00 38.07 105.00 40.00 EAST 633668.56 633698.56 633698.42 633653.42 633653.53 633668.55 0.08833 ACRES -0.00226 -0.00227 TO 161 279 280 277 80 161 EAST 633653.40 633708.37 TAN= 0.96 = N 0 55 09W 686364.98 686403.05 686402.89 686362.89 104.97 686363.05 4199.981 SQ FT OR 0.00419 633653.37 633653.42 633758.42 633758.36 633653.39 0.09642 ACRES -0.00173 -0.00381 61 OF BLOCK LOTS DISTANCE 45.00 NORTH 686323.02 686296 13 TO 305 105 81 277 301 300 305 EAST 633671.85 633635.76 ARC 5.30 TAN= 2.65 CHORD BEARING = N40 04 21W 45.00 686327.07 TO 293 64 633668.44 106 1 1 1 1 1 1 1 1 DATE 10/21/89 BLOCK C/L LOT 106 N46 33 16E CA= 41 31 19 CHORD= 38.99 105 S88 04 35W 305 S89 54 52E 300 S 0 05 08W 302 N89 54 52W LOT AREA= ERROR OF CLOSURE S88 19 44W FROM BEARING 298 N70 21 28W CA= 56 20 29 CHORD= 42.49 LOT 64 N53 18 03E 293 S89 54 52E 130 S 0 06 44W 128 N89 54 52W LOT AREA= ERROR OF CLOSURE N85 18 11E FROM BEARING 133 N 0 40 17W CA= 69 41 11 CHORD= 51.42 LOT 64 S70 21 28E 298 S89 54 52E 128 S 0 06 44W 129 N89 53 16W 132 N 0 40 17W LOT AREA= ERROR OF CLOSURE S83 10 58W McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568=2474 BATCH LOT LISTING PAGE 26 TOTAL TO BLOCK BOUND LOT TOTAL 55.00 686364.89 633708.37 ARC= 39.86 TAN= 20.85 CHORD BEARING = N22 41 05W LOT 55.00 104.97 40.00 86.46 3952.707 686363.05 686362.89 686322.89 686323.02 SQ FT OR 0.00377 633653.40 633758.37 633758.31 633671.85 0.09074 ACRES 0.00011 0.00376 62 OF BLOCK LOTS DISTANCE 45.00 NORTH 686281.00 686296.13 105 305 300 302 293 EAST 633678.15 633635.76 ARC= 44.25 TAN= 24.10 CHORD BEARING = N 8 31 43W 45.00 686323.02 91.71 686322.88 42.01 686280.87 85.33 686281.00 3565.774 SQ FT OR 0.00346 633671.85 633763.56 633763.47 633678.14 0.08186 ACRES -0.00028 -0.00344 63 OF BLOCK LOTS DISTANCE NORTH 686251.13 45.00 686296.13 ARC= 54.73 CHORD BEARING TO 298 64 293 130 128 298 EAST 633636.29 633635.76 TAN 31.33 = N54 29 08E 45.00 686281.00 85.33 686280.87 40.00 686240.87 126.98 686241.12 10.01 686251.13 4173.028 SQ FT OR 0.00872 633678.15 633763.48 633763.40 633636.42 633636.30 0.09580 ACRES 0.00104 0.00866 64 OF BLOCK LOTS TO 133 64 298 128 129 132 133 FROM BEARING DISTANCE NORTH EAST TO il McCutchan Company, Inc. II 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 IIDATE 10/21/89 BATCH LOT LISTING PAGE 27 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL 11 686281.25 633593.30 288 288 N70 41 22E 45.00 686296.13 633635.77 64 I CA= 71 21 38 CHORD= 52.49 ARC= 56.05 TAN= 32.31 CHORD BEARING = S54 59 28E II 64 S 0 40 17E 45.00 686251.13 633636.29 133 133 S 0 40 17E 10.01 686241.12 633636.41 132 132 N89 53 16W 127.00 686241.37 633509.41 297 11 297 N 0 05 08E 40.00 686281.37 633509.47 290 290 S89 54 52E 83.83 686281.24 633593.30 288 LOT AREA= 4130.818 SQ FT OR 0.09483 ACRES ERROR OF CLOSURE 11 N58 05 31W 0.00326 -0.00173 0.00277 LOT 65 OF BLOCK LOTS 11 FROM BEARING DISTANCE NORTH EAST TO 686323.23 633598.99 276 276 N67 03 19W 55.00 686344.67 633548.34 103 II CA= 6 05 45 ARC= 5.85 TAN= 2.93 CHORD= 5.85 CHORD BEARING = S25 59 34W • I103 S60 57 34E 55.00 686317.97 633596.42 104 104 S60 57 34E 45.00 686296.13 633635.76 64 IICA= 48 21 04 ARC= 37.97 TAN= 20.20 CHORD= 36.86 CHORD BEARING = S 4 51 54W I 64 S70 41 22W 45.00 686281.25 686281.37 633593.30 288 288 N89 54 52W 83.83 633509.47 290 290 N 0 05 08E 41.99 686323.36 633509.53 291 I 291 S89 54 52E 89.45 686323.23 3501.731 SQ FT OR 633598.98 276 LOT AREA= 0.08039 ACRES ERROR. OF CLOSURE IIN81 57 46E 0.00652 -0.00091 -0.00645 LOT 66 OF BLOCK LOTS 11 FROM BEARING DISTANCE NORTH EAST TO 686344.59 633603.34 79 79 N89 54 52W 55.00 686344.67 633548.34 103 iCA= 22 51 33 ARC= 21.94 TAN= 11.12 CHORD= 21.80 CHORD BEARING = S11 30 55W 1 103 S67 03 19E 55.00 686323.23 633598.99 276 276 N89 54 52W 100.68 686323.38 633498.31 289 289 N 0 05 08E 40.00 686363.38 633498.37 285 II285 S89 54 52E 105.00 686363.22 633603.37 274 1 1 1 1 r DATE 10/21/89 BLOCK C/L LOT 274 S 0.05 08W LOT AREA ERROR OF CLOSURE S 5 53 38W FROM BEARING LOT 203 S 0 05 08W 274 N89 54 52W 285 N 0 05 08E 286 S89 54 52E LOT oREA= ERROR OF CLOSURE S35 43 56E FROM BEARING LOT 208 S89 54 52E 159 S44 54 52E 78 S 0 05 08W 203 N89 54 52W 209 N 0 05 08E LOT AREA= ERROR OF CLOSURE S44 54 52E FROM BEARING LOT 206 S89 5452E 208 S 0 05 08W 209 N89 54 52W 207 N 0 05 08E LOT AREA= ERROR OF CLOSURE S81 34 49E FROM BEARING. 204 S89 54 52E 206 S 0 05 08W 207 N89 54 52W 205 N '0 05 08E LOT AREA= LOT McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING PAGE 28 TOTAL TO BLOCK BOUND LOT TOTAL 18.63 686344.59 633603.34 4169.729 SQ FT OR 0.09572 ACRES 0.00432 67 OF BLOCK LOTS DISTANCE 40.00 105.00 40.00 105.00 4200.000 SQ 0.00430 0.00044 79 NORTH EAST 686403.22 633603.42 686363.22 633603.37 686363.38 633498.37 686403.38 633498.42 686403.22 633603.42 FT OR 0.09642 ACRES 0.00000 0.00000 68 OF BLOCK LOTS DISTANCE 30.00 21.21 72.90 45.00 87.90 3842.932 NORTH 686491.19 686491.14 686476.12 686403.22 686403.29 686491.19 Q FT OR 0.00000 TO 203 274 285 286 203 EAST 633558.56 633588.56 633603.53 633603.42 633558.42 633558.55 0.08822 ACRES 0.00320 0.00227 69 OF BLOCK LOTS DISTANCE 40.00 87.90 40.00 87.90 3516.000 SQ 0.00000 -0.00226 TO 208 159 78 203 209 208 NORTH EAST 686491.25 633518.56 686491.19 633558.56 686403.29 633558.42 686403.35 633518.42 686491.25 633518.56 FT OR 0.08072 ACRES 0.00000 70 OF BLOCK LOTS DISTANCE 40.00 87.90 40.00 87.90 NORTH 686491.31 686491.25 686403.35 686403.41 686491.31 3516.000 SQ FT OR 0.00000 TO 206 208 209 207 206 EAST 633478.56 633518.56 633518.42 633478.43 633478.56 0.08072 ACRES TO 204 206 207 205 204. 1 1 DATE 10/21/89 BLOCK C/L LOT ERROR OF CLOSURE S81 34 49E FROM BEARING LOT 200 S89 54 52E 204 S 0 05 08W 205 N89 54 52W 201 N 0 05 08E LOT AREA= ERROR OF CLOSURE S81 34 49E FROM BEARING 76 S89 54 52E 200 S 0 05 08W 201 N89 54 52W 202 N 0 05 08E 157 N45 0508E LOT AREA= ERROR OF CLOSURE N45 05 08E IFROM BEARING 273 N80 35 43E CA= 9 29 25 CHORD= 9.10 LOT t LOT 100 N89 54 52W 77 N 0 05 08E 202 S89 54 52E 286 S 0 05 08W 285 N89 54 52W LOT AREA= ERROR OF CLOSURE N60 07 34E FROM BEARING 275 S53 20 06W LOT McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91 107 (818) 568-2474 BATCH LOT LISTING PAGE 29 • TOTAL TO BLOCK BOUND LOT TOTAL Q.00000 0.00000 71 OF BLOCK LOTS DISTANCE NORTH 686491.37 40.00 686491.31 87.90 686403.41 40.00 686403.47 87.90 686491.37 3516.000 SQ FT OR 0.00000 EAST 633438.56 633478.56 633478.43 633438.43 633438.56 0.08072 ACRES 0.00000 0.00000 72 OF BLOCK LOTS DISTANCE NORTH 686491.41 30.00 686491.37 87.90 686403.47 45.00 686403.54 72.90 686476.44 21.21 686491.41 3843.000 SQ FT OR 0.00000 TO 200 204 205 201 200 EAST TO 633408.56 76 633438.56 200 633438.43 201 633393.43 202 633393.53 157 633408.55 76 0.08822 ACRES 0.00320 -0.00226 73 OF BLOCK LOTS DISTANCE 55.00 NORTH 686363.53 686372.52 -0.00227 EAST 633394.12 633448.38 ARC= 9.11 TAN= 4.57 CHORD BEARING = N 4 39 35W 55.00 30.93 105.00• 40.00 686372.60 686403.53 686403.38 686363.38 104.25 686363.53 4197.733 SQ FT OR 633393.38 633393.43 633498.42 633498.37 633394.12 0.09637 ACRES 0.00318 -0.00158 74 OF BLOCK LOTS DISTANCE 45.00 NORTH 686323.50 686296.63 -0.00275 TO 273 100 77 202 286 285 273 EAST 633419.36 633383.27 TO 275 63 1 1 DATE 10/21/89 BLOCK C/L LOT t 1 1 1 1 1 CA= 12 42 29. CHORD= 9.96 63 N40 37 38E 101 N40 37 38E CA= 39 58 05 CHORD= 37.59 100 S80 35 43W 273 S89 54 52E 285 S 0 05 08W 289 N89 54 52W LOT AREA= ERROR OF .CLOSURE N89 43 05W FROM BEARING 287 N70 21 14W CA= 56 18 39 CHORD= 42.47 LOT 63 N53 20 06E 275 S89 54 52E 291 S 0 05 08W 290 N89 54 52W LOT AREA= ERROR OF CLOSURE S71 15 03W FROM BEARING 127 N 1 31 15E CA= 71 52 29 CHORD 52.82 LOT 63 S70 21 14E 287 S89 54 52E 290 S 0 05 08W 297 N89 53 16W. 126 N 1 31 15E LOT AREA= ERROR OF CLOSURE N15 20 39W McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING PAGE 30 TOTAL TO BLOCK BOUND LOT TOTAL ARC= 9.98 TAN= 5.01 CHORD BEARING = N43 01 08W 45.00 55.00 686330.78 686372.52 633412.57 633448.38 ARC= 38.37 TAN= 20.00 CHORD BEARING = N29 23 20W 55.00 686363.53 104.25 686363.38 40.00 686323.38 78.94 686323.50 3789.722 SQ FT OR 633394.12 633498.37 633498.31 633419.37 0.08700 ACRES 0.00668 -0.00003 75 OF BLOCK LOTS DISTANCE NORTH 686281.50 45.00 686296.63 0.00668 101 100 273 285 289 275 EAST 633425.65 633383.27 ARC= 44.23 TAN= 24.08 CHORD BEARING = N 8 30 34W 45.00 90.17 41.99 83.82 686323.50 686323.36 686281.37 686281.50 3500.357 SQ FT OR 633419.36 633509.53 633509.47 633425.65 0.08036 ACRES 0.00337 0.00108 76 OF BLOCK LOTS DISTANCE 45.00 NORTH 686251.64 686296.63 0.00319 TO 287 63 275 291 290 287 EAST 633382.07 633383.27 ARC= 56.45 TAN= 32.62 CHORD BEARING = N55 35 OOE 45.00 686281.50 83.82 686281.37 40.00 686241.37 127.60 686241.62 10.02 686251.64 4132.399 SQ FT OR 633425.65 633509.47 633509.41 633381.81 633382.07 0.09487 ACRES 0.00416-0.00401 0.00110 TO 127 63 287 290 297 126 127 1 1 1 1 11 63 S 1 31 15W 127 S 1 31 15W 126 N89 53 16W 216 N 0 05 08E 212 S89 54 52E LOT AREA - ERROR OF CLOSURE 11 S63 43 13W McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING PAGE 31 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL LOT 77 OF BLOCK LOTS FROM BEARING DISTANCE NORTH EAST TO 686283.36 633340.26 215 215 N72 51 40E 45.00 686296.63 633383.27 63 CA= 71 20 26 ARC= 56.03 TAN= 32.30 CHORD= 52.48 CHORD BEARING = S52 48.33E 45.00 10.02 127.60 41.62 686251.64 686241.62 686241.87 686283.49 86.00 686283.37 4359.640 SQ FT OR 0.00417 633382.07 633381.81 633254.21 633254.27 633340.27 •0.10008 ACRES 0.00185 0.00374 LOT 78 OF BLOCK LOTS 127 126 216 212 215 FROM BEARING DISTANCE NORTH EAST TO 686326.51 633343.29 214 214 N88 27 21W .55.00 686327.99 633288.31 98 CA= 16 44 10 ARC= 16.07 TAN= 8.09 CHORD= 16.01 CHORD BEARING = S 9 54 44W 98 S71 43 10E 55.00 99 S71 43 10E 45.00 686310.74 686296.63 633340.54 99 633383.27 63 I CA= 35 25 09 ARC= 27.82 TAN= 14.37 CHORD= 27.38 CHORD BEARING = S 0 34 15W 1 63 S72 51 40W 215 N89 54 52W 212 N 0 05 08E 210 S89 54 52E LOT AREA= ERROR OF CLOSURE N84 40 24E 45.00 86.00 43.15 88.96 686283.36 686283.49 686326.64 686326.51 3706.423 SQ FT OR 0.00411 633340.26 633254.26 633254 .33 633343.29 0.08509 ACRES -0.00038 -0.00409 LOT 79 OF BLOCK LOTS FROM BEARING DISTANCE 199 S 0 05 08W 75 N89 54 52W 38.60 55.00 215 212 210 214 NORTH EAST TO 686366.51 633343.37 199 686327.91 633343.31 75 686327.99 633288.31 98 CA= 1 2.7 31 ARC= 1.40 TAN= 0.70 CHORD= 1.40 CHORD BEARING = S 0 48 54W 1 t t DATE 10/21/89 BLOCK C/L LOT 98 S88 27 21E 214 N89 54 52W 210 N 0 05 08E 196 S89 54 52E LOT AREA= ERROR OF CLOSURE N89 31 20W IIFROM BEARING t 1 s 1 t i LOT 198 S 0 05 08W 199 N89 54 52W 196 N 0 05 08E 194 S89 54 52E LOT AREA= ERROR OF CLOSURE S45 38 14E FROM BEARING LOT 193 S 0 05 08W 198 N89 54 52W 194 N 0 05 08E 190 S89 54 52E LOT AREA ERROR OF CLOSURE S45 38 14E FROM BEARING LOT 74 S 0 05 08W 193 N89 54 52W 190 N 0 05 08E 192 S89 54 52E 68 S44 54 52E LOT AREA= ERROR OF CLOSURE S44 54 52E FROM BEARING 191 N 0 53 17E 73 S89 06 43E LOT McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING TOTAL TO BLOCK BOUND 55.00 686326.51 88.96 686326.64 40.00 686366.64 88.98 686366.51 3559.107 SQ FT OR PAGE 32 LOT TOTAL, 633343.29 633254.33 633254.39 633343.37 0.08171 ACRES 0.00218 -0.00002 80 OF BLOCK LOTS DISTANCE NORTH 686406.51 40.00 686366.51 88.98 686366.64 40.00 686406.64 88.98 686406.51 3559.200 SQ FT OR 0.00218 214 210 196 199 EAST TO 633343.43 198 633343.37 199 633254.39 196 633254.45 194 633343.43 198 0 08171 ACRES 0.00000 0.00000 81 OF ' BLOCK LOTS DISTANCE NORTH 686446.51 40.00 686406.51 88.98 686406.64 40.00 686446.64 88.98 686446.51 3559.200 SQ FT OR 0.00000 • EAST 633343.49 633343.43 633254.45 633254 .51 633343.49 0.08171 ACRES 0.00000 0.00000 82 OF BLOCK LOTS: DISTANCE NORTH 686476.51 30.00 686446.51 88.98 686446.64 45.00 686491.64 73.98 686491.53 21.21 686476.51 3891.600 SQ FT OR 0.00000 TO 193 198 194 190 193 EAST 633343.53 633343.49 633254 .51 633254.58 633328.56 633343.53 0.08934 ACRES 0.00320 0.00227 83 OF BLOCK LOTS DISTANCE 32.19 13.00 NORTH 686446.77 686478.96 686478.76 -0.00226 TO 74 193 190 192 68 74 EAST 633166.51 633167.01 633180.01 TO 191 73 112. 1 1 i t t r 1 1 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/21/89 BATCH LOT LISTING BLOCK C/L LOT TOTAL TO BLOCK BOUND CA= 89 11 51 CHORD= 18.26 112 N 0 05 08E 69 S89 54 52E 192 S 0 05 08W 190 N89 54 52W LOT AREA= ERROR OF CLOSURE S 5 02 47E FROM BEARING LOT 195 N 0 53 .17E 191 S89 54 52E 190 S 0 05 08W 194 N89 54 52W LOT AREA= ERROR OF CLOSURE N 3 18 14W LOT ARC= 20.24 TAN= 12.82 CHORD BEARING = N45 29 13E 13.00 686491.76 74.55 686491.65 45.00 686446.65 88.00 686446.78 3910.695 SQ FT OR PAGE 33 LOT TOTAL 633180.03 633254.58 633254.51 633166.51 0.08978 ACRES 0.00479 0.00477 84 OF BLOCK LOTS DISTANCE 40.00 88.00 40.00 88.56 NORTH 686406.77 686446.77 686446.64 686406.64 686406.77 3531.206 SQ FT OR 0.00393 -0.00042 69 192 190 191 EAST 633165.89 633166.51 633254.51 633254.45 633165.89 0.08107 ACRES -0.00392 85 OF BLOCK LOTS FROM BEARING DISTANCE NORTH 686366.78 197 N 0 53 17E 40.00 686406.77 195 S89 54 52E 88.56 686406.64 194 S 0 05 08W 40.00 686366.64 196 N89 54 52W 89.12 686366.77 LOT AREA= 3553.606 SQ FT OR ERROR OF CLOSURE N 3 18 14W 0.00393 IIFROM BEARING 211 S72 26 22W ■ CA= 5 06 29 CHORD= 5:79 131 N67 19 54E 135 N67 19 54E CA= 23 33 23 CHORD= 22.45 134 N89 06 43W 1 LOT 86 DISTANCE 65.00 0.00023 TO 195 191 190 194 195 EAST 633165.27 633165.89 633254.45 633254.39 633165.27 0 08158 ACRES -0.00392 OF BLOCK LOTS NORTH 686326.77 686307.16 0.00023 TO 197 195 194 196 197 EAST 633171.31 633109.34 ARC 5.79 TAN= 2.90 CHORD BEARING = N20 06 52W 65.00 55.00 686332.21 686353.40 633169.32 633220.07 ARC= 22.61 TAN 11.47 CHORD BEARING = N10 53 25W 55.00 686354.26 TO 211 131 135. 134 633165.08 72 1 1 1 DATE 10/21/89 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING PAGE .34 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT, TOTAL 72 N 0 53 17E 12.52 686366.77 633165.27 197 S89 54 52E 84.12 686366.64 633254.39 196 5 0 05 08W 40.00 686326.64 633254.33 210 N89 54 52W 83.02 686326.76 633171.31 LOT AREA= 3512.027 SQ FT OR 0.08063 ACRES ERROR OF CLOSURE N 4 28 42W 0.00199 -0.00198 0.00016 197 196 210 211 LOT 87 OF BLOCK LOTS II FROM BEARING. DISTANCE NORTH EAST TO 686283.62 633169.93 213 213 N68 46 14W 65.00 686307.16 633109.34 131 IICA= 38 47 24 ARC= 44.01 TAN= 22.88 CHORD= 43.17 CHORD BEARING = N 1 50 04E 1 1 r 131 N72 26 22E 211 S89 54 52E 210 S 0 05 08W 212 N89 54 52W LOT AREA= ERROR OF CLOSURE S86 45 15E 65.00 83.02 43.15 84.34 686326.77 686326.64 686283.49 686283.62 3503.966 SQ FT OR 0.00249 633171.31 633254.33 633254.27 633169.93 0.08044 ACRES 0.00014 -0.00248 LOT 88 OF BLOCK LOTS 211 210 212 213 FROM BEARING DISTANCE NORTH EAST TO 686242.16 633109.21 304 304 N 0 06 44E 65.00 686307.16 633109.34 131 CA= 68 52 58 ARC= 78.15 TAN= 44.58 CHORD= 73.52 CHORD BEARING = N55 40 15E 131. S68 46 14E 213 S89 54 52E 212 S 0 05 08W 216 N89 53 15W LOT AREA= ERROR OF CLOSURE S65 50 15W 65.00 686283.62 84.34 686283.49 41.62 686241.87 144.99 686242.16 4200.430 SQ FT OR 0.00472 633169.93 633254.27 633254.21 633109.22 0.09643 ACRES 0.00193 0.00431 LOT SUM= 334776.891 SQ FT OR 7.68542 ACRES 213 212 216 304 ************************** BLOCK BOUND ************************ LOT TOTAL OF BLOCK BOUND FROM BEARING DISTANCE NORTH EAST TO 686596.26 633028.81 27 • 27 N45 05 08E 1.12 686597.05 633029.60 26 McCutchan Company, Inc. 11 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 I. DATE 10/21/89 BATCH LOT LISTING PAGE 35 BLOCK C/L LOT TOTAL TO BLOCK BOUND LOT TOTAL 26 S44 54 52E 10.00 686589.97 633036.67 25 CA= 45 00 00 ARC= 7.85 TAN= 4.14 CHORD= 7.65 CHORD BEARING = N67 35 08E 25 N 0 05 08E 10.00 686599.97 633036.68 24 24 S89 54 52E 81.00 686599.85 633117.68 23 23 N 0 05 08E 10.00 686609.85 633117.70 22 CA= 90 00 00 ARC= 15.71 TAN= 10.00 CHORD= 14.14 CHORD BEARING = N45 05 08E 22 S89 54 52E 21 N 0 05 08E 20 S89 54 52E 10.00 10.00 10.00 686609.83 686619.83 686619.82 633127.70 633127.71 633137.71 CA= 90 00 00 ARC 15.71 TAN= 10.00 CHORD= 14 14 CHORD BEARING = N45 05 08E 19 N 0 05 08E 18 S89 54 52E 17 S 0 05 08W 10.00 1076.18 10.00 686629.82 686628.21 686618.21 633137.72 634213.90 634213.89 CA= 90 00 00 ARC= 15.71 TAN= 10.00 CHORD= 14.14 CHORD BEARING = S44 54 52E 16 S89 54 52E 10.00 686618.20 634223.89 15 S 0 05 08W 379.03 686239.17 634223.32 13 N89 18 54W 80.53 686240.13 634142.80 34 N89 53 16W 1040.53 686242.17 633102.27 35 N86 39 26W 79.00 686246.77 633023.41 38 N 0 53 17E 349.52 686596.25 633028.82 LOT AREA= 461347.128 SQ FT OR 10.59107 ACRES ERROR OF CLOSURE N52 49 47W 0.01314-0.00794 0.01047 LOT SUM= 461347.128 SQ FT OR 10.59107 ACRES LOT TOTAL= 922695.094 SQ FT OR 21.18216 ACRES 1 1 21 20 19 18 17 16 15 13 34 35 38 27 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474' DATE 10/25/89 BATCH LOT LISTING PROJECT FILE=C14246-CLOSE BATCH LOT FILE=L14246 PAGE BLOCK R/W LOT CASTI TO BLOCK R/W LOT TRAVA ************************** BLOCK R/W ************************ LOT CASTI OF BLOCK R/W IIFROM BEARING DISTANCE NORTH EAST TO 686545.03 634058.80 150 I150 S23 28 15E 65.00 686485.40 634084.69 148 CA=137 06 47 ARC= 155.55 TAN= 165.49 CHORD= 121.00 CHORD BEARING = S44 54 52E II148 S66 21 29E TAN= 165.49 CHORD= 121.00 CHORD BEARING = N44 54 52W II185 N66 21 29W 65.00 686410.34 634085.00 187 187 N66 21 29W 55.00 686432.40 634034.61 186 IICA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = N11 51 50E 186 S89 54 52E 55.00 686432.31 634089.61 86 86 N 0 05 08E 45.08 686477.39 634089.68 87 87 N89 54 52W 13.00 686477.41 634076.68 155 65.00 686459.34 . 634144.23 153 153 S66 21 29E 55.00 686437.28 634194.62 152 IICA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S11 51 50W. 1/' 152 N89 54 52W 55.00 686437.36 634139.62 151 151 S 0 05 48W 45.08 686392.28 634139.55 171 171 S89 54 52E 13.00 686392.26' 634'152.55 184 ICA= 90 00 00 ARC= 20.42 TAN= 13.00 CHORD= 18.38 CHORD BEARING = S44 54 52E I 184 S 0 05 08W 13.00 686379.26 634152.53 180 180 S18 08 39E 57.47 686324.65 634170.43 189 189 N23 28 15W 65.00 686384.27 634144.54 185 IICA=137 06 47 ARC= 155.55 1 CA= 90 00 00 ARC= 20.42 TAN= 13.00 CHORD= 18.38 CHORD BEARING = N44 54 52W 155 N 0 05 08E 13.00 686490.41 634076.70 154 N18 08 39W 57.47 686545.03 634058.80 LOT AREA= 14248.329 SQ FT OR 0.32710 ACRES ERROR OF CLOSURE 154 150 1 t 1 1 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/25/89 BATCH LOT LISTING BLOCK R/W LOT CASTI TO BLOCK N51 20 25E 0.00000 LOT CERCL OF BLOCK R/W 0.00000 FROM BEARING DISTANCE NORTH 686491.53 68 S89 54 52E 80.00 686491.41 76 S45 05 08W 21.21 686476.44 157 S 0 05 08W 103.83 686372.61 77 S89 54 52E 55.00 686372.53 CA= 49 27 30 CHORD= 46.02 100 S40 37 38W 101 S40 37 38W CA=247 39 12 PAGE 2 R/W LOT TRAVA. 0.00000 EAST 633328.56 633408.56 633393.54 633393.38 633448 . 38 ARC= 47.48 TAN= 25.33 CHORD BEARING = S24 38 37E 55.00 45.00 ARC= 194.51 CHORD= 74.77 CHORD BEARING 63 N71 43 10W 99 N71 43 10W 45.00 55.00 CA= 18 11 42 ARC= 17.47 CHORD= 17.39 CHORD BEARING 98 S89 54 52E 75 N 0 05 08E 74 N44 54 52W LOT AREA= ERROR OF CLOSURE S67 45 07W 686330.78 686296.63 633412.57 633383.27 TAN= -67.15 = S74 27 14W 686310.74 686328.00 633340.54 633288.31 TAN= 8.81 = N 9 10 59E 55.00 686327.91 148.60 686476.51 21.21 686491.53 14500.475 SQ FT OR 0.00488 LOT DURAN OF FROM BEARING DISTANCE 95 N 0 53 17E 93 S 4 30 52W I CA= 4 30 39 CHORD= 17.71 1 v 55 N 9 01 31E 94 S80 58 29E 138 N 9 01 31E CA= 98 08 14 CHORD= 19.64 50.13 225.00 633343.31 633343.54 633328.56 0.33289 ACRES 0.00185 BLOCK R/W NORTH 686264.75 686314.87 686090.57 0.00452 TO 68 76 157 77 100 101 63 99 98 75 74 68 EAST 633023.67 633024.45 633006.74 ARC= 17.71 TAN= 8.86 CHORD BEARING = S83 13 49E 225.00 58.13 13.00 686312.78 686303.67 686316.50 633042.04 633099.45 633101.49 ARC= 22.27 TAN= 14.99 CHORD BEARING = N49 57 24E' TO Qc 93 55 94. 138 140 140 S89 06 4 13.00 686316.30 633114.48 70 McCutchan. Company, Inc. 2698 Mataro Street Pasadena, Calif. .91107 (818) 568-2474 I DATE 10/25/89 BATCH LOT LISTING PAGE 3 BLOCK R/W LOT CASTI TO BLOCK R/W LOT TRAVA. t 1 70 N 0 53 17E 71 N89 06 43W 123.38 55.00 686439.67 686440.52 633116.40 633061.40 CA= 23 33 23 ARC= 22.61 TAN=. 11.47 CHORD= 22.45 CHORD BEARING = N10 53 25W 146 N67 19 54E 55.00 147 N67 19 54E 65.00 686461.72 686486.77 633112.15 633172.13 CA=136 18 37 ARC= . 154.64 TAN= 162.14 CHORD= 120.67 CHORD BEARING = N45 29 13E_ 143 N23 38 31E 145 S18 25 14W 69 S 0,05 08W 65.00 57.50 13.00 686546.31 686491.76 686478.76 633198.20 633180.03 633180.01 CA= 89 11 51 ARC= 20.24 TAN= 12.82. CHORD= 18.26 CHORD BEARING = S45 29 13W 112 N89 06 43W 73 S 0 53 17W 72 S89 06 43E CA= 23 33 23 13.00 124.71 55.00 686478.96 686354.27 686353.4.1 633167.01 633165.08 633220.07 ARC= 22.61 TAN= 11.47 CHORD= 22.45 . CHORD BEARING = S10 53 25E 134 S67 19 54( 135 S67 19 54W CA=145 15 00 CHORD= 124.07 CHORD BEARING = S49 57 24W 131 S32 34 54W 65.00 142 S32 34 5414 55.00 CA= 23 33 23 ARC= 22.61 CHORD= 22.45 CHORD BEARING = N69 11 4.8W 141 N 9 01 31E 139 N80 58 29W 96 S 9 01 31W CA= 3 28 21 CHORD= 10.60 55 N 5 33 09E LOT AREA= ERROR OF CLOSURE S13 00 08E 55.00 19.40 175.00 686260.37 686263.41 686090.58 686252.39 686206.05 55.00 65.00 686332.22 686307.17 633169.32 633109.34 ARC= 164.78• TAN= 207.73 633074.34 63304.4.72 TAN= 11.47 633053.35 633034.19 633006.74 ARC= 10.61 TAN= 5.30 CHORD BEARING = N82 42 40W 175.00 686264.76 633023.67 21800.600 SQ FT OR 0.50047 ACRES 0.01055 0.01027 -0.00237 71 146 147 143 14.5 69 112 73 72 134 135 131 142 141 139 96 55 LOT PALAM OF BLOCK R/' McCutchan Company, Inc. 2698 Mataro Street . Pasadena, Calif. 91107 (818) 568-2474 DATE 10/25/89 BATCH LOT LISTING PAGE 4 BLOCK R/W LOT CASTI TO BLOCK R/W LOT TRAVA FROM BEARING DISTANCE NORTH EAST TO 686490.76 633848.56 163 163 S89 54 52E 80.00 686490.64 633928.56 165 165 S45 05 08W 21.21 686475.66 633913.54 84 84 S 0 05 08W 116.25 686359.41 633913.36 85 85 S89 54 52E 55.00 686359.33 633968.36 110 CA= 39 38 46 ARC= 38.06 TAN= 19.83 CHORD= 37.30 CHORD BEARING = S19 44 15E 110 S50 26 22W 55.00 111 S50 26 22W 45.00 CA=253 32 5,1 CHORD= 72.09 686324.30 686295.64 633925.96 633891.27 ARC= 199.14 TAN= -60.21 CHORD BEARING = S87 12 47W 65 N56 00 47W 45.00 109 N56 00 47W 55.00 686320.79 686351.54 633853.95 633808.35 CA= 33 54 05 ARC= 32.54 TAN= 16.76 CHORD= 32.07 CHORD BEARING = N17 02 10E 108 S89 54 52E 83 N 0 05 08E 82 N44 54 52W LOT AREA= ERROR OF CLOSURE S65 26 53W 55.00 686351.46 124.28 686475.74 21.21 686490.76 14322.281 SQ FT OR 0.00512 633863.35 633863.54 633848.56 0.32879 ACRES 0.00213 0.00466 LOT PALMA OF BLOCK R/W 111 65 109 108 83 82 163 FROM BEARING DISTANCE NORTH EAST TO 686491.75. 633180.03 69 69 N18 25 14E 57.50 686546.31 633198.20 145 145 N23 38.31E 55.00 686596.69 633220.25 144 CA= 23 33.23 CHORD= 22.45 144 S 0 05 08W 67 S89 54 52E 66 N 0 05 08E• ARC 22.61 TAN= 11.47 CHORD BEARING = S78 08 10E 55.00 816.64 55.00 686541.69 68654.0.47 686595.47 633220.17 634036.81 634036.89 CA= 23 33 23 ARC 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = N78 18 26E 149 S23 28 15E 150 S18 08 39E 154 N89 54 52W LOT AREA= ERROR OF CLOSURE 55.00 686545.02 57.47 686490.41 896.67 686491.75 44082.422 SQ FT OR 634058.80 634076.69 633180.03 1.01199 ACRES 67 66 149 1P0 154 69 1 t I t I t McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 • DATE 10/25/89 BATCH LOT LISTING PAGE 5 BLOCK .R/W LOT CASTI TO BLOCK R/W LOT TRAVA N25 40 19E 0.00515 -0.00465 -0.00223 LOT TOTAL OF BLOCK R/W FROM BEARING DISTANCE NORTH EAST TO 686264.75 633023.67 95 95 N 0 53 17E 50.13 686314.87 633024.45 93 93 S 4 30 52W 225.00 686090.57 633006.74 55 CA= 4 30 39 ARC= 17.71 TAN= 8.86 CHORD= 17.71 CHORD BEARING = S83 13 49E 55 N 9 01 31E 94 S80 58 29E 138 N 9 01 31E 225.00 58.13 13.00 686312.78 686303.67 686316.50 633042.04 633099.45 633101 ./19 CA= 98 08 14 ARC= 22.27 TAN= 14.99 CHORD= 19.64 CHORD BEARING = N49 57 24E 140 S89 06 43E 70 N 0 53 17E 71 N89 06 43W CA= 23 33 23 13.00 123.38 55.00 686316.30 686439.67 686440.52 633114.48 633116.40 633061.40 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = N10 53 25W 146 N67 19 54E 147 N67 19 54E 55.00 65.00 686461.72 686486.77 633112.15 633172.13 CA=136 18 37 ARC= 154.64 TAN= 162.14 CHORD= 120.67 CHORD BEARING = N45 29 13E 143 N23 38 31E 65.00 145 N23 38 31E 55.00 686546.31 686596.70 633198.20 633220.26 'CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S78 08 10E 144 S 0 05 08W 67 S89 54 52E 66 N 0 05 08E 55.00 816.64 55.00 686541.70 686540.48 686595.48 633220.17 634036.81 634036.89 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.4 CHORD BEARING = N78 18 26E 149 S23 28 15E 55.00 150 S23 28 15E 65.00 CA=137 06 47 68654.5.03 686485.41 634058.80 634084 .69 ARC= 155.55 TAN= 165.49 94 138 140 70 71 146 147 143 145 144 67 66 149 150 148 CHORD= 121.00 CHORD BEARING = S44 54 52E A 1 A 1 1 1 t McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif.91107 (818) 568-2474 DATE 10/25/89 BATCH LOT LISTING PAGE 6 BLOCK R/W LOT CASTI TO BLOCK R/W LOT TRAVA 148 S66 21 29E 65.00 153 S66 21 29E 55.00 686459.34 686437.28 634144.23 634194.62 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S11 51 50W 152 N89 54 52W 151 S 0 05 08W 171 S89 54 52E 55.00 45.08 13.00 686437.37 686392.29 686392.27 634139.62 634139.55 634152.55 CA= 90 00 00 ARC= 20.42 TAN= 13.00 CHORD 18.38 CHORD BEARING = S44 54 52E 184 S 0 05 08W 180 S89 54 52E 701 N 0 05 08E 13.00 51.00 20.00 686379.27 686379.19 686399.19 634152.53 634203.53 634203.56 CA= 90 00 00 ARC= 31.42 TAN= 20.00 CHORD= 28.28 CHORD BEARING = N45 05 08E 702 S89 54 52E 703 S 0 05 08W 181 N89 54 52W 182 S 0 05 08W 20.00 70.00 31.04 '55.00 686399.16 686329.16 686329.21 686274.21 634223.56 634223.46 634192.42 634192.33 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S78 18 26W 188 N23 28 15W 189 N23 28 15W CA=137 06 47 55.00 65.00 686324.66 686384.28 634170.43 63414.4.54 ARC= 155.55 TAN= 165.49 CHORD= 121.00 CHORD BEARING = N44 54 52W 185 N66 21 29W 65.00 187 N66 21 29W 55.00 686410.34 686/132.40 634084.99 634034.61 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = N11 51 50E 186.589 54 52E 86 N 0 05 08E 87 N89 54 52W 55.00 45.08 13.00 686432.32 686477.40 686477 .42 634089.61 634089.68 634076.68 CA= 90 00 00 ARC= 20.42 TAN= 13.00 CHORD 18.38 CHORD BEARING = N44 54 52W 155 N 0 05 08E 154'N89 54 52W 165 S45 05 08W 84 S 0 05 08W 13.00 148.14 21.21 116.25 686490.42 686490.64 686475.66 686359.41 634076.70 633928.56 633913.54 633913.36 153 152 151 171 184 180 701 702 703 181 182 188 182 185 187 186 86 87 155 154 165 84 85 t t t 1 DATE 10/25/89 BLOCK R/W LOT 85 S89 54 52E CA= 39 38 46 CHORD= 37.30 110 S50 26 22W 111 S50 26 22W CA=253 32 51 CHORD= 72.09 65 N56 00 47W 109 N56 00 47W CA= 33 54 05 CHORD= 32.07 108 83 82 163 161 80 81 S89 N 0 N44 N89 S45 S 0 S89 54 05 54 54 05 05 54 52E 08E 52W 52W 08W 08W 52E McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING CASTI TO BLOCK 55.00 686359.33 PAGE 7 R/W LOT TRAVA 633968.36 ARC= 38.06 TAN 19.83 CHORD BEARING = S19 44 15E 55.00 45.00 686324.30 686295.64 633925.96 633891.27 ARC= 199.14 TAN= -60.21 CHORD BEARING = S87 12 47W 45.00 55.00 686320.80 686351.54 ARC= 32.54 CHORD BEARING 55.00 124.28 21.21 180.00 21.21 111.07 55.00 CA= 43 31 52 ARC= 41.79 CHORD= 40.79 CHORD'BEARING 105 S46 33 16W 106 S46 33 16W 55.00 45.00 • TAN= = N17 02 686351.46 686475.74 686490.76 686491.03 6864.76.05 686364.98 686364.90 633853.96 633808.35 16.76 10E 633863.35 633863.54 633848.56 633668.56 633653.54 633653.38 633708.38 TAN= 21.96 = S21 40 48E 686327.08 686296.14 CA=252 29 10 ARC= 198.30 CHORD= 72.59 CHORD BEARING 64 N60 57 34W 104 N60 57 34W CA= 28 57 18 CHORD= 27.50 103 S89 79 N 0 78 N44 159 N89 76 S45 157 S 0 77 S89 54 52E 05 08E 54 52W 54 52W 05 08W 05 08W 5452E CA= 49 27 30 CHORD 46.02 45.00 55:00 633668.45 633635.77 TAN= -61.39 = S82 47 51W 686317.98 686344.68 633596.43 633548.35 ARC= 27.79 TAN= 14.20 CHORD BEARING = N14 33 47E 55.00 `131.53 21.21 180.00 21.21 103.83 55.00 ARC= 47.48 CHORD BEARING 686344.60 686476.13 686491.15 686491.41 686476.44 686372.61 686372.53 633603.35 633603.54 633588.57 633408.57 633393.55 633393.39 633448.39 TAN= 25.33 = S24 38 37E 110 111 65 109 108 83 82 163 161 80 81 1Q5 106 64 104 103 79 78 159 76 157 77 100 1 r 1' 11) 1 R 1 A t McCutchan Company, Inca 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 DATE 10/25/89 BATCH LOT LISTING PAGE 8 BLOCK R/W LOT CASTI TO BLOCK R./W LOT TRAVA 100 S40 37 38W 101 S40 37 38W 55.00 45.00 686330.78 686296.63 633412 .58 633383.28 CA=247 39 12 ARC= 194.51 TAN= -67.15 CHORD= 74.77 CHORD BEARING = S74 27 14W 63 N71 43 10W 99 N71 43 10W CA= 18 11 42 45.00 55.00 686310.75 686328.00 633340.55 633288.33 . ARC= 17.47 TAN= 8.81 CHORD= 17.39 CHORD BEARING = N 9 10 59E 98 S89 54 52E 75 N 0 05 08E 74 N44 54 52W 68 N89 54 52W 69 S 0 05 08W CA= 89 11 51 55.00 148.60 21.21 148.53 13.00 ARC= 20.24 686327.92 686476.52 686491.54 686491.76 686478.76 633343.33 633343.55 633328.57 633180.04 633180.02 TAN= 12.82 CHORD= 18.26 CHORD BEARING = S45 29 13W 112 N89 06 43W 73 S 0 53 17W 72 S89 06 43E 13.00 124.71 55.00 686478.96 686354 .26 686353.41 633167.02 633165.09 633220.08 CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = S10 53 25E 134 S67 19 54W 55.00 135 S67 19 544 65.00 CA=145 15 00 CHORD= 124.07 686332.21 686307.16 633169.33 633109.35 ARC= 164.78 TAN= 207.73 CHORD BEARING = S49 57 24W 131 S32 34 54W 65.00 142 S32 34 54W 55.00 686252.39 686206.05 633074.35 633044.73 II' CA= 23 33 23 ARC= 22.61 TAN= 11.47 CHORD= 22.45 CHORD BEARING = N69 11 48W 1 t 141 N 9 01 31E 139 N80 58 29W 96 S 9 01 31W 55.00 19.40 175.00 686260.37 686263.41 686090.58 633053.36 633034.20 633006.75 CA= 3 28 21 ARC= 10.61 TAN 5.30_ CHORD= 10.60 CHORD BEARING = N82 42 40W 101 63 99 98 75 74. 68 69 112 73 72 134 135 131 149 141 139 96 55 55 N 5 33 09E 175.00 686264.76 633023.68 95 LOT AREA= 126571.075 SQ FT OR 2.90567 ACRES ERROR OF CLOSURE S47 06 01W 0.01364 0.00929 0.00999 1 A 1 1 1 t 1 i r DATE 1 0/25 /89 BLOCK R/W LOT FROM •BEARING 159 161 80 81 S89 54 52E S45 05 08W S 0 05 08W S89 54 52E McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING CASTI TO BLOCK LOT TOTAN OF BLOCK R/W DISTANCE 80.00 21.21 111.07 55.00 NORTH 686491.14 686491.02 -686476.05 686364.98 686364.90 PAGE • 9 R/W LOT TRAVA EAST 633588.56 633668.56 633653.54 633653.37 633708.37 CA= 43 31 52 ARC 41.79 TAN= 21.96 CHORD= 40.79 CHORD BEARING = S21 40 48E 105 S46 33 16W 106 S46 33 16W CA=252 29 10 CHORD= .72.59 6'4 N60 57 34W 104 N60 57 34W CA= 28 57 18 CHORD= 27.50 55.00 45.00 ARC= 198.30 CHORD BEARING 45.00 55.00 ARC= CHORD 686327.08 686296.13 633668 .44 633635.77 TAN= -61.39 = S82 47 51W 686317.97 686344.67 633596.42 •633548.34 27.79 TAN= 14.20 BEARING = N14 33 47E 103 S89 54 52E 55.00 686344.59 79 N 0 05 08E 131.53 68647.12 78 N44 54 52W 21.21 686491.14 LOT AREA= 14356.453 SQ FT OR ERROR OF CLOSURE N59 52 06W FROM BEARING 189 N18 08 39W 180 S89 54 52E 701 N 0 05 08E CA= 90 00 00 CHORD= 28.28 702 S89 54 52E 703 S 0 05 08W 181 N89 54 52W 182 S 0 05 08W CA= 23 33 23 CHORD= 22.45 0.00515 633603.34 633603.54 633588.56 0.32958 ACRES -0.00959 LOT TRAVA OF BLOCK R/W DISTANCE 57.47 51.00 20.00 ARC CHORD NORTH 686324.66 686379.27 686379.19 686399.19 0.00446 TO 159 161 80 81 105 106 64 104 103 79 78 159 EAST 634170.43 634152.53 634203.53 634203.56 31.42 TAN= 20.00 BEARING = N45 0508E 20.00 70.00 31.04 55.00 686399.16 686329.16 686329.21 686274.21 634.223.56 634.223.46 634.192.4.2 634192.33 ARC= 22.61 TAN= 11.47 CHORD BEARING = S78 18 26W TO 189 180 701 702 703 181 182 188 T 188 N23 28 15W 55.00 686324.66 634170.43 189 1 F 1 f 1 1 1 1 f DATE 10/25/89 McCutchan Company, Inc. 2698 Mataro Street Pasadena, Calif. 91107 (818) 568-2474 BATCH LOT LISTING PAGE 10 BLOCK R/W LOT CASTI TO BLOCK R/W LOT TRAVA. LOT AREA= 3260.609 SQ FT OR. 0.07485 ACRES ERROR OF CLOSURE S23 07 12W 0.00247 0.00227 0.00097 LOT SUM= 253142.245 SQ FT OR 5.81135 ACRES LOT TOTAL= 253142.245 SQ FT OR 5.81135 ACRES